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041-420-055
Id -,) 7-0 / COMPLAINT GIVEN TO INSPECTOR ENVIRONMENTAL HEALTH CLEARARANCE DATE 03 S5 1 041-420-055 PERMIT#97-0028 SMITH, John & Marilyn MINOR USE PERMIT # 3909 Clear Creek Cemetery,Oroville AP # CA -1 - 0- Cont: Steve Ferreira New Single Family 041-420-055 PERMIT#97-0029 SMITH, John & Marilyn 3909 Clear Creek Cemetery,Oroville Cont: Steve Ferreira I New Pri Pool & Spa FrIRL 11Z71'1� ) 041-420-055 PERMIT#97-0829 SMITH, John & Marilyn 3909 Clear Creek.Cemetery Rd,Oro Cont: A Viking Plumbing fss Fire Sprinklers/SFt/AW-,j 6p -F8 K . 041-420-055 03.0144 SMITH, JOHN R. 3909 CLEAR CREEK CEMETARY, ORO OWNER NOT- -ZSSU&) CONV HOBBY/WORKSHOPSPACE OVER GARAGE Butte, County Department ofDevelopment Services ADMINISTRATION * BUILDING * GIS * PLANNING p 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile May 20, 2004 John R. Smith 3909 Clear Creek Road Oroville, CA 95965 AP#041-420-055 BP#03-0144 Our records indicate that your building permit application has expired and was never issued. If you would like to retain the plans you submitted, you must pick them up at our office prior to June 4, 2004 or they will be destroyed (plans will not be mailed). Our office is located at 7 County Center Drive, Oroville. Our office hours are 8 a.m. to 4 p.m. Monday through Friday. If you have any questions concerning this matter, please contact Alice Mefford or Michael Vieira of this office at 538-7541. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDI G DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 38-x'541 -- PERA IRev,.�J9fi)=' APPLICATION AND PERMIT 1> > ASSESSORPARC&NUMBER r7 I' - , /, „v 1 BUILDINGPERMIT '74 JC � � S11'. FT. OCC. BUILDING VALUATION COME NTRACTOn NI �/ ^ TLa�none r G •• - -- - -- - �-�- J CO Rv MAQm ADDRms CONSMCTION LENDER LLEMroEas MV2M ADDq� Fireplace Total Valuation $ gRp{IECr DR t?r61NEF31 UCED6E N0. u Firing Fee $ ARCH= OR ENG ESM MALIM ADDRESS Permit Fee $ Plan Checking Fee $ L IUMADDRES4. On G� C� RY Energy Plan Checking Fee $ S PERMIT FEE S LOT- i7- sUSDMSlON9NAME / ^ _ 22 PARCEL MAP PLUMBING 'PERMIT GUSEOFSTRRUCTURE S _.7 A 0 Each Trap Soler or heat pump water heater SF 0 Duplex O Mobilehome 0 Other Water piping sPEcur Each gas water heater or vent TYPE OF WORK Gas piping system 1 - 5 outlets .New O Addition 0 Remodel O Uffies O Installation O Otbar 0Building sewer Describe Work: LG� Mobile Home I S I G I W Q�y v_�� GQ PERMIT FEE S f\ a " ';�A • / n . ( ELECTRICAL PERMIT 4n L) r C) 2-)S *PRRAIT FEE PA2b SRA SHERIFF AMOVN T RECE'Mb *RacevT NVM M -� 9 k " TO a !VT INTO CONI ig Fee 7.00 23.00 15.00 15.00 15.00 15.00 Main Service ;a'!;; LeG; 23.00 Main Service ( 2NA To IOWA ) 1 1 46.00 20.00 J 20.00 l�Nii610. ruu—c;;jn, @7.S0 POYVL3i APPARATUS i SINGLE O 010. Ex. - Occup. OUREr OR FIXTURES m ® r.DD aAL ® AD Ex Oeeu . DFOtED�APPlA6Io DEa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Nese. Wiring 23.0 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 U Ventilation ;5 L (j PERMIT Fa $ Mobile Home Installation Fee $ Energy Inspection Fee $ Y<44—� !W TO AL FEE $ M} a FEES \ 1 D CDF Y ND ISSUE This permit Is hereby Issued finder the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By . Date Receipft' PERMIT EXPIRES ON WHITE•D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I ere STS'�.�ih; , i �`. .yi' _,1.�Zw`'''''{.+�-�^T+rc: ��n•t-Jd11.3FaTr .s.trrr'-.i.u�. r� +�jr•{;�1Nr? �'.; r" : j \ Nrcj ex-yy-) COUNTY OF BUTTE -DEPARTMENT DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville,'CA 95965 Phone (530)538-7541 Fax (530)538,140,.; , PERMIT APPLICATION DATA SHEET OWNER: J N1 l�; ASSESSOR PARCEL NUMBERV 7`j • �'f�`�' �J Proposed Building Use: C� l/ P g �' Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR ked NA in order to applyt . I '.. Plo' plans, 3 or 4 sets, signed�y the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 1 O G r (� G Y ` 0 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. - . ❑ 4. Engineered truss details and layouts in duplicate. No faxes! 9 - ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in dualicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed b the he en ineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By *'8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ . Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings............................................:.........-:... ' ❑ 11. Detached Accessory Building Form filled out by the owner ....................... ............ '� ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue', he permit. (May require additional plan review upon receipt of the following items.) N �4. Fees as shown on the attached Schedule of Fees Due Sheet ........................................ ❑ 11. Stae_ment of Intent for Non -heated and A/C Buildings .................................. ...... i'T 16. Sanitation and plot plan approval from the Environmental Health Department in WCit_✓ of Chico Plumbing permit .......................................... ........./19' . Ca5fomia Department of Forestry plan approval I paid. Sent. by: Planning approval for (A) Use: i7K (B)Parking: � O e3-1 Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑Drainage .............. I................. ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for 1 required ................ ❑ 23.' Contractor's license information. (Number, Name Sty le,,C lass i fication) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Ower -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 0.26. Letter of Signature authorization .......................................... :......................... ❑ 27. Reoorded copy of Agricultural Acknowledgment Statement ................ .................... ❑ 28. Manufactured home utility clear'ance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑Grant Deed O�M.N Title/Statemenpf Facts, p Letter from Legal Owner, ❑Check to H.C.D. $ 31. Other: en issued Telep and hold Tor pickup. I have been informed of the above items and requirements for obtaining a building permit. 90 .f i Applicant: �Date: �//7 /700>, 1. Index permit application for the above items numbered: 22 Plan C�Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellowy Ruildine Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT, SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVELLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 N A SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE C� Yi V b41— + 0 1 �� V 1. BUILDING PERMIT FEES �� .J Balance Due. ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee 't $ 2H L DIT I 00 S RICT FEES (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4.' URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Co mercial (sq. ft.) ............ -X — Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8'. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) _ 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) l0.OTHER A.P. # DATE � 2 RECEIPT # DATE REC. 30a�b 1- 0-93 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Z,,-/' Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) ,q f G ac " U 49T COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center DriveOroville, California 95965 • Telephone (530) 538-7541 �5 ,Q (Rev. 12/96) APPLICATION AND PERMIT Q r4+ ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS CONTRACTOR'S 4AME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION (ENDER Fireplace ' LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR EdGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W@20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service io.A oA v<ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for th a following reason: ❑ I, as=owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 aro exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the pe-iormance of the work for which this permit is issued. ❑ I heve and will maintain workers' compensation Insurance, as required by Section 3710 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall nct employ any person in any manner so as to become subject to workers' ceanpensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fothwith comply wit those provisions. X Date lzod S atura of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. So OR ADONS. & ACC. BUDS. 3.50FT. T. NN,NpON-RESID. M."T.10NTLET @7,50 POWER APPARATUS NL SINGLE OurLET CIR. 20 p 1.00 Ex. Occup. OUTLET OR FORURES BAL o .so Ex. Occup.oFunFrs R D.OEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ FEES IMP I FLOOD I COF PARCEL PO HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receiptl`Jo. WHITE-D-D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT O.B.- I OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. I personally plan to provide ajor labor and materials for construction of the proposed property improvement: YESthe NO ❑ 20 I HAVE HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: M9: 4: I plan to pr - supervise, and NAME: ADDRESS: PHONE: CITY: ,CONTRACTOR'S LICENSE NO. portions of this work, but I have hired the following person to coordinate, fide the major work: 5. • I will provide some of the work but I1 the work indicated: NAME ADDRESS SIGNED: PROPERTYOWNEX SOCIAL SECURITY DA CITY: R'S LICENSE NO. contracted (hired) the following persons to provide ONE TYPE OF WORK NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: O.B.- I An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all -permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is '$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. ' Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. qrely, NhcelC. Vi ira, C.B.O.ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code, OVER WHEN RECORDED RETURN TO: JOHN ROBERT SMITH and MARILYN JOY SMITH 3909 Clear Creek Cemetery Road Oroville, CA 95965-9199 x'002-0043387 Recorded Officidl Records County Of BUT rE CANIIAC:E J. GRUBBS Recorder ROSEMARY DICKSON Assistant 01:35FIM 2l-Au4-?00c' DECLARATION OF COVENANTS APPLICABLE TO ASSESSOR'S PARCEL NO. 041420-055 I RE C FE E 10.00 I I I I I I l.isa I Paqe 1 of 2 In consideration for the issuance of a Minor Use Permit allowing the creation of a second dwelling unit on the property described in exhibit A, the owners of the property hereby declare the following covenants: (a) The owner of the parcel or lot must occupy either the main dwelling or the Second Dwelling Unit. (b) Any land division, merger, or lot line adjustment that results in a parcel containing the two dwellings, which is less than twice the minimum parcel size requirement of the zone is prohibited; (c) Any land division proposing to place the dwellings on separate parcels must meet all the zoning and development requirements for dividing land in Butte County, including, but not limited to: lot size, lot configuration, septic requirements, and setback standards of the zone in which the parcel is located; and (d) The parcel shall not be divided if all such zoning and development requirements cannot be met. These covenants shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the undersigned until such time as the zoning is changed to allow different use of the property or Minor Use Permit MUP02-055 is revoked or abandoned The undersigned declares that at the time of the making and recording of this Declaration the property is owned by the Smith Family Trust dated June 6, 2002 and that there are no other trustees. This Declaration signed on: ?-M 12cJc) 7- .✓" __* � LCA" - 7/k.', -Ur ohn Robert Smith, Co -trustee `, �l (Ma Smith, Co -trustee CERTIFICATE OF ACKNOWLEDGMENT OF NOTARY PUBLIC State of California County of Butte On au6 viT IS?-bc. -,before me, w _� -A n 3t'2T Nc ,A. rpt Pv 3%-k L (Insert name and title of the officer) personally appeared JOHN ROBERT SMITH and MARILYN JOY SMITH, proved to me on the basis of satisfactory evidence) to be the persons whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their authorized capacities, and that by their signatures on the instrument the persons, or the entity upon behalf of which the persons acted, executed the instrument. WITNESS my hand and official seal. W .Notary's nature • • W.J. WABERT (SEAL) COMM. if 1374818 CC m NOTARY PUBLIC -CALIFORNIA Q •� COUNTY OF BUTTE Comm. Expires Sept. 20,2004 b vvv4c'^'^^ :ire-vv-a^vv'vovva� ,.. EXHIBIT A APN # 041-420-055 The land referred to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL A: Parcel 2, as shown on that certain Parcel Map recorded October 7, 1991 in the office of the Recorder, County of Butte, State of California, in Book 125; of Maps, at page. 3, 4 & 5. AP No. 041420-055 PARCEL B: A 75 foot access easement and cul-de-sac for ingress and _egress and public utilities over Parcel 1 as said easement and .cul-de-sac are shown on that cehairi Parcel Map recorded October 7, 1991 in the office of the Recorder, County of Butte, State of California,, in;Book .125.of Maps, at pages 3, 4 & 5. February 28, 2003 Department. of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX John Smith 3909 Clear Creek Cemetery Road Oroville, CA 95965 Assessor Parcel Number: 041-420-055 Building Permit Number: 03-0144 Thank you for submitting the plans for your building project. A plan check has not been done pending the items below. 1. Please provide complete floor plans, to scale, including all window and door sizes. Please label all rooms. 2. The stairway may not open into the garage below, it must go to the exterior of the garage. Please provide a floor plan of the garage also, showing the stairway leading to the exterior of the building. 3. Please provide energy calculations for this conversion. I have searched through our files, and the original energy calculations are not there. They were probably lost when the plans were sent out for microfilming. Storage would not have typically been included in energy calculations. 4. Show the complete fire separation between the garage and living area on the plans. 5. Fire sprinklers are required in this conversion. They were not included in the original fire sprinkler permit. Please provide calculations and plans by a C-16 licensed contractor and apply for this fire sprinkler permit. 6. The square footage will be revised to 1189. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson Plans Examiner 1 of 1 A R E S I D E N T Is 041-420-055 PERMIT#97-0028 SMITH, John & Marilyny 3909 Clear Creek Cemetery,Oroville Cont - : Steve FerreiraeS I.Newingle Family Is /�o gr 44� All� oil P'a 'V".' It -t c -..V rk- 7pe- OFFICE COPY Address GAS Meter By '�144 Date,, d; V Me OFFICE Copy�-'71-1/0. Address - GAS jj Meter By ELECTRI D Meter 1:2 Ole JOB FIN,ALED (Date) Ignature O = Not o OK RESIDMTIP.L = Not Applicable e ti * = Not Ready Date NDERFLOOR (Plans) OK except #'s Zoning-Setbacks-Easments-Flood- lope g., Main; Soils-Elec. Gmd.-/7i tg. De th 0" Ftg. Garage; Soils-Steel-Ele . Gr ' Ftg. Depth 4. Ftg. Porches & Decks; Soils -Steel-/ . J' Ftg. Depth �iemwalls, Main; Steel-Blockouts0rapped Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel jPo011.W.V; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Water Pip ,es - chors-Regulator-Service Test X12. Electric Underground 13. Pienums & Ducts; Clearance-Mater:al-Support-Ins. 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Dat Card B-1 Date Card B-1 Date7 PLUM BI (Permit) O #'s Wat r Htr, ent- ce-Combu"- it Baffle ater Pipe; Test & Anc-h-o-r-ITRI Protection D.W.V.; Test Fittings & Anchor -Nail Protection r Pan; Test, First Floor -Tub Access ti—Te & Shower, Second Floor -Tub Access QgrGasPipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fix e & Transformer Clearance -Ins. Protection Ele eceptacles Spacing -Lights & Switches at Doors 2 iz bxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. ip. Ground made up w/Mech Fastners-Bond Gas & Water 2 Appliance Circuts in 6itchen & Conductor Size GFI 2G_ Subfeed Wire Size a ga. r AI-A.C. Wire Size/ / ga Cu or AI 3C Range Circ. ! u r AI -Oven Circ. / / ga Cu or AI Insulated 0 No ductors & Ground -Main Disconect p'Clearances Panels-Motors-Mech. Epuip. Clothes Closet Light -Shower Light -Spa Light �C3� oke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 (Single & Duplex) Date M CHANICAL (Permit) OK except #'s Pwlrl_cts Insulation & Support ent Fan, Exhaust above insulation 3". Condensate Drain & 0 rflow, Size & Grade 3• nano - ccess-Comb. Air -Return Air Vent 115 outlet 33 c Access & Platform if Furnace in Attic n / Date Card B- ate Card B-1 (/ Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s Sits Poper Materials & Anchors ails Studs -Nailing Spacing & Braces -Plates -Sound Bearing over Girders & Floor Nailing Stop in Walls (rat proof) Fire ps, Furred Ceilings -Stairs -Chasers -Tubs Lise'Readers & Beams -Size & Bearing Date ®RAMING (Continued) 156,'Hangers-Post Caps -Anchors -Connectors r� moist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting: Rfng. &��irepl ies or Type A Flue -Fireplace Throat clearance (49!{�ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill Hgt. &Dimensions Garage Fire Protection Framing ape Line Firewall & Openings Doors -One 3 -Check Garage 3rd Story, 2 Exits vs; Width -Headroom -Rise -Run -Landing -Fire Protection on Roof Overhang -Attic Vents -Rafter Outriggers g eneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Acces lazing Area -Glass Protection -Skylights -Plastic _59. Shear Walls; Nailing -Bolts 60. Brace Wall Panels ,&A411n— sulation-Walls-Ceilings 62. Infiltration -Walls -Windows Date f115_2 Card 8-1 Date Card 8-1 Date? �It Card B-1 IDate Card B-1 Date FINAL (Plans) OK except #'s Ext Steps -Door & Sidelight Protection -Landings 4. SrwKeDetector 01"Purnace: Vents -Clearance -Comb, Air-Conector- In Gara ; Above Floor-Ducts-Mech. Protection 116. B oom Exiting CyP( & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels & Rails fireplace or Stove, Clearance -Hearth Cle"Elec Outlets at Wood Panel, Int. & Ext. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance Ele ets & Rece ticales at Kit. Counter G rage Fire Door; S-Landin -Closure A.C. D ct in a -Dam er r. Ht nt Clearanc o . it o ector- . 0'- Irage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location X4etlec. Receptacles in Garage G.F.I. -Romex Protection jnsulation-Foam-Looked in Attic IK Guard rails & Deck Construction -Post Caps %e'Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Qtera"rance Looked under loor n Yes ollowin tld. es oNValks &es 0 No/Planters 0 Yes gNo A.C. Unit Disconnect, Electrical -Plumbing nts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings je Water Well, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground entilation. Throught House rotection Cor tions fr vio epC n as eter g s -Electric &o-Wi ter &2ewer Connected -C/O to Grade -HD Approval gy Compliance Certificate -Other Certificates Sf DateS Gry� Card B-1 Rpm Date Card B-1 Date �t����� Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: i V=OK 0 = Not OK ' `=ttReapdy ble NoMOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/0 -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; L.ocation-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /'Uft. / /Nat. or/ /Lt./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Cana B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. , 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J I. u ;r 'COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA --(916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE ��.►.�; � � �.s 9 -2 o a r OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, pleasecont ct this office immediately. r fi'1 Po15 { 0. of,), -e' 3 Is ' ,f�" S iso /JI/% V -G 14, J/ Y -',f A Date ����� Inspector REV 10/92 , - . . ...,,,• fi,_• ,,..s .-.-�.. �.,�......�t'.. � :. ':ate• .w .r...,.. . �. .... v.. COUNTY OF BUTTE n^. BUILDING DIVISION. _ =r: DEPARTMENT, OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 r . 7 County Center Drive, Oroville, CA - (916) 538-7541 'w 6'. .k =Y CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you k-ve any questi?,ns pertaining to this matter, or need additional explanation, 9 7 P rr A. � , Dates—/. -9 Inspectorffy REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT•OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA -'(916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE -06 PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. r / i Date Inspector REV 10/9 a Y I COUNTY OF BUTTE BUILDING DIVISION _ DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. .W Date Inspector REV 10/ OWNER A routine the above is comple please of v COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico,.CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE PERMIT NO. ispection indicates that the following violations of Butte County Ordinances exist at a,ddress and should be corrected. Please notify this office when correction of work id. If you have any questions pertaining to this matter, or need additional explanation, tact is office immediately. �A r: 0 't - Lam. /' cif 4—� of cam©' 10r or� G ,41 C -V.. . a4 t• r "C 7: Date Inspector i. C REV 1 /92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPIVENT SE'i:2VICES 411 Main Street, Chico, CA - (916) 891-2751 " 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE �0 NER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, ,,- -please contact this office immediately. `z j i y i Date 4 , Inspector" ' REV 10192 COUNTY CF BUTTE- DEPARTMENT 6F DEVELOPMENT,4cRVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 •- Telephone (916) 538-7541 97- PET�0. APPLICATION AND PERMIT �� ; ASSESSOR PARCEL NUMBER 041-420-099 ZONING ARMH-C BUILDING PERMIT OWNER SMITH JOHN AND MARTLYN 818 TELEPHONE 794-1812 SO, Fr, OCC. BUILDING VALUATI 5032 R 271 728. OWNER'S MAIUNG ADDRESS 1554 U 27,972. CONTRACTOR'S NAME STEVE FERR IRA TELEPHONE 345-3195 5590 C 7 670. J7 504 POOLRM 17,640. CONTRACTOR'S MAILING ADDRESS 11899 RTITTE, CREEK ISLAND RD Fireplace 12 'A? 3,000. CONSTRUCTION LENDER UNI(NOWN Total Valuation $328,010. Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 1,441.00 ARCHITECT OR ENGINEER LICENSE NO. MARY W -01 -MAN - DR�TQNRR ARCHITECT OR ENGINEER'S MAILING ADDRESS AJF ENGTNERRING 4905 FIN10 ST, RIVERSIDE 92509 Plan Checking Fee $ 936.65 Energy Plan Checking Fee $ 23.00 Penalty $ BUILDING ADD RESS 390 PERMITFEE $ 2 420.65 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 11 7.00 119.01 LOT NO. CLEAR CREEK CEMETERY RD PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 15.0 USE OF STRUCTURE SF IR Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 45.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New It Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM SF - Mobile Home S I G W @20.00 PERMITFEE g 229.00 Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service EOOV OR LESS ( 2ooA OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class `� Lic. No. 33 3 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ADDNS. ( 8. ACC. BUDS. ) sO. 3.5¢ FT. 2,3n 5f NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES p ( 20 Q 1.00 BAL 30 Ex. Occup. ( OUFIXED TLETS(RESD.OEA) 5.00 Temporary Service 23.00 9,4 nn Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 296.50 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensatiorl insurance carrier and policy number are: Carrier 1�'� E IpM.9 Policy Number ( ZlZS�Mobile (The above sections need not I completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall rthwith c mply with those provisions. X Date _AZ-Z�W Signature of Applica t - ❑ Owner AContractor ❑ Agent � �/�f� �Q An OSHA permit is required for excavations 11) '0� e and dem 1`5 iiion t cbfi uction of structures over 3 stories in height. pipY�r�1 MECHANICAL PERMIT Filing Fee 20.00 9 Heating 2 115.00 30.00 Cooling 2 15.00 30.00 Hood 6.50 6.50 Ventilation 4.50 1 27.00 PERMITFEE $ 113.50 Contractor Home Installation Fee $ Energy Inspection Fee Is 46.00 OCC CONST. TYPE TOTAL FEE $ 3,105.65 Hy. 1� D)(EES IMP FLO�DFOD (j PARCEL �D Hj) IL A IL ISsuE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. �i BY D to 7 PERMITEXPIRESON 5 D qd Date) ReceiptNo. 209509 � - •� 3 ,ll WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPECTO GOLDENROD -APPLICANT 09/21/95 10:59 ROBERTSON DOMINICK 4 ROBERTSON AND DO NO.93? 902 f • .1 O.M.B. PIG. 3067.0077 • ELEVATION CERTIFICATE Elptres May 31,1996 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM AYTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to provide elevation Information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME Fe POLICY NUMBFA STREET ADDRESS (Including Apt., Unit, SuitO nd/w 4 dg.Number) OR Pl PO R LITE AND BOX NUMBER COMPANY NAIC NUMBER OTHER9CAIPTION (Lot and Block Number3, etc.) D P4 4I- 4Z,b-- Sr f c -L. STATE ZIP C00@ CITY SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1, COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX A. DATE OF FIRM INDEX s. FIRM ZONE e. BASE FLOOD ELEVATION Qn AO Zone$. UM dootA) Z9•�3� � 399, 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): 71-4 R NGVD -29 LJ other (describe on back) S. For ,Zones A or V. where no SFE Is. provided on the FIRM, and the community has established a BFE for this building site. Indicate the community's SFE: I I U feet NGVD (or other FIRM datum -see Section S. Item 7), SECTION C BUILDING ELEVATION INFORMATION t. Using the. Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages S and 6 that best describes the subject building's reference level -9- . 2(a). FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of the reference levet floor from the selected diagram Is at an elevation of l l 14106 641 feet NGVD (or other FIRM datum -see Section S. Item 7). (b). FIRM Zones V1 -V30, VE, and V (with SFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram.1s at an elevation of I I I I U feet NGVD (or other FIRM datum -see Section B, Item 7). (C). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is W,IPJ feet above or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is LJ.J .0 feet above ❑ or below ❑ (Check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ unknown 3. Indicate the elevation datum system used in determining the above reference levet elevations -,E NGVD '29 ❑ Other (describe under Comments on Page 2). (NOTE: 9 the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section B, Item 71, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on page 2.) 4. Elevation reference mark used appears on FIRM: ❑ YesANo (See Instructions on Page 4) 5. The reference levet elevation is based on: ❑ actual construction construction drawings (NOTE: Use of construction drawings is only valid if the building oes not yet have the reference level poor In place, in which case (his certificate will only be valid for the building during the course o/ construction. A post•Consfruction Elevation Certificate will be required once construction Is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is: I9 19 Is .L@ .feet NGVD (or other FIRM datum -gee Section B, Item 7). C SECTION D COMMUNITY INFORMATION t. If the community official responsible for verifying building elevations specifies that the reference level Indicated in Section C. Item f is not the 'lowest floor' as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor' as defined by the ordinance is: I I I I .0 feet NGVD (or other FIRM datum -see Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA For, 81 -31, MAY 93 RERACES ALL PREVIOUS EDIPONS SEE REVERSE SIDE FOR CONIINUATION 2 2� 10/13/95 14:24 ROBERTSON DOM1 N CK9 0953 ROBERTSON AND DO N0.979 901 �V SECTION E CERTIFICATION This certification Is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation Information when the elevation information for Zones Al A30, AE, AH, A (with BFE),V t—V30,VE, and V (with BFE) Is required. Community officials who are authorized by local taw or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community Issued SFE), a building official, a properly owner. or an owner's representative may also sign the certification. Reference level diagrams 8.7 and 8 - Distinguishing Features—If the certifier Is unable to certify to breakaway/non•breakeway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s). then list the Feature(s) not included In the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. I cerlify that the information In Sections 11 and C on fhls cerfificafe represents my best efforts to Interpret the data ✓available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. E SI L Q CC 3.71 o S CERTIFIERS NAMELICENSE NUMB R (or ANax Seel) TRLE COMPANY NAME A /v 2 AAJ I T?k CT. (f,)� A v A ESS CITY STATE 11► Sat)NATURE DATE PNONE CoplesI Should be made of this Cerlifleate for: 1) community official, 2) insurance sgenVcompany. and 3) building owner. ON sue A v ZONES ZONES wnN DASEMENT A ON /RES. PIERS. OA COLUMNS A v The diagrams above Illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 o� 7 r -Y'.. ..z.�l. a,:411,�n':frr.'Da%f"a"rY.f�LiX,it�l.>ixf'aR:idF:r-'C• <� •a!:1. .•�.h'%. 't,t++ia�i':.'':v+l»-7 i'��4 - �1�r.'v'.^i�•`Ti'^�(1'_.x, .r N i.. s �COUNTYOF BU EPARTMENTO=DEVELOPMENI� ;F-RVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE � OROVILLE,CALIFORNIA95965 -TELEPHONE (916)538-7541 i OWNER PERMIT APPLICATION DATA SHEET � /I Proposed Building Use uilding Inspector �A P.o. Oy'^ IYaa"' QrJ S Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. 2. 3. 4. 5. 6. s 7. 8. All items have been submitted . ........................................ Plot plans, 3/4 sets, signed by preparer of plans . .......................... Complete plans, 3/4 sets, signed by preparer of plans . ....................... Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. Hazardous Material Form. Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings. . e .. ...... Engineered truss details and layout in duplicate (required prior to plan check). .... Mobileho a anu urer's ' st I atio instruct' se . ... ... :... & 9 DV— Fees of'$ Impact fees as shown on attached schedule. .... • . ..� California Department of Forestry plan approval/fees. . % ........ Flood elevation letter (100 year fl g9p ) by California Engineer..�tOp �. . Sanitation and plot plan approval` Health Department . ............ City of Chico plumbing permit . .......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 4V • 17. Planning approval for (A) Use: (B) Parking: — e 18. Contact Land Development about (A) Improvements (B) Drainage. . (� t 19. Driveway permit (construction approval required prior to occupancy). ... C�e.�.. st v 20. Pre -inspection for required. .. o Build �spe for (Date ty%K21. Contractor's license information. No., Name St le, ( y assificat ). ........ "Z 22.. Certificate of Workmans Compensation Insurance. ..... ..... D �- !23: Owner -Builder Verification (Given to owner ,Mail to owne _). ........... C 24. Recorded copy of Agricultural Acknowledgement Statement . .................. <114_y 7 % _1A^ 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . Letter of intent on building use. -GARAGE ........................... . Mobilehome utility clearance . .......................................... - + 29. Documentation of legal access . ..................... :............. ..... Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ................. Existing violations/exr 1111 d. ermits. _ P nxcheck ist..s. R. 1- -- r'P!f`T:+ ................ ZhVIA I _ lftlf,f I& n 1— _7 r ., o TlI 7 I *When you issue t Telephone Other ' Parcel Creation _ t Acreage permit, process as follows: I �d hold for pickup at Applicant Mail to contractor: 0 office. Deliver with inspector. Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution \D Copy of plans sent Health Dept. Fire Dept. Other Date The following data must be submitted p 1. Index permit for above items No. Additional items required: ircle new item not checked above). Date By ractor, designer, owner, was advised of above required data by_ phone _ mail Counter by _ Date :ractor, designer, owner, was advised of above requi ilatarby olphone _ mail Counter by _ Date s checked by Date ,,P, SPlan's approved by Date a a Sets of plans on hold in File cabinet o2 3 ,0 00ifoId department of Public Works COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE-CA 95965 TELEPHONE (916) 5318-7541 SCHEDULE OF FEES DUE OWNER J_dNA-� 1h4,tIAVn.!� A. P. # PROPOSED BUILDING USE DATE REC # DATE REC 1. BUILDING PERMIT FEES Balance Due .............. $ Additional Fees Due ........... $ Additional Fees Due ........... $ Revised Plan Checking Fee ........ $ 2. SCHOOL DISTRICT FEES ct tL t4 Arok 11 (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360..00 = $ 3 (a Units Commercial (sq.ft.) ... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . _ x = $ #Units Amt. Commercial (sq.ft.) . x -=$ Sq.Ft. Amt. _K5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) 6ZX7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) a -��J� / " ' 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) !TAo L 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, livas advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. DATE ATE \2-7 Original -Owner Copy -Building Div. (Rev. 12/96) )-v BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM r (One Form Per Building) •i~ School District Du- r z Building Department No. A.P. Number 00 ( ,C -f W —OSI" Jurisdiction: 0 CityCounty Property Owner :5,o,* i T/-/- ,,T, alt /.f�Y� 1 L �y�•/ Property Location/Address CAerlC •Gerh ZI) Subdivison Lot No. Residential Development Sq. Footage No. of Living MHI Addition (Group R) Units Commercial/Industrial E;;� 0 Sq. Footage New Addition (Including Exterior Roofed Areas) Building Depa ent R esentative y Date (Floor Plans reviewed by School District Personnel) District Identification No. _ %] /9Q School District certifies that _ h Ao)gn� (A Address) o (Applica �q, '—; Gl CJI (Phone Number) (City)-- / '(State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ , 5 representing square feet. AB 2926 $ PULL MITIGATION $ School District Represents ive Date Paid by Check # Remarks: Bank Number Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fullv mitioate its imaact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkl (11/94)dmm May -20-97 10:42A BUTTE COUNTY 916 538-2140 P.01 y BUTTE COUNTY SCHOOLS IMPACT FE£ CERTIFICATION FORM (One form per Building) School District �L� 1��`'Z2� Building Department No. A.P. Number gv2C-0') *S Jurisdiction: City County Property Owner 'r Property Location/Address /V Subdivision Lot No. Residential Development Q Sq. Footage No of Living Mobile Home Addition [/ (Gr u R) Units Installation G7� �L•. �. ` 1 c r �Z1 -1 r- Commercial/Industrial Sq. Footage New Addition Ilncluding Exterior ofed Areas) ��. q Building department R presentative Dat irloor viians rrraviewea by Scnool Ulstrict Personnel) 4'r District Identification No. . 7/ —"D L,('< Yl LIM 4 4C1.7' School District certifies that Cir,--� lle.,� & _ S-eue, I—e rce i rA S rr% j (Applicant) -�qS--31�rS� (Street Address) (Phone Number) 9Ss 39 (City} (State) (Zip Code) has complied with the requirements of Resolution No. 96 / by payment of $ representing 5`5 square feet. B 2926 S a e- .;VL -7 gag ULL MITIGATION 6 til s av School District Representative Date Paid by Check # — / Remarks: Notice: You may protest the imposition of the fees Identified above by submitting a written protest to the District, In compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court action. If. subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fess to fully mitigate its Impact on the school district's schools. White (applicant), Yellow (building department), Pink (School district) rr. feelorm.zls (2/97)dmm -.+s *Y:rry'y�..pit-n.yCi,,...r�Kv.+f..�;{t�,�'!,?r S:wY• ,�.P+ -r+K r '•r i�*ro'y'i`srya+'4?h'.'t;.,:"`F4.ai',"'�`.ti'�i`�^''^3e7•+..a+r:'�V'`�u'fi•:sd],•^'".H,,..r,•va,f+yi'✓"'? •. 4w' -'BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION' FORM DURHAM RECREATION AND PARK DISTRICT , Assessor Parcel Number (s): Property Owner (s): Project Location/Address: Subdivison Name: 0 W0 /\ A_LJ (_ -Assessable Square Footage: R 4—] g L� Type of Residential Development (check one): New Development Alteration/Addition Mobile Home (s) r y ❑ Non -Residential to Residential Comments: Building Division Representative R s;, ' / Date S ' Durham Recreation and Oark,`District_(D'R 10) certifies that Applicant Name Applicant Phone Number Street Addres''s CA -k\ city L State Zip Code has complied with the requirements of the Butte County Board of Supervisors Resolution No. 93 - 114 by payment for square feet at $ 1'*.04 per square foot fortotal* payment of $Ltp DRPD Repr ,sentative r Da a a; PAID BY CHECK No.: Remarks: ' BANK No.: 90 ; PAID BY CASH: RECEIPT No.: , 57L3 9 Y DISTRIBUTION: WHITE- APPLICANT PINK=,DRPD YELLOW -BUTTE CO. BUILDING DIVISION _ PRESIDENTIAL !041-420-055 , pgRMIT#97-0829 SMITH, John & Marilyn Rd,Oro 3909 Clear Creek Cemetery Cont: A Viking Plumbing Fire Sprinklers/SF I� 0 '49 d JOB FINALED (Date �) �0- Signature 0 = Not o OK RESIDENTIAL (Single & Duplex) - = Not ApplicahlP Not Ready Date 52. UNDERFLOOR (Plans) OK except #'s FRAMING (Continued) 1. Zoning-Setbacks-Easments-Flood-Slope Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Ring. 2. Ftg., Main; Soils-Elec. Gmd. / PFtg. Depth Fireplace Ties or Type A Flue -Fireplace Throat clearance 3. Ftg. Garage; Soils-Steel-Elec. Grnd/ P Ftg. Depth 50. 4. Ftg. Porches & Decks; Soils -Steel-/ PFtg. Depth Garage Fire Protection Framing 5. Stemwalls, Main; Steel-Blockouts-Wrapped Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Glazing Area -Glass Protection -Skylights -Plastic 6a. Hold Downs and Special Anchors Shear Walls; Nailing -Bolts 7. Slab, Steel -Wrapped Brace Wall Panels 8. Piers -Fireplace Ftg.-Steel 61. 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 62. 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 63. 15. Access & Ventilation 64. 16. Insulation 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection Date Bedroom Exiting Card B-1 Date Card B-1 Date G.F.I. & Bath Fixtures & Tub Access -Spa Card B-1 Date Card E-1 Date Elec. Trim & Subpanel, Breaker Sizes & Labels PLUMBING (Permit) OK except #'s 69. 17. Water Htr; Vent -Access -Combustion Air Baffle 70. 18. Water Pipe; Test & Anchor -Nail Protection 71. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 72. 20. Shower Pan; Test, First Floor -Tub Access 73. 21. Test Tub & Shower, Second Floor -Tub Access 74. 22. Gas Pipe; Sixe & Anchors 75. A.C. Duct in Garage -Damper Date Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection Card B-1 Date Card B-1 Date Plb., Elec. & Mech. Equip. Listed for Location Card B-1 Date Card B-1 Date Elec. Receptacles in Garage (G.F.I.)-Romex Protection ELECTRICAL (Permit) OK except #'s 79. 23. Fixture & Transformer Clearance -Ins. Protection 80. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 81. 25. Size Boxes & No. of Conductors Stapled 82. 26. Romex Installed Close to Edge of Studs & C.J. 83. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 84. 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 85. 29. Subfeed Wire Size / /ga. Cu or AI-A.C. Wire Size / /ga Cu or Al 86. 30. Ranee Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral 0 Yes 0 No 87. 31. Service -Riser Conductors & Ground -Main Disconect 88. 32. Equip. Clearances Panels-Motors-Mech. Epuip. 89. 33. Clothes Closet Light -Shower Light -Spa Light 90. 34. Smoke Detector 91. Gas Test -Meters Tagged, Gas -Electric Date Water & Sewer Connected -C/O to Grade -HD Approval Card B-1 Date Card B-1 Date Energy Compliance Certificate -Other Certificates Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 52. Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 NoA*Valks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V=OK 0 = Not OKNot - •=NotReadypble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location-Teat-FaII-C/0-Concrete 4. Water; Location -W -Easement Needed (Sketch) 5. Electricity; Location-Clearartces-Gmd-/ /Amp4Concrete 6. Gas; Location -Test -Wrap; / JUL / /Nat. or/ /1 -'ft/ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-Demand-Vahm-Connector 4. Electricity; MH Test-Crossovem-Breakers-Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; SoilsSib--DepthSpacing-ConnectorsSteel 3. Decks; Girders and/or Joists-Decking-BmcingStairs-Rails 4. Wood Awn.; Posts -Beams Rttrs.-Connectom Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.;Sils-AnchorsStudsRftrs-Trusses 9. Siding; Nailinga/eneerStucco-Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries-Terminals-Usted 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/9 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. TesBWater Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISI 7 County Center Drive - Oroville,.Califo� iia 95965 - Telephone (916) 538-7 — (Rev. 12/96) APPLICATION AND PERMIT ASSESSORPARC NUM ER 0 +�1—�+2-0-055 ' ZONING DING PERMIT OWNER JOHN AND MARILYN SMITH TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 609 E SACRAMENTO, ALTADENA CA 91001 CONTRACTOR'S NAME TELEPHONE ' CONTRACTOR'S MAILING D CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ' Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 81 00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3909 CLEAR CREEK CEMETERY ROAD Energy Plan Checking Fee $ $ PERMIT FEE $ 65 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Cl Duplex ❑ Mobilehome ❑ Other 1i SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other f7K Describe Work: FIRE SPRINKLERS ' Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ -- ELECTRICAL PERMIT Fling Fee 20.00 Main Service 00 .A OR LE SS 200A OR LESSSS 23.00 LICENSED CONTRACTOR'S DECLARATION / I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fu force and effect. License Clasy �&_ % Lic. No. 6 172/ s OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46,00NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BUDS. so 3.50FT; NEW T NON-RESNDTBRANCMULTI-OUTL CIRCUI @7.50 PO ER APPARATUS & SINGLE OUTLE T A. Ex. Occup. OUTLET ORFOCTURES AS@' B: o Ex. Occup. Duxt rs AEESSID.OFR.A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forth comply with those provisions. IX ___ Date _ "^ ture of Applicant - ❑ O ❑ Contractor ❑ Agent An OSHA permit is required xcavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 153.65 HAZ. � D. FEES IMPS '— FLOOD CDF PARCEL PD _ HD I su This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. 2 By,A"2T_V)ffL �7Dat EXPIRES ON ate Receipt No.PERMIT WHITE-D.D.S.-B. D. CA SSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTYU BUTTE - DEPARTMENTU DEVE-WPMENTSERVICES - BUILDIW61VIS11ON / 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (9 538-7541 PERMIT APPLICATION DATA SHEET OWNER WR. No. o 7/;* Proposed Building Use 4-17e'Sr I A V-14, Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ................. 5. Hazardous Material Form . ............................................. 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $......................................... 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees......................... 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............ . 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy). .. . . st 20. Pre -inspection for P��O��"ns acton or required. . to Building Ins edorIj (Date) 21. Contractor's license information. (No., Name Style, la ss)fic oI 7T 22. > ifi erof Workmans Compensation Insurance. k . t 1r.rl$!! . . 23. Owner -Builder Verification (Given to owner , Mail to owner _)........... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road..... . 27. Letter of intent on building use . ......................................... 28, Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. P n, check list. ....................................... 33. L In W11 I 34. Whe ou issue the it, PgI[ gess as follows: Ma' - o owner. Mail to contractor. Telephone / (- loop b and hold for pickup at SV l ( office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date 11 Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By i The following data must be submitted prior t9,permA issua e: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: _ :2m 'A:::: - Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date"l Plans approved by Gtilt/1- Date (•� ^'� Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works (Rev. 12/96) COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCELNUMSER��' U ^ — rAl ZONING BUILDING PERMIT OWNER I� TELEPHONE SO. FT. OCC. BUILDING VALUATION 77 AOAD AES9 CrOR'S TELEPHONE' CO TORS NG ADD :COIVTAt7C'RON:(FNDER _. . Fireplace LENDERS MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. FilingFee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ SU4DINGADDRESs PJenr Energy Plan Checking Fee $ $ PERMIT FEE $ TND. SUBDNBIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF KDuplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15:00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoos on mss Main Service 200A TO 1000A 23.00 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter S (commencing with Section 700C) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for. the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 4 I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 131 certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X ______ Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. NEIN CONST. DWELLING occuP. 3.5Qsa. OR ( & ACC. SOS.FT CONST. NON -.....@7.50 PowER APPARATUS 6 SINGLE OUTLET CIR. 204 1.00 Ex. Occup. OUTLET OR FIXTURES BAL (.:) .so Ex. Occu . a�xTLEE°TS Ao) EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. 1 0. FEES I IMP FLOOD I COF PARCEL PO HD UE This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Oere) Receipt N0. WHITE-D.D.S.-B.D. C N •AS ESSOR PINK -INSPECTOR GOLDENROD -APPLICANT V � utte0, BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES John & Marilyn Smith 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 609 E. Sacramento TELEPHONE: (916) 538.7541 FAX: (916) 538-2140 Alta Dena, CA 91001 Re: Single Family Residence Date: 5/14/97 A.P. No. 041-420-055 Permit #97-0028 & 97-0829 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [x] Other: - Portions of NFPA 131): Chapter 2 Action Required: [x] Comply with plan check list [x] Resubmit Plans sheets with revisions as necessary [ ] Submit additional calculations as necessary Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday. Sincerely,,'" 'George R. Kellogg'—C 367 Plan Check Enginee 4 cc Steve F reira 11829 Butte Creek Island Road Chico, CA 95928 L1 SUPPLEMENTAL PLAN CHECK LIST Permit Applicant: John & Marilyn Smith Date: 5/14/97 Permit #97-0028 & 97-0829 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: Permit # 97-0028 Single Family Residence: 1. Supply the remaining items requested on the Permit Application Data Sheet which include:2E.J Lahr r�rt T6jDFkz.. 1.1) Remaining in paet fees gbv t S5� r� g M � APQ (�i��-6 r, ,-I ' Approval of project by Butte County Health Department 1.3) Driveway permit (construction approval required prior to occupancy) Permit # 97-0829 Fire Sprinklers Provide a water supply for the fire system which meets the requirements of NFPA 13D. Chapter 2 Sections 2-1 & 2-2 (see the attached excerpts from Chapter 2). ? The sprinkler heads appear to have a maximum location from walls greater than allowed on the manufactures specifications (page 10 of calculations/specifications) in the livin room and bedFw n #2, Please address this concern. The same situation exists i the, garage or pendent heads intended .may have less than minimum design pressure intende . - Please specify specific head type to be used and address the garage concern. sJ J �t�►J �a b�vi2Co TU 2 0 S- /14 7 2 Water Supply AUTOMATIC SPRINKLER SYSTEMS HANDBOOK 2.1 General Provisions. Every automatic sprinkler system shall have at least one automatic water supply. When stored water is used as the sole source of supply the minimum Sd; quantity shall equal the water demand rate times 10 minutes. (See 4-1.3.)oE I Any sprinkler system is only as good as its water supply; therefore this supply must be automatic and reliable. The adequacy of a public water sup- _ ply is determined in the manner described in 4-4.3 and A-4-4.3 of this stan- dard. When a captured water supply is used the amount should provide at ` 1 least a 10 -minute duration at the water demand rate. An average tank capac- ity would need to be 260 gal (984 L), based on two sprinklers operating at a total of 26 gpm (98 L/min). The tank would then have sufficient water to control a fire while giving occupants enough time to evacuate the residence. Y _ A factor of safety is built into the 10 -minute supply to account for the delay A, in the evacuation of an occupant while he or she recognizes the fire condition. It should be noted that pressure tanks used as a water supply no longer needs to meet -the requirements_of -FPA 22. Tanks constructed in accordance with the ASME Boiler and Pressure Vessel Code may be acceptable provided the air supply is considered reliable by the authority having jurisdiction. AUTOMATIC SPRINKLER SYSTEMS HANDBOOK 536 NFPA 13D: Chapter 2 Y 2-2* Water Supply Sources. The following water supply sources are acceptable:r,m��.< (a) A connection to a reliable water works system. --- (b) An elevated tank. ,(c) A pressure tank designed to ASME standards for a -Rubber Fa pressure vessel with a reliable pressure source. t Check Val, — (d) A stored_water_source with an automatically operated pump.t A-2-2 Connection for fire protection to city mains is often subject to local regula- s u` orcin and tion concerning metering and backflow prevention requirements. Preferred and Connectioi acceptable water supply arrangements are shown in Figures A -2-2(a), (b), and (c). ._..... g When a meter must be used between the city water main and the sprinkler sys- tem supply, an acceptable arrangement is shown in Figure A -2-2(c). Under these circumstances, the flow characteristics of the meter must be included in the hydrau Figure A-2• lic calculation of the system. [See Table 4-4.3(e).] :When a tank.is used for both domestic°and fire protection purposes; a low-water alarm actuated, when the. water; level falls below 110 percent of the minimum quantity -specified -in: Section -2 1- should ` _ be, provided: The effect of pressure reducing valves on the system should be considered in the hydraulic calculation procedures. Pressure Gat City Water Main To Autorr City Gate Sprinkler ValveTo Domestic System Ma;Corol Valve Water Domestic Rubber Faced Meter Shut-off Check Valve Pressure Gauge Valve • 'Rubber Water Flow Figure A - Drain and Test Detector Connection Pressure Gauge To Automatic Figures A -2-2(a), Sprinkler of connections to ci System offs, waterflow del Figure A -2-2(a) Preferable arrangement. j located. When bac AUTOMATIC SPRINKLER SYSTEMS HANDBOOK ENGINEERING Civil Engineers • Plaoners • Surveyors May 26, 1993 County of Butte Building -Department 7 County Center Drive Oroville, CA. 95.965 Re: Lot. Creek Subdivision . AP x'. Gentlemen: COUNTY OF BUTTE BUILDING DEPT JU_N. 0 2 1993_ . At the request of Julia Sabin, I have investigated the flooding potential of the above referenced building site. The recently... adopted flood insurance rate map indicates that this site' -lies within a special -flood hazard area inundated by 100 -year flood from Clear Creek. The base flood elevation has been approximated for . this particular area based on a Rational Formula analysis based upon "the best available information" which included the U.S.G.S. quad sheets and field cross-sections of the creek. A nail has been set in an oak tree approximately 1,8 feet southeast of the existing well casing, near the building site. The elevation. of the nail is 400.82 U.S.G.S.• based upon a County Benchmark, chiseled "X" in the northwest bridge abutment at Clear Creek and Clark Road, elevation 377.71. Based upon our analysis of the tributary basin and existing creek topography, the 100 -year flood elevation at the building site is 403.0. The finish floor of the residence shall be above this elevation. :I trust this provides the information necessary to process the permit, however, please feel free to contact me should you have any questions. Very Truly Yours, NORTHSTAR ENGINEERING WP12:SABIN cc: Julia Sabin R. C. E. 3425.7 Reg.ICapires 30 -SS Mark Adams RCE 34257 Exp. 9-30-95 20 DECLARATION DRIVE r, Him. CAI- MRNIA q5q?6 John' R. Smith 609 E. Sacramento .St. A'ltadena CA 91001 March 5,.1997 To Whom It May Concern, The home we plan to build on Clear Creek Cemetery Road in Butte County is planned to have a three car garage.(approximately 20 by 30 feet - 600 Sq Ft) and an adjacent workshop of about the same size. This space is provided with a garage door to allow easy access with large pieces of wood or large woodworking projects. The workshop will be used for a hobby woodworking shop. For convenience, it will be equipped with a bathroom so that I may clean myself up after doing messy work (such as wood turning) before entering the house. To facilitate cleanup in the shop and to support certain woodworking tasks such as soaking wood before. bending, the shop will be provided with a large sink of the laundry tub type. The space over both the garage and the workshop is to be used as an extended workshop for other hobby and craft activities with access by stairway. Sincerely, MAR 181991 BUTTB �;aTNTY BUILDING DIVISION July 12, 2002 John R. Smith ' 3909 Clear Creek Cemetery Road Oroville, CA 95965 CERTIFIED MAIL Re: Minor Use Permit, AP 041-420-055 Dear Mr. Smith: B E A U T Y v7COUNTY CENTER DRIVE • OROVILLE,CALIFORNIA �95965-3397 TELEPHONE: (530) 538-7601 FAX: (530)538-7785 Enclosed is your validated Minor Use Permit No. MUP 02-15 to allow Minor Use Permit to construct a permanent attached second dwelling in the AR - 2.5 zone on a 5.072 acre parcel. Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, 0 . Diane Lewellen OAIII Enc. cc: Land Development Division (g) Building Division (y) Environmental Health (p) Department of Forestry (gld) MINOR USE PERMIT BUTTE COUNTY PLANNING COMMISSION A U L 12 2002 DATE: Certified Mail Rec.) MUP02-15 PERMIT NO. 041-420-055 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: John Smith, is hereby granted a Minor Use Permit in accordance with application filed: Minor Use Permit for a permanent Second Dwelling Unit, in an non -urban area zoned AR 2'/2 on an 5 -acre parcel. 1. Failure to comply with the conditions specified herein as the basis for approval of application and issuance -of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-41. 2. Unless otherwise provided for in a special condition to this Minor Use Permit, all conditions must be completed prior to or concurrently with the establishment of the granted use. The use granted by this permit must be established within 12 months of the delivery of the countersigned permit to the Permittee. 3.. Minor changes maybe approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. 4. If any use for which a Minor Use Permit has been granted is not established within one year of the date of receipt of the countersigned permit by the Permittee, the permit, shall become null and void and reapplication and a new permit shall be required to establish the use. 5. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. Conditions of Approval: Planning Division 1. Prior to issuance of a building permit for the second dwelling unit, the property owner shall execute and record a covenant running with the land. A copy of the recorded covenant shall be submitted to the Planning Division and the Building Division. The covenant shall be on a form approved by the Department of Development Services and shall: r (a) Stipulate the occupancy requirement of Condition 2, below; (b) Prohibit any land division, merger, or lot line adjustment that results in a parcel containing the two dwellings, which is less than twice the minimum parcel size requirement of the zone; (c) Stipulate that any land division proposing to place the dwellings on separate parcels must meet all the zoning and development requirements for dividing land in Butte County, including, but not limited to: lot size, lot configuration, septic requirements, . and setback standards of the zone in which the parcel is located; and (d) Stipulate that if all such zoning and development requirements cannot be met, the parcel shall not be divided. 2. The owner of the parcel or lot must occupy either the main dwelling or the Second Dwelling Unit. Environmental Health 3. Under County Permit, install additional leachfield area that meets Butte County "Environmental Health Division requirements for a new dwelling. Fire Department/CDF 4. Construction, installation or development of structures or facilities on the parcels/lots shall ,comply with the latest California Fire Safe Regulations, (Public Resources Code 4290), and all other applicable State and County codes, ordinances and regulations in effect at the time of application for improvement permits. 5.• 'Building identification and/or addresses shall be installed in conformance with Public Resources Code 4290 and shall be posted at the beginning of building construction and maintained continuously thereafter. Building Division 6. Building Permits Required... Prepare four (4) sets of construction plans and make an application for permit. Construction shall comply with federal, state, and local regulations. Plans shall be prepared, sealed and signed by a California Licensed Architect or Registered Engineer for non-residential buildings and certain residential buildings. 7. Proposed improvements shall comply with Title 24 energy conservation regulations. Appropriate compliance forms (two sets) shall be submitted indicating compliance with those standards. 8. Development fees for the proposed residential improvements shall be paid prior to the issuance of building permits. The fees shall be those in effect at time of application, and shall include, but not be limited to, School Fees, Park and Recreation District fees, Water and Sewer Service Fees, Permit and Plan Check fees, and Fire Protection Fees. Other 9. Applicant must comply with all other applicable State and local statutes, ordinances, and regulations. NOTE: Issuance of this Minor Use Permit does not waive requirement of obtaining Building and Health Department permits before starting construction, nor does it waive any other. requirements. Butte County Planning Commission airman CC: Land Development Division Building Division Health Department Butte County Fire Department/CDF Assessors Office U 135'0' APPROXIMATE LOCATION �j OF EXI5TIN0 �- LEACH FIE EXISTING ENTRANCE PROPOSED PARKING AREA PROPOSE 1'3" FOR CONVERSION ROM WORKSHOP -1 HABITABLE SPACE TO LIVING SPACE (SECOND FLOOR) (0 N APPROOXIDRIVEWAVS r AMATEIV ASSS SHOWN DRAWN BY: JOHN R. SMITH 3909 CLEAR CREEK CEMETERY ROAD OROVILLE CA 95965 (SCALE: , IN v 100 FT h--100'0' fHOUSE WE10' X 10' LANDSCAPE SHED 5.072 ACRE ASSESSOR PARCEL NUMBER 041-420.055 3909 CLEAR CREEK CEMETERY ROAD OROVILLE CA 95965 D E EVE ,SAN 3 12002 BUTTE COUNTY PLANNING DIVISION 0 w pAPPROVED DATE jVt -WU� Plan USE PERMIT VARIANCE MINOR U.P.,,L0_ADM.PERMIT _ PLANNING COMMISS. DIRECTOR OF DEVELOPMENT SERVICES 5 5 2,5v 9-7-zcl 2 BUILDING DPA'_##'i`. it X% eat vm w Is 5 M. �; -1 �Q�ur�vul(JhA` f LSSUI25 IOC �s Fy w WEE3 STIFFE No. 1710 y 9 1/ 2" BCI 4 5 12" 0. C. Exp..Wl-0l t., GARAGE ROOF LAYOUT. OF CNO SCALE -A -A �l MATERIAL SCHEDULE NOMINALIZED FLOOR FRAMING SCHEDULE -1ROOF.dw :: Dote: 02 Sep 1997NOMINAL LENGTH DESCRIPTION 24, /45 PI Web x 9-1 /2 6' /45 Ply Web x 9-1/2" File: smith RK QTY 42 60 —4 MR 74 8CI/45 PI Web x 9-1/2pf " 10 1/4" BLKG V -Lam 2800 3-1/2 x 11-7 0 4 V—Lo x 8. 1 -Lam 2800 5-1 4' x — " 37 FRAMING LEGEND Ti F = Total Lineal Footo e Soles Presentation Drawing to dimensional check has been mode with then design and irawings of the building, therefore oads °a d details carefully. ipprove all dimensions, quantities, chis drawing has not been checked by Boise Cascade Engineering. in, \1 ��zz eE�Z' PENN (0,412- R toy( to QoE-\cnC?"60U{r Oot�mf�,R �� �+ x I o To AR e�J DING DEPARTI 4-17 OOPIM -R P`�o�� - 2 W %I\ e>F— 2X 10 12'4.rrRO DESIGN NOTES: RED WOOD PRODUCTS 1.) INSTALLATION OF BOISE CASCADE THECURRENTINSTALLATION MUST BE IN ACCORDANCE GUIDE AND APPLICABLE BUILDING CODES. FOR BLOCKING REQUIREMEN TS, SEE INSTALLATION 2.) REFERENCE TO STRUCTURAL/ARCHIITEC UBE LRPLANS D 0 ND FRAMING DETAILS. ALL REVISIONS SHALL APPROVED BY THE OWNER, THE CONTRACTOR AND/OR THE PROJECT ARCHITECT/ENG (W*r -J.cy\ No. 1710Exp.3-01-01 3.) DESIGN LOADS: (Vertical) ROOF t16 psf LIVE LOAD 20 psf DEAD LOAD nLENAME.: SMITH GAR-1ROOF CARD BY: TAB DATE: SEP. 2, 1997 DESIGN BY TAB SCAL NONE REVIEW BY: TAB F Cmc THE BUILDER'S CHOICE 'ESTERN BUYERS MOO" If bvj0vL"uuv- GARAGE ROOF LAYOUT 1 ort CHICO CALIFORNI / I 2x—beveled plate for slope greater than '/4/12. For slope greater than 4/12 additional connect be,requ 10d nails 6" o. c. 3/4" or 1 " backer block 2x4 one sid 135 plf 2x6 one sid 240 plf 2x Simpson VPI connector or equal con be used in lieu of beveled plate for slopes from 1/12 to 6/12. BEVEL TOP PLATE 2x OUTL ') NOTT TTO O ' NOT TO SCALE BUTTE COUNTY GUIDING DEPARTMENT . Web stiffener required each side for 14" and deeper BCI inict nnly _,oma 4 BIRDSMOUTH CUT DETAIL NOT TO SCALE Q�OfESSIO�, SJRJ. Do not bevel cut joist beyond inside face of wall. —1 0 ExROOF DFTA11-p.3-313-31-01 Fpr NO SCALE BEVEL NOT HEET�' Simpson MSTI 36 with 10-10d. �, Double beveled wood plate. VERSA—LAM LVL support beam. 3 RIDGE BEAM NOT TO SCALE Web stiffener required each side for 14" and deep- ----1 --I.- 2x4' bloc for soffit support. 'C"t. (D SOFFIT DETAIL NOT TO SCALE J. cy No. 1710 * Exp.331-01 ` 9jbuCT��P �OF CADD F1LENAME: DE TA1 L 11 R. D WG CADD BY: TAB DATE: AUG. 28, 1997 DESIGN BY TAB SCALE: REVIEW BY.• TAB NONE % THE BuiWEKs choice WESTERN BUYERS SMITH RESIDENCE XET NUM&ER ROOF DETAIL SHEET2 OF 21 LU No:1710 *Cc Exp. 2E -y -,2*7-Z COUNTy R F --=3l o (-�C� 42� U62. Fl PAARA'GE. .7/8n BCI 4.5 @ 12" o.c. 2nd FLOOR LAYOUT"�` NO SCALE t-6 g 1 No. 1710 Exp.3�31-01 * vAPP¢lQ��ENT ED MATERIAL SCHEDULE #S �L�LK�NU 1S Dc) 0bL. Q UNOE.R W ALL S DESIGN NO TES: 1.) INSTALLATION OF BOISE CASCADE ENGINEERED WOOD PRODUCTS MUST BE IN ACCORDANCE WITH THE CURRENT INSTALLATION GUIDE AND APPLICABLE BUILDING CODES. FOR BLOCKING REQUIREMENTS, SEE INSTALLATION Go,DrE. 2.) REFERENCE TO S TRUC TURAL/A RCHI T,ECTURA L PLANS FOR FRAMING DETAILS. ALL REVISIONS SHALL BE REVIEWED ANC APPROVED BY THE OWNER, THE CONTRACTOR AND/OR THE PROJECT ARCHI TECT/ENt;INEERt 3.). DESIGN LOADS: (Verticol) FLOOR 40 psf LIVE LOAD 10 psf DEAD LOAD CARO RENAME: SMITH GAR -1 FLOOR I CADD BY- TAB DATE: MAR. 26, 199 ,T -!E BUILDER'S CHOICE REVIEW BY. TAB scA` DEWN BY- TAB NONE ! . W8STERN BUYERS GARAGE 2nd FLOOR _al 4oF� CHICO CALIFORNI NOMINALIZED FLOOR FRAMING SCHEDULE File: SMITH GAR-1FLOOR.dw .: Dote: 28 Mor 1997 MRK QTY DESCRIPTION NOMINAL LENGTH 1 33 BCI/45 Ply Web x 11— 7/8" 42' 2 2 BCI/45 Ply Web x 11 — 7/8" 22"' 3 3 BCI 45 'Ply Web x 11— 718" " y" 4 2 BCI 45 Ply Web x 11— 7/8" 4' 5 66 BCI 45 Ply Web x 11-7 8" 1011/4" BLKG 6 TLF Verso—Rim 98 x 11-7 8" 140' TLF 2800 3-1 8 9 1 m .. .. 9, V—Lom 2800 5-1/4" x 14" 9' _ FRAMING LEGEND TLF = Total Lineal Footage Soles Presentation Drowing No dimensional check hos been mode with: the design drawings of the building, therefore purchoser is to check and approve all dimensions, quantities, loods qnd details carefully. This drowin has not been checked by Boise Cascade En ineerin . #S �L�LK�NU 1S Dc) 0bL. Q UNOE.R W ALL S DESIGN NO TES: 1.) INSTALLATION OF BOISE CASCADE ENGINEERED WOOD PRODUCTS MUST BE IN ACCORDANCE WITH THE CURRENT INSTALLATION GUIDE AND APPLICABLE BUILDING CODES. FOR BLOCKING REQUIREMENTS, SEE INSTALLATION Go,DrE. 2.) REFERENCE TO S TRUC TURAL/A RCHI T,ECTURA L PLANS FOR FRAMING DETAILS. ALL REVISIONS SHALL BE REVIEWED ANC APPROVED BY THE OWNER, THE CONTRACTOR AND/OR THE PROJECT ARCHI TECT/ENt;INEERt 3.). DESIGN LOADS: (Verticol) FLOOR 40 psf LIVE LOAD 10 psf DEAD LOAD CARO RENAME: SMITH GAR -1 FLOOR I CADD BY- TAB DATE: MAR. 26, 199 ,T -!E BUILDER'S CHOICE REVIEW BY. TAB scA` DEWN BY- TAB NONE ! . W8STERN BUYERS GARAGE 2nd FLOOR _al 4oF� CHICO CALIFORNI M i Ip, Load bec.Yin �i BCI bloc BCI BLOCKING DETAIL L� NOT To SCALE Load bearing wall above (stacked over wall below.) Q�OF o J. No. 1710 Exp.3.31-01 OF BCI joist blocking. &NTERMID. BEARINGDETAIL NOT TO SCALE R Load bearing wall above (stocked over wall below.) Note: Minimum 2x6 bearing plate required if used with 60 series joist. . �� BCI RIM JOIST L NOT TO SCALE 4000 pounds per foot Vertical Load Capoci Nail Verso—Rin? 98� ,to BCI Joists With 1 —8d noils. one on top and one at bol VERSA—RIM 98 NOT To SCALE BCI joist Backer block. honger. Nail with 10— \ �\ 10d nails. Notes: 80 floor j to carry wall aboi over wall below. Q --BEARD 8 VE Web stiffener ottoct 18" and 20" depth. 2� min. Small gap 4 max. 2 Filler block. vD Nail with 10— ,�6 10d nails. � Backer block required where 2x—block hanger load exceeds 1000 lbs. 2" min. Plywood .4" max. 1" x 25 �1 BCI HEADER OPENING 2 WEB STIFFEI NOT TO SCALE _� ' SQUASH BLOCK DE � C®UNTO � G 18UU.[)11NG3 DEPARTMENT DETAIL SHEET P R 0 V E DNO SCALE )ist must be designed ve when not stacked J_G WALL DETAIL NOT TO SCALE 4000 pounds per foot Vertical Load Capacity _RSA RIM P+orollel NOTTO Semi Tment for a min. max. 18" requires 2-8d nails. clinch. 20" requires 3-8d nails, clinch. Tight fit. I web stiffener: %,6 minimum. TIER DETAI'_ NOT TO SCALE Note: Check with local building officials for use of this detail in areas of high lateral forces. 3/4 (48/24) sheathing , rim joist. I/1 61 2x—block PLYWOOD RIM. DETAIL T NOT TO SCALE 3/4" Plywood ;t eking. NOTE: Refer to Boise Cascade Installation Guide For Reinforcement Requirements. For further assistance contact Boise Cascade Engineering. �_ CANTILEVER DETAIL NOT TO SCALE Toe noil to watt plate using 16d at 12" o.c. or 10d at 6' o.c. (use 5/6 of lateral nail capacity.) Use 5/B or 4 Machine Bolts spaced as required. 2x— Ledger V f gee table for Butt sections end to end. Joints should D'aphrogm Shear occur between joists. Capacities. VERSA—RIM w/ LEDGER 9 NOT TO SCALE Solid block all posts from above to bearing below POST LOAD DETAIL NOT TO SCALE cADD FlLENAME.: DETAIL 11.DV CADD BY TAB DA TE: MA Y 23, DESIGN By TAB SCALE: RENEW Bl: TAB NONE J. No. 1710 * Exp.331-01 OF 610 199 THE BUILDERS CHOICE WESTERN BUYERS SMITH RESIDENCE1 SREET xwWe DETAIL SHEET 5oF5 of SEC. 22 T 2/ N. R. 3 E M. D. 8,( M , '13 E 1 .5 1311.7 4� O `\ 4 1 12.824 AC S, N t5l.772S 452.33 1 0qu -� -f :� 5l �► ' LL M 11 3 7 2 ^� 46 "� 1 $ 740.47 Q Z!' J 13.36 AC 9.978 AC 7)a�� .Y 4 1511.51-' 1050.67. ;& 500.00 786512 ''P.13AC 67$.21 � 41 10 I• O OI a �oasc ft - - - -* 752./7 ►25� 1 ® 2 10 Ac AR CREEK SUB 22. IW�I a 381 v 051.62 10/-4 PMSOs72 1144.62 o 1553.02 99 4c ,' 3*77 �► . 139. 83 • I 1aa2.39 I ',� 47.42 Ac 616.n 2 1 ' O5 A �14� 64397 —4 16f' �� n� 3. OAC 7co V I 3e� — + L 5.0 Ac. 2 `3AAc I a 1 I.1.9f• --- ----- s OAD ' �2��• 22 s •9•�s'4o'c.� ' 'I. 041-420-055 PERMIT#97-0028 SMITH, John & Marilyn 3909 Clear Creek Cemetery,Oroville Cont: Steve Ferreira New Single Family 041-420-055 PERMIT#97-0029 SMITH, John & Marilyn 3909 Clear Creek Cemetery,Oroville Cont: Steve Ferreira Z�I�,� New Pri Pool & Spa FmhL ' 041-420-055 PERMIT#97-0829 SMITH, John & Marilyn Rd,Oro 3909 Clear Creek Cemetery Cont: A Viking Plumbing Fire Sprinklers/SF rjmL 6' -If 8 BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 July 20, 1999 John and Marilyn Smith 3909 Clear Creek Cemetery Road Oroville, CA 95965 RE:' Post Construction Elevation Certificate A.P. #041-42-0-055 3909 Clear Creek Road, Oroville Dear Mr. and Mrs. Smith: This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41.2, we sent you a courtesy. notice dated May 25, 1999 notifying you that you are in violation of the (BCC) at the above -referenced location. As of this date, the following violations still exist. Failure to obtain the required Post Construction Elevation Certificate in violation of the Butte County Code as follows: (a) Section 26-22(b) (7) The above violation shall be corrected or.abated by obtaining the Post Construction Elevation Certificate and submitting the Certificate to this office in a timely manner. This is your final warning. Unless. you contact this office and make the proper arrangements to correct or abate the. violation(s) voluntarily, within ten _(10) days from the date of this letter, enforcement shall be pursued through the. issuance of a citation (ordering you to appear in, court) for said violation(s) and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing. to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of. the premise the violation concerns, a description of the violation, the date of your conviction and the action necessary. to correct or .abate the violation(s). i Letter to John and Marilyn Smith RE: Post Construction Elevation Certificate A.P. #041-42-0-055 ,Page 2 July 20, 199 ,Should you have any questions concerning this matter. Please contact 'Michael C. Vieira in this office at the address or telephone number listed 'above. Sincerely, Micha 1 C. Vi ira, C.B.O. .Manager, Building Division ,MCV:dms 'cc: Robertson and Dominick, 870 Manzanita Court, Chico CA 95926 -7/1 Z (0/1, f o�N tej%,oWDiN(;- P'sT cul. ener/F/G¢-7-E Nw,,> ;er-FgeeD Thr _ n4 -y r.677m_ -ib /Y rs od m-e4-77oAj- a) 4-5 . 7a POOVI 'r civ • .-T ez> - 7" T �ucrrcv x ��cT Pos, c®,c1�T�e cer-r &Y 1 2 3 4 s 6 7 a 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 PROOF OF SERVICE BY MAIL I am over the age of 18 and not a party of this cause. I am a resident of and employed in the county where the.mailing occurred . My business address is: I served the foregoing (A.P. #041-42-0-055) Building Division Department of Development Services 7 County Center Drive Oroville, CA 95965. SECOND NOTICE VIOLATION LETTER by enclosing a true copy in a sealed envelope and depositing said envelope in the United States mail with postage prepaid on 20TH. OF JULY. 1999 and addressed as follows: JOHN AND MARILYN SMITH 2909 CLEAR CREEK CEMETERY ROAD OROVILLE, CA 95965 I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration was executed on 7/20/99 at OROVILLE , California. Donna Sperling Office Assistant III John,and Marilyn Smith 3$09.Clear Creek Cemetery Road Oroville., CA 95965 ,�iutte C L A N D O F NATURAL W E A L T H A N D BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 May 25, 1999 RE: Post Construction Elevation Certificate A.P. #041-42-0-055 3909 Clear Creek Cemetery Road, Oroville .Dear Mr. and Mrs. Smith: 'This is a courtesy notice' to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to obtain the required Post Construction Elevation Certificate in violation of the Butte County Code as follows: (a) Section 26-22(b) (7) Since Post Construction Elevation Certificates are required, please submit the Certificate to this office in a timely manner. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised than Butte County has an active Code Enforcement Program which providesan effective means of enforcement :if voluntary compliance is not obtained. Enforcement may be pursued through the' issuance of citations, fines and the recording. of a Notice of Violation including a description of the action necessary•to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely, MCV•dms Mich el C. •eira, C.B.O. Man ger, Building Inspection cc: Robertson. and Dominick, 870 Manzanita Court, Chico, CA 95926 N November 23, 1998 Robertson & Dominick 870 Manzanita Court Chico, CA 95926 Attn: Eric Robertson, R.C.E. 1;1(tte 1co, L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Actual Construction Elevation Certificate 3909 Clear Creek Cemetery Oroville, CA 95966 AP# 041-420-055 Building Permit # 97-0028 Dear Mr. Robertson: Review of inspection records for the structure referenced above revealed that an "actual construction" FEMA Elevation Certificate was not submitted. Elevation Certificates must be submitted prior to construction and upon completion of the referenced "lowest floor" or prior to final inspection. An "as built" Elevation Certificate is generally required to properly determine flood insurance rates and may have been completed for that purpose. If a certificate has been completed, please forward an original to the Building Division at the address above. If a certificate has not been completed, please complete and submit a FEMA Elevation Certificate to the Building Division within 30 days of the date of this letter. Sincerely, Mic ael C.ieira, C.B.O. Manager, Building Division cc: John & Marilyn Smith, 3909 Clear Creek Cemetery Road, Oroville Kristen Kingsley, DWR Division of Flood Management ESRI ArcExplorer 1.1 Map Title lec-)FOIV-7- S�oAl Ir', 'V F -I BOOK41 FLOOD98 (F—ZONE) A AE AE -F AH AO X Xcity ............. ........... ..............XF Thursday, Nov 19 1998 - INSTRUCTIONS FOR RECORDING AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT ' 'k'`• 1 tee:;• ,:;.. ' x ° �� _'xxik� ��kx����uSi. 'Insert -the legal descrrot�ion df the property in the space provided' on the attached form. The illegal description is the narrative description of the property - which •will be on your deedrF ou don't have access to the deed the Recorder's Office can rovide�'this information '`'The p5k �,�Y . p E description may be handwritten or typed in the space provided or attached on a separate sheet if more space is required.) f 4- 2.. Propezty owners must, sign the form in the presence of a Notary Public and have the form T „T , 15 15 T •t- �:3.�:' �Makd'a�copy',of.the form and then take the original and copy to the Recorder's. Office at 25 County Center Drive, Oroville(the Administration Center building)..' The Recorder will . record both the.original and copy. They will keep the original and return the copy ari yeti WL I: % `� . �.: 9 iiacic to the Building Division at 7 County Center Drive: ` (If you don't have access to a copier the Recorder's Office can make the copy for an additional charge.) — RECORDER'S FEES ' $6.00 - 1st Page ti "$3.00 $3.00 - Each Additional Page $1.00 - Copy Charge (1st Page) $ .50 - Copy Charge h AdditionalPage) • �' RECORDER'S OFFICE. HOURS: 9:00 a.m. -1.00 p.m. (Mon - Thurs) J And when recorded mail to: Building Division #7 County Center Drive Oroville,Ca. 95965 9 .. .. .. " r J� ,. L6i:Ei�yt�Ja�A..!. ... - .a. .Aus�'.J ., f.. .... • ls. • J..•....... .. a ah AGRICULTURAL STATEMENTfOF ACKNOWLEDGMENT -%'7" FOR RESIDENTIAL ENTL DEVELOPMENT - K�.a. Section 26-8 of the Butte County Code requires thisacknowledgment to be recorded-pnor'to issuance of a building permit. The -• property described herein is adjacent to land'or"included sT •within an 'arean zoned for agricultural "purposes, and residents of this praperty gray bel sOject to ie conve^.iencr6'*� dIS.^aIllf^rE ftom. the' use '±�f avr cultu r.' . chemi6ds, ln.Z1uding. but not lI^`lted to , herbicides, pesticides . and fertilizers: And from the pursuit of agricultural operations. including, but not .limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise., and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort -from normal. necessary farm operations. f-` All that real property situate in the County of Butte. State of California. described as follows: PARCEL A: Parcel 2, as shown on that certain Parcel Map recorded October 7, 1991 in the office of the Recorder, County of Butte, State of California, in Book 125 of.Maps, at pages 3, 4 & L 5. AP No. '041-420-.055 PARCEL B: A 75 foot_ access easement and cul-de-sac for ingress and'egress and public utilities over Parcel 1 as said easement and cul-de-sac are shown on that certain Parcel Map recorded October 7, 1991 in the office of the Recorder, County of Butte, State of California, in Book 125 of Maps, at pages 3, 4 & 5. Date:,,,, /�� /I fT PROPERTY OWNERS: State of California ) '. Countv of tos On `� io before me, T byE/fME Yv-ea personally appeared ,727H,1 /Fo/3a-n;5V-71r1-1 V 5y s,16,7 � ' personalh known to me (or proved to me on the basis of satisfactory evidence) to be the person(V whose name(s)4dare subscribed to the within instrument and acknowledged to me that hefsWthey executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the .entity upon behalf of which the person(s) acted, executed the instrument.. WITNESS my hand and official seal. ellw J. WEHMEY g COMM. #1055270 y W � NOTARY PUBLIC • CALIFORNIA LOS ANOBLO AOUNtV Signature _ Seal: My Comm. E#re6 July 1, 1998 A. P.# NOTE TO RECORDER: DO NOT RECORD THIS SIDE A.A. - ............ fi'I"AT£�ME�'. EJF t�4��N�t�L G. Instructions for recording Agricultural Statement of Acknowledgement: 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. ( The description may be handwritten or typed in the space provided or attached on a separate sheet if more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3.. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy.. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $6.00 -Ist Pager $3.06' -*Each Additional Pageic fit, RECORDER'S OFFICE HOURS: 9:002LM' . - 3:00p.m. (Monday Thursday).` OVER And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 i AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT 'FOR RESIDENTIAL DEVELOPMENT., Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land 'or included within an area zoned for agricultural purposes, and residents of this property.:^ay be subject to incorve_ .iences or discomfort from. the, of agricultural chemicals..including. but not limited to herbicides. pesticides, and fertilizers: and from the pursuit of agricultural operations including, but` not limited to cultivation. plowing, spraving, pruning, and harvesting which occasionally generate dust, smoke. noise, and odor. Butte County has established agricultural'purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal. necessary farm operations. All that real property situate in the County of Butte. State of California, described as follows: PARCEL A: Parcel 2, as shown on that certain Parcel Map recorded October 7, 1991 in the office of the Recorder, County of Butte, State of California, in Book 125 of Maps, at pages 3, 4 & 5. b AP No.'041-420-055 PARCEL B: A 75 foot access easement and cul-de-sac for ingress and'egress and public utilities over Parcel 1 as said easement, and cul-de-sac are shown on that certain Parcel Map recorded October 7, 1991 in the office of the Recorder, County of Butte, State of California, in Book 125 of Maps, at pages 3, 4 & S. Date: �/pfl PROPERTY OWNERS: - - State of California ) County of Aes -4y, iYr-!; ) On `� is before me, T Wc%Mr y> personally appeared .70N/V 5w%?1r1s( IV 17,9raiLvN 921>1 ersonallc known to me (or proved to me on the basis of satisfactory evidence) to be the person(* whose name(s) U/are subscribed to the within instrument and acknowledged to me that beftWthey executed the same in hisAver/their authorized capacity(ies), and that by hi&4ber/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument..„�q, WITNESS my hand and official seal. A J. VVE H;f`yE 19 COMM. #1055270 D S ® NG'!A;;y PUBLIC • CAW ORNiA W :?v AN3ELE9 COUNTY Siytnaturc Seal: My Cr... -rim. E>�iree Juy 1, 1999 A.P.# ' I NOTE TO RECORDER: DO NOT RECORD THIS SIDE Instructions for recording Agricultural Statement of Acknowledgement: 1 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. ( The description may be handwritten or typed in the space provided or attached on a separate sheet if more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive. Oroville (the Administration Center. building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $6.00 - 1st. Page . 53.00 Each Additional Page RECORDER'S OFFICE HOURS: 9:00a.m. - 3:00p.m. (Monday - Thursday). OVER LOERKE INSULATION CO., INC. - INSULATION CERTIFICATE Clear Creek 3emetary Rd. Oroville Number and btreetCitv County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Brand Name Thickness, (inches) , Thermal Resistance (R -Value) 2. CEILING ' Batt or Blanket Type Fiberglass Batts Brand Name Schuller Int. Thickness (inches) 5-6710.25713" Thermal Resistance (R -Value) R21/R30/R38 Loose Fill; Type Fiberglass.. Brand Name Schuller Int. Contractor/s min. installed weight/ft sq. .659 Ib. Minimum Thickness 16.25" inches. . Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R38 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 6.75" 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) V� - 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches DECLARATION Brand Name __Schulte Thermal Resistance (R -Value) R19 Brand Name Schuller. Int Thermal Resistance (R -Value) Brand Name Thermal, Resistance (R -Value) F Brand Name Thermal Resistance (R -Value) , I hereby cert' that the above insulation was installed in the building at the above location in conformance x with the current Energy Efficient Standards for residential buildings (Title 24,Part 6, California :Code of,� Regulations) as indicated on the Certificate of compliance, where applicable. C.L.#499150 LOERKE INSULATION CO., INC. t�#� Signature, ateI';,- -v-Installing Subcontractor Co. Name)Or General Contractor (Co. Name) Or Owner Item As Signature, Date Installing Subcontractor Co.Name) Or General Contractor (Co.Name) Or Owner Item Signature, Date - Installing Subcontractor _ (Co. ) ame) Or General Contractor Co. Name Or Owner LONGFELLOW"" LUMBER CO. IN'co ■ Quality Truss Design. ■ Roof & Floor Systems egg OV WMDW6 DEPAI ;Pp-RpV 89 Loren Avenue Chico, CA 95928-7434 (916) 893-0112 e FAX (916) 893-0140 i Customer: Job No: S M11'JA Address: C� 4edA CAMP9AL 4f��•A►CT�Q� �� � c,0440. Alpine Engineered Products, Inc. QR�FES _. Christian W. Chappell J % 8351 Rovana Circle e Sacramento, CA 95828-2522 W No. 1710 Z (916) 387-0116 Exp.33I 9j�UC?11��� * • 0 • AN: OF of ca ° Timber Products Inspection, Inc. v t) Cwt C ! P.O. Box 20455 T Portland, OR 97220 (503) 254-0204 [?????][ALPINEI[UBC CODH]IFFl](SMITH/WALK IN SMITH FLOORS FINAL] [TOLL 40.0][TCDL 10.0)(SCDL S.OIIBCLL 0.0j[DF 1.00][OC 24.0][NM 11 (No Plywood] =====Bearings--- IX-LOCI[React][Size]. =e=ee ( 0.001( 1008I[0.23] (18.3311 1008][0.233 EndPts MaxTen NaxComp AXL BND CSI GLC S Grade Length Pitch Brace 2- 3 0 -1 0.00 0.28 0.28 1 2 FL #1 30.00 0.00 024 3- 4 0 -3386 0.22 0.27 0.49 1 2 FL #1 30.75 0.00 024 4- 6 0 -3386 0.15 0.28 0.43 1 2 FL #1 28.00 0.00 024 6- 8 0 -4092 0.22 0.28 0.50 1 2 FL #1. 20.25 0.00 ®24 8-10 0 -4090 0.23 0.23 0.45 1 2 FL #1 16.25 0.00 024 10-11 0 -3408 0.21 0.29 0.50 1 2 FL #1 30.75 0.00 024 11-13 0 -3408 0.22 0.23 0.45 1 2 FL #1 30.75 0.00 ®24 13-14 0 -1 0.00 0.27 0.27 1 2 FL #1 30.00 0.00 024 1- 5 2020 0 0.38 0.15 0.53 1 2 FL #1 61.00 0.00 072 5- 7 4089 0 0.77 0.06 0.83 1 2 FL #1 28.75 0.00 072 7- 9 4092 0 0.77 0.15 0.92 1 2 FL #1 20.25 0.00 072 9-12 4058 0 0.76 0.17 0.93 1 2 FL #1 46.25 0.00 ®72 12-15 2022 0 0.38 0.12 0.50 1 2 FL #1 61.00 0.00 072 0- 1 0 -10 0.00 0.03 0.03 1 2 FL Standard 10.61 -44.72 0- 2 4 -5 =-=Fictious Member=-= 2 FL Standard 4.07 11.00 -- 14-16 4 -5 =-=FiGtious Member=-= 2 FL Standard 4.07 -11.00 -- 15-16 0 -10 0.00 0.03 0.03 1 2 FL Standard 10.61 44.72 EndPts MaxTen PSaxComp AXL GLC S Grade Length Brace 1- 2 0 -106 0.01 1 2 FL Standard 11.50 1- 3 0 -2197 0.43 1 2 FL Standard 32.13 3- 5 1484 0 0.75 1 2 FL Standard 32.13 4- 5 0 -217 0.03 1 2 FL Standard 11.50 5- 6 0 -775 0.14 1 2 FL Standard 29.58 6- 7 51 0 0.03 1 2 FL Standard 11.50 8- 9 0 -37 0.01 1 2 FL Standard 11.50 9-10 41 0 0.02 1 2 FL Standard 19.30 10-12 0 -706 0.14 1 2 FL Standard 32.13 11-12 0 -252 0.04 1 2 FL Standard 11.50 12-13 1505 0 0.76 1 2 FL Standard 32.13 13-15 0 -2199 0.43 1 2 FL Standard 32.13 14-15 0 -107 0.02 1 2 FL Standard 11.50 Node X -Loc Y -Loc Plate def1Y(L) deflY(T) dxL dxT 0 0. OD 8.92 W1.5X4 ---- ----- ---- ----- ---- ---- 1 0.23. 8.06 W3X8 0.00 L/999 0.00 L/999 0.00 0.00 2 0.25 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 3 2.75 9.15 W3X8 ---- ----- ---- ----- ---- ---- 4 5.31 9.15 W1.SX4 ---- ----- ---- ----- ---- ---- 5 5.31 8.06 W3X10 0.31 L/691 0.43 L/502 0.01 0.01 6 7.65 9.15 W3X4 ---- ----- ---- ---- ---- ---- 7 7.71 8.06 W1.5X4 0.38 L/571 0.52 L/415 0.02 0.03 8 9.33 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 9 9.40 8.06 W2.5X4 0.43 L/503 0.59 L/366 0.03 0.04 10 10.69 9.15 W2.5X4 ---- ----- ---- ----- ---- ---- 11 13.25 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 12 13.25 8.06 W3X10 0.34 L/639 0.47 L/465 0.04 0.06 13 15.81 9.15 W3X8 ---- ----- ---- ----- ---- ---- 14 18.39 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 15 18.33 8.06 W3X8 0.00 L/999 0.00 L/999 0.05 0.07 16 18.5E 8.92 W1.5X4 ---- ----- ---- ----- ---- ---- Nt V0 W=2.75" [STD . AUTO . LOADI [DF 1.001 (Spc 24.001 [Plies 11 (RBF=1 . 151 W=2.75" 10 10 0-b-0 1846-12' 0-1-8 18-5-4 jq) (STD.AUTO.LOADI[OC 24.00][DF 1.00](NM 11 100 PLF 0 0.1 to 100 0 18.4 (y=12.21[ 80%] 10 PLP 0 0.0 to 10 0 18.6 (y= 5.01[ 0%) (?????)[ALPINE]CUBC CODB][FF2.A][SMITH/WALK IN SMITH FLOORS FINAL] + _ [TCLL 40.0][TCDL 10.0][BCDL 5.0][BCLL 0.Oj[DF 1.0O][OC 24.O](NM 11 [No Plywood] D [STD.ADTO.LOAD][OC 24.00][DF 1.0O][NM 11 =====Bearings=== [X-Loc](React)[Size]_.._. 100 PLP 0 0.1 to 100 0 18.4 [y=12.21[ 80%) [ 0.00)[ 1146](0.23] 118.33][ 1146][0.23] 15 PLF 0 0.1 to 15 ® 18.4 [y=12.21[ 80%] 10 PLF ® 0.0 to 10 0 18.6 [y= 5.0][ 0%] EndPts MaxTen MaxComp AXL. END CSI GLC S Grade Length Pitch Brace .-.-= ....... 2- 3 0 -1 0.00 0.38 0.38 1 2 FL #1 30.00 0.00 024 +-_-_-_-_-_-_-_-_-_-_-_----------------- -------+ - 3- 4 0 -3845 0.28 0.37 0.65 1 2 FL #1 30.75 0.00 024 NEED LEDGER NOTE SBS DRWG#97195054 JOB 93493 - 4- 6 0 -3845 0.19 0.37 0.56 1 2 FL #1 28.00' 0.00 024 - 6- 8 0 -4650 0.28 0.37 0.65 1 2 FL #1 20.25 0.00 024 +-_----------------- --_-_-_-_-_-_-_-_-_-_-_-_-_+ 8-10 0 -4647 0.29 0.29 0.58 1 2 PL #1 16.25 0.00 024 10-11 0 -3869 0.27 0.40 0.66 1 2 FL #1 30.75 0.00 024 11-13 0 -3869 0.29 0.32 0.60 1 2 FL #1 30.75 0.00 024 13-14 0 -1 0.00 0.36 0.36 1 2 FL #1 30.00 0.00 024 1.- 5 2299 0 0.36 0.15 0.51 1 2 FL #1&Bet. 61.00 0.00 072 5- 7 4647 0 0.74 0.07 0.81 1 2 FL #1&Bet. 28.75 0.00 072 7- 9 4650 0 0.74 0.17 0.91 1 2 FL #l&Bst. 20.25 0.00 ®72 9-12 4612 0 0.73 0.18 0.92 1 2 FL #1&Bet. 46.25 0.00 ®72 12-15 2301 0 0.37 0.12 0.49 1 2 FL #l&Bst. 61.00 0.00 072 0- 1 0 -11 0.00 0.05 0.05 1 2 FL Standard 10.61 -44.72 0- 2 4 -5 =Fictious Member=-= 2 FL Standard 4.07 11.00 -- 14-16 4 -5 =-=Fictious Member=-= 2 FL Standard 4.07 -11.00 -- 15-16 0 -11 0.00 0.05 0.05 1 2 FL Standard 10.61 44.72 EndPts MaxTeu MaxComp AXL GLC S Grade Length Brace 1- 2 0 -122 0.02 1 2 FL Standard 11.50 1- 3 0 -2500 0.49 1 2 FL Standard 32.13 3- 5 1679 0 0.85 1 2 FL Standard 32.13. 4- 5 0 -251 0.04 1 2 FL Standard 11.50 5- 6 0 -884 0.16 1 2 FL Standard 29.58 6- 7 59 0 0.03 1 2 FL Standard 11.50' 8- 9 0 -46 0.01 1 2 FL Standard 11.50 9-10 46 0 0.02 1 2 FL Standard 19.30 10-12 0 -806 0.16 1 2 FL Standard 32.13 - 11-12 0 -290 0.04 1 2 FL Standard 11.50 12-13 1703 0 0.87 1 2 FL Standard 32.13 13-15 0 -2503 0.49 1 2 FL Standard 32.13 14-15 0 -123 0.02 1. 2 FL Standard 11.50 Node X -Loc Y -Loc Plate deflY(L) def1Y(T) dxL dxT 0 0.00 8.92 W1.5X4 ---- ---- ---- ----- ---- ---- 1 0.23 8.06 W3X8 0.00 L/999 0.00 L/999 0.00 0.00 2 0.25 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 3 2.75 9.15 W3X10 ---- ----- ---- ----- -- ---- 4 5.31 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 5 5.31 8.06 W3X1O 0.36 L/611 0.48 L/449 0.01 0.01 6 7.65 9.15 W3X4 ---- ----- ---- ----- ---- ---- 7 7.71 8.06 W1.5X4 0.43 L/506 0.58 L/372 0.02 0.03 ^n 6 9.33 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 9 9.40 8.06 W2.5X4 0.49 L/446 0.66 L/328 0.03 0.04 10 10.69 9.15 W2.5X4 ---- ----- ---- ----- ---- ---- 11 13.25 9.15 W1.5X4 ---- ---- ---- ----- ---- ---- 12 13.25 8.06 W3X1O 0.38 L/566 0.52 L/416 0.05 0.06 13 15.81 9.15 W3X10 ---- ----- ---- ----- ---- ---- 14 18.31 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 15 18.33 8.06 W3X8 0.00 L/999 0.00 L/999 0.06 0.08 16 18.56 8.92 W1.5X4 ---- ----- ---- ----- ---- ---- (STD.AUT0.L0A0] [DF 1.00] [Spc 24.00] (Plies 11 [RBF=1.15] R= 1146# R= 1146# W=2.75" W=2.75,. . .w 10 10 0-0-0 18416-12 0-1-8 18-5-4 [?????1[ALPIWE11[UBC CODB1[FF2][SMITH/WALK IN SMITH FLOORS FINAL]- (TCLL 40.01[TCDL 10.01[BCDL 5.01 (BOLL 0.0`j [DF 1.00] (OC 24.01 (NM 11 [No Plywood] R= 1021# W=2.75" 10 0-0-0 0-1-8 R= 102.1# W=2.75" 10 18[-9-8 18-8-0 r� (STD.AUTO.LOAD][OC 24.00][DF 1.0011NM 11 - =====Bearings=.. [X-Loc][React][Size] ..... 100 PLP 0 0.1 to 100 0 18.7 (y.12.2][ 80%] [ 0.001[ 1021110.231 [18.561[ 1021][0.231 10 PLP 0 0.0 to 10 0 18.8 (y. 5.01[ 0%] EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace 2- 3 0 -1 0.00 0.28 0.28 1 2 FL #1 30.00 0.00 024 3- 4 0 -3454 0.23 0.25 0.48 1 2 FL #1 30.75 0.00 024 4- 6 0 -3454 0.22 0.24 0.46 1 2 FL #1 30.75 0.00 024 6- 8 0 -4206 0.23 0.27 0.50 1 2 FL #1 20.25 0.00 024 8-10 0 -4204 0.24 0.20 0.44 1 2 FL #1 16.25 0.00 ®24 10-11 0 -3466 0.21 0.30 0.51 1 2 FL #1 30.75 0.00 ®24 11-13 0 -3466 0.23 0.23 0.46 1 2 FL #1 30.75 0.00 024 13-14. 0 -1 0.00 0.27 0.27 1 2 FL #1 30.00 0.00 024 1- 5 2048 0 0.39 0.14 0.53 1 2 FL #1 61.00 0.00 072 5- 7 4204 0 0.79 0.03 0.82 1 2 FL #1 31.50 0.00 072 7- 9 4206 0 0.79 0.13 0.92 1 2 FL #1 20.25 0.00 072 9-12 4148 0 0.78 0.15 0.93 1 2 FL #1 46.25 0.00 072 12-15 2050 0 0.39 0.13 0.51 1 2 FL #1 61.00 0.00 072 0- 1 0 -10 0.00 0.03 0.03 1 2 FL Standard 10.61 -44.72 0- 2 4 -5 --=Fictious Members-= 2 FL Standard 4.07 11.00 -- 14-16 4 -5 .-=Fictious Member=-. 2 FL Standard 4.07 -11.00 -- 15-16 0 -10 0.00 0.03 0.03 1 2 FL Standard 10.61 44.72 EndPts MaxTen M�ixComp AXL GLC S Grade Length Brace 1- 2 0 -107 0.01 1 2 FL Standard 11.50 1- 3 0 -2228 0.43 1 2 FL Standard 32.13 3- 5 1527 0 0.78 1 2 FL Standard 32.13 4- 5 0 -238 0.03 1 2 FL Standard 11.50 5- 6 0 -814 0.16 1 2 FL Standard 32.13 6- 7 41 0 0.02 1 2 FL Standard 11.50 8- 9 0 -49 0.01 1 2 FL Standard 11.50 9-10 72 0 0.04 1 2 FL Standard 19.30 10-12 0 -740 0.14 1 2 FL Standard 32.13 11-12 0 -253 0.04 1 2.FL Standard 11.50 12-13 1537 0 0.78 1 2 FL Standard 32.13 13-15 0 -2230 0.43 1 2 FL Standard 32.13 14-15 0 -107 0.02 1 2 FL Standard 11.50 Node X -Loc Y -Loc Plate def1Y(L) def1Y(T) dxL dxT 0 0.00 8.92 W1.5X4 ---- ----- ---- ----- ---- ---- 1 0.23 8.06 W3X8 0.00 L/999 0.00 L/999 0.00 0.00 2 0.25 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 3 2.75 9.15 W3X10 ---- ----- ---- ----- ---- ---- 4 5.31 9.15 W1.SX4 ---- ----- ---- ----- ---- ---- 5 5.31 8.06 W3X10 0.33 L/673 0.45 L/489 0.01 0.01 6 7:88 9.15 W3X4 ---- ----- ---- ----- ---- ---- 7 7.94 8.06 W1.5X4 0.40 L/545 0.56 L/396 0.02 0.03 8 9.56 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 9 9.62 8.06 W2.5X4 0.45 L/493 0.61 L/358 0.03 0.04 10 10.92 9.15 W2.5X4 ---- ----- ---- ----- ---- ---- 11 13.48 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 12 13.48 8.06 W3X10 0.35 L/631 0.48 L/458 0.04 0.06 13 16.04 9.15 W3X10 ---- ----- ---- ----- ---- ---- 14 18.54 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 15 18.56 8.06 W3X8 0.00 L/999 0.00 L/999 0.05 0.07 16 18.79 8.92 W1.5X4 ---- ----- ---- ----- ---- ---- [STD.AUTO.LOAD] [DF 1.00] [Spc 24.001 [Plies 11 [RBF=1.00] R= 1021# W=2.75" 10 0-0-0 0-1-8 R= 102.1# W=2.75" 10 18[-9-8 18-8-0 [?????)[ALPINLI[UBC CODB](FF31[SMITH/WALK IN SMITH FLOORS FINAL) [TCLL 40.0][TCDL 25.01(BCDL 5.011BCLL O.OJ[DF 1.00](OC 16.0)[NM 11 [No Plywood] =====Bearings... [X-Loc][React][Size]..... [ 0.001[ 85°][0.231 [18.331[ 855][0.23] EndPts MaxTen MaxComp AXL BND CSI GLC S Grade 2- 3 0 -1 0.00 0.23 0.23 1 2 FL #1 3 4 0 -3238 0.20 0.24 0.44 1 2 FL #1 4- 6 0 -3238 0.14 0.22 0.36 1 2 FL #1 6- 8 0 -3919 0.22 0.23 0.44 1 2 FL #1 8-10 0 -3917 0.21 0.21 0.41 1 2 FL #1 10-11 0 -3259 0.19 0.27 0.46 1 2 FL #1 11-13 0 -3259 0.20 0.21 0.41 1 2 FL #1 13-14 0 -1 0.00 0.22 0.22 1 2 FL #1 1- 5 1938 0 0.36 0.12 0.48 1 2 FL #1 5- 7 3916 0 0.74 0.04 0.78 1 2 FL #1 7- 9 3919 0 0.74 0.15 0.89 1 2 FL #1 9-12 3887 0 0.73 0.15 0.88 1 2 FL #1 12-15 1940 0 0.37 0.09 0.46 1 2 FL #1 0- 1 0 -8 0.00 0.03 0.03 1 2 FL Standard 0- 2 3 -4 .-.Fictious Member=-. 2 FL Standard 14-16 3 -4 .-=Fictious Member=-. 2 FL Standard 15-16 0 -8 0.00 0.03 0.03 1 2 FL Standard r [Std.Loads][OC 16.001 [DP 1.001 [NM 11 - 87 PLF 0 0.1 to 87 0 18.4 [y.12.11[ 62%) 7 PLF ® 0.0 to 7 ® 18.6 [y. 5.0][ 0%] Length Pitch Brace 30.00 0.00 024 30.75 0.00 024 28.00 0.00 024 20.25 0.00 ®24 16.25 0.00 ®24 30.75 0.00 ®24 30.75 0.00 024 30.00 0.00 024 61.00 0.00 ®72 28.75 0.00 072 20.25 0.00 072 46.25 0.00 ®72 61.00 0.00 ®72 9.17 -38.17 4.07 11.00 -- 4.07 -11.00 -- 9.17 38.17 EndPts MaxTen.MaxComp AXL GLC S Grade Length Brace 1- 2 0 -93 0.01 1 2 FL Standard 10.00 1- 3 0 -2072 0.40 1 2 FL Standard 31.62 3- 5 1388 0 0.70 1 2 FL Standard 31.62 4- 5 0 -189 0.03 1 2 FL Standard 10.00 5- 6 0 -733 0.13 1. 2 FL Standard 29.03 6- 7 43 0 0.02 1 2 FL Standard 10.00 8- 9 0 -36 0.00 1 2 FL Standard 10.00 9-10 37 0 0.02 1 2 FL Standard 18.45 10-12 0 -670 0.13 1 2 FL Standard 31.62 11-12 0 -219 0.03 1 2 FL Standard 10.00 12-13 1409 0 0.72 1. 2 FL Standard 31.62 13-15 0 -2074 0.40 1 2 FL Standard 31.62 14-15 0 -94 0.01 1 2 FL Standard 10.00 Node X -Loc Y -Loc Plate def1Y(L) deflY(T) dxL dxT 0 O.CO 8.79 W1.SX4 ---- ----- ---- ----- ---- ---- 1 0.23 8.06 W3X8 0.00 L/999 0.00 L/999 0.00 0.00 2 0.25 9.02 W1.SX4 ---- ----- ---- ----- ---- ---- 3 2.:5 9.02 W3X8 ---- ----- ---- ----- ---- ---- 4 5.51 9.02 W1.5X4 ---- ----- ---- ----- ---- ---- 5 5.51 8.06 W3X8 0.26 L/822 0.46 L/469 0.01 0.01 E 7. e:5 9.02 W3X4 --- --- 7 7.71 8.06 W1.SX4 0.32 L/678 0.56 L/387 0.01 0.03 8 9..3 9.02 W1.SX4 ---------- ---- ----- ---- 9 9.40 8.06 W2.5X4 0.36 L/609 0.62 L/348 0.02 0.03 10 10.1;9 9.02 W2.5X4 ---- ---- ---- ----- ---- ---- 11 13.25 9.02 W1.5X4 ---- ----- ---- ----- ---- ---- 12 13.25 8.06 W3X10 0.28 L/772 0.49 L/441 0.03 0.05 13 15.51 9.02 W3X8 ---- ----- ---- ----- ---- ---- 14 18.31 9.02 W1.5X4 ---- ----- ---- ----- ---- ---- 15 18.33 8.06 W3X8 0.00 L/999 0.00 L/999 0.04 0.07 16 18.56 8.79 W1.5X4 ---- ----- ---- ----- ----' ---- [Std.L:)ads1 [DF 1.001 (Spc 16.001 [Plies 11 (RBF=1.151 w=2.75" W=2.75" 6 6 0-0-0 1846-12 0-1-8 18-5-4 F F3 [?????][ALPINE][UBC CODE][FF9][SMITH/WALK IN SMITH FLOORS FINAL] [TOLL 40.0][TCQL 10.0][BCDL 5.0)(BCLL 0.04jDF 1.00][OC 24.01 [NH 11 (tao Plywood] 1 [STD . AUTC• . LOAD] [OF 1.001 [Spc 24.001 [Plies 11 [RBF=1 . 151 100 100 ` q 0 2 4 7 910 1 1 5 6 li R= 323# R= 323#• W=2.75" W=2.75" [STD.ADTO.LOAD][OC 24.00][DF 1.00][NM 11 4 _ =====Bearings... [X-Loc][React][Size] ..... 100 PLF 0 0.0 to 100 ® 5.9 [y=12.2]( 80%] f 0.00][ 323)1[0.231 [ 5.64][ 323][0.231 10 PLF 0 0.0 to 10 ® 5.9 [y= 5.01[ 0%] EndPts MaxTen MaxComp AXL END CSI GLC S Grade Length Pitch Brace 0- 2 0 0 0.00 0.00 0.00 1 2 FL #1 5.00 0.00 024 2- 4 5 0 0.00 0.16 0.16 1 2 FL #1 23.19 0.00 ®24 4- 7 0 -367 0.00 0.14 0.14 1 2 FL #1 21.00 0.00 024 7- 9 5 0 0.00 0.16 0.16 1 2 FL #1 23.19 0.00 ®24 9-10 0 0 0.00 0.00 0.00 1 2 FL #1 5.00 0.00 024 t- 3 0 0 0.00 0.00 0.00 1 2 FL #1 5.75 0.00 ®72 3- 5 366 0 0.07 0.03 0.10 1 2 FL #1 23.19 0.00 ®72 5- 6 367 0 0.07 0.03 0.09 1 2 FL #1 19.50 0.00 072 6-- 8 366 0 0.07 0.03 0.10 1 2 FL #1 23.19 0.00 072 8-11 0 .0 0.00 0.00 0.00 1 2 FL #1 5.75 0.00 ®72 EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 2- 3 0 -47 0.01 1 2 FL Standard 11.50 2- 3 0 -47 0.01 1, 2 FL Standard 11.50 3- 4 0 -430 0.07 1 2 FL Standard 24.55 4- 5 17 0 0.01 1 2 FL Standard 11.50 6- 7 17 0 0.01 1 2 FL Standard 11.50 7- 8 0 -430 0.07 1 2 FL Standard 24.55 8- 9 0 -47 0.01 1 2 FL Standard 11.50 e- 9 0 -47 0.01 1 2 FL Standard 11.50 Node X -Loc Y -Loc Plate def1Y(L) def1Y(T) dxL dxT 0 -0.29 9.15 ---- ----- ---- ----- ---- ---- 1 -0.29 8.06 ---- ----- ---- ----- ---- ---- 2 0.12 9.15 W2X4 0.00 L/999 0.00 L/999 0.00 0.00 3 0.19 8.06 W2.5X4 0.00 L/999 0.00 L/999 0.00 0.00 4 2.06 9.15 W3X4 ---- ----- ---- ----- ---- ---- 5 2.12 8.06 W1.5X4 0.01 L/999 0.02 L/999 0.00 0.00 6 3.74 8.06 W1.5X4 0.01 L/999 0.02 L/999 0.00 0.00 7 3.81 9.15 W3X4 ---- ----- ---- ----- ---- ---- 8 5.68 8.06 W2.5X4 0.00 L/999 0.00 L/999 0.00 0.00 5.74 9.15. W2X4 ---- ----- ---- ----- ---- ---- 10 6.16 9.15 ---- ----- ---- ----- ---- 11 6.16 8.06 ---- ----- ---- ----- ---- ---- [STD . AUTC• . LOAD] [OF 1.001 [Spc 24.001 [Plies 11 [RBF=1 . 151 100 100 ` q 0 2 4 7 910 1 1 5 6 li R= 323# R= 323#• W=2.75" W=2.75" (?????][ALPINB][IIBC CODBI[PP10]ISMITH/WALK IN SMITH FLOORS FINAL] (TCLL 40.0][TCDL 10.01[BCDL 5.0][BCLL 0.0j(DF 1.001[OC 24.0][NM 11 [No Plywood] (STO. AUTO. LOAD] [DF 1 .00] [Spc 24 .00] [Plies 11[RBF=1.15] FFIo 100 100 2 3 4 6 8 10 1 ISTD.ADTO.LOAD][OC 24.00][DF 1.00](Nd 11 ? - --===Bearings=== IX-Loc)(React)(Size] ____= 100 PLP ® 0.1 to 100 ® 14.4 (y=12.21[ 80%] f 0.00][ 785][0.23] [14.271[ 785][0.231 7 10 PLP ® 0.0 to 10 ® 14.5 [y= 5.011 0%] ` EndPts MaxTen MaxComp AXL BND. CSI GLC S Grade Length Pitch Brace =-------------------_-_-_-_-_-_-_-_-_-_-_-_-_ - 2- 3 0 -1 0.00 0.26 0.26 1 2 FL #1 30.00 0.00 024 3- 4 0 -2385 0.07 0.29 0.36 1 2 FL #1 30.75 0.00 024 4- 6 0 -2385 0.10 0.47 0.57 1 2 FL #1 30.75 0.00 024 6- 8 0 -2365 0.07 0.46 0.54 1 2 FL #1 20.25 0.00 024 8-10 0 -2347 0.07 0.46 0.54 1 2 FL #1 26.25 0.00 ®24 10-11 0 -1 0.00 0.30 0.30 1 2 FL #1 30.00 0.00 024 1- 5 1502 0 0.28 0.11 0.39 1 2 FL #1 61.00 0.00 ®72 5- 7 2371 0 0.45 0.38 0.83 1 2 FL #1 31.50 0.00 072 7- 9 2365 0 0.45 0.38 0.83 1 2 FL #1 20.25 0.00 ®72 9-12 1508 0 0.28 0.27 0.55 1 2 FL #1 55.75 0.00 072 0- 1 0 -10 0.00 0.03 0.03 1 2 FL Standard 10.61 -44.72 0- 2 4 -5 --=Pictious Member=-= 2 FL Standard 4.07 11.00 -- 11-13 3 -5 --=Pictious Member=-= 2 FL Standard 4.07 -11.00 -- 12-13 0 -10 0.00 0.04 0.04 1 2 FL Standard 10.61 44.72 EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 1- 2 0 -108 0.02 1 2 FL Standard 11.50 1- 3 0 -1634 0.32 1 2 FL Standard 32.13 3- 5 958 0 0.49 1 2 FL Standard 32.13 4- 5 0 -298 0.04 1 2 FL Standard 11.50 5- 6 16 0 0.01 1 2 FL Standard 32.13 6- 7 0 -97 0.01 1 2 FL Standard 11.50 8- 9 0 -305 0.04 1 2 FL Standard 11.50 9-10 943 0 0.48 1 2 FL Standard 27.97 10-12 0 -1639 0.32 1 2 FL Standard 32.13 11-12 0 -116 0.02 1 2 FL Standard 11.50 Node X -Loc Y -Loc Plate def1Y(L) deflY(T) dxL dxT r 0 0.00 8.92 W1.5X4 ---- ----- ---- ----- ---- ---- 1 0.23 8.06 W3X6 0.00 L/999 0.00 L/999 0.00 0.00 0.25 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 3 2.75 9.15 W3X6 ---- ----- ---- ----- ---- ---- 4 5.31 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 5 5.31. 8.06 W3X8 0.21 L/792 0.29 L/575 0.01 0.01 6 7.88 9.15 W2.5X4 ---- ----- ---- ----- ---- ---- 7 7.94 8.06 W1.5X4 0.24 L/706 0.33 L/512 0.01 0.02 8 9.56 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 9 9.62 8.06 W3X4 0.13 L/999 0.17 L/972 0.02 0.02 10 11.75. 9.15 W3X6 ---- ----- ---- ----- ---- ---- 11 14.25 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 12 14.27 8.06 W3X6 0.00 L/999 0.00 L/999 0.02 0.03 13 14.50• 8.92 W1.5X4 ---- ----- ---- ----- ---- ---- (STO. AUTO. LOAD] [DF 1 .00] [Spc 24 .00] [Plies 11[RBF=1.15] FFIo 100 100 2 3 4 6 8 10 1 7 ( F1= 785# R= 785# W=2.75 W=2.75" 10 1� 0-(D-0 141-6-0 0-1-8 14-4-8 I?????1IALPZNE][IIBC CODE] (FPlOA](SMITH/WALK IN SMITH FLOORS PINAL] 1._ [TOLL 40.0]ITCDL 10.0][BCDL 5.0][BCLL 0.0)IDP 1.00][OC 24.01INM 11 (No Plywood] (STD.AOTO.LOAD]IOC 24.00][DF 1.0011NM 11 =====Bearings=== IX-Loc][React][Size]===o= 100 PLF 0 0.1 to 100 ® 14.4 [y=12.21[ 80%] [ 0.0011 793][0.231 114.271( 836][0.23] 15 PLP 0 10.5 to 15 0 14.4 [y=12.21( 80%] 10 PLP 0 0.0 to 10 0 14.5 [y= 5.0][ 0%] EndPts MaxTen MaxComp AXL END CSI GLC S Grade Length Pitch Brace 2- 3 0 -1 0.00 0.30 0.30 1 2 FL #1 30.00 0.00 024 +________________________________________________+ 3- 4 0 -2419 0.08 0.32 0.40 1 2 FL #1 30.75 0.00 024 NEED LEDGER NOTE SHE DRWG#97197020 JOB 93495 - 4- 6 0 -2419 0.11 0.53 0.64 1 2 PL #1 30.75 0.00 024 - 6- 8 0 -2425 0.08 0.51 0.59 1 2 FL #1 20.25 0.00 024 A-10 0 -2407 0.08 0.51 0.59 1 2 FL #1 26.25 0.00 024 10-11 0 -2 0.00 0.39 0.39 1 2 FL #1 30.00 0.00 024 1. 5 1520 0 0.29 0.13 0.41 1 2 FL #1 61.00 0.00 072 5- 7 2430 0 0.46 0.42 0.88 1 2 PL #1 31.50 0.00 072 7- 9 2425 0 0.46 0.42 0.88 1 2 FL #1 20.25 0.00 072 9-12 1584 0 0.30 0.29 0.59 1 2 FL #1 55.75 0.00 072 0- 1 0 -10 0.00 0.04 0.04 1 2 PL Standard 10.61 -44.72 0- 2 4 -5---Fictious Member--. 2 FL Standard 4.07 11.00 -- 11-13 4 -6 =Factious Member=-= 2 FL Standard 4.07 -11.00 -- 12-13 0 -12 0.00 0.05 0.05 1 2 FL Standard 10.61 44.72 EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 1- 2 0 -108 0.02 1 2 FL Standard 11.50 1- 3 0 -1653 0.32 1 2 FL Standard 32.13 3- 5 976 0 0.50 1 2 FL Standard 32.13 4- 5 0 -296 0.04 1 2 FL Standard 11.50 5- 6 0 -12 0.00 1 2 FL Standard 32.13 6- 7 0 -92 0.01 1 2 FL Standard 11.50 8- 9 0 -301 0.04 1 2 FL Standard 11.50 9-10 925 0 0.47 1 2 FL Standard 27.97 10-12 0 -1722 0.34 1 2 FL Standard 32.13 11-12 0 -132 0.02 1 2 FL Standard 11.50 Node X -Loc Y -Loc Plate deflY(L) deflY(T) dxL dxT 0 0.00 8.92 W1.SX4 ---- ----- ---- ---- ---- ---- 1 0.23 8.06 W3X6 0.00 L/999 0.00 L/999 0.00 0.00 2 0.25 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- r 3 2.75 9.15 W3X6 ---- ----- ---- ----- ---- ---- 4 5.31 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 5 5.31 8.06 W3X8 0.21 L/785 0.29 L/572 0.01 0.01 6 7.88 9.15 W2.5X4 ---- ----- --- ----- ---- ---- 7 7.94 8.06 W1.5X4 0.24 L/699 0.33 L/509 0.01 0.02 8 9.56 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 9 9.62 8.06 W3X4 0.13 L/999 0.18 L/927 0.02 0.02 10 11.75 9.15 W3X8 ---- ----- ---- ----- ---- ---- 11 14.25 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- \ 12 14.27 8.06 W3X8 0.00 L/999 0.00 L/999 0.03 0.03 13 14.50 8.92 W1.5X4 ---- ----- ---- ----- --- ---- [STD.AUTO.LOADJ (DF 1.001 [Spc 24.001 [Plies 11 [RBF=1.15] 100 100 2 3 4 6 8 10 1 7 C c, R= 793# R= 836# W=2.75" W=2.75" a 10 10 0-0-0 1 141-6-0 0-1-8 10-6-0 14-4=8 [?????][ALPINE]I[IIBC CODE) EFF111 (SMITH/WALK IN SMITH FLOORS PINAL] (TCLL 40.0][TCQL 10.0][BCDL 5.0][BOLL 0.0) (DP 1.00](OC 24.0][NM 11 (No Plywood] =====Bearings... [X-Loc][React](Size]..._. ( 0.00]( 800](0.231 (14.2711 886][0.23] EndPts MaxTBn MaxComp AXL BND CSI GLC S Grade 2- 3 0 -1 0.00 0.30 0.30 1 2 FL #1 3- 4 0 -2451 0.08 0.31 0.39 1 2 FL #1 4- 6 0 -2451 0.11 0.50 0.61 1 2 FL #1 6- 8 0 -2504 0.08 0.74 0.82 1 2 FL #1 8-10 0 -1246 0.02 0.74 0.76 1 2 FL #1 8-10 0 -1246 0.02 0.73 0.75 1 2 FL #1 10-11 0 -2504 0.08 0.73 0.81 1 2 FL #1 11-12 0 -2 0.00 0.52 0.52 1 2 FL #1 1- 5 1537 0 0.29 0.13 0.42 1 2 FL #1 5- 7 2507 0 0.47 0.33 0.80 1 2 PL #1 7- 9 2504 0' 0.47 0.33 0.80 1 2 FL #1 9-13 1913 0 0.36 0.20 0.56 1 2 FL #1 0- 1 0 -10 0.00 0.04 0.04 1 2 FL Standard 0- 2 4 -5 ••.-.Fictious Member.-. 2 FL Standard 12-14 4 -3 .-.Fictious Member.-. 2 FL Standard 13-14 0 -12 0.00 0.04 0.04 1 2 FL Standard s [STD.ADTO.LOAD][OC 24.00][DF 1.00][NM 11 100 PLP 0 0.1 to 100 0 14.4 (y.12.21( 80%] 30 PLF 0 10.5 to 30 0 14.4 (y.12.21[ 80%] 10 PLF ® 0.0 to 10 ® 14.5 (y. 5.0][ 0%] Length Pitch Brace 30.00 0.00 024 30.75 0.00 024 30.75 0.00 024 21.00 0.00 024 10.61 -1.71 ®24 10.61 -1.71 024 15.00 0.00 024 30.00 0.00 024 61.00 0.00 072 31.50 0.00 072 20.25 0.00 ®72 55.75 0.00 072 10.61 -44.72 4.07 11.00 -- 3.25 -5.00 -- 10.61 44.72 EndPts MaxTen VaxComp AXL GLC S Grade Length Brace 1- 2 0 -108 0.02 1 2 FL Standard 11.50 1- 3 0 -1671 0.33 1 2 FL Standard 32.13 3- 5 992 0 0.50 1 2 FL Standard 32.13 4- 5 0 -291 0.04 1 2 FL Standard 11.50 5- 6 0 -62 0.01 1 2 FL Standard 32.13 6- 7 0 -64 0.01 1 2 FL Standard 11.50 8- 9 0 -170 0.02 1 2 FL Standard 11.50 9-11 648 0 0.33 1 2 FL Standard 27.39 11-13 0 -2045 0.39 1 2 FL Standard 31.62 12-13 0 -132 0.02 1 2 PL Standard 10.00 Node X -Loc Y -Loc Plate def1Y(L) def1Y(T) dxL dxT 0 0.00 8.92 W1.5X4 ---- ----- ---- ----- ---- ---- 1 0.23 8.06 W3X6 0.00 L/999 0.00 L/999 0.00 0.00 2 0.25 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 3 2.75 9.15 W3X6 ---- ----- ---- ----- ---- ---- 4 5.31 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 5 5.31 8.06 W3X8 0.22 L/771 0.30 L/564 0.01 0.01 6 7.88 9.15 W2.5X4 ---- ----- ---- ----- ---- ---- 7 7.94 8.06 W1.5X4 0.25 L/681 0.34 L/498 0.01 0.02 8 9.62 9.15 W2.5X4 ---- ------ ---- ----- ----. ---- 9 9.62 8.06 W2.5X4 0.17 L/999 0.23 L/745 0.02 0.03 10 10.50 9.02 W3X4 ---- ----- ---- ----- ---- ---- 11 11.75 9.02 W3X8 ---- ----- ---- ----- ---- ---- 12 14.25 9.02 W1.5X4 ---- ------ ---- ----- ---- ---- 13 14.27 8.06 W3X8 0.00 L/999 0.00 L/999 0.03 0.04 14 14.50 8.92 W1.5X4 ---- ----- ---- ----- ---- ---- [STD . AUTD . LOAD] [DF 1.001 [Spc 24.001 [Plies 11 [RBF=1 . 151 100 301 R= 8004 R= 886# W=2.75" w=2.75" 4 10 i0 0-6-0 14-6-0 0-1-8 10-6-0 14-4-8 FF ` 1 [?????][ALPINEI[IIBC CODE]IFF12][SMITH/WALK IN SMITH FLOORS FINAL] [TOLL 40.0][TCDL 10.0][BCDL 5.0][BCLL 0.0j [DF 1.001 COC 24.01 [NM 11 [No Plywood] ====Bearings==. [X-Loc][React][Sizalva=ns f 0.00][ 810][0.231 [14.501( 8101[0.23] EndPts MaxTen MaxComp AXL END CSI GLC S Grade Length Pitch Brace 2- 3 1 0 0.00 0.26 0.26 1 2 FL #1 30.00 0.00 ®24 3- 4 0 -2446 0.08 0.28 0.36 1 2 FL #1 30.75 0.00 024 4- 6 0 -2440 0.11 0.45 0.56 1 2 FL #1 30.75 0.00 024 6- 8 0 -2463 0.08 0.43 0.51 1 2 FL #1 20.25 0.00 024 8-10 0 -2445 0.08 0.43 0.51 1 2 FL #1 29.00 0.00 024 10-11 1 0 0.00 0.28 0.28 1 2 FL #1 30.00 0.00 024 1- 5 1530 0 0.29 0.11 0.40 1 2 FL #1 61.00 0.00 072 5- 7 2468 0 0.46 0.36 0.82 1 2 FL #1 31.50 0.00 ®72 7- 9 2463 0 0.46 0.36 0.82 1 2 FL #1 20.25 0.00 ®72 9-12 1536 0 0.29 0.25 0.54 1 2 FL #1 58.50 0.00 ®72 0- 1 0 -18 0.00 0.04 0.04 1 2 FL Standard 10.61 -44.72 0- 2 8 -9 =-=Fictious Membero-e 2 FL Standard 4.07 11.00 -- 11-13 8 -9 =-=Fictious Member=-= 2 FL Standard 4.07 -11.00 -- 12-13 0 -18 0.00 0.04 0.04 1 2 FL Standard 10.61 44.72 EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 1- 2 0 -113 0.02 1 2 FL Standard 11.50 1- 3 0 -1666 0.32 1 2 FL Standard 32.13 3- 5 988 0 0.50 1 2 FL Standard 32.13 4- 5 0 -295 0.04 1 2 FL Standard 11.50 5- 6 0 -30 0.01 1 2 FL Standard 32.13 6- 7 0 -89 0.01 1 2 FL Standard 11.50 8- 9 0 -301 0.04 1 2 FL Standard 11.50 9-10 1001 0 0.51 1 2 FL Standard 30.50 10-12 0 -1672 0.33 1 2 FL Standard 32.13 11-12 0 . -118 0.02 1 2 FL Standard 11.50 Node X -Loc Y -Loc Plate def1Y(L) def1Y(T) dxL dxT 0 0.00 8.92 W1.5X4 ---- ----- ---- ----- ---- ---- 1 0.23 8.06 W3X6 0.00 L/999 0.00 L/999 0.00 0.00 2 0.25 9.15 W2X4 ---- ----- ---- ----- ---- ---- 3 2.75; 9.15 W3X6 ---- ----- ---- ----- ---- ---- 4 5.31 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 5 5.31 8.06 W3X8 0.22 2./788 0.30 L/573 0.01 0.01 6 7.88 9.15 W2.5X4 ---- ----- ---- ----- ---- ---- 7 7.94 8.06 W1.SX4 0.25 L/698 0.34 L/508 0.01 0.02 8 9.56 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 9.62 8.06 W3X4 0.14 L/999 0.19 L/881. 0.02 0.02 10 11.98 9.15 W3X6 ---- ----- ---- ----- ---- ---- 11 14.48 9.15 W2X4 ---- ----- ---- ----- ---- ---- 12 14.50 8.06 W3X6 0.00 L/999 0.00 L/999 0.03 0.03 13 14.73 8.92 W1.5X4 ---- ----- ---- ----- ---- ---- [STD . AUTO. LOAD) [DF 1.001 [Spc 24.001 [Plies 11 [RBF=1.15] 100 100 2 3 4 6 8 10 1 7 f H= UIU#' R= 810# w=2.75" w=2.75" O [STD.AOTO.LOAD][OC 24.00][DF 1.00][NM 11 100 PLP ® 0.0 to 100 ® 14.7 [y=12.21[ 80%] 10 PLP ® 0.0 to 10 ® 14.7 (ye 5.0][ 0%] 10 10 0-0-0 14-8-12 FF \a [?????][ALPINB]:UBC CODB](FF13](SMITH/WALK IN SMITH FLOORS FINAL] (TOLL 40.0](TCDL 10.0](BCDL 5.0](BCLL 0.QJ (DF 1.001 COC 24.01 (NM 11 [No Plywood] [STD.AU-0.L0AD] [DF 1.00] [Spc 24.00] [Plies 11[RBF=1.15] 100 100 4 6 9 io 12 145 7 3l 6 R= 865# R= 860# W=2.75'* W=2.75" r 10 10 _ 0-0-0 15-8-3 [STD.ADTO.LOAD][OC 24.00](DF 1.00](NM 11 - - =====Bearings -m [X-Loc][React](Size]_. 100 PLF ® 0.0 to 100 0 15.7 [y=12.2][ 80%] [ 0.00][ 865110.231 [15.451[ 860][0.231 10 PLF 0 0.0 to 10 ® 15.7 [y= 5.0]( 0%] EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace 2- 3 1 0 0.00 0.26 0.26 1 2 FL #1 30.00 0.00 ®24 3- 4 0 -2685 0.09 0.26 0.36 1 2 FL #1 30.75 0.00 024 4- 6 0 -2685 0.13 0.36 0.49 1 2 FL #1 30.75 0.00 ®24 6- 9 0 -2903 0.11 0.28 0.39 1 2 FL #1 21.00 0.00 024 9-10 0 -2655 0.09 0.28 0.38 1 2 FL #1 8.94 0.00 ®24 10-12 0 -2655 0.09 0.32 0.41 1 2 FL #1 30.75 0.00 024 12-14 7 0 0.00 0.32 0.32 1 2 FL #1 31.50 0.00 024 14-15 0 0 0.00 0.00 0.00 1 2 FL #1 5.00 0.00 024 1- 5 1656 0 0.31 0.12 0.43 1 2 FL #1 61.00 0.00 ®72 5- 7 2907 0 0.55 0.24 0.79 1 2 FL #1 31.50 0.00 ®72 7- 8 2903 0 0.55 0.24 0.79 1 2 FL #1 19.50 0.00 072 8-11 2895 0 0.54 0.24 0.79 1 2 FL #1 9.69 0.00 ®72 11-13 1686 0 0.32 0.14 0.46 1 2 FL #1 61.50 0.00 ®72 13-16 0 0 0.00 0.00 0.00 1 2 FL #1 5.75 0.00 ®72 0- 1 0 -18 0.00 0.04 0.04 1 2 FL Standard 10.61 -44.72 0- 2 8 -9 n-=Fictious Member=-= 2 FL Standard 4.07 11.00 -- EndPts MaxTen NaxComp AXL GLC S Grade Length Brace 1- 2 0 -112 0.02 1 2 FL Standard 11.50 1- 3 0 -1804 0.35 1 2 FL Standard 32.13 3- 5 1117 0 0.57 1 2 FL Standard 32.13 4- 5 0 -275 0.04 1 2 FL Standard 11.50 5- 6 0 -240 0.05 1 2 FL Standard 32.13 6- 7 0 -66 0.01 1 2 FL Standard 11.50 8- 9 127 0 0.06 1 2 FL Standard 11.50 9-11 0 -424 0.06 1 2 FL Standard 14.12 10-11 0 -82 0.01 1 2 FL Standard 11.50 11-12 1052 0 0.53 1 2 FL Standard 32.13 12-13 0 -1838 0.36 1 2 FL Standard 32.13 1.3-14 0 -59 0.01 1 2 FL Standard 11.50 13-14 0 -59 0.01 1 2 FL Standard 11.50 Node X -Loc Y -Loc Plate def1Y(L) def1Y(T) dxL dxT 0 0.00 8.92 W1.5X4 ---- ----- ---- ----- ---- ---- 1 0.23 8.06 W3X8 0.00 L/999 0.00 L/999 0.00 0.00 2 0.25 9.15 W2X4 ---- ----- ---- ----- ---- ---- 3 2.75 9.15 W3X8 ---- ----- ---- ----- ---- ---- 4 5.31 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 5 5.31 8.06 W3X8 0.23 L/831 0.32 L/604 0.01 0.01 6 7.88 9.15 W2.5X4 ---- ----- ---- ----- ---- ---- 7 7.94 8.06 W1.5X4 0.26 L/693 0.36 L/504 0.02 0.02 8 9.56 8.06 W1.5X4 0.21 L/878 0.29 L/638 0.02 0.03 9 9.62 9.15 W3X4-------------- ----- ---- ---- 10 10.37" 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 11 10.37 8.06 W3X8 0.20 L/922 0.27 L/671 0.02 0.03 12 12.93 9.15 W3X8 ---- ----- ---- ----- ---- ---- 13 15.49 8.06 W3X8 0.00 L/999 0.00 L/999 0.03 0.04 1 14 15.56: 9.15 W2X4 ---- ----- ---- ----- ---- ---- 15 15.97 9.15 ---- ----- ---- ----- ---- ---- 16 15.97 8.06 ---- ----- ---- ----- ---- ---- [STD.AU-0.L0AD] [DF 1.00] [Spc 24.00] [Plies 11[RBF=1.15] 100 100 4 6 9 io 12 145 7 3l 6 R= 865# R= 860# W=2.75'* W=2.75" r 10 10 _ 0-0-0 15-8-3 [?????][ALPINE]:UBC CODE] [FF14][SMITH/WALK IN SMITH FLOORS FINAL] [TCLL 40.0][TCDL 10.0][BCDL 5.0][BCLL O.Cq [DP 1.001 COC 24.01 [NM 11 [No Plywood] R= 9116# R= 916# w=2.75" h w=2.75 to 10 10 0-0-0 16-7-12 [STD.ADTO.LOAD][OC 24.00][DF 1.00][NM 11 " =====Bearings=== [X-Loc][React][Size]====v 100 PLF ® 0.0 to 100 ® 16.6 [y=12.21[ 80%) [ 0.00)[ 916].[0.23] [16.421[ 916][0.23] 10 PLF 0 0.0 to 10 ® 16.6 [y= 5.0][ 0%] EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace 2- 3 1 0 0.00 0.27 0.27 1 2 PL #1 30.00 0.00 024 3- 4 0 -2917 0.11 0.27 0.38 1 2 FL #1 30.75 0.00 024 4- 6 0 -2917 0.15 0.34 0.49 1 2 PL #1 30.75 0.00 024 6- 9 0 -3287 0.14 0.17 0.31 1 2 FL #1 21.00 0.00 024 9-10 0 •-2883 0.11 0.17 0.28 1 2 FL #1 20.50 0.00 ®24 10-12 0 -2883 0.15 0.27 0.42 1 2 FL #1 30.75 0.00 ®24 12-13 1 0 0.00 0.30 0.30 1 2 FL #1 30.00 0.00 ®24 t- 5 1773 0 0.33 0.13 0.46 1 2 FL #1 61.00 0.00 072 _.. 7 3289 0 0.62 0.17 0.79 1 2 FL #1 31.50 0.00 ®72 7- 8 3287 0 0.62 0.17 0.79 1 2 FL #1 19.50 0.00 072 8-11 3284 0 0.62 0.08 0.70 1 2 FL #1 21.25 0.00 ®72 11-14 1776 0 0.33 0.14 0.48 1 2 FL #1 61.00 0.00 072 0- 1 0 -18 0.00 0.04 0.04 1 2 PL Standard 10.61 -44.72 0- 2 8 -9 =-=Fictious Member= -e 2 FL Standard 4.07 11.00 -- 13-15 8 -8 o-Fictious Member=-= 2 FL Standard 4.07 -11.00 -- 14-15 0 -18 0.00 0.04 0.04 1 2 FL Standard 10.61 44.72 EndPts MaxTen HaxComp AXL GLC S. Grade Length Brace 1- 2 0 -112 0.02 1 2 FL Standard 11.50 1- 3 0 -1931 0.38 1 2 FL Standard 32.13 3- 5 1242 0 0.63 1 2 FL Standard 32.13 4- 5 0 -267 0.04 1 2 PL Standard 11.50 5- 6 0 -404 0.08 1 2 FL Standard 32.13 6- 7 0 -30 0.00 1 2 FL Standard 11.50 8- 9 56 0 0.03 1 2 FL Standard 11.50 9-11 0 -475 0.07 1 2 FL Standard 22.85 10-11 0 -185 0.03 1 2 FL Standard 11.50 11-12 1203 1 0 0.61 1 2 FL Standard 32.13 12-14 0 -1933 0.38 1 2 FL Standard 32.13 13-14 0 -110 0.02 1 2 FL Standard 11.50 Node X -Loc Y -Loc Plate def1Y(L) def1Y(T) dxL dxT 0 O.Oc 8.92 W1.SX4 ---- ----- ---- ----- ---- ---- 1 0.22 8.06 W3X8 0.00 L/999 0.00 L/999 0.00 0.00 2 0.28 9.15 W2X4 ---- ----- ---- ----- ---- ---- 3 2.78 9.15 W3X8 ---- ----- ---- ----- ---- ---- t 5.3_ 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 7 5.3- 8.06 W3X8 0.26 L/759 0.35 L/552 0.01 0.01 6 7.89 9.15 W2.5X4 ---- ----- ---- ----- ---- ---- 7 7.9-: 8.06 W1.5X4 0.30 L/646 0.41 L/470 0.02 0.02 8 9:51 8.06 W1.5X4 0.27 L/731 0.37 L/531 0.02 0.03 9 10 9.63 11.33 9.15 W3X4 ---- ----- ---- ----- 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- ---- ---- I y 11 11.35 8.06 W3X8 0.24 L/817 0.33 L/594 0.03 0.04 Y 12 13.93 9.15 W3X8 ---- ----- ---- ----- ---- ---- 13 16.43 9.15 W2X4 ---- ----- ---- ----- ---- ---- 14 16.42 8.06 W3X8 0.00 L/999 0.00 L/999 0.04 0.05 15 16.65 8.92 W1.5X4 ---- ----- ---- ----- ---- ---- (STD.ALTO.LOAD] (DF 1.00] [Spc 24.00] (Plies 11 [RBF=1.15) R= 9116# R= 916# w=2.75" h w=2.75 to 10 10 0-0-0 16-7-12 [?????][ALPINE)[UBC CODE] [FF15][SMITH/WALK IN SMITH FLOORS FINAL] [TOLL 40.0] [TCL3. 10.01(BCDL 5.0) (BOLL O.Oj [DF 1.003 [OC 24.01 [NM 11 (No Plywood] [STD.ADTO.LOAD1[OC 24.00](DF 1.00][NM 11 =====Bearings=== [X-Loc)(React][Size] neemo 100 PLP ® 0.0 to 100 0 14.9 (y.12.21[ 80%] ( 0.00]( 820][0.23] [14.641[ 815](0.23) 10 PLP 0 0.0 to 10 ® 14.9 (ye 5.0]( 0%) EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace 2- 3 1 0 0.00 0.26 0.26 1 2 FL #1 30.00 0.00 024 3- 4 0 -2486 0.08 0.27 0.35 1 2 FL #1 30.75 0.00 024 4- 6 0 -2486 0.11 0.44 0.55 1 2 FL #1 30.75 0.00 024 6- 8 0 -2542 0.08 0.41 0.49 1 2 FL #1 20.25 0.00 024 8-10 0 -2525 0.08 0.41 0.49 1 2 FL #1 30.69 0.00 ®24 10-12 7 0 0.00 0.30 0.30 1 2 FL #1 31.50 0.00 024 12-13 0 0 0.00 0.00 0.00 1 2 FL #1 5.00 0.00 ®24 1- 5 1553 10 0.29 0.11 0.41 1 2 FL #1 61.00 0.00 ®72 5- 7 2547 0 0.48 0.34 0.82 1 2 FL #1 31.50 0.00 ®72 7- 9 2542 0 0.48 0.34 0.82 1 2 FL #1 20.25 0.00 072 9-11 1585 0 0.30 0.23 0.53 1 2 FL #1 60.69 0.00 072 11-14 0 0 0.00 0.00 0.00 1 2 FL #1 5.75 0.00 ®72 0- 1 0 -18 0.00 0.04 0.04 1 2 FL Standard 10.61 -44.72 0- 2 8 -9---Fictious Members-= 2 FL Standard 4.07 11.00 -- RndPts MaxTen M;axComp AXL GLC S Grade Length Brace 1- 2 0 -113 0.02 1 2 FL Standard 11.50 1- 3 0 -1691 0.33 1 2 FL Standard 32.13 3- 5 1013 0 0.51 1 2 FL Standard 32.13 4- 5 0 -292 0.04 1 2 FL Standard 11.50 5- 6 0 -67 0.01 1 2 FL Standard 32.13 6- 7 0 -83 0.01 1 2 FL Standard 11.50 8- 9 0 -295 0.04 1 2 FL Standard 11.50 9-10 1026 0 0.52 1 2 FL Standard 32.07 10-11 0 -1728 0.34 1 2 FL Standard 32.13 11-12 0 -63 0.01 1 2 FL Standard 11.50 - 11-12 0 -63 0.01 1 2 FL Standard 11.50 Node X -Loc Y -Loc Plate def1Y(L) def1Y(T) dxL dxT 0 0.00 8.92 W1.5X4 ---- ----- ---- ----- ---- ---- 1 0.23 8.06 W3X8 0.00 L/999 0.00 L/999 0.00 0.00 2 0.25 9.15 W2X4 ---- ----- ---- ----- ---- ---- 3 2.75 9.15 W3X8 ---- ----- ---- ----- ---- ---- 4 5.31 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 5 5.31 8.06 W3X8 0.22 L/821 0.30 L/597 0.01 0.01 6 7-.88 9.15 W2.5X4 ---- ----- ---- ----- ---- ---- 7 7.94 8.06 W1.SX4 0.25 L/690 0.35 L/502 0.01 0.02 8 9.56 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 9 9.62 8.06 W3X6 0.15 L/999 0.21 L/814 0.02 0.03 10 12.12 9.15 W3X8 ---- ----- ---- ----- ---- ---- 11 14.68 8.06 W3X8 0.00 L/999 0.00 L/999 0.03 0.04 12 14.74 9.15 W2X4 ---- ----- ---- ----- ---- ---- 13 15.16 9.15 ---- ----- ---- ----- ---- ---- 14 15.16 8.06 ---- ----- ---- ----- ---- ---- (STD.AUTO.LOAD] [DF 1.00] (Spc 24.00] [Plies 11[R8F=1.15] 100 100 „2_ 3 4 6 8 10 1213 R= 820W W=2.75"- \1114 m R= 815# W=2.75" h 10 10 0-0-0 14-1.0-7 [?????][ALPINE]'UBC CODE] EFF171 [SMITH/WALK IN SMITH FLOORS FINAL] [TOLL 40.0][TCDL 25.0][BCDL 5.0][BCLL 0.0j (DF 1.001(OC 24.01(NM 11 [No Plywood] [STD.AOTO.LOAD](OC 24.00][DF 1.00](NM 11 - =====Bearings=== [X-Loc][React][Size]==e=a 130 PLP ® 0.0 to 130 0 10.7 [y=12.11( 62%) [ 0.00][ 750];0.23] 110.481[ 750](0.23] 10 PLF ® 0.0 to 10 0 10.7 [y- 5.0][ 0%] EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace 0- 2 0 0 0.00 0.00 0.00 1 2 FL #1 5.00 0.00 024 2- 4 11 0 0.00 0.40 0.40 1 2 FL #1 31.50 0.00 024 4- 6 0 -1901 0.05 0.30 0.35 1 2 FL #1 21.50 0.00 024 6- 7 0 -1913 0.05 0.14 0.19 1 2 FL #1 19.50 0.00 ®24 7- 9 0 -1901 0.05 0.30 0.35 1 2 FL #1 21.50 0.00 024 9-11 11 0 0.00 0.40 0.40 1 2 FL #1 31.50 0.00 024 11-12 0 0 0.00 0.00 0.00 1 2 FL #1 5.00 0.00 ®24 1- 3 0 0 0.00 0.00 0.00 1 2 FL #1 5.75 0.00 072 3- 5 1494 0 0.28 0.11 0.39 1 2 FL #1 51.50 0.00 072 5- 8 1913 0 0.36 0.02 0.38 1 2 FL #1 21.00 0.00 072 8-10 1494 0 0.28 0.11 0.39 1 2 FL #1 51.50 0.00 ®72 10-13 0 0 0.00 0.00 0.00 1 2 FL #1 5.75 0.00 072 EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 2- 3 0 -82 0.01 1 2 FL Standard 10.00 2- 3 0 -82 0.01 1 2 FL Standard 10.00 3- 4 0 -1606 0.31 1 2 FL Standard 31.62 4- 5 465 0 0.24 1 2 FL Standard 23.03 5- 6 0 -196 0.03 1 2 FL Standard 10.00 7- 8 0 -196 0.03 1 2 FL Standard 10.00 8- 9 465 0 0.24 1 2 FL Standard 23.03 9-10 0 -1606 0.31 1 2 FL Standard 31.62 10-11 0 -82 0.01 1 2 FL Standard 10.00 10-11 0 -82 0.01 1 2 FL Standard 10.00 Node X -Loc Y -Loc Plate def1Y(L) deflY(T) dxL dxT 0 -0.29 9.02 ---- ----- ---- ----- ---- ---- 1 -0.29 8.06 ---- ----- ---- ----- ---- ---- 2 0.12 9.02 W2X4 0.02 L/999 0.00 L/999 0.00 0.01 3 0.19 8.06 W3X6 0.00 L/999 0.00 L/999 0.00 0.00 4 2.75 9.02 W3X6 ---- ----- ---- ----- ---- ---- 5 4.48 8.06 W2.5X4 0.09 L/999 0.16 L/788 0.00 0.01 �I f 6 4.54 9.02 W1.5X4 ---- ----- ---- ----- ---- ---- 7 6.17 - 9.02 W1.SX4 ---- ----- ---- ----- ---- ---- 8 6.23 8.06 W2.5X4 0.09 L/999 0.16 L/788 0.01 0.01 9 7.96 9.02 W3X6 ---- ----- ---- ----- ---- ---- 10 10.52 8.06. W3X6 0.00 L/999 0.00 L/999 0.01 0.02 11 10.58 9.02 W2X4 ---- ----- ---- ----- ---- ---- 12 11.00 9.02 ---- ----- ---- ----- ---- ---- 13 11.00 8.06 ---- ----- ---- ----- ---- ---- [STD . AUT-®. L0A01 (OF 1 .00] (Spc 24.00] (P1 ies 11[RBF=1 . 151 130 130 0 2 4 6 7 9 1112 1 013 m R= 7500 R= 750# W=2.75" W=2.75" [?????] [ALPINE] [UBC CODE) EFF171 [SMITH/WALK IN SMITH FLOORS FINAL) [TCLL 40.0][TCDL 25.0][BCDL 5.0](BCLL O.QJ[DF 1.00](OC 24.0][NM 11. [No Plywood] =====Bearings... [X-Loc][React][Size] ..... ( 0.00][ 815][0.231 [12.921[ 1582110.231 EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace 2- 3 0 -2 0.00 0.39 0.39 1 2 FL #1 30.00 0.00 024 3- 5 0 -2345 0.07 0.39 0.46 1 2. FL #1 30.75 0.00 ®24 5- 7 0 -2361 0.07 0.19 0.26 1 2 FL #1 20.25 0.00 024 7- 8 0 -2133 0.06 0.19 0.25 1 2 FL #1 10.13 0.00 ®24 8-10 0 -2133 0.08 0.36 0.44 1 2 FL #1 30.75 0.00 024 10-11 1107 0 0.21 0.62 0.83 1 2 FL #1 31.50 0.00 ®24 11-13 1107 0, 0.21 0.62 0.83 1 2 FL #1 31.50 0.00 024 13-14 0 -11 0.00 0.16 0.16 1 2 FL #1 18.87 0.00 024 1- 4 1685 0 0.32 0.17 0.49 1 2 FL #1 60.25 0.00 ®72 4- 6 2361 0 0.44 0.09 0.53 1 2 FL #1 20.25 0.00 ®72 6- 9 2356 0 0.44 0.09 0.53 1 2 FL #1 10.88 0.00 072 9-12 964 0 0.18 0.24 0.42 1 2 FL #1 62.25 0.00 ®72 12-16 0 -151 0.00 0.24 0.24 1 2 FL #1 51.87 0.00 072 0- 1 0 -12 0.00 0.04 0.04 1 2 FL Standard 9.17 -38.18 0- 2 5 -6 .-.Fictious Member.-. 2 FL Standard 4.07 11.00 -- 14-15 0 -17 .-=Fictious Member.-. .2 FL Standard 3.13 -22.00 -- 15-16 0 -18 0.00 0.04 0.04 1 2 FL Standard 8.75 -Vert- EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 1- 2 0 -137 0.02 1 2 FL Standard 10.00 1- 3 0 -1801 0.35 1 2 FL Standard 31.62 3- 4 707 0 0.36 1 2 FL Standard 31.62 4- 5 0 -237 0.03 1 2 FL Standard 10.00 6- 7 63 0 0.03 1 2 FL Standard 10.00 7- 9 0 -338 0.05 1 2 FL Standard 13.71 8- 9 0 -200 0.03 1 2 FL Standard 10.00 9-10 1248 0 0.63 1 2 FL Standard 31.62 10-12 0 -2205 0.42 1 2 FL Standard 31.62 11-12 0 -203 0.03 1 2 FL Standard 10.00 11-12 0 -203 0.03 1 2 FL Standard 10.00 12-13 0 -1018 0.20 .1 2 FL Standard 31.62 13-16 185 1 0 0.09 1 2 FL Standard 20.05 14-16 0 -63 0.01 1 2 FL Standard 10.00 Node X -Loc Y -Loc Plate def1Y(L) def1Y(T) dxL dxT 0 0.00 8.79 W1.5X4 ---- ----- ---- ----- ---- ---- 1 0.23 8.06 W3X8 0.00 L/999 0.00 L/999 0.00 0.00 2 0.25 9.02 W1.5X4 ---- ----- ---- ----- ---- --- 3 2.75 9.02 W3X8 ---- ----- ---- ----- ---- ---- 4 5.25 8.06 W2.5X4 0.16 L/986 0.27 L/563 0.01 0.01 5 5.31 9.02 W1.5X4 ---- ----- ---- ---- ---- ---- 6 6.94 8.06 W1.5X4 0.14 L/999 0.25 L/616 0.01 0.02 7 7.00 9.02 W3X4 ---- ----- ---- ----- ---- ---- 8 7.84 9.02 W1.5X4 ---- ----- ---- ----- --- ---- 9 7.84 8.06 W3X8 0.14 L/999 0.25 L/624 0.01 0.02 10 10.41 9.02 W3X8 ---- ----- ---- ----- ---- ---- 11 13.03 9.02 W2X4 ---- ----- ---- ----- ---- ---- 12 13.03 8.06 W3X14 0.00 L/999 0.00 L/999 0.02 0.03 13 15.66 9.02 W3X6 ---- ----- ---- ----- ---- ---- 14 17.23 9.02 W1.5X4 ---- ----- ---- ----- ---- ---- 15 17.35 8.79 W1.5X4 ---- ----- ---- ----- ---- ---- 16 17.35 8.06 W3X6 0.02 L/999 0.03 L/999 0.01 0.03 [STD . AUTO . LOAD1 [DF 1.001 [Spc 24.001 [Plies 11 [RBF=1 . 151 130 130 6 R= Bi5# R= 1582# W=2.75" % % W=2.75" v 10 10 0-b-0 17I-4-4 0-1-8 17-2-12 ISTD.ADTO.LOAD][OC 24.00][DF 1.001INM 11 130 PLF 0 0.1 to 130 ® 17.2 [y.12.11[ 62%) 10 PLP 0 0.0 to 10 ® 17.4 [y. 5.0][ 0%] [?????][ALPINE][OBC CODE][FF18][SMITH/WALK IN SMITH FLOORS FINAL] [TCLL 40.0][TCDL 25.0][BCDL 5.0][BCLL 0.V [DF 1.00][OC 24.0][NM 13 [No Plywood] =====Bearings=.. [X-Loc][React][Size]nenev [ 0.00][ 904][0.231 [12.69][ 904][0.23] EndPts MaxTen MaxComp AXL BND CSI GLC S Grade 2- 3 1 0 0.00 0.35 0.35 1 2 FL #1 3- 5 0 -2766 0.10 0.35 0.45 1 2 FL #1 5- 7 0 -2785 0.10 0.20 0.30 1 2 FL #1 7- 8 0 -2766 0.10 0.12 0.22 1 2 FL #1 8-10 0 -2766 0.10 0.38 0.48 1. 2 FL #1 10-11 1 0 0.00 0.38 0.38 1 2 FL #1 1- 4 1874 0 0.35 0.13 0.48 1 2 FL #1 4- 6 2785 0 0.52 0.11 0.63 1 2 FL #1 6- 9 2788 0 0.52 0.11 0.63 1 2 FL #1 9-12 1876 0 0.35 0.14 0.50 1 2 FL #1 0- 1 0 -23 0.00 0.05 0.05 1 2 FL Standard 0- 2 11 -11 n-=Fictious Member= -e 2 FL Standard 11-13 11 -11 =-=Fictious Member= -v 2 PL Standard 12-13 0 -23 0.00 0.05 0.05 1 2 FL Standard EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 1- 2 0 -145 0.02 1 2 FL Standard 10.00 1- 3 0 -2006 0.38 1 2 FL Standard 31.62 3- 4 955 0 0.49 1 2 FL Standard 31.62 4- 5 0 -289 0.04 1 2 FL Standard 10.00 6- 7 0 -47 0.01 1 2 FL Standard 10.00 7- 9 0 -42 0.01 1 2 FL Standard 11.93 8- 9 0 -227 0.03 1 2 FL Standard 10.00 9-10 950 0 0.48 1 2 FL Standard 31.62 10-12 0 -2008 0.39 1 2 FL Standard 31.62 11-12 0 -144 0.02 1 2 FL Standard 10.00 [STD.ADTO.LOAD][OC 24.00][DF 1.00][NM 11 ^ 130 PLP 0 0.0 to 130 0 12.9 [y=12.1][ 62%] 10 PLP 0 0.0 to 10 0 12.9 [y= 5.01[ 0%] Length Pitch Brace 30.00 0.00 ®24 30.75 0.00 ®24 20.25 0.00 024 7.25 0.00 024 30.75 0.00 024 30.00 0.00 024 60.25 0.00 072 20.25 0.00 072 8.00 0.00 072 61.00 0.00 072 9.17 -38.18 4.07 11.00 -- 4.07 -11.00 -- 9.17 38.18 Node X -Loc Y -Loc Plate def1Y(L) def1Y(T) dxL dxT 0 0.00 8.79 W1.5X4 ---- ----- ---- ----- ---- ---- 1 0.23 8.06 W3X8 0.00 L/999 0.00 L/999 0.00 0.00 2 0.25 9.02 W2X4 ---- ----- ---- ----- ---- ---- 3 2.75 9.02 W3X8 ---- ----- ---- ----- ---- ---- 4 5.25 8.06 W3X6 0.15 L/969 0.27 L/554 0.01 0.01 5 5.31 9.02 W1.5X4 ---- ----- ---- ----- ---- ---- 6 6.94 8.06 W1.5X4 0.16 L/907 0.29 L/519 0.01 0.02 7 7.00 9.02 W2.5X4 ---- ----- ---- ----- ---- ---- 8 7.60 9.02 W1.5X4 ---- ----- ---- ----- ---- ---- 9 7.60 8.06 W3X8 0.16 L/924 0.28 L/528 0.01 0.02 10 10.17 9.02 W3X8 ---- ----- ---- ----- ---- ---- 11 12.67 9.02 W2X4 ---- ----- ---- ----- ---- ---- 12 12.69 8.06 W3X8 0.00 L/999 0.00 L/999 0.02 0.03 13 12.92 8.79 W1.5X4 ---- ----- ---- ----- ---- ---- [STD . AUTO . LOAD1 [DF 1.001 [Spc 24.001 [Plies 11 [RBF=1.15] 130 130 I R= 904# R= 904# w=2.75" w=2.75" 10 10 0-0-0 12-11-0. F- C'\- (?????][ALPINE][UBC CODE1(FF191[SMITH/WALK IN SMITH FLOORS FINAL] X -Loc Y -Loc (TCLL 40.0][TCDL 25.0][BCDL 5.01[BCLL 0.01[DF 1.001[OC 24.0][NM 11 dxT (No Plywood] 0 -6.46 8.79 W1.5X4 ---- ----- ---- ----- ---- ---- 1 m 9.02 W2X4 ---- =====Bearings=== [X -Lo c][React][Size] ----- ---- ----- ---- ---- [-6.461( 1731][6.69] [12.921[ 1570](0.231 W2X4 0.00 L/999 0.00 EndPts MaxTen MaxComp AXL HND CSI GLC S Grade Length Pitch Brace 1- 3 1 0 0.00 0.09 0.09 1 2 PL #1 13.00 0.00 024 3- 5 1 0 0.00 0.09 0.09 1 2 FL #1 16.00 0.00 024 5- 7 1 0 0.00 0.12 0.12 1 2 FL #1 16.00 .0.00 024 7- 9 1 0 0.00 0.12 0.12 1 2 FL #1 16.00 0.00 024 9-11 1 0 0.00 0.54 0.54 1 2 FL #1 15.00 0.00 024 11-13 25 0 0.00 0.54 0.55 1 2 PL #1 31.50 0.00 024 13-14 0 -2250 0.09 0.29 0.38 1 2 FL #1 11.00 0.00 024 14-16 0 -2250 0.09 0.36 0.45 1 2 FL #1 19.75 0.00 024 16-18 0 -2268 0.07 0.15 0.22 1 2 FL #1 20.25 0.00 024 18-19 0 -2072 0.06 0.15 0.21 1 2 FL #1 10.13 0.00 024 19-22 0 -2072 0.07 0.35 0.43 1 2 FL #1 30.75 0.00 024 22-23 1108 0 0.21 0.62 0.83 1 2 FL #1 31.50 0.00 024 23-25 1108 0 0.21 0.62 0.83 1 2 FL #1 31.50 0.00 024 25-26 0 -11 0.00 0.16 0.16 1 2 FL #1 18.87 0.00 024 2- 4 0 -1 0.00 0.01 0.01 1 2 FL #1 13.00 0.00 013 4- 6 0 -1 0.00 0.01 0.01 1 2 FL #1 16.00 0.00 016 6- 8 0 -1 0.00 0.02 0.02 1 2 FL #1 16.00 0.00 016 B-10 0 -1 0.00 0.06 0.06 1 2 FL #1 16.00 0.00 016 10-12 0 -1 0.00 0.28 0.28 1 2 FL #1 15.75 0.00 016 12-15 1558 0 0.29 0.28 0.58 1 2 FL #1 60.75 0.00 072 15-17 2268 0 0.43 0.11 0.54 1 2 FL #1 20.25 0.00 072 17-20 2263 0 0.43 0.06 0.49 1 2 FL #1 10.88 0.00 072 20-21 932 0 0.18 0.11 0.29 1 2 PL #1 18.12 0.00 072 21-24 932 0 0.18 0.23 0.41 1 2 FL #1 44.13 0.00 072 24-28 0 -151 0.00 0.23 0.24 1 2 FL #1 51.87 0.00 072 n- 2 0 -8 0.00 0.02 0.02 1 2 FL Standard 9.25 -35.00 0.00 n- 1 8 -3 =-=Fictious Member=-- 2 FL Standard 4.07 11.00 -- 26-27 0 -17 -=Fictious Members -e 2 FL Standard 3.13 -22.00 -- _27.28 0 -18 0.00 0.04 0.04 1 2 FL Standard 8.75 -Vert- ---- EndPts MaxTen MaxComp AXL GLC S Grade Length Brace ----- ---- ----- 1- 2 0 -63 0.01 1 2 FL Standard 10.00 W3X6 0.01 L/999 11-12 0 -183 0.03 1 2 FL Standard 10.00 11-12 0 -183 0.03 1 2 FL Standard 10.00 Q L2-13 0 -1690 0.32 1 2 FL Standard 31.62 Cu L3-15 741 0- 0.38 1 2 FL Standard 31.62 ' 15-16 0 -270 0.04 1 2 FL Standard 10.00 17-18 63 0 0.03 1 2 FL Standard 10.00 18-20 0 -289 0.04 1 2 FL Standard 13.71 19-20 0 -220 0.03 1 2 FL Standard 10.00 0 20-22 1217 0 0.62 1 2 PL Standard 31.62 22-24 0 -2172 0.42 1 2 FL Standard 31.62 23-24 0 -203 0.03 1 2 FL Standard 10.00 23-24 0 -203 0.03 1 2 FL Standard 10.00 24-25 0 -1019 0.20 1 2 FL Standard 31.62 25-28 185 0 0.09 1 2 FL Standard 20.05 26-28 0 -63 0.01 1 2 FL Standard 10.00 3- 4 0 -175 0.02 1 2 FL Standard 11.50 5- 6 0 -168 0.02 1 2 FL Standard 11.50 7- 8 0 -199 0.03 1 2 FL Standard 11.50 9-10 0 -54 0.01 1 2 FL Standard 11.50 [STD.ADTO.LOAD1[OC 24.0011DF 1.00][NM 11 130 PLP 0 -6.3 to 130 0 17.2 [y-12.11[ 62%] 10 PLF 0 -6.5 to 10 0 17.4 [y= 5.011 0%] Node X -Loc Y -Loc Plate def1Y(L) deflY(T) dxL dxT 0 -6.46 8.79 W1.5X4 ---- ----- ---- ----- ---- ---- 1 -6.21 9.02 W2X4 ---- ----- ---- ----- ---- ---- 2 -6.21 8.06 W2X4 0.00 L/999 0.00 L/999 0.00 0.00 3 -5.12 9.02 W1.5X4 ---- ----- ---- ----- ---- ---- 4 -5.12 8.06 W1.5X4 0.00 L/999 0.00 L/999 0.00 0.00 5 -3.79 9.02 W1.5X4 ---- ----- ---- ----- ---- ---- 6 -3.79 8.06 W1.5X4 0.00 L/999 0.00 L/999 0.00 0.00 7 -2.46 9.02 W1.5X4 ---- ----- ---- ----- ---- ---- 8 -2.46 8.06 W1.5X4 0.00 L/999 0.00 L/999 0.00 0.00 9 -1.12 9.02 W1.5X4 10 -1.12 8.06 W1.5X4 0.00 L/999 0.00 L/999 0.00 0.00 LO 11 0.12 9.02 W2X4 ---- ----- ---- ----- ---- ---- 12 0.19 8.06 W3X8 0.00 L/999 0.00 L/999 0.00 0.00 !, 13 2:75 9.02 W3X8 ---- ----- ---- ----- ---- ---- ---L4 L 4SI 3.67 9.02 W2.5X4 15 5.25 8.06 W2.5X4 0.15 L/999 0.26 L/744 0.01 0.01 m 16 5.31 9.02 W1.5X4 ---- ----- ---- ----- ---- ---- Q 17 6.94 8.06 W1.5X4 0.14 L/999 0.25 L/773 0.01 0.02 -' 18 7.00 9.02 W3X4 ---- ----- ---- ----- ---- ---- ^ 19 7.84 9.02 W1.5X4 ---- ----- ---- ----- ---- ---- ^ 20 7.84 8.06 W3X8 0.14 L/999 0.25'L/784 0.01 0.02 21 SI 9.35 8.06 W2.5X4 0.12 L/999 0.22 L/900 0.01 0.02 to -22 10.41 9.02 W3X10 ---- ----- ---- ----- ---- ---- d 23 13.03 9.02 W2X4 ---- ----- ---- ----- ---- ---- 24 13.03 8.06 W3X14 0.00 L/999 0.00 L/999 0.01 0.02 0_ 25 15.66 9.02 W3X6 ---- ----- ---- ----- ---- ---- �-• 26 17.23 9.02 W1.5X4 ---- ----- ---- ----- ---- ---- - 27 17.35 8.79 W1.5X4 ---- ----- ---- ----- ---- ---- O 28 17.35 8.06 W3X6 0.01 L/999 0.02 L/999 0.01 0.02 O Q Cu U C3. 0 0 LL C o. f-• . cn F F 19 V Cu (?????)(ALPINBI[UBC CODB][FF20][SMITH/WALK IN SMITH FLOORS FINAL] (TOLL 40.0][TCDL 25.0](BCDL 5.01[BCLL O.OjCDF 1.001 [OC 16.01 (NM 11 [No Plywood] =====Bearings=== [X-Loc][React][Size] o=e.e 1 0.00][ 9161[0.23] [19.4011 916][0.231 6ndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace 2- 3 1 0 0.00 0.23 0.23 1 2 FL #1 30.00 0.00 024 3- 4 0 -3498 0.24 0.24 0.48 1 2 FL #1 30.75 0.00 024 4- 6 0 -3498 0.16 0.31 0.47 1 2 FL #1 30.75 0.00 ®24 6- 8 0 -4382 0.25 0.31 0.56 1 2 FL #1 20.25 0.00 ®24 8-10 0 -4377 0.31 0.39 0.69 1 2 FL #1 26.25 0.00 024 10-11 0 -3519 0.23 0.25 0.48 1 2 FL #1 30.75 0.00 024 11-13 0 -3519 0.24 0.23 0.47 1 2 FL #1 30.75 0.00 024 13-14 1 0 0.00 0.23 0.23 1 2 FL #1 30.00 0.00 024 1- 5 2065 0 0.33 0.10 0.43 1 2 FL #1&Bet. 61.00 0.00 072 5- 7 4378 0 0.69 0.09 0.79 1 2 FL #1&Bet. 31.50 0.00 ®72 7- 9 4382 0 0.70 0.17 0.86 1 2 PL #1&Bet. 20.25 0.00 072 9-12 4289 0 0.68 0.17 0.85 1 2 FL #1&Bet. 56.25- 0.00 ®72 12-15 2071 0 0.33 0.07 0.40 1 2 FL #1&Bet. 61.00 0.00 ®72 0- 1 0 -15 0.00 0.03 0.03 1 2 FL Standard 9.17 -38.18 0- 2 8 -7 m-=Fictious Member= -e 2 FL Standard 4.07 11.00 -- 14-16 8 -7 a-Fictious Member= -e 2 FL Standard 4.07 -11.00 -- 15-16 0 -15 0.00 0.03 0.03 1 2 FL Standard 9.17 38.18 EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 1- 2 0 -97 0.01 1 2 FL Standard 10.00 1- 3 0 -2209 0.42 1 2 FL Standard 31.62 3- 5 1530 0 0.78 1 2 FL Standard 31.62 4- 5 0 -195 0.03 1 2 FL Standard 10.00 5- 6 0 -939 0.18 1 2 FL Standard 31.62 6- 7 65 0 0.03 1 2 FL Standard 10.00 8- 9 0 -67 0.01. 1 2 FL Standard 10.00 9-10 97 0 0.05 1 2 FL Standard 27.39 '.10-12 0 -822 0.16 1 2. FL Standard 31.62 11-12 0 -209 0.03 1 2 FL Standard 10.00 12-13 1546 0 0.79 1 2 PL Standard 31.62 13-15 0 -2217 0.42 1 2 FL Standard 31.62 14-15 0 -98 0.01 1 2 FL Standard 10.00 Node X -Loc Y -Loc Plate def1Y(L) def1Y(T) dxL dxT 0 0.00 8.79 W1.5X4 ---- ----- ---- ----- ---- ---- 1 0.23 8.06 W3X8 0.00 L/999 0.00 L/999 0.00 0.00 2 0.25 9.02 W2X4 ---- ----- ---- ----- ---- ---- 3 2.75 9.02 W3X8 ---- ----- ---- ----- ---- ---- 4 5.31. 9.02 W1.5X4 ---- ----- ---- ----- ---- ---- 5 5.31 8.06 W3X10 0.30 L/778 0.52 L/445 0.01 0.01 6 7:86 9.02 W3X4 ---- ----- ---- ----- ---- ---- 7 7.94 8.06 W1.5X4' 0.37 L/618 0.65 L/353 0.02 0.03 8 9.56 9.02 W1.5X4 ---- ----- ---- ----- ---- ---- 9 9.62 8.06 W2.5X4 0.43 L/531 0.76 L/303 0.02 0.04 10 11.75 9.02 W2.5X4 ---- ----- ---- ----- ---- ---- 11 14.31 9.02 W1.5X4 ---- ----- ---- ----- ---- ---- 12 14.31 8.06 W3X10 0.33 L/707 0.57 L/404 0.04 0.06 13 16.88 9.02 W3X8 ---- ----- ---- ----- ---- ---- 14 19.38 9.02 W2X4 ---- ----- ---- ----- ---- ---- 15 19.40 8.06 W3X8 0.00 L/999 0.00 L/999 0.04 0.08 16 19.62 8.79 W1.5X4 ---- ----- ---- ----- ---- ---- (STD.AUTO.LOAD] (OF 1.001 [SpC 16.001 [Plies 1] [RBF=1.15] R= 916# R= 916# w=2.75" : w=2.75" Z [STD.ADTO.LOAD][OC 16.00][DF 1.00)[NM 11 87 PLP ® 0.0 to 87 0 19.6 [ye12.11[ 62%] 7 PLP 0 0.0 to 7 ® 19.6 [y= 5.0][ 0%] a. 6 6 0-0-0 19-7-8 FF a Q (?????1[ALPINE)IUBC CODB1[PP20 REPAIRI[SMITE/WALK IN SMITE FLOORS FINAL] [TCLL 40.0][TCDL 25.011BCDL 5.0)[BCLL 0.Qj [DF 1.001JOC 16.01 (NM 1] [No Plywood] [STD.AUTO.LOAD1[OC 16.00][DF 1.00][NM 11 =====Bearings.=. [X-Loc)(React][Size10.... 87 ELF ® 0.1 to 87 ® 19.5 [y=12.1]1 62%) [ 0.001[ 9041[0.231 (19.401[ 904][0.23] 7 PLF ® 0.0 to 7 ® 19.6 [y. 5.0]( 0%] EndPts MaxTen MaxComp AXL END CSI GLC S Grade Length Pitch Brace + -_-_-_-_-_-=-=-e-=-=-------------------------- + 0- 2 0 0 0.00 0.25 0.25 1 2 FL #1 31.50 0.00 024 TRUSS DRWG REF# 21730 EXISTS IN FIELD BUT IS 2- 3 0 -3597 0.25 0.24 0.50 1 2 FL #1 30.75 0.00 024 3" TOO - LONG. THIS REPRESENTS PROPOSED 3- 5 0 -3597 0.17 0.31 0.48 1 2 FL #1 30.75 0.00 024 REPAIR REMOVE END VERT - ON BOTH SIDES CUT 5- 7 0 -4482 0.26 0.31 0.58 1 2 FL #1 20.25 0.00 024 THRU PLATE AND CALL GOOD? 7- 9 0 -4477 0.32 0.39 0.71 1 2 FL #1 26.25 0.00 024 +------------------- --_-_-.-.-.-_-.-.-.-_-_-_ + 9-10 0 -3618 0.24 0.25 0.50 1 2 FL #1 30.75 0.00 024 10-12 0 -3618 0.25 0.23 0.48 1 2 FL #1 30.75 0.00 ®24 12-13 0 0 0.00 0.25 0.25 1 2 FL #1 31.50 0.00 @24 1- 4 2166 0 0.34 0.11 0.45 1 2 FL #1&Bet. 62.25 0.00 ®72 4- 6 4477 0 0.71 0.09 0.80 1 2 FL #1&Bet. 31.50 0.00 072 6- 8 4482 0 0.71 0.17 0.88 1 2 FL #1&Bet. 20.25 0.00 072 8-11 4388 0 0.70 0.17 0.87 1 2 FL #1&Bet. 56.25 0.00 ®72 11-14 2173 0 0.34 0.08 0.42 1 2 FL #1&Bet. 62.25 0.00 072 EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 0- 1 0 -95 0.01 1 2 FL Standard 10.00 1- 2 0 -2306 0.44 1 2 FL Standard 31.62 2- 4 1528 0 0.78 1 2 FL Standard 31.62 3- 4 0 -194 0.03 1 2 FL Standard 10.00 4- 5 0 -940 0.18 1 2 FL Standard 31.62 5- 6 64 0 0.03 1 2 FL Standard 10.00 7- 8 0 -67 0.01 1 2 FL Standard 10.00 8- 9 97 0 0.05 1 2 FL Standard 27.39 9-11 0 -823 0.16 1 2 FL Standard 31.62 10-11 0 -208 0.03 1 2 FL Standard 10.00 11-12 1543 0 0.78 1 2 FL Standard 31.62 12-14 0 -2313 0.44 1 2 FL Standard 31.62 13-14 0 -95 0.01 1 2 FL Standard 10.00 Node X -Loc Y -Loc Plate deflY(L) def1Y(T) dxL dxT 0 0.12 9.02 W1.5X4 ---- ----- ---- ----- ---- ---- 1 0.12 8.06 W3X6 0.00 L/999 0.00 L/999 0.00 0.00 2 2.75 9.02 W3X10 ---- ----- --- ----- ---- ---- e 3 5.31 9.02 W1.5X4 ---- ----- ---- ---- ---- ---- 4 5.31 8.06 W3X10 0.31 L/742 0.55 L/424 0.01 0.01, 5 7.88 9.02 W3X4 ---- ----- ---- ----- ---- ---- 6 7.94 8.06 W1.SX4 0.39 L/595 0.68 L/339 0.02 0.03 7 9.56 9.02 W1.5X4 ---- ----- ---- ----- ---- ---- 8 9.62 8.06 W2.5X4 0.45 L/514 0.79 L/293 0.02 0.04 9 11.75 9.02 W2.5X4 ---- ---- ---- ----- ---- 10 14.31 9.02 W1.5X4 ---- ----- ------ --- ---- ---- 11 14.31 8.06 W3X10 0.34 L/677 0.60 L/387 0.04 0.06 12 16.88 9.02 W3X10 ---- ----- ---- ----- ---- ---- 13 19.50 9.02. W2X4 ---- ----- ---- ---- ---- --- 14 19.50 8.06 W3X6 0.00 L/999 0.00 L/999 0.05 0.08 [STO. AUTO. LOAD] [DF 1.001 [Spc 16.001 [Plies 1] [RBF=1.151 F � a 0 P i -n- 86 86 c 0 2 3 5 7 9 10 12 13 6 4 � 6a R= 904# R= 904# W=2.75" W=2.75" Z �a 6 6 0-1-8 19-6-0 [?????][ALPINE][UBC CODE][F7211[SMITH/WALK IN SMITH FLOORS FINAL) (TCLL 40.0][TCDL 25.0][BCDL 5.0][BCLL 0.04[DF 1.00][OC 16.0][NM 11 (No Plywood] =====Bearings--- [X-Locl[React][Size] ----- ( 0.00][ 891][0.231 [19.381( 1334][0.231 EndPts MaxTen MaxComp AXL END CSI GLC S Grade 2- 3 0 -1 0.00 0.23 0.23 2 2 FL #1 3- 4 0 -3429 0.23 0.24 0.47 2 2 FL #1 4- 6 0 -3429. 0.15 0.29 0.45 2 2 FL #1 6- 8 0 -4260 0.24 0.29 0.53 2 2 FL #1 8-10 0 -4255 0.29 0.36 0.65 2 2 FL #1 10-11 0 -4255 0.29 0.36 0.65 2 2 FL #1 11-12 0 -3315 0.20 0.23 0.44 2 2 FL #1 12-15 0 -3315 0.21 0.25 0.45 2 2 FL #1 15-16 765 0 0.14 0.47 0.61 1 2 FL #1 16-18 765 0 0.14 0.47 0.61 1 2 FL #1 18-19 0 -7 0.00 0.14 0.14 3 2 FL #1 1- 5 2030 0 0.38 0.12 0.50 2 2 FL #1 5- 7 4256 0 0.80 0.08 0.88 2 2 FL #1 7- 9 4260 0 0.80 0.16 0.96 2 2 FL #1' 9-13 4121 0 0.78 0.19 0.96 2 2 FL #1 13-14 1831 0 0.34 0.05 0.39 2 2 FL #1 14-17 1831 0 0.34 0.15 0.49 2 2 FL #1 0-21 0 -103 0.00 0.17 0.17 1 2 FL #1 0- 1 0 -8 0.00 0.03 0.03 1 2 FL Standard 0- 2 3 -4 ---Fictious Member=-- 2 FL Standard 19-20 0 -12 =-=Fictious Member=-- 2 FL Standard 20-21 0 -12 0.00 0.03 0.03 1 2 FL Standard [Floor Total load ][OC 16.001 (DF 1.001 [NM 11 87 PLF ® 0.1 to 87 0 23.7 [y-12.11( 62%] 7 PLF ® 0.0 to 7 ® 23.8 [y= 5.01[ 0%) Length Pitch Brace [Unbalanced case #1 ][OC 16.00][DF 1.00][NM 11 30.00 0.00 024 87 PLF 0 0.1 to 87 ® 19.6 [y-12.11[ 62%] 30.75 0.00 024 33 PLF ® 19.6 to 33 ® 23.7 [y-12.11[ 0%) 30.75 0.00 024 7 PLF ® 0.0 to 7 ® 23.8 [y= 5.01( 0%] 20.25 0.00 ®24 =-------------------- ------------------------- 6.75 0.00 024 [Unbalanced case #2 ][OC 16.00][DF 1.00][NM 11 19.38 0.00 024 33 PLF 0 0.1 to 33 ® 19.6 [y=12.11( 0%) 30.75 0.00 024 87 PLP ® 19.6 to 87 ® 23.7 [y-12.11[ 62%] 30.75 0.00 ®24 7 PLF ® 0.0 to 7 ® 23.8 (y- 5.01[ 0%] 31.50 0.00 ®24 =-_-_-_-_---_-_-_-_-_-------------------------- 31.50 0.00 024 18.87 0.00 ®24 61.00 0.00 ®72 31.50 0.00 ®72 20.25 0.00 ®72 56.13 0.00 072 \ 18.12 0.00 ®72 44.13 0.00 072 51.87 0.00 ®72 9.17 -38.18 N 4.07 11.00 -- V 3.13 -22.00-- �O�Q(`��``�' Q) CO 8.75 -Vert- OI II I / I EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 1- 2 0 -94 0.01 1 2 FL Standard 10.00 1- 3 0 -2170 0.42 2 2 FL Standard 31.62 3- 5 1493 0 0.76 2 2 FL Standard 31.62 4- 5 0 -204 0.03 1 2 FL Standard 10.00 5- 6 0 -884 0.17 2 2 FL Standard 31.62 6- 7 53 0 0.03 2 2 FL Standard 10.00 8- 9 0 -97 0.01 1 2 FL Standard 10.00 9-11 228 0 0.12 1 2 FL Standard 27.27 11-13 0 -930 0.18 1 2 FL Standard 31.62 12-13 0 -225 0.03 1 2 FL Standard 10.00 13-15 1660 0 0.84 1 2 FL Standard 31.62 15-17 0 -2265 0.43 1 2 FL Standard 31.62 16-17 0 -142 0.02 1 2 FL Standard 10.00 16-17 0 -142 0.02 1 2.FL Standard 10.00 17-18 0 -712 0.14 3 2 FL Standard 31.62 18-21 126 0 0.06 1 2.FL Standard 20.05 19-21 0 -44' 0.01 1 2 FL Standard 10.00 Node X -Loc Y -Loc Plate def1Y(L) def1Y(T) dxL dxT 0 0.00 8.79 W1.5X4 ---- ----- - ---- ---- 1 0.23 8.06 W3X8 0.00 L/999 0.00 L/999 0.00 0.00 2 0.25. 9.02 W1.5X4 ---- ----- ---- ----- ---- ---- 3 2.75 9.02 W3X8 ---- ----- ---- ----- ---- 4 5.31 9.02 W1.5X4 ---- ----- ---- ----- ---- ---- 5 5.31 8.06 W3X10 0.29 L/799 0.52 L/443 0.01 0.01 6 7.88 9.02 W3X4 ---- ----- ---- ----- ---- ---- 7 7.94 8.06 W1.SX4 0.36 L/637 0.66 L/352 0.02 0.03 8 9.56 9.02 W1.5X4 ---- ----- ---- ----- ---- ---- 9 9.62'. 8.06 W2.5X4 0.41 L/567 0.76 L/305 0.02 0.04 10 SI 10.12 9.02 W2.5X4 ---- ---- ---- ----- ---- ---- 11 11.74 9.02. W2.5X4 ---- ----- ---- ----- ---- ---- 12 14.30 9.02 W1.5X4 ---- ----- ---- ----- ---- 13 14.30 8.06 W3X10 0.31 L/755 0.57 L/404 0.03 0.06 14 SI 15.81 8.06 W3X4 0.22 L/999 0.42 L/549 0.04 0.07 15 16.86; 9.02 W3X10 ---- ----- ---- ----- ---- ---- 16 19.49 9.02 W2X4 ---- ----- --- ----- ---- --- 17 19.49 8.06 W3X14 0.00 L/999 0.00 L/999 0.04 0.08 18 22.11 9.02 W2.5X4 ---- ----- ---- ----- ---- ---- 19 23.69 9.02 W1.5X4 ---- ---- ---- - ---- ---- 20 23.81 8.79 W1.5X4- -- -- ----- ---- ----- --- ---- 21 23.81 8.06 W3X6 0.00 L/999 0.00 L/999 0.04 0.08 T I U- 07 Q N 0) EL O O W u C. U) O O LL O 2 I� CO n Cu �O Co 11 II I Q 3 g.y I I O O [?????][ALPINE][UBC CODEI[FF22][SMITH/WALK IN SMITH FLOORS FINAL] [TOLL 40.0][TCDL 25.0][BCDL 5.0](BCLL 0.Oj(DF 1.00)(OC 24.0][NM 11 (No Plywood] [STD.AUTO.LOAD][OC 24.00][DF 1.00][NM 11 =====Bearings==. [X-Loc][React][Size] eem.. 130 PLF ® 0.0 to 130 0 4.4 [y=12.11[ 62%] ( 0.00]( 311110.231 [ 4.21]( 311][0.231 10 PLP 0 0.0 to 10 0 4.4 (y= 5.0][ 0%] EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace 2- 3 1 0 0.00 0.34 0.34 1 2 FL #1 30.00 0.00 024 3- 4 3 0 0.00 0.32 0.32 1 2 FL #1 17.25 0.00 024 1- 5 314 0 0.06 0.10 0.15 1 2 FL #1 47.75 0.00 048 0- 1 0 -23 0.00 0.05 0.05 1 2 FL Standard 9.17 -38.18 0- 2 11 -11 =Fictious Member=-. 2 FL Standard 4.07 11.00 -- 4- 6 14 -8 =-eFictioue Member=-. 2 FL Standard 4.07 -11.00 -- 5- 6 0 -19 0.00 0.02 0.02 1 2 FL Standard 9.17 38.18 EndPts MaxTen MaxComp AXL GLC S Grade Length Brace , 1- 2 0 -148 0.02 1 2 FL Standard 10.00 1- 3 0 -337 0.06 1 2 FL Standard 31.62 3- 5 0 -379 0.06 1 2 FL Standard 19.94 4- 5 0 -64 0.01 1 2 FL Standard 10.00 Node X -Loc Y -Loc Plate def1Y(L) deflY(T) dxL dxT 0 0.00 8.79 W1.5X4 ---- ----- ---- ----- ---- ---- 1 0.23 8.06 W3X6 0.00 L/999 0.00 L/999 0.00 0.00 2 0.25 9.02 W2X4 ---- ----- ---- ----- ---- --- 3 2.75 9.02 W2.5X4 ---- ----- -7 -- ----- --- ---- 4 4.19 9.02 W2X4 ---- ----- ---- ----- ---- ---- 5 4.21 8.06 W2.5X4 0.00 L/999 0.00 L/999 0.00 0.00 6 4.44 8.79 W1.5X4 ---- ----- ---- ----- ---- ---- (STO. AUTO.LOAD) (DF 1 .00] [Spc 24.00) [Plies 11[RBF=1 . 151 130 130 2 3 4 6 R= .311# R= 31l# w=2.75" w=2.75" [?7???1[ALPINE][QBC CODE][FF23][SMITH/WALK IN SMITH FLOORS FINAL] [TCLL 40.0][TCDL 25.0][BCDL 5.01[BCLL 0.0$[DF 1.00][0C 24.0][NM 11 [No Plywood] [STD.AOTO.LOAD][OC 24.00][DF 1.00][NM 13 =====Bearings=== [X-Loc][React](Size]a=.=. 130 PLF 0 0.0 to 130 0 4.6 (y=12.11[ 62%] [ 0.001[ 321][3.231 ( 4.351[ 321][0.231 10 PLF 0 0.0 to 10 0 4.6 [y. 5.01( 0%] EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace 2- 3 1 0 0.00 0.34 0.34 1 2 FL #1 30.00 0.00 ®24 3- 4 2 0 0.00 0.32 0.32 1 2 FL #1 19.00 0.00 ®24 1- 5 340 0 0.06 0.10 0.17 1 2 FL #1 49.50 0.00 ®49 0- 1 0 -23 0.00 0.05 0.05 1 2 FL Standard 9.17 -38.18 0- 2 11 -11 e-=Fictious Member=-. 2 FL Standard 4.07 11.00 -- 4- 6 14 -8 =-=Fictious Member=-= 2 FL Standard 4.07 -11.00 -- 5- 6 0 -19 0.00 0.03 0.03 1 2 FL Standard 9.17 38.18 EndPts MaxTen MexComp AXL GLC S Grade Length Brace 1- 2 0 -148 0.02 1 2 FL Standard 10.00 1- 3 0 -364 0.07 1 2 FL Standard 31.62 3- 5 0 -399 0.06 1 2 FL Standard 21.47 4- 5 0 -77 0.01 1 2 FL Standard 10.00 Node X -Loc Y -Loc Plate def1Y(L) def1Y(T) dxL dxT 0 0.00 8.79 W1.5X4 ---- ----- ---- ----- ---- ---- 1 0.23 8.06 W3X6 0.00 L/999 0.00 L/999 0.00 0.00 2 0.25 9.02 W2X4 ---- ----- ---- ----- ---- ---- 3 2.75 9.02 W2.5X4 ---- ----- ---- ----- ---- ---- <} 4.33 9.02 W2X4 ---- ----- ---- ----- ---- ---- 5 4.35 8.06 W2.5X4. 0.00 L/999 0.00 L/999 0.00 0.00 6 4.58 8.79 W1.SX4 ---- ----- ---- ----- ---- ---- [STD.AUT0.L0AD] [DF 1.00] [Spc 24.00] [Plies 11[RBF=1.15] FF �,3 130 130 1 2 3 4 6 R= 321# R= 321# W=2.75" W=2.75 10 10 0-0-0 4-7-0 [?????](ALPINE](UBC CODE)(FF24][SMITH/WALK IN SMITH FLOORS FINAL] (TCLL 40.0) [TCL•L 25.01[BCDL 5.0] [BCLL 0.0$ [DF 1.00] [OC 16.0] [NM 11 (No Plywood] W=2.75'r W=2.75" i 6 6 i 0-'0-0 16-9-8 [STD.AUTO.LOAD][OC 16.001[DF 1.00][NM 11 =====Bearings... (X-Loc)[React][Size] ..... 87 PLF ® 0.0 to 87 ® 16.8 [y=12.11[ 62%] [ 0.00)( 784]:0.23] [16.56][ 784][0.23) 7 PLF ® 0.0 to 7 0 16.8 [y= 5.0][ 0%] EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace 2- 3 1 0 0.00 0.22 0.23 1 2 FL #1 30.00 0.00 024 3- 4 0 •2823 0.15 0.18 0.34 1 2 FL #1 30.75 0.00 024 4- 6 0 -2823 0.14 0.30 0.44 1 2 FL #1 30.75 0.00 024 6- 9 0 -3209 0.13 0.13 0.26 1 2 FL #1 21.00 0.00 ®24 9-10 0 -2794 0.10 0.13 0.23 1 2 FL #1 22.25 0.00 024 10-12 0 -2794 0.15 0.24 0.39 1 2 FL #1 30.75 0.00 024 12-13 1 0 0.00 0.24 0.24 1 2 FL #1 30.00 0.00 024 .1- 5 1720 0 0.32 0.10 0.42 1 2 FL #1 61.00 0.00 072 5- 7 3210 0 0.60 0.14 0.75 1 2 FL #1 31.50 0.00 072 7- 8 3209 0 0.60 0.14 0.75 1 2 FL #1 19.50 0.00 ®72 8-11 3206 0 0.60 0.04 0.64 1 2 FL #1 23.00 0.00 ®72 11-14 1721 0 0.32 0.11 0.44 1 2 FL #1 61.00 0.00 072 0- 1 0 -15 0.00 0.03 0.03 1 2 FL Standard 9.17 -38.18 0- 2 8 -7 =-=Fictious Member=-= 2 FL Standard 4.07 11.00 -- 13-15 8 -7 .-.Fictious Member=-. 2 FL Standard 4.07 -11.00 -- 14-15 0 -15 0.00 0.03 0.03 1 2 FL Standard 9.17 38.18 EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 1- 2 0 -98 0.01 1 2 FL Standard 10.00 1- 3 0 -1840 0.35 1 2 FL Standard 31.62 3- 5 1178 0 0.60 1 2 FL Standard 31.62 4- 5 0 -229 0.03 1 2 FL Standard 10.00 5- 6 0 -413 0.08 1 2 FL Standard 31.62 6- 7 0 -22 0.00 1 2 FL Standard 10.00 8- 9 41 0 0.02 1 2 FL Standard 10.00 9-11 0 -464 0.07 1 2 FL Standard 23.71 10-11 0 -172 0.02 1 2 FL Standard 10.00 11-12 1145 0 0.58 1 2 FL Standard 31.62 12-14 0 -1842 0.35 1 2 FL Standard 31.62 13-14 0 -96 0.01 1 2 FL Standard 10.00 , Node X -Loc Y -Loc Plate def1Y(L) def1Y(T) dxL dxT 0 0.00 8.79 W1.5X4 ---- ----- ---- ----- ---- ---- 1 0.23 8.06 W3X8 0.00 L/999 0.00 L/999 0.00 0.00 2 0.25 9.02 W2X4 ---- ----- ---- ----- ---- ---- 3 2.75: 9.02 W3X8 ---- ----- ---- ----- ---- ---- 4 5.31 9.02 W1.5X4 ---- ----- ---- ----- ---- ---- 5 5.31 8.06 W3X8 0.21 L/912 0.38.L/521 0.01 0.01 6 7.881 9.02 W2.5X4 ---- ----- ---- ----- ---- ----- 7 7.94 8.06 W1.5X4 0.25 L/774 0.44 L/442 0.01 0.02 8 9.56 8.06 W1.5X4 0.23 L/843 0.41 L/482 0.02 0.03 ^ u 9 9.62 9.02 W3X4 ---- ----- ---- ----- ---- ---- ` 10 11.48 9.02 W1.5X4----'----- ---- ----- ---- ---- 11 11.4E 8.06 W3X8 0.21 L/955 0.36 L/546 0.02 0.04 12 14.04 9.02 W3X8 ---- ----- ---- ----- ---- ---- 13 16.54 9.02 W2X4 ---- ----- ---- ----- ---- ---- 14 16.5E 8.06 W3X8 0.00 L/999 0.00 L/999 0.03 0.05 15 16.75 8.79 W1.5X4 ---- ----- ---- ----- ---- ---- (STD.AUF0.L0A01 [DF 1.00][Spc 16.001 [Plies 11 [RBF=1.151 W=2.75'r W=2.75" i 6 6 i 0-'0-0 16-9-8 (?????][ALPINE] MBC CODB][FF25][SMITH/WALK IN SMITH FLOORS FINAL) [TCLL 40.0][TCLL 25.0j[BCDL 5.0)[BCLL O.Qj[DF 1.001 COC 24.01 [NM 11 (No Plywood] =====Bearings==. [X-Loc][React][Size1 ..__. [ 0.00][ 671]:0.23] [ 9.35]( 671][0.23] EndPts MaxTea MAxComp AXL BND CSI GLC S Grade Length Pitch Brace 0- 2 0 0 0.00 0.00 0.00 1 2 FL #1 5.00 0.00 ®24 2- 4 9 0 0.00 0.39 0.40 1 2 FL #1. 31.50 0.00 024 4- 6 0 -1326 0.02 0.30 0.33 1 2 FL #1 14.75 0.00 024 6- 7 0 -1334 0.02 0.16 0.18 1 2 FL #1 19.50 0.00 024 7- 9 0 -1326 0.02 0.30 0.33 1 2 FL #1 14.75 0.00 024 9-11 9 0 0.00 0.39 0.40 1 2 FL #1 31.50 0.00 024 11-12 0 0 0.00 0.00 0.00 1 2 FL #1 5.00 0.00 024 1- 3 0 0 0.00 0.00 0.00 1 2 FL #1 5.75 0.00 072 3- 5 1142 0 0.22 0.08 0.30 1 2 FL #1 44.75 0.00 072 5- 8 1334 0 0.25 0.02 0.27 1 2 FL #1 21.00 0.00 072 8-10 1142 0 0.22 0.08 0.30 1 2 FL #1 44.75 0.00 ®72 10-13 0 0 0.00 0.00 0.00 1 2 FL #1 5.75 0.00 ®72 EndPts MaxTen HaxComp AXL GLC S Grade Length Brace 2- 3 0 -82 0.01 1 2 FL Standard 11.50 2- 3 0 -82 0.01 1 2 FL Standard 11.50 3- 4 0 -1251 0.24 1 2 FL Standard 32.13 4- 5 250 0 0.13 1 2 FL Standard 18.12 5- 6 0 -143 0.02 1 2 FL Standard 11.50 7- 8 0 -143 0.02 1 2 FL Standard 11.50 8- 9 250 0 0.13 1 2 FL Standard 18.12 9-10 0 -1251'' 0.24 1 2 FL Standard 32.13 10-11 0 -82 0.01 1 2 FL Standard 11.50 10-11 0 -82 0.01 1 2 FL Standard 11.50 Node X -Loc Y -Loc Plate def1Y(L) def1Y(T) dxL dxT 0 -0.27 9.15 ---- ----- ---- ----- -- ---- 1 -0.23 8.06 ---- ----- ---- ----- ---- ---- 2 0.12 9.15 W2X4 0.01 L/999 0.00 L/999 0.00 0.01 3 0.13 8.06 W3X6 0.00 L/999 0.00 L/999 0.00 0.00 4 2.75 9.15 W3X6 ---- ----- ---- ----- ---- ---- 5 3.92 8.06. W2.5X4 0.05 L/999 0.09 L/999 0.00 0.01 6 3.9B 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 7 5.670 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 8 5.67 8.06 W2.5X4 0.05 L/999 0.09 L/999 0.01 0.01 9 6.83 9.15 W3X6 ---- ----- ---- ----- ---- ---- 10 9.40 8.06 W3X6 0.00 L/999 0.00 L/999 0.01 0.01 11 9.46 9.15 W2X4 ---- ----- ---- ----- --- ---- 12 9.E.8 9.15 ---- ----- ---- ----- ---- ---- 13 9.68 8.06 ---- ----- ---- ----- ---- [STD.Al1T0.L0AD] [DF 1.00] [Spc 24.00] [Plies 11[RBF=1.15] 130 130 0 2 4 6 7 9 1112 1 013 R= E71# R= 671# W=2.75 W=2.75" 10 10 0-0-0 9-7-0 [STD.AOTO.LOAD1[OC 24.00][DF 1.00][NM 11 130 PLP 0 0.0 to 130 0 9.6 [y.12.21( 62%) 10 PLP 0 0.0 to 10 0 9.6 [y. 5.0][ 0%] [?????][ALPINBIIDBC CODE) [FF261[SMITH/WALK IN SMITH FLOORS FINAL] (TCLL 40.0][TCDL 10.01(BCDL 5.01[BCLL 0.0}f(DP 1.00][OC 16.011NM 11 (No Plywood] =====Bearings... [X-Loc][React][Size]..... [ 0.00][ 817](0.231 [22.271[ 817][0.23] EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace 2- 3 0 -1 0.00 0.19 0.19 1 2 FL #1 30.00 0.00 ®24 3- 4 0 -2918 0.16 0.19 0.36 1 2 FL #1 30.75 0.00 024 4- 6 0 -2918 0.11 0.42 0.53 1 2 FL #1 30.75 0.00 024 6- 9 0 -3873 0.20 0.42 0.62 1 2 FL #1 21.00 0.00 ®24 9-10 0 -4130 0.30 0.48 0.78 1 2 FL #1 6.00 0.00 024 10-11 0 -4130 0.30 0.48 0.78 1 2 FL #1 23.25 0.00 ®24 11-14 0 -4130 0.32 0.17 0.49 1 2 FL #1 30.75 0.00 024 14-15 0 -2943 0.16 0.19 0.36 1 2 FL #1 30.75 0.00 ®24 15-17 0 -2943 0.17 0.16 0.32 1 2 FL #1 30.75 0.00 ®24 17-18 0 -1 0.00 0.18 0.18 1 2 FL #1 30.00 0.00 ®24 1- 5 1678 0 0.27 0.10 0.37 1 2 FL #1&Bet. 61.00 0.00 072 5- 7 3865 0 0.61 0.27 0.88 1 2 FL #1&Bet. 31.50 0.00 ®72 7- 8 3873 0 0.61 0.37 0.99 1 2 FL #1&Bet. 19.50 0.00 072 8-12 3880 0 0.62 0.37 0.99 1 2 FL #1&Bet. 30.00 0.00 ®72 12-13 3731 0 0.59 0.06 0.65 1 2 FL #1&Bet. 29.25 0.00 ®72 13-16 3731 0 0.70 0.08 0.78 1 2 FL #1 32.25 0.00 ®72' 16-19 1681 0 0.32 0.09 0.41 1 2 FL #1 61.00 0.00 072 0- 1 0 -7 0.00 0.02 0.02 1 2 FL Standard 10.61 -44.72 0- 2 3 -3 .-.Pictious Member.-. 2 FL Standard 4.07 11.00 -- 18-20 2 -3 .-.Fictions Member=-. 2 FL Standard 4.07 -11.00 -- 19-20 0 -7 0.00 0.02 0.02 1 2 FL Standard 10.61 44.72 EndPts MaxTen MaxComp AXL GLC S Grade. Length Brace 1- 2 0 -70 0.01 1 2 FL Standard 11.50 1- 3 0 -1826 0.36 1 2 FL Standard 32..13 3- 5 1346 0 0.68 1 2 FL Standard 32.13 4- 5 0 -128 0.02 1 2 FL Standard 11.50 5- 6 0 -1028 0.20 1 2 FL Standard 32.13 6- 7 141 0 0.07 1 2 FL Standard 11.50 8- 9 0 -125 0.02 L 2 FL Standard 11.50 9-12 274 0 0.14 1 2. FL Standard 30.73 11-12 0 -213 0.03 1 2 FL Standard 11.50 12-14 433 0 0.22 1 2 FL Standard 32.13 14-16 0 -856 0.17 1 2 FL Standard 32.13 15-16 0 -166 0.02 1 2 FL Standard 11.50 16-17 1370 0 0.70 1 2 FL Standard 32.13 17-19 0 -1829 0.36 1 2 FL Standard 32.13 18-19 0 -72 0.01 1 2 FL Standard 11.50 Node X -Loc Y -Loc Plate def1Y(L) def1Y(T) dxL dxT 0 0.00 8.92 W1.5X4 ---- ----- ---- ----- ---- ---- 1 0.23 8.06 W3X8 0.00 L/999 0.00 L/999 0.00 0.00 2 0.25 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 3 2.75 9.15 W3X8 ---- ----- ---- ----- ---- ---- 4 5.31 9.15 W1.5X4 --- ----- ---- ----- ---- ---- 5 5.31 8.06 W3X8 0.33 L/806 0.45 L/586 0.01 0.01 6 7.88 9.15 W3X4 ---- ----- ---- ----- ---- ---- 7 7.94 8.06 W1.5X4 0.43 L/611 0.60 L/444 0.02 0.02 8 9.56 8.06 W1.5X4 0.57 L/464 0.78.L/337 0.02 0.03 9 9.62 9.15 W2.5X4 ---- ---- ---- ----- ---- ---- 10 SI 10.12 9.15 W2.5X4 ---- ----- ---- ----- ---- ---- 11 12.06 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 12 12.06 8.06 W3X6 0.58 L/460 0.79 L/334 0.03 0.04 13 SI 14.50 8.06 HS2512 0.51 L/515 0.71 L/375 0.04 0.06 14 14.62 9.15 W2.5X4 ---- ----- ---- ----- ---- ---- 15 17.19 9.15 W1.SX4 ---- ---- ---- ----- ---- ---- 16 17.19 8.06 W3X8 0.38 L/689 0.53 L/500 0.05 0.07 17 19.75 9.15 W3X8 ---- ----- ---- ----- ---- ---- 18 22.25 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 19 22.27 8.06 W3X8 0.00 L/999 0.00 L/999 0.06 0.08 20 22.50 8.92 W1.5X4 ---- ----- ---- ----- ---- ---- [STD.AUTO.LOAD1[OC 16.0011DF 1.00](NM 11 67 PLF 0 0.1 to 67 a 22.4 (y=12.21[ 80%] 7 PLF ® 0.0 to 7 0 22.5 [y 5.01( 0%] U7 .ti I LL 07 Q W d a O O lD u C1 U) O O O 0 a O J O H a 0 H Cn U U F1�a(� Ln n N II 3 LO t` N II 3: O I 03 LO D V I N N N N [????71[ALPINE]IUBC CODE1(FF271[SMITH/WALK IN SMITH FLOORS FINAL] [TOLL 40.0][TCDL 10.0][BCDL 5.0][BCLL 0.01[DF 1.00][OC 16.01`[NM 11 (No Plywood] I� CO n [STD.AUTO.LOAD][OC 16.00][DF 1.00][NM 11 - Bearings=== [X-Loc](React][Size] .__.. 67 PLF 0 0.1 to 67 ® 22.4 (y=12.21[ 80%] [ 0.00][ 847];0.23] [22.27][ 929][0.23] 15 PLP 0 12.9 to 15 0 22.4 (y=12.211 80%] 7 PLF 0 0.0 to 7 ® 22.5 [y. 5.0]( 0%] EndPts MaxTen MaxComp AXL HND CSI GLC S Grade Length Pitch Brace 2- 3 0 -1 0.00 0.21 0.21 1 2 FL #1 30.00 0.00 ®24 +-------------.-.-.-_-_-_-_-_-_-_-_-.-_-_-.-_-_-_+. 3- 4 0 -3083 0.18 0.18 0.37 1 2 FL #1 30.75 0.00 024 NEED LEDGER NOTE - - 4- 6 0 -3083 0.18 0.22 0.40 1 2 PL #1 30.75 0.00 024 +-----------------------_-_-.-.-.- 6- 7 0 -4390 0.35 0.23 0.58 1 2 FL #1 27.00 0.00 ®24 '7- 9 0 -4390 0.25 0.15 0.40 1 2 FL #1 3.75 0.00 024 9-10 0 -4399 0.25 0.15 0.40 1 2 PL #1 19.50 0.00 024 10-13 0 -4392 0.35 0.38 0.73 1 2 FL #1 30.75 0.00 024 13-14 0 -3291 0.20 0.25 0.45 1 2 FL #1 30.75 0.00 024 14-16 0 -3291 0.21 0.23 0.44 1 2 FL #1 30.75 0.00 024 16-17 0 -1 0.00 0.25 0.25 1 2 FL #1 30.00 0.00 024 1- 5 1751 0 0.28 0.09 0.37 1 2 FL #16Bet. 61.00 0.00 ®72 5- 8 3944 0 0.63 0.08 0.71 1 2 FL #1&Bet. 60.75 0.00 072 8-11 4399 0 0.70 0.07 0.77 1 2 FL #1&Bet. 21.00 0.00 072 11-12 4115 0 0.65 0.13 0.78 1 2'FL #l&Bet. 28.50 0.00 ®72 12-15 4115 0 0.77 0.14 0.92 1 2 FL #1 32.25 0.00 072 15-18 1905 0 0.36 0.10 0.46 1 2 FL #1 61.00 0.00 ®72 0- 1 0 -7 0.00 0.03 0.03 1 2 FL Standard 10.61 -44.72 0- 2 2 -3 =-.Fictious Member.-. 2 FL Standard 4.07 11.00 -- 17-19 3 -4 =-.Fictious Member=-= 2 FL Standard 4.07 -11.00 -- 18-19 0 -8 0.00 0.03 0.03 1 2 FL Standard 10.61 44.72 EndPts MaxTen ZaxComp AXL GLC S Grade Length Brace 1- 2 0 -72 0.01 1 2 FL Standard 11.50 O m 1- 3 0 -1905 0.37 1 2 FL Standard 32.13 I O �i 3- 5 1446 0 0.73 1 2 FL Standard 32.13 X LOLmi N 4- 5 0 -164 0.02 1 2 FL Standard 11.50 a= 01 a Li fV N 5- 6 0 -935 0.18 1 2 FL Standard 32.13 CU Q1 6-'8 486 0 0.25 1 2 FL Standard 32.13 N 8- 9 0 -159 0.02 1 2 FL Standard 11.50 0 3 10-11 0 -114 0.02 1 2 FL Standard 11.50 lD CC 11-13 302 0 0.15 1 2 FL Standard 32.13 13-15 0 -895 0.17 1 2 F Standard 32.13 14-15 0 -197 0.03 1 2:FL Standard 11.50 15-16 1505 0 0.76 1 2 FL Standard 32.13 16-18 0 -2072 0.40 1 2 PL Standard 32.13 v 17-18 0 -87' 0.01 1 2 FL Standard 11.50 Node X -Loc Y -Loc Plate def1Y(L) def1Y(T) dxL dxT 0 O.00 8.92 W1.5X4 ---- ----- ---- ----- ---- ---- Ln 1 0.23 8.06 W3X8 0.00 L/999 0.00 L/999 0.00 0.00 m/Cu 2 0.28 9.15 W1.5X4 3 2.78 9.15 W3XB ---- ----- ---- ----- ---- ---- LL OJ 4 5.31 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- Q 5 5.3- 8.06 W3X10 0.38 L/704 0.51 L/515 0.01 0.01 y_ 6 7.89 9.15 W2.5X4 ---- ----- ---- ----- ---- ---- CuO Cu 7 SI 10.12 9.15 W3X4 ---- ----- ---- ----- ---- ---- In 8 10.33 8.06 W2.5X4 0.55 L/480 0.75 L/351 0.03 0.04 N 9 10.44 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- .� 10 12. Ori 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- a 01 11 12.12 8.06 W2.5X4 0.58 L/460 0.79 L/337 0.03 0.05 n 12 SI 14.53 8.06 KS2512 0.55 L/485 0.75 L/355 0.04 0.06 O O 13 14.62 9.15 W2.5X4 ---- ----- ---- ----- ---- ---- lD 14 17.1.9 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 15 17.19 8.06 W3X10 0.40 L/660 0.55 L/483 0.05 0.07 u 16 19.75 9.15 W3X8---- ----- ---- ----- ---- ---- Ln 17 22.25 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- ` 18 22.27 8.06 W3X8 0.00 L/999 0.00 L/999 0.06 0.09 O 19 22.50 8.92 W1.5X4 ---- ----- ---- ----- ---- ---- O I� CO n [???7?1[ALPINE]I3BC CODE] EFF281[SMITH/WALK IN SMITH: FLOORS FINAL] [TCLL 40.011TCDL 10.01[BCDL 5.0][BCLL 0.01[DF 1.001[OC 12.01[NM 11 to =====Bearings-= [X-Loc][React][Size] ____. ( 0.001[ 6391.-0.233 (22.2711 720] [0.231 EndPts MaxTen MaxComp AXL BND CSI GLC S Grade 2- 3 0 -1 0.00 0.15 0.15 1 2 FL #1 3- 4 0 -2332 0.10 0.13 0.23 1 2 FL #1 4- 6 0 -2332 0.10 0.16 0.26 1 2 FL #1 6- 9 0 -3339 0.20 0.15 0.35 1 2 FL #1 9-11 0 -3346 0.14 0.13 0.26 1 2 FL #1 11-12 0 -1850 0.04 0.05 0.10 1 2 FL #1. 11-12 0 -1850 0.04 0.77 0.81 1 2 FL #1 12-13 0 -3691 0.17 0.77 0.94 1 2 FL #1 13-15 0 -3691 0.17 0.33 0.50 1 2 FL #1 15-16 0 -2441 0.09 0.17 0.26 1 2 FL #1 16-18 0 -2441 0.09 0.11 0.20 1 2 FL #1 18-19 0 -1 0.00 0.13 0.13 1 2 FL #1 1- 5 1323 0 0.25 0.08 0.33 1 2 FL #1 5- 7 2989 0 0.56 0.06 0.62 1 2 FL #1 7- 8 2989 0 0.56 0.06 0.62 1 2 FL #1 8-10 3346 0 0.63 0.12 0.75 1 2 FL #1 10-14 3347 0 0.63 0.12 . 0.75 1 2 FL #1 14-17 3174 0 0.60 0.10 0.70 1 2 FL #1 17-20 1364 0 0.26 0.06 0.31 1 2 FL #1 0- 2 2 -2 -Factious Member=-= 2 FL Standard 19-21 2 -1 =-=Fictious Member- 2 FL Standard [STD.AUTO.LOAD][OC 12.00][DF 1.00][NM 11 50 PLP 0 0.1 to 50 0 22.4 [y=12.21[ 80%] 15 PLF ® 13.4 to 15 ® 22.4 [y=12.21[ 80%] 5 PLF ® 0.0 to 5 ® 22.5 [y= 5.01[ '0%] Length Pitch Brace 30.00 0.00 Plywd 30.75 0.00 Plywd 30.75 0.00 Plywd 30.75 0.00 Plywd 20.25 0.00 Plywd 15.32 -1.18 Plywd 15.32 -1.18 Plywd 8.00 0.00 Plywd 24.75 0.00 Plywd 24.75 0.00 Plywd 24.75 0.00 Plywd 24.00 0.00 Plywd 61.00 0.00 072 32.25 0.00 ®72 IF )( 28.50 0.00 072 CJ 20.25 0.00 ®72 24.00 0.00 ®72 49.50 0.00 072 49.00 0.00 ®72 4.07 11.00 -- 3.25 -5.00 -- EndPts MaxTen 24axComp AXL GLC S Grade Length Brace 0- 1 0 -5 0.02 1 2 FL Standard 9.50 1- 2 0 -54 0.01 1 2 FL Standard 11.50 1- 3 0 -1439 0.28 1 2 FL Standard 32.13 3- 5 1096 0 0.56 1 2 FL Standard 32.13 4- 5 0 -124 0.02 1 2 FL Standard 11.50 5- 6. 0 -713 0.14 1 2 FL Standard 32.13 6- 8 383 0 0.19 1 2 FL Standard 32.13 8- 9 0 -117 0.02 1 2 FL Standard 11.50 10-11 0 -13 0.00 1 2 FL Standard 11.50 11-14 394 0 0.20 1 2 FL Standard 24.62 13-14 0 -416 0.06 1 2 FL Standard 10.00 14-15 570 0 0.29 1 2 FL Standard 26.00 15-17 0 -809 0.13 1 2 FL Standard 26.00 16-17 0 -136 0.02 1 2 FL Standard 10.00 17-18 1188 0 0.60 1 2 FL Standard 26.00 18-20 0 -1508 0.25 1 2 FL Standard 26.00 19-20 0 -58 0.01 1 2 FL Standard 10.00 20-21 0 -6 0.02 1 2 FL Standard 9.50 Node X-Ioc Y -Loc Plate def1Y(L) def1Y(T) dxL dxT 0 0.00 8.92 W1.5X4 ---- ----- ---- ----- ---- ---- 1 0.23 8.06 W3X6 0.00 L/999 0.00 L/999 0.00 0.00 2 0:25 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 3 2.75 9.15 W3X6 ---- ----- ---- ----- ---- ---- 4 5.31 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 5 5.31. 8.06 W3X8 0.30 L/888 0.41 L/651 0.01 0.01 6 7 88 9.15 W2.5X4 ---- ----- ---- ----- ---- ---- 7 SI 8.00 8.06 HS2512 0.39 L/671 0.54 L/493 0.01 0.02 8 10.38 8.06 W2.5X4 0.44 L/599 0.60 L/439 0.02 0.03 9 10.44 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 10 12-06 8.06 W1.5X4 0.47 L/560 0.64 L/411 0.03 0.04 11 12.12. 9.15 W4X6 ---- ----- ---- ----- ---7 ---- 12 13.40 9.02 W3X4 ---- ----- ---- ----- ---- ---- 13 14.06 9.02 W1.5X4 ---- ----- ---- ----- ---- ---- 14 14.06 8.06 W3X6 0.46 L/573 0.63 L/421 0.03 0.05 15 1E.12 9.02 W2.5X4 ---- ----- ---- ----- ---- ---- 16 18.19 9.02 W1.SX4 ---- ----- ---- ----- ---- ---- 17 18.19 8.06 W3X8 0.29 L/921 0.39 L/676 0.05 0.06 18 21.25 9.02 W3X6 ---- --------------- ---- ---- 19 21.25'. 9.02 W1.SX4 ---- ----- ---- ----- ---- 20 22.27 8.06 W3X6 0.00 L/999 0.00 L/999 0.05 0.07 21 .22.50 8.92 W1.5X4 ---- ----- ---- ----- ----° ---- J Ln I LL CD Q In a) a O O Cll u Q. O O L� O O Q O J O H Q O I— in Ln n N II 3 [?????1[ALPINS1iUBC CODB][FF29][SMITH/WALK IN SMITH FLOORS FINAL] [TOLL 40.0)[TCDL 10.0][BCDL 5.0][BOLL O.Dj [DF 1.001 (OC 16.01 [NM 11 [No Plywood] _ N [STD.AUTO.LOAD][OC 24.00)[DF 1.00)[NM 11 ' =====Bearings=== [X-Loc][React)[Size] a=e=e 100 PLF ® 0.1 to 100 0 19.6 [y=12.21[ 80%] [ 0.00][ 1049][0.231 [19.041[ 1087110.231 10 PLF ® 0.0 to 10 ® 19.3 [y= 5.0][ 0%) EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace e = e = = m e e e e fl e n = = n = e 2- 3 0 -1 0.00 0.28 0.28 1 2 FL #1 30.00 0.00 024 3- 4 0 -3578 0.25 0.26 0.51 1 2 FL #1 30.75 0.00 024 4- 6 0 -3578 0.17 0.34 0.51 1 2 FL #1 30.75 0.00 024 6- 8 0 -4430 0.26 0.34 0.60 1 2 FL #1 20.25 0.00 024 8-10 0 -4426 0.29 0.32 0.61 1 2 FL #1 21.94 0.00 024 10-11 0 -3610 0.24 0.28 0.52 1 2 FL #1 30.75 0.00 ®24 11-13 0 -3610 0.25 0.23 0.48 1 2 FL #1 30.75 0.00 024 13-15 9 0 0.00 0.28 0.29 1 2 FL #1 31.50 0.00 ®24 15-16 0 0 0.00 0.04 0.04 1 2 FL #1 5.00 0.00 024 1- 5 2112 0 0.34 0.13 0.46 1 2 FL #1&Bet. 61.00 0.00 072 5- 7 4426 0 0.70 0.08 0.78 1 2 FL #1&Bet. 31.50 0.00 ®72 7- 9 4430 0 0.70 0.15 0.85 1 2 FL #1&Bet. 20.25 0.00 072 9-12 4352 0 0.69 0.17 0.86 1 2 FL #1&Bet. 51.94 0.00 ®72 12-14 2141 0 0.34 0.10 0.44 1 2 FL #1&Bet. 61.50 0.00 072 14-17 0- 1 0 0 0 0.00 0.00 0.00 1 2 FL #1&Bet. -10 0.00 0.03 0.03 1 2 FL Standard 5.75 10.61 0.00 -44.72 072 0- 2 4 -5 =-eFictious Member= -m 2 PL Standard 4.07 11.00 -- EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 1- 2 0 -106 0.01 1 2 FL Standard 11.50 1- 3 0 -2298 0.45 1 2 FL Standard 32.13 3- 5 1592 0 0.81, 1 2 FL Standard 32.13 4- 5 0 -230 0.03 1 2 FL Standard 11.50 5- 6 0 -921 0.18 1 2 FL Standard 32.13 6- 7 62 0 0.03 1 2 FL Standard 11.50 8- 9 0 -61 0.01 1 2 FL Standard 11.50 9-10 87 0 0.04 1 2 FL Standard 24.11 10-12 0 -805 0.16 1 2 FL Standard 32.13 11-12 0 -245 0.03 1 2 FL Standard 11.50 12-13Cn 1595 0 0.81 1. 2 FL Standard 32.13 LO r\ I I 13-14 0 .-2334 0.45 1 2 FL Standard 32.13 14-15 0 -77 0.01 1 2 FL Standard 11.50 O O ^ = O I Q7 14-15 0 -77 0.01 1 2 FL Standard 11.50 n Ln CO n O Node X -Loc Y -Loc Plate def1Y(L) def1Y(T) dxL dxT ~ N II 0 0.00 8.92 W1.5X4 ---- ----- ---- ---- II 3 1 0.23 8.06 W3X8 0.00 L/999 0.00 L/999 0.00 0.00 2 0.25 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- _ 3 2.75 9.15 W3X10 ---- ----- ---- ----- ---- ---- 4 5.31 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- ~ 5 5.31 8.06 W3X10 0.34 L/690 0.47 L/502 0.01 0.02 6 7.88 9.15 W3X4 ---- ----- ---- ----- ---- ---- LL ~ 7 7.94 8.06 W1.5X4 0.42 L/533 0.58 L/388 0.02 0.03 Q 8 9.56 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- u_ ' 9 9.62 8.06 W2.5X4 0.49 L/460 0.68 L/335 0.03 0.04 .� 10 11.39 9.15 W2.5X4 ---- ----- ---- ----- ---- ---- N 11 13.95 9'.15 W1.5X4 ---- ----- ---- ----- ---- ---- O 12 13.95 8.06 W3X10 0.38 L/599 0.52 L/436 0.04 0.06 . ~ 13 16.52 9.15 W3X10 ---- ----- ---- ----- ---- ---- d 3.4 19.08 8.06 W3X8 0.00 L/999 0.00 L/999 0.06 0.08 O 15 19.14 9.15 W2X4 ---- ----- ---- ----- ---- ---- O CO 15 19.56 9.15 ---- ----- ---- ------ ---- ---- v 17 19.56 8.06 ---- ----- ---- ----- ---- ---- N u a LO U) 0 0 LL v 0 _ N [?????] [ALPINE] [UBC CODE) [PP301 [SMITH/WALK IN SMITH FLOORS FINAL] (TOLL 40.01[TCDL 10.0)[BCDL 5.01(BCLL O.OJ [DF 1.00](OC 24.0][NM 11 (No Plywood) EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 1- 2 0 -108 0.02 1 2 FL Standard 11.50 2- 3 [STD.AUTO.LOAD][OC 24.00](DF 1.00][NM 11 =====Bearings=== [X-Loc][React][Size]__ 3- 5 1911 0 0.97 1 2 FL Standard 32.13 100 PLP 0 0.1 to 100 ® 21.3 [y=12.21[ 80%] [ 0.00][ 1168][0.46] [21.001( 11681[0.46] 5- 7 0 10 PLF 0 0.0 to 10 ® 21.5 [ym'5.01[ 0%) EndPts MaxTen MaxComp AXL END CSI GLC S Grade Length Pitch Brace 0 1- 3 1 0 0.00 0.22 0.22 1 2 FL #1&Bet. 30.00 0.00 ®24 382 3- 4 0 -4124 0.30 0.20 0.50 1 2 FL #1&Bet. 30.75 0.00 ®24 0 4- 7 0 -4124 0.28 0.31 0.59 1 2 PL #1&Bet. 30.75 0.00 024 0 7- 9 0 -5521 0.37 0.18 0.55 1 2 FL #1&Bet. 18.25 0.00 024 X -Loc 9-10 0 -5533 0.37 0.18 0.55 1 2 FL #1&Bet. 19.50 0.00 024 9.15 W2X4 ---- ----- ---- 10-12 0 -5524 0.51 0.42 0.93 1 2 FL #1&Bet. 13.25 0.00 024 9.15 W3X14 •--'-- ----- ---- 12-13 0 -5524 0.51 0.42 0.93 1 2 FL #1&Bet. 17.50 0.00 424 9.15 W1.5X4---------- ---- 13-14 0 -4128 0.30 0.23 0.53 1 2 FL #1&Bet. 30.75 0.00 024 8.06 HS2514 0.55 L/460 0.75 14-16 0 -4128 0.30 0.22 0.53 1 2 FL #1&Bet. 30.75 0.00 024 8.06 W2.5X4 0.61 L/414 0.84 16-17 1 0 0.00 0.23 0.23 1 2 FL #l&Bet. 30.00 0.00 ®24 9.15 W1.5X4 ---- ----- ---- 2- 5 2364 0 0.38 0.12 0.50 1 2 FL #1&Bet. 60.75 0.00 072 5- 6 5163 0 0.82 0.06 0'.87 1 2 FL #1&Bet. 25.75 0.00 072 9.15 W3X6 ---- ----- ---- 6- 8 5163 0 0.82 0.05 0.87 1 2 FL #1&Bet. 22.50 0.00 072 �% 8-11 5533 0 0.88 0.10 0.98 1 2 FL #1&Bet. 21.00 0.00 072 J O 11-15 5174 0 0.82 0.16 0.98 1 2 FL #1&Bet. 60.75 0.00 072 8.92 W1.5X4 ---- ----- ---- 15-18 2372 0 0.38 0.10 0.48 1 2 FL #1&Bet. 60.75 0.00 ®72 0- 2 0 -10 0.00 0.03 0.03 1 2 FL Standard 10.68 -41.00 r 0- 1 4 -4 = Fictious Member=-= 2 PL Standard 4.07 11.00 -- O 17-19 4 -4 =-=Pictious Member=-= 2 FL Standard 4.07 -11.00 -- 18-19 0 -10 0.00 0.03 0.03 1 2 FL Standard 10.68 41.00 EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 1- 2 0 -108 0.02 1 2 FL Standard 11.50 2- 3 0 -2577 0.50 1 2 FL Standard 32.13 3- 5 1911 0 0.97 1 2 FL Standard 32.13 4- 5 0 -261 0.04 1 2 FL Standard 11.50 5- 7 0 -1128 0.22 1 2 FL Standard 32.13 7- 8 446 0 0.23 1 2 FL Standard 20.94 8- 9 0 -214 0.03 1 2 FL Standard 11.50 10-11 0 -147 0.02 1 2 FL Standard 11.50 11-13 382 0 0.19 1 2 FL Standard 32.13 13-15 0 -1135 0.22 1 2 FL Standard 32.13 14-15 0 -239 0.03 1 2 FL Standard 11.50 15-16 1907 0 0.97 1 2 FL Standard 32.13 16-18 0 -2586 0.50 1 2 FL Standard 32.13 17-18 0 -107 0.02 1 2 FL Standard 11.50 Node X -Loc Y -Loc Plate deflY(L) deflY(T) dxL dxT 0 0.00 8.92 W1.5X4 ---- ----- ---- ----- ---- ---- Ln 1 0.25 9.15 W2X4 ---- ----- ---- ----- ---- ---- 2 0.25 8.06 W3X10 0.00 L/999 0.00 L/999 0.00 0.00 11' 3 2.75 9.15 W3X14 •--'-- ----- ---- ----- ---- ---- LL 4 5.31 9.15 W1.5X4---------- ---- ----- ---- ---- Q 5 5.31 8.06 W3X14 0.45 L/565 0.61 L/410 0.01 0.02 6 SI 7.46 8.06 HS2514 0.55 L/460 0.75 L/334 0.02 0.03 �+ 7 7.88 9.15 W3X6 ---- ----- ---- ----- ---- ---- In 8 9.33 8.06 W2.5X4 0.61 L/414 0.84 L/301 0.03 0.04 9 9.40 9.15 W1.5X4 . ---- ----- ---- ----- ---- ---- .. 10 11.02 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- d 11 11.08 8.06 W2.5X4 0.66 L/381 0.91 L/276 0.04 0.05 12 SI 12.12 9.15 W3X6----•----- ---- ----- ---- ---- O 13 13.58 9.15 W3X6 ---- ----- ---- ----- ---- ---- Q 14 16.15 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- N 15 16.15 8.06 W3X14 0.47 L/540 0.64 L/392 0.06 0.09 U 16 18.71 9.15 W3X14 ---- ----- ---- ----- ---- ---- (n 17 21.21 9.15 W2X4 ---- ----- ---- ----- ---- ---- 18 21.21 8.06 W3X10 0.00 L/999 0.00 L/999 0.07 0.10 O 19 21.46 8.92 W1.5X4 ---- ----- ---- ----- ---- ---- O LL O 0 r a O J O H N n coo I I Ln N Cu U') ^ 6•I I O 0 [?????][ALPINB]IUBC CODRI[FF311[SMITH/WALK IN SMITH FLOORS FINAL] (TOLL 40.0](TCDL 10.0][BCDL 5.0][BCLL 0.RJ[DF 1.00][0C 16.0][NM 11 [No Plywood] =====Bearings°== [X-Loc][React][Size] =e.=e ( 0.00][ 1087;[0.23] [19.721[ 1125][0.23] [STD.AOTO.LOAD][OC 24.00][DF 1.00][NM 11 100 PLF ® 0.1 to 100 0 20.2 [y=12.21[ 80%) 10 PLF 0 0.0 to 10 0 20.0 [ye 5.0][ 0%] EndPts MaxTen :daxComp NCI. BND CSI GLC S Grade Length Pitch Brace 2- 3 0 -1 0.00 0.28 0.28 1 2 FL #1 30.00 0.00 ®24 3- 4 0 -3747 0.27 0.28 0.55 1 2 FL #1 30.75 0.00 024 4- 6 0 -3747 0.25 0.16 0.42 1 2 FL #1 9.75 0.00 ®24 6- 7 0 -3747 0.18 0.45 0.63 1 2 FL #1 21.00 0.00 024 7- 9 0 -4741 0.29 0.45 0.74 1 2 FL #1 20.25 0.00 024 9-11 0 -4736 0.40 0.59 0.99 1 2 FL #1 30.19 0.00 024 11-13 0 -3789 0.27 0.25 0.52 1 2 FL #1 30.75 0.00 024 13-15 0 -3789 0.27 0.25 0.52 1 2 FL #1 30.75 0.00 ®24 15-17 9 0 0.00 0.29 0.29 1 2 FL #1 31.50 0.00 024 17-18 0. 0 0.00 0.04 0.04 1 2 FL #1 5.00 0.00 024 1- 5 2199 0 0.35 0.13 0.48 1 2 FL #1&Bet. 61.00 0.00 ®72 5- 8 4735 0 0.75 0.18 0.93 1 2 FL #1&Bet. 31.50 0.00 072 8-10 4741 0 0.75 0.20 0.95 1 2 FL #1&Bet. 20.25 0.00 ®72 10-12 4632 0 0.74 0.22 0.96 1 2 FL #1&Bet. 31.44 0.00 072 12-14 4632 0 0.74 0.17 0.91 1 2 FL #1&Bet. 28.75 0.00 072 14-16 2234 0 0.35 0.09 0.45 1 2 FL #1&Bet. 61.50 0.00 ®72 16-19 0 0 0.00 0.00 0.00 1 2. FL #1&Bet. 5.75 0.00 072 0- 1 0 -10 0.00 0.03 0.03 1 2 FL Standard 10.61 -44.72 0- 2 4 -5 a Fictious Members-° 2 FL Standard 4.07 11.00 -- EndPts MaxTen MaxComp NCL GLC S Grade Length Brace 1- 2 0 -106 0.01 1 2 FL Standard 11.50 1- 3 0 -2392 0.47 1 2 FL Standard 32.13 3- 5 1680 0 0.85 1 2 FL Standard 32.13 4- 5 0 -216 0.03 1 2 FL Standard 11.50 5- 7 0 -1073 0.21 1 2 FL Standard 32.13 7- 8 95 0 0.05 1 2 FL Standard 11.50 9-10 0 -82 0.01 1 2 FL Standard 11.50 10-11 114 0 0.06 1 2 FL Standard 31.60 11-14 0 -914 0.18 1 2 FL Standard 32.13 13-14 0 -232 0.03 1 2 FL Standard 11.50 14-15 1689 0 0.86 1 2 FL Standard 32.13 15-16 0 -2435 0.47 1 2 FL Standard 32.13 16-17 0 -77 0.01 1 2 FL Standard 11.50 16-17 01 -77 0.01 1 2 FL Standard 11.50 Node X -Lac Y -Loc Plate def1Y(L) deflY(T) dxL dxT 0 0.,00 8.92 W1.SX4 ---- ----- ---- ----- ---- ---- _ 1 0-23 8.06 W3X8 0.00 L/999 0.00 L/999 0.00 0.00 Ln 2 0:25 9.15 W1.5X4 ---- ----- ---- ----- ---- --- 3 2.75 9.15 W3X10 ---- ----- ---- ----- ---- ---- 4 5.31 9.15 W1.5X4 ---- ----- ---- ----- --- ----- LL 5 5..31 8.06 W3X10 0.36 L/668 0.50 L/486 0.01 0.02 Q 6 SI 6 12 9.15 W2.5X4 ---- ----- ---- ----- ---- ---- 7 7.88 9.15 W3X4 ---- ----- ---- ----- ---- ---- ^ 8 7.94 8.06 W1.5X4 0.46 L/510 0.63 L/371 0.02 0.03 to 9 9.56 9.15 W1.SX4 ---- ----- ---- ----- ---- ---- N 10 9.62 8.06 W2.5X4 0.57 L/411 0.78 L/299 0.03 0.04 .+ 11 12.08 9.15 W2.5X4 ---- ----- ---- ----- ---- ---- CL 12 SI 12.24 8.06 HS2512 0.58 L/404 0.80 L/294 0.04 0.06 O 13 14.64 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- O 14 14.64 8.06 W3X10 0.42 L/556 0.58 L/405 0.05 0.07 R 15 17.20 9.15 W3X10 ---- ----- ---- ----- --- ---- CU 16 15.77 8.06 W3X8 0.00 L/999 0.00 L/999 0.06 0.08 u 17 15.83 9.15 W2X4 ---- ----- ---- ----- ---- ---- (n 18 2C.24 9.15 ---- ----- ---- ----- ---- ---- 19 20.24 8.06 ---- ----- ---- ---- O O LL O O Q O J O H Q 0 O In O3 01 In 1 I .ACU � I O In .. 10 ' CD Cu Cu u 3 d7 n N 11 O 0] 1 O I I 1 O O [?????][ALPIVEJ(UBC CODE] [FF32][SMITH/WALK IN SMITH FLOORS FINAL] (TOLL 40.0](TCDD 10.0][BCDL 5.0][BOLL 0.01y[DF 1.00110C 16.0][NM 13 (No Plywood] (STD.AOTO.LOAD1[OC 24.00][DF 1.00][NM 11 - =====Bearings=== (X-Loc][React][Size] ..... 100 PLP ® 0.1 to 100 0 18.2 [y=12.21[ 80%] [ 0.001( 9771 [.0.231 (17.721( 1015110.231 10 PLF ® 0.0 to 10 ® 18.0 [y= 5.0][ 0%] EndPts MaxTen MaxComp AXL END CSI GLC S Grade Length Pitch Brace 2- 3 0 -1 0.00 0.27 0.27 1 2 FL #1 30.00 0.00 024 3- 4 0 •3253 0.20 0.22 0.43 1 2 FL #1 30.75 0.00 ®24 4- 6 0 -3253 0.19 0.28 0.47 1 2 FL #1 30.75 0.00 024 6- 8 0 •-3858 0.19 0.17 0.37 1 2 FL #1 20.25 0.00 ®24 8-10 0 -3857 0.19 0.13 0.33 1 2 FL #1 6.19 0.00 024 10-11 0 -3267 0.18 0.29 0.47 1 2 FL #1 30.75 0.00 024 11-13 0 -3267 0.14 0.28 0.42 1 2 FL #1 30.75 0.00 024 13-15 9 0 0.00 0.28 0.28 1 2 FL #1 31.50 0.00 ®24 15-16 0 0 0.00 0.04 0.04 1 2 PL #1 5.00 0.00 ®24 1- 5 1945 0 0.37 0.14 0.50 1 2 FL #1 61.00 0.00 072 5- 7 3857 0 0.73 0.06 0.78 1 2 FL #1 31.50 0.00 ®72 7- 9 3858 0 0.73 0.08 0.81 1 2 FL #1 20.25 0.00 072 9-12 3847 0 0.72 0.09 0.81 1 2 FL #1 36.19 0.00 ®72 12-14 1967 0 0.37 0.14 0.51 1 2 FL #1 61.50 0.00 ®72 14-17 0 0 0.00 0.00 0.00 1 2 FL #1 5.75 0.00 072 0- 1 0 -10 0.00 0.03 0.03 1 2 FL Standard 10.61 -44.72 0- -2 4 -5 =-=Fictious Member=-= 2 FL Standard 4.07 11.00 -- EndPts MaxTen :daxComp AXL GLC S Grade Length Brace 1- 2 0 -107 0.01 1 2 FL Standard 11.50 1- 3 0 -2116 0.41 1. 2 FL Standard 32.13 3- 5 1420 0 0.72 1 2 FL Standard 32.13 4- 5 0 -251 0.04 1 2 FL Standard 11.50 5- 6 0 -655 0.13 1 2 FL Standard 32.13 6- 7 18 0 0.01 1 2.FL Standard 11.50 8- 9 0 -14 0.00 1 2 FL Standard 11.50 9-10 28 0 0.01 1 2 FL Standard 12.72 10-12 0 -630 0.12 1 2 FL Standard 32.13 11-12 0 -254 0.04 1. 2 FL Standard 11.50 12-13 1412 0 0.72 1 2 FL Standard 32.13 13-14 0 -2145 0.42 1 2 FL Standard 32.13 tt7 14-15 0 -77 0.01 1 2 FL Standard 11.50 1 I 14-15 0 •=77 0.01 1 2 FL St-dard 11.50 LO fU g O 1 00 Node X-Lc•c Y -Loc Plate def1Y(L) def1Y(T) dxL dxT .+ = to U7 - '- 0 0.00 8.92 W1.5X4 ---- ----- ---- ----- ---- ---- '+ O 1. 0.:.3. 8.06 W3X8 0.00 L/999 0.00 L/999 0.00 0.00 CU 2 0.__5 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- II 3 3 2.15 9.15 W3X8 ---- ----- ---- ----- ---- ---- Lr)r, m Q 4 5.31 9.15 W1.SX4 ---- ----- ---- ----- ---- ---- ., 5 5:31 8.06 W3X8 0.30 L/728 0.41 L/530 0.01 0.02 11 6 7.38 9.15 W3X4 ---- ----- ---- ----- ---- ---- U CO 7 7.94 8.06 W1.5X4 0.37 L/576 0.50 L/419 0.02 0.03 y 8 9.56 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 9 9.62 8.06 W3X4 0.37 L/561 0.52 L/409 0.03 0.04 ^ r+ 10 10.08 9.15 W3X4 ---- ----- ---- ----- ---- ---- (A 11 12.64 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 12 12.64 8.06 W3X8 0.31 L/684 0.42 L/498 0.04 0.05 .. a 13 15 20 9.15 W3X8 ---- ----- ---- ----- ---- ---- 14 17.77 8.06 W3X8 0.00 L/999 0.00 L/999 0.05 0.06 O 15 17.83 9.15 W2X4 ---- ----- ---- ----- ---- ---- O 00 16 18.24 9.15 ---- ----- ---- ----- ---- ---- Q 17 18.24 8.06 ---- ----- ---- ----- ---- ---- CU [?????][ALPINE] RMC CODE] EPP331 [SMITH/WALK IN SMITH FLOORS FINAL] (TCLL 40.0][TCDL 10.0)[BCDL S.0)(BCLL 0.0h(DP 1.00][OC 16.0][NM 11 (No Plywood) [STD.AUTO.LOAD][OC 16.00)[DF 1.00](NM 11 =====Bearings=== [X-Loc][React](Size] .._.. 67 PLP 0 0.1 to 67 ® 17.3 [y=12.21[ 80%] [ 0.00)[ 761J[C.23] [17.231( 7611[0.23] 15 PLF 0 0.1 to 15 0 17.3 [y=12.211 80%] 7 PLP 0 0.0 to 7 0 17.5 [y- 5.0]( 0%] EndPts MaxTen MaxComp AXL END CSI GLC S Grade Length Pitch Brace =------------------------- ----_-_- -�-_-_ -_ 2- 3 0 -1 0.00 0.25 0.25 1 2 FL #1 30.00 0.00 024 +-=-=-e-=-=-_-_-_-_- _-�- _- •-m-�-=-_+ . 3- 4 0 -2504 0.08 0.25 0.33 1 2 FL #1 30.75 0.00 024 NEED LEDGER NOTE - - 4- 6 0 -2504 0.11 0.26 0.38 1 2 FL #1 30.75 0.00 024 +---------------------------------=-=-e-=-=-_-_-_+ 6- 9 0 -2924 0.11 0.12 0.24 1 2 FL #1 21.00 0.00 ®24 9-10 0 -2503 0.11 0.25 0.36 1 2 FL #1 30.25 0.00 024 10-12 0 -2503 0.08 0.25 0.34 1 2 FL #1 30.75 0.00 024 12-13 0 -1 0.00 0.25 0.25 1 2 FL #1 30.00 0.00 024 1- 5 1511 0 0.28 0.11 0.39 1 2 FL #1 61.00 0.00 072 5- 7 2924 0 0.55 0.07 0.62 1 2 FL #1 31.50 0.00 ®72 7- 8 2924 0 0.55 0.07 0.62 1 2 FL #1 19.50 0.00 072 8-11 2924 0 0.55 0.06 0.61 1 2 FL #1 31.00 0.00 072 11-14 1512 0 0.28 0.11 0.39 1 2 FL #1 61.00 0.00 ®72 0- 1 0 -8 0.00 0.03 0.03 1 2 FL Standard 10.61 -44.72 0- 2 3 -4 =-=Fictious Member=-■ 2 FL Standard 4.07 11.00 -- 13-15 3 -4 =-=Pictious Member=-= 2 FL Standard 4.07 -11.00 -- 14-15 0 -8 0.00 0.03 0.03 1 2 FL Standard 10.61 44.72 EndPts MaxTeu MaxComp AXL GLC S Grade Length Brace 1- 2 0 -88 0.01 1 2 FL Standard 11.50 1- 3 0 -1644 0.32 1 2 FL Standard 32.13 3- 5 1078 0 0.55 1 2 FL Standard 32.13 4- 5 0 -210 0.03 1 2 FL Standard 11.50 5- 6 0 -455 0.09 1 2 FL Standard 32.13 6- 7 7 0 0.00 1 2 FL Standard 11.50 8- 9 10 0 0.01 1 2 FL Standard 11.50 9-11 0 -458 0.09 1 2 FL Standard 31.66 10-11 0 -207 0.03 1 2 FL Standard 11.50 11-12 1076 0 0.55 1 2 FL Standard 32.13 12-14 0 -1644 0.32 1 2 FL Standard 32.13 13-14 0 -87 0.01 1 2 FL Standard 11.50 Node X -Loc. Y -Loc Plate deflY(L) deflY(T) dxL dxT 0 0.00. 8.92 W1.SX4 ---- ----- .---- ----- ---- ---- 1 0.21 8.06 W3X6 0.00 L/999 0.00 L/999 0.00 0.00 2 2 2 0.29 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- J .J 3 2.73 9.15 W3X6 ---- ----- ---- ----- ---- ---- 4 5.3L 9.15 W1.SX4 --- ----- ---- ----- ---- ---- 5 5.31 8.06 W3X8 0.23 L/893 0.31 L/660 0.01 0.01 6 7.88 9.15 W3X4 ---- ----- --- ----- ---- ---- 7 7.94 8.06 W1.SX4 0.27 L/745 0.37 L/550 0.02 0.02 8 9:56 8.06 W1.SX4 0.27 L/749 0.37 L/553 0.02 0.03 9 9.62 9.15 W3X4 ---- --- ---- ----- ---- ---- 10 12.3.5 9.15 W1.SX4 ---- ----- ---- ----- ---- ---- 11 12.15 8.06 W3X8 0.23 L/896 0.31 L/662 0.03 0.04 12 14.-1 9.15 W3X6 ---- ----- ---- ----- ---- 13 17.31 9.15 W1.SX4 ---- ----- ---- ----- ---- ---- 14 17.33 8.06 W3X6 0.00 L/999 0.00 L/999 0.04 0.05 15 17.36 8.92 W1.SK4 ---- ----- ---- ----- ---- (STD.AJJT0.L0AD] [OF 1.00] [SPC 16.00] [Plies 11 [RBF=1.15] N4 R= 761# W=2.75 M W=2.75" Z 6' 0-0-0 0-1-8 [?????](ALPINE](7BC CODE] EFF341 [SMITH/WALK IN SMITH FLOORS FINAL] [TCLL 40.0] [TCD: 25.03[BCDL 5.0] [BOLL 0.0hEDF 1.001 [OC 16.0] [NM 11 [No Plywood] [STD.AUT0.L0AD] [DF 1.00] [Spc 16.00] (Plies 11(RBF=1.15] R= 81'5# R= 815# W=2.75" w=2.75" Z.. 6 J 6 0-0-0 1715-8 [STD.AUTO.LOAD1[OC 16.00][DF 1.001[NK 11 =====Bearings.-- [X-Loc][React][Size] --.-. 87 PLF 0 0.0 to 87 ® 17.5 [y-12.11( 62%] [ 0.00][ 815][0.231 [17.231[ 815][0.23] 7 PLF ® 0.0 to 7 ® 17.5 (y- 5.0][ 0%] EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace 2- 3 1 0 0.00 0.22 0.22 1 2 FL #1 30.00 0.00 ®24 3- 4 0 =2983 0.17 0.20 0.37 1 2 FL #1 30.75 0.00 024 4- 6 0 -:2983 0.16 0.27 0.43 1 2 FL #1 30.75 0.00 ®24 6- 9 0 -3485 0.16 0.10 0.26 1 2 FL #1 21.00 0.00 024 9-10 0 -2981 0.16 0.26 0.42 1 2 FL #1 30.25 0.00 ®24 10-12 0 -2981 0.17 0.20 0.37 1 2 FL #1 30.75 0.00 024 12-13 1 0 0.00 0.22 0.22 1 2 FL #1 30.00 0.00 024 1- 5 1801 0 0.34 0.10 0.44 1 2 FL #1 61.00 0.00 072 5- 7 3485 0 0.66 0.08 0.73 1 2 FL #1 31.50 0.00 072 7- 8 3485 0 0.66 0.08 0.74 1 2 FL #1 19.50 0.00 ®72 8-11 3484 0 0.66 0.07 0.72 1 2 FL #1 31.00 0.00 ®72 11-14 1801 0 0.34 0.10 0.44 1 2 FL #1 61.00 0.00 ®72 0- 1 0 -15 0.00 0.03 0.03 1 2 FL Standard 9.17 -38.17 0- 2 8 -7 ---Fictious Member--- 2 FL Standard 4.07 11.00 -- 13-15 8 -7 ---Fictious Member--- 2 FL Standard 4.07 -11.00 -- 14-15 0 -15 0.00 0.03 0.03 1 2 FL Standard 9.17 38.17 EndPts MaxTen M9xComp AXL GLC S Grade Length Brace 1- 2 0 -98 0.01 1 2 FL Standard 10.00 1- 3 0 -1927 0.37 1 2 FL Standard 31.62 3- 5 1262 0 0.64 1 2 FL Standard 31.62 4- 5 0 -223 0.03 1 2 FL Standard 10.00 5- 6 0 -536 0.10 1 2 FL Standard 31.62 6- 7 7 0 0.00 1 2 FL Standard 10.00 8- 9 11 0 0.01 1 2 FL Standard 10.00 9-11 0 -539 0.10 1 2 FL Standard 31.15 10-11 0 -219 0.03 1 2 FL Standard 10.00 11-12 1260 0 0.64 1 2 FL Standard 31.62 12-14 0 -1927 0.37 1 2 FL Standard 31.62 13-14 0 -98 0.01 1 2 FL Standard 10.00 Node X -Loc Y -Loc Plate def1Y(L) def1Y(T) dxL dxT 0 0.00 8.79 W1.5X4 ---- ----- ---- ----- ----- ---- 1 0.23 8.06 W3X8 0.00 L/999 0.00 L/999 0.00 0.00 2 0.25 9.02 W2X4 ---- ----- ---- ----- ---- ---- 3 4 2.75 5.31. 9.02 W3X8 ---- ----- ---- ----- 9.02 W1.5X4 ---- ----- ---- ----- ---- ---- ---- ---- C �I-A 5 5.31 8.06 W3X8 0.23 L/875 0.41 L/500 0.01 0.01, 1 J 6 7.88+ 9.02 W3X4 ---- ------ ---- ----- ---- ---- 7 7.94 8.06 W1.SX4 0.28 L/729 0.49 L/417 0.01 0.02 8 9.56 8.06 W1.5X4 0.28 L/733 0.49 L/419 0.02 0.03 9 9.62 9.02 W3X4 ---- ----- ---- ----- ---- ---- 10 12.15 9.02 W1.5X4 ---- ----- ---- ----- ---- ---- 11 12.1E. 8.06 W3X8 0.23 L/877 0.41 L/501 0.03 0.04 12 14.77 9.02 W3X8 ---- ----- ---- ----- ---- ---- 13 17.23. 9.02 W2X4 ---- ----- ---- ----- ---- ---- 14 17.2_ 8.06 W3X8 0.00 L/999 0.00 L/999 0.03 0.06 15 17.48' 8.79 W1.5X4 ---- ----- ---- ----- ---- ---- [STD.AUT0.L0AD] [DF 1.00] [Spc 16.00] (Plies 11(RBF=1.15] R= 81'5# R= 815# W=2.75" w=2.75" Z.. 6 J 6 0-0-0 1715-8 [?????](ALPINE][IIBC COD$][FF351ISMITH/WALK IN SMITH FLOORS FINAL] [TCLL 40.0][TCDL 25.0][BCDL 5.0][BCLL 0.01°[DP 1.001 [OC 24.0][NM 11 [No Plywood] (40 25 5 0 %] (OF 1.001 [SPC 16.001 (Plies 11 (RBF=1 . 151 W=5.°0 W=5.50" �1 6 j' 6 0-0-0 175-8 0-1-8 17-4-0 [40 25 5 0 %][OC 16.00]CDP 1.001[UK 11 =====Bearings.... [X-Loc][React][Size] .._m� 87 PLF 0 0.1 to 87 ® 17.3 [y=12.23[ 62%) ( 0.00][ 804][].46] [17.00][ 804][0.46] 7 PLP ® 0.0 to 7 ® 17.5 Ey- 5.0][ 0%] EndPts MaxTen MaxCo=p AXL BND CSI GLC S Grade Length Pitch Brace 1- 3 1 0 0.00 0.26 0.26 1 2 FL #1 30.00 0.00 ®24 3- 5 0 -2774 0.10 0.66 0.76 1 2 PL #1 31.75 0.00 ®24 5- 6 0 -2796 0.10 0.66 0.76 1 2 FL #1 19.50 0.00 ®24 6- 8 0 -2808 0.10 0.60 0.71 1 2 FL #1 8.25 0.00 024 8- 9 0 -1410 0.03 0.16 0.19 1 2 FL #1 15.07 -1.20 ®24 8- 9 0 -1410 0.03 0.54 0.57 L 2 FL #1 15.07 -1.20 ®24 9-10 0 -2808 0.10 0.54 0.65 1 2 FL #1 7.50 0.00 ®24 10-11 0 -2969 0.12 0.35 0.47 1. 2 FL #1 30.75 0.00 024 11-13 0 •-2969 0.17 0.23 0.40 1 2 FL #1 30.75 0.00 ®24 13-14 1 0 0.00 0.24 0.24 1 2 FL #1 30.00 0.00 ®24 2- 4 1590 0 0.25 0.25 0.50 1 2 FL #1&Bet. 61.00 0.00 072 4- 7 2796 0 0.44 0.27 0.71 1 2 FL #1&Bet. 21.00 0.00 ®72 7-12 3491 0 0.55 0.27 0.82 1 2 FL #1&Bet. 60.75 0.00 ®72 12-15 1797 0 0.29 0.07 0.35 1 2 FL #1&Bet. 60.75 0.00 072 0- 2 0 -9 0.00 0.03 0.03 1 2 FL Standard 10.68 -41.00 0- 1 3 -4 =-=Pictious Member.-. 2 FL Standard 4.07 11.00 -- 14-16 4 -4, .-.Fictious Member.-. 2 FL Standard 4.07 -11.00 -- 15-16 0 -8 0.00 0.03 0.03 1 2 FL Standard 9.25 35.00 EndPts MaxTen raxComp AXL GLC S Grade Length Brace 1- 2 0 -101 0.01 1 2 FL Standard 11.50 2- 3 0 -1734 0.34 1 2 PL Standard 32.13 3- 4 1284 0 0.65 1 2 FL Standard 33.06' .4- 5 0 -388 0.05 1 2 FL Standard 11.50 6- 7 195 0 0.10 1 2 FL Sta dard 11.50 7-10 0 -732 0.14 1 2 FL Standard 31.62 10-12 0 -558 0.11 1 2 FL Standard 31.62 11-12 0 -190 0.03 1 2 FL Standard 10.00 12-13 1251 0 0.64 1 2 FL Standard 31.62 13-15 0 -1926 0.37 1 2 FL Standard 31.62 14-15 0 -93 0.01 1 2 FL Standard 10.00 Node X -Loc Y -Loc Plate def1Y(L) def1Y(T) dxL dxT 0 0.06 8.92 W1.SX4 ---- ----- ---- ----- ---- ---- 1 0.2°: 9.15 W2X4 ---- ----- ---- ----- ---- ---- 2 0.25 8.06 W3X8 0.00 L/999 0.00 L/999 0.00 0.00 3 2.75 9.15 W3X8 ---- ----- ---- ----- ---- ---- 4 5.33 8.06 W3X6 0.16 L/999 0.28 L/717 0.01 0.01 5 5.40 9.15 W1.SX4 ---- ----- ---- ----- ---- ----. 6 7.02 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 7 7.03 8.06 W3X4 0.30 L/675 0.53 L/385 0.01 0.02 8 9 7.71 8.96 9.15 9.02 W3X4 ---- ----- ---- ----- W3X4 ---- ----- ---- ----- ---- ---- ---- ---- 10 9.58 9.02 W2.5X4 ---- ----- ---- ----- ---- ---- 11 12.1'5 9.02 W1.SX4 ---- ----- ---- ----- ---- ---- 12 12.95 8.06 W3X8 0.25 L/801, 0.45 L/457 0.02 0.04 13 14.:1 9.02 W3X8 ---- ----- ---- ----- ---- ---- 14 17.:1 9.02 W2X4 ---- ----- ---- ----- ---- ---- 15 17.11 8.06 W3X8 0.00 L/999 0.00 L/999 0.03 0.05 16 17.6 8.79 W1.5X4 ---- ----- ---- ----- ---- ---- (40 25 5 0 %] (OF 1.001 [SPC 16.001 (Plies 11 (RBF=1 . 151 W=5.°0 W=5.50" �1 6 j' 6 0-0-0 175-8 0-1-8 17-4-0 (?????)[ALPINS]IDBC CODB1[FF36][SMITS/WALK IN SMITE: FLOORS FINAL] [TOLL 40.0](TCDL 10.0][BCDL 5.01[BCLL 0.04[DF 1.00][OC 24.011NM 11 [No Plywood] EndPts MaxTen 1+axComp AXL GLC S Grade Length Brace 1- 2 0 -49 0.01 1 2 FL Standard 11.50 (STD.ADTO.LOAD1[OC 24.00][DF 1.001(NM 11 =====Bearings= [X-Loc][React][Size] =e=vv 100 PLF 0 -5.4 to 100 ® 12.0 [yo12.21[ 80%) [-5.501[ 1257][5.961 [11.501[ 650110.461 10 PLP ® -5.5 to 10 ® 12.0 [y= 5.011 0%] EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace 1- 3 1 0 0.00 0.07 0.07 1 2 FL #1 13.00 0.00 024 3- 5 1 0 0.00 0.07 0.07 1 2 FL #1 16.00 0.00 ®24 14-15 5- 7 1 0 0.00 0.07 0.07 1 2 FL #1 16.00 0.00 ®24 0 7- 9 1 0 0.00 0.09 0.09 1 2 FL #1 16.00 0.00 024 -179 0.02 1 2 FL Standard 11.50 9-11 1 0 0.00 0.38 0.38 1 2 FL #1 4.25 0.00 ®24 .11-14 1 0 0.00 0.38 0.38 1. 2 FL #1 30.75 0.00 ®24 14-16 0 -•1604 0.05 0.25 0.29 1 2 FL #1 30.75 0.00 ®24 16-17 0 -1616 0.03 0.13 0.17 1 2 FL #1 19.50 0.00 ®24 17-19 0 -1606 0.03 0.26 0.29 1 2 FL #1 27.25 0.00 024 19-20 3 0 0.00 0.26 0.26 1 2 FL #1 30.00 0.00 ®24 2- 4 0 -1 0.00 0.01 0.01 1 2 FL #1 13.00 0.00 ®13 4- 6 0 -1 0.00 0.01 0.01 1 2 FL #1 16.00 0.00 ®16 6- 8 0 -1 0.00 0.01 0.01 1 2 FL #1 16.00 0.00 ®16 Node 8-10 0 -1 0.00 0.01 0.01 1 2 FL #1 16.00 0.00 ®16 8.92 W1.SX4 ---- ----- ---- 10-13 0 -1 0.00 0.22 0.22 1 2 FL #1 4.25 0.00 ® 4 ----- 13-15 1104 0 0.21 0.22 0.43 1 2 FL #1 60.75 0.00 ®72 0.00 15-18 1616 0 .-0.30 0.06 0.36 1 2 FL #1 21.00 0.00 ®72 ---- 18-21 1147 0 0.22 0.10 0.32 1 2 FL #1 56.50 0.00 ®72 to 0- 2 0 -7 0.00 0.02 0.02 1 2 FL Standard 10.68 -41.00 Cu 0- 1 6 -2 =-=Fictious Member= -e 2 FL Standard 4.07 11.00 -- 20-22 9 -8 =-=Fictious Members-= 2 FL Standard 4.07 -11.00 -- 21-22 0 -18 0.00 0.04 0.04 1 2 FL Standard 10.68 41.00 ---- EndPts MaxTen 1+axComp AXL GLC S Grade Length Brace 1- 2 0 -49 0.01 1 2 FL Standard 11.50 12-13 0 -163 0.02 1 2 FL Standard 9.50 11-12 0 -326 0.05 1 2 FL Standard 11.50 12-13 0 -163 0.02 1 2 FL Standard 11.50 13-14 0 -1199 0.23 1 2 FL Standard 32.13 14-15 546 0 0.28 1 2 FL Standard 32.13 15-16 0 -206 0.03 1 2 FL Standard 11.50 17-18 0 -179 0.02 1 2 FL Standard 11.50 18-19 511 0 0.26 1 2 FL Standard 28.89 19-21 0 -1254 0.24 1 2 FL Standard 32.13 20-21 0 -113 0.02 1 2 FL Standard 11.50 �+ Op O 3- 4 0 -133 0.02 1 2 FL Standard 13.00 5- 6 0 -135 0.02 1 2 FL Standard 13.00 7- 8 0 -127 0.02 1 2 FL Standard 13.00 E 01 9-10 78 0 0.04 1 2 FL Standard 13.00 Ln Node X -Loc Y -Loc Plate def1Y(L) deflY(T) dxL dxT jj E 0 -5.50 8.92 W1.SX4 ---- ----- ---- ----- ---- ---- LL 1 -5.25 9.15 W2X4 ---- ----- ---- ----- ---- ---- Q CO 2 -5.25 8.06 W2X4 0.00 L/999 0.00 L/999 0.00 0.00 E 3 -4.17 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- t\ t\ 4 -4.17' 8.06 W1.5X4 0.00 L/999 0.00 L/999 0.00 0.00 to .. E 5 -2.83. 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- Cu E LD ., 6 -2.83 8.06 W1.5X4 0.00 L/999 0.00 L/999 0.00 0.00 tD lD d to 7 -1.50 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- .. Fd 8 -1.50 8.06 W1.5X4 0.00 L/999 0.00 L/999 0.00 0.00E 9 -0.17 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- O O lO N 10 -0.17 8.06 W1.SX4 0.00 L/999 0.00 L/999 0.00 0.00 v E 11 0.15 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- Cu v in 12. 0.15 8.92 ---- ----- ---- ----- ---- ---- u r 13 0.15 8.06 W3X6 0.00 L/999 0.00 L/999 0.00 0.00 E (a 14 2.75 9.15 W3X6 --- ----- ---- ----- ---- ---- `+ Ln 15 5.25 8.06 W2.5X4 0.10 L/999 0.14 L/999 0.01 .0.01 p E E 16 5.3= 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- O 17 6.94 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- fn 18 7.00. 8.06 W2.5X4 0.09 L/999 0.13 L/999 0.01 0.01 LL 19 9.21 9.15 W3X6 ---- ----- ---- ----- ---- ---- 0 m E 20 11.7L 9.15 W2X4 ---- ----- ---- ----- ---- ---- ^ En .E� FO 21 11.7L 8.06 W3X6 0.00 L/999 0.00 L/999 0.01 0.02 C3 a 22 11.95 8.92. W1.5X4 ---- ----- ---- ----- ---- ---- 0 E E O If)Qt� FR E ., a mm� O O E ♦ N O0 f3O r+ Ir) O tr) Ln (?????1[ALPINE][UBC CODE][FF37][SMITH/WALK IN SMITH FLOORS FINAL] (TCLL 40.01[TCDL 10.0][BCDL 5.01(BCLL 0.04[DF 1.00][OC 24.0][NM 11 (No Plywood] (STD.AUT7.LOAD) [OF 1.001 [Spc 24.001 (Plies 11 (RBF=1.15] 100 100 1 3 5 6 8 R= 658# W=5.50" I>< R= 658# W=5.50" 10 10 0-0-0 11-11-8 [STD.ADTO.LOAD1(OC 24.00][DF 1.00][NM 11 =====Bearings==. [X-Loc][React][Size]._... 100 PLF 0 0.0 to 100 0 12.0 (y=12.21[ 80%] [ 0.001[ 658][0.461 111.503[ 6581(0.46] 10 PLF 0 0.0 to 10 0 12.0 [y. 5.01[ 0%] EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace 1- 3 3 0 0.00 0.31 0.31 1 2 FL #1 30.00 0.00 024 3- 5 0 -1648 0.04 0.31 0.34 1 2 FL #1 30.75 0.00 024 5- 6 0 -1658 0.04 0.15 0.19 1 2 FL #1 19.50 0.00 024 6- 8 0 -1647 0.04 0.25 0.28 1 2 FL #1 27.25 0.00 024 . 8- 9 3 0 0.00 0.26 0.26 1 2 FL #1 30.00 0.00 024 2- 4 1166 0 0.22 0.14 0.36 1 2 FL #1 60.00 0.00 072 4- 7 1658 0 0.31 0.07 0.38 1 2 FL #1 21.00 0.00 072 7-10 1163 0 0.22 0.10 0.32 1 2 FL #1 56.50 0.00 072 0- 2 0 -18 0.00 0.04 0.04 1 2 FL Standard 10.68 -41.00 0- 1 9 -8 .-.Fictious Member.-. 2 FL Standard 4.07 11.00 -- 9-11 9 -8 .-.Fictious Member=-. 2 FL Standard 4.07 -11.00 -- 10-11 0 -18 0.00 0.04 0.04 1 2 FL Standard 10.68 41.00 EndPts MaxTen Ma.*Comp AXL GLC S Grade Length Brace 1-'2 0 -109 0.02 1 2 FL Standard 11.50 2- 3 0 -1274 0.25 1 2 FL Standard 32.13 3- 4 525 0 0.27 1 2 FL Standard 32.13 a- 5 0 -180 0.03 1 2 FL Standard 11.50 6- 7 0 -197 0.03 1 2 FL Standard 11.50 7- 8 539 0 0.27 1 2 FL Standard 28.89 8-10 0 -1271 0.25 1 2 FL Standard 32.13 9-10 0 -114 0.02' 1 2 FL Standard 11.50 Node X -Loc Y -Loc Plate def1Y(L) def1Y(T) dxL dxT 0 0.00 8.92 W1.5X4 ---- ----- ---- ----- ---- ---- 1 0.25 9.15 W2X4 ---- ----- ---- ----- ---- ---- 2 0.25 8.06 W3X6 .0.00 L/999 0.00 L/999 0.00 0.00 3 2.75 9.15 W3X6 ---- ----- ---- ----- ---- ---- 4 5.25 8.06 W2.5X4 0.11 L/999 0.15 L/928 0.01 0.01 5 5.31 9.15 W1.SX4 ---- ----- ---- ----- ---- ---- 6 6.94 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 7 7.00. 8.06 W2.5X4 0.09 L/999 0.13 L/999 0.01, 0.01 8 9.21 9.15 W3X6 ---- ----- ---- ----- ---- ---- 9 11.71 9.15 W2X4 ---- ----- ---- ----- ---- ---- 10 11.71 8.06 W3X6 0.00 L/999 0.00 L/999 0.01 0.02 11 11.96 8.92 W1.5X4 ---- ----- ---- ----- ---- ---- (STD.AUT7.LOAD) [OF 1.001 [Spc 24.001 (Plies 11 (RBF=1.15] 100 100 1 3 5 6 8 R= 658# W=5.50" I>< R= 658# W=5.50" 10 10 0-0-0 11-11-8 P ???7][ALPINEHUBC CODE][FF38][SMITH/WALK IN SMITH FLOORS FINAL] (TOLL 40.0)[TCDL 10.0][BCDL 5.01[BCLL 0.0j[DF 1.00][OC 24.0][NM 11 - [No Plywood] [Floor Total load )(OC 24.001[DF 1.00][NM 11' =====Bearings... [X-Loc][React][Size]____. 100 PLF 0 0.1 to 100 ® 19.6 [y=12.211 80%) [ 0.001[ 657]'[0.461 [11.501[ 1046][0.46] (19.281[ 453][0.46] 10 PLF ® 0.0 to 10 ® 19.7 (y= 5.0][ 0%] (Unbalanced case #1 )[OC 24.00](DF 1.00)[NM 11 - EndPts MaxTea MaxComp AM BND CSI GLC S Grade Length Pitch Brace 100 PLF ® 0.1 to 100 ® 11.7 (y=12.21[ 80%] 1- 3 1 0 0.00 0.26 0.26 1 2 FL #1 30.00 0.00 ®24 20 PLF ® 11.7 to 20 ® 19.6 (y.12.21[ 0%] 3- 4 0 -1791 0.04 0.34 0.38 1 2 FL #1 30.75 0.00 024, 10 PLP ® 0.0 to 10 ® 19.7 [y= 5.0][ 0%] 4- 6 0 -1791 0.06 0.59 0.65 1 2 FL #1 30.75 0.00 024 6- 9 0 -1364 0.02 0.72 0.74 2 2 FL #1 21.00 0.00 024 [Unbalanced case #2 ][OC 24.00][DF 1.00][NM 11 9-11 46 -148 0.00 0.72 0.72 2 2 FL #1 26.00 0.00 024 20 PLF ® 0.1 to 20 ® 11.7 [y=12.21[ 0%] 11-12 0 -798 0.01 0.23 0.24 1 2 FL #1 31.63 0.00 024 100 PLF ® 11.7 to 100 0 19.6 [y=12.21[ 80%] 12-14 0 -798 0.01 0.28 0.29 1 2 FL #1 30.75 0.00 ®24 10 PLF ® 0.0 to 10 ® 19.7 [y= 5.0][ 0%] 14-15 1 0 0.00 0.28 0.28 1 2 FL #1 30.00 0.00 ®24 =------------------- .- .-.-_- _-_-_-_-_-_ 2- 5 1196 0 0.22 0.15 0.37 1 2 FL #1 60.75 0.00 072 5- 7 1375 0 0.24 0.66 0.90 1 2 FL #1. 31.50 0.00 ®72 7- 8 1364 0 0.24 0.66 0.91 1 2 FL #1 19.50 0.00 072 8-10 1350 0 0.24 0.66 0.90 1 2 FL #1 25.25 0.00 072 10-13 164 0 0.03 0.11 0.14 2 2 FL #1 33.13 0.00 ®72 13-16 723 0 0.14 0.12 0.26 1 2 FL #1 60.75 0.00 072 0- 2 0 -10 0.00 0.03 0.03 1 2 FL Standard 10.68 -41.00 0- 1 4 -4 .-=Fictious Member=-= 2 FL Standard 4.07 11.00 -- 15-17 4 -4 .Fictious Member= 2 FL Standard 4.07 -11.00 -- 16-17 0 -10 0.00 0.03 0.03 3 2 FL Standard 10.68 41.00 EndPts MaxTen MaxComp AM GLC S Grade Length Brace 1- 2 0 -109 0.02 1 2 FL Standard 11.50 2- 3 0 -1304 0.25 2 2 FL Standard 32.13 3- 5 646 0 0.33 2 2 FL Standard 32.13 4- 5 0 -325 0.05 1 2 FL Standard 11.50 5- 6 488 0 0.25 1 2 FL Standard 32.13 6- 7 0 -211 0.03 1 2 FL Standard 11.50 8- 9 255 0 0.13 1 2 FL Standard 11.50 9-10 0 -1360 0.23 2 2 FL Standard 26.39 10-11 0 -235 0.03 1 2 PL Standard 11.50 10-11 0 -235 0.03 1 2 FL Standard 11.50 11-13 758 0 0.39 3 2 FL Standard 32.25 12-13 0 -257 0.04 3 2 FL Standard 11.50 13-14 101 0 0.05 2 2 PL Standard 32.13 14-16 0 -789 0.15 1. 2 FL Standard 32.13 15-16 0 -107 0.01 3 2 FL Standard 11.50 Node X -Loc Y -Loc Plate def1Y(L) def1Y(T) dxL dxT 0 0.00 8.92 W1.5X4 ---- ----- ---- ----- ---- ---- 1 0.25 9.15 W2X4 ---- ----- ---- ----- ---- ---- 2 01.25 8.06 W3X6 0.00 L/999 0.00 L/999 0.00 0.00 3 2.75 9.15 W3X6 ---- ----- ---- ----- ---- ---- 4 5.31 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 5 5.31 8.06 W3X6 0.19 L/736 0.26 L/535 0.01 0.01 6 7.EB 9.15 W2.5X4 ---- ----- ---- ----- ---- ---- 7 7.54 8.06 W1.5X4 0.20 L/671 0.28 L/488 0.01 0.01 8 9.°6 8.06 W1.5X4 0.02 L/999 0.04 L/999 0.01 0.02 9 9.E2 9.15 W3X4 ---- ----- ---- ----- ---- ---- 10 11.E:7 8.06 W3X6 0.00 L/999 0.00 L/999 0.01 0.02 11 11."9 9.15 W3X6 ---- ----- ---- ----- ---- ---- 12 14.3 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 13 14.43 8.06 W3X6 0.04 L/999 0.05 L/999 0.01 0.02 14 16.99 9.15 W2.5X4 ---- ----- ---- ----- ---- ---- 15 19.49 9.15 W2X4 ---- ----- ---- ----- ---- ---- 16 19.19 8.06 W3X6 0.00 L/999 0.00 L/999 0.02 0.02 51 U7 I LL ED Cr N 0) a O O Q N U O. U) O O u - C3 2 [?????][ALPINE](t1BC CODE] EFF391 [SMITH/WALK IN SMITH FLOORS FINAL] [TOLL 40.0][TCDL 10.0][BCDL 5.011BCLL 0.0J[DF 1.001EOC 24.01 [NM 11 ' (No Plywood] (Floor Total loadHOC 24.00][DF 1.00][NM 11 =====Bearings=== [X-Loc][React](Size] ===m• 100 PLF 0 0.1 to 100 ® 19.6 [y=12.21[ 80%] [ 0.00)[ 712)[0.46] [11.50]( 1061][0.46] (19.281[ 4551[0.46] 15 PLP ® 0.1 to 15 ® 5.5 (y=12.21[ 80%] 10 PLP ® 0.0 to 10 0 19.7 [y= 5.0][ 0%] - EndPts MaxTen MaxComp AXL BND CSI GLC S Grade Length Pitch Brace (Unbalanced case=#11[OC 24D0011DP 1.00][NM 11 1- 3 1 0 0.00 0.34 0.34 1 2 FL #1 30.00 0.00 ®24 100 PLP 0 0.1 to 100 0 11.7 (y=12.21( 80%] 3- 4 0 -1865 0.05 0.41 0.46 1 2 FL #1 30.75 0.00 024 20 PLF ® 11.7 to 20 0 19.6 [y=12.21[ 0%] 4- 6 0 71865 0.06 0.70 0.76 1 2 FL #1 30.75 0.00 ®24 10 PLF 0 0.0 to 10 ® 19.7 (y= 5.01[ 0%) 6- 9 0 -1364 0.02 0.84 0.86 1 2 FL #1 21.00 0.00 ®24 9-11 46 -149 0.00 0.84 0.84 1 2 FL #1 26.00 0.00 024 [Unbalanced case #2][OC 24.00][DF 1.00][NM 11 11-12 0 -807 0.01 0.27 0.28 1 2 FL #1. 31.63 0.00 024 20 PLF 0 0.1 to 20 0 11.7 (y=12.21( 0%) 12-14 0 -807 0.01 0.33 0.34 1 2 FL #1 30.75 0.00 024 100 PLF 0 11.7 to 100 0 19.6 [y=12.21[ 80%] 14-15 1 0 0.00 0.33 0.33 1 2 FL #1 30.00 0.00 ®24 10 PLF ® 0.0 to 10 0 19.7 [y= 5.0][ 0%) 2- 5 1283 0 0.20 0.14 0.35 1 2 FL #1&Bet. 60.75 0.00 072 5- 7 1376 0 0.22 0.68 0.89 1 2 PL #1&Bet. 31.50 0.00 072 +________________________________________________+ 7- 8 1364 0 0.21 0.69 0.90 1 2 FL #1&Bet. 19.50 0.00 072 NEED LEDGER NOTE - - 8-10 1349 0 0.21 0.69 0.90 1 2 FL #1&Bet. 25.25 0.00 072 +--------------------------- -- ---------------+ 10-13 165 0 0.03 0.09 0.12 2 2 FL #1&Bet. 33.13 0.00 072 13-16 727 0 0.12 0.12 0.23 1 2 FL #1&Bet. 60.75 0.00 ®72 0- 2 0 -11 0.00 0.04 0.04 1 2 FL Standard 10.68 -41.00 0- 1 5 -5 =-=Pictious Member=-= 2 FL Standard 4.07 11.00 -- 15-17 4 -4 =-=Pictious Member=-= 2 FL Standard 4.07 -11.00 -- 16-17 0 -10 0.00 0.04 0.04 1 2 FL Standard 10.68 41.00 EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 1- 2 0 -125 0.02 1 2 FL Standard 11.50 2- 3 0 -1400 0.27 1 2 FL Standard 32.13 3- 5 645 0 0.33 2 2 PL Standard 32.13 4- 5 0 -347 0.05 1 2 FL Standard 11.50 5- 6 547 0 0.28 1 2 FL Standard 32.13 6- 7 0 -228 0.03 1 2 FL Standard 11.50 8- 9 274 0 0.14 1 2 FL Standard 11.50 9-10 0 -1395 0.23 1 2 FL Standard 26.39 10-11 0 -233 0.03 1 2 FL Standard 11.50 10-11 0 -233 0.03 1 2 FL Standard 11.50 11-13 757 0 0.38 3 2 FL Standard 32.25 12-13 0 -257 0.04 3 2 FL Standard 11.50 13-14 101 0 0.05 2 2 FL Standard 32.13 14-16 0 -794 0.15 1 2 FL Standard 32.13 15-16 0 -107 0.01 3 2 FL Standard 11.50 _ U7 Node X -Loc Y -Loc Plate def1Y(L) def1Y(T) dxL dxT n 0.00 8.92 W1.5X4 ---- ----- ---- ----- ---- ---- 1 0.25 9.15 W2X4 ---- ----- ---- ----- ---- ---- LL 2 0.25 8.06 W3X6 0.00 L/999 0.00 L/999 0.00 0.00 07 Q 3 2.75 9.15W3X6 ---- ----- ---- ----- ---- ---- 4 5.31 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- •� 5 5.31 8.06 W3X6 0.19 L/704 0.27 L/514 0.01 0.01 to 6 7.88 9.15 W2.5X4 ---- ----- ---- ----- ---- ---- N 7 7.94 8.06 W1.5X4 0.21 L/650 0.29 L/474 0.01 0.01 .. 8 9.56 8.06 W1.5X4 0.02 L/999 0.04 L/999 0.01 0.02 d 9 9.62 9.15 W3X4 ---- ----- ---- ----- ---- ---- 10 11.67 8.06 W3X6 0.00 L/999 0.00 L/999 0.01 0.02 O O 11 11.79 9.15 W3X6 ---- ----- ---- ----- ---- ---- 12 14.43 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- ('u 13 14.43 8.06 W3X6 0.04 L/999 0.05 L/999 0.01 0.02 u 14 16.99 9.15 W2.5X4 ---- ----- ---- ----- ---- ---- 15 19.49 9.15 W2X4 ---- ----- ---- ----- ---- ---- (C1 �. 16 19.49 8.06 W3X6 0.00 L/999 0.00 L/999 0.02 0.02 0 O LL O • D O (0 y. O L ' O O U- Q r,LD I I LO m n O t I ti LO OCr . If) U3 v Ln II II 3 O Ln Ln I 3' [?????][ALPINS][UBC CODB][FF401[SMITH/WALK IN SMITH FLOORS FINAL] (TOLL '40.0][TCDL 10.0][BCDL 5.0][BOLL 0.0k[DP 1.001 [CC 24.01 [NM 11 [No Plywood] =====Bearings=== [X-Loc][React](Sizal _____ ( 0.00][ 765](0.461 [11.501( 1103][0.46] [19.281( EndPts MaxTeu MaxComp AXL BND CSI GLC S Grade 1- 3 1 0 0.00 0.43 0.43 1 2 PL #1 3- 4 0 -2133 0.06 0.43 0.49 1 2 FL #1 4- 6 0 -2133 0.06 0.22 0.28 1 2 PL #1 6- 7 0 -1075 0.02 0.09 0.11 1 2 FL #1 6- 7 0 -1075 0.01 0.10 0.12 1 2 FL #1 7- 8 0 -2133 0.06 0.76 0.82 1 2 FL #1 8-11 0 -1305 0.02 0.89 0.91 1 2 FL #1 11-13 70 -52 0.00 0.89 0.89 1 2 FL #1 13-14 0 -741 0.01 0.26 0.27 1 2 FL #1 14-16 0 -741 0.01 0.33 0.33 1 2 FL #1 16-17 1 0 0.00 0.33 0.33 1 2 FL #1 2- 5 1547 0 0.25 0.11 0.36 1 2 FL #1&Bet. 5- 9 1317 0 0.21 0.65 0.86 1 2 FL #1&Bet. 9-10 1305 0 0.21 0.68 0.89 1 2 FL #1&Bet. 10-12 1289 0 0.20 0.68 0.88 1 2 FL #1&Bet. 12-15 69 -18 0.01 0.09 0.10 2 2 FL #1&Bet. 15-18 694 0 0.11 0.12 0.23 1 2 FL #1&Bet. 0- 2 0 -12 0.00 0.05 0.05 1 2 FL Standar 0- 1 4 -2 =-=Fictious Member -2 FL Standar 17-19 4 -4 =-=Fictious Member -2 FL Standar 18-19 0 -10 0.00 0.04 0.04 1 2 FL Standar c [Floor Total load][OC 24.00](DF 1.00][NM 11 100 PLF ® 0.1 to 100 ® 19.6 [y=12.21[ 80%] 440][0.461 30 PLF ® 0.1 to 30 0 5.5 [y=12.21[ 80%] 10 PLF ® 0.0 to 10 0 19.7 [y= 5.0)( 0%) Length Pitch Brace [Unbalanced case #1110C 24o00][DF 1.00][NM 11 30.00 0.00 ®24 100 PLP ® 0.1 to 100 ® 11.7 [y=12.211 80%) 30.75 0.00 024 20 PLP ® 11.7 to 20 ® 19.6 (y=12.211 0%] 2.25 0.00 024 10 PLF ® 0.0 to 10 ® 19.7 (y= 5.0][ Oil] 12.09 1.50 024 =-_-_-_------------- _- _-_-_-_-_-_-_-_ 12.09 1.50 024 (unbalanced case #2][OC 24.00][DF 1.00][NM 11 16.50 0.00 ®24 20 PLF ® 0.1 to 20 ® 11.7 [y=12.21( 0%) 21.00 0.00 ®24 100 PLP ® 11.7 to 100 ® 19.6 [y=12.21[ 80%) 26.00 0.00 024 10 PLF ® 0.0 to 10 ® 19.7 [y= 5.0][ 0%) 31.63 0.00 024 =----------------- -- _-_-_-_- 30.75 0.00 024 30.00 0.00 ®24 60.75 0.00 ®72 31.50 0.00 072 19.50 0.00 072 25.25 0.00 072 33.13 0.00 072 . 60.75 0.00 .072 Standard 10.68 -41.00 Standard 3.25 5.00 -- Standard 4.07 -1.00 4 -- Standard 10.68 41.00 EndPts MaxTen MaxComp AXL GLC S Grade Length Brace 1- 2 0 -138 0.02 1 2 FL Standard 10.00 2- 3 0 -1658 0.32 1 2 FL Standard 31.62 3- 5 639 0 0.32 2 2 FL Standard 31.62 4- 5 0 -458 0.06 1 2 FL Standard 10.00 5- 8 885 0 0.45 1 2 FL Standard 32.13 8- 9 0 -218 0.03 1 2 FL Standard 11.50 10-11 267 0 0.14 1 2 FL Standard 11.50 11-12 0 -1461 0.24 1 2 FL Standard 26.39 12-13 0 -237 0.03 1 2 FL Standard 11.50 12-13 0 -237 0.03 1 2 PL Standard .11.50 13-15 765 0 0.39 3 2 FL Standard 32.25 14-15 0 -257 0.04 3 2 FL Standard 11.50 15-16 65 0 0.03 2 2 FL Standard 32.13 16-18 0 -758 0.15 1 2 FL Standard 32.13 17-18 0 -107 0.01 3 2 FL Standard 11.50 Node X -Loc Y -Loc Plate def1Y(L) def1Y(T) dxL dxT 0 0.00 8.92. W1.5X4 ---- ----- ---- ----- ---- ---- 1 0.25 9.02 W2X4 ---- I ----- ---- ----- ---- ---- 2 0.25 8.06 W3X8 0.00 L/999 0.00 L/999 0.00 0.00 3 2.75 9.02 W3X8 ---- ----- ---- ----- ---- ---- 4 5.31 9.02 W1.5X4 ---- ----- ---- ----- ---- ---- 5 5.31 8.06 W3X8 0.22 L/630 0.30 L/461 0.01 0.01 6 5.50 9.02 W3X4 ---- ----- ---- ----- ---- ---- 7 6.50 9.15 W3X4 ---- ----- ---- ----- ---- ---- 8 7.88 9.15 W3X4 ---- ----- ---- ----- ---- ---- 9 7.94 8.06 W1.SX4 0.22 L/628 0.30 L/459 0.01 0.01 10 9.56 8.06 W1.5X4 0.03 L/999 0.04 L/999 0.01 0.02 11 9.62 9.15 W4X4 ---- ----- ---- ----- ---- ---- 12 11.67 8.06 W3X6 0.00 L/999 0.00 L/999 0.01 0.02 13 11.79 9.15 W3X6 ---- ----- ---- ----- ---- ---- 14 14.43 9.15 W1.SX4 ---- ----- ---- ----- ---- ---- 15 14.43 8.06 W3X6 0.04 L/999 0.05 L/999 0.02 0.02 16 16.99 9.15 W2.5X4 ---- ----- ---- ----- ---- ---- 17 19.49 9.15 W2X4 ---- ----- ---- ----- ---- ---- 18 19.49 8.06 W3X6 0.00 L/999 0.00 L/999 0.02 0.03 I Ln I LL 07 Q Ln 0) Q. O O Q N U O- U) O O LL Cl O M O 10 a-+ O F- L O O 2 Q - .�LO 1 I m O7 ^ _ Ot 1 O ~ o O O v Ln Q Ln II II 3 O Ln Ln I 3 [?????][ALPINE]IVBC CODH][FF411(SMITH/WALK IN SMITH FLOORS FINALI [TOLL 40.0](TCIL 10.01(BCDL 5.01(BCLL 0.0][DP 1.00](OC 24.01[NM 11 (No Plywood) ===Bearinggs... (X-Loc][React][Size] ( 0.001[ )64];0.46] [11.501[ 1096][0.461 [19.281( 1140][6.851 EndPts MaxTen MaxComp AXL BM CSI GLC 1- 3 1 0 0.00 0.43 0.43 1 3- 4 0 -2130 0.06 0.43 0.49 1 4- 6 0 -2130 0.06 0.22 0.28 1 6- 7 0 -1074 0.02 0.09 0.11 1 6- 7 0 -1074 0.01 0.10 0.12 1 7- 8 0 -2131 0.06 0.76 0.82 1 8-11 0 -1302 0.02 0.90 0.92 1 11-13 73 -53 0.00 0.90 0.90 1 13-14 0 -713 0.01 0.26 0.26 1 14-15 0 -713 0.01 0.27 0.28 1 15-18 0 -713 0.01 0.27 0.28 1 18-20 14 0 0.00 0.32 0.32 1 20-21 0 0 0.00 0.32 0.32 1 21-23 0 0 0.00 0.08 0.08 3 23-25 0 0 0.00 0.08 0.08 3 2- 5 1546 0 0.25 0.11 0.36 1 5- 9 1314 0 0.21 0.65 0.86 1 9-10 1302 0 0.21 0.68 0.88 1 10-12 1286 0 0.20 0.68 0.88 1 12-16 69 -22 0.01 0.06 0.07 2 16-17 654 0 0.10 0.07 0.18 1 17-19 654 0 0.12 0.16 0.29 1 19-22 0 0 0.00 0.16 0.16 1 22-24 0 0 0.00 0.03 0.03 1 24-26 0 0 0.00 0.01 0.01 3 0- 2 0 -12 0.00 0.05 0.05 1 0- 1 4 -2 -Factious Member.-. EndPts MaxTen MaxComp AXL GLC S Grade 25-27 0 0 0.09 3 2 PL #1 27-29 0 0 0.09 3 2 FL #1 26-28 0 0 0.01 3 2 FL #1 28-30 0 0 0.01 3 2 FL #1 1- 2 0 -138 0.02 1 2 FL Standard 2- 3 0 -1657 0.32 1 2 FL Standard 3- 5 639 0 0.32 2 2 FL Standard 4- 5 0 -458 0.06 1 2 FL Standard 5- 8 886 0 0.45 1 2 FL Standard 8- 9 0 -219 0.03 1 2 FL Standard 10-11 266 0 0.14 1 2 FL Standard 11-12 0 -1462 0.24 1 2 FL Standard 12-13 0 -231 0.03 1 2 FL Standard 12-13 0 -231 0.03 1 2 PL Standard 13-16 737 0 0.37 3 2 FL Standard 15-16 0 -263 0.04 3 2 FL Standard 16-18 64 0 0.03 2 2 FL Standard 18-19 0 -722 0.14 1 2 FL Standard 19-20 0 -121 0.02 3 2 FL Standard 19-20 0 -121 0.02 3 2 FL Standard 29-31 =-.Fictious Members-= 2 FL Standard 29-30 0 -45 0.01 3 2 FL Standard 30-31 0 -9 0.03 3 2 FL Standard 21-22 73 •-56 0.04 1 2 FL Standard 23-24 0; -147 0.02 3 2 FL Standard 25-26 2 -127 0.02 3 2 PL Standard 27-28 0 '-151 0.02 3 2 FL Standard Grade FL #1 FL #1 FL #1 FL #1 FL #1 FL #1 FL #1 FL #I FL #1 FL #1 FL #1 FL #1 FL #1 FL #1 FL #1&Bet. FL #1&Bet. FL #1&Bet. PL #1&Bet. FL #1&Bet. FL #1&Bet. FL #1 FL #1 FL #1 FL #1 FL Standard FL Standard Length Pitch 30.00 0.00 30.75 0.00 2.25 0.00 12.09 1.50 12.09 1.50 16.50 0.00 21.00 0.00 26.00 0.00 26.50 0.00 5.12 0.00 30.75 0.00 31.50 0.00 12.63 0.00 16.00 0.00 16.00 0.00 60.75 0.00 31.50 0.00 19.50 0.00 25.25 0.00 33.13 0.00 20.50 0.00 41.00 0.00 13.38 0.00 16.00 0.00 16.00 0.00 10.68 -41.00 3.25 5.00 Length Brace 16.00 16.00 16.00 16.00 10.00 31.62 31.62 10.00 32.13 11.50 11.50 26.39 11.50 11.50 32.25 11.50 32.13 32.13 11.50 11.50 11.50 -- 11.50 9.50 13.00 13.00 13.00 13.00 Node X -Loc Y -Loc Plate de£lY(L) def1Y(T) dxL dxT 0 0.60 8.92 W1.5X4 ---- ----- ---- ----- ---- ---- 1 0.35 9.02 W2X4 ---- ----- ---- ----- ---- ---- 2 0.35 8.06 W3X8 0.00 L/999 0.00 L/999 0.00 .0.00 3 2.75 9.02 W3X8 ---- ----- ---- ----- ---- ---- 4 5.31 9.02 W1.5X4 ---- ----- ---- ----- ---- ---- 5 5.31 8.06 W3X8 0.22 L/630 0.30 L/461 0.01 0.01 6 5.50 9.02 W3X4 ---- ----- ---- ----- ---- ---- 7 6.50 9.15 W3X4 ---- ----- ---- ----- ---- ---- 8 7.88 9.15 W3X4 ---- ------ ---- ----- ---- ---- 9 7.94 8.06 W1.5X4 0.22 L/627 0.30 L/459 0.01 0.01 10 9.56 8.06 W1.5X4 0.03 L/999 0.04 L/999 0.01 0.02 11 9.62 9.15 W3X6 ---- ----- ---- ----- ---- ---- 12 11-67 8.06 W3X6 0.00 L/999 0.00 L/999 0.01 0.02 13 11.79 9.15 W3X6 ---- ----- ---- ----- ---- ---- 14 SI 14.00 9.15 W2.5X4 ---- ----- ---- ----- ---- ---- 15 14.43 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 16 14.43 8.06 W3X6 0.04 L/999 0.05 L/999 0.02 0.02 17 SI 16.14 8.06 W2. 5X4 0.05 L/999 0.07 L/999 0.02 0.02 18 16.99 9.15 W2. 5X4 ---- ----- ---- ----- ---- ---- 19 19.55 8.06 W3X6 0.00 L/999 0.00 L/999 0.02 0.03 20 19 61 9.15 W2X4 ---- ----- ---- ----- ---- ---- 21 20.67 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 22 20.67 8.06 W1.5X4 0.00 L/999 0.00 L/999 0.02 0.03 23 22.00 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 24 22.00 8.06 W1.5X4 0.00 L/999 0.00 L/999 0.02 0.03 25 23-33 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 26 23.33 8.06 W1.5X4 0.00 L/999 0.00 L/999 0.02 0.03 27 24_.67 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 28 201.67 8.06 W1.5X4 0.00 L/999 0.00 L/999 0.02 0.03 29 26.00 9.15 W2X4 ---- ----- ---- ----- ---- ---- 30 26.00' 8.06 W2X4 0.00 L/999 0.00 L/999 0.02 0.03 [100oPLFo0a1 0.1loadtoOC100 00]19F61[Y'12.21[180%) 5 30 PLF 0 0.1 to 30 0 5. [y.12.2][ 80%] 10 PLF 0 0.0 to 10 0 19.7 [y. 5.01[ 0$1?, Brace [IInbalanced case#1][OC 24�00](DP 1.00)[NM 1) 024 100 PLP 0 0.1 to 100 0 11.7 (y=12.211 80%] 024 20 PLP 0 11.7 to 20 0 26.0 (y.12.21( 0%] 024 10 PLP 0 0.0 to 10 0 26.1 [y. 5.0][ 0%] 024 --_-�-�- -_-_- - - -�- -n-=- -�- -_- -_- - -� 024 [Unbalanced case�#2][OC 24.00)[DF 1.00][NM 1] 024 20 PLF 0 0.1 to 20 0 11.7 [y=12.2][ 0%] 024 100 PLF 0 11.7 to 100 0 26.0 [y=12.21[ 80%] 024 10 PLF 0 0.0 to 10 0 26.1 [y. 5.0][ 0%) 024 024 024 024 024 024 024 072 072 072 y.. @72 072 072 072 013 016 016 to II LL CO Q In Cu a O O v CU u O. N O O LL O D (0 O (0 O H L O O v LL 46 - M In Q tU 17 Cu 03 2 3 - U'1 Z 3 4b Q = LO O r� LS) lf) 11 I Q 3 O lD I U7 [?????][ALPINE][UBC CODE) EFF421 (SMITH/WALK IN SMITH FLOORS FINAL] 1- 2 [TCLL 40.01[TCDL 10.0][BCDL 5.0][BCLL 0 0.01[DF 1.00J[OC 24.0][NM 11 [No Plywood] 0 4- 5 0 -338 5- 7 559 0 7- 8 0 , -223 9-10 240 0 10-12 0 -1701 11-12 0 ===Bearings== [ 0.00][ .6821[0.461 [X-LocIlReact][Size] [12.181[ 1519j[0�46] [25.681[ 8501[0.46) -121 EndPts MaxTen MaxComp AXL BND CSI GLC S Grade FL #1 Length 30.'00 Pitch 0.00 1- 3 3- 4 1 0 0 -1906 0.00 0.04 0.30 0.41 0.30 0.45 1 1 2 2 FL #1 30.75 0.00 4- 6 0 -1906 0.04 0.41 0.45 1 2 FL #1 9.75 0.00 6- 7 0 -1906 0.05 0.66 0.71 1 2 FL #1&Bet. 21.00 0.00 7-10 0 -1516 0.02 0.78 0.79 1 2 FL #1&Bet. 22.88 0.00 10-11 491 -18 0.06 0.78 0.84 1 2 FL #1&Bet. 31.50 0.00 11-14 491 -18 0.06 0.34 0.40 1 2 FL #1&Bet. 31.50 0.00 14-16 0 -2129 0.06 0.38 0.43 1 2 PL #1&Bet. 30.75 0.00 16-18 0 -2148 0.06 0.38 0.44 1 2 FL #1&Bet. 20.25 0.00 18-19 0 -2548 0.08 0.38 0.46 1 2 FL #1&Bet. 7.38 0.00 19-20 0 -1320 0.02 0.27 0.29 1 2 FL #1&Bet. 9.00 -2.03 19-20 0 -1247 0.02 0.23 0.25 1 2 FL #1 9.00 -2.03 20-21 0 -2548 0.08 0.23 0.32 1 2 FL #1 2.25 0.00 21-23 0 -2548 0.08 0.44 0.53 1 2 FL #1 30.75 0.00 23-24 1 0 0.00 0.44 0.44 1 2 FL #1 30.00 0.00 2- 5 1252 0 0.18 0.16 0.34 1 2 FL #1&Bet. 60.75 0.00 5- 8 1526 0 0.19 0.75 0.94 1 2 FL #1&Bet. 31.50 0.00 8- 9 1516 0 0.19 0.75 0.94 1 2 FL #1&Bet. 21.38 0.00 9-12 1504 0 0.19 0.65 0.84 1 2 FL #1&Bet. 32.25 0.00 12-13 1171 0 0.19 0.06 0.24 1 2 FL #1&Bet. 20.75 0.00 13-15 1171 0 0.22 0.18 0.40 1 1 2 FL #1 2 FL #1 40.75 20.25 0.00 0.00 15-17 17-22 2148 2152 0 0 0.40 0.41 0.28 0.28 0.69 0.69 1 2 FL #1 19.25 0.00 22-25 1764 0 0.33 0.16 0.49 1 2 FL #1 60.75 0.00 0- 2 0 -10 0.00 0.04 0.04 1 2 FL Standard 10.68 -41.00 0- 1 4 -4 =-=Fictious Member=-= 2 FL Standard 4.07 11.00 24-26 4 -2 - Fictious Member=-= 2 FL Standard 3.25 -5.00 25-26 0 -12 0.00 0.05 0.05 1 2 FL Standard 10.68 41.00 EndPts MaxTen MaxComp 1- 2 0 -109 2- 3 0 -1366 3- 5 709 0 4- 5 0 -338 5- 7 559 0 7- 8 0 , -223 9-10 240 0 10-12 0 -1701 11-12 0 -121 11-12 0 -121 12-14 0 -1680 14-15 1044 0 15-16 0 -329 17-18 0 -69 18-22 484 0 21-22 0 -500 22-23 837 0 23-25 0 -1890 24-25 0 -137 AXL 0.02 027 0..36 0.05 0.28 0.03 0. 12 0.33 0.02 0.02 0.33 0.53 005 0.. 01 0.25 0. 07 0.43 0.36 0.02 Node X -Loc Y -Loc 0 0.00 8.92 1 0.25 9.15 2 0.25 8.06 3 2.75 9.15 4 5.31 9.15 5 5.31 8.06 6 SI 6.12 9.15 7 7.88 9.15 8 7.94 8.06 9 9.72 8.06 10 9.76 9.15 11 12.41 9.15 12 12.41 8.06 13 SI 14.14 8.06 14 15.03 9.15 15 17.53 8.06 16 17.59 9.15 17 19.22 8.06 18 19.28 9.15 19 19.90 9.15 20 20.64 9.02 21 20.82 9.02 22 20.82 8.06 23 23.39 9.02 24 25.89 9.02 25 25.89 8.06 GLC S Grade Length 1 2 PL Standard 11.50 2 2 FL Standard 32.13 2 2 PL Standard 32.13 1 2 FL Standard 11.50 1 2 FL Standard 32.13 1 2 FL Standard 11.50 1 2 FL Standard 11.50 1 2 FL Standard 32.13 1 2 FL Standard 11.50 1 2 FL Standard 11.50 1 2 FL Standard 32.13 1 2 FL Standard 32.13 1 2 FL Standard 11.50 1 2 FL Standard 11.50 1 2 FL Standard 21.15 1 2 FL Standard 10.00 1 2 FL standard 31.62 1 2 FL Standard 31.62 1 2 FL Standard 10.00 Plate def1Y(L) d W1.5X4 ---- ----- --- W3X6 0.00 L/999 0. W3X6 ---- ----- -- W1.5X4 ---- ----- -- W3X6 0.22 L/659 0. W2.5X4 ---- ----- -- W2.5X4 ---- ----- -- W1.5X4 0.26 L/570 0. W1.5X4 0.03 L/999 0. W3X6 ---- ----- -- W3X10 0 00 L/999 0. W2.SX4 0.06 L/999 0. W3X8 ---- ----- -- W3X6 0.15 L/999 0. W1.5X4 W1.5X4 0.21 L/759 0. W2.5X4 ---- ----- -- W3X4 ---- ----- -- W3X4 ---- ----- -- W1.5X4 ---- ----- -- W3X8 0.21 L/765 0. W3X8 ---- ----- -- W2X4 ---- ----- -- W3X8 0.00 L/999 0. Brace ef1Y(T) dxL dxT - ----- ---- ---- 00 L/999 0.00 0.00 30 L/482 0.01 0.01 -- ----- ---- ---- 35 L/416 001 0 01 06 L/999 0._01 0_02 -- ----- ---- ---- 00 L/999 0.01 0.02 09 L/999 0.02 0.02 20 L/792 0.02 0_03 29 L/554 0.02 0.03 -- ----- ---- ---- -- ----- ---- ---- -- ----- ---- ---- 29 L/559 0.03 0.04 -- ----- ---- ---- 00 L/999 0.03 0.05 [Floor Total load][OC 24.001IDF 1.001 INK 11 100 PLF 0 0 30 PLF 0 20.6 to 130 0 26.0 [00 0 26 0 y=12.21[ 80%) 10 PLP ® 0.0 to 10 0 26.1 [y. 5.0][ OW, Brace 717aba1anced case#1] [OC 24.001 [DF 1.001 [NM 11 = 024 100 PLP 0 0.1 to 100 0 12.4 [y=12.21[ 80%] 024 20 PLF ® 12.4 to 20 0 26.0 [y=12.21[ Oil 024 10 PLF ® 0.0 to 10 ® 26.1 [y= 5.011 0%] ®24 [Unbalanced case=#2][OC 24.00][DF 1.00][NM 1] 024 20 PLP ® 0.1 to 20 ® 12.4 [y=12.21[ 0%] 110 1 1 1 PLP ® 0.0 to 10 0 26.1 [y=5.0][ 8 @24 0%] 024 ®24 024 024 ®24 024 ®24 072 072 072 ®72 ®72 ®72 072 ®72 ®72 [Floor Total load] (DF 1.00) [Spc 24.001 [Plies 11 [RBF=1.151 �-IF Li a W=5.G0' W=5.50" W=�.Ou �, !0 0-0-0 0-1-8 1 26+1-10 20-7-10 26-0-2 [?????][ALPINE][U3C CODE]IFF43)(SMITH/WALK IN SMITH FLOORS FINALI 11 1- 2 0 -108 0.02 [TOLL 40.0)[TCDL. 10.0][BCDL 5.0)(BCLL 3- 5 0.0][DF 1.00][OC 24.0][NM 4- 5 0 -290 0.04 [No Plywood] 101 -74 0.05 6- 7 0 b 0.02 8- 9 194 (Floor Total load](OC 29.00][DF 1.001INM 1I 9-11 0 -687 (X-Loc][ReactJ[Size1 10-11 0 -109 0.02 11-12 1345 0 0.68 100 PLF ® 0.1 to 100 0 29.5 30 PLP ® 24.2 to 30 ® 29.5 [y=12.21[ Iy=12.Z]( 80$) 80$1 t ===Bearin s=== g ( 0.001[ 804][0:.461 (15.711( 1847)IM6] -146 (29.21][ 7731[0.46] 14-15 10 PLF 0 0.0 to 10 ® 29.7 [y= 5.0][ 0%) 14-17 0 -1466 0.23 BND BND CSI GLC S Grade Length Pitch Brace [Unbalanced case=#1][OC 24.001 [DF 100 ® 15.9 1.003 INK [yam 1] EndPts MaxTen MaxComp 0 AXL 0.00 819 0.30 1 2 FL #1 30.00 0.00 024 100 PLF ® 0.1 to ® 15.9 to 20 ® 29.5 [y=12.2)[ 0%] 1- 3 3- 4 1 0 - 454 0.07 0.31 0.38 1 2 FL #1 30.75 30.75 0.00 0.00 024 024 20 PLF 10 PLF ® 0.0 to 10 ® 29.7 [y==5.01[ 0 4- 6 6- 9 0 0 -x454 -:516 0.10 0.07 0.49 0.51 0.59 0.58 1 1 2 FL #1 2 FL #1 21.00 0.00 024 024 [Unbalanced case #21[OC 24.001 EDF 1.00][NM _0$] 11 9-10 0 - 057 0.04 0.51 0.56 1 2 FL #1 13.50 30.75 0.00 0.00 ®24 20 PLP ® 0.1 to 20 ® 15.9 [y=12.21[ 0$] 10-12 0 -_057 0.06 0.33 0.39 0.51 1 1 2 FL #1 2 FL #1 9.75 0.00 ®24 100 PLF ® 15.9 to 100 ® 29.5 (y=12.21[ 80%) 12-13 1304 0 0.25 0.26 0.77 1 2 FL #1 21.75 0.00 024 10 PLP 0 0.0 to 10 ® 9.15 14 13-15 1304 0 0 0.25 0.25 0.53 0.53 0.77 1 2 FL #1 22.50 0.00 ®24 _29�7v(y==5.013=_=$1 =-------------'-_'_'_-_ _ _ 15-17 17-19 1304 71 -1682 0.03 0.94 0.96 1 2 FL #1 30.75 20.25 0.00 0.00 ®24 ®24 8.06 21 19-21 21-22 63 0 -1704 -2187 0.03 0.06 0.94 0.77 0.96 0.83 0.39 1 1 1 2 FL #1 2 FL #1 2 FL #1 7.25 18.06 0.00 -1.00 ®24 ®24 1 , 24.15 22-23 0 -1101 0.02 0.38 26 3 2 FL #1 18.06 -1.00 ®24 9.02 28 22-23 0 -1101 0.02 0.11 0.28 0.13 0.34 1 2 FL #1 2.25 0.00 ®24 3-24 0 0 -2187 2187 0.06 0.06 0.41 0.47 1 2 FL #1 30.75 0.00 024 24-26 26-27 1 0 0.00 0.41 0.41 1 2 FL #1 FL #1 30.00 60.75 0.00 0.00 ®24 072 2- 5 1533 0 0 0.28 0.44 0.13 0.43 0.40 0.87 1 1 2 2 FL #1 31.50 0.00 ®72 O (0 I 5. 1 7- 8 2522 2516 0 0.44 0.48 0.92 1 2 FL #1 19.50 14.25 0.00 0.00 072 ®7Z CP I 0] U3 8-11 2506 0 0.44 0.48 0.92 0.33 1 2 2 FL #1 2 FL #1 62.25 0.00 ®72 Rv O] N O � I .11-14 883 498 -154 -615 0.17 0.09 0.17 0.11 0.20 3 2 FL #1 20.75 0.00 ®72 = .+ N N 14-16 16-18 498 -615 0.00 0.46 0.46 1 2 FL #1 #1 31.75 20.25 0.00 0.00 072 ®72 M M O n U7 18-20 1704 -63 0.27 0.27 0.69 0.69 0.96 0.96 1 1 2 FL 2 FL #1 28.25 0.00 072 ^ 10 20-25 25-28 1710 1564 -58 0 0.29 0.12 0.42 1 2 FL #1 60.75 10.68 0.00 -41.00 072 II p_ 2 0 -10 0.00. 0.04 -=Factious 0.04 Member=-= 1 2 FL Standard 2 FL Standard 4.07 11.00 LO II 3 � 0- 1 4 -4 us Member—0.05 PL Standard 10.68 41.00 N 28-29 0 -12 O.ppict0 05 1 2 EndPts MaxTen MhxComP AXI. 1- 2 0 -108 0.02 2- 3 0 -1671 0.33 3- 5 1000 0 0.51 4- 5 0 -290 0.04 5- 6 101 -74 0.05 6- 7 0 -117 0.02 8- 9 194 0 0.10 9-11 0 -687 0.10 10-11 0 -109 0.02 11-12 1345 0 0.68 12-14 0 -2040 0.40 14-15 0 -146 0.02 14-15 0 -146 0.02 14-17 0 -1466 0.23 17-18 1573 0 0.80 18-19 0 -460 0.06 20-21 0 -165 0.02 21-25 819 0 0.42 24-25 0 -479 0.07 25-26 783 0 0.40 26-28 0 -1677 0.32 27-28 0 -139 0.02 Node X -Loc Y -Loc 0 O.00 8.92 1 0.2° 9.15 2 0.2!. 8.06 3 2.7!. 9.15 4 5.3= 9.15 5 5.3' 8.06 6 7.88 9.15 7 7.94 8.06 8 9.55 8.06 9 9.62 9.15 10 10.75 9.15 11 10.75 8.06 12 13.31 9.15 13 SI 14.12 9.15 14 15.914 8.06 15 15.94 9.15 16 SI 17.67 8.06 17 17.E1 9.15 18 20._1 8.06 19 20.:8 9.15 20 22.60 8.06 21 22.66 9.15 22 22.67 9.15 23 24._7 9.02 24 24.15 9.02 25 24.15 8.06 26 26.32 9.02 27 29.32 9.02 28 29.32 8.06 GLC S Grade Length 1 2 FL Standard 11.50 2 2 FL Standard 32.13 2 2 FL Standard 32.13 1 2 FL Standard 11.50 3 2 FL Standard 32.13 1 2 FL Standard 11.50 1 2 FL Standard 11.50 1 2 FL Standard 17.17 2 2 PL Standard 11.50 1 2 FL Standard 32.13 1 2 FL Standard 32.13 1 2 FL Standard 11.50 1 2 FL Staadard 11.50 1 2 FL Standard 23.94 1 2 FL Standard 32.13 1 2 FL Standard 11.50 1 2 FL Standard 11.50 1 2 FL Standard 29.12 1 2 FL Standard 10.00 3 2 FL Standard 31.62 1 2 FL Standard 31.62 1 2 FL Standard 10.00 Plate def1Y(L) de W1.5X4 ---- ----- "-- W2X4 W3X6 0.00 L/999 0.0 W3X6 ---- ----- --- W1.5X4 ---- ----- --- W3X8 0.23 L/830 0. W2.5X4 ---- ----- -" W1.5X4 0 26 L719 W1.5X4 0.17 L/999 0. W3X4 ---- ----- -_ W1.5X4 ---- ----- __ W3X8 0.16 L/999 0. W3X8 ---- -"- W2.5X4 ---- ----- __- W3X14 0.00 L/999 0. W2X4 ---- ----- "" W2.5X4 0.00 L/999 0. W3X8 ---- ----- __ W3X6 0.06 L/999 0. W1.5X4 ---- ----- "" W1.5X4 0.24 L/672 0. W2.5X4 ----- __ W3X4 ---- - -- W3X4 ---- ----- -- W1.5X4 ---- ----- W3X6 0.23 L/708 0. W3X8 ---- ----- -- W2X4 ---- ----- W3X8 0.00 L/999 0. Brace f1Y(T) dxL dxT 0 L/999 0.00 0.00 32 L/596 0.01 0.01 0.3 L/515 0.01 0.02 26 L/727 0_02 0_02 24 L/773 0.02 0.03 - ----- ---- ---- - ----- ---- ---- 00 L/999 0.02 0.03 00 L/999 0.02 0.03 -- ----- ---- ---- 11 L/999 0.02 0.03 33 L/491 0.02 0.03 31 L/517 0.03 0.04 00 L/999 0.04 0.05 n :0 O I, n L_� O 1 Cu I Q Cu f?????][ALPINE](I:BC CODE][FF44][SMITH/WALK IN SMITH FLOORS FINAL] [TCLL 40.0][TCDL 10.0][BCDL 5.0][BCLL 0.0][DF 1.00](OC 24.0][NM 11 (No Plywood] 1t ===Bearings=== [X-Loc][React][Size] [ 0.00][ 805][0.46] [15.71]( 1823][046] [29.211[ 712][0.461 EndPts MaxTen Ma=Co=p 1- 3 1 0 3 - 4 0 -2455 4- 6 0 -2455 -2517 9-10 0 -2059 10-12 0 -2059 12-13 1245 0 13-15 1245 0 15-17 1245 0 17-19 69 -1728 19-21 60 -1750 21-22 0 -1982 22-24 0 -:1982 24-25 1 0 2- 5 1533 0 5- 7 2523 0 7- 8 2517 0 8-11 2507 0 11-14 885 -102 14-16 553 -613 16-18 553 -613 18-20 1750 -60 20-23 1757 -56 23-26 1298 0 0- 2 0 -10 0- 1 4 -4 25-27 5 -5 26-27 0 -11 EndPts MaxTen M'sxComp 1- 2 0 -108 2- 3 0 -1672 3- 5 1000 0 4- 5 0 -289 5- 6 86 -74 6- 7 0 -115 8- 9 190 0 9-11 0 -676 10-11 0 -109 11-12 1335 0 12-14 0 -2030 14-15 0 -145 14-15 0 -145 14-17 0 -1429 17-18 1514 0 18-19 0 -435 20-21 0 -171 21-23 491 0 22-23 0 -345 23-24 743 0 24-26 0 -1416 25-26 0 -124 AXL BND CSI GLC S Grade 0.00 0.30 0.30 1 2 FL #1 0.07 0.31 0.38 1 2 FL #1 0.10 0.49 0.59 1 2 FL #1 0.07 0.50 0.57 1 2 FL #1 0.05 0.50 0.55 1 2 FL #1. 0.06 0.33 0.39 1 2 FL #1 0.23 0.26 0.50 1 2 FL #1 0.23 0.52 0.76 1 2 FL #1 0.23 0.52 0.76 1 2 FL #1 0.02 0.90 0.92 1 2 FL #1 0.03 0.90 0.93 1 2 FL #1 0.06 0.72 0.77 1 2 FL #1 0.05 0.38 0.43 1 2 FL #1 0.00 0.35 0.35 1 2 FL #1 0.28 0.13 0.41 1 2 FL #1 0.45 0.42 0.87 1 2 FL #1 0.44 0.47 0.91 1 2 FL #1 0.44 0.47 0.91 1 2 FL #1 0.17 0.17 0.33 2 2 FL #1 0.10 0.10 0.21 3 2 FL #1 0.00 0.46 0.46 1 2 FL #1 0.26 0.71 0.97 1 2 FL #1 0.27 0.71 0.97 1 2 FL #1 0.24 0.15 0.39 1 2 FL #1 0.00 0.04 0.04 1 2 FL Standard =-=Fictious Member=-= 2 FL Standard -=Fictious Member--. 2 FL Standard 0.00 0.04 0.04 1 2 FL Standard AXL GLC S Grade Length 0.02 1 2 FL Standard 11.50 033 2 2 FL Standard 32.13 0..51 2 2 FL Standard 32.13 0.04 1 2 FL Standard 11.50 0.04 3 2 FL Standard 32.13 002 1 2 FL Standard 11.50 0..10 1 2 FL Standard 11.50 0.10 1 2 FL Standard 17.17 0.02 2 2 FL Standard 11.50 0.68 1 2 FL Standard 32.13 040 1 2 FL Standard 32.13 0..02 1 2 FL Standard 11.50 0.02 1 2 FL Standard 11.50 023 1 2 FL Standard 23.94 0..77 1 2 FL Standard 32.13 0.06 1 2 FL Standard 11.50 0.02 1 2 FL Standard 11.50 0.25 1 2 FL Standard 29.12 0.05 1 2 FL Standard 11.50 0.38 3 2 FL Standard 32.13 0.28 3 2 FL Standard 32.13 0.02 1 2 FL Standard 11.50 Length Pitch 30.00 0.00 30.75 0.00 30.75 0.00 21.00 0.00 13.50 0.00 30.75 0.00 9.75 0.00 21.75 0.00 22.50 0.00 30.75 0.00 20.25 0.00 27.50 0.00 30.75 0.00 30.00 0.00 60.75 0.00 31.50 0.00 19.50 0.00 14.25 0.00 62.25 0.00 20.75 0.00 31.75 0.00 20.25 0.00 28.25 0.00 60.75 0.00 10.68 -41.00 4.07 11.00 4.07 -11.00 10.68 41.00 Brace Node X -Loc Y -Loc Plate def1Y(L) def1Y(T) dxL dxT 0 0.00 8.92 W1.SX4 ---- ----- ---- ----- ---- ---- 1 0.25. 9.15 W2X4 ---- ----- ---- ----- ---- ---- 2 0.25 8.06 W3X6 0.00 L/999 0.00 L/999 0.00 0.00 3 2.75 9.15 W3X6 ---- ----- ---- ----- ---- ---- 4 5.31 9.15 W1.SX4 ---- ----- ---- ----- ---- ---- 5 5.31 8.06 W3X8 0.23 L/830 0.32 L/596 0.01 0.01 6 7.88 9.15 W2.5X4 ---- ----- ---- ----- ---- ---- 7 7.94 8.06 W1.5X4 0.26 L/718 0.37 L/515 0.01 0.02 8 9.5E 8.06 W1.SX4 0.18 L/999 0.26 L/727 0.02 0.02 9 9.62 9.15 W3X4 ---- ----- ---- ----- ---- ---- 10 10.75 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 11 10.7° 8.06 W3X8 0.17 L/999 0.24 L/773 0.02 0.03 12 13.31 9.15 W3X8 ---- ----- ---- ----- ---- ---- 13 SI 14.1:. 9.15 W2.5X4 ---- ----- ---- ----- ---- ---- 14 15.9,k 8.06 W3X14 0.00 L/999 0.00 L/999 0.02 0.04 15 15.91 9.15 W2X4 ---- ----- ---- ----- ---- ---- 16 SI 17.6' 8•.06 W2.5X4 0.00 L/999 0.00 L/999 0.02 0.03 17 17.8_ 9.15 W3X8 ---- ----- ---- ----- ---- ---- 18 20.31 8.06 W3X6 0.06 L/999 0.11 L/999 0.02 0.03 19 20.33 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 20 22.03 8.06 W1.5X4 0.23 L/709 0.31 L/517 0.03 0.03 21 22.05 9.15 W2.5X4 ---- ----- ---- ----- ---- ---- 22 24.35 9.15 W1.5X4 ---- ----- ---- ----- ---- ---- 23 24.35 8.06 W3X6 0.20 L/790 0.28 L/575 0.03 0.04 24 26.9.2 9.15 W3X6 ---- ----- ---- ----- ---- 25 29.42 9.15 W2X4 ---- ----- ---- ----- ---- ---- 26 29.4.2 8.06 W3X6 0.00 L/999 0.00 L/999 0.04 0.05 [Floor Total load][OC 24.00](DF 1.00][NM 11 • ' 100 PLP ® 0.1 to 100 0 29.5 [y=12.2][ 8090 15 PLF 0 24.2 to 15 ® 295 [y=12.2][ 80% 10 PLF 0 0.0 to 10 0 29..7 [y= 5.0][ 0%1' - Brace [IInbalaaced case #1][OC 24�00](DP 1.00][NM 1] _ 024 100 PLF ® 0.1 to 100 0 15.9 [y=12.2]( 80%] ®24 20 PLF 0 15.9 to 20 0 29.5 (y=12.2][ 0%] ®24 10 PLF ® 0.0 to 10 0 29.7 [y= 5.0][ 0%] ®24 (Unbalanced case #2110C 24 00][DF 1.00][NM 11 _ ®24 20 PLP ® 0.1 to 20 0 15.9 [y=12.21[ 0%] i 024 100 PLP 0 15.9 to 100 0 29.5 [y=12.2][ 80%] ®24 10 PLF ® 0.0 to 10 ® 29.7 (y= 5.01[ 0%] 024 - -_-_-_- - -_-_- - - - - - -_-_- @24-----------------------------+ 024 I N88D=LEDGER NOTE=- - @24 +--------------------- ------_- _-_-_-_-_-_-_-_+ 024 ®24 ®72 72 072 0 u ®72 ®72 072 072 072 ®72 CO ®72 1� _ m (D 2 O LO Ln I 3 E J_ I 01 0., (U N r '[?????][ALPINE][UBC CODE) (FF451 (SMITH/WALK IN SMITH FLOORS FINAL] (TCLL 40.0][TCDL 10.0][BCDL 5.0][BCLL 0.0][DF 1.00][OC 24.0][NM 11 !'(No Plywood) ===Bearings== [X-Loc][React][Siae] ( .0.001 [ 805] [0.46] [15.711[ 1807][0...461 129.211C 702] (0.46] EndPts MaxTen MaxComp 1- 3 1 0 3- 4 0 -2455 4- 6 0 -2455 6- 9 0 -2517 9-10 0 -2059 10-12 0 -2059 12-13 1246 0 13-15 1246 0 15-17 1246 0 17-19 69 -1728 19-21 60 -1750 21-22 0 -1982 22-24 0 -1982 24-25 1 0 2- 5 1533 0 5- 7 2523 0 7- 8 2517 0 8-11 2507 0 11-14 885 -102 14-16 553 -613 16-18 553 -613 18-20 1750 -60 20-23 1757 -56 23-26 1298 0 0- 2 0 -10 0- 1 4 -4 25-27 4 -4 26-27 0 -10 EndPts MaxTen Ma Comp 1- 2 0 -108 2- 3 0 -1672 3- 5 1000 0 4- 5 0 -289 5- 6 86 -74 6- 7 0 -115 8- 9 190 0 9-11 0 -676 10-11 0 -109 11-12 1334 0 12-14 0 -2031 14-15 0 -144 14-15 0 -144 14-17 0 -1398 17-18 1463 0 18-19 0 -423 20-21 0 -162 21-23 436 0 22-23 0 -319 23-24 743 0 24-26 0 -1416 25-26 0 -109 AXL BND CSI GLC 0.00 0.26 0.26 2 0.08 0.26 0.34 2 0.10 0.42 0.52 1 0.07 0.44 0.51 1 0.05 0.44 0.48 1 0.07 0.28 0.36 2 0.23 0.23 0.46 1 0.23 0.45 0.69 1 0.23 0.45 0.69 1 0.02 0.75 0.77 1 0.02 0.75 0.77 1 0.05 0.59 0.64 1 0.04 0.31 0.35 1 0.00 0.26 0.26 3 0.29 0.11 0.40 2 0.45 0.37 0.81 1 0.44 0.41 0.85 1 0.44 0.41 0.85 1 0.17 0.17 0.33 2 0.10 0.10 0.21 3 0.10 0.31 0.41 3 0.25 0.59 0.84 1 0.25 0.59 0.84 1 0.24 0.11 0.36 3 0.00 0.03 0.03 1 =-=Fictious Member- -=Fictious Member=-. 0.00 0.03 0.03 1 AXL 0.02 0.33 0.51 0.04 0.04 0.02 0.10 0.10 0.02 0.68 0.40 0.02 0.02 0.22 074 0..06 0.02 022 0.. 04 0.38 0.28 0.02 Node X -Loc Y -Loc 0 0.00 8.92 1 0.25 9.15 2 0.25 8.06 3 2.75 9.15 4 5.31 9.15 5 5.31 8.06 F 7.88 9.15 7 7.94 8.06 9 9.56 8.06 9 9.62 9.15 10 10.75 9.15 11 10.75 8.06 12 13.31 9.15 13 SI 14.12 9.15 14 15.94 8.06 15 15.94 9.15 16 SI 17.67 8.06 17 17.81 9.15 18 20.31 8.06 19 20.38 9.15 20 22.00 8.06 21 22.06 9.15 22 24.35 9.15 23 24.35 8.06 24 26.92 9.15 25 29.42 9.15 26 29.42 8.06 GLC S 1 2 2 2 2 2 1 2 3 2 1 2 1 2 1 2 2 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 3 2 3 2 1 2 Plate W1.SX4 W2X4 W3X6 W3X6 W1.SX4 W3X8 W2.SX4 W1.SX4 W1.SX4 W3X4 W1.SX4 W3X8 W3X8 W2.SX4 W3X14 W2X4 W2.SX4 W3X8 W3X6 W1.SX4 W1.SX4 W2. 5X4 W1.SX4 W3X6 W3X6 W2X4 W3X6 Grade FL #1 FL #1 FL #1 PL #1 FL #1 FL #1 FL #1 FL #1 FL #1 FL #1 FL #1 FL #1 FL #1 FL #1 FL #1 FL #1 FL #1 FL #1 FL #1 PL #1 PL #1 FL #1 FL Standard FL Standard FL Standard FL Standard Grade Length Brace FL Standard 11.50 PL Standard 32.13 FL Standard 32.13 FL Standard 11.50 FL Standard 32.13 FL Standard 11.50 FL Standard 11.50 FL Standard 17.17 FL Standard 11.50 FL Standard 32.13 FL Standard 32.13 FL Standard 11.50 FL Standard 11.50 FL Standard 23.94 FL Standard 32.13 FL Standard 11.50 FL Standard 11.50 FL Standard 29.12 FL Standard 11.50 PL Standard 32.13 FL Standard 32.13 FL Standard 11.50 Length Pitch 30.00 0.00 30.75 0.00 30.75 0.00 21.00 0.00 13.50 0.00 30.75 0.00 9.75 0.00 21.75 '0.00 22.50 0.00 30.75 0.00 20.25 0.00 27.50 0.00 30.75 0.00 30.00 0.00 60.75 0.00 31.50 0.00 19.50 0.00 14.25 0.00 62.25 0.00 20.75 0.00 31.75 0.00 20.25 0.00 28.25 0.00 60.75 0.00 10.68 -41.00 4.07 11.00 4..07 -11.00 10.68 41.00 def1Y(L) def1Y(T) dxL dxT ---- ---- ----- ---- ---- 0.00 L/999 0.00 L/999 0.00 0.00 ---- ----- ---- ----- ---- ---- 0.23 L/832 0.32 L/596 0.01 0.01 0.26 L/720 0.37 L/515 0.01 0.02 0.18L/999 0.26 L/727 0.02 0.02 ---- ----- ---- ----- ---- ---- 0.17 L/999 0.24 L/773 0.02 0.03 ---- ----- ---- ----- ---- ---- 0.00 L/999 0.00 L/999 0.02 0.04 ---- -- ---- ----- ---- ---- 0.00 L/999 0.00 L/999 0.02 0.03 0.06 L/999 0.11 L/999 0.02 0.03 ---- 0.22 L/749 0.30 L/545 0.03 0.03 0.19 L/839 0.27 L/610 0.03 0.04 ---- ----- ---- ----- ---- ---- 0.00 L/999 0.00 L/999 0.03 0.05 Brace 024 ®24 024 ®24 024 ®24 ®24 ®24 ®24 024 024 024 024 024 072 ®72 ®72 ®72 ®72 ®72 072 ®72 ®72 ®72 s [Floor Total load ][OC 24.001 CDP 1.001ENM 11'• , 100 PLF 0 01 to 100 0 29.5 [y-12.21[ 80$]• 10 PLF ® 0..0 to 10 0 29.7 [y= 5.0][ 0%] , [IInbalaaced case=#1 ][OC 24.00][DF=1�00][NM 1] 100 PLF 0 0.1 to 100 0 15.9 [y=12.21[ 80%] 20 PLP 0 15.9 to 20 ® 29.5 [y=12.21[ 0%] 10 PLP ® 0.0 to 10 ® 29.7 [y= 5.01[ 0%] [Unbalanced case #2 ](OC=24.001[DF=1.00](NM 11 20 PLF ® 0.1 to 20 0 15.9 [y=12.21[ 0%] 100 PLP 0 15.9 to 100 ® 29.5 [y=12.21[ 80%] 10 PLP ® 0.0 to j10 0 29.7 [y= 5.01[ 0%] r O LL-) lf'1 II 3 Ln I I _ 3 1W 0 O CO I 0I7 LO I O1� N (U 1� �tr 1- -41AL'K , 1F?� KITH FLOORS FINAL - FF27 REPAIR) 111IS`-;WG F:REPAREU FROH COMPUTER INPUT (LOADS & DIHENSIONS) SUBMITTED BY TRUSS Eoki:.'— REPAIREDEARING L1OCATION AND A ADDED TOP 'CHORD CONCENTRATED LOAD. (V)ADD 2-4X2 FL STANDARD OR BETTER VERTICAL OR 1-4X4 FL STANDARD OR TRUSS TO SE'1i1PAIRED'BY ADD A NEW VERTICALS) AND A NEW WEB WITS PLYWOODBETTER. GUSSETS TO BOTH FACES. r., EDGE,DISTANCE. END DISTANCE AND SPACING FOR NAILS \A ADD 4X2 FL #I&BETTER WEB. SHALL BE SUFFICIENT TO PREVENT SPLITTING OF WOOD. -1)(P)5/8"_PLYWOOD, GUSSETS. APA SPAN RATED, CD GROUP 2 NOTE: SEE DRAWING CAUSR427 97231031 FOR LUMBER, PLATES. AND (DOUGLAS-FIR/HEMLOCK)`EXPOSURE 1. FACE GRAIN SHALL BE OTHER DATA NOT SHOWN HERE. POSITIONED RUNNING PARALLEL OR PERPENDICULAR TO THE CHORD. FASTEN ONE GUSSET TO EACH FACE OF TRUSS WITH EQUALLY— AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE SPACED_lOd-COMMON -NAILS -IN -ALL" ME14BERS.-AS-INDICATED-BY1 TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE ,CIRCLES,F-� WITH=THE=SAME_NUMBER_OF_HAILS-REQUIRED ON THE COMPLIANCE -WITH -ALPINE -DESIGNS AND SPECIFICATIONS. OPPOSITE FACE. 7— (i) REVISED 9/19/97 - PBC (NOTE) (E) ORIGINAL'PLATE MUST BE UNDISTURBED. T 1-2-8 10-6-0- ¢-18" 30" Typ. (E)W2.5X4 0-6-0 (P)8 -X8' (E)W2.5X4 -E' 1 8 8-0-0 IN EACH 4X2 OR V IN 04 NEW -BEARING V i, 14-4-12 J 22-6-0 Over 3 Supports R-632 W-2.75° 8-5987 W-3.5" R-521 W=2.75' X9.7C-2-`1 M_N1 � ��/ �,ptNG, DEP,4RTMENT 4PPRP* VED Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95\R Design Criteria: TPI -95 STD 18.20 CA/ -/I/ -/E/-/- Scale -.25` Ft. •'MARIINA— TRUSIEI REQUIRE EIIRENE CNE tZ FARaICAT[ON. HAR141,1. SKIPPING. 311"ALLt4t AND O^RU O uuI1G. RIFER 10 W11 -It 41NDL[n IRSTALUAG ARD 11ACISGI, PURISHED 1T IPI JIRUSS PRAT[ , TC LL 40.0 PSF REF R427--33759 31ST1TUTE. 103 O'OMIC DR.. SOITE 100. MADISON. at a311TI, rm strCTT MAXIMS PRIOR TO QA ' •PERFORMING THESE ROK13"S. VntS3 OTHFUISE IUDICAIED. TOP CHI* SHALL HAVE PROPFALT ArTACIiDTC DL 10.0 PSF DATE 09/19/97 n STIUCV014L PANELS. tOtTON CMONO SHALL HAVE A PROPERLY AUMNE0 RIM CIELIM.cItl[30 A CO" OF THIS MICH TO TIE INSTALUIIS1M CONTRACTOR. ALKII TNGIIEERED • BC DL 5.0 PSF DRW CAUSR427 97262027 PItOGCrs, IMC. SAKI, $0T OI RUPI1Stttt rag AHY a,IAtto1 Pisa ims DtSIW: ART 1AILLRE TogC LL O.0 PSF CA -EN& PBCfCWC 10KO' rIE TR1RS[s 01 t011Fon1Uttt HiIN IPI: 00 FAGRICAIIIG. RANDI.M. SHIPPING, TNSEALLATION 0tttKIND of TRtls I TNt3 DESIGI <OIIOtNS R;Til AP/LICAIIT PII7ISIORf OP 143 (RATIONAL O1S1SR 6S2�I TOTSPECIFICAT.,55.0 PSF SEQN - 6404 CORRECTORSIAL NAGE Or t0AON PUBLISMIC IT AST13 AAS3 USSROARY. EST STILL. 11CI#TPAPER I A3[ VOTED. APPLY CQUICTOR310*11SACR FACE OF RUM AMD UNLESS OTHSRHISS LOCATTO 0, TN13 DE319a. POSITION CMWECTOHS DER`.IY���DuR•FAC• 1.00 FROM MC OS/TINO$ 150. 350 AND 360 A•F. AN ENGIREEMS SEAL CM THIS CRAZING APPLIES ORY TO IK[ DESIGN Of CAL��SPACING 16.0" 01 TH[ 11USS 11EPICTED HERE A,0 SHKL ,O1 RE REINED WON 3N ART OTHER VAT. i LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. i}1 OWNERS r 1 A.P. i NAME: Y, '�/ *-Man NUMBER: PRINT LAST NAME FIRS11 -COUNTY ZONING DESIGNATION: Aty,KH3 FLOOD ZONE: A FLOOD MAP: 2 ZS/3 APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP VLE DEED INFORMATION: DATE OF CREATION: _ _ _ DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: ^ .. S'o74c MAP INFORMATION: r DATE OF,RECORDING %0 7 19 1 LOT Z BOOK ��rJ PAGE 3 COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT _ PAGE 23): YES_ NO . IF YES, MARK. APPROPRIATE ITEMS) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. . CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BEPA/D TO THEBU/LD/NG DIVISION UNLESS OTHERW/SENOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a 2O ft.building setback from right-of-way/coAt-ecline of CVL — CE—SAC. 3. Comply with Zoning code for building setback from road. X4. Maintain a 100 ft. leachfield setback from all existing wells. 5: Maintain a 50 ft. leachfield setback from 6 E o f S w l 6. Pay water tender fees in the amount of $ to Battalion. Number _ of the Butte County Fire Department. X 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. y 9. • Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stat in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. - _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seimi" safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article It of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. —20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. X21. S E45 1 Z t7 M S FO (2- SET 3, Ac -IK n -- X22. No Y)0YF-\1F6y2- y)I-s "A-f4c:l= c:)'F r1 A`C LVe! V66 AU -0 �Ney yv -T-t , N ) 0 ' o V= ISS ar- Cc, e� me cR-cEtc,-- 2 3. W I T1---1 /J 2571 A C (-t557S N'U"T s 24.M�S G "V1 7_T, Fl OV j To L_E A-ctt 14,-r ,E 425. 0 �i? 6-1 IJ f t f' 0� \/'C�-F1 I� I �C 1+ Li S AcYLj�5- W I"T"rE-lnl So' 6 P SW r4Lis 2 6.M 1 N, ► N 1 S I -i l -0 O f2- -amu, S f-��1� V �: l o o a ft-✓ F 1.00 0 e o rJTo J 12-5 � SHm w N 6 N ZS S 2�, I Z S M S �c� 12 �12�Iti U N S v 1 f-� c C o r7- S--- t-6 G i 'AI 1N3Wd013A3 N� 3 J0 A1Nn 0 l£tN 03AI3338 LD 7/96 C:\WP51 TORMS.K\BLDGPERM.CLR I CDF FIRE SAFE REQUIREMENTS i —SS— e?? — ,�)O 2 � �i�x i 7-77L AP# PERMIT # NAM Under authority of PRC 4290, the.following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [�] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other apF-_,rte:ant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [�1 2. The length of vertical -curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [ 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [�] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 iy I feet long with a minimum 25 foot taper on each end. [�] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of -3--, 't � P AP # PERMIT # NAME 1273.10 Turnouts. Driveways exceeding 150 feet in length, but 1 less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [� 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. Page 2 of 3 1273.11 Gates [�] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [�] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. k r [%] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from.411 property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [ 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi:Lal inspection of a building permit. k� Page 2 of 3 •S s AP # -002Y -S�, j774 PERMIT # INAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves ( ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: f - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof wit'r enclosed eaves Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed i0% of wall area toward property line with insufficient setback Siding from the following list: Stucco -'3 coat Hardi-Board or Plank Masonry i ,s Masonry veneer: i Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 2-7 1 soh RESIDENTIAL 041-420-055 PERMIT#97-0029 SMITH, John.& Marilyn l 3909 Clear Creek Cemetery,0roville Cont: Steve Ferreira New Pri Pool & Spa S-14 0 /9e JOB FINALED (Date) — Signature V=OK 0 = Not OK Not • = ReadyApplicable NotRMOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location-TestVWrap; / 112ft. / /Nat. or/ /"L"ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-DemandValve-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Linin lec.; Receptacles and Lighting, Distance -GA 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date -94 Card B-1 �� ,, Date Card B-1 DaCard B-1 Date Card B-1 ✓ = OK 0 = Not OK - = Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning-Setbacks-Easments-Flood-Slope RESIDENTIAL (Single & Duplex) 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date 2. Ftg., Main; Soils-Elec. Gmd.-/ ['Ftg. Depth Date 3. Ftg. Garage; Soils-Steel-Elec. Grnd/ P Ftg. Depth Date 4. Ftg. Porches & Decks; Soils -Steel-/ P Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts4Nrapped 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 6a. Hold Downs and Special Anchors Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 7. Slab, Steel -Wrapped Garage Fire Protection Framing 8. Piers -Fireplace Ftg.-Steel Property Line Firewall & Openings 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Date 11. Water Pipe; Test -Anchors -Regulator -Service Test Date 12. Electric Underground Date 13. Pienums & Ducts; Clearance -Material -Support -Ins. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies Glazing Area -Glass Protection -Skylights -Plastic 15. Access & Ventilation 16. Insulation 43. Draft Stop in Walls (rat proof) Date 44. Card B-1 Date Card B-1 Date 45. Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date 17. Water Htr.; Vent -Access -Combustion Air Baffle Date 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 67. G.F.I. & Bath Fixtures & Tub Access -Spa Date 68. Card B-1 Date Card B-1 Date 69. Card B-1 Date Card B-1 Date 70. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 46. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 37. Condensate Drain & Overflow, Size & Grade Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 38. Furnance-Vent Access -Comb. Air -Return Air Vent 115 outlet Garage Fire Protection Framing 39. Attic Access & Platform if Furnace in Attic Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 40. Sits Proper Materials & Anchors Glazing Area -Glass Protection -Skylights -Plastic 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shfing.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -W indows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 NoPWalks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE -DEPARTMENT OF-5EVAOPMENT SERVICES-BUILDINGDIVISION 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT O. APPLICATION AND PERMIT 9r7_,) 0 a� , ASSESSOR PARCEL NUMBER 041-420-055 ZONING ARMH— BUILDING PERMIT OWNER MITH, TELEPHONE SO. FT. OCC. BUILDING VALUATAMq- OWNERS MAILING ADDRESS J CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is 8760 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 108-00 ARCHITECT OR ENGINEER MARY COOLMAN DESIGNER LICENSE NO. Plan Checking Fee $ 70 20 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS AJF ENGINEERING 4905 PINTO ST, RIVERSIDE 92509 Penalty $ BUILDING ADDRESS 5-90fPERMITFEE 09 CLEAR CREEK CEMETERY RD $ 198,20 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 1 7.00 LOT NO. CLEAR SCREEK SUB PARCEL MAP Solar or heat pump water heater X 23.00 15.00 USEOFSTRUCTURE SF)p Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping X 15.00 15.00 Each gas water heater or vent X 15.00 15,00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other XI Describe Work: p00L & SPA Mobile Home I S I G W 1 920.00 PERMITFEE S 65.00 Contractor ELECTRICAL PERMIT Filinq Fee 20:00 Main Service E00v OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR SO. OR ADDING.( a ACC. BUDS. ) 3.50 FT. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES) 20 1.00 BAL .00 Ex. Occup. I FIXED PLNS OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL FTIRC 30.00 PERMITFEE $ 50.00 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier � �k MECHANICAL PERMIT Filing Fee 9 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number Z E7 (_ (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X G: __ Signature of Appli nt - ❑ Owner Contractor Date ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 313.2 HA2. I D. FEES IMP FLOOD CDF PARC HD ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to indicated above for which fees have been paid. By Date la I PERMITEXPIRESON O (Date) do work Receipt No2Q9509 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT M J—.1 r4v"�AP�s�"106v'1•.w�y`'.w"�wi�'-`�yl" �jr �'^n':•;N'1 GO)INTYOF BUTTS - DEPARTMENTO V�LOPMENTSERVICES -BUILDING DIVISION r - 7 COUNTY CENTER DRIVE : OROVILLESCALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DAT.ASHEET 0 OWNER S/y! /7_14+ c7`b14e- 2 / Z Y^.)%. No. 11207 ev-s- Proposed Building Use �% " -3� Building Inspector Date1_y ;F6 r At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY All items have been submitted. ..................................... . Plot plans, 3/4 ' , signed by preparer of plans . .......................... Complete plans�4 sets, signed by preparer of plans . ...................... 4 Engineered plans and talcs, 3/4 sets, with wet signature on plans . .............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ..................... . 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ............ 10. Fees of $......................................... 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees......................... \ Flood elevation Igtter (100 year flood} by California Engineer...... MM.... Sanitation and plot plan approval Health Department. ! )1s . 5.. City of Chico plumbing permit . .......................................... 16." Plot plan and business license approval from City, of Biggs/Gridley. .............�` a; V i 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. ........... a^.+.'� 19. Driveway permit (construction approval required prior to occupancy). .. .... �- 20. Pre -inspection for Pn Bua"�aect;°n request.... . . toilding Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... t 23. Owner -Builder Verification (Given to owner , Mail to owner ............ 24. Recorded copy of Agricultural Acknowledgement St tement. .................. 25. Letter of signature authorization. ....... 26. Copy of record ed�deed of parcel creation and 60 of way to a public road. .... . 27. Letter of intent on building use. .- ........................... 28. Mobilehome utility clearance. ................................... ....... 29. Documentation of legal icce�s. .............. . 30. Documentation of..50% subdivision developed or (A) Road improvements completed./' and (B) Parcel meets zoning area and frontage requirements . ............... .31: >Existing violations/expired permits. ................................... 32. PJp.chheck t. o .............. 33VL A:C 34. :.. When jrou issue the permit,, pr sIasfollows- Mail to owner. Mail to contractor. ' Telephone a' d hold for pickup at office. Deliver with inspector. Other Parcel Creation G Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent ! Health Dept. Fire Dept. Other Date . By The following data must be submitted prior to permit issuance 1. Index permit for above items No. 2. Additional items required: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date , Contractor,`designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by�f i ✓L Dates Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICA tON AND PERMIT ASSESSOR PARCEL NUMBER2ONIMO a y -q�0 �s s- 4� /V-3 BUILDING PERMIT OWNER TEliA-ONE. SO. FT. OCC. I BUILDING VALUATION OWNER'S MAILING ADDRESS _ r, CONTRACTOR'S NAME NE CONTRACTOR'S MAILING ADDRESS 14 Z - 6 Fireplace CONSTRUCTION LENDER UNW40WH Total Valuation $ Fling Fee $ 20.00 LENDER'S MNLINO ADDRESS Permit Fee b Q PC�-o ARCHITECT OR ENGINEER Co®� ..i ` �2 LICENSE NO' Plan Checking Fee $ (,� Z� Energy Plan Checking Fee $ ARCHITECT DR ErNE W UNG ADORE96 ,/lr I[' bS 7� .5T ��fiL'�Lsi Penalty $ BULLDINGADDRESS � r �Z �� L PERMITFEE $ 5 Z6 PLUMBING PERMIT Fling Fee 1 20.00 Each Trap 1 7.00 LOT NO. SUBDIVISION'SHAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 %S—_ USEOFSTRUCTURE SF � Duplex',Mobilehome ❑ Other 'SPECIFY Each gas water heater or vent Gas piping system 1 - 5 outlets ti/ 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: �L�3C� ���y— Mobile Home I S I GI W 1 .00 I PERMITFEE $ s-66 1 Contractor I ELECTRICAL PERMIT Filinq Fee 20.00 1 Main Service ( 'O.A OR OR LFssLESS ) 23.00 200A Main Service ( 200A To 1600A ) 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( & ACC. BLDS. ) 3.S¢ FT.. LICENSED CONTRACTOR'S DECLARATION 1 herebyaffirm under penalty of perjury that I am licensed under provisions of Chapter P `7 P 1 Y 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Llc. No.FIXED OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the fallowing reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed 6 the permit is for work of a valuation of one hundred dollars ($100) or less.) [31 certify that in the performance of the work for which this permit is issued, I shalt not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X ______ Date _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. NEW CONST. MULTI.OUTLET "o" R�tD ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS (a SINGLE 0 ET CIR. ) Ex. Occup. (OUTLET OR FORURES ) 20 Q 1•50 SAL Q .SO APPLNS. OR Ex. Occup. (ouT., (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 L CL_cr_ 3v PERMITFEE $ Contractor MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling I Hood6.50 Ventilation PERMITFEE S Contractor Mobile Home Installation Fee Is Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ j L, HAZ. D. FL=ES I IMP I FLOOD I CDF I PARCEL I Po I NO 16Su: This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMITEXPIRESON Receipt No.rD,aal 1.1-1— 1 n c o n CANARY -ASSESSOR PWK•INSPECTOR GOLDENROD•APPLICANT John & Marilyn Smith 609 E. Sacramento Alta Dena, CA 91001 Re: Single Family Residence A.P. No. 041-420-055 0 _-1-1- P_ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 Date: 5/14/97 Permit #97-0028 & 97-0829 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [x] Other: - Portions of NFPA 13D: Chapter 2 Action Required: [x] Comply with plan check list [x] Resubmit Plans sheets with revisions as necessary [ ] Submit additional calculations as necessary Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday. Sincerely 'George R. Kellogg, CEA367 Plan Check Engine cc Steve Fefreira 11829 Butte Creek Island Road Chico, CA 95928 rtix SUPPLEMENTAL PLAN CHECK LIST P.-rmit Applicant: John & Marilyn Smith Date: 5/14/97 .y Permit #97-0028 & 97-0829 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: Permit # 97-0028 Single Family Residence: 1. Supply the remaining items requested on the Permit Application Data Sheet which \ include: g26J Lfba-z> --%r A o t. GokT rwrz 1.1) Remaining impaet fees �bvtSFp 1' RM � 1u�Ni�fZ.St'� ,,1-2T Approval of project by Butte County Health Department 1.3) Driveway permit (construction approval required prior to occupancy) ?ermit # 97-0829 Fire Sprinklers 1. Provide a wa supply for the 're system which meets the req irements of NFPA 13D: Chapter 2 tions & 2-2 (see the attached excerpts from Chapter 2). 2. The sprinkler he appear have a maximum location from walls greater than allowed on the anufactures spe ' tions (page 10 of.calculations/specifications) in the living r in and bedroom #2. Please a ess is concern. The same situation exists in a garage or pendent heads intended may have less than minimum design pressur intended. Please specify specific head type to be used and address the garage 2 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7.County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT41 A# APPLICATION AND PERMIT �9' CSO a -ASSESSOR PARCEL NUMBER Q — ' ZONING AR BUILDING PERMIT OWNER i. R T704-1812 TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS TI'.A , R: ATTA DPIJAq CONTRACTOR'S NAMEn SWU r TELEPHONE CONTRACTORS MAILING ADDRESS 11829 ROM RR Q, RD Fireplace CONSTRUCTION '-ENDER UNKNOWN Total Valuation $ 8730 Filing Fee $ 20.00 LENDER'S MAULING ADDRESS Permit Fee $ ARCHRECT OR ENGINEER I" Ct) VIAN DESIGIMR LICENSE NO. Plan Checking Fee $ n Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS AN ENGINEERING 4905 PIM ST, RIVERSIDE 92509 Penalty $ BUILDING ADDRESS 3 410 y CLEAR CREEK CEMETERY RD PERMITFEE $ 193.20 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. '�,�G,NISI,O,N'S6_t.1MSK SUB jy��, ��((LL PARCEL MAP Solar or heat pump water heater X 23.00 15.00 Water piping X 15.00 15.00 USEOFSTRUCTURE SF)13 Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent g 15.00 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK a New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other R© Describe work: POOL & SPA Mobile Home I S I GI W 1 920.00 PERMITFEE $ 65.00 Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service e00V OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCURSO. OR ADONS. ( 8 ACC. BLDS. ) 3.50 FT. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( a PSINWGOER APPARATUS ) LE OUTLET CIR_ Ex. Occup. ( OUTLET OR FIXTURES ) 20 Q 1.00 BAL 0P .50 Ex. Occup. FIXED APPLNS. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PWL MEC 30.00 PERMITFEE $ 50.00 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier <twk }''n#,cil MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number rg�/_ (The above sections rieed not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. ' -- •'� X Date `2_J�__ Signature of . pli ant - ❑ Owner `l�. Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE jJ. LL TOTAL EL—P I I HAZ. I D. FEES I IMP I FLOOD I CDF PARCEL PO HO ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been paid. p B V :� C� �✓lt� Date y PERMITEXPIRESON 4� (Date) provisions to do work Receipt No Og5O9 WHITE-O.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT is i COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Ch&,.CA - (9116) 89* 1-2751 7 County Center Drive, Oroville, CA = (916) 538-7541 -4- CORRECTIOU. NOTICE - OWNER PERmir NO. A routine inspection indicates that the following violations of Butte.Z�Lnty Ordinances exist at -§ the above address and should be corrected. Please notify this offfiFe*when correction of work 1. '40— is completed. If you have any questions pertaining to this matter, ounieeW'iclditional explanation, t. please contact this office immediately. T Date '// Inspector F.EV 10/92 7— I I COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 i 7 County Center Drive, Oroville, CA - (916) 538-7541 I CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. %i L�.'l -Aor j-,& ee-,11', 75-.-,- ; '. 5-.-,- rl. Tl //_ 1:.. _/ i.. . 1, Date Inspector REV 10/92 A A a Q ao ''► 21 a • • E z $oma o S ._ B + ❑a� ' O W ESic0t, ' cv 9 E�v�e � VC rCO �" 9 we U$g • � �o LMp E 1. .0 o a s c 3 fA o ,� c• .0. 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O A U. vu r b V is W 4" W H SECTION E CERTIFICATION TWO fxflifiaation Is to be signed by a lend surveyor, englnset, or arghlleel who Is eulhatited by slate of legal law to certify elevation IMorntallof+ wh*h the eievallm Information for Zones Al -A30. AE, AN, A (with IsFE),V 1-V30,VE, and V (with 8FE) to required. C )"WWRRy efndats who aro authadved by total taw ar ordinance to provide floodplain iasnagement information, may also sign ft eaftllketlon. In the case of Zones AO and A (withoul s FEMA or community Issued 8FE). a bulding official, a propeAy owner, or an owner's rapteeenleave may also sign the eerlinearbon. Ralvenee level diagrams S. 7 and e - DialitlWahing Feetures4l the certlser Is unable to certify to btaahswey/non•btsaloway wan, VICW rye sire, 10eatlan of senrkl eoulpmenl, of as use. well openings, or unfinished area FSStute(s), then Bel ftFealwo(s) not atelttded In the CeA111callon unde(�emmenle below. The dlso►am number, Section C. Ilam 1. must still be entered. I cortify that the tnrormidion In Sections 8 and C on this eeAMCste represents my best snorts to tnterprel the dale avalls We. I u+•Qe?a1on0 that any false slalemenf may be punishable fey 11M or imprisonment under fill U.S. Code, Seellen 100 f. cr-lC- beamlzt lye 1-11C(. 37 b s- CdRfWltR* NAUG I.CEN9E NW1eEA ter AIG11 Seat i"�_'-' COMPANY RAM TME6% MAN?Ati1�, C -T- Ca• 9S9►Z 4 CITY STATE it► '` Z Sid O - 8 3 Soo 111IMTunfl O OATS Pt1pN6 Coplea Should be made of this Caft l a eemmunlly oMletal, 2) Insurance epeMroompany. and 3) bulMnip owner. COMMENTS! v» ws V 20:12 20010 Yet: a4^_IM or FILM A1sa.0e COWtwta Y The dlagmms above lYueltate the pornle al which the elevations Should be measured In A Zones and V Zonas. Elevations for all A Zones should be measurod so the top of the ►afarenge level lice?. Etevadons for 811 V Zones should be measured et the bottom of the lowest hori:onlal attuGur>tl member. Pape 2 T015 060'ON 0bTZ8£S E- NOINIWOQ GNU NOSi83808 TT:ST 66/0£/80 X HN & MARILYN SMITH 609 E. SACRAMENTO (818) 794-18121 ALTADENA, CA 91001 SITE: CLEAR CREEK CEIVIETARY RD CHICO,--CA 95926%, i i {. 'J ✓ ll ,a I .' a \A! C /'. ! i {" , : i�•I John & Marilyn Smith 609 E. Sacramento Alta Dena, CA 91001 Re: Single Family Residence A.P. No. 041-420-055 With- reference to the above subject, attached is: [x] Plan Check List i ] Red Marked Calculations BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: 1916) 538-7541 FAX: (916) 538-2140 [x] Other: - Speciale Inspection Policy - CDF Fire Safe \Requirements - Marked copy of Plan Check Letter dated 2/19/97 - Land Development Permit Clearance Form Action Required: [x] Comply with plan check list [x] Resubmit Plans with revisions as necessary [x] Submit additional calculations as necessary Date: 3/25/97 Permit #97-0028 & 97-0029 Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday. Sincerely, '"George R. Kellog, 42367 Plan Check En i r cc Steve Ferreira 1.1829 Butte Creek Island Road ;:Arthu F h 4905 Pinto Street 'Riverside- CA -92509 - 5 Fax-, (909) 369 1054-; 1 SUPPLEMENTAL PLAN CHECK LIST Permit Applicant: John & Marilyn Smith Date: 3/25/97 Permit #97-0028 & 97-0029 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: Permit # 97-0028 Single Family Residence: 1. . Provide remaining information requested in Glenn Gibbons plan check letter dated February. 19, 1997 (see circled items on attached copy). 2. Meet special conditionals of approval indicated on the attached Land Development Clearance Form. We will need a plot plan which shows the proposed structure's location relative to the setback items. This could be accomplished by meeting the requirements of item 9 in the previous plan check letter and indicating the distance not only to the.property_lines but setbacks mentioned in the Land Development Clearance Form attached. 3. Supply the remaining items requested on the Permit Application Data Sheet which include: 3.1) Remaining impact fees 3.2) Flood Elevations Letter by a California Engineer 3.3) Approval of project by Butte County Health Department. 3.4) Driveway permit (construction approval required prior to occupancy) 3.5) Recorded copy of Agricultural Acknowledgment Statement 4. There is still some confusion about the use of the space above the garage/work shop. There are two letters of intent in the file dated March 5, 1997 one saying the space is to be used as an extended work shop, the other saying the space is to be used as storage. The latest plans submitted indicate that the space is a workshop in one location and storage in another. Please indicate finally which you want and intend. If storage, design to handle a minimum of a light storage load of 125 psf plus the dead load. Include appropriate percentage of storage load in lateral calculations per Chapter 16 of the Uniform Building Code. If the space is to be a workshop it will be considered habitable space with the following up dates required: 4.1) Occupancy separation per section 302.4 of the UBC with appropriate fire rating, protected exiting (such as on the stairway and corridor to the exit) K 4.2) Revised energy calculations for the additional area that needs to be conditioned. 4.3) Additional fees for the revised occupancy classification. 5. For your information a copy of the CDF Fire Safe Requirements have been attached. These requirements will be attached to you final plans and will have to be met prior to finaling the project. 6: Structural Calculations by Mr. Arthur J. Fisch: 6.1) Page RF -2 why aren't the wdl *e same for the 24' and 20 spans? 6.2) Page C-1 the 2x 10 @ 16 for 24' span is double in the calculations but not on the pians. Which is desired.. If not to be doable please show the source of the E and Fb values used. They do not appear to be the values used in the 94 UBC/91 NDS. If necessary to meet the requirements of the 94 UBC recheck your calculations and supply us a copy of your revised calculations and any necessary design changes. Revise the plans as necessary. 6.3) For the following members please show the source of the E. and Fb values used. They do not appear to be the values used in the 94 UBC/91 NDS. If the necessary to meet the requirements of the 94 UBC recheck your calculations and supply us a copy of your revised calculations and any necessary design changes. Revise the plans as necessary. - a Page C-2, 2x 10 rafter @16 span 20' Page C-3, 2x10 rafter @24 span 17.5' 1 Page C-5, 4x12 beam span 16' (RGBM #2)�',� �jPage C-12, 4x10 beam span 14'(RB#5) Page C-16, 4x6 header span 5' (HDR#2) /Page C-18, 4x6 header span 8' (HDR#4) A-," Page C-20, 4x10 header span 12' (HL'R#6) /Page CF -2, 4x8 girder span 8' 6.4) Page GRF-1, C-6, C-8, FP -2, etc.: Revise gravity and lateral load resisting system calculations and design as necessary reflect loads required by UBC Chapter 16 for the final occupancy chosen. er" -L- 6.5)— 6.5) For the following members please show the source of the E and Fb values used. They do not appear to be the values used in the 94 UBC/91 NDS. If necessary to meet the requirements of the 94 UBC recheck your calculations and supply us a copy of your revised calculations and any necessary design changes. Revise the plans as necessary. 3 Y f r w_vNn..�wr+..e+a.rreMw�r-.a. wrw.tw....w+.+M+w Entas .wliNw.. +114w%V.c^`�'+'wdr..[at, WLNr+'r ruS�R�v—.6t.Yfedtl:n. �p u '} ,�✓ < !f . 'id 1* a� I N h 06 Page GRF-3, 6x10 span 20.5' (RB#3) Page GC -1, 2x10 rafter span 21.5' page C-2, 4x14 span 12 (RGB#1) 6.6) Basic wind speed for Butte County is 75 mph (qs, Chapter 16 UBC). Revise your lateral design as necessary to reflect this condition. 7) Show changes to engineered design on the plans. Permit # 97-0029 Pool & Spa: s� 1. For proposed Endless Pool & for spa: Provide two copies of original stamped and wet signed structural calculations and plans for pool and spa by a licensed California engineer or an ICBO approval devaluation report (or approval from a similar nationally recognized approval agency) for the pool and spa or review by project engineer for acceptance of design of pool and spa. 2. Provide pool and spa plans showing pool dimensions and depths. 3. For Spa and Swim Tank: 3.1) Provide actual dimensions of structural walls and foundation. 3.2) Provide length of dowels in wall and slab of swim tank. Include minimum clearance of steel reinforcing. 3.3) Supply engineering calculations or justification for design. 3.4) Show location and specification of drains for the swim and spa tanks. 3.5) Clearly indicate which of the Endless Pool Options are proposed for this project. Include details on the anchoring system that is to be used. 4 SPECIAL INSPECTION POLICY 1. Engineer or Architect shall identify on the plans when special inspection is required per Section 1701 of the Uniform Building Code, list the type of special inspection required and any special requirements for testing. 2. Plan check engineer will attach the "Special Inspection Note" form .to the plans indicating which items will require special inspection. 3. Plan check engineer will notify applicant and list on the data sheet that approval of the special inspector is required prior to issuance of the building permit. 4. A preconstruction conference may be required by the Plan Check Engineer to review special inspection requirements and procedures. 5. The special inspector shall be employed by the owner, architect or engineer of record, but not by the contractor. 6. Prior to our approval of a special inspector, a resume and other information may be requested to. verify the qualifications and certification of the special inspector. 7. Special inspectors shall submit reports to the Building Division stating that all items requiring special inspection and testing were fulfilled. Final report is to be submitted and approved prior to final inspection of building. SPECIAL INSPECTION NOTE In addition to the inspections required by the Uniform Building Code Section 108, a Special Inspection is required in this building in accordance with the Uniform Building Code Section 1701. Duties and Responsibilities of the Special Inspector: 1. The special inspector shall observe the work assigned for conformance with the approved design drawings and specifications. - 2. The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, - to.the proper design authority and to the building official. 3. The special inspector shall submit a final signed report to the Building Division stating whether the work requiring special inspection was, to the best of his knowledge, in conformance with the approved plans and specifications and the applicable provisions of this code. 4. The'special inspector shall advise the contractor that Building Division called inspections cannot be delegated to him, so inspections must also be made by Butte County. 5. Any change in special inspection firms made after permit issuance shall be approved by the Building Division prior to the new firm performing any inspections. 6. Special inspections are in addition to the regular inspections performed by the Butte County Building Division. County inspection approval and sign off is not to be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special inspection. Special inspection is required for the following items: [ ]Reinforced Concrete (Taking of test specimens, placement of reinforcing and placing of concrete). [ ]Structural Masonry [ ]High Strength Bolting [Welding [ ]Bolts installed in Concrete [ ]Other: June 1996 4.0 Count 4 Eli iii ti.aR - LAND: OF NATURAL WEALTH AND n -EAU T`( BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES t+� 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 , TELEPHONE: (916) 538-7541 �r FAX: (916) 538-2140 t February 19, 1997 ;Smith, John and Marilyn s, v�w 609 E. Sacramento.' " 'Alta. Dena, CA. 91001 Assessor Parcel Number: 041-420-055 Building Permit Number: 97-0028 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as -follows: Butte County Schools Impact Fee Certification form. Butte County park facility fee payment certification form. Durham Recreation and Park - - - District. _ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. C04 001- ?Gepol g Make application and obtain a permit for an automatic fire suppression sprinkler system. ` k a No development of disturbance of native ' vegetation allowed within 100of banks of clear g ear creek. Live trees within 75' access easement are not to be removed. Minimum finish floor elevation shall be one foot above the 100 year flood contours. Provide a flood elevation certificate. Pay water tender fees. it Show and identify all structures, new and existing, and usage on the plot plan. North arrow for orientation and dimensions to property lines from buildings. Submit completeen in" ne ed plans for pool and spa, permit #97-0029. Required prior to complete plan review for this dwelling due to the footing depth adjacent to the pool. 11. Sanitation and plot plan approval from the Chico office of the Environmental Health Department. 2 Driveway permit. 13. Recorded copy of Agricultural Acknowledgment Statement.- Provide a letter of intent on the building use for the garage in excess of 1000 square feet. `t� All storage areas must be designed for 125 pounds. 47P 1 LL Pull down ladder access is not permitted. RGBM#1, Span 14'-0" DF #2 shown as 4 x 12 on plans and 6 x 12 #2DF on engineering. RB#6, Span 18'-6" DF #2, 4 x 8 on engineering, indicate location on plans. F LE COPS Indicate on the plans the 4' lap in the top plate w/16d nails, use 4-16d. This is shown throughout the engineering and must be shown on the plans. Provide a clear engineered detail for the locations of the L17 -20's and the PARD -42' s. These are shown on the plans, however the Reference Drawings in the engineering are not of sufficient clarity. The 15/32" cdx w8d @ 6,12 for Line "1" & "2" on the engineering on page L-8 does not appear to be shown on the building pians. 2� The 3/8" cdx8d @ 6,12 for Line "3" on the engineering on page L-9 does not appear to be shown on the building plans. The 15/32" cdx w/8d @ 6,12 on Line "A" on.tbe engmee ' GL -2' does not appear to be shown on the buil ' 1 / 1 2 , The ply. 3/8" cdx 8d 6,6 d the151 {3 "°c`dx w/8d @ 6,12 enginee 'n on a GI - 5 in not shown on the floor of the building plans. Tib/1 /� �J�/ The %i" A.B. @ 3'-6" o.c. on Line "5" o the engineering o GL -6_ s not shown on the building plans. . The ply. 3/8" cdx 8d6,6 n Line "6" on page GL -6 of Bering is not shown on the building plans for the floor and is shown at 6,12 on the second floor. ��1✓++ The %" A.B. @ 4'-0" o.c. on Line "6" on page GL -6 of the engineering is not shown on the a building plans. 2 The adjusted square footage for the permit building valuation leaves a balance of fees of $402.87. 9 Provide for a Special Inspector of the welding and a welding certificate. R-38 attic insulation is required by the Certificate of Compliance. The insulation must be installed between the conditioned area and the storage area above the living area. Therefore, the joist in the storage area must be able to accommodate the depth required for the insulation. 4 R-30 floor insulation is required by the Certificate of Compliance. Please indicate how this will be accomplished with the 2 x 8 floor joist. 32 The Fenestration area in the Energy Certificate of Compliance does notequal the window sizes on the building pians. Please provide revised energy. This plan review is subject to additional items when it is reviewed by the Butte County Building Division engineer. If you wish to discuss any requirements, you may contact me at (916) 891-2751 between 1:00 p.m. and 4:00 p.m., Monday through T'nursday. Sincerely, Glenn Gibbons cc Steve Ferreira CDF FIRE SAFE REQUIREMENTS �- 2-F Sit / 1/0 AP# PERMIT # NAM Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. 06 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards j 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07., culvert's and other app-arteaant structures which supple- ment the roadway bed er shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [�] 1. No roadway shall have a horizontal inside radius of /\ curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. 2. The length of vert ical . curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. - [�] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270'.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 cxf - 3--, -t( 2-- s;� g 7 -yo 2-f � Z-�W_ �,Two AP # PERMIT # NAME Co 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the.driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [� 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [�] 1. Gate entrances shall be at least two feet wider than the roadway it serves.. [�] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ Y 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from. ull property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [ 1276.02 Disposal of vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi:ial inspection of a building permit. Page 2 of 3 2j,, 7A(- �,A4�j AP # PERMIT # INAME [ ] if Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof wit'_ enclosed eaves - Interior automatic sprinkler system per NEPA 13D - Glass area not to exceed 0% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer. Metal Other Butte County Fire Department approved materials. 1-13-9 i Date Signature Page 3 of 3 LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building PeimitNo. q%-.Oo,;r X &&() .SF NAME OWNERS I JAAri 4- May-, � NUMBER: `t� " PRINT LAST NAME FIRS COUNTY ZONING DESIGNATION: AAKH3 FLOOD ZONE: A FLOOD MAP: APPROVED: DEED INFORMATION: 2 2.56 CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROV PARCEL CREATION BY DEEDS OR MAP V DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: 5'0 7 4c MAP INFORMATION: DATE OF RECORDING % OL -7 LOT 2- BOOK Z .`� PAGE 3 COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES _� NO . IF YES, MARK. APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: 'ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 42. Maintain a 2O ft.building setback from right-of-way/cept:esline of C U L -SAVC- 3 X4 X5 Comply with Zoning code for building setback from road. Maintain a 100 ft. leachfield setback from all existing wells. Maintain a 50 ft. leachfield setback from 0Y26 F 0 5wA-LIC-- 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. X 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. 9. Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ — 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be Mede to the Planning Division. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. , 21. S �� IZS ►"[ S �p�L �cP�'►o� o G 7-5 S C -TI S -IS 'Tt� �j� ILcnT- �-� o I- 5T (LUCTuVL�5 Z22. No y)0j(E-\/E6Y2- Ai A—Z W Y2- A-t.[ow i w�- N oo ' o ►'� Ips aF ru e f3 --Q- ULE -El - 23. 17LIE�l W -n4-f nj I S S A C LtFSS its C M T t�(Z Y 24. L-tMC-S U`M 0S C ri C YLftCEF-V2 /9rc-f= W) LC - 6 f4 ft�t '1"1� �l�c�v�/ o LE ;11C-c.t+ 7k(LE f0, . 25. O y -r A-, fj Pq9p(20VA-C, F:V2-0^"I �3 I i.t� A -C.1 - YeoV9 0 W ITCi-(N So' 6 P SW t% -mss . 26. M 1 N, I L 1 S I-� � L-0 0 f2 � �1, S (� � �3 V 1 0 o Y a A -✓L J= L oo k9 e 0 rJT 0 J I1 -s �1 S "H -0%'v N GN IZS s 2,7, Se -e- 12 S /tel. 5- �--o vZ A-fl-eA S (2o 5A -C- -Q -j 'AI 1N3NldOl3A7 aNtll CM ;X1- C I N f ®-2 A 1 -2 3"9141-1 LD 7/96 c:tiwP511FORM5.KIBLDGPERM, CLR UNSV I TA -0 LC f:�ot2 ST ---W14-6 e Mary Coolman C_P_B_D_ & Associates POST OFFICE BOX 90727 PASADENA, CA 9 1 109-0727 (8 1 8) 285-0835 (8 1 8) 44 1-0427 FAx (8 1 8) 285-9704 MAY 8, 1997 STEVE FERREIRA 1 I :329 BUTTE CREEK ISLAND ROAD CHI :O, CA 95928 CC FOR BUTTE COUNTY BUILDING DEPARTMENT CC JOHN S MARLYN SMITH DEAR STEVE, REGARDING THE LATEST CORRECTION SHEET, DATED 5/5/07: 61 #4 INFORMATION IS ON SHEET 5, 1 AM ENCLOSING FOUR (4) COPIES OF A REVISED SHEET FIVE TO INCLUDE SPECIFIC ARROWS INSTEAD OF INDICATING TYPICAL. SINCE THIS DOES NOT AFFECT THE STRUCTURAL, I DIDN'T GET THE NEW SHEETS SIGNED BY ART. #5 INFORMATION IS ON SHEETS 5, GARAGE, AND 7 FRAMING AT THE KITCHEN. THIS IS ON THE LAST SET AND BUBBLED. FOR THE SPA AND SWIM TANK; #3. 1 SEE SHEET 18 FOR DETAILS PROVIDED BY US AND THE MANUFACTURER. IT IS INDICATED THAT THE FOUNDATION IS TO BE 6° ON ALL SIDES OF THE SPA AND SWIM TANK. THAT MAKES THE SWIM TANK FOUNDATION 8'-0° X 1 5'-0° AND THE SPA 7'-0" ACROSS THE FLATS OR ROUND IF THAT IS THE ONE THEY FINALLY GET. AS I UNDERSTAND IT, ONLY THE SWIM TANK IS PURCHASED. #3.4 SHEET 1 8 HAS THE MANUFACTURES SPECS REGARDING THE DRAIN, AS I ASSUME THE SPA MANUFACTURERS SPECS WILL TOO. YOU WILL BE BEST ABLE TO DECIDE THE BEST END AND FINAL DRAIN LOCATION AT SITE. IF YOU KNOW NOW, PLEASE NOTE IT FOR THE PLAN CHECKER, AND I CAN SEND YOU ANOTHER REVISED SHEET(S) IF NECESSARY. THANK YOU FOR TAKING CARE OF THIS. S NCERELY, MARY COOLMAN John & Marilyn Smith 609 E. Sacramento Alta Dena, CA 91001 Re: Single Family Residence A.P. No. 041-420-055 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations AV _ll _ P_ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 Date: 5/5/97 Permit #97-0028, 97-0029 & 97-0829 [x] Other: - Marked copy of Plan Check Letter dated 2/19/97 - Fire Sprinkler Plan Check (Residential) Action Required: [x] Comply with plan check list [x] Resubmit Plans sheets with revisions as necessary [ ] Submit additional calculations as necessary Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday. Sincerel --7 "George R. Kellogg,42367 Plan Check Enginey ;T cc Steve Fdrreira 11829 Butte Creek Island Road Chico, CA - 95928 Mary Coolman AJF Engineering 4905 Pinto Street Riverside, CA 92509 1 -1 i Fax: (909) 369-1054 SUPPLEMENTAL PLAN CHECK LIST Permit Applicant: John & Marilyn Smith Date: 5/5/97 Permit #97-0028 & 97-0029 & 97-0829 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: , Permit # 97-0028 Single Family Residence: Provide remaining information requested in Glenn Gibbons plan check letter dated February 19, 1997 (see circled items on attached copy). Rthe flood elevation letter by Eric Robertson, the lowest grade immediately j e building is stated as 395.8. Finished floor is to be 400.4 a difference of se provide details for the foundation to show how this difference is to be d X00 4 c��,� --O /q maining items requested on the Permit Application Data Sheet which include: Remaining impact fees t % 'r � Approval of project by Butte County Health Department Driveway permit (construction approval required prior to occupancy) Recorded copy of Agricultural Acknowledgment Statement The space above the garage/work shop is to be a workshop it will be considered habitable spat with the following up dates required: g/�I) Occupancy separation per section 302.4 of the UBC with appropriate fire ating. Indicate how this rated separation is to be accomplished, show on the plans. S Structural Calculations by Mr. Arthur J. Fisch: Page BD -1 of the revised calculations show 2x10 rafter @ 12 instead of 16. Where is this shown on the plans? Permit # 97-0029 Pool & Spa: N 1. For Spa and Swim Tank: rovide actual dimensions and specifications for the foundations. how location and specification of drains for the swim and spa tanks. Permit # 97-0829 Fire Sprinklers �/PProvide information for the circled items on the attached Fire Sprinkler Plan Check for Residential. So far all that has been supplied are calculations by Viking Plumbing. The calculations maybe complete enough but need to be checked against the fire sprinkler plan when it is supplied.. 3 FIRE SPRINKLER PLAN CHECK - Residential - 1. CON OR Proper license to take permit/ design/ install e water supply and fire sprinkler system must be designed and installed by a C-16 contractor. This design is based on NFPAI3D requirements. -The C-16 must wet sign plans (stamp is not required), provide system calculations, ana rd _-,nian actu er s specificah" .s for flie sy m componen (tanl $valves boo erz'xpump 2. ATERSJPPI Adequate source -of water ee=p�`536 of Handbook: acceptable water supply sources. Usually (d) a stored water source with an automatically operated pump. P. 535 Sec. 2=1 -says. that when stored water is used as the sole source of supply, the minimum quantity shall equal the water demand rate -times 10 minutes. Per Sec. 4-1.1 p. 555, the minimum demand rate is 13 .gpm times the number of design sprinklers required (p. 556, Sec. 4-1.2 this is 2 sprinklers). If the demand rate of the -specified sprinkler is greater, use that value. Therefore the minimum quantity of the proposed tank is: 2 X 13 gpm X 10 min. = 260 gals. ==If the tank=supplies both=the #ue stiriiilder-"sysfem and the domestic use;=5 �gpm� (Sec ;2 3 p. added o the a anarate:((2 X 13 gpm) +5 gpm) X 10 min. = 310 gals. Also a low'water'ala •activaf6�� rheri-the water level. -falls below 110% of the minimum quantity (Sec. A-2-2 p. 536). ..:..ti... _ .....�- - - .. - These values are written on the Fire Sprinkler Notes form. 2.2 Adequate pressure Q source If city water, is pressure adequate for design? If tank, min. requirement must be stated on plans. See 5. CALCULATIONS below for min. requirements. 3. PIPE ND FITTINGS 3 Type of material Se p. 545 of Handbook: 3-3 Piping. Acceptable materials shown in Table 3-3.1. CPVC is also :allowed is usually used. See the Central Sprinkler catalog for the equivalent lengths table. .2 Size of pipe e p. 566 of Handbook: 4-4 Pipe Sizing. Pipe size is determined by the hydraulic calculations provided by the C-16. See 5. CALCULATIONS below. Supports S ow requirement and placement. r h: - N '4. SPRINKLER HEADS 4.' Location per code See` p. 574 of Handbook: 4-6 Location of Sprinklers. Sprinklers are required in all. areas with 5 exceptions. These exceptions are important. 4.2 Spacing / coverage See p. 558 of Handbook: 4-1.4 Sprinkler Coverage. Maximum coverage and spacing as stated in NFPA 13D must be used unless the sprinklers are rated for greater coverage and spacing. See the manufac er's specifications for the sprinklers provided by the C-16. Type specified sprinkler head type must be; shown on the plans especially. if more than one type is used. Check the manufacturer's data for the K -value and compare to the C -1.6's calcs. 5. CALCULATIONS�� r� L 5.1 Static ® source See p. 572 of Handbook: Figure A-4-4.3(2) 'at the bottom of the page. Calculation sheet for booster pump supply systems. This information will be in the calcs provided. 5.2 Head loss - See p. 573, 567-568, 572 and: 577-578 of Handbook. P. 573 gives the calculation procedure requirements for pump systems. P. 567-568 outlines the method of calculation. P. 572, Figure A-4- 4.3(1) is a calculation sheet. P. 577-578 shows an example calculation. Most C-16 calculations are similar in format and easy to follow along and check. Verify elevation losses, losses for piping (equivalent lengths), and losses for fittings (see attached "Fitting Models" for clarification of type of fitting). 5.3 Adequate residual for head See p. 555 of Handbook: 4-1.1 Design Discharge. The required design discharge (the flow) is 18 gpm to one sprinkler (farthest from the supply) and 26 gpm for two sprinklers (in the same room farthest from the supply). (Add 5 gpm to these values for systems that supply both sprinklers and domestic supply.)_. The greater of these values or the sprinkler requirements must be used in the calcs. The C-16 must do the calculation for each case. Most designers calculate the two sprinklers farthest from the supply regardless if they are in the same room. This is conservative. P. 573 shows the calculation to determine the pressure required by each case. Q = the flow. K = the K -value of the sprinkler. The pressure provided by the system must be greater than this calculated P plus the losses (see 5.2 above). Write the design pressure requirement on the Fire Sprinkler Notes form to attach to the plans. \PLANS 6'1- A, equate plans ` Aluiforma 'on to be shown on the plans. The calcs do not need to be on or attached to the plan. Calcs are for plan heck only. Stamp one set and keep in file. 6.S 'nkler /P piping ing scheme Sow on type of sprinklers, location, length of pipe, and size of pipe. 3 Ris detail Show all co ponents included in the riser. See p. 536 for an example riser attached to a city water main. upply. system schematic S w all omponents of the supply system. (6 mp and tank specifications N RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: Jo H/V SM tT w BUILDINGPE ER: 17 02 8 PLAN CHECKER: G i B a 0 p (s A. P. NUMBER: GENERAL: Zoning requirements: (side yards and number of permitted living units). a ; -,Plans signed by designer. Proper description of work on application. r Existing violations on property. 69 Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). —7,-. Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Woks f 'k�(ZAM1V O µ Pc.aT ?LA -i ` Setbacks, side yards, easements, etc. If Other buildings or structures. 1`40(4 L Silo td of 4. Grading, fills and/or drainage. , , • _ r 5 • - Flood hazard. r �. i Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.).,, , t7/ F.A.U. & F.A.S. road setBack`01* Building or utilities across lot lines (Record form). _ l FLOOR PLAN: ' Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). 3� � Com` Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). STNM Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. 1� Garage firewall, door size and closer (Section 302.4). Minimum of one TO" exterior door (Section 1004.6). �2. Fireplace and wood stove location, alcoves and clearance. 1(. Smoke detectors (Section 310.9.1). l,e Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: y Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). 2t.*' Standard bracing or engineered design (Section 2326.11.3). ,! Clerestory requiring balloon framing and/or engineering. A_! �, Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. STo 0 G E ( CSS (,13 S , Elevations and wall construction details complete enough to construct building. 8,00' Roof construction details complete enough to construct building. 9l Rafter ties or bearing ridge beam. le Fireplace construction details and calc. if necessary. 1 e Garage door and/or porch header sizes. U2� Stud heights. 13"' Adobe soils - special foundation design. 1e Retaining walls requiring design. 16! Special Inspection requirements. 1 V Header size. 1,'! Sheetrock nailing inspection required? July 1996 3.2 MISCELLANEOUS ITEMS TO LOOK OUT FOR: a Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). a! Brick or stone veneer (Section 1403). p! Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). bri -Roof covering type - (fire hazard). fj Foam insulation -'protection. i T V 36" halls and stairways. V Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, yc� Two exits on three - story dwellings (Section 1003). 14. Underfloor access and ventilation (Section 2317.7). IZ Attic access and ventilation (Section 1505). 13-. Combustion air for fuel burning appliances - L.P.G. requirements. 14. Noise requirements on duplexes. Energy design. 16. Flashing at all exterior openings. C.D.F.,responsible area.requirements... , ! . , ;, • t, ` 7 - GK FL 00(4 FOIZ SToQgG) A 6OUt GA(ZAGiE.) l=ofL 125c.Q5, ACcEss NOT PE Srr`Ea, �' �>✓s`6K F�oo2 �oTt 5109-AGIL A'3*QE c NIAIG 2m, Foo lZS ct3s, July 1996 3.3 M! All construction shall be done in accordance with plans as approved by this office. If structural or other significant code related changes to the plans and the construction are proposed, the following procedure must be followed prior to allowing the change: 1. If the plans are prepared by a registered engineer or architect, the plan change must be resubmitted for approval with the consent of the engineer or architect. 2. If the plans are prepared by other than an engineer or architect, the plan change must be resubmitted for approval. 3. If the change is simple enough to not require resubmission of the plans, the changes may be made verbally through our plan checkers. 4. Energy revision will require resubmission of energy design compliance and documentation. NOTE: In all cases, both.the job set of plans and our st of plans the plans. must show the approved changes even if only accomplished by a written and initialed note 0 When taking in revisions, charge for one hour ($46.00) for most revisions. Occasionally there will be major changes that will require more than one hour $4�6g00 before a acceptie, those be nged thepcordingly lansfor by the plan checker. However, collect the minimum -evision. Also there will be times when a ym minor change or two trusses�Thisay involve one. type of minor beam change or maybe a door or window change orone change may be charged at 1/2 hour (or $23.00) only, if revised elan is clear of exact change to be made, without client having to explain the change to you. 0 "There are very few changes that can be done in 1/2 hour because of your time at the counter, our time pulling AP. files, pulling original plan, comparing new with old, checking proposed change, re -filling A.P. jacket and plans,making deosit, etrS. Th-efore,ccollect enough money to cover the /' ( ,A A, A , 1..'a, DATE: 6-10-? pe;•mit Number' [ ..]Residential [ ]Non -Residential Received by:Re-_�Receipt #: [ ]From Data [ ]Requested by Plan Checker[ ]Engineering[ Other: felt 1Requested by correction notice: Item: Location in building where change When approved, process as follows: [ ]Mail to owner: [ ]Mail to contractor: _ St'Q-V'Q- office. and hold for pickup at f ]Deliver with next inspodtion. ql �0\� �. REVISED P CHE - S PAID f $23.00 [ ]$46.00 [ ]Additional fees not r equired i J off' .3 eA ` za /v C LEQ2 �' j�c�/C C er�e�2►� ��st �% Z, C oho) {- /z c os Y,CAx. vto U14 -C- e, S-UKchrAA �. I I CONCRET3 3:21 PM ------------------------------------------------------------------------ Rev 9-21-93 Concrete retaining wall 6/ 3/97 ------------------------------------------------------------------------ Description >>Typical retaining wall at perimeter of dwelling ------------------------------GENERAL DATA ------------------------------ Wall type > 2 1 => Supported 2 => Cantilevered Lateral load type> 2 ;1 => Wind/earthquake 2 => Soil pressure Backfill slope > 0 Horizontal 0 Vertical Soil weight > .110 kcf -------------------------------- LOADING --------------------------------- Wdl minimum > .000 kips/ft Wdl + Wll maximum > 1.000 kips/ft Equivalent fluid pressure >. .030 kcf v Sloping backfill surcharge> .000 kcf Total EFP >. .030 kcf Surcharge height > .000 feet Surcharge Distance Surcharge P Comment to wall height -------------------------------------------=- .000 3.000 .000 Uniform lateral load >: .000 ksf Earthquake/wind loading -----------------------ALLOWABLE DESIGN STRESSES ------------------------ ***Soil*** Class of materials 4 5 Input Allowable passive (vert.) >: 1.000 ksf 1.500 Allowable passive (horiz.)> .100 ksf/ft depth .200 Lateral sliding coeff. > .000 I .350 ---Concrete--- V c > 2.500 ksi fy > 40.000 ksi v Es > 29000000psi m > 18.824 -------------------------------WALL DATA -------------------------------- Cantilevered wall may use varying thickness segments Segment wdl Actual t Actual d Max. d 1 .000 to 6.000 .45;0 ' 6.000 /3.000 3.500 2 .000 to .000 .000 .000 .000 .000 3 .000 to .000 .060 .000 .000 .000 Segment b+d-2 M Factor Mu Mn As 1 108.000 1.080 1.700 1.836 2.040 .216 2 .000 .000 1.700 .000 .000 .000 3 .000 .000 1.700 .000 .000 .000 • f J ---------------------------WALL REINFORCING ---------------------------- Segment 1 Horiz. As min. > .180 in"2 Vert. As min. > .108 in"2 Calculated As > .216 in -2 Vertical Horizontal #4 at 10 in. o.c. #4 at 13 in. o.c. #5 at 16 in. o.c. #5 at 18 in. o.c. #6 at 18 in. o.c. #6 at .18 in. o.c. #7 at 18 in. o.c. #7 at .18 in. o.c. #8 at 18 in. o.c. #8 at 18 in. o.c. Segment 2 Horiz. As min. > .000 in'2 Vert. As min. > .000 in'2 Calculated As > .000 in -2 Vertical Horizontal #4 at 0 in. o.c. #4 at 0 in. o.c. #5 at 0 in. o.c. #5 at 0 in. o.c. #6 at 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. #7 at 0 in. o.c. #8 at 0 in. o.c. #8 at 0 in. o.c. Segment 3 Horiz. As min. > .000 in'2 Vert. As min. > .000 in"2 Calculated As > .000 in'2 Vertical Horizontal #4 at 0 in. o.c. #4 at 0 in. o.c. #5 at 0 in. o.c. #5 at '0 in. O.C. #6 at 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. #7 at 0 in. o.c. I #8 at 0 in. o.c. #8 at 0 in. o.c. 1 -=----------------------------FOOTING DATA -----------------7-------------- Toe length > 1.830 feet Safety factor > 1.995 Heel length > .920 feet Soil pressure > .981 Minimum footing length > .000 feet ctual footing length (L) > 3.250 feet ooting depth > 12.000 inches ----- -----------OVERTURNING AND SOIL PRESSURE-------=------------- Consider ftg depth for gross OTM and sliding ? (YIN) > Y Overturning moment (OTM) > 1.715 ft -kips W Arm Moment --------------------------------------------------------------t-------- Wdl min. .000 kips 2.080 feet .000 ft -kips Wdl+Wll 1.000 kips 2.080 feet2.080 ft -kips Segment 1 .450 kips 2.080 feet .936 ft -kips Segment 2 .000 kips 2.080 feet .000 ft -kips Segment 3 .000 kips 2.080 feet .000 ft -kips Soil .607 kips 2.790 feet 1.694 ft -kips !Ftg .488 kips 1.625 feet .792 ft -kips ----------------------------------------------------------=------------- EWdl min> 1.545 kips EMdI min) 3.422 ft -kips ,EWdl+W11> 2.545 kips EMdl+Wll> 5.502 ft -kips I ---------------OVERTURNING AND SOIL PRESSURE CONT.--------------- EMdl min./OTM > 1.995 > 1.5 <OK> Eccentricity (e) > .137 feet <A/2-(EM-OTM/EW)> L/6 > .542 feet L' > 4.465 feet <3*L/2-e> Resultant within middle third of footing Maximum soil pressure > .981 ksf <EWtl/A + 6*Wtl*e/A'2> Minimum'soil pressure > .585 ksf ----------------------------HEEL/TOE DESIGN -------------------=--------- ---Heel design--- 'Heel length > .920 feet M > .279 ft -kips d > 8.000 inches As min > .026 in"2 #4 at 48 in. o.c. #5 at 48 in. o.c. #6 at 48 in. o.c. #7 at 48 in. o.c. #8 at 48 in. o.c. ---Toe design --- Toe length > 1.830 feet Max soil pressure > .981 ksf Soil pressure at face of wall > .579 ksf M mag at face of wall > 1.418 ft -kips d > 8.000 inches As min. > .135 in -2 #4 at 17 in. o.c. #5 at 27 in. o.c. #6 at 39 in. o.c. #7 at 48 in. o.c. I #8 at 48 in. o.c. I -------------------LONGITUDINAL FOOTING REINFORCEMENT-----=--=---------- As min. > .936 in'2 5 ;#4 bars 4 #5 bars 3 #6 bars 2 #7 bars 2 '#8 bars E ---------------------LATERAL SLIDING ---------------------------- Rt > .000 kips/ft Rb > .735 kips/ft Lateral sliding coeff. > .000 .000 kips/ft Lateral sliding resistance> .130 .423 kips/ft Allowable passive pressure . > .100 ksf/ft depth Lateral passive pressure provided > .050 kips/ft (Footing only> Net resistance provided > .473 kips/ft. (Footing only> Factor of safety > .643 NO GOOD! Concrete slab at base of wall ? > Y Thickness > .000 inches Width of slab > .000 feet Resistance provided by slab > .000 kips/ft Totalresistance > .473 kips/ft Shear key must provide > .630 kips lateral resistance Equivalent depth of shear key > 4.321 feet (Maximum 15'> Allowable passive pressure > .432 ksf (at base of key> Allowable passive pressure > .565 ksf <at bottom of key> Shear key required depth > 16.000 inches Shear: key moment > .463 ft -kips Shear, key thickness > 8.000 inches d > 4.000 inches As m. > .088 in -2 i 4 at 26 in. o.c. #5 at 41 in. o.c. #6 at 48 in. o.c. I #7 at 48 in. o.c. #8 at 48 in. o.c. -------------------------------------------------------------------=---- I I i i I � 2- ksslSAOf on the job at all 3firnes �nd if is unlawful to Ui 0.Ae any chang'es or alierafidns on same withoutiften Permission from the Department of Pu6idoBUMWILDING DF -PAR -N'466pl- . - - t � I ?V r2lvi-L-tick V- \| --���q ao''0.� / / ~ 'u . | ~1 | � . . '� / REINFORCING STEEL 1. Reinforcing steel to conform to ASTM A615 and be intermediate grade deformed bars - type N, grade 40. 2. Unless noted, reinforcement bars to be lapped minimum 40 bar diameters. I Bends in reinforcement shall be in accordance with ACI 318- 86. 4. All dimensions shown for locations of reinforcing steel are to face of bar and denote clear coverage. Unless specifically noted otherwise, concrete coverage shall be 3" where concrete is placed directly against earth, and 2" where concrete is exposed to earth but is against forms. Slabs on grade shall have reinforcing at mid -depth unless otherwise noted. 5. Splices in continuous reinforcing shall have a lap of 40 bar diameters minimum in concrete construction except where shown otherwise. Horizontal laps in adjacent bars shall be staggered 5'-0" minimum. Vertical bars shall be one piece full -height. 1 a ��TTE COUNTY BUILDING DEMRTMENT p�C)!lE�� REINFORCING STEEL 1. Reinforcing steel to conform to ASTM A615 and be intermediate grade deformed bars - type N, grade 40. 2. Unless noted, reinforcement bars! to be lapped minimum 40 bar diameters. 3. Bends in reinforcement shall be .in accordance with ACI 318- 86. 4. All dimensions shown for locations of reinforcing steel are to face of bar and denote clear coverage. Unless specifically noted otherwise, concrete coverage shall be 3" where concrete is placed directly against earth, and 2" where concrete is exposed to earth bit is against forms. Slabs on grade shall have reinforcing at mid -depth unless otherwise noted. 5. Splices in continuous reinforcing shall have a lap of 40 bar diameters minimum in concrete construction except where shown otherwise. Horizontal laps in adjacent bars shall be staggered T-0" minimum. Vertical bars shall be one piece full -height. ' L,UTTf- COUNT WILDING ®EPARTMENI I &ppROVED, ro RETAINING WALLS 1. Retaining walls shall have a back drainage system consisting of, as a minimum, drainage rock in a filter fabric (e.g. N irafi 140N),with at least three inch diameter perforated pipe laid to drain by gravity. The pipe should be rigid perforated pipe ABS with SDR of 23.5 or better. Flex pipe is not permitted. Pipes with perforations greater than 1/16 inch in diameter shall be wrapped in filter fabric. A bentonite seal should be placed at the connection of all solid and perforated pipes. All back drainage shall be maintained in a separate system from roof and other surface drainage. 2. Retaining walls which are adjacent to living areas should have additional waterproofing such as three dimensional drainage panels: and moisture barriers (e.g." Nvliradrain 6000" panels and "Paraseal" ) and the invert of the drainage pipe should be a minimum of four inches below the adjacent interior finished floor elevation. The heel of the retaining wall footing should be sloped toward the hill to prevent ponding of water at the cold joint. The back slope of the retaining walls should be ditched to drain to avoid infiltration of surface run off into the back drainage system. I I February 19, 1997 Smith, John and Marilyn 609 E. Sacramento Alta. Dena, CA. 91001 Assessor Parcel Number: 041-420-055 Building Permit Number: 97-0028 ,butte C LAND CF NA TU RA I. \HEALTH AND Br - Ali; Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 536.7541 FAX: (916) 530-2140 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: FILE COPY Butte County Schools Impact Fee Certification form. Butte County park facility fee payment certification form. Durham Recreation and Park i District. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. Make application and obtain a permit for an automatic fire suppression sprinkler system. No development of disturbance of native vegetation allowed within 100' of banks of clear 1 _ creek. Live trees within 75' access easement are not to be removed. 0 Minimum finish floor elevation shall be one foot above the 100 year flood contours. Provide a flood elevation certificate. 8. Pay water tender fees. a�9" Show and identify all structures, new and existing, and usage on the plot plan. North arrow for orientation and dimensions to property lines from buildings. X1.0 Submit complete engineered plans for pool and spa, permit #97-0029. Required prior to complete plan review for this dwelling due to the footing depth adjacent to the pool. Q-0 Sanitation and plot plan approval from the Chico office of the Environmental Health Department. Driveway permit. ' Recorded copy of Agricultural Acknowledgment Statement. Provide a letter of intent on the building use for the garage in excess of 100.0 square feet. y5. All storage areas must be designed for 125 pounds. Pull down ladder access is not permitted. RGBM#1, Span 14'-0" DF #2 shown as 4 x 12 on plans and 6 x 12 #2DF on engineering. j$ RB#6, Span 18'-6" DF #2, 4 x 8 on engineering, indicate location on plans. FILE COPY 19. Indicate on the plans the 4' lap in the top plate w/ 16d nails, use 4-16d. This is sho throughout the engineering and must be shown on the plans. wn 20. Provide a clear engineered detail for the locations of the LTT-20's and the PARD -42's. These are shown on the plans, however the Reference Drawings in theengineering are not of sufficient clarity. 21. The 15/32" cdx w8d @ 6,12 for Line "I" & "2" on the engineering on page L-8 does not appear to be shown on the building plans. 211 The 3/8" cdx8d @ 6,12 for Line "3" on the engineering on page L-9 does not appear to be I shown on the building plans. 23. The 15/32" cdx w/8d @ 6,12 on Line "A" on the engineering on page GL -2 does not appear to be shown on the building plans. The ply. 3/8" cdx 8d @ 6,6 and the 15/32" cdx w/8d @ 6,12 on the engineering on page GL - 5 in not shown on the first floor of the building plans. 25''r The %2" A.B. @ 3'-6" o.c. on Line "5" on the engineering a /building plans. g g on page GL -6 is not shown on the 26-:-e ply. 3/8" cdx 8d @ 6,6 on Line "6" on page GL -6 of the engineering is not shown on the 2y7'�building plans for the first floor and is shown at 6,12 on the second floor. The %2" A.B. @ 4'-0" o.c. on Line "6" on page GL -6 of the engineering is not shown on the building plans. 28. The adjusted square footage for the permit building valuation leaves a balance of fees of $402.87. �o `Z ,t UV aP &rte. mil Provide for a Special Inspector of the welding and a welding certificate. .30. R-38 attic insulation is required by the Certificate of Compliance. The insulation must be installed between the conditioned area and the storage area above the living area. Therefore, the joist in the storage area must be able to accommodate the depth required for the insulation. 3°l.. R-30 floor insulation is required by the Certificate of Compliance. Please indicate 3/ will be accomplished with the 2 x 8 floor joist. how this The Fenestration area in the Ener Certificate Energy of Compliance does not equal the window sizes on the building plans. Please provide revised energy. 'his plan review is subject to additional items when it is reviewed by the Butte County Building Division engineer. If you wish to discuss any requirements, you may contact me at (916) 891-2751 between 1:00 p.m. and 4:00 p.m.., Monday through 'Thursday. Sincerely, Glenn Gibbons CC Steve Ferreira Review, City of Chico BD -1 Reviewer, George Kellogg X6.1 ated, 3/25/97 The 20' is without *ceiling, although not used, the note should have read without ceiling. 6.2 The 2x10's should be doubled. N showm on drawings? /6.3 See new revised calculations. C-2. Change rafters over Kitchen to 2x10's @ 12. see below. (Repetitive member) Allow stress for 2x1 Ws F b := 875.1. l - 1.15 F b = 1.107.103 From Sheet C-2. actual stress, 998 psi 998 = 0.902 understressed 10% 1107 2x10's at 16 ok. OAllow hange rafters over Garage to 2x10's@ 16. see below. (repetitive member)) stress for 2x1 O's F b := 875.1.1.1.15 F b = 1.107.103 w� From Sheet C-3. actual stress,1156 psi 1156 = 1.044 overstressd 4.4% 1107 Use 2x1 O's at 12. See C-2. 4 C-5. Change Ridge Beam, RG 2, over Kitchen to 6x12 Allow stress for 6x's F b :=1350 See Table 23-5-A-4. From Sheet C.Aoment=7173 ft. lbs. M:=7173 Section Modulus for 6x12=121.23 f b:= M' 12 f b = 568.018. ok < F b 121.23.1.25 /C-12. Change RB 2, over Dining roon and outside porch to 6x10 Allow stress for 6x1 O's F b := 1350 See Table 23-5-A-4. From Sheet C-12. Moment=7181 ft. lbs. M := 7181 Section Modulus for 6x10=82.73 f b :=M' 12 'f b = 833.284 ok < F b 82.73.1.25 W wf 2 -I- �� 'r1� �C-16. BD -2 Change HDR 2, at breakfast nook. Allow stress for 4x6's F b := 875.1.3 F b = 1.138.103 From Sheet C-16. Moment=2016 ft. lbs. M:=2016 t Section Modulus for 4x6=17.65 f b :=M' 12 f b = 1.097- 10 3 17.65.1.25 ok, no change necessary C-18. Change HDR 4, at Master Bedroom. Allow stress for 4x6's F b := 875.1.3 F b =1.138.103 From Sheet C-18. Actual Stress=1023 psi ok, no change necessary / C-20. Change HDR6 , next to entry. . Allow stress for 4x6's F b :=.87 5.1.3 F b = 1.138.103 From Sheet C-20. Actual Stress=886 psi ok, no change necessary II/CF-2, Floor Girders. Allow stress for W's F b := 875.1.3 F b =1.138.103 Actual stress, see CF -2=1149 psi 1149 =1.01 only 1.0 % overstressed ok Fb 6.4 See below. GC -1. Garage Ceiling Joists, Allow stress for 2x10's F b := 875 1.1 • l .15 F b = 1.107.103 Actual stress, see GC -1=1146 psi 1149 = 1.038 only 3.5%overstressed ok F GC -2. RGB-1, Garage'Ridge Beam Allow stress for 6x'1 2'.s F b :=1350 Moment, see GC -2, M=1075 psi f,b := 10075• i 2 fb = 997.278 121.23 Q�OVESS1ONqJ J. 6x12 ok delete 4x14 option. 140.1710 Z �. EXP. 3.31-01 a v ir�rTTRUCI�Q.o��Q F OF CA�-�� BD -3 GC -3. RGB-2, Garage Dormer, Ridge Beam Allow stress for W's F b := 875.1.3 Moment, see GC -3, M=1973 psi fb := 1973• 12 30.66-1.25 1,b =617.769 4x8 ok, no change required. GC -4. RB -1, Garage Dormer carrying beam, each end. Allow stress for.4x1O's F b= 875.1.1.1.25 Actual stress see CG -4=445 psi 4x10 ok, no change required. GC -5. RB -3, Garage Dormer carrying beam, each side. Allow stress for 6x10's F b := 1350 See Table 23-5-A-4. Actual stress see CG -5=1232 psi 6x10 ok, no change required. GC -6. Garage Floor Joists, Allow stress for 2x1 2's F b := 875. 1.0- 1.15 1- b = 1.006.103 Actual stress, see GC -6=964 psi 964 < F b ok GC -7. GH -1, Parallam ok GC -8. GH -2, Allow stress for 4x14's F b := 875-1.0-1.25 F b = 1.094. 10' Actual stress, see GC -8=1068 psi No change required,.1068 < F QROFFSSIoy / No change in FP -1 & FP -2 ��cs 1 6.5. See 6.4 above. �IT No. 710 z E xp. 3-31-01 X6.6 See revised calcs. L-1 thru L-8 and GL -1 thru GL -7. .�quCT�P y See drawings. OF CP. \FO Review by Glenn Gibbons, dated 2-19-87 24 & 26. There is no such thing as shear wall with a spacing of 6, 6. 1 have revised the calculations to show it correctly. 6, 12. This is,what is indicated on the drawings. I have done away with the welding therefore there is NO CONTINUOUS INSPECTION. See Detail M & N Sheet 10. A GL -6 Anchor bolts each wall 1210 1.33 spac := spac = 3.514 - v52 Use min. 112" A.B. @ 3'-6" o.c. Overturning len:=3 OTM:=vOen•7 OTM =4.808.103 wall := 10-10-len 2 wall = 450 2 • 2 roof := 17 + 2 .20.1en. (2 ) roof = 945 ^ - 2 uplift := OTM— .67. (wall) p uplift =1.502.103 Use PARD -42 Ft. len Overturning len :=18 OTM :=v 5•len•8 OTM = 3.297.104 13.15•len2 wall := wall = 3.159.104 2 2 roof : = 13 20• len roof = 2.106.104 ` F) 2 u lift := OTM— .67•(wall +roof) p uplift =-128.095 No uplift len 36 Line "6" v := v' w ew 2 v = 195.489 6 6 Use ply. 3/8" cdx 8d @ 6+3+ 10 + 6 + 3 6Xv=264 psi V Anchor bolts, each wall spac:= 1210.1.33 ' spac =4..116 ' v 6.2 Use min. 1/2" A.B. @ 4'-0" o.c. Overturning len :=3 OTM :=v6•len•4 w OTM = 2.346.103 , 13-15-len 2 wall := wall = 877.5 2 OTM—.67. (wall) uplift : = uplift = 585.983 Use PAHD-42 len QQOFESSIOJV U) Q�ra s dtrR(ICZv�� qTF OF CAS-��C GL -2, Rev. 3/8197 Provide shear walls @ lines "A", "B" & "C", 20.5 WW ns 2 "3/8" cdx 8d, 6,12 Line "A" v a ;= v a= 217.318 psi 2.5 + 3.5 + 3.2 v=p 20.5 W w -ns' 2 diaph-a := (36) diaph_a =72.439 Use 15132" cdx w/8d.@ 6,12 v=255 psi chord : = w 20.52 chord = 371.252 w_ns 8.36 use 4' lap in top chord plate w/16d nails no_nai13 107.1.33 no -nails = 2.609 use 4-16d min. Anchor bolts, spacing := 837 spacing =3.851 Use 112" @ 3'-6" o.c. V Overturning len := 2.5 OTM := v a•len. 7 OTM = 3.803.103 wall := 10.15•len 2 wall = 468.75 2 2 roof : = 20.5 t 1- 11 20.11en roof = 703.125 floor :_ �20.5� 9. lent floor =288.281 2 2 uplift OTM- .67•(wall + roof +floor) 3 p - uplift =1.13-103 PAHD-42 w/12 -16d, F=1400# len Q9.oEEssrop4 y t Na 1T10 Z a � W Exp.3►31-01 a S Pv �`sr�r AUCtv�oQ� ., F OF --------------- r .... r i z •n/iN E w A-' l i � ' t� -�--- i �v� rte• e• -o I I I --- I I I rJ/..G Ij Irt1��� C R.Ww • Co i r i =rlOj C-ITK UNIT -To - i pi C) WALL ! I-It t V ty, ; GTR UNIT t._._.... --- i. d }' — - - -fill— ' � ., 1'a �p . ;drrltliii :�iCi''T,'�� _ �l � � ' �• I' � J L Ll LJ IT Sa !'1 Wt c 14 aL -.. 00 u net i i v' L Id C.L. ! o t , �• act:: � :' ' i % ' � . \ � L ii r 1:00� tBLZ Q 1 t r N W',1 3".. .... �. c. -ems _ -- - ......-. - - - •---..__ ---------- -- -- �-- or --- ., ..3U:i:;7-ItA ius; G,o11 Llan 7!�i; vGr.+ixre:'.;' fflEE 1.8*2254M u? JOB ARTHUR J. FISCH JP W STRUCTURAL ENGINEER SHEET NO. OF i Z 4905 Pinto ST. CALCULATED BY DATE W(909) RIVERSIDE, CA 92509 369-9355 FAX (909) 369-1054 CHECKED BY DATE I I I I )' SCALE 1 2 3 4 5 6 7 8 1 2 3 a 5 6 7 8 1 2 3 n 5 6 7 8 1 2 3< 5 6 7 8 1 2 3 4 s x. r. a e r a. . .. ... ., ..3U:i:;7-ItA ius; G,o11 Llan 7!�i; vGr.+ixre:'.;' fflEE 1.8*2254M RECEIVED MAR 181997 BUTTE COUNTY BUILDING DIVISION L-1, "rev. 4/7/97 LATERAL, See D-1 & D-2 "WIND Rev. from 70 mph to 75 mpKb6pps-drd6'C"C e20:= 1. 13 C e25 :=1.19 up to IS ft. Ce=1.06 Cq:=1.3 qS:=14.5 I P 15'=Cel5'Cq'gs'I..., p 15=19.981 P 20 = C e20' C q' q S.1 P-20=21.301 5.26 = 130 p 25 :=C e25'C q•q:S•I P25=22.432 North-South , between A& E area 20 := 5 area 25 := 2 area 15:= 5 + 2 . area 15 = 9 W w—ns := area 20•p 20+ area 15'p 15 + area 25•p 25 w w ns = 331.195 W w ae ns .=w w ns W w ae ns = 331.195 North-South, between E & F area 20 := 3.5 area 20 = 3.5 area 15 :=5+ 8 2 area 15 = 9 w w, ns := area 20•p 20 + area 15'p 15 w w ns = 254.381 W w of ns = W w ns w w of ns = 254.381 Q�oFEssroN a No.1710 s m Seismic. Rw=6, plywood aE q.3 -M -M M acc := .183 pv `* walls, acc=.183 sr � roof := 45.20 roof = 900 sr RUCty ATF wall—i : = 3.8 8 .4 wall—i = 48 OF � 2 — wall x := 2.8.15 wall—x = 120 _ 2 _ w ew := (roof+ wall_i + wall_x). acc w ew = 195.444 Wind governs Wind governs North & South 32 rev. 4/7/97 L-3 W w ae ns— Line "B" vb := vb =331.195 Use 318" cdx w/8d @4,12v=384 psi 16 32 "NC ✓ w w ae ns'2 diaph_b := diaph_b =132.478 Use 15/32" cdx w/8d @ 6,12 v=255 psi (40) "NC 2 chord:= w w, ae ns' 32 chord = 1.009.103 - - 8.42 use 4' lap in top chord plate with nails no -nails := no -nails = 7.093 use 6-16d nails min. "7 107.1.33 "Change to 7 Anchor bolts, spacing spac := 1260. 1.33 spac = 2.53 Use 1/2" anchor bolts @ 3'-0" o.c. 2'v b "Change to 2'-6" Overturning len := 16 OTM :=vb-len•7.75 OTM =4.107.104 wall :- 10.13•len 2 wall = 1.664.104 2 z roof : _ (1.33).20. len roof = 3.405.103 2 uplift := OTM- .67. (wall + roof) uplift =1.727.103 Use LTT-20 len � "NC 38 W w_ae_ns' Line "C" v c := 2 v c = 224.739 Use 3/8" cdx w/8d @ 4,12 v=260 psi 10.5 + 5.5 + 12 Q�6FESSIOIV, / "NC �JA .J.. 38 , / "' w_ae ns' 2 VVV r Q N0, 1710 S diaph_c := diaph_c =157.317 Use 15/32" cdx w/8d @ 6,12 v=255 p P 31.01 (40 ) W E* 3- "NC a sr rRUCII �,\Q qr - chord.- w w ae ns20 2 chord = 487.051 RB#1 @ north & top plate @ south OF CA�`� - 8.34 use 4' lap in top chord plate with nails no -nails := no -nails = 3.422 use 6-16d nails, min. 107.1.33 rev. 417197 L-4. Anchor bolts, spacing spac :=1260. 1.33 spac = 3.728 Use 1/2" anchor *NC 2'vc bolts @ 3'-9" o.c. Overturning len := 5.5 OTM := v •len• 8 OTM = 9.889.103 wall := 10.13•len 2 wall = 1.966.103 2 q. 2 roof : = (1.33).20. len roof = 402.3 25 2 wall_retum := 10.3.13•len wall return =2.145.103 uplift :_ OTM- .67•(wall + roof + wall _return) 3 p uplift = 1.248.10 Use LTT-20 len 36 *NC W w_ae_ns2 Line "D" vd := vd = 170.329 Use 318" cdx w/8d @ 6,12 v=264 psi 6+20+3+6 36 *NC W w ae ns— pFESS�p diaph_d := 2 diaph_d =119.23 Use 15/32" cdx w/8d @ 6,12 v=255 psi QR Nq *NC, ,off 2 Q No. 1710 .s m chord: = w 16 chord =192.695 Exp. 3-31.01 w_ae_ns� 8.55 s9 Q► �'e A U�SV use 4' lap in top 9rFC plate with nails no—nails := chord no nails = 1.354 use 6-16d nails, min. OF A1. 107.1.33 - Anchor bolts, spacing spac := 1260. 1.33 spac = 4.919 Use 112" anchor bolts @ 5'-6" o.c. 2•vd Change to 5'-0" ` Overturning 'len': 3' OTM:=vd-len•8 OTM=4.088.103 2 wall := 10 -8 -len wall = 360 1 2 roof : = (1.33)• 20• len roof = 119.7 2 uplift := OTM- .67•(wall +roof) uplift = 1.255.103 Use LTT-20 *NC len L-6 rev. 4/7/97 lib :- OTM- .67•(wall + roof +return) uplift = len uplift = 896.552 Use LTT-20 LATERAL North-South WIND 75 mph exposure "C" C el5':=1.06 C e20 := 1.13 C e25:= 1.19 up to• 15 ft. Ce=1.06 Cq:=1.3 qs:=14.5 I:=1 P 15 :=C el5'C q'q s'I p 15 = 19.981 area 15 := 13.58 area 15 = 754 P 20'=C e20' C q' q s• I p 20 = 21.301 area 20 : = 2.5:33 area 20 = 82.5 P 25 : = C e25' C q' q s• I p 25 = 22.432 area 25 : = 4.5 area 25 = 4.5 F w_ns : = area 20'p 20 + area 15' p 15 + area 25'P 25 F w ns = 1.692.104 F W_ns N' w_ns := w w_ns = 291.792 POVESSIO& 58 BJP J. ��SFac r�� 02 Seismic. Rw=6, plywood ace :=.183 n� 'zyp1710 m , a n+ walls, acc=.183 w Exp. 3-31-01 M roof := 106.20 roof = 2.12.103 C;� v {'P '9IjCiV�o wall_i :=7.6.4 wall i = 168 TF OF CAS wall -x :=2.8.15 wall = 120 _ 2 _ -x W ns := (roof+ wall -i+ wall_x) ace w ns = 440.664 Seismic governs North-South 41 W ns. 4 Line "1"J& "2" v I := v I = 115.816 Use Stucco *NC 4+ 12+4+9+4+6 v=180 psi 41 W ns' 4 diaph_1 :_ diaph_I =42.611 Use 15/32" cdx w/8d @ (106) 6,12 v=255 psi _ 20.52 *NC chord: = w chord =196.175 ns 8.118 use 4' lap in top chord plate w/16d nails no -nails := no nails = 1.379 use 4-16d min. *NC 107.1.33 L-7 rev. 4/7/97 Anchor bolts, each wall spac := 1210.1.33 spac = 6.948 v1.2 Use min. 112" A.B. @ 6'-0" o.c. *NC Overturning len :=4 OTM:=v1•len•8 OTM =3.706.103 wall := 8.15•len2 wall = 960 2 2 roof : _ 174,+1 1.20.11en roof =1.68.103 uplift :- OTM- .85 -(wall + roof) p - uplift = 365.524 Use LTT-20 len *NC Overturning len :=9 OTM := v 1 -len-8 v EE J jov OTM = 8.339.103 2 wall := 8-15. len CoQ L` � / wall = 4.86.103 Az s0 2 e No. 1710 7 (14 lent roof : = —+2 20•— roof = 7.29- 10 3 Exp. 3-31.01 2 2 Yr Q� u lift :- OTM- .85•(wall + roof) .1 p , p1.�F0 p - uplift =-220.976 len *NC 41 W ns' Line "3" v 3 := 2 v 1 = 115.816 Use 318" cdx8d 11+8+13+6+15+3+3+11 @6,12v=264 psi *NC Anchor bolts, each wall spac := 1210.1.33 spac = 6.235 v3.2 Use min. 112" A.B. @ 6'-0" o.c. *NC Overturning len :=3 OTM:=vYlen•8 OTM =3.097.103 wall': = 8-15-len 2 wall = 540 2 2 roof : = 2 +2 1.20.12 1-001' = 810 UPI : = OTM - .85 • ( wall + roof) p uplift =649.913, Use LTT-20 • len *NC L-8 ' rev. 4/7/97 Overturning len:=6 OTM:=v3•len•8 OTM=6.194.103 wall : = 16.10- lent wall = 2.88.103 2 2 roof : _ 14+20 20 len roof = 6.12.103 2 II 2 uplift := OTM,-.,85•(wall+ roof) p uplift =-242.587 No uplift len *NC 41 wns• 4 Line "4" v4 := v 4 = 250.934 Use 3/8" cdx 8d 4+8+6. @ 6,12 v=264 psi *NC Anchor bolts, each wall spac := 1210.1.33 sPac = 3.207 v4 2 Use min. 1/2" A.B. @ 3'-0" o.c. Overturning len:=4 OTM:=v4•len•8 * QVOESS/OA/ 3 OTM=8.03.10 J. l� �= 8 10. len. ! Q No.1710 m wall := 2 wall =640 W Exp. 3-31-01 0: 2 roof := 10+ 10 20 len �r J��, %Q 4 roof= 1.6.103 sTgr RU.CVQ 2 2 F OFPA, C uplift := OTM- .85•(wall+ roof) p uplift= 1.531.10' Use LTT-20 len *NC Line "5" Shared between house and garage Wind !' w WLn's =.291.792 Line "5" F 5 _ w w_ns' F 5_wind = 1.605.103 -wind 21 Seismic Line "4" F - w 1 5_seismic F. ns 3 F 5_seismic = 1.212' 10 2 2 See sheet GL -5 for shear at common wall ' NO CHANGES IN N -S GL -1 rev. 4/7197 GARAGE LATERAL, See D-4 WIND 70 mph changed to 75 mph. C e15 := 1.06 C e20 := 1.13 C e25:= 1.19 exposure "C" up to 15 ft. Ce=1.06 Cq:=1.3 qs:=14.5 I:=1 P 15 C el5'C q'q s'I _P 15 =19.981. P 20 : = C e20' C q' q s' I P 20 = 21.301 5.26=130 P 25 C e25' C q' q s...I P25=22.432 North-South area 20: = 5.34 area 20 = 170 area 25 : = 5.1_5 area 25 = 3.75 area 15:= 1134 + 2.4.6+8 area 15 = 430 2 2 area 20-P 20 + area 15-P 15 + area 25-P 25 W w—ns ' = 42 w w—ns = 292.787 Seismic. Rw=6, plywood Wind governs walls, acc=.183 acc:=:183 roof : = 36.20 roof = 720 wall—l:=— .4 wall i = 16 2 — floor := 36.9 floor = 324 wall—x :=2. 13.15 wall x = 195 2 — W ems, : = ( roof + wall—i+ wall_x + floor) • acc w ems, = 229.665 Wind governs North & South �FESSIO/V a JP J. Fjs Fti . � EyP• � SrArE 0F.CP�'x Provide shear walls @ lines "A", "B" & "C", GL -2 rev. 4/7/97 20.5 W w_ ns' 2 Line "A" V := va =187.566 Stucco v=180 psi *NC 7+6+3 20.5 w w ns' 2 diaph-a := (36). diaph-a =83.363 Use 15/32" cdx w/8d @ 6,12 v=255 psi *NC chord := w 20'52 chord = 427.234 w_ns 8.36 use 4' lap in top chord plate w/16d nails no -nails := no nails = 3.002 use 4-16d min. *NC 107.1.33 - Anchor bolts, s acin 837 p g :_— spacing =4.462 Use 1/2" @ 5'-0" o.c. V *change to 4'-6" Overturning len :=3 OTM:=va•len-7 OTM=3.939.103 wall := 10.15•len 2 wall =675 2 2 roof : = 20.5 + 1 20• len roof = 1.013.103 2 2 floor := 20.5 9. lent floor = 415.125 2. 2 uplift :- OTM- .67•(wall+roof+floor) p uplift = 843.378 PARD -42 w/12 -16d, F=1400# len *NC Overturning len :=6 OTM:=v3 a•len•5 OTM=5.627.10oFtSSIONqZI� wall := 10.15•len2 3 4:D 2 wall = 2.7- 10 rWO y 2 3 n a N°'331AA 20 roof: = .5 + 1 20• len roof = 4.05- 10 i� EXO• 2 2 R. .5 2 ft `rTRU.C�J floor :_ I20.5 j 9 len floor = 1.661.103 STgri OF OPS\ 12 I 2 uplift OTM— .67•(wall+roof+floor) • P uplift =-1.341 No uplift len *NC GL -3 rev. 4/7/97 W Line "B" v b 21+6.5 v b = 218.259 3/8" cdx 8d, 6,12 *NC 20.5 v=260 psi v' w_ns•— diaph_b := 2 diaph_b =83.363 Use 15/32" cdx w/8d @ (36) 6,12 v=255 psi "NC Anchor bolts, spacing 837 p g �_— spacing = 3.835 Use 112" @ 4'-0" o.c. v.b "change to 3'-9" Overturning len.:=6:5 OTM:=vb•len•7 OTM=9.931.103 wall : = 10 10 -len 2 wall = 2.1 13.103 2 2 floor := (20.5)•9• len floor = 3.898.103 2 uplift :-_ OTM- .67•(wall + roof +floor) p uplift =490.853 PARD -42 w/12 -16d, F=1400# len *NC Overturning len:=21.5 OTM:=vb•len•5 OTM=2.346.104 wall : = 10.15• lent wall = 3.467.104 2 floor 20.5 :_ (—)•9•lent — floor = 2.132.104 1 2 2 uplift :- OTM- .67•(wall + roof +floor) p - len uplift =-779.72 No uplift *NC 0,*0SIOly4, Cr �' Uj \{i sTRUr. o� \rq rf OF C�'�\� I OFESSIoNq� J. R�S�tic v 0No•Ali 0 S w ExP 3-31 � Q• `Q {1s sTgIjr,I. 9TE OF CP��� I GL -4 rev. 417197 20.5 N' w_ns'— Line" v c := 2 v c = 260.962 318" Ply. cdx, 8d @ 6,12 2.5+6+3 *NC v=260 psi Anchor bolts, spacing := 837 spacing = 3.207 Use 1/2" @ 3'-6" o.c. vc *change to 3'-0'• Overturning len := 2.5 OTM := v c•len-7 OTM = 4.567.103 wall := 10.15•len 2 wall =468.75 2 z roof := 20'S + 1 20• len ) roof = 703.125 2 2 floor :_ (20.51 9. lent floor = 288.281 2 I 2 u lift:-OTM-.67•(wall+roof+floor) 3 p uplift = 1.435.10 PAHD-42 w/12 -16d, F=1400# len *NC Overturning len :=6 OTM:=vc•len•5 OTM=7.829.103 wall : = 10.15• lent wall = 2.7.103 2 2 roof : = 20.5 + 1 20• len , roof = 4.05.103 2 2 floor :_ (20.5) 9. lent floor = 1.661.103 2 2 uplift := OTM- .67 (wall + roof + floor) uplift = 365.637 PAHD-42 w/12 -16d, F=1400# len *NC OFESSIoNq� J. R�S�tic v 0No•Ali 0 S w ExP 3-31 � Q• `Q {1s sTgIjr,I. 9TE OF CP��� I LATERAL East-West GL-5 rev. 4/7/97 WIND 70 mph exposure "C" C els :=1.06 C e20 := 1.13 C e25 :=1.19 up to 15 ft. Ce=1.06 Cq:=1.3 qs:=12.6 I:=1 P15:=Cel5'Cq'gs'I P15=17.363 area 15:=10.5 P 20:= C e20' C q' g s' I P 20 = 18.509 area 20 : = 5 P 25 :=C e25'C q'g s'I P 25 =19.492 area 25 := 1.5 W w—ems, := area 20-P 20+ area 15T -15 + area 25'P 25 w w ew = 304.095 — PpfESS10N Seismic. Rw=6, plywood acc :=.183 walls, acc=.183 ��o� JP J. �j �Fy s� �, �� y ,fid► Q No.1710 s roof : = 44.20 roof = 880 w EXP. 3-31-01 floor :=42.9 floor =378 IV *srh(P UC1 wall_i := 7.4. wall _i =28 qrF OF CA��FOQ wall_x := 2. 10.15 wall x = 150 2 — W s_ew := (roof+ wall_i+ wall—x+ floor). acc w s ew = 262.788 Wind governs East-West Line' 'S" Shared with house See L-10 1� h F 5:=1395 + w w ew. 36 F 5= 6.869.103 —. 2 := v 5F 5 v 5= 228.957 e ply. 3/8" cdx 8d @ (6�6v=260 3+4+5+18 psi 36 *NC W w_ew' 2 diaph_5 :_ diaph_5 =130.326 Use 15/32" cdx w/8d @ (42) 6,12 v=255 psi 362 *NC chord: w chord =1.173.103 w_ew' 8.42 . use 4' lap in top chord plate w/16d nails no—nails ;= no nails = 8.242 use 9-16d min. *NC 107.1.33 — GL -6 rev. 417/97 Anchor bolts, each wall spac := 1210.1.33 spac = 3.514 v 5.2 Use min. 1/2" A.B. @ 3'-6" o.c. *NC Overturning len :=3 OTM:=v5•len•7 OTM =4.808.103 wall 10.10•len2 wall = 450 2 17 2 2 roof : = + :20. len roof = 945 2 ) 2 uplift := OTM- .67. (wall) 3 p len uplift =1.502.10 Use PARD -42 Q�oFess�oNq �o JA 4 Overturning len := 18 OTM :=v5•len•8 OTM =3.297.104 Q No. 1710 wall : = 13-15. lent 4 W Exp. 3-31.01 wall = 3.159.10 � P Y 13 - len2 4 '9UCT 2�-20 VQ roof : 2 - — roof 2.106 10 F OF CALIF u lift : = OTM - .67 • ( wall + roof) p uplift =-128.095 No uplift *NC len J 36 `"' w ew 2 Use I 3/8" cdx 8d Line "6" v6 := v6 =195.489 ply. @ 6, *NC 6+3+10+6+3 12v=260 psi Anchor bolts, each wall spac := 1210.1.33 spac = 4.116 v6:2 Use min. 1/2" A.B. @ 4'-0" o.c. *NC Overturning , len := 3 OTM := v 6 -len -4 OTM = 2.346.103 wall := 1.3.15•len 2 wall = 877.5 .2 u lift := OTM- .67•(wall) p uplift = 585.983 Use PARD -42 *NC len NO CHANGES IN EAST WEST DIRECTION. GL -7 rev. 417197 V •2.5.7 Grade Beam Line "C" M:= ° M =2.283.10' 2 M u M u = 1.236.10 See below = 5.413 Grade beam ok M u > M 'NC M Concrete Moment capacity (ult) b:= 15 F Y := 40000 f c := 2000 phi :=.9 for cont ftg. as grade beam. No. & size of bars, #4, top & bottom A s:=.2 A s =0.2 (3 1 :=.85 Clearance 3" h:= 24 d:= (h - 3 - '5 / d = 20.75 2 Pmin P = 200 A := P 30-d A .. = 3.112 min ' F `n, min Sm Y Pact P act := A Ss Pact = 6.426.10 Asa � =1' act" 30 d A �a = 0.4 b -d Pmaxt c 87000 - 5 — 1 - 0.025 b I FY87000+F}� b - 1 Pmax =Pb.75 Pmax=0.019 Asm'=Pmax-30-d Asn =11.554 a:= AsF a=0.314 �.85-f c'b) Allow ult. Moment M» := Phi.F y A S. (d - a � M u = 1.483.105 in -lbs 11 2 M Mu := u M u= 1.236.104 ft. lbs. M u- 12360 12 oJ0.FENSoS,tI'O1FS04Ng , J.j� F cr 14S � \� tssPRUC'�JQ�oz \TgTE OF OPS .i I ' V a STRUCTURAL CALCULATIONS One Story House With 2 story Garage For: John & Marylin Smith 609 East Sacramento Altadena, Ca. 91101 Site: Clear Creek Cemetary Road Chico, Ca. 95926 Tel. (818) 794-1812 AJF Job No. MC -9502 ,'Prepared for: Mary Coolman: Designer 5077 Sereno Temple City, Ca. 91780 Prepared by AJF ENGINEERING 4905 Pinto Street Riverside Ca. 92509 (909) 369-9355 Fax (909) 369-1054 I; I * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * INDEX for STRUCTURAL CALCULATIONS One Story House & two story Garage Mr. & Mrs Smith • Site: Clear Creek Cemetary Road w Chico, Ca. 95926 AJF Job No. MC -9502 Sheet Title Inclusive D Reference Drawing, Roof Framing Plan Left. D-1 - Reference Drawing, Roof Framing Plan Right. D-2 - Reference Drawing, Garage Roof Framing Plan. D-3 - Reference Drawing, Garage Floor Framing Plan. D-4 RF Dead Loads & Live Loads & Loads on Roof Members. RF -1, 6 C Computer Analysis for roof menbers. C-1, 20 FR Dead Loads & Live Loads & Loads on Floor Members. CF -1, 2 FP Footings and posts. FP -1, 2 Mom Ult. moment capacity for grade beam. Mom -1 L Lateral. (house) L-1, 10 GRF Garage Roof D+L loads on menbers. GRF-1, 3 GD Computer calculations for garage roof members. GC -1, 8 GFR Garage floor joists. GFR -1 GFP Garage footings and posts. GFP-1, 2 GL Garage Lateral. GL -1, 7 .N. ..... ... . . . . . . "Ilk 4 • U RF -1 One Story House for Mary Coolman, Smith, Dead loads, tile :=10 ply :=1.5 insul :=2 ceil :=2.2 misc :=1.4 gwb :=2.8 / Live Loads w 11 : =16 Conventional roof 2x10 @ 16, rafters :=1.5 with ceiling w :=rafters 1 tile+misc+ b w -17.2 16d110c •' p y+ �'�' 16d110c 2x10 @ 16, rafters :=1.5 without ceiling w 16d110 : = rafters + ply + the + misc w 16dl 10 =14.4 2x10 @ 24, with rafters :=1.9 ceiling w 24d110c rafters + ply+ tile + misc + gwb w 24d110c =17.6 2x10 @ 24, with rafters :=1.9 out w 24d110 = rafters + ply + the + misc w 24dl10 =14.8 2x10 @ 12, with rafters :=3.7 out ceiling W rafters 1 tile w 16.6 12d110 �- ply 12d110 = , 2x10 @ 12, with rafters :=3.7 ceiling w 12d110c = rafters + ply + the + misc + gwb w 12dl l0c =19.4 Conventional ceiling cj :=1.7 misc :=1.5 msul = 2 gwb = 2.8 w dl cell = cJ + misc + insul + gwb w dl ceil = 8 Wbm612:=15.9 wbm412:=9.9 wbm48:=6.4 • RF -2 Rafters, 2x10 w11=16 Span, 24'-0" Max. DF #2 with LL @ 125% allowable stress -With ceiling wdl:=.(wl6dll0c+2.8)•1.33 wd1=26.6 wll:=wll.1.33 wtl:=wdl+wll wt1=47.88 See C-1, Use 2-2x10 @ 16" o.c. Span, 20'-0" Max. DF #2 with LL @ 125% allowable stress: With ing,,,, wdl:=wl6dll0c•1.33 wdl=22.876 w11:=16.1.33 wll=21.28 wtl:=wdl+wll wtl=44.156 See -�C--22,Use 2x10 @ 16" o.c. Span, 17'-6" Max. DF #2 with LL @ 125% allowable st ess W h ceiling wd1:=w24dll0c'2 wd1=35.2 wll:=16.2 wll=32 wtl:=wdl+wll wt1=67.2 See C-3, Use 2x1.0 @ 24" o.c. Valleys #1, Span 9'-0" L:=9 f :=1250 .1283•W 1•L•12 Sre Sre =5.3 9 fb•1.25 q 2 R 1_left:=3'W 1 R 1_left= 398.4 #2, Span 12'-0" L:= 12 f b :=1250 .1283 • W 2• L• 12 W 1 :=6 2 (W16d110c + 16) W I = 597.6 2 2x12 valley ok, s=31.64 2 R 1 right :=3.W 1 R 1_light = 398.4 W2:=8 2 (w + 16) 16d110c W 2 =1.062103 2 S re S re =12.562 2x12 valley ok, s=31.64 9 fb 1,25 9 2 R2 left : = 3 . W 2 R 2_left = 708.267 2 R 2 -right : = 3. W 2 R 2_right = 708.267 • RF -3 Ridge Beams RGBM#1, Span 14'-0" DF #2 with LL @ 125% P1:=Wl P1=597.6 X:=—. 6.5 x=4.333 3 w 1:= w bm612 w 1 =15.9 x=6.5, 0. w 2 : = w bm612 + //w 16dl l0c + 16).13 w 2 = 231.7 1 x= 7.5, 6.5 2 R rgbl_left:= 959 R rgbl_right :=1443 See C-4, Use 6812 #2 DF n RGBM#2, Span 16'-0" DF #2 with LL @ 1250/c P P2 :=W2 P2 =1.062.103 x:=2.8 x=5.333 3 w 1:= w bm612 w 1 =15.9 x=8, 0. w 2 : = w bm612 + (w 16dl l 0c + 16).2 6) • 2 w 2 = 281.5 x= 8, 8 R rgb2_left: =1434 R rgb2_right : = 2011 See C-5, Use 4x12 #2 DF RGBM#3, Span 19'-0" DF #2 with LL @ 125% w dl : = w bm612 + (w 16dl l 0c) .142 8 w dl = 205.1 w 11: =16.14+ 8 w 11=176 wtl:=wdl+w11 wt1=381.1 R rgb3=wt1'2 R rgb3 =3.62.103 See C-6, Use Parallam 5-1/4x11-1/4 RGBM#4, Span 12'-0" DF #2 with LL @ 125% w dl : = w bm412 + (w 16d110c — 2) . 2 dl = 63.1 w 11 : =16.2 w 11= 56 w wtl:=wdl+w11 wt1=119.1 R rgb4: = w tl, 12 2 R rgb4 = 714.6 See C-7, Use 4x8 0 RB#1, Span 20'-0" See D-1, with roof Live Load @ 125% RF4 w 1_d1:= 202 8.w 16d110c+wbm612 w I_dl =256.7 w 1_11:=16.20+ 8 w l_ll =224 w I_tl • = w 1 -dl + w 1_11 w 1_tl = 480.7 x=7, 0 w 2_dl : =— 0' w 16dI l Oc + w bm612 w 2 d1=187.9 w 2_11: =16� 20 w2 11=160 `�' 2_tl = w 2 -dl + w 2_11 w 2 t1= 347.9 x=13, 7 P :=R rgbl_left+R 1_lefi'2 P =1.756.103 x:= 13.5 'R rbl_left:=4800 R rbl right :=4907 See C-8, parallam 7x12 RB#2, Span 16'-6" See D-1, with roof Live Load @ 125% wd1:=1255'w24d110c+wbm612 wd1=169.9 w11:=16'12'5 w11=140 w tl : = w dl + w ll w tl = 309.9 P : = R 2- left. 2 + R rgb2_left P = 2.851.103 R rb2 :=w tl' 12 55 + R rb2 =.3.982.103 See C-9, parallam 7x9-114 2 RB#3, Span T-0" DF #2 with LL @ 125% wdl:=wbm48+(w16dll0c).2 wd1=40.8 w11:=16.2 w11=32 wtl=wdl+w11 wt1=72.8 P:=Rrgb4 P=714.6 x:=3.5 R b4 R rb3 : = + w tl— R rb3 = 612.1 See C-10, Use 4x8 2 RB#4, Span 23'-0" See D-1, with roof Live Load @ 125% w 1 dl : =1.33. w 16dl l0c + w bm48 w 1 d1= 29.276 w, 11:=16.1.33 w 1 11= 21.28 w l tl := w 1 dl + w 111 w 1 t1= 50.556 x=4, 0 wall:=4.15 wall=60 wroof:=�32 +21'(w24d110- 1.7)+16 wroof =65.125 • • RF -5 1 33 82.963 16. 20 2'w16dllOc+wbm48+wroof w 2_d111w 2_11=160 w 2 tl '= w 2 dl + w 211 w 2 t1= 242.963 x=12, 4 x=7,16 P:=Rrb3 P=612.1 x:=4 x:=16 R rb4_left2995 R 64_right 2490 See C-11, parallam 7x11.25 RB#5, Span 14'-0" See D-1, with roof Live Load @ 125% w l dl 1.33• w l 6d110c + w bm48 w l d1= 29.276 w l 11 16.1.33 w 1 11= 21.28 w 1 tl := w 1 dl + w 111 w 1 t1= 50.556 x=4, 0 wall : = 4.15 wall = 60 w roof : = 13. + 2) • (w 24d110 - 1.7) + 16 w roof = 65.125 w2 dl : = 1233' w l 6dl l Oc + w bm48 + w roof w 2_d1= 82.963 w 2_11: =16.22 w2 11=160 w 2 tl '= w 2 dl + w 211 w 2 t1= 242.963 x=12, 4 x=7,16 P:=Rrb3 P=612.1 x:=4 x:=16 R 5_left:=1868 R 5 right :=1735 See C-12, 4x10 RB#6, Span 18'-6" DF #2 with LL @ 125% w dl ' = w bm612 + (w l 6d110c) 24+12 1 +4 w dl = 329.5 w u : =16.24 12 +4 w 11 = 292 wtl:=wdl+wll wt1=621.5 R rb6 '=wtl' 1255 R rb6 = 5.749.103 See C-13, Use Parallam 5-114x11-114 RB#7, Span 12'-6" DF #2 with LL @ 125% w dl : = w bm412 + (w 24d110) 6.5 2 + 2 wtl:=wdl+w11 wt1=114 Rrb7:=wtl•12.52 Rrb7=712.5 wd1=60 w11:=16.66.55+2 w11=54 2 See C-14, 4x8 • RF -6 Hdr#1, Span 8'-0" See D-1, with roof Live Load @ 125% w dl :=w 12dll0c' 24 2 t 2 w dl = 234.8 w 11:=16. 2 t 2 w ll =194 w tl : = w 11 t w dl w tl = 428.8 R hdr 1 : = 2 . w d R hdr 1 =1.715.103 See C-15, Use 4x8 • Hdr#2, Span 5'-0" See D-1, with roof Live Load @ 125% W wall : =15.4.5 w wall = 67.5 P : = R rgb l _right P =1.443.103 x : = 5 x = 2.5 2 R hdr-2: = w wall' 2 t 2 R hdr-2 = 890.25 See C-16, Use 4x6 Hdr#3, Span 8'-0" See D-1, with roof Live Load @ 125% W wall : =15.5.5 w wall = 82.5 P : = R rgb2_right P = 2.011.103 x : = 8 x=4 2 R hdr 3 ' = w wall' 2 + 2 R hdr 3 =1.336.103 See C-17, Use 4x10 Hdr#4, Span 8'-0" See D-1, with roof Live Load @ 125% 14 W dl : = w 24dl l0c' 2 w dl = 123.2 w ii: =16.4 w 11=112 w tl : = w ll + w dl w tl = 235.2 R hdr 4:=- 2.w tl R hdr_4 = 940.8 See C-18, Use 4x6 Hdr#5, Span 11'-0" See D-1, with roof Live Load @ 125% wwall:=7.15 wwall =105 P:=Rrgb3 P=3.62.103 x:=11 x=5.5 2 R hdr 5'- w wall' 2 t 2 R hdr 5= 2.388.103 See C-19, Use 4x14 Hdr#6, Span 12'-0" See D-1, with roof Live Load @ 125% 12 �w dl : = w 24d110' 2 + 2 I + w bm412 w dl =128.3 w 11 : =16. ( —+2 1 w 11=128 wt1:=w11/+wdl wt1=256.3 1 / R hdr_6 := 12 wt, R hdr_6 =1.538.103 2 See C-20, Use 4x10 Page C-1 AJF ENGINEERING 4905 Pinto Street Riverside Ca. 92509 Tel (909) 369-9355 Arthur J: Fisch Structural Engineer # 1710 Fax (909) 369-1054 ,Project: 050\00, Rafters` 2-2/X 10 @ 16 SPAN 24'-0"j ' V (With CEILING) ?mq- 9gl ui�� 1 el P D Section Properties: I:=98.93.2 s:=21.3-2 A A:= 13.88.2 increase 1.25 tif�v�ov� E:4.7- 1 =24 wdl :=26.6 w 11 16.1.33 ��-' 2 Moment: w:=wdl+w11 w=47.88 M:= wL •12 M=3.309.104i� 8. increase Stress Limit #2 to 1450 fb:=M fb=776.87 Fb:=1450 s fb less than Fb ok Shear: 95 psi V :=w•L V =574.56 v :=V•� =24.837 Increase 25% for short 2 A- increase duration. V allow: = 95 v less than v allow ok Deflection 5'w d1'L4.1728 wdl:=wdl•2 wll:=wli.2 Defldl:= (384•E -I) Defl dl=1.181 4 Limit LL Defl 5•w 11'L . 1728 5•w•0.1728 to U360 8 Defl 11 := Defl 11 = 0.945 Defl ti Defl ti =1.063 384•E•I 384•E•I DL Defl to 240 if Ceiling occurs L. 12 = 243.927 L. 12 = 304.909 L• 12 = 271.03 Defl dl Defl 11 Defl ti Deflection ok > than 240. with ceiling 107 V • Ll Page C-2 AJF ENGINEERING 4905 Pinto Street Riverside Ca. 92509 Tel (909) 369-9355 Arthur J. Fisch Structural Engineer # 1710 Fax (909) 369-1054 Project: Rafters 2 X 10 @ 16 SPAN 20'-0" 1. (With CEILING) Section Properties: I :=98.93 s:=21.3 A:= 13.88 increase :=1.25 E:X7.10 L:=20 wdl:=23 w11:=16.1.33 w1i=21.28 W-0 Moment: w:=wdl+I'll w=44.28 M:= w•L •12 M=2.125.104 8. increase Stress Limit #2 to 1450 fb :=M f =997.859 Fb :=1450 s fb less than Fb ok Shear: 95 psi V :=w•L V =442.8 v :=V• 1.5 38.282 Increase 25% for short 2 A increase duration. V allow 95 v less than v allow ok Deflection 5•w d1•L4.1728 wdl:"=wdl•2 I'll'=wll•2 Defldl:= Defl dl=0.985 (384•E•I) Limit LL Defl 5•wll a L • 1728 5•w•L4.1728 to U360 & Defl 11 := Defl 11 =0.911 Defl t1 := Defl t1 =0.948 384•E•I 384•E•I DL Defl to 240 if Ceiling occurs L. 12 = 243.741 L. 12 = 263.441 L. 12 = 253.208 Defl dl Defl 11 Defl d Deflection ok > than 240. with ceiling • Page C-3 AJF ENGINEERING 4905 Pinto Street Riverside Ca. 92509 Tel (909) 369-9355 Arthur J. Fisch Structural Engineer # 1710 Fax (909) 369-1054 Project: Rafters 2 X 10 @ 24 SPAN 17'-6" (With CEILING) Section Properties: I :=98.93 s:=21.3 A:= 13.88 increase :=1.25 (EE:=1.7.106 L:=17.5 wd1:=35 w11:=16.2 w11=32 2 Moment: w w dl + w ll w =67 M : = W. -12 M = 2.462.104 Stress Limit #2 to 1450 Shear: 95 psi Increase 25% for short duration. fb :=M s V :=w.L 2 8. increase f b =1.156,103 1450Fb(fbk'1'ess.thanF b ok V=586.25 v:=V.1.5 1=50.684 A. increase V allow: = 95 v less than v allow ok Deflection 5'w dl'L4.1728 wdl:=wdl•2 wll:=wll•2 Defldl:= Defl dl=0.878 (384•E•I) a Limit LL Defl 5-w 11'0 •1728 5-w-0-1728to L/360 &Defl 11 := Defl ll =0.803 Defl tl := Defl t1=0.841 384-E•I 384-E•I DL Defl to 240 if Ceiling occurs L. 12 = 239.091 L. 12 = 261.506 L- 12 = 249.797 Defl dl Defl 11 Defl tl Deflection ok > than 240. with ceiling AJF ENGINEERING Sheet No. y • 4905 Pinto Street Riverside, Ca. 92509 FAX 909-369-1054 Arthur J. Fisch, Structural Engineer #1710 909-369-9355 RGBM #1 DF #2 4x12 M 232 4x12:+25%;=/1562.5 Beam Fb al, Psi. 16 Fv_al 1=95+85X=1 18.75 Psi. 5 t 0 Fcpp aA'1=3 B5+25%=4 B l. 35 Ps 958.97 _ _4739.0_lx_l8_ Zr1562.5x1 -36,39 In^3 5 fb= 770.28 PSI Zp= 73.83 —1483.02 L/Delta=?18 Ip=415.28 4739.01 i 1483.02- 217.501x1.5. fv= .3�5x1 t.25---------= 48.21 PSI . ain Span=l4 Ft. 5 to E_� 6 PSI 5 t0 -.233 Main Span. concentrated Loads. Lb, Ft. #1->P=598 X=4.33 Main Span. uniform Loads. #/Ft, Ft. #1->W=16 D=6.5 A=0 #2->W=232 D=7.5 A=6.5 0 AJF ENGINEERING Sheet No. C_ 4905 Pinto Street Riverside, Ca. 92509 FAX 909-369-1054 Arthur J. Fisch, Structural Engineer #1710 909-369-9355 RGBM #2 DF #2 4x12 Cu m 282 16 1434.59 5 1 l5 —2011.40 7172.66 5 10 L5 5 10 l -.472 Main Span. Concentrated Loads. Lb, Ft. #1->P=1062 X=4.33 Main Span. Uniform Loads. #/Ft, Ft. #1->W=16.D=8 A=0 #2->W=282 D=8 A=8 4x12 S4S Beam . Fb a11`1250+25%= .5 Psi. Fv_al l=95+25f=118.75 Psi. Fc—perp a11=365+25%=481.25 Ps ___7_17_2_.6_7_x_l2__ Zr=55,08 In^3 1562.5x1 — fb=1165. B4 PSI Zp= 73.83 �6 ` L/De I t a=406 Ip=415.2 B "I 2011.40- t 2011.40- 264.3Bixl.5 fv=----------------------= 66.55 PSI 3.5x11.25 Main Span=16 Ft. E=L, E+6 PSI ►.b -�'�� ll9 d •S NIS 0 Page C-6 3.5x7.25, 1=111.14, s=30.66, A=25.38 3.5x9.25, 1=230.84, s=49.91, A=32.83 5.25x18, 1=2551.5, s=283.5, A=94.5 Parallam section properties 5.25x16, 1=1792, s=224, A=84. 5.25x14, 1=1201, s=171.5, A=73.5 7X18 1=3402, S=378, A=126, "5.25x12, 1=756, s=126, A=63 7x11.25,1=830.57 S=147.66, A=78.75. "5.25x11.25,1=622.93, s=111.74, A=59.06 "5.25x9.25, 1=347.16 s=75.00, A=48.6 5.25x725/1=162.75, s=44.89, A=37.16 RGBM#3, Span 19'-0" Parallam, 5-1/4x11-1/4 fb=2900 psi w/ Roof LL @ 125% Uniform loads: wd1:=205 wl1:=176 wtl'=wdl+I'll L:=19 fb:=2900 increase 1.25 Required Section 2 Modulus "s" M _ W tl•L 12 M tl 1.65.105 S:= d s = 56.914 25% increase for tl 8. increase f b roof Live load Section Properties: I :=622.93 s:=111.74 A:=59.06 E :=2.0 d:= 11.25 5.25x11-1 /4 12 Shear: fb :=M tltl fb =1.477.103 Parallam 5-1/4x11-1/4 • s Parallam /- v allow= 290 psi V :=w L V = 3.62- 10 v V d -w 1.5 25 % increase for tl 2 tl - (- ti) A•increase short term loads such as roof loads. v allow 290 v tl = 66.285 ok less than 290 psi Deflection 5•wtl•L4.1728 12 Defl ti := (384•E•I) Defl t1 = 0.897 L• Defl ti = 254.262< 240 but no plaster, ok Limit LL Defl to U360 5•w dl•L4.1728 12 & DL Defl to U240 Defl : = Defl d1= 0.482 L = 472.556 dl (384•E•I) Defl dl More than U240 therefore ok 5•w ll•L4.1728 12 Defl 11 := Defl 11=0.414 L. = 550.42 (384•E•1) Defl 11 More than U360 therefore ok • Page C-7 AJF ENGINEERING 4905 Pinto Street Riverside Ca. 92509 Tel (909) 369-9355 Arthur J. Fisch Structural Engineer # 1710 Fax (909) 369-1054 Project: RGBM #4 4x12 DF #2, TL w/ C/C Roof LL @ 125 % Section Properties: S12 I :=111.15 s :=73.93 A:=25.38 d:= 11.25 1.7.10 L:= 12 increase :=1.25 Uniform loads: wd1:=63 wll'=56 wtl:=wdl+`'`'11 wt1=119 Moment: 12.w tl'LZ M:=— a '. M = 2.056 10 8 -increase Fb :=1250 fb :=M fb =278.144 ok s Shear: = 95 psi P V .-wtl•L 2 V =714 vtl := (V- d.wtll. 1.5 A. increase DF # 1 Fv = 85 psi 25 % increase for v tl = 28.484 ok less than 95 psi short term loads such as roof loads. Deflection Limit LL Defl to U360 & DL Defl to U240 5 • w tl' L4.1728 Defl tl (384 -E -I) 5-w dl'O.1728 Defl dl ' _ (384 -E -I) Defl ti = 0.294 L- 12 = 490.079 Defl tl > than U240 ok, no plaster Defl dl = 0.156 L. 12 = 925.705 Defl dl More than U240 therefore ok 5' w ll'L4� 1728 12' 3 Defl ll Defl 11 =0.138 L. = 1.041.70 More than U360 therefore ok (384•E•I) Defl 11 • AJF ENGINEERING Sheet No. C- 4905 4905 Pinto Street Riverside, Ca. 92509 FAX 909-369-1054 Arthur J. Fisch. Structural Engineer #1710 909-369-9355 RB#1 Parallam 7x12 Cn M —4907.22 25338.58 5 10 15 5 10 15 -.903 Main Span. Concentrated Loads. Lb, Ft. #1->P=1893 X=13.5 Main Span. Uniform Loads. # / Ft , Ft. #1->W=470 D=7 A=0 #2->W=348 D=13 A=7 ?x12 S4S Beam Fb_all=2900+25%=3625 Psi. Fv_all=290+25%=362.5 Psi. Fc_perp all=3B5+25%=481.25 Ps 2_5338_.5_3_x_[2_ Zr=3625x1 -83,87 In^3 fb=1809.B9 PSI Zp= 168.00 LtDelta=265 Ip=1008 t 49!7.23- 348.001x1.5 fv=----------------------= 81.41 P5I 7.0x12.00 Main Span=20 Ft. E=2E+6 PSI, • Parallam section properties Page C-9 3.5x7.25, 1=111.14, s=30.66, A=25.38 3.5x9.25, 1=230.84, s=49.91, A=32.83 5.25x18, 1=2551.5, s=283.5, A=94.5 5.25x16, 1=1792, s=224, A=84 5.25x14, 1=1201, s=171.5, A=73.5 'I 7X18 1=3402, S=378, A=126, *5.25x12, 1=756, s=126, A=63 7x11.25,1=830.57 S=147.66, A=78.75. *5.25x11.25,1=622.93, s=111.74, A=59.06 *5.25x9.25, 1=347.16 s=75.00, A=48.6 f 5.25x7.25, 1=162.75, s=44.89, A=37.16 RB#2, Span 16'-6" Parallam, 7-1/4x9-114 fb=2900 psi w/ Roof LL @ 125% Uniform loads; wd1:=170 wl1:=140 `�'tl'=N'd1tw11 L:=16.5 fb:=2900 increase 1.25 P:=2513 Required Section "s" Z 12 Modulus t11.12 + P L MWM 2.257.105 s : = M ti s = 77.817 t1 t1 25% increase for 8. increase (4) f b roof Live load Section Properties: 1:=462 s := 99.82 A:=64.75 E:=2.0. 0 d := 9.25 7x9-1/412 M df i f b := b= 2.261.103 Parallam 7x9-1/4 Shear: s Parallam L P 3 1.5 V :=wt1•—+— V =3.814.10 vt1 :_ �V- d•wtl�' j v allow= 290 psi 2 2 A. increase 25 % increase for short term loads v allow: = 290 v ti = 66.256 ok less than 290 psi. such as roof loads. 5•wtl•0.1728 P•(L•12)3 L. 12 =673.859 ? Deflection Defl tl :_ + Defl tl =0.999 Defl ti (384•E•1) 48•E•I < 240 but no plaster, ok Limit LL Defl to U360 5•w dl•L4.1728 12 & DL Defl to U240 I)& dl := Defldl =0.307 L =645.312 (384•E•I) Defl dl More than U240 therefore ok 5•w1728 ,-1!. 12 h Defl 11 := Defl 11= 0.253 L• = 783.594 More than U360 therefore ok f (384•E•I) Defl Il • AR ENGINEERING Sheet No. —/c3 4905 Pinto Street Riverside, Ca. 92509 FAX 909-369-1054 Arthur 1. Fisch, Structural Engineer #1710 909-369-9355 RB#3 DF #2 4x10 73 4x10 S4S Be Fb_all 125 25f=1562.5 Psi. Fv_all= +25f=118.75 Psi. 5 Fc_perp_a11=385425%=4B1.25 Ps 612.5 • __ 16_9_6.6_3_x_12 - Zr__15 5,x1 -13.03 In A3 5 _ fb7 r4O7.91 PSI Zp= 49.91 -612.5 LtDelta=2591 Ip=230. B4 1696.62 t 612.50- 56.271x1.5 fv=----------------------= 25.77 PSI. 3.5x 9.25 M p n=7 Ft. 5 =1.7 PSI 5 -.032 Main Span. Concentrated . Loads. Lb, Ft. #1—>P=714 X=3.5 Main Span. Uniform Loads. #/Ft, Ft. #1—>W=73 D=7 A=0 • AR ENGINEERING Sheet No. -e-11 4905 Pinto Street Riverside, Ca. 92509 FAX 909-369-1054 Arthur J. Fisch, Structural Engineer #1710 909-369-9355 RB#4 Parallam 7x11.25 Cn. LO to 43 01 ?x 1 1.25 S4 S Beam 51 1 Fb all=2900+25%=3625 Psi. Fv_all=290+25r=362.5 Psi. 5 16 ]5 20 Fc_perp a11=3B5+25%=481.25 Ps 2994.80 18400.38x[2 Zr=----� -----=60,91 In^3 36 5'x 1 5 1 e ze fb714.95.40 PSl Zp= 147.66 to=261/ Ip=830.56 -=2490. 19 L/%('9960- 18400.37 47.811x1.5 fv=----70x11.25---------= 56.13 PSI. _ Main Span=23 Ft. 5 10 15 20 E=2[+6 PSI 5 10 15 20 -1.054 Main Span. concentrated Loads . Lb, Ft. #1->P=969 X=4 #2->P=969 X=16 Main Span. Uniform Loads. #/Ft, Ft. #1—>W=51 D=4 A=0 #2—>W=243 D=12 A=4 #3—>W=61 D=7 A=16 • AR ENGINEERING Sheet No.l Xe 4905 Pinto Street Riverside, Ca. 92509 FAX 909-369-1054 Arthur J. Fisch. Structural Engineer #1710 909-369-9355 RB#5 DF #2 4x12 Cn La 243 4X10 S4S Beam 1 Fb all=19(+25f=1562.5 Psi. Fv_all=95+25f=118.75 Psi. 5 l0 Fc p9rp_a11=3B5425%=481,35 Ps 1868. 14 71B0.96x12 Zr=1562.5x1 -55,14 In^3 5 fb=1726.49 PSI Zp= 49.91 `-1734.85 L/De I to=262 Ip=230.84 7180.96 ( 1734.13_6- 39.31)kj,�5 iv= ----3_5x 9.75--------= 78.56 PSI Nin Span-14 Ft- 5 CO E_ +6 PSI 5 l0 —.641 Main Span. concentrated Loads. Lb, Ft. #1—>P=969 X=10 , Main Span. Uniform Loads. #/Ft, Ft. #1—>W=243 D=10 A=0 #2—>W=51 D=4 A=10 Page C-13 3.5x7.25, 1=111.14, s=30.66, A=25.38 3.5x9.25, 1=230.84, s=49.91, A=32.83 5.25x18, 1=2551.5, s=283.5, A=94.5 Parallam section properties 5.25x16, 1=1792, s=224, A=84 5.25x14, 1=1201, s=171.5, A=73.5 7X18 1=3402, S=378, A=126, "5.25x12, 1=756, s=126, A=63 • 7x11.25,1=830.57 S=147.66, A=78.75. "5.25x11.25,1=622.93, s=111.74, "5.25x9.25, _A=59.06 1=347.16 s=75.00, A=48.6 5.25x7.25, 1=162.75, s=44.89, A=37.16 RB#6, Span 18'-6" Parallam, 5-114x11-1/4 fb=2900 psi w/ Roof LL @ 125% Uniform loads: wdl:=330 wll:=292 wtl:=wdli-wll ``'t1=622 L:= 18.5 f b : = 2900 increase ; =1.25 Required Section Z w tl L 12 "s" M Modulus M tl tls = 88.088 M tl 2.555105 s:= 25% increase for 8 -increase f b roof Live load Section Properties: I:=622.93 s:=111.94 A:=59.06 E ;=2.0.106 d:= 11.25 7x9-11412 fb:=Mt1 f =2.282.103 Parallam 5-114x11-114 S Shear: Parallam V :=w L V tl' = 5.754.103 v tl'- - (V d•wtl) 1.5 v allow= 290 psi 2 A• increase 25% increase for short tern loads v allow := 290 v tl =105.053 ok less than 290 psi such as roof loads. 5' w tl' L4� 1728 L 12 = 6.821.103 Deflection Defl ti ;= Defl tl =1.316 Defl ti 384 -E -I < 240 but no plaster, ok Limit LL Defl to U360 5-w dl.0.1728 12 & DL Defl to U240 Defl dl := Defl dl = 0.698 L- = 318.009 (384•E•I) Defl dl More than U240 therefore ok 5-wll'0.1728 Defl 11 := Defl 11= 0.618 12 L. = 359.393 More than U360 therefore ok (384 -E -I) Defl 11 • 9 AJF;ENGINEERING 4905 Pinto Street Riverside Ca. 92509 Arthur J. Fisch Structural Engineer # 1710 Project: Section Properties RB#7, 4 x 10 DF #2, Span 12'-6" Uniform loads: wdl :=60 Required Section Modulus "s" 25% increase for roof Live load Section Properties: 4x8 Page C-14 Tel (909) 369-9355 Fax (909) 369-1054 4 x 4, 1=12.51, s=7.15, A=12.25 4 x 6, 1=48.53, s=17.65, A=19.25 4 x 8, 1=111.15, s=30.66, A=25.38 4 x 10, 1=230.84, s=49.91, A=32.37 4 x 12, 1=415.28, s=73.83, A=39.27 4 x 14, 1=678.48, s=102.41, A=46.37 w11:=54 wtl:=wdl+`x'11 w t1=114 L:= 12.5 b : = 25 increase := 1.25 z Mtl:=(Wdl+`"'ll) L Md=1.781.103 s:=Mtl•12 s=17.1 8 -increase F b I:=111.15 s:=30.66 A'.=25.38E:=1. 06 d:=7.25 12 fb:= M tl-12 f= 697.162 4 x 8 b s Shear: 4x V:=wtl•L V=712.5 vtl:=(V-d•wti) • 1.5 v allow= 95 psi 2 A increase 25 % increase for v allow : = 95 v tl = 30.431 short term loads such as roof loads. ok less than 95 psi S - w tl• L4.1728 12 Deflection Defl tl Defl tl = 0.331 L = 452.608 More than 240 ok (384•E•I) Defl tl Limit LL DefI to U360 5•w dl•L4.1728 L• 12 = 214.871 & DL Defl to U240 Defl dl : =(384•E•I) Defl dl = 0.174 Defl dl More than U240 therefore ok 5'w il'L4.1728 12 Defl ll Defl 11= 0.157 L = 955.506 More than U360 therefore ok (384•E -I) Defl 11 C7 AJF ENGINEERING Arthur J. Fisch Project: • Section Properties 4905 Pinto Street Riverside Ca. 92509 Structural Engineer # 1710 HDR#1 4 x 8 DF #2, Span 8'-0" Uniform loads: wdl :=235 Required Section Modulus "s" 25% increase for roof Live load Section Properties: 4x8 Shear: 4 x 4, 1=12.51, 4 x 6, 1=48.53, 4 x 8, 1=111.15, 4 x 10, 1=230.84, 4 x 12, 1=415.28, 4 x 14, 1=678.48, Page C-15 Tel (909) 369-9355 Fax -(909) 369-1054 s=7.15, A=12.25 s=17.65, A=19.25 s=30.66, A=25.38 s=49.91, A=32.37 s=73.83, A=39.27 s=102.41, A=46.37 w11:=194 wtl'=`"'dl+wll w tl = 429 L : = 8: =1.2 increase : =1.25 z Mtl:=(wdl+wll)L Mt1=2.746.103 s:=Mt1.1.2 s=26.358 8• increase F b I:=111.15 s:=30.66 A:=25.38 �E:= .7.106'\ d:=7'25 12 fb;=Mtt12 fb=1.075103 ) �`. 4 x 8 s 4x V:=wtl•2 V=1.716.103 vtl:=\V-d.wtl).1.3 Aincrease v allow= 95 psi 25 % increase for V allow: = 95 v tl = 68.88 short term loads such as roof loads. ok less than 95 psi 5•w tl•L4• 1728 12 Deflection Defl tl := Defl t1= 0.209 L = 458.807 More than 240 ok (384•E•I) Defl tl Limit LL Defl to U360 5•w dl•L4.1728 L. 12 = 550.371 & DL Defl to U240 Defl dl : = (384•E• I) Defl dl = 0.115 Defl dl More than U240 therefore ok 5'wll'L4.1728 12 3 Defl 11 := Defl 11=0.095 L• = 1.015.10 More than U360 therefore ok (384•E•I) Defl 11 0 q& AR ENGINEERING 4905 Pinto Street Riverside, Ca. 92509 FAX 909-369-1054 Arthur J. Fisch. Structural Engineer #1710 909-369-9355 Hdr#2 4x6 DF #2 M ,b. 68 891.5 -891.5 2016.25 -.090 Main Span. Concentrated Loads. Lb, Ft. #1->P=1443 X=2.5 Main Span. Uniform Loads. #/Ft, Ft. #1—>W=68 D=5 A=0 Sheet No. (f 'Ib - 4 x 6 S4 S Beam Fb_al -1 5%=1562.5 Psi. Fv_a l l =9 5+ ° =118.75 Psi. Fc-perp_a11=3 +25%=491.25 Ps 2016.25x12_ Zr= _____ _ -15,46 In^3 1568.5x1____ fb=1371.15 PSI Zp= 17.65 LtDelt' 666 Ip=48.52 t B91.50- 31.17)x1.5 4v=----------------------= 67.04 PSI 3.5x 5.50 an=5 Ft. +6 5I • • AJF ENGINEERING 4905 Pinto Street Riverside, Ca. 92509 FAX 909-369-1054 Arthur J Fisch Structural Engineer #1710 909-369-9355 Hdr#3 410 DF #2 �o M M 82 1 T 5 1271 5 —1271 4428 5 5 -.107 Main Span., Concentrated Loads. Lb, Ft. #1->P=1586 X=4 Main Span. Uniform Loads. #/Ft, Ft. #1->W=82 D=8 A=0 Sheet No. 4x10 S4S Beam Fb_all 1f=1562.5 Psi. Fv_all=95+118.75 Psi. Fc_pe rp_a 1 1=35+25%=4 g 1 .25 Ps ___4_4_2_8_.0_0_x_18_ _ Zr=1562.5x1 -34 In^3 fb=1064.61 PSI Zp= 49.91 L/Delta=1392 Ip=230,8 4 ( 1Z71.6B- 63.21lxl.5 fv=----3 5x 9.�5---------= 55.96 PSI MOMENT Governs the Design. n=B Ft. E= E+ 5I AJF ENGINEERING Arthur J. Fisch Project: • Section Properties 4905 Pinto Street Riverside Ca. 92509 Structural Engineer # 1710 HDR#4 4 x 6 DF #2, Span 8'-0" Uniform loads: w dl :=123 Page C-18 Tel (909) 369-9355 Fax (909) 369-1054 4 x 4, 1=12.51, s=7.15, A=12.25 4 x 6, 1=48.53, s=17.65, A=19.25 4 x 8, 1=111.15, s=30.66, A=25.38 4 x 10, 1=230.84, s=49.91, A=32.37 4 x 12, 1=415.28, s=73.83, A=39.27 4 x 14, 1=678.48, s=102.41, A=46.37 w11:=112 wtl:=wdl+wll (384•E•I) Defl 11 V w tl - 235 L . - 8 b :=1 0 increase . =1.25 Required Section Modulus "s" z 25% increase for M tl ;_ (w dl + w 11).L M tl = 1.504.103 s : _ `tl 12 s =14.438 roof Live load 8. increase F b Section Properties: I:.=48.53 s:=17.65 A:=19.25 = 7. d := 5.25 4 x 6 12 fb:=Mt112 fb=1.023.103 4 x 6 Shear: s 4 x " V :=wtl•L V =940 vtl :_ (V- d•wtl). 1. = v allow95 psi 2 A- increase .25 % increase for V allow = 95 v tl = 52.188 short term loads such'as roof loads. ok less than 95 psi 5 • w Deflection Defl tl-L4.1728 tl := Defl tl = 0.263 L 12 = 365.696 More than 240 ok (384•&I) Defl t1 Limit LL Defl to U360 5•"' df L4' 1728 L. 12 = 837.566 & DL Defl to U240 Defl dl := Defl dl =0.137 Defl dl (384•E•I) More than U240 therefore ok 5-w11-0-1728 12 Defl ll := Defl ll =0.125 L• = 767.308 More than U360 therefore ok (384•E•I) Defl 11 V AJF ENGINEERING Sheet No. Gam/ q 4905 Pinto Street Riverside, Ca. 92509 FAX 909-369-1054 Arthur J. Fisch. Structural Engineer #1710 909-369-9355 Hdr#5 4x14 DF #2 m Cu LO 105 4x14 S4S Beam Fb_aI %=1562.5 Psi. Fv_a11=95+ °=118.75 Psi. 5 10 Fo—perp_a11=3B5+25%=4BI.25 Ps 2387.5 • _115_43_13x12 Zr__1562.5x.98905-89.63 In^3 5 10 fb=1367.53 PSI Zp= 102.41 —2387.5 L/De I to=?33 Ip=678.4? 11543. 12 ( 23B7.50- 115.94)x1.5 fv=----------------------= 3.5x13.5 73.47 PSI MOMENT Governs the Design. 5 10 0 Main Span=11 Ft. E=1.7E+6 PSI 5 10 -.179 Main Span. concentrated Loads. Lb, Ft. #1->P=3620 X=5.5 Main Span. Uniform Loads. #/Ft, Ft. #1—>W=105 D=11 A=0 • • AJF ENGINEERING Arthur J. Fisch Project: 4905 Pinto Street Riverside Ca. 92509 Structural Engineer # 1710 4x4, 1=12.51, 4 x 6, 1=48.53, Section Properties 4 x 8, 1=111.15, 4 x 10, 1=230.84, 4 x 12, 1=415.28, 4 x 14, 1=678.48, HDR#6 4 x 10 DF #2, Span 12'-0" Page C-20 Tel (909) 369-9355 Fax (909) 369-1054 s=7.15, A=12.25 s=17.65, A=19.25 s=30.66, A=25.38 s=49.91, A=32.37 s=73.83, A=39.27 s=102.41, A=46.37 Uniform loads: wd1:=128 wii: =128 wtl:=wdl+w11 w tl =256 L:= 12 F :=1 0 increase :=1.25 Required Section Modulus "s" 25% increase for M tl (w dl + w 10.0 M tl = 3.686103 s M tt i2 s = 35.389 roof Live load 8. increase F b Section Properties: 1:=230.84 s:=49.91 A:=32.37 =1. d:= 9.25 4 x 10 12 fb:=Mti, 12 fb=886.331 4x10 s Shear: 1.5 4 x V := w tl• 2 V =1.536.103 v tl :_ (V - d•w tl) A. increase v allow= 95 psi 25 % increase for V allow := 95 v tl = 49.626 short term loads such as roof loads. ok less than 95 psi Deflection Defl tl 5•w tl•L°• 1728 := Defl tl = 0.304 L 12= 473.124 More than 240 ok (384•E•I) Defl tl Limit LL Defl to U360 5•w dl'L4.1728 L. 12 =1.048103 & DL Defl to U240 Defl dl :=(384•E•I) Defl dl =0.152 Defl dl More than U240 therefore ok 5•w 11•L4.1728 12 Defl 11 := (384•E•I) Defl ll =0.152 L Defl 11 = 946.248 More than U360 therefore ok • FR -1 Floor Framing Floor Dead Load wply :=2.3 wmisc'=1.5 wjsts:=2.2 wdl:=wply +wn-isc+Fists wdl=6 wl1:=40 wtl wdl+`I'll wtl=46 Floor Joists, 2x8 @ 16 w dl fj =N' dl' 1.33 w dl fj = 7.98 w 11 fj :=w 11' 1.33 W ll_fj = 53.2 w tl w dl_jj + w ll_fj w tl = 61.18 See CF -1, Use 2x8 @ 16 Span 10'-0" max. Floor Girders, 4x6 wbm46 =4.9 w dl ' = w dl' y + w bm46 w d1= 46.9 wtl:=wdl+wll wa=366.9 wll:=wll*8 wll=320 See CF -2, Use 4x6 Span 7'-0" max. spacing 7 ft. max. n U CF -1 AJF ENGINEERING 4905 Pinto Street Riverside Ca. 92509 Tel (909) 369-9355 Arthur J. Fisch Structural Engineer # 1710 Fax (909) 369-1054 Project: Floor Joists 2 x 8 @ 16 Span 8'-0" Section Properties: I:=47.63 s :=13.14 A:= 10.87R:=(d L:=8 Moment: increase :=1.00 dl :=8 ll :=53 1) Stress Limit #1 to 1300 #2 to 1450 w•L2 8< psi w = 61 M : = M = 488 p 8•incr ase if roof LL increase 25% f : = M• 12 f 445.662 F 450 For short duration increase b s b � b F 1 th Fb k 25% (not for ceilings) Shear: Limit 95 psi for 2 x's V :=w•L V =244 2 A•increase ess an o V = 33.671 v allow 95 v less than v allow ok 5•wdl L4.1728 Deflection w -dl 11 Defl Defl 0.009 dl • �- w 11 �_ dl '- (384•E•I) d1 = 4 Limit LL Defl Defl 5 w ll L • 1728 5-w-0-17280.06 Defl 5-w-0-1728Defl 0.069 to U360 &11 384•E•I 11= ti 384•E•I t1= DL Defl to 240 if Ceiling occurs L 12 =1.054.104 L. 12 = 1.591.103 L. 12 = 1.383.103 Defl dl Defl 11 Defl d Deflection ok Page CF -2 AJF ENGINEERING 4905 Pinto Street Riverside Ca. 92509 Tel (909) 369-9355 Arthur J. Fisch Structural Engineer # 1710 Fax (909) 369-1054 Project: Floor Girder 4x8 DF #2, Span 8'-0" Section Properties: I :=111.15 s :=30.66 A:=25.38 d:= 7_5 • __ .. 12 E : =1:7 ;10 L:=8 increase := 1.00 Uniform loads: wdl:=47 wll:=320 wtl wdl+w1l ` a=367 6 Moment: 12'x" ti -L2 a M := M =3.523.10 Roof TL 8•increase = 0 f b := M f b = 1.149103 ok fb less than Fb s Shear: V :=w L V =1.468; 103 v - �V - d•w ) 1.5 DF # 2 Fv = 95 psi tl' tl ' A. increase DF # 1 Fv = 85 psi 25 % increase for vt1=73.205 ok less than 95 psi short term loads such as roof loads. 5•w tl•L4.1728 12 Deflection Defl tl := (384•&I) Defl dDefl t1=0.179 L. = 536.316 Limit LL Defl to U360 More than U240 therefore ok & DL Defl to U240 5'w dl'La• 1728 12 3 Defl dl : = Defl dl = 0.023 L.-=4.188-10 (384•E•I) Defl dl More than 1-1240 therefore ok 5-w 11'La• 1728 12 Defl 11 := Defl ll = 0.156 L = 615.088 More than U360 therefore ok (384•E•I) Defl 11 LJ • Footings & Posts See D-1 & D-2 FP -1 Posts, all posts are either 2x6, 2-2x6, 4x6, or 6x6 For 12 ht. f c : _ .3.1.6.102 f c = 283.565 f c = 283.565 (12-12 3.5 4x4 c, p :=f •3.52 P 4x4 =3.474.103 P 4x6 f 0.3.5.5.5 P 4x6 = 5.459.103 Use min. 4x6 for "2", "T', "4", & "6" 3.1.6.106 For 8' ht. f ° 10.122 3.5 ) f =408.333 f =408.333 P 4x4 f c- 3.52 P 4x4 = 5.002.103 P 4x6 f 0.3.5.5.5 P 4x6 = 7.86.103 Use min. 4x6 for "1" P 2-2A : = f C• 2.3.5 P 22x4 = 2.858.103 Use min. 4x4 for "5" & "7" Use double stud & single trimmer for all headers & beams not indicated Use double stud & single trimmer or 4x6 for garage headers FP -2 Footings, Assume allowable soil pessure 1000 psf Continuous w 16d110c =17.2 Back wall w:= 15-8 + (w 16d110c + 16) 24 w = 518.4 12" wide footing ok 2 Note: if backwall is ok all other exterior walls are ok. Interior wall w wall :=10.8 w wall = 80 W : _ (w + 16) • 24+23 w 780.2 w w + w w 860.2 roof 16d110c 2 roof = d� = wall roof t1 = 12" wide footing ok Concentrated loads W: = len eff W = 7.023 M u =1.233.104 See Mom -1 P 1 :=R rb6 P 1 =5.749.103 P 1 sp =818.578 ok < 1000 P 2 :=R rbl_left P2=4.8-1 03 P W sp =683.469 ok < 1000 P 3 :=R rbl_riot P 3 —4.907.103 P W sp =698.704 ok < 1000 P 4 :=R rb2 P 4 = 3.982.103 P W sp = 566.986 ok < 1000 PS+�8-15+ 24•�'16d110c+161 P 5 ' = R rb4 left P 5 = 2.995.10 3 sp : = I — W P 6 :=R rgb3 P 6 = 3.62. 103 P 6size size := =1.903 ok use 2'-0" 1000 square footing< P7 := R hdr 5 P 7 = 2.388.103 P 7 sp = 339.986 ok for cont ftg. — W Concrete Moment capacity (ult) b:= 12 for cont ftg. as grade beam. No. & size of bars, 144, top & bottom • Clearance 3" h:=24 Pmin P min := 200 FY Mom -1 F Y : = 40000 f c : = 2000 phi : = .9 As:=.2 As=0.2 a l :=.85 d: (h-3—'Sl d=20.75 1 2/ Asm : = P min- 30- d A sm = 3.112 Pact Pact := s P act = 8.032.10 4 A sa '=P act 30-d Asa = 0.5 b•d VY Pmax P b:= .85, a 1 87000 P b= 0.025 87000 + F Y ASF Pmax '=Pb'•75 Pmax=0.019 Asm'=Pmax'30-d Asm=11.554 a:= Y a=0.392 (.85•f c•b) Allow ult. Moment M u :=phi•F Y A S (d— a, M u = 1. 48-10 in -lbs 1 2II M := Mu M = 1.233.104 ft. lbs. ° 12 u. length of ftg effective M u=12330 F12" wide ftg b:=1 z :=ux = 3.511 length_eff:=2•x 00-b-2 15" wide ftg b :=1.25 length_eff = 7.023. len_eff=7.023 L-1 LATERAL, See D-1 & D-2 WI�70mexposure "C" C el5 :=1.06 C e20 :=1.13 C e25:= 1-19 up to IS ft. Ce=1.06 Cq:=1.3 qs:=12.6 I:=1 • P 15 :=C el5'C q'q s'I P,5=17.363 P20:=Ce20'Cq'gs'I P20=18.509 5.26=130 P25:=Ce25.Cq•gs'I P25=19.492 North-South, between A & E area 20 := 5 area 25 :=2 area 15 := 5 + 2 area 15 = 9 W w_ns := area 20'P 20+ area 15'P 15 + area 25'P 25 W w ns = 287.797 W w ae ns : = W w ns W w ae ns = 287.797 North-South, between E & F area 20 := 3.5 area 20 = 3.5 area 15 := 5 + 8 2 area 15 = 9 w w ns := area 20-P 20 + area 15-P 15 w w ns = 221.048 W w of ns : _ W w ns W w of ns = 221.048 • L-2 Seismic. Rw=6, plywood Wind governs : _ . walls, acc=.183 acc 183 roof : = 45.20 roof= 900 wall -i :=3--4 wall i =48 2 - wall -x : = 2.8 — 15 wall x =120 2 - w ew : = ( roof + wall -i+ wall -x) : acc w ew =195.444 Wind governs North & South Provide shear walls @ lines "A", "B" "C", "D", "E" & " f=" 14 W w_ae_ns' 2 Line "A" v a := v a = 223.842 Use 3/8" cdx w/8d @ 6,12 14 9 v=264 psi W w_ae_ns'2 diaph_a := diaph_a =62.956 Use 15/32" cdx w/8d @ (32) 6,12 v=255 psi 11 z chord : = w w ae ns14 chord = 220.344 - 8.32 use 4' lap in top chord plate w/16d nails no -nails := no nails =1.548 use 4-16d min. 107.1.33 Anchor bolts, spacing := 837 spacing = 3.739 va Overturning len:=9 OTM:=va-len-7 wall := 13.15•len2 2 roof := 1.33 +2 15, len 2 2 -2 uplift ; -_ OTM - .67 • ( wall + roof) len Use 1/2" @ 3'-6" o.c. OTM = 1.41.104 wall =7.898.103 roof = 1.619.103 uplift = 858.443 Use LTT-20 • 32 W w_ae_ns' 2 Line "B" vb :_ 16 32 W w_ae_ns2 diaph_b :_ • (40) chord: = w 322 w_ae_ns' 8.42 L-3 v b = 287.797 Use 3/8" cdx w/8d @ 4,12 v=384.psi diaph_b =115.119 Use 15/32" cdx Wild @ 6,12 v=255 psi chord = 877.094 use 4' lap in top chord plate with nails no nails := no—nails =6.163 use 6-16d nails, min. 107.1.33 Anchor bolts, spacing spac :=1260. 1'33 spac =2.911 Use 1/2" anchor bolts @ 3'-0" o.c. 2-v b Overturning len:=16 OTM:=vb•len-8 OTM=3.684.104 2 wall :=- 10.13 • len wall =1.664104 2 roof : _ (1.33).20. len roof = 3.405.103 2 uplift OTM — .67. (wall + roof) uplift =1.463.103 Use LTT-20 38 W w ae_ns' 2 Line "C" v c := v c = 341.758 Use 318" cdx w/8d @ 4,12 v=384 psi 10.5 + 5.5 38 Ww ae_ns'2 diaph_c := diaph_c =136.703 Use 15/32" cdx Wild @ 6,12 v=255 psi (40) 2 chord :=ww ae ns'8.34 20 chord =423.23 RB#1 @ north & top plate @ south — — FA L-4 use 4' lap in top chord plate with nails no nails :- no nails = 2.974 use 6-16d nails, min. 107.1.33 Anchor bolts, spacing spac :=1260. 1.33 spac =2.452 Use 1/2" anchor bolts @ 2'-6" o.c. 2•v c Overturning len :=5.5 OTM :=vc•len•8 OTM =1.504.104 wall := 10 13 lent wall =1.966.103 . 2 2 roof :_ (1.33)• 20• len roof = 402.325 2 wall return := 10-3-13•len wall return = 2.145.103 uplift : - OTM - .67 • ( wall + roof + wall -return) 3 p - uplift =2.184-103 Use LTT-20 36 W w_ae_ns' 2 Line "D" v d :- v d 6+20+3+6 =148.01 Use 3/8" cdx w/8d @ 6,12 v=264 psi 36 Ww_ae_ns2' diaph_d := diaph_d =103.607 Use 15/32" cdx w/8d @ 6,12 v=255 psi (50) 2 chord : = ww_ae_ns8.55 16 chord = 167.445 use 4' lap in top chord plate with nails no_nails := no -nails =1.177 use 6-16d nails, min. 107.1.33 1.33 Anchor bolts, spacing spac :=1260. spac = 5.661 Use 1/2" anchor bolts @ 5'-6" o.c. 2•v d Overturning len :=3 OTM:=vd-len•8 wall 10.8• lent 2 2 roof : _ (1.33)-20. len 2 uplift : __ OTM — .67 • ( wall + roof) len 16 W w_ef ns' 36 w w_ae_ns' 2 + 2 Line "E" v = OTM = 3.552.103 L-5 wall = 360 roof = 119.7 uplift =1.077.103 Use LTT-20 e v e=273 097 Use 3/8".cdx w/8d 8 + 10 + 2.5 + 2.5 @ 4,12 v=385 psi 36 "' w_ef ns� 2 Use 15/32" cdx wl8d diaph_e := diaph_e =180.858 (22) @ 6,12 v=255 psi 2 chord: = w w of ns' 36 chord = 651.087 — — 8.55 use 4' lap in top chord plate with nails no—nails 107-1.33 no—nails =4.575 use 6-16d nails, min. Anchor bolts, spacing spac :=1260. 1.33 spac = 3.068 Use 1/2" anchor bolts @ 3'-0" O.C. 2•ve Overturning len :=2.5 OTM:=ve•len-7 OTM=4.779.103 wall 15.8• lent wall = 375 2 ' 2 roof : _ (1.33).20. len roof = 83.125 2 uplift OTM— .67•(wall +roof) uplift =1.789.103 Use LTT-20 len • • w w of ns' 36 Line"F" vf;= 2 9+ 2.5 Anchor bolts, spacing spac :=1260.1.33 w 2.v f Overturning len 2.5 OTM: =vflen. 5 wall ;= 15.8.len z 2 roof : _ (1.33 )- 20. len z 2 return :=6.15.8.1en uplift := OTM — .67 • ( wall + roof + return) len L-6 v f = 345.988 Use 318" cdx w/8d @ 4,12 v=385 psi spac = 2.422 Use 1/2" anchor bolts @ 2'-6" O.C. OTM = 4.325.103 wall = 375 roof = 83.125 return =1.8.103 uplift =1.125.103 Use LTT-20 • LATERAL North-South L-7 WIND 70 mph exposure "C" C el5 :=1.06 C e20 :=1.13 C :=1.19 e25 up to 15 ftfCe=1.06 Cq:=1.3 qs:=12.6 I:=1 P 15 '=C e15'C q'q s'I P15=17.363 area 15 :=13.58 area 15 =754 P 20 ' = C e20' C q' q s' I P20=18.509 area 20 : = 2.5.33 area 20 = 82.5 P 25 ' = C e25' C q' q s' I P25=19.492 area 25 :=4.5 area 25 = 4.5 F w ns ' = area 20-P 20+ area 15' P 15+ area 25-P 25 F w ns = 1.471.104 W w ns' = F w_ns w w ns = 253.557 — 58 — Seismic. Rw=6, plywood walls, acc=.183 roof : =106.20 wall_i :=7.6.4 wall x.=2.8.15 — 2 W ns = ( roof + wall—i + wall—x)- acc acc :=.183 roof = 2.12.103 wall—I =168 wall x =120 wns =440.664 Seismic governs.North-South • L-8 41 W ns' 4 Line "1" & "2" v 1 := v 1 = 115.816 Use Stucco 41 4+ 12+4+9+4+6 v=180 psi wns' 4 diaph_1 := diaph_l =42.611 Use 15/32" cdx w/8d @ (106) 6,12 v=255 psi chord : = w 20.52 chord = 196.175 ns 8.118 use 4' lap in top chord plate w/16d nails no -nails := 107.1.33 no -nails =1.379 use 4-16d min. Anchor bolts, each wall spac 1210.1.33 spac =6.948 v 1.2 Use min. 1/2" A.B. @ 6'-0" o.c.. Overturning len :=4 OTM:=v1•len•8 OTM=3.706.103 wall ; = 8-15. lent wall = 960 2 z roof : = 17 + 2 20• len roof =1.68.103 (2 ) 2 uplift:- OTM- .85•(wall +roof) uplift =365.524 Use PAHD-42 len Overturning len :=9 OTM:=vllen. 8 OTM=8.339.103 2 wall := 8.15• len wall = 4.86.103 2 2 roof : = 14 + 2 20• len roof = 7.29.103 2 2 uplift := OTM- .85•(wall +roof) uplift =-220.976 No uplift len 41 L-9 W ns' Line "3" v 3 := 2 v I =115.816 Use 3/8" cdx8d 11+8t 13+6+15+3+3+11 @6,12v=264 psi Anchor bolts, each wall spac ;= 1210.1.33 spac =6.235 v3-2 - Use min. 1/2" A.B. @ 6'-0" o.c. Overturning len:=3 OTM:=v3•len-8 OTM=3.097.103 wall := 8.15• lent wall = 540 2 roof : = 2 14 +2 20• len ) roof = 810 2. 2 uplift ; = OTM - .85 • ( wall + roof) uplift = 649.913 Use PAHD-42 len Overturning len:=6 OTM:=v3.len•8 OTM=6.194.103 wall := 16 10 len2 wall = 2.88- 10 2 roof : _ (14 + 20� 20 2 len roof = 6.12.103 l 2 2 uplift ;= OTM- .85•(wall +roof) uplift =-242.587 No uplift len 41 W ns' Line "4" v 4 := 4 v 4 = 250.934 Use 3/8" cdx 8d 4+8+6 @ 6,12 v=264 psi Anchor bolts, each wall spac := 1210.1.33 spac = 3.207 v4.2 Use min. 112" A.B. @ 3'-0" o.c. • L-10 Overturning len :=4 OTM:=v4'len•8 OTM=8.03103 wall 8.10• lent wall = 640 2 roof : = 110 + 101 20 2 len roof =1.6.103 1 2 /I 2 uplift := OTM- .85. (wall + roof) uplift =1.531.103 Use PAHD-42 len Line "5" Shared between house and garage Wind w w_ns =253.557 Line "5" F 5—wind =w w_ns' 2 F 5_wind= 1.395.103 Seismic Line "4" F 5_seismic '=wns'2-2 F 5_seismic = 1.212.103 J • One Story House for Mary Coolman, Smith, GARAGE GRF-1 Dead loads, roof tile :=10 ply :=1.5 insul :=2 veil :=2.2 misc :=1.4 ' gwb :=2.8 Live Loads, roof w rll :=16 Dead loads, floor ply :=2.3 insul :=2 ceil :=2.8 misc :=1.4 jsts :=4.4 Live Loads, floor wfll :=60 Conventional roof 2x10 @ 16, rafters :=2.8 with ceiling w •=rafters+ 1 tile b+ insul w -19.9 16d110c �- ply g`"' 16d110c 2x6 @ 24, rafters :=1.1 with ceiling w 24dl6c :7 rafters + ply + the + insul + gwb 2x10 @ 24, with rafters :=1.9 ceiling w •=rafters+ 1 +tile+mise+ b 24dIlOc '- ply g"' 2x10 @ 24, with rafters :=1.9 out ceiling w 24d110 �:--rafters+ ply + tile +mise 2x10 @ 12, with rafters :=3.7 out ceiling w 12dl10 = rafters + ply + the + misc 2x10 @ 12, with rafters :=3.7 ceiling w •=rafters+ 1 +tile+misc+ b 12d110c �- ply �' Conventional ceiling cj :=1.7 misc :=1.5 insul =2 w dl ceil = cj + misc + insul + gwb Floorwfl dl:=jsts+ceil+insul+ply w bm48 := 6.4 w bm410 := 8.2 wbm412'=9.9 wbm610:=13.2 wbm414'=11'7 wbm612:=15.9 w bm416 :=13.5 W 24dl6c =18.2 W 24d110c =18.4 W 24d110 =15.6 w 12d110 =17.4 W 12d110c = 20.2 gwb = 2.8 w dl ceil = 8 wfl dl=11.5 GRF-2 Rafters, 2x10's @ 16" o.c. Span, 20'-6" Max. DF #2 with LL @ 125% allowable stress. With ceiling wd1:=(wl6d110c+2.8)'1.33 wd1=30.191 wll'=wrll-1.33 w11=21.28 w tl : = w dl + w 11 w t1= 51.471 See C-1, Use 2x10 @ 16" o.c. Ridge Beam #1 Span 12'-0" wdl:=w16d110c'20.5+wbm412 wdl=417.85 wll:=wrll-20.5 w11=328 wt1:=wdl+w11 wt1=745.85 Rrgbl:=wt1'2 Rrgb1=4.475.103 SeeC-2,Use4x14 Ridge Beam #2 Span 12'-0" over dormer w dl := w 24d16c' 7.52 + w bm410 w d1= 76.45 ww+ w tl ' = dl 11 w 136.45 t1= R w 12 rgb2 � = tl' 2 RB #1 Span T-6" @ high end of dormer 6 w dl ' = w 24dl6c' 2 + w bm410 w d1= 62.8 w =wdl+w11 wt1=110.8 P:=R rgb2 7.5 wll'=wr11' 2 R rgb2 = 818.7 6 wll:=wrl1'2 P =818.7 RB#2 Span T-6" @ low end of dormer. Use same as RB#1 w11=60 See C-3, Use 4 x 8 w11=48 x:=77_5 x=3.75 2 See C-4, Use 4 x 10 See C-4, Use 4 x 10 • • RB #Ppan 20'-6" @ side of dormer ww 1.33 + w w 39.667 dl 1 �= 16d110c' bm610 dl 1 = wtl 1 :=wdl 1 +w11 GRF-3 W111 :=wrll'1.33 wll 1 =21.28 w dl_2 :" W 16d110c' 12 3 + W bm610 + W 24dl6c' �. +2+4-15 . `x' 11_2 ' = w rll' � 2 1.33 + 75 . +2 w tl_2 : = w d1_2 + w 11_2 P:=Rrgb2 P=818.7 x1:=6 x2:=17 Floor Joists, Span 20'-6" wf dl:=wfldl'1 wf d1=11.5 wf tl :=wf dl+`"'f 11 wf t1=71.5 w a = 60.947 W dl -2 =156.683 w 11_2 -102.64 w tl 2-259.323 See C-5, Use 6 x 1100 wfII:=wfl1'1 wf11=60 See C-6, Use 2 x 12 @ 12 GH#1 Span 16'-3", Garage door Header, 4x14 wf n=60 w dl := w f dl* 20. 2 5+ 15.8 + w 16d110c' 20. 2 5+ w bm414 w d1= 453.55 wll:=wf 11' 20.52 w11=615 3 w ti- 16.25 3 w t1 : = w dl + w 11 w t1=1.06910 R ghl : = 2 R gh 1 = 8.682' 10 GH#2 Span 9'-3", Garage door Header, 4x10 wf 11=60 See C-7, Use 5-1/4 x 14 Parallam w dl : = w f dl'255 + 15,8 + w 16d110c' 20. 2 5 + w bm410 w d1= 450.05 wll:=wf 11' 20.52 w11=615 w tl : = w dl + w ll w t1=1.065.103 See C-8, Use 4x10 AJF ENGINEERING Arthur J. Fisch Project: 4905 Pinto Street Riverside Ca. 92509 Structural Engineer # 1710 Page GC -1 Tel (909) 369-9355 Fax (909) 369-1054 Rafters 2 X 10 @ 16 SPAN 21'-6" (With CEILING) • Section Properties: I:=98.93 s:=21.3 A:= 13.88 increase :=1.25 E:=1.7106 L:=20.5 wd1:=26.6 w11:=21.8 z Moment: w:=wdl+`"'ll w=48.4 M:= cr . 12 M=2.441.104 8. increase Stress Limit #2 to 1450 M fb. s Shear: 95 psi V:= . w. L Increase 25% for short 2 duration. f b =1.146.103 " F b : =1450 fb less than Fb ok V= 496.1 v:= V 1 5 = 42.89 A. increase V allow 95 v less than v allow ok Deflection 5•w dl•L4.1728 wdl `"'dl•2 I'll'=wll•2 Defldl Defl dl =1.257 (384•E•I) 4 Limit LL Defl 5-w 11'L • 1728 5-w-0-1728to U360 & Defl ll := Defl ll =1.03 Defl tl := Defl tl =1.144 384•E•I 384•EI DL Defl to 240 if Ceiling occurs L. 12 =195.705 L. 12 = 238.796 L. 12 = 215.114 Defl dl Defl 11 Defl d Deflection ok > than 240. with GWB ceiling s Page C-2 AJF ENGINEERING 4905 Pinto Street Riverside Ca. 92509 Tel (909) 369-9355 Arthur J. Fisch Structural Engineer # 1710 Fax (909) 369-1054 Project: 4 x 4, 1=12.51, s=7.15, A=12.25 4 x 6, 1=48.53, s=17.65, A=19.25 Section Properties 4 x 8, 1=111.15, s=30.66, A=25.38 4 x 10, 1=230.84, s=49.91, A=32.37 4 x 12, 1=415.28, s=73.83, A=39.27 4 x 14, 1=678.48, s=102.41, A=46.37 RGB#1 4 x 14 DF #2, Span 12'-0", DF #1 Uniform loads: wdl :=418 wii :=328 wtl=wdl-i�, wtl =746 L:= 12 F b :=1250 increase :=1.25 Required Section Modulus "s" 2 L 25% increase for lvf _ (w dl + w11� M 1.074 104 s := M tl* 12 = tl tl s 103.127 roof Live load 8•increase F b Section Properties: ,:=1.7 106 d:= 11.25 I:=678.48 s:=102.41 _ A: -46:37'—E` 4x14 ° �'� 12 b=1.259103 fb:=Mt112 4x14 Shear: 4 x s V :=wtl•L V =4.476.103 v (V- dwtl) 1.5 v allow= 95 psi 2 A increase 25 % increase for v allow := 95 v d = 97.735 short term loads such as roof loads. ok slightly > 95 psi 5 wtl•L4.1728 12 Deflection Defltl:= Defl tl=0.302 L• =477.202 More than 240 ok (384•E•1) Defl ti Limit LL Defl to L/360 5'w dl•L4.1728 12 & DL Defl to L/240 Defl dl : = (384•&I) Defl dl Defl dl = 0.169 L. = 851.657 More than 1-1240 therefore ok 5•wll'L4.1728 Defl ll := l2 3 Defl ii =0.133 L. = 1.085.10 More than L/360 therefore ok (384•E•1) Defl 11 • Page C-3 AJF ENGINEERING 4905 Pinto Street Riverside Ca. 92509 Tel (909) 369-9355 Arthur J. Fisch Structural Engineer # 1710 Fax (909) 369-1054 Project: 4x4, 1=12.51, s=7.15, A=12.25 4 x 6, 1=48.53, s=17.65, A=19.25 Section Properties 4 x 8, 1=111.15, s=30.66, A=25.38 • 4 x 10, 1=230.84, s=49.91, A=32.37 4 x 12, 1=415.28, s=73.83, A=39.27 4 x 14, 1=678.48, s=102.41, A=46.37 RGB#2 4 x 8 DF #2, Span 12'-0", Uniform loads: wdl:=77 w11:=60 wtl:=wdl+wll wt1=137 L:= 12 F b := 12550 increase : =1.25 Required Section Modulus "s" Z 25% increase for M tl (w dl + w 11) L M tl =1.973 103 s : = M tl' 12 s =18.939 roof Live load 8. increase F b 4 x 8, 1=111.15, s=30.66, A=25.38 Section Properties: I:=111.15 s:=30.66 A==25.38 E:= 1.7.106 d := 7.25 4x8 M 12 y� \ 12 fb := tl , `f b = 772.133 4 x 8 s Shear: 4x V :=wtl•2 �V--=-822 vtl (V- d•wtl) 1.5 v allow= 95 psi 2 A increase 25 % increase for V allow 95 v tl = 34.952 short term loads such as roof loads. ok < 95 psi 5•wtr0.1728 12 Deflection Defl tl := Defl d = 0.338 L = 425.689 More than 240 ok (384-E-1). Defl tl Limit LL Defl to U360 5•w dl•L4.1728 12 &DL Defl to U240 Defl dl := Defl dl =0.19 L. =757.395 (384•E•I) Defl dl More than U240 therefore ok 5•w 11•L4.1728 12 Defl ll := Defl i1 = 0.148 L. = 971.991 More than U360 therefore ok (384•E•I) Defl 11 .. • 0 Page C-4 AJF ENGINEERING 4905 Pinto Street Riverside Ca. 92509 Tel (909) 369-9355 Arthur J. Fisch Structural Engineer # 1710 Fax (909) 369-1054 Project: Residence RB#1 4x10 TL Roof @125 % L:=7.5 F b :=1250 P:=819 increase :=1.25 Uniform loads: wd1:=63 w11:=48 wtl:=wdl+wll wt1=111 Required Section "s" �w dl 11)�LZ +w L M M tl' 12 Modulus _ ti +P M ].853.103 tl s regd '- 25% increase for 8 increase 4 increase F b 1.25 roof Live load sregd = 14.23 Section Properties: I:=23.0.84 s act :=49.91 A:=32.37 E :=1.7.106 4x8 DF #2 M d:= 7.25 f b := t1 12 f b = 445.492 Fb>fb ok 12 s act Shear: 4x10 DF #2 w tl P . V :_—+- V =465 vtl :_ (V - d•wtl)" 1.5 2 2 A• increase v allow= 95 psi 25 % increase for v allow := 95 v tl =14.752 short term loads such as roof loans. vallow > vtl ok 5•wtl•0.1728 3 1728 12 3 Deflection Defl ti :_ +P.L Defl tl =0.052 L. =1.736.10 (384•E•I) 48•E•I Defl ti Limit LL Defl to U360 More than U240 therefore ok & DL Defl to 0240 5•wdl•0.1728 3 1728 12 3 Defl dl : = + P L Defl dl = 0.043 L. = 2.087.10 (384•E•I) 48•E•I Defl dl More than U240 therefore ok 5•wll•L4.1728 P.O. 1728 12 3 Defl ll : _ + P• L Defl 11= 0.04 L. = 2.227.10 (384•E•I) 48•E•I Defl 11 More than U360 therefore ok i 0 AJF ENGINEERING 4905 Pinto Street Riverside, Ca. 92509 FAX 909-369-1054 Arthur J. Fisch, Structural Engineer #1710 909-369-9355 RB#3 DF#1 6x12 CO co 103:! ji' 5 ]8 ]5 1616.95 5 10 —17?3.54 8496.09 5 10 15 5 10 ]5 -].063 Main Span. Concentrated Loads Lb, Ft. #1->P=818 X=5 #2->P=818 X=17 Main Span. Uniform Loads. #/Ft, Ft. #1->W=61 D=5 A=0 #2->W=103 D=12 A=5 GxIO S4S Beam Sheet No. C-. ' Fb_all=1300+25f=1625 Psi. Fv_all=85+25f=106.25 Psi. Fc—Perp a11=3B5+25%=4B1.25 Ps 8496.09x[2 Zr=1625x1 _____ =62.74 In^3 fb=1232.37 PSI Zp= B2.73 L/Delta=231 Ip=392.96 i 1773.54- 48.29)x1.5 fv=----------------------= 49.53 P5I 5,5x9.50 Main Span=20.5 Ft. E=1.GE+6 PSI #3->W=61 D=3.5 A=17 • Page C-6 AJF ENGINEERING 4905 Pinto Street Riverside Ca. 92509 Tel (909) 369-9355 Arthur J. Fisch Structural Engineer # 1710 Fax (909) 369-1054 Project: FJ#1, 2x12@12 Section Properties: I:=177.98 s:=31.64 A:=16.88 increase :=1.00 �dl ��Moment: E:=1.7.106 L:=20.5 w:=11.5w =60 w :dl 11 tl IIC.� Stress Limit #1 to 1300 w•L2 & #2 to 1250 unless w a= 71.5 M := 8. increase M = 2.543.103 F b :=1450 if roof LL increase 25% fb := M. 12 f b = 964.29 fb less than Fb ok s 1' For short duration increase 25% (not for ceilings) V :=w•L 1'S V = 496.1 v := V• v = 44.085 2 A•increase Shear: Limit 95 for 2 x's vallow :-95 v less than v allow ok 5•w dl•L4.1728 Deflection w dl =11.5 w 11= 60 Defl dl := Defl dl = 0.151 (384•E•I) Limit LL Defl 5•w11•0.1728 5.wti-O.1728 to U360 Defl ll := Defl 11=0.788 Defl tl := Defl tl =0.939 384•E-1 384 -E -I DL Defl to 240 if Ceiling occurs L. 12 =1.629.103 Defl dl L. 12 = 312.181 L. 12 = 261.97 Defl ll Defl ti Deflection ok >240 • • Uniform loads: wdl:=454 wl1:=615 wtl:=wdl+`I'll L:=16.25fb:=2900 increase 1.25 Required Section 2 Modulus "s" _ N't1�L • 12 _ s M tl 14 M M 3.387.10 s :=— s = 116.807d:= 25% increase for tl 8. increase tl f 12 roof Live load E:=2.0. 0 Section Properties: I :=1201.333 s :=171.5 A:=73.5 5.25 x 14 M fb := tl f =1.975.103 Parallam 5-114 x 14 Shear: s Parallam V :=w tl•L V = 8.686.103 v tl := (V - d•w tl) 1.5 v allow= 290 psi 2 A•increase 25 % increase for short term loads v allow 290 v tl =121.444 ok less than 290 psi such as roof loads. 5•w ti. 0.1728 12 Deflection Defltl := Defl tl =0.698 L = 279.354 < 240 but no plaster, ok (384•E•I) Defl tl Limit LL Defl to U360 5-w dl -L4.1728 12 & DL Defl to U240 Defl dl := Defl dl =0.296 L =657.773 (384•E•I) Defl dl More than U240 therefore ok 5•w 11•L4.1728 Defl ll =0.788 L. 12 = 247.46 More than U360 therefore ok Defl 11 (384E•I) Defl 11 Page C-7 AJF ENGINEERING 4905 Pinto Street Riverside Ca. 92509 Tel (909) 369-9355 Arthur J. Fisch Structural Engineer # 1710 Fax (909) 369-1054 Project: 3.5.14 =49 3.5x7.25, 1=111.14, s=30.66, A=25.38 3.5 14 3 3.5x9.25, 1=230.84, s=49.91, A=32.83 = 800.333 3.5x14, 1=800.333, 3.5.142 =114.333 s=114.333, A=49 6 12 5.25x18, 1=2551.5, s=283.5, A=94.5 Parallam section properties 5.25x16, 1=1792, s=224, A=84 5.25x14, 1=1201, s=171.5, A=73.5 7X18 1=3402, S=378, A=126, "5.25x12, 1=756, s=126 , A=63 7x11.25,1=830.57 S=147.66, A=78.75. "5.25x11.25,1=622.93, s=111.74, A=59.06 "5.25x9.25, 1=347.16 s=75.00, A=48.6 5.25x7.25, 1=162.75, s=44.89, A=37.16 GH#1, Span 16'-3" Parallam, 5-1/4 x 14 fb=2900 psi w/ Roof LL @ 125% Uniform loads: wdl:=454 wl1:=615 wtl:=wdl+`I'll L:=16.25fb:=2900 increase 1.25 Required Section 2 Modulus "s" _ N't1�L • 12 _ s M tl 14 M M 3.387.10 s :=— s = 116.807d:= 25% increase for tl 8. increase tl f 12 roof Live load E:=2.0. 0 Section Properties: I :=1201.333 s :=171.5 A:=73.5 5.25 x 14 M fb := tl f =1.975.103 Parallam 5-114 x 14 Shear: s Parallam V :=w tl•L V = 8.686.103 v tl := (V - d•w tl) 1.5 v allow= 290 psi 2 A•increase 25 % increase for short term loads v allow 290 v tl =121.444 ok less than 290 psi such as roof loads. 5•w ti. 0.1728 12 Deflection Defltl := Defl tl =0.698 L = 279.354 < 240 but no plaster, ok (384•E•I) Defl tl Limit LL Defl to U360 5-w dl -L4.1728 12 & DL Defl to U240 Defl dl := Defl dl =0.296 L =657.773 (384•E•I) Defl dl More than U240 therefore ok 5•w 11•L4.1728 Defl ll =0.788 L. 12 = 247.46 More than U360 therefore ok Defl 11 (384E•I) Defl 11 • • Page C-8 AJF ENGINEERING 4905 Pinto Street Riverside Ca. 92509 Tel (909) 369-9355 Arthur J. Fisch Structural Engineer # 1710 Fax (909) 369-1054 Project: 4x4, 1=12.51, s=7.15, A=12.25 4 x 6, 1=48.53, s=17.65, A=19.25 Section Properties 4 x 8, 1=111.15, s=30.66, A=25.38 4 x 10, 1=230.84, s=49.91, A=32.37 4 x 12, 1=415.28, s=73.83, A=39.27 GH#2 4 x 14 DF #2 4 x 14, 1=678.48, s=102.41, A=46.37 Uniform loads: wdl:=450 w11:=615 wtl:=`"'dl+wll wt1=1.065.103 L := 9.25 F b :=1250 increase :=1.25 Required Section Modulus "s" 25% increase 2 (w dl + w 11� L M tl' 12 for M tl := M t1= 9.112.103 s : = s = 87.479 roof Live load 8. increase F b Section Properties: I:=678.48 s:='102.41 A :=46.37 E:= 1.7. 10' d := 13.25 4 x 14 12 fb:=Mt112 fb=1.068.103 4x14 s Shear: 4 x V :=w L V = 4.926.103 v - (V - d•w ) 1.5 tl' tl ' - ti 2 A. increase v allow= 95 psi 25 % increase for v allow := 95 v tl = 97.037 short term loads such as roof loads. ok slightly > 95 psi 5 • w L4.1728 'Deflection Defl tl := tl• 12 Defl tl = 0.152 L = 729.81 More than 240 ok (384-E•I) Defl ti Limit LL Defl to U360 5.w dl -0.1728 12 3 Defl dl := Defl dl =0.064 L. =1.727.10 & DL Defl to U240 (384-E•I) Defl dl 5.w 11.0- 1728 12 More than U240 therefore ok Defl 11 := (384•E•I) Defl 11=0.088 L =1.264103 Defl More than U360 therefore ok 11 • Posts FP -1 6 6x6's fc;=.3.1.6.10 fc=833.333 P:=fc•1.25.5.52 P=3.151.104 I11.12 2 11 5.5 2nd level interior posts P :=R rgbl'2 P =8.95.103 6x6 post ok @ upper level 6 4x4's fc;=.3.1.6.10 fc=408.333 P:=fc'1.25.5.52 P=1.544.104 10.12( 2 3.5 ) 1st level interior & P :=R rgbl.2 P =8.95.103 4x4 post ok in exterior posts wall at lower level 6 4x4's fc;=.3.1.6.10 fc=337.466 P:=fc*1.25.3.52 P=5.167.103 11.12 2 C 3.5 2nd level exterior posts P :=R rgbl P =4.475.103 4x4 post ok @ 6 4x6's @ large f c : _ .3-1.6 12 f c =1.245.103 f C:= 1000 garage doors 9.12 2 5.5, P fc•1.25.5.5.3.5 P =2.406.104 Large garage door post P :=R ghl P = 8.682.103 4x6 post ok Footings, assume soil pressure max. 1000. psf w ftl' 20.5 w 16d110c' 20.5 Exterior wall W wall :=15.10 w xwall _ 2 + w wall + 2 `"' xwall =1.087.103 15" wide footing ok r r . Interior wall W wall:=8.8 wiwall :=wf tl'20.5+wwall W iwall = 1.53.103 W Mall width width = 1.53 18 wide footing ok 1000 i FP -2 Footing for interior square footings R rgbl =4.475.103 W:=4 P :=R rgbl•2 P =8.95.103 Footing for exterior square footings R rgbl =4.475.103 length := R 1000-1.25 rg1 .25 1 length =3.58 24.2+35+15.2 W:= W =4.542 W > length ok with cont. ftg. 12 Garage Door Ftg. R ghl =8.682.103 P :=R ghl W:= 3.5 Sp := P � W mall' W Sp =1.019.103 Use 3'-6" square W 75 �tv;4 GL -1 GARAGE LATERAL, See D-4 WIND 70 mph exposure "C" C e15 :=1.06 C e20 :=1.13 C e25:= 1-19 up to 1,5`% Ce=1.06 Cq:=1.3 qs:=12.6 I:=1 • P15 Cel5'Cq•gs'I P15=17.363 P20:=Ce20'Cq•gsI P20=18.509 5.26 =130 P 25 := C e25' C q• g S I P25=19.492 North-South area 20 := 5.34 area 20 =170 area 25 : = 5.1. area 25 = 3.75 area 15:= 11-34 + 2.4.6 2 8 area 15 = 430 W _ area 20'P 20+ area 15'P 15 + area 25'P 25 w = 254.421 w_ns ' 42 w—ns Seismic. Rw=6, plywood Wind governs walls, acc=.183 acc :=.183 roof : = 36.20 roof = 720 wall i : = 2 8.4 wall—i =16 — — floor : = 36.9 floor = 324 wall —x:=2. 13.15 wall—x =195 2 — W ems, : = (roof+ wall—i + wall—x + floor)• acc w ew = 229.665 Wind governs North & South GL-2 Provide shear walls @ lines "A", "B" & "C", 20.5 W w– ns— Line "A" v a := 2 v a; 162.989 Stucco v=180 psi 71-6+3 20.5 w �;— diaph_a := _ns 2 diaph_a = 72.439 Use 15/32" cdx w/8d @ (36) 6,12 v=255 psi • chord : = w 20.52 chord = 371.252 w_ns' 8.36 use 4' lap in top chord plate w/16d nails no–nails no–nails = 2.609 use 4-16d min. 107.1.33 Anchor bolts, spacing := 837 spacing = 5.135 Use 1/2" @ 5'-0" o.c. V Overturning len :=3 OTM :=v a•len•7 OTM = 3.423.103 10-15-len 2 wall :=wall = 675 2 2 roof := 20'5 + 1 .20. len roof = 1.013.103 2 2 floor := 120.5 —� 9•lent — floor =415.125 2 2 uplift := OTM– .67•(wall +roof +floor) uplift =671.335 PAHD-42 w/12-16d, F=1400# len Overturning len:=6 OTM:=va•len•5 OTM=4.89103 z wall := 10.15•len wall = 2.7.103 2 2 roof : = 20.5 +1 .20. len roof = 4.05.103 ( 2 ) 2 2 floor /20.51 9 len floor =1.661.103 ` 2 /I 2 uplift := OTM– .67•(wall +roof +floor) uplift =-124.229 No uplift len II • I 4 I' I,1 . GL -3 W w ' 20.5 Line "B" v b := -ns v b =189.66 3/8" cdx 8d, 6,12 21 + 6.5 v=264 psi 20.5 W w-ns•— diaph-b := 2 diaph-b =72.439 Use 15/32" cdx w/8d @ (36) 6,12 v=255 psi Anchor bolts, spacing 837 spacing =4.413 Use 1/2" @ 4'-0" o.c. v Overturning len :=6.5 OTM :=vb•len•7 OTM = 8.63.103 2 wall := 10.10• len wall = 2.113.103 2 2 floor : _ ( 20.5) . 9. len floor = 3.898.103 2 uplift := OTM- .67•(wall + roof +floor) uplift =290.657 PAHD-42 w/12 -16d, F=1400# len Overturning len :=21.5 OTM:=vb•len•5 OTM=2.039.104 2 wall := 10 15 len wall = 3.467.104 2 2 floor := I22.51 9.12 floor =2.132.104 1 I uplift OTM- .67•(wall + roof +floor) uplift =-922.717 No uplift len • GI -4 20.5 W w_ns'— Line "C" v c := 2 v c = 226.767 3/8" Ply. cdx, 8d @ 6,12 2.5+6+3 v=180 psi Anchor bolts, spacing := 837 spacing = 3.691 Use 1/2" @ 3'-6" o.c. vc Overturning len 2.5 0TM:=vc•len-7 OTM=3.968.103 wall :=10.15•len 2 wall =468.75 1 2 2 roof : = 20' 5 + 1 •20. len ) roof = 703.125 2 2 floor :_ (20.5) 9. lent floor =288.281 2 2 uplift := OTM- .67 (wall + roof + floor) uplift =1.196.103 PAHD-42 w/12 -16d, F=1400# len Overturning len:=6 OTM:=vc*len-5 OTM=6.803.103 2 wall := 10-15-len wall =2.7.103 2 2 roof : = 20.5 +1 .20. len ( ) roof = 4.05.103 2 2 2 floor := 20.5 9 len floor =1.661.103 2 2. uplift := OTM- .67•(wall + roof +floor) uplift =194.662 PAHD-42 w/12 -16d, F=1400# len • LATERAL East-West GL -5 WIND 70 mph exposure "C" C el5 :=1.06 C e20 :=1.13 C e25:= 1-19 up to 15 ft. Ce=1.06 Cq:=1.3 qs:=12.6 I:=1 p15:=Cel5'Cq•gSI p15=17.363 area 15:=10.5 p 20 :=C e20'C q•q s'I P20= 18.509 area 20 :=5 C C I p 25 '= e25' q'g s p 25 = 19.492 area 1.5 25 �_ W w ew : = area 20' p 20- area 15'P 15 -F area 25' p 25 w w ew = 304.095 Seismic. Rw=6, plywood acc :=.183 walls, acc=.183 roof : = 44.20 roof = 880 floor :=42.9 floor =378 wall_i : = 7.4 wall _i =28 wall x :=2.10.15 wall x =150 _ 2 _ ms's ew:=(roof+wall_i+wall—x+floor)-acc ws ems, =262.788 Wind governs East-West Line "5" Shared with house See L-10 F5 :=1395+ww ew'36 F5 =6.869.103 2 v F5 v — 228.957 Use ply. 3/8" cdx 8d @ 5 3+4+5+18 5 6,6 v=264 psi 36 W w_ew' 2 diaph-5 := diaph_5 =130.326 Use 15/32" cdx w/8d @ (42) 6,12 v=255 psi M2 chord :=w chord = 1.173.103 w—'w 8.42 use 4' lap in top chord plate w/16d nails no—nails := 107-1.33 no—nails =8.242 use 9-16d min. P GL -6 Anchor bolts, each wall spac := 1210-1. spac = 3.514 v 5.2 Use min. 1/2" A.B. @ 3'-6" o.c. Overturning len:=3 OTM:=v5'len•7 OTM=4.808.103 wall ; =10 -10 -len 2 wall = 450 2 -? roof : = 2 17 -t- 2 20• len ) roof= 945 2 2 uplift := OTM— .67. (wall) uplift =1.502.103 Use PAHD-42 len Overturning len :=18 OTM :=v 5•len•8 OTM = 3.297.104 wall := 13.15•len2 wall = 3.159.104 2 roof : = 2 13 20 len roof = 2.106.104 2) 2 uplift ;= OTM— .67•(wall +roof) uplift =-128.095 No uplift len 36 w w ew Line "6" v6:=- v6 =195.489 2 Use ply. 3/8" cdx 8d @ 6+3+10+6+3 6,6v=264 psi Anchor bolts, each wall spac := 1210.1.33 spec =4.116 v 6.2 Use min. 1/2" A.B. @ 4'-0" o.c. Overturning len:=3 OTM:=v6•len•4 OTM=2.346.103 wall ;= 13.15•len2 wall = 877.5 2 uplift := OTM— .67. (wall) uplift =585.983 Use PAHD-42 len :7 GL -7 Grade Beam Line "C" M v c•2.5.7 M =1.984.103 2 M u =1.236.104 See below M u = 6.229 Grade beam ok M u > M M Concrete Moment capacity (ult) b:=15 F :=40000 f :=2000 phi :=.9 for cont ftg. as grade beam. AW, No. & size of bars, #4, top & bottom A s :=.2 A s =0.2 p 1 :=.85 Clearance 3" h:=24 d:= �h- 3 - .5) d = 20.75 2 Pmin Pmin:=200 Asm'=Pmin•30•d Asm=3.112 F Pact P act : = b dd P act = 6.426.10 4 A sa := P act 30• d Asa = 0.4 Pmax Pb :=.85•Q 1 f c 87000 Pb =0.025 FY 87000 + F Y Pmax'=Pb••75 Pmax=0.019 Asm'=Pmax-30•d Asm=11.554 a:= ASFY a=0.314 �.85•f c•b) Allow ult. Moment M u :=phi•F yA s• (d- al M u = 1.483.105 in -lbs 1 2I M u:= M u M u= 1.236.104 ft. lbs. M u=12360 12 ............... F� Ism R)1.1 rnN 71 ru z ru JILI11 i`% F� Ism mill[ T) 0 JOHN & MARILYN SMITH MARY COOLMAN - A.I.&D. & ASSOCIATFS 609.E. SACRAMENTO. (818) 794-1812 90727 ALTADENACA 91001 P4::d,t, motsf IC* 6 CA910109-0727 . SITE: CLEAR CREEK CEMETARY RD Ielel 4 4 1 -0 4 2 7 CHICO, CA 95926 I ru I i MARV CDOULAW - &Laa A AtSCOAM Fees 01 -las so. 10727 posed*.*. CA 91109-0727 if -41Z r- Njj"—&MAA" SM C, v , Z 0 to 609 E. SACRAMENT() (818) 794-1012 --ALIADMA- CA 91001 SITE: CLEAR CREEK CEIVIETARY RD J*t-:Nj; cc, n3 fifm CHICO, CA 95926 4 ,, ,; CEATIf1CATE op'[ONLLIANCE-igeajdontlat (pert.1 of 2) tF-10 page 3 of 13 P+roject Nbm@, SNITt('RESID€NCE Da,4e: 72/27/1Y96 AD Address. CLEAII. CREEK CENETARY ROCNICA� 8u lding Parait No a CA, Designer: NARY COOLMAN - AIBD & ASS09IATE5 Chocked Date Documtntotiont ALTERNATIVE ENERGY SYSTEMS COMPLY'24 User '2266 GENERAL .INFORMATION :5 Compliance Method; Climate 'zone, COMPLY' 24 versiort t 00 r" Conditioned Floor Area; 3478 Oft Duildjng Type: Single Fam Det Building Front Orient -ti-; 180 deg (S) Number of Dwelling Units: 1 Floor Construction Type: 'Raised Floor r BUILDING SMELL INSULATION; 1 Cam pon U Velus Location/Comments --- p-13 Uall (4.13.2k4,16) 0, OM FLOOR PLAN R-38 Roof(R.38.204,16) 0.028 FLOORPLAN R-30 Flr (F.30,200.16)16I 0,028 FLOOR: PLAN _ /R-6 Crewlsppea, ' �, ...-✓'ter 4 n 44 s 5 k 5. 5 o it i ! c� C N t' i ! c� C N t' xd Al yil w Aj a, I FF / Na i xd Al yil w Aj a, I FF / Na r : _ A L.L_ r xd Al yil w Aj a, I FF / Na A L.L_ M19K, .i u3- fff l wrra- Iw:.FnF+r.:..:.;w'�nerw:,.t'+re+t.wl�+.e�ewxfvuu4W+.uu.,.�Yrr.+rrrv,+'e++iiir4i r.r,Mr,...k ss �,4viY-tf i �....- xd Al yil w Aj a, I FF / Na A L.L_ l wrra- Iw:.FnF+r.:..:.;w'�nerw:,.t'+re+t.wl�+.e�ewxfvuu4W+.uu.,.�Yrr.+rrrv,+'e++iiir4i r.r,Mr,...k ss �,4viY-tf xd Al yil w Aj a, I FF / Na I 1 t V t�k I M r , J �a 1 M ff n I ,a 11 dl 1 r � a f �(t. eC J r C ,r r j 1; � f 1 A I 1 t V t�k I M r , J �a 1 M ff n I ,a 11 dl 1 r � a f �(t. eC J r C ,r C. �. 15 r" +'.'. g DO xw+�..... Tt:. . C. �. 15 .r r x r NCo DO .. �- ,. 3 APR 2 1992 ".SNC@T i X t l -r— J J_ t ,F _r � H r� rz.Y h7h, � W Gam I - Lel , ,�i�. rLS , _ Iu 5U n c�. PJ �NE,54.11 . i s I ,� I !h G P U Ff K L 1 G f, ALL L `!moi rzc-1v4�/, CS L i t K M. SHF, L..VGS y i f ` r �1 _ Iu 5U n c�. PJ �NE,54.11 . i s I ,� I !h G P U Ff K L 1 G f, ALL L `!moi rzc-1v4�/, CS L i t K M. SHF, L..VGS �� k r �- k '.' {, .� .. _ �, i k ' �, ., u' ieaso ever mnau;ic,, ,.,,,y,,.,r„y�••�,,,,.,-,. -`,Iv -_ V Y r., r+ _ .... �'. � ✓�„ ... _.__.«_,_. `,. a- .ill k I': ' SD And CBII I)S W.Ih- -_. J. . 'l , J r ,. ,.. :. ,,.r. 't - �. /r :PLAN : ...,-,.—.�.__-,...'. 0 T 4 1 `�'J I _' �, i _ I. WU{ Ou•lily $ •(n» Row•r Unl}... •,.. � _.. ,.., - .:mew. 75 Iran -- - .,. : maKr 75 hom rod _Mal ,. .. '.... .: r, r Irl �Y : //� 1 t .� L htI C , k 8 1 .: 2 W, U I I ., M S y 6 r.. .' ._ ,r. .VIE � r .�i EW f I t I f I l 1 I , 1 _ _ '. ...... ;. ;., .o., •.„r, Y r Jt SYeem _ PERMIT CnNeaz 11:"-'1:, P 1 9 ^1r iDLRA PnNa . 1: Sucll ni e front Pool l rand Brei WITHOUF _ -- �- �. - -. vF♦ :,r-..r.t __...._ ”. t .. - .► _ _,,�. ,e u e.e.l_-r_e.l_h _e_ b 9e e e_. P e ._ _ _0_00 .8.T ��� TW�— I � . •� _._.-i.� � .� . ,. G1aU 4te;cr tnca 5rro.t_J u'C teIG1. n .c. L SIc tt 4 G tn rritrPl,B lcCP.1n" d cllt _u3y'tiBv 4 HPcItouIRn,eu . 3 1/� vL (� d 11 o IOnel 55SaiY, 5.5 K electric T .�9w1d.t;ties fisn( C t:G. I:cl. srtPtcica_ra- rLi \t n I51119. ndlilcn 6m . tc s G f t6�l a msv r . dnU Gri L 1rhrG,r 1r.o s1/1 1. - 7_natural9 ark io ne LenterwIIh electronic 9nln .t S alJiaa lGcl to ulstnt1ou cene'otdered nllaualeletlr c heater, nrc L1wbidiatslclc1, o 11tITcC.k (natf G1c r (cPrh1a c uclsd1rs lsSt"1an rl dUtn icL11l n atr1 6 1lhl, rilead t ruatcacnfec"nfs�nc l,Isc,men.cc t2 i�o a d Aic c G h- ai. a li b krumhep I 11tc {t t h muhc nvcr uml Sk,surk Its) Cal) be located, a < _G i � o 6, Lowrv of1e Ionization 75'ft! r n llGa m I11GstoaC5 kC warantCICA1usingIndust standard a -r 3nn� aF nOCC c i0l aCMN�:. 7,Ae urn Preaeu.IC11 •,aSre) itDrio, ori Ct1lII InCu(1l-aCIfUlla_iit LU1T-48NnG flCr,-GICCU1C.Or� IICaIG(,'GICCI'4niC 6 3wA Jhf. - ACCESSMrJSTDE AlNTAfNED O1}IE tnntamr Inn an Ways, d1GL1 I 29 2t B:, ountin9base, CONTROL COJNECT1ONSATT4EFROtTPANEL tIcsl r1crftnestan OFT}1:rOQt(OR1}ESKWMER RETURN4. T 9: iemovebtetettdd a filter :fnr: \a clI s DRAIN, ANDVALVEASSEMBLY, 12 Timer end switched GFl outlet b EPI to! crcu•Itll1rr and Draminc. 71,c spa con ins 2 S(Qrinllnnwmr and is lYPtcai CliV , aws of allcd vh.h 1- a iN ,:� leiln umenalo Ionization stemro 3a dcn:h. ac ci d dr�! eddhrnu ha12mr 4sG 1iIumhda t the I2: _ .!: . .1. .,I _r... Ir�:1 . _� 1,. •, _' _� ,, i . ...l. a..,..�•-.,-�,,-�._',..., r _. - } , _ - - _ _ _ .s.E . _ .t: r_ _ f ., . ..9_iICL I' I -r . ,. . , M _ s ' tri _ III ' ~� ,I1}ii11 l s' f�Irr1rrI1r , I: ' ' �:�•-'-J' 7 J :- E •D r a_- A '. .: " ' G �t L,o _ —, _ k _ . _ l .n w _ _ . _ d o _ ' ..1. l , _. I _ :. J. t_ I ' d v. ,I � i _ ,.n p .' p. I line_hI c iFO lIONALJCT SANb/OI1LIG I1SARC 53,14,Gnr rClln6dta water (1uaf s stem o thus a kinn crnn(dram: ThG spa ts:(tsu_. a_b_, l. _ l SELECTED, 'CL CE:FORACCESSMUSr DRAIN� v eve 4Ycarr kvt(lapel) )d6nntLac. Easy _CCCeeI hlae ulPment most x: nIMnin ENDLESS POOLS, I C TECHNICAL L:SPECIFlCA IONS- DiAGR M4zn9s nd refilled once ALSO 3EMnlNTAWCD ERE,c CONTACT _0 O ENDLESS POOLS INC..TECHNICAL,SPEC SPECIFICATIONS DIAGRAM 1:5 295 ENDLESS ooLsINC,FOR D AGS fican 7 tc s a wallrt circulated also mancall at preset umcstlr us at ULIC SES ENDLESS POOLTM BOTTMFLAGE.ANGLE ANCHOR tcr run _ STANDARD ENDLESS POOLTMBOTTOM FLANGE TENSIONSTRAP NCHOR n-camca Lfl1cr,hcTlcrrnndcicclmm.ciontzau.nn° un.fcau,ons stem. 71tctoni7atloa n s stentDETAIL ver toLcin the avatc 10 kilia actcna an copper ions to �t1 I sl ) zEErftACnl he Sir I oort La n(cinoneis tLscd Inn iiizc fiG organic tatcn�la that cannot h eE .rcln v d el LIrnnlc,l , LI)c level ofchlonn c required Is laaa tlty iG CrA'sItindards for �'♦ rT INAATION dnnkl t cS wanochi nnc odor nrcffccts:fer; ltcrmts. Gcclncitcautrcmenlsr The SIP (5(k a or G) cps) hydraulic c power unu r:qulres a 30 ;ii �,atn Ic ht:c2_2 v Itac icG, AL peak load this unit d aw 23rnn s7 c nwcrunit GnL nNl7ED i SLIcdl a ndiait,Tir swch e n tdc •icat itLlt, ENDLESS POOLS, INC.. TECHNICAL SPECIFICATIONS DIAGRAM T 1fz 5 EN L SPOOLS,INC. TECHNICAL DIAGR 6t/295 EPI CANNOT BE .L ,ff usm tcti atr aLontrnll r RESPONSIBLE FOR JTiE sTEEL�ANCv)tl, llcclnctl ip te ll \cru. STAND ARD NUL SSPOOLM COMPONENTSSC EMAlC'DIGRAM. ENDLESS POOLTM OPTIONS OVERVIEW, INTEcR IrroFTitE CATEMUST13ETA4 nVnNIzED8EELnNrL 711 S.5 kw cleL rL, Gacr so requires n �0 n, st I4 Ilst,22volt service '17110JESAND LIGHTS CMDE INSTALLED ON THE FRONT, SIDE, AN EAR PANE K N T AN RING 5YSTFt THE E UVrT, WHICH CREATES THE CURRENT, AND THEWA7E 1 0UALiTY SY TEM, W(CN' LS ,AcES AND To ENSUREuC_ THnTAcCES5 S MAINTAIN ED O SERVICE, cEr USED, ns TIIE SYSTEM Is m AVOID D THH 5T UCrURAL.7EDl.tl1at tn3 ant •22QvnIt servlet.are n ava,IJlc, GWILas Pool FILTERS,HElTS,-AND PURIFIES THE "WITEir CONNECT TOTHE ENDLESS POOL' ATTR FRONT MI DVGs nt,,can OMDLOCAIOTv -SHOWN,RCUnNT'ONTHE OU LrY OF THECONOR LNER antPtJo ACCESS TO THIS PANEL MUST DE MAINTAINED: DETNS O GSvtlCh carsw ower bnta stems usut thcaamc 30 ntcc71us sw.tcitRECMENDE0 TTHE �EFTHrARCRETAFLOrcULniwrat s asn double Lr Il,itultic throw switch, All electrical LonloncnLaaorGSAEANCHOR BOLTS su MhyVCLINER approved, 1t "0 USED, JETS MSaslThltlx,Unlika,swimmfn1 pool, Ihen IGss rn(ilM isa r� delivered h Indlaas is do o ic jot 1 kit (nnl o1nr ItbGthcr is ct 1 iltc ooltaf cabc_,I 1 -.lie Endless mnvcd v th dtc hainG vncr should the ImmcoWcrZEBACC be relocated, o 2 RIGID FOAM ----INSULATION. SUPPLIED OPTIONAL ' 1 1l2 X T tl2 X BY OTHER Your Endless 'oaltar installation wellbe GlrsslfiGd asaPnnI or:s a ascd a nn our local, cr GAX-_- Swtmmm m UNDERWATERP!?JgESsrCCDCoJtTo; ireGALGALVANIZED zcn ordi oncc5 local codc:nfftcc ,,rt rcfaUo, and c(im.0 ns.G to1ncd.m the National STEEL ANGLE ElcunL Ct(c1 Atiicic.680Gpools', . C t1tns,fad Similar Inslallalnns, VALVE SUITABLE ALTERNATIVE 0r8NUT AND, DOLT 4 SWM31/2, DOTTOMFIANGCiOJT M_ v �0UTT0 FOR POOL tiO O F nl 8 3 ANCHOR ao M, PvG DUTfON FORJ7S CbDOY ]�LINFR CR1 : rH IN5ULATIG h h /UG{rs YI1.trPOOL FELT OPTIONAL ,LNSULAiING a)stoAtrR R O ttr ?_ LFELT _� � �aorlE.rr srmturc LEG o ELAU TCD IN oF7 BOTTOM T/A_ 1 0 ANIEiTACTALE' Y TENSION STRAP C lRCGE 4\ � (J1k T 9;/ saxTRxcAVR Ncr01 SYSTEM dhcauJERs 1 W :SA1St.,l.,,r L) � �tri � /w 1 fit ,rvO RETLRN S OOT l,LEVEL ,, r L NP Nc : . LEG Ci"— ACEEFLOOR "1 BOTTOM S JErs. �4 ?C r .r � I� �1 �- _ V!t � }ID RorroM �JGc wncE' 42 r RoWITHOUT I i� t. , i orninaE 4 f II. ll 7 and E l: r h , ,._ 1}lLW4lEl3&1 UAuLY..5Y.r.IE .,a s � .Jit rJTrt♦r,Tft",Tfr 9 t ,, ! ,1Jf1,ddr. v'=,nt h 1 r, tT0fii r♦A.T YJr,t r.Jt t ✓t. , . . � , . : •t n f. ..1 ,•. .,.'��._•. •...:.I� . r_• • nn. : : b,. ` " _. _n %EN LESS o L5 INC•CAN O :STRESS �nPWATER QUALITY:SYaTEM I> DETAIL NECESSITY OFDRAINACE AT OOSUR DRttS 0::rbnTHE SITE OF INDOOR FUL4,SLACE n R SUMP SYSTEMS SHOULD DE LOCATEDAT SICEKEPffT10MDOT NT C POOL AND wA UUTY �N "ESS POOLS INC. -TECHNICAL SPECIFICATIONS DIA��b.�Lf,ANbdIOULOUGSYSTEhL THAN t,LOCAIEb MnCC-AIAg9ES FOR ACCESx3CQI�EdCLLS, _S DARQ ENDLESS POOLM FRONT PAJELDETAIL nDOVE tf JE 170OL5 WATER ACCESS MUST OF MAINTAINED TOII.IE �. { _ MINIMUMANC�J:Q TNGp� 1� SURFACE Mtb No MORE 7}{M! CONIROLCQNNECTIONS'AT1T IF, FRONT PANEL '� _ - :FULL SCALE V DfGow MnkIuM oC�tiEPaoLroRT)ICSKiMMrR,RctN, DISTANCEfROM rO0157:��4, iYD TAULIOOR IN, AND VALVE ASSEMBLY. : I:CAVC ENOUGI I ROOM nt1OVt_ IIJSE IF O TIONAL , AN _O GHTS A - ANb IN CROtJT OC OU P J_CTS l7l .RLI. RC E IPMENT C O ACCESS S. TO EfCECTIVELY SERVICE (T: SELECTED, CLEARANCE U CCC S MU T f LSO DE MAINTAINED I IERE, 31ICPOYVM.V.4i[ sI IOt1t.D DE i3O(A rCD IN n Sit! MA%IM(1Mn15rANOt l ;4CIL4.F� yA1J(E 9S.�Etd&.� QPZIQNL►I��NiM: Ail] StILLON 20FINUQF�' END.L.ESS R_OO LS,.' .INC.e TEL HNICALSPECIF{CATONS _ DIAGR_AM 6029S 95 , 0K NO ENDLESS PGOLSINC.TECHNICAL DIGRnM 5.224S11 RETRACTABLE 5ECURITY COVER OPTION :rew_ TILE COPING SYSTEM _BELO COPING MOU 2x_aoGEDn wr�xT, URETHANE i fN I ♦ ♦ _. ♦ ,. a ;onry r+nnu.ln ♦ Y: t THIS DWG PROTHEliS10N51SOOH1ttL ` _ O BY 1RUSS lira. S FLQR-t1ALK'II1 STE FFERRERIA SMITH FF25 24 EPARED FRDH IONPUIEA fIIPIR (LOCOS L ' REFER TO ORANING A150 FOR TYPICAL PLATE LOCATIONS, TOP CHORD 4zt. FL 01680t. BOT CHORD 4x2 FLi1L8et. CONHECTOR'PLATES MUST BE INSTALLED IN ACCODOARCE 11I1'I THE WEBS 04 FL Standird F.EO IRE11EHTS OF 1,0 .o. RESEARCH REPORT 02949. ti F' IN LIEU OF RIGID SlIE41111NO: TOP.CIIORD TO BE BRACED BY PROPRIGIERLY ATTACHED PURLINS SPACED CONNECjOR PLATES DESIGNED fOk,GRCER'LUNBER PER OPS -91 3ADLC In AUDIFIOH, AD CEILING OR 2x4 #3 II.F. ROTE• THIS TRUSS RUST BE INSTALLED A5 SHOWN, IT CA,}NOT DE USW OR BETTER CONTINUOUS LATERAL BRACIRG SPACED 0 72.00. 0,c, aPstoE OQBM. TOP OF TRUSS MUST sC HARKED BY TRUSS FABRICATOR. RUST BE PROPERLY ATTACHED TO THE. BUTTON CHORD NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION:'- 0.7.5 " E 2X6 �4l HEH•FIR OR BETTER CONTINUOUS STRONGIfACK. ATTACH EXPECTED VERTICAL LIVE LOAD DEFLECTION,- 0.66 TO EACH TRUSS.111TH 3.104 NAILS, STRONBOACX'HATERIAL To IE SUPPLIED sT ERECTION CDNTRACTDR. RECDHMEIIDED CANKER TDP AND'06TTQH CHORDS /O' AT 4IDS00. 10.6-6- 10'. 0 30 1 2X4A ma : 1.5%4 Mi 3X6 5X417 , 4X12ma 'N-3fi�Xbti 1.5X4 11 0121m0121m'. 7 1.5X4'D J 2X4 II 1.5X4 (R) 1 2•Et 1 EI • fl 4Xlxs0X7211 2';5X4m2.!5X44 4X12* A� X120 1 5X4 W-11 S251.4 IN 21.5=© over 2 Supports 1 4" 9-1180 IF•5.5• R•-1180 W4.5' "St t P - 5 . es Crit 10 ` URC 18, F Scar , PLT'TY 1 1 e N7C LL 4Q.0 RSf REF .8427--93A82 ••uuftn•� uassu ulnl 1111111[ cu{ to wNluuc4: plruN, sui►11s. 11Paulw 016pQiESSI [� [� C� Cl aut■f..fusl n Vmu 11JiIL11e tIStALtI1e'Ar 13041161. frL1$911 n ul IMIS PLAN V TC OL 10.0 PSF DATE 07 14 9T nnlnlf. Iw 1'410110 "... flli/ 1". 0'11441. AI nll11. fol Will MOMS IJir If � turrsuu Ie[ftrl[itN1l, "41st 01et111M 11oICAto; lop claw NUL NO Mwtur AnAn10 ,}''• ' C BC DL 5 .0 P$F DRN.'CitUSR427 :97195043 n6I1a"u I&MM s6t"s Con PAIL Nn A :I0rn111tIAM0 01416 tuLteo, C=l ¢ "tr_mrur• 116+154 A can IF nll INION to Ist Isswun6s C«tnuPM, Jinn t"tlftus CA• ENG RICK Ieleecl: IK• Sims lot N ustasfu+ IM "Y ONUQIOe Flom Ilff Nn6111 Jit ruLrt " Me BC LL 0.0 PSF t CI p fO "{u nl nius 10 carolled nls toll 04 55.0 PSF SEQN- 113178 n"lun". Mlxfle., Slur{": 115TALLAI4o1 09 ru+r a "13136, 131"136113 crow" VIII uril<Ji I IINJi10 , p'los t•utwu nese * IQT. LD. ' ualrlunos trues"mt an ICU Fill of Ar 40t%ANoclAslaf Lw u1. Alts" *� r DUR. FAC. 1.00 FROM MC r coa[ttaas IIS AI4 LF 4/cru4w Jill cu161LI urn: Will AL Pmu. fr►Ir 4aA[nrs.to CIYiL t� 11�J y�,�US � WN rKS A !fell, W A11tf 01Auln 10CL110 7[ 1116 01[Iie, (ofl4{011 40u1c101f fn .i,�, nJ�- - ^^ _ 1 A•0. Ji Ira111!t NAL a[ 1ds.oMsta 13:1314 oNr Io:1,t Dula OFC6t SPAC i (dG 24.0 +Jiur+ u+.71e s" 11 ue NICs eo fc euill idle a IIr ololl +ss _ .. O Cl C=7 M Ira Moa An CI 1 1 SMIT11•WALK Ill SMITH f,lL'1R"_FINAL • IFF53 TMAD IS;ONG, PREPARED FROM COMPUTER INPUT (LOS &,DIMENSIONS) SU8NITTED 01 TRUSS RFR.. TOP TH RD 4x2 FL ] COIINECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE DOT CHORD 4x2 FL J1 WEBS .1x2 FL Stalldar(1TICAL PLATE LOCATIONS: - REFER' TO ORAHIIIG A150 FOR TY , L ADDITIONAL LOADING f.nf( TP '.S MANUFACTURER) TRUSSES TO DE SPACED, AT 16,00 O.C. MAXIMUM. 5 PLF at 17.30 1 TC - Frola 15 PLF ,• `0 to 1CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE,WITH THE ,, ' REQUIREMENTS OF 1.C.6.0, RESEARCH REPORT $2949. + '2X6 f3 HEH41R OR :41.01 CONTINUOUS STRDNODACN. ATTACH AS TO EACH T .'5S 004.1 7'1uJ HAILS . STRONGBACK MATERIAL TO UPSIDETDOWA. TOP OFSTRUSS IHOST LBEDMARODOBY TRUSS AFABRICATOR. BE SUPPLIED BY ERltTIdfl CONTRACTOR. NOTE;; A 2X8 FL ft LEEGEIz MAY BE ATTACIIED TO ONE FACE OF THIS IN LIEU OF R161D SHEATHING: TRUSS 1.6' DOWN FROM AND PARALLEL, TO THE TOP CHORD, ATTACH O'24.00'DoTc.DEINRADDITION. h RIGCED ID CEILING ORR2x4S#3 ICF ";-,4 (2)-Iud NAILS IN EACH NEB MENDER. OR.DETTER CONTINUOUS'LATERAL BRACING SPACED`8 72.00' o.C. MUST BE PROPERLY ATTACHED, TO THE BOTTOM CHORD. ir r 16 8.0-0-.-_.,.., _,:,..,._..�. r—.�.--z 7-11-8 { 301- yF 33 o ; MUNN 93X410= 113X4'• W3X6 W1.5 (R) 041.5X4 (R) II 1-2.8 0-0 N3>f8 N3X l4 D W3X6►x' .. H3X6- H 17•x`•0 Over 2 SU orfs v R-761`11-2:75' N -7G1 W - I 2.754 PP q !14,� Note: All Plates Are W1 -5X4 Ext0t A3 ShOwn,�PL •_ De"sT U C ter a; U C 1D.1b8 CA StD -.3:5' t. t+ 95 w w 04 u ■ 1 rANI ROI. IIMILII . 1111114%. 1151 IW aN TC LL4_16.01, REF 8427--21986 G7 O Q C] nSatel eun to mat p5"L1n 1[51uuK w "5c104r. rLw1"to n sl (urns nAtt unlmt, to ao4ato "., Slin 3IO, Itutlle: It 611101. I* Will MOTU$ nb4 11 7C A!,DATE 08 19 ttrwur 151tx FVKI s, ntal ewvn[ INtwro, top twa sw[ unuu mwa�Imrntu ►411.;"119 U[u MALL IUtt Ano=,,),nitU!17110CILLI".DC DLDRN cAusAatl 97231013 1*011"To ?An" 4 9►Y a-1111 ODI" N rN ("rut4T1" c"tuc!mens. in, wtt set N 61wum611 rN "r NnulN 1401 Tall mill A4r rutwe to 8C LL .'CA -ENG ,PBC FM M Cl Imrte[ 1AI61ts to Murwcrun Im dA runutlls, rl.Nued. su fnic Inutunola ALPINE uwKlr 11110, _ "1104pu touont vIn 4Tauwtt 0404161011 OF Oil'Iul1IIAL14061 T07iL`SEAN ^ '3176 wurtuu911r11r.wIi tet ♦-ulcAA I04t5rue ruu Alwaulul AI4.n11 will cmtcta[ Au KIN II uu ua an au W1. Mot,;nc61rAI Nilo, u5/t cuncroit n' bUR'.FFROM 'NC199 111 r Taltt,'AN "Liss 01111IItt lku"9 ton oln". n$111n fI11Kills 1111110 Uo ", A•1'A,Iw11lu1I uu u In, .Il1M aa►au'OLT n tu;oln9 SPAC'Y NYIISt 104. .At d5 I All 4(W1 1 ► 1, AWS.. SNITN-WAl K IN SMITH FLOORS FINAL FF34 REFER 1G BRAVED 1011 COMPUTER IIIPUT (LOADS A DIMENSIONS) SUDNITTED BY TRUSS JIM THIS ONG PREPARED FR TIOMfr, VTOPI CHORD 4X2 FLTRUSSES TO BE SPACED AT 16.0" O.G. MAXIMUM150 FOR TYPICAL PLATE LOCAT CHORD 4x2 FL1, . WEBS 4x2 FL Standard, CONNECTOR PLATES MUST DE INSTALLED (N ACCORDANCE WITH TIIE' 7.3.3• ED FOR GREEN LUMBER PER NDS -91 TABLE REQUIREMENTS OF [:C,B.O. RESEARCH REPORT >12949. CONNECTOR PLATES DESIGNED NOTE: THIS TRUSS MUST BE 111STALLED AS SIIOUN. IT CANNOT BE USED RECOMMENDED CAMBER TOP AND BOTTOM .WORDS J3/8" AT MIDSPAN'. UPSIDE DOWN, TOP OF TRUSS ;MUST BE 'MARKED, 'BY TRUSS FABRICATOR. i' 2X5 #3 MEM -FIR OR BETTER CONTINUOUS ST.RONGBACK: ATTACHIN LIEU OF RIGID SHEATHING: B8 SUPPLIED BY ERECTION'CONTRACTOR. OR2BETTER CONTIN1U USRLATERALABRACINGCSPACEORD 72G ORx00 31 cFD TO EACH TRUSS MITI) 7-IOd NAILS. STRONGBACX MATERIAL TO TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACE MUST BE PROPERLY ATTACHED TO THE BOTTOM CII cs W201 WL.5X4W 11.5X461 W2X4N H1.54(R4 N1 CY4(H) w N3XBm H3X4-W21X4® W3X8� tr 1 1+1.0 1 0 8-0.0 W3X8� 113X80 411, 5Xd Q' W1.5X40 103091 H3X8Ml ZKOO (1=6.8 OV.er 2 SUpports R-815 U--2,75` ' e,, R-815 W-2.15 , o .gg Cal 375" -t .' —1 .wen0.• mutmotutcnlutcut 31FAMIC4111tD:WJtIS Winna 7.atuUal:. .1 1h8 TC. LL 4� 40 0 PSF, REF R427-=2]740 MACIN, Aun To:Ito•11 louptt11 tISIHIJI0110 Iu4pUc MUM It I►1 (IAM Plitt H Q tllrnm, 163 I nwrN a,. rent ror, tarot. r1 . 63119.1ot sunt tlAtnal ala re, �OIRI110 TC DL 25.0 PSf DATE 08 /19, °7 wrtww ntu factltu, encu enultu I0101(f. to? C» wit rut autos=ltturte � b.0 PSF WOG O tum"V\u ►ANIk nation cMn FULL ►463 A trorulr 4t1A"t►111M ctnllt. �W' BC DL 5.0 PSF ON GAUsR42T 97tstas6 /FAlrcrir IIu full tit p N Wrllut to At/ 0631trt01 I"" NIS OC11Y1 NY 141101E 14 b •llNrtilll�• Iltrllr i Clrt R, till 91194 7t M (11110.4411011 MINAtta. AMC 91411101/ u CI �3 nt notsa'it ttataicu all stll a ltIRtumKa WIttw. sn1nN. utrAtuaa aBC LL MG PBC FN III$ unot cure1111$Ill untwtt ►4tlutal tF 01 p4tlnll mic TOT.LD. "70.0 PSF SEON - 3089•l'IrlCAT104 MKIS1t1 91IW N96ICAI 1041 4`0 10[% AllodA110e1 wt►1. ut141 Z�TRUTTM"-'2 eWctat ut cwt of lett "'O mu u1t utr. 1tdt, nuor 40 $oto: wu 1L11Icras w CI `� V BUR. FAC. 1.00 FROM NC t4p1 rut r t1F1t', w uuu (ntulu town o1 rmcrt63a, fOttillS Cetlttta! /V 0AA1110s 170. Itr; A$010 A•1..-41 u63utt s, uA1 01 Itis mut" u►1u$ urs m to ultai ' OQ4` SPACING 4 1111 S I1 0 1 tt uo:.. D„�A•I!J "tutor eFe1 111 at OUtkvl - ... l� SHITWHALK IN SMITH FLOORS FINAL FF31! THIS ONO PREPARED FROM CORPUTER,01PUT tt.0 OS 6 Dlyf.11SIORS) SODMITTED BY TnUSS MFR ITOP CHORD 4x2 FL 01 REFER TO DRAWING A15D;FOR TYPICAL PLATE 3.00AT'IONS. OT CHORD 4x2 FL dl&Bek. WEDS 4 xz Fl 5tDndord CONNECTOR PLATES MUST ,BE INSTALLED IN ACCORDANC E NITH THE REQUIREMENTS OF RESEARCH REPORT J2949. CONNECTOR PLATES DESIGNED FOR GREEN LUNGER PER NDS -91 TABLE NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN, 1T CANN.oT BE USED UPSIDE DOWN, TOP OF TRUSS MUST BE HARKED BY TRUSS FABRICATOR. ILOTE: EXPECTED VER I�AI DEAD LOAD DEFLECTION 0.22 RECOMMENDED CA11DER TOP AND BOTTOM CHORDS 4/0 -AT MI"PAN. XECTED L LIVE LOAD DEFLECTION !!� 0.50 ". IN LIEU OF RIGID SHEATHING. + 20 #3 NEM -FIR OR BETTER CONTINUOUSSTRONGDACK. ATTACH TOP CHDRO TO DE GRACED BY PROPERLY ATTACHED PURLINS SPACED TO EACH TRUSS 111TH 3110d RAILS. STRONGDACK'MATERIAL TO 24,00• o.c, IN ADDITION, A RIGID CEILINGOR 2x4 93 11,F'. BE SUPPLIED BY ERECTION CONTRACTOR, OR BETTER CONTIHUOUSFI.ATERAL BRACING SPACED 0 72.00, o.c. RUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. . 30' WI.5X4 K W3XIO- W1.5X4 R W3X4- W1 -5X4 H 112.SX4= W1„ 5X4 11 W3X10© W2X41I 1-z-8 - t 1 B H3%lOH3X8A, w W-HS2512® H1. 5X.419 W2.5X4Q H3X10o H301aOn 20-2-15 Over 2 SuIppopt R-101 A.2,75' Rd1125 W-2.75 1 i PLT 7YP. Hia t e" t Unknown TPT-95 Des n Crite la• UBC 10.1D8 - - E Scale-.375"/Ft. •wI111cIN0 + -.roS s 1 aUt Intut tNI. lA FAulanol IAAo1 N 1XIMIG, InI1L1Pt Au'I O L Cd uAclr um n au a 1Nto1m ns1u11r Ar IIltllt) /rtuls+n a III tTN1s KAIC TC LL 40.0 P SF REF R427--21737, m: p'�` 3 C� ia't'awiln It" 0'50 nu�rou. nui:i iiicmal I�suTu,sioi'aaii uii o.r<I"Ir`ioimy nkuo s4Q*O i �'l TC DL 10.0 ;PSF DATE:08/19/97 0 ,3/ `�, ' ,�aUT0- n"IMA ►'soru 1K utsoul11110Tic ulALLATj C=IkA4Tcki.'tusuINlotnm g� c QC DL 5,O PSF DRNCAUSR42T 97231633, O 1' 10 P `l O "WWW I9:r'SAUL NT it1EMISIM1:i M' W 1t1IATI01 F/Ot'71{L 0 ST.. 17 FAIIW[ H, \ � Hilo TI[ U93ul Is 00991111f1 wlls Im A Fmitcol 4. rAw v , Soullas nItA kAT10o Ot. .M AUC LL._ 0.0. PSF CA --EMG PB:C FM T���T S"c 11iiilwwt attisl i i iii S fullsTit nSu ` TUM Tit, 11111161 coucall oil$ /N� 1 1'i lton c"114V I gifts if 1i1. - oil' raSoLIIIIAL c to' #t .>tr TOT. LD. 65.0 PSF SEON - 3.100 2�TR 170 " tan ii t a iwu. A» 191111 00131031 IOCAUG1 u toil o1SIt1, ►u11104 fowmtols ►u •O 1� OUR RJAC. 1.00 FROM MC 11A1`at$ 120,191 UI u1 a•F. AY WOW$ ALL II Tilt NUTAG UIIUi 91ST 10 TMI OtllAt 9 ' OQ SPAC I Nr 16 , 0 .iA 1.114 tt•.0 ►ao1 1 7J 1'� �tT _c.. S/� 3 d SHITH-WALK IN SMITH FLOORS 'FINAL - FF35 Tlilt BWG PREPARED FROM CONPUTiR INPUT (LOADS b DIMENSIDNS) SUBMITTED BY TRUSS AM, TOP CHORD 4x2 FL �!1 REFER TO DRAW NG' A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 02 FL $1664t,. T 16.0•'O.C. (9AXIMUM. WEDS 4x2 ,EL Standard TRUSSES TO BE 'SPACEp A tDMUST- 'CONNECTOR PLATES DESIGNED FOR "GREEN LUMBER PER .NDS -9I TABLE` REOPIREOR PLATES 44 -0E INSTALLED IN ACCORDANCE WITH TILE n QUIREME�T5 OF I.D, RESEARCH REPORT 12949, 7.3.3.. NOTE: THIS TRUSS RUST DE INSTALLED AS SHOWN. It CANNOT BE USED ' 1H LIEU OF RIGID SHEATHING: E. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.23 UPSIDE DOWN. TOP OF TRUSS MUST ~ 'Z MARkD BY TRUSS FADRIGATOR EXPECTED VERTICAL LIVE LOAD DEFLECTION � 0.30 •. TOM CHORDS 3/8' AT HIDS44I TOP CHORD TO BE BRACED 8Y PROPERLY ATTACHED PURLINS SPACED REC01#1ENOE6 CAMBER TOP AND BOT I H.F. 0 24.00 a.c. IN ADDITION, A RIC. D CEILING OR 2x4 �3 + 2X6:13,HEM-FIR OR BETTER COIITINUOUSISTRONGOACX- ATTACH OR BETTER CONTINUOUS LATERAL BRACING SPACED 9"72.0,0' O.C. TO EACH TRUSS WIW 3=LOCI NAILS. STRONGDACW MATERIAL TO MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, BE SUPPLIED 8Y ERECT! OW CONTRACTOR. 5.5 6; —18" 10-6-0 J 3011 Typ. c WI.5X4 R,� T` iW2X II N3X8s�; d1;5X4R W3X4m W3X4g `W3X8sfl 42X41HI54p .4r 1 1.2.8 * 2.8 1' } -'.8-0-0,4 WiHom M394-- 1131(8 W3X8M y I_ Slipporr"s -'� r AV' f _ _ R=804 Nys.ss 17.5 B.OYor 2 R-004 W-5.5' Pu typ- Unknow :P'-9Deflo'Criteria: UBC 113.11181- S0,06 ..3 5+ F' MUAgIGUnits AI.UU IIINM CAlt 11 4ARltlrnl..,nuea. {tiro!". ystuusc 1IoL 40.0 PSF REF R427---21741. [�. Yuclw, k0t4 lhit 11 eel (MINIte't1 11llpe All 11101101. 111111410"el IN VIII NAIL 0 11111031111.11E WNWID 144, sous ill. UDtIOA; 63119): Ire wtn nun mos to Q�OIKIS etIp uoww ll[u n14rnu: alos orN4lst IN rr MU ur[ t1Nt1Sr Alumtu� �� � �( TC DL 26,0 PSF DATE 00/19/97 5 17MM1L Wall, UIRA tew0I111-Ulf A tA0MV jreeue StAie [111114, � •� BC bL. 5,0 ITS DRW CAUSR42T 9]2�1DD6' c 1M" •IIAeI•► n141e A ten 9)l a III MUM rel 149TAL AIICI. COtnAOtwllC:ll1 . Altllt tilt ALPINL� "Jo tig INC, 1114 " at 211161 JIM toe. AIM NitllI1A AMIM,i eae14{ AIR IA3 W it Cl Cl erlu rll lusue q calrolreut aunt: w ruuursoo,.Y+uuta; wu►iw, I1trAuuur w X7 BC LL 0.0 PSF CA -ENG RBC FM �r�r :Soft[t rue A[i.lt st 414A. U JI ln7 M rO 14U. In1tt111t OCIlllrn K we (Ilatotll ttuu p, - eoAellK a mous. nu colo nowt! au ut utanunwvruun of ru uuuw rfsucl w ►ANA usecul>u► Ao t9), Aulsc * , * 701': LD.' 70.0 ;PSF SEAN -_:31 TRUSSU►7A [l. MW it 110110. A►11r coommo1111 ua r1a et 1M. An tIl ntlt.nr MR11 is llt olua, MITI" toluuoot ru .g It �� UUR . FAC . 1.00 FROM MC r, A Rpt SPACING 24.0" Ir 3034 n fcrlo Mel loo fou ar ec ►run Orel a #All$A nut It wuwl 1», In'4e feo Aa. n nelr<u1 au os 1113 ugtn;Arnln our.[t Ill ot41A SHITH WALK IN 'SHITR FLOORS FINAL FF32) THIS DWO PREPARED FROM COMPUTER INPUT (LOADS.!: DIHEIISIOIIS) SUBMITTED:BY TRUSS HFR BTOO CHORD 492 FL I OT CHORD 4x2 FL 'It REFER TO DRAW! NG A150 FQR TYPICAL PLATE LOCAT[0115. F PLATES RUST BE INSTALLED IN ACCORDANCE_ WITH THE REOUIRENENS OF1 C,B„0., RESEARCII REPORT D2949,� WEDS, 4x2 Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER IIDS-91 .TABLE NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT DE USED 7.3.3. UP5I6E,DOWH. TOP OF TRDSS MUKED ST;©E HARM BY TRUSS FABRICATOR, ry LECTION x`0.37 TDPLCHOROFTOIBEDBRACE4 DYGPROPEALY ATTACHED PUR NOTE• EXPECTED VERTICAL DEAD LOAD DEF LECtiIO EIIPEGjEO VERTICAL LTVE LORI) DEF L]NS SPACED Q 2CDO' o.e. '1N ADDITION A RIGID CEILING OR 2x4 i3 H.F. t 2X6�3 NEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH OR BETTCR CONTINUOUS LATERAL GRACING SPACED 0 72.00 o.c. TO E CII TRUSS WITH 3. Od NAILS. STRONGBACK HOTRIAL''To HU ST BE PROPER0 ATTACHED TO THE BOTTOH,CHORD. BE SUPPLIED BY ERECTION CONTRACTOR. is F-----8.0 •.01 AT 30' TVP. H1.5%b r M31te. W1.5%a q W3X4 1 W5X41DW1.5KA II W3X8.X4� W1.5X4(R) , W2%b 0 I�G * 11 I W,3X8® W3X8w3 - WI. I8X4M W3%4- HUB- W3X8- �-°— 18-2.15 Over 2 SupportsA40 ,,rter'i e' R-977 W^Z,75' R�1015 W-2.75` w 'o T 45 Desiao Crite 1 •. U8C 18 1ba CA - - E - . Scale -6.375” [[°rl[F[I![QI[ UIC.is Fm IC[llgi Ml0 . 51ma , UNIILI[° Yp -+ P U k Q w1[I1a Ft►nTolnRa ce IIlau1T41u11,IDpoWIhl.►e1111t[11yIll (rrtliILAN TC LL 40,0. PSI REF' (1427•-21738; C7 nit V to 9-001419 FOU1 r . IU 110. VIUl11. a T»a). 411 suer nu11C[i nu[ a TC DL 10.0 PSF DATE,. 08/19197 KertRnlRa ulu'rolc[taF. Valu °tRT.1171 IMluln.:ta tRNR tAlll un nMa1t i1tAGlro - `•w[ ar°I`cn iN...[FMISS & C a R[ rMw4 lat .[[YIITIW 1104 wrui�u: uilrc<s.1lr<u[r '� •a'�.. do OL - 5.0 PSF .DRW.:CAUSR4z7 9723'1034` SIUCTIUL taut. tt PTO!N 11Rr r,nat to 4110 Too tt.Tutn 1Rlrtumu Rin In: u Fi1t1[Ana: 01KIN Sul►►lu. 4114101 a Lo8C. LL 0.0 P5F CA-EAG PBCJrMnu[a a tulip. 1114 Ulla Wills Me Mt[Ita11 /11111i°tl'.FF tti (1411011 IItIW -i►Q'iition at it, mtii tuuitiit aii slut onut:Srotliiw aua[eis inti F°�'� * 55.0 PSFSEON.. - 31J1►t[IFtu111,ra$. ot lit y�raniYtok MITI ur. P011� trt. w►u[ CIYI`PACING • 1.00 FROM' MC' © Reultu i11; uo,10 uo a•7: ►►[wuut t 1111 Iw TIT, 111110 A1111!% alt to lot tlacr. ` Y 16.0" TH15 096 P}tEPARED FROM 6OMPUTER'.INPUT 1LOA0S 6 l'IIHEI1S1011S) suDRITTEO BY TT RUss W HITH-WAL - FF56 CONNECTOR PL OF I.C,D.O. INSTALLED INACCORDANCE WITH THE ` RTES IIUST BE INSTALLED I11 TOP CHORDA 4%Z pP Ll LK IN SMITH FLOORS F111 REQUIREMENTS N61 DE USED 60T"CHORD 4x7- DF -L T1 NOTE: THIS TRUSS MUST BE INSTALLED, AS FU ON-TNUSSAF'AR1iIGATOR. RT X2949. X2 0, L Standard UPSIDE DOWN. !Op OF TRUSS MUST IAC MA K. ,Y v REBS 4 CONNECTOR PLATES DESIGNED FOR GREEN LUNGER PER NDS -91 TABLE` IN LIEU OF RIGID SHEATHING: Y TOP CHORD To BE BRACED DY PROPERLY ATTACHED PURLINS SPAM 7.3,3, FI Olt BETTER CONTINU ® 24'.00, o.c. IN ADDITION, A RIGID CEILING OR 2ti4 It9 11,F 2X6 f3 HEM -FIR DUS STRONGBACK. ATTACH OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" BE EACH TRUSS EREC1(ONd,N TNACTOq�OIiOBACK MATERIAL TO PEW ATTACHED TO THE BOTTOM CIIORD, MUST BE PRO U3X6cT, 49X6as W2XABW1.SX4(R) to 112X4 Y 1l H1.5X4(Ri°' * 1-29 7 z 1 ��_ 2,5X4 -a �q� H3X6='100 5� V2XA 27-5.8 over 2 Supports R-654 H-5.5" .e R.21'2 PLf li■5-11 8 5 4 Except /!s Shown. STB 3a C I Sca X *95 esi n Cr1 - - o Mote: All Plates TFwrS.wuianaaWuclti of lanr.aautlac,wlrru, rwttt?1�w TC GL 40.4 PSF REF RA27--217A3 N1 p to ta: P T U o IT ITT trials n►tc O�sJlp 0.0 PSF DATE OB 19 '97 CJ Gj C� CI ru; w atruulc . rrurot. riot WE CYTC -0L 1 in C� r[utrnoHia is) #$3I 1011 ri u 4111" Atli l aluta tI tc.rfio tAtCt11 4uflrl [w IItaV 1` •+ swarm font. 111th cdu all 1N[ AIM/1atTttltta1111111 LIIUrt. 41 s DG DL 5.0 PSF DPW .CCIUSIlf27 97211009 C> .►1ar[ran•� fw[sr r afr w nN l[Nu u ra uttulUtft u' . BC` LL 0.0 PSF GAa ENFi PBC FM O JA M MIS, ltc: itrrtl ►N w a[fMtIR[ For -AAT KitAUN nal llrt 1a W1; Ui 'Halal t1 au1 nt nrsa.0 agwwlct 11ts "I. q►Arlclttn; lu ll". ranaa. tllluwut 1r TOT.LD. 55.4 PSF SEON - 4075 a ALPINES tuclrA r tont. nit 1ct11► LOIKt p1,ll A11t1UMa (rN111o1"+AN Art sr&U-11C 1[s[w * - 1.00 FROM,. MC uuafluT[r INl1N[► n Tot pauca nye L1 fun Arrwlanarl I• vt, DUH.FAC. FAC . �r \ tglttlon Ali 01tl co LISA rtpl Acta itp lilt{ IT% Bull . will. cont Corl{uotl p h IBJ l RU wnui i o niswltiri Ft i�uii iNu irii oitlots etwiu a„Iles Ont io i ••C���Oa SPACING 2A .0 L� 'Q Q © h 1 1[t rtlf- u Y Ill Ina. 1 /ry 1111a Ya . r ' SHITH HACK III 5HITN FL THIS ORO 1'NEPAW) FROK CGHPUTER INPUT (LOBOS 4 OIHENSIONS) SVBH►TTEU TRUSS NPR, FLOORS FII{AL - FF39� TOP CNRO 4X2 FL`dIi REFER to DRAWING WO FOR TYPICAL PLATE LOCATIONS. el - BOT CHORD 4x2 FL J1&Beta CONNECTOR PLATES 14UST DC INSTALLED IN ACCORDAIICE WITH THE BS 4X2 FL Standaed REOUIREHENIS OF l.C.B.O, AFSEARCII REPORT 42949, CONNECTOR PLATES pESTGNEB FOR GRE,rti LUMBER PEP N NOTE: THIS TRUSS MUST At INSTALLED AS SHOWN. 1T ,CANNOT BE USED DS -91 TABLE UPSIDE DOWN, TOP OF TRUSS M1JST BE MARRED BY TRUSS FABRICATOR. 733 COMPACTORS WARNING: ADDITIONAL LOADING (PER TRUSS MANUFACTURER) -. THIS TP.USS IS DESIGNED TO DEAR AND/OR SUPPORT ADDITIONAL LOADS • -•- - iNSTALIATiC LOCATIONS, PARTICULAR CARE IS ADVISED DURING TC - From 15 PLF at 'D.10 to 15 PLF at $,50 AT SPECIFIOH TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. BE SAcliTRUSS ERECTIONRCONTINUOUS CONILS. STR 57RONG0MAT ATTACH TO EACH TRUSS WITH 3.10d NAILS. STRONGBACK MATERIAL TO TOPLCHORDIEU FT018E 6RACGID ER BYGPROPERLY ATTACHED PURLINS SPACED 0 24.00" b.c. 10 ADDITION/ A RIGID CEILING OR 2x4 13 H:F. NOTE: A 2x8 FL '/1 LEDGER, MAY BE ATTACHED TO ONE FACE OF THIS OR BETTER COHTINUOUS LATERAL DRACING SPACED 72.CD' o'c. TRUSS I.5T_DOWN.FROM AND PARALLEL TO THE TOP CI{ORD. ATTACII' MUST BE PROPERLY ATTACHED TO TIIC BOTTOM CHORD, WITH ;(2j -16d HAILS IN`EACN WE8 MEMBER., 1D J 3P- W294 A il3Xfim W1 5X4 v }13X4 W3X.0. Wl. 5X4 NWool U2X4 Y N W2.5)<4:n 1-2-D 6X4 (R) 1.5;4(R) (n f' SZ2 12-8 `� rq 6.0-0 N3X6o Ni.SXau WI,sX4N W3X6�• M N3X64 W3X6w! ' �P 113X6e H 11.8.12 _ 1 b4(IA ' 19 _Y e 3 5U' ts PP or R'll2 114,501 8 OV r 14 . P_1061; W-5.5' R-455 114.5' ' +"a ► Salo TC LL 1 40,0 PSF REF R42T•521745' uutic a 11v to t 1 3 we uwl ►o, t a' URC 8. 18 ' U k o Scut ultntls /Ata to L au►nu utluu� tltl Il ilI (1LS6f /fllt f� -D wltln /UC1 to nen wdun ustuun iw w>tlwl, ►wtl4�O.fE�IkD, TC mL 10.0 PSf DATE OB 19 97 '1tl11U1t. t11s 1'01MN n„ nut SN�:WIt1t, 11 ... Uti11, fOl, ti (J © rtlflutn ma Iwatlla. wltu flluflSI uflu3p. Sot tvu alit uu ►luluY mttar OC QL 510 PSf DRN CAUSR4x7 9101039i1tK11tll Nuttf. 141fM fawn lull 11it L 111001.1 41 title Cul11. p ci •tluw11111. 1Vw9f 1 cnf w toll us1w.11 tls lelfuullot twa lttw, atm trltntiu BC LL 0'0 PSF CA -ENG ABC FM nowls. loc.. =.k noiii It1l1YNMt fR LST /u131101 Tom I11s 1113101i Mi NIIIIt ID C) un1 to mous n tvlrtt.wtt o C W 1v untt►ull. Stwtlla 311/1111 Ullultilw 11 iill TOT.LD., 561 U PSF 'SEAN - 3136 �1k111 Ir rufu, Tsli Nun 9altlrlu ILII 31ftIWU 1NfI1Mf V WS (IL/IOStI ilflcf �'j�] ....t111a.1'1f111K1 Ir-rn uulw inttu ►w PRO n10tl1ucq w. T11. W1u . * * DOR. FAC. 1.00 'FROM MC, TRUSS uu1010tf Alt loot ff X161 Ail Mb f131 Mlf" 11"t, ts"IT LS Wlls. Itlli t�111t3013 11: fla fill 01 IIY31. lilt Wt3l It1t1113t'10 WI 011YIS 111191. /0111113 aISICTli9 la , �tnlNf 1w, u/ Ia ta_I./. ,11 tlufru's Stu o.+11u wlslw wuu Iurly lot ot3tal �� It�p��0 SPACING 24.01' / 1 0 '1 1 1 11 it11 10 1 tl 1 1 It 011'1 YI "" r SNITM-WALk 1N SMITH ;FLOORS FINAL 'FF37 THIS 040 PREPARED FHUH COHPUTCH 111PUT (LOAD$ a DIHCIIS10115) iSUBHITTECI BY TRUSS HFII 1TOP CHORD 02 FL el REffiCTOENTSAOFSIMCSD'.0E INSTALLED IN PURTCj12949GE NITl1 TIIE POT CHORD 4x2 Fl NE05 gxz ,1 Sltlprlard NOTE, T1l1S TRUSS MUSTRBE INU$T OEDHARKED, SHOWN. TI T CANNOT 'BE USED CONNECTOR PLATES DESIGNED FOR GREEN L614DER PCR NDS•9f TABLE' w 51U5 e.OHN, 701 IN L[EU. OF RIGID SIIEA' t 'IG: TOP CHORD TO BE BRACED DY PROPERLY ATTACHED PURLINS. SPACED REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 19 24.00• o.c 'IN ADDITION. A RIGID CEILING OR 2x4 j3 N.F. OR BETTER CONTINUOUS LATE . l0 EACH TRUSS WITH:3-IOd NAILS. STRONGQACK MATERIAL TO 70 THE BOTTOM CHORD. } pE�SU3PLIEDFBY OREBETTERCCOTRACT RS STRONGRACK. ATTACH MUST BE PROPERLY ATTACHED ACBYOG SPACED 72.OG o.L: P A Q, 3 �. V2X41I1 W3X6m N1.5X4 1 W1.5X4 D W3X6tm W2X4 t1 01.514 (R) " W1.4 (R) m+ topt .0-0 N2,5X4� 1 2.5X4g V3X6tw W3X6m 0. 0'.� 11-11 8 over" 2 Supports..Fa, R-668 W-5.61 R-050 N-5.5' P1-9• Lv Des C Iter a: UBC 1 8 C - Scale •-:375" Ft: PL P Unknown •rMUL�iSq•� Tx"v /L1+,U L{WIN 1NtL t/ 17YU GATW/, 'YULLUi, t1L t41. / uut1G 411 n r1 6u•n pwnw nsuuuc AIS u+cuF), r/Lltcue a rn a/41t nuc �ppiEtNO TC L L 114.0 PSF REF R427--21742 vol C3O t+1F1O11. 1911.1L1Ft111., 41tt[ Lot. 11[4111.11' 1Ln+t. Lw 111/1[+Lu11cu r/t11 to TG DL 10.0 PSf PATE 081191Q irFG aFuti iwtiuewun K1115,11111"L1"�Luw%�itililtrt�rn°+iuiui° t WE Hi►w c/uuuc n �� ,1 xi c% Q7 O ©BC OL 5.0' PSF DRW cAUsR4 1 9723)1 47 -•»t�� ", Q n'1NeLF• iFe; LULL AFF �L uuneala,Fa /ttf F[11Li1YN) /11tH Tqf pl4lClf :ILL FllluFLlo IJ 71 11,11�\LE ( �yS� 0.0 PSf CA -ENG PBC/FM u 1 G 1411 tck.461. 109/111. tltrgll.:lltWltltl/. 4 e7 BC LL, 'N' to LFL nnstt t1 LI+II+MI/Ci 1n1 ntt w F+r 'MAG1A1 K 11Ii/Lk t/IZ Kttp t/1f�Illf /Lip AI/lllAtlL 1A043141i fF L1t 1lt11[4 1Ur// tmvLwtlr►ntutrc/ It ru mules Foust u1 ruts AtLocuulll 411 nt. Alms * * TOT LD., 55.0 PSF SEAN - 3127 c�rt =141t 1 A1( /tl/ A+{YO/11 ULr, Sllp. 11GU1 A7 JIY11, 1lh, 01agac 10 � 67 rouluu t11 u+ mo.us A.r. u 11cIrgA•t uAt 11. rets "411116 u►lltc Olt a 11111 ON. 'C It �QDUR.FAC04 FROM MC" m O O OF T FLU1st 1r IrpigroAYttul{to CAlls LL nL 1lSt 11111 AIR Till OT1i111AY/ W41LGT11{ YU 01 111 SPACING • 24:0 ./ re SHITH-'NALK IN SMITH FLOORS FINAL FF=!0 THIS ORA PREPAREU'TROII COMPUTER INPUT 1LoAlls a 0INE11S1aNS1 SUBMITTED BY TRUSS ?,FR RP CHORD 4x2 FL,�1 REFER TO DRAWING A150 FOR TYPICAL PLATE' LOCATIONS, T CHORD 4x2 FL #198et. WEBS 02 FLfSLandord CONNECTOR PLATE] MUST DE INSTALLED IN ACCORDANCE WITH THE REOUIREHENTS OF I.C,D,O. RESEADCII REPORT '02949, CONNECTOR PLATES 7.3.3. DESIGNED FOR GREEN LUIiOER PER NOS -21 'TABLE NOTE: TNIS TRUSS MUST BE INSTALLED A5 SHOWN. IT CA91101 VE USED " UPSIDE OOWH, TOP OF TRUSS HOST OE MARKED BY TRUSS FABRICATOR. ADDITIONAL LOADING (PER TRUSS HANUFAC7.0RER) RS WARNING: TC - from 30 PLF at '0.10 to 30 PLO at 5.50 AT SPECIFICILOCATIONSToPARTICULARDCARSSISPADVISED DURRINRLY. $ _. ADDITIONAL LOAD + 2716 #3 HEN -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH INSTALLATION TO ENSURE THAT T1.15 TRU I5 ERECTED PROPERLY. TO EACH TRUSSWITH3610d NAILS. STRONGBACK NATERIAL TO IN LIEU OF RIGID SHEATHING: BE SUPPLIED'8Y ERECTION CONTRACTOR. TOP CHORD TO BE BRACED.BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o,c, ,IN ADOIIION, A RIGID CEILING OR 2x4 $3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c, RUST BE ;PROPERLY ATTACHED TO THE COTTOH CHORD. r. _ 111-0 Typ' W1.5X4(R)W2%4.t W3XW3Xe.r X40 W3094aQ W04� 1ti3X6Ta IJ1. XAH W2.5X4� N2X4i0 N1.5X4(R) la .. Hl. 5X4 N 1(h^ 2 O } 1-2-8 If1,5x4a m,5X4I1 W3X6rj N3X8 W3X8r• N3X6® OX6� 0 W 1 M �- 19-8-14 OVer 3 supports R-765 W�5.5� R -1103;W-5.5• R-440 W-5.5'. „ rK3i1tlu 1r3 ►1 i14 011"K Or1011 a.} tfJn 11 IWALUIS AMI US S 92 SI t e • BC E C scale 3 • L w. 111=10.41 r F . U3oluec N C� [� C� C� ware, ura n eu=tt cusatu ltsfuuw lw uutm, ratiut111 u1 Cttlss rtac TC LL 40v0 PSF REF:. R427-,-21746 a1t/1. Fa Supt nApatt fur to �� ,Q11 C� O :►uf"K ntst POSSU F. plus 111qutt INICAIt1. I01 CIWO Sent SAW 110tltt ATIACIIO � ��r �, c� TC DL MQ 0 PSF DATE OP/19197 plltluA 1Aatu. 1"11M CION 14At SAM, A n/ftllf MIAC1ta 0i111 Cltllw. Y" �IW44TAITI---OW110 1 COLT. If TWO, 043164116 IN IA11WITIK Cd94001i A11IM [late, WA '�¢ DC DL 5.0 PSF DRH C ' SR427 `97291040 _-1 M011Cn. UC..=ALL Nr 1t erfWafUu IIS A1C Hawin FLIM Test 'N iron YT: 011111.0 11 n C .� A T nT7�Tli (J Hsu, tic films U CItl01111ICt "IN 1111:.01 f411a11t0� rAlftitti tluftu, Utlu�uel �l 00 LL 0.0 e..F CA: -ENG PBC' FM j•1J,jj Ij`4 j;� I111tIr1 0► II113S11. nit OtSta CWCANS rite A►niwu tinistoot Of wt lupous udlq If1C101CA11M 00113011 Of IK lNf11u1 runt W FAF111 A3ACIAi7ar)'tn.trL:►uta * * TOT. LD. ,.55.0 'PSF SE.QN - 3139 � 5 . AOnrttalt ut:MAN or jail, AF01 3113 air out. put; Mut At Aaif1. AIM 10341CTa3 t1 1.00 FROM HC 4N 0 WHOM ,Ul. it* 04 lit %1i 1Yi11aetarlif 1 ii 11133 iiieo... 11111a OILY to ircouic3 ' •fin �Q � OUR . Fn_ e. 4 OM 3Ar. 0 U� SPACING 2 = rAu tact K TtYs3, W rYip 013!11711 L0CAI11 01 felt Nup. ►0 7 SHITH'-HALK IN SkiTII FLOORS FINAL • MD V .5 DRG PUEPAM FROH-CONFUTER INPUT ILWzPS 4 oINE10101s1 SD@HITTED BY TRUSS H.FR TOP CHORD 4x2 :FL ¢1 REFER 70 DRAWIHG A150 FOR TYPICAL PLATE LOCATIONS. DOT CHORD 4x2 FL Al CONNECTOR PLATES HOST Of INSTALLED IN ACCORDANCE WITH THE " L standard v WEBS 4x2 F RCH REPORT jJ2969, REQUiF,EFIENTS Of I 'C'D RE•SEA, • NOM THIS TRUSS HOST STRBE INSTALLED AS SHOWN. IT CANNOT BE USED CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS-9L TABLE. 7.3.0, BE NARKED BY TRUSS FABRICATOR. CONTRACTORS WARNING: IN LIEU OF RIGID SHEATHING: THIS TRUSS IS DESIGNED TO BEAR'AND/OR SUPPORT ADDITIONAL LOADS TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED AT SPECIFIC LOCATIONS. PARTICULAR CARE TS ADVISED DURING G 24 W ox, ;IN ADDITION, A RIGID CEILING OR 2X4 {t3 H.F. INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 72,00oi.c , MUST Of PROPERLY ATTACHED To THE ROTToh CHORD, + "15 REM-FIR OR BETTER CONTIVIUOU5 STRONGBACK. ATTAtIi TO EMI TRUSS WITH 3'.•10d NAILS. STRORGUACK HATERIAL To i DE SUPPLIED.BY ERECTION CONTRACTOR.' �� 33 �. 30" T k1, 5X4 (R k2X4RW3X4w e .5X411 ,W (Rf sa W3X6>a ' WI.5X4D ti2.5X4tg H3X6W1W2.5X4� N2X41,K5Y��W 1`-12'`• D i L-2-BE {� a.0.•0 N096t4 W1.5X4 B N15X4I1 W3X61 W3X6- W3X6� W3X6■+ Te 4d' , 1-B•12 1 ��r FIN flA 19-8-14 over 3 Supports- " R-3046 H^5.5!` R-657 N-5.5' *d{' . Unknown - 06silin C t a: UBC 18. 1 b C - - - F Scale -.375'/Ft. u tttt.'ul t•tlal. tt `lnuarw, rwtwtula ttu rn•t+rttT JPI µora 16a * S D O I= M C! ttApM. tnN Tt tn•n Iuuttlt u[durto to uu[tct, muwlo n to tuna ►utt TC LL 40.0 PSF REF R427--21744 lF( y All to OlrilQ, 'TC DL 10.0 'PSF ATE 08/19197 I� nttruntw tau roTluat .nuts mnttu ntttuto, tw ant scut tun a[rt►sr hunt: anlnwµ runt. 141101 ano wit run a ttt►ws'16otttlt Cult MU 114. (� NranTANT" WIN s cut a T11117ttut to nt gltuuanl tomatta, atilt oslttny � �b� _ SC OL 5. 0 PSF DRW CAUSI1421, 97291038 g "Owls. lac, Out tot it pnaralt ra ut un.na na,ntt rtna; tit nuwt to *� s,C Ll 0.0 PSF CA• ENG ABC FM R�T�RX Mlle n) naut a t0WOMA/tt TIM rlu 6Y r+utunw• ruDlutr fYtrrue.ustYultuMlttil a linus. nit ouw twrMtia 111111 urL1uW1 nntflotf r6 ta1tuttO�LL wuti anululla MUSIC$ OT'tlt xrtutu wwt /u ►uu tutautlal M 1a. llrrrx TOT,LD55.0 PSF SEAN 3133 a+tual tx.,w ut [ro +•r. 16 tunlmt tut w t1n watt's unto o►tT tr rK olaleti CIYtI �1J N MC cwlttals AU AUTO 1u+at1111611 afr W. Ig1t. "1[/1 is 1wp. 1nlYcoal not To uut rut tt t41lt. u► wtctt onnvtst ttuTtt a n1s tui1, rorrnol C41UClws nl DUR . FAC`, 1.00 FROM—mc 'a r Mac t ctt mc'i+r ter a" t AILIN u o. A "1 r.. wr. _ 110 SPACING 24.0 SHITH-WALK IN 'SMITH FLOORS FINAL = FF4'1 TI115 DWG PREPARED; F96H COMPUTER 111PUT (LOADS 6 01ME11S10115) SU9111TIED 01 TRUSS MFH TOP CIIgRD 4x2 FE Eandard CONNECTOR PLATES MUST DE INSTALLED IN ACCORDANCE 9I1I1 THE v BOT CHORD 4x2 FL 6Bet. :02 4x2 FLf1: REgUIREHEfITS OF GC.R.O. RESEARCH REPORT X2949WEUS 4K2 .FL HOTIE, THIS , RUS MUS BE INSTALL INSTALLED !SHOWN. 11 f.ANf1gT', DE USED 1 CII HY IRUSS FABRICATOR. ti R NDS -91 TABLE DESIGNEDOTO BEAR AIf ARE 1S ADVISED ' COIINECTOR PLATES TRUSSAMANUFACTURER)r THIS TRUSS IS DESIGNED To BEAR ANO�OR SUPPORT ADDITIONAL LOADS. RS WARNINGi 733 ADDITIONAL LOADING ( AT SPECIFIC LOCAT SED DURING __.._:................._... INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, TC - From 30 PLF at 0.10 to 30 PLF at 5:.50 SHIM ALL SUPPORTS SOLID TO BEARING; + 2X6 /�33 NEN-FIR OR BETTER CON7MUOUS'STRONGBACK. AT TAC}{ TO EACII TRUSS WITH 3.10d NAILS. S-)RONGBACK MATERIAL TO IN -CHORD OF AMID BE SUPPLIED BY ERECTION:GONTR'ACTOR., TOP CHORD TO DE BRACED DY, PROPERLY ATTACHED PURLINS SPACED @ 24,00-.o.c, =III ADDITION,,A RIGIDCEILING OPo W #3,H.F. OR BETTER CONTINUOUS LATERAL BRACIWSPACED 0 72.00' o.C. RUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W3i(4e W3X6v F `i� W-W2.5X4 W2X4R - W1.6X4 (R) I■ W3X8s W3X4oU W3X4A* WOXSw• U2 04 N2X4 U W21f'A W1. (4 (R) ly 8 l.A►.B� 0-0 �9,v . W3X8m 03XGel N3X6pW3X6 N2X bA m oz ar, H N3x8o W�W2.6X4Q ��� 26-1-10 OVer 3 SUpports 5' R-764 H-5.5' R-1096 R-166:PLF W-6.10-4 ' ,. All Plates Are u -M4 Except As ShoWn. es C iterf61—", ic 19 o teff O i� PLT T �uliwDO•i0f rio Ai ��lruiuu tUsruuii u�`i Ki aui °rOILiINtl a ITT, lI U RLL AMA TC Li 40.0 PSF REF QR42i5.217A7 nmr.rE, Sts NtiStru oN. anE too. IuuuD. of ►snn. Sol :unr aunut film IDS C TC DL 10.0 PSF DATE 08/19197: CJ © InUtullAt TOM SUCTION, MIT 0btniw INo1CAim r0► cow StA Nn nntaL► AIIAMQ t1tlKlrou ►Asps Uma COU twL KATE A IMULT AIDMI 03010 CtILIOo. 1 0C DL 5.0 PSF DRW CAUsA42 97231641 L2 C� rgrwrulr••, rsNNla A UPS UI nu KSIM Is me lSsruuna Cesium, polo mrwtw 33` nCoecSs, uc:-sUut sora utmum ra nr onunw SOON 'Olt Its'"t Aa SAnnc 6 pC (I, 0.0 f'SF CA :EWG PBC FM p Cl Uau rN 11DUC1 a torotuat I I IM «rutuAnOa Uup1`a; t.rnut. ueuutlN oO _ DYCIM tf xStat: TNlt allsN 041N16 DIIY AIpIIWIL /IOr tldT if Ott (NAfI01LL Dltru -- TOT -LO C. 55 O00PSF SEAN - 314E <tMC11ti11tW +utlmo IV, MICRO FONit AND Iutt. MUCIAIM) AND TIT. AUtlt * �' '(��t�'Y eUs CTOAt Aix ul r E0w AtrU Ans "IF 00, Ural, utter n 110110. unr uurermr rD FROM MC V IJr7 Run rut a n0 vwut eIumlf WAITS oS OIS WIM 101111114:C4311nolt rn +q 14 D R . FA u [� ountct u s u► t•S, u 11111.1 tw N atu DUOut AFILM url It IMC Nsru r. N w �" td� SPACING 24,0 q r IOU'._ ri I l " No N tr D 11 D IINi 1 , i SHTTH WALK' TN SMI71l FLOORSFit... Ff42 T1113 DNG PREPARCD F'ROH CONFUTER INPUT (1.0PS 8 0111CNSIONS) SUDMITTED BY TRUSS MFB: TOP CHORD 4X2 FL ¢I M,492 FL #16Bet.:REFER TO ORYPICAL PLATE LOCATIONS, BOT 'CHORD 4x2 FL 01486t. , WEBS 4x2 FL strondard ;02 4x2 FLI1: CONNECTOR PLATES MUST HE114STALLEq IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.,. R, SEARCH REPORT #?949, 2 CONNECTOR PLATES DESIGNED FOR GREEN WIRER PER .NDS-ql TABLE NOTE: THIS TRUSS MUST RE INSTALLED AS SHOWN. IT CANNOT BE,IUSED'oR. '' T.3.3• UPSIDE PORN. 'FOP' OF TRUSS MUST OE HARKED'B,Y TRUSS ,FApRICAT ADDITIONAL LOADING (PER TRUSS NAHUFACTURER) CONTRACTORS WARNING: o. 3D PLF ,at THIS TRUSS -I5 DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS 26.00 AT iSPECTFIO'LOCATIONS. PARTICULAR. CARE IS ADVISED DURING „_ ......... .. TC Frorc 30 KF at 20.60 t, INSTALLATION TO ENSURE THAT THIS TRUSS 15 ERECTED PROPERLY. { 2X6 J3 HEWFTR OR BETTER,COHTIN000S STRONGBACK, ATTACH TO EACH TRUSS WITH 3-10d'LIEU OF RIGID SHEATHING; NAILS'.STRONGBACK MATERIAL TO IN ': 0E SUPPLIED BY ERECTION CONTRACTOR. ®p24C00RDo c.BEINRADDITiON, AP RIGID'CCILING HED PURLINS SPACED - �3 H.F Olt BETTER CONTINUOUS LATERAL BRACING SPACED 0 72,00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. r 8 0 0 19.876— 8+0•.0 3V TYp- W2:5X4�+ W3%4� W2X4N -W2 r' yI1.T 14R) >o W3X6w H3X61e WRX4 N W3X8p+ W2.5X4pW3X4m W3%B6+ N2x4y WI. SX4,(R) DID 1_2-8 1. BB -O-0 4� z N 60 W06- 1124 -14- 26-1-10 3%6r W3X, H-W2.5x X6„ W3Kar WaxBss 1P 19 w3 (t- 12-4-14 26-1.10 Over 3 Supports .� R-682 °N -5.5s R-1519 4-5..51 RmB50 W-5:5' Note: All Plates Are 41.,51(4 Except As Shown. LT Typ, Unkn-gin TPI -95, wtlnlw••. Unslrnauln Deni C iteria: BBC 18.1b8 CAI -/l) -/-/-/F SC a>- 25- 1\111 w[ a unlunoY, 4141111. sxlrnFl, I1SUt11l1ls1 TC LL 40.0 PSF REF 8427--21748 - © uula: rani n w1Prl ("t1r. I111tulm !a g11111),;Inlc U[111'"1 01111 #1411 in Ilst7nll, In 1•a0rll b.. U11[..:Ia, EWt1u 11 11119); ra 94FITT g1CT1cIr r111A1 11 QPOiE3SI0 d 0 ntrltlla tan j 81IM4t. PRESWS 1T1[WUI p1I111r1, Ttl c1a11 40411119 #corlur mule -. - BC DL 5.0 PSF, 8RN CAUSR4i7 97Yy1012 h/xrau rY1t1i Yr11o1 t1a/ ILLI UK �1 IIps11t ATT6U1/ 11411 pltlW M• C 0, 0 PSF CA' G. _0 •"6 0�1AIV• ralstl 1 'Up.nls r% t DEVIATION I1IItl11111, XIS ulc 111111 T11111s1t1 B _. E P C F nils I %Yc TY11E.#1T n tlA0n111C 111 Alt 0i0111, 1Y1t'.1IMI /1r rtluu U:� C LL . N B M TC DL 10.0 NSF 8 TE 08 19 97 Tp nIU IN itac[/ 11::WNaltut[ tITM Irl: M-gtllt/lIYC. 11111111, S11G/111, IIQAIIII)U,U i 1i�+3 11um p 1191414. lYts Kclu cascaras 1m ►rKlcwt+#slrlttas 1s los 11►no1l �:uga TOT) LO . 55, D PSF SEAN 3147 Out/1Urt11 rltlfslto It 11r 41UIgt fw[sT /11 rule A1salUloq 111 o i limn a ,w1 I1 AURv: FAC. ] .UO FROM HC TRT SS [AN It n uc UL AI raw un un wi wir, 1rca. acslo a 05111 /rrtr watcEl . ,qti 1,IVt�•� .��' , CI uii�ii n " SO rilYlU 1 `[w Al llT I[ �T�c(lIO ' Pas uslob, 0�o YI,[��1YI7t1NVpli aLL[ l/ /UG Dctccr //0 l�po 'ACING 24.0" sw� 1 $I( fl-�IALK IN SMITH FLOORS FINAL - FF45) _ THIS DWG PREPARED FRO14 COMPUTER IN.IIT (LOADS A DIMEIISIONS) SUBMITTEDR IOP CHORD 4x2 FL #1 REFER TO DRAWING ALSO FOR TYPICAL PLATE LOCATIONS, - rt9pT :CHORD Axl FL #1 BY Tnuss MF ti- WEBS 4x2 FL Standard CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE a REQUIREMENTS OF I.C;0.0. RESEARCH REPORT #2949. CONNECTOR PLAILS DESIGNED Fon. GREEN 1,11HOER 1111 NIIS•91 TABLEHOITI 'IRIS TRUSS MUST BE INSIALLL'D AS SHOIIN. IT CANtloT UE USLD" 7.3.3. UPSLnC IIOMN. IBP lilt TIWSS MUST Ilf.MARKED BY 'TRUSS FABRICATOR. CONTRACTORS WARNING: IN LIEU OF RIGID SOCATHINC: THIS IRUSS,IS'DESIGNED TO DEAR AND/OR' SUPPORT ADDITIONAL LOADS TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED AT SPECIFIC LOCATIGNS' PARTICULAR CARE IS ADVISED DURING 0 24.001 o.c, IN AUDITION. A RIGID CEILING OR 2x4 13 H.F, INSTALLATION TO ENSURE THAT THIS TRUSS 15 ERECTED PROPERLY. OR BETTER 'CONTINUOUS 'LATERAL .DRACING SPACED 0 72.00' o.c. * W3 IIEWFIR OR BETTER CONTINUOUS STRONGBACK. ATTACH CHORD. TO E7lCH TRUSS WITH..3•10d NAILS. STRONGBACK MATERIAL TO BE SUPPL'IEO BY ERECTION 'CONTRACTOR, MlI5T'BE PROPERLY ATTACHED TO THE BOTTOM �F�: 3f�8•p•0• W.W2.5X4 w W2X4M M3XDb W2X4 W X8W2.5X4 W3%6wW1.SX (R) 3961 W2.5X4=3X4� W41 W] .51Y4 (R) in 1 L-8 +-0 H MGM Xe N-N2.6X4 W M3X6p 4� W3X6a M3K14� W3XSa 113%6� W3 40/1 q 15.11-9 29.8.0 OVer 3 5 _I upports R-805 W-5.5`. R-1807 U-5.51 Note: All Plates Are M1.SX4 tXce t As S ,. • H p Shown, s ". C Ce a. BC 1B 1 CA I - Sca 25 0 O O 0 .-rmKl"0••. lbgft 1141141 1111111 Cut 11 rI11CN1o1� Bunt "• MRt11t..lUluluO "I - uM11a. ,Itru to 1kr•1r turutrtnuum AW wauq. �wiun/ It Pi (1111 mail Y4OIE6Slp TC LL' 40.0 PSF REF R4276-22542 t1111Mit. to 1'lali M.: Sllp C14,940101, Yt' 631110. rok SUNY twilux fill* 10 ft111IM1K 41u MICt1013. MISS Ng6tA 1614/191. 10► u"u mLLt NAIL tpPISU 1ttu1tl � �1 TC DL 1, 0.0. PSF DATE '.08/20197 t-�•-1 O., Slottlll /WIC "11.1,6011 "1 WT[ 1 tlOtll} ST/R•p IIlD "IRIPC , y 4 �--.t )WRIAr`� i"tuw 0`4011 Of 1111 Bill" 10 14 101AL .ITla VAMM16.:nrut ttiuinti BC DL 5.0. PSF DRW CAUtA421 47231005 R�T�R �n00R0. 11t.Mitt 101 R IIvl11tt[►l MY N/IATil TOMtill00191; All ttttwrToCA •ENO `PBC FN Mlu rW nnn/ 11 torollllMl Itn mt oI ►ununlc 1Awiw. Munto; u1(luu•oi l BC LL. 0.0 PSF0143F14A111ulad OF "/i4A1M10 It $It X4ntN FNllil"w'1 II": ifiOCIiTICAS l iii.uiiut"t�l6M*TOT. D. 55.0 PSF SEAN .3150COUCCIli Alt 1111 W MIA ASM 1111 p91 SI11. Slt(l. Tt/l life 1110. A►HT 1f111tle 10111 fLCt 0r Mut, we I,LLllt W►Mi111 iful om I►111um. 00111101 tomi1/1 fl/ C OUR. FAC , 1.00 FROM MG 11►IMS 101, U" Il 110 1•r, 11 a1011101et till .0 Illi NA1S1"0 0Atl1 city, If 11( mica 11u A11 1111 10a /1lltO 1101 1 Al oI1 1 Val. CAUt� SPAC'TNG 24, 0" Ste' �y SMITH =NALK IN'.SM1TH FLOORS FINAL FF44 THIS OI(G PREPAM FRON COMTEFII)IOUT (LOADS 4 DIHENSIONS) SUONITTED BY TRUSS 'ITR to DOT CARD 4x2 FL OILREFER TO BRAVING A150 FOR TYPICAL PLATE LOCATIONS. Top RD 02 FL #I CDNNECTOR PLATES NUST 9E INSTALLED IN ACCORDANCE WITH THE WEDS 4x2 FL Standard REOUfREMENTS OF I.C.B-O- RESEARCII REPORT #,2949. m om CONNECTOR PLATES DESIGNED FOR ,GREEN LUMBER PER 11DS-91'TABLE NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED 7.3.3. UPSIDEDOWN. TOP OF TRUSS MUST BE NARKED BY TRUSS FABRICATOR. ADDITIONAL LOADING (PER TRUSS HANUFACTURER) CONTRACTORS WARNING: TIIIS TRUSS IIC SIDESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS ING TC, • From 15 PLF at 24.20 to 15 PLF at :29.50 INSTALLATIONL'To ENSl1RE THAT 1THISRTRUSS 1S ERE'CTED PROPERLY. + 2X0'13 HEN -FIR OR BETTER CONTINUGUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3.1Od NAILS. 57RdNOBKCIC MATERIAL TO TOP10 LCHORDFRIGID 10 BE BRACED BYPROPERLY-ATTACHED PURLINS SPACEO 0 24.OD• o.c.. IN ADDITION. KAIGID CEILING OR 2x4,03 H.F; NOTES AU2x81FL #I LEDGER RAY.-BERATTACIHED TO" NECFAC Rp OF THIS . OR BETTER CONTINUOUS'LATERAL 'BRACING 'SPACED 0 72.00' o.c. t }}* ERLY ATTACHED TG THE BOTTOM CH1 11 ORD. ITIITIIS 2)516d NAIISOIN'EACH WEDLHENDER. T ATTACH HUSDO NOT RTURN TRUSS 'END FOR 'END. •* r ��TYP- 4,W2,U4- -G-�Tls:,-f-------D.u.q----=;-iB•-1�---i-e-i2---�! _ 0 W2X411 W3X5r q' W, Now � W1.T4(R) W3X6 M2.:5X4a W3%4 W3X8 w2X411 w3X8� W2.5X4 112X4 tf _ + L88D-G �• +, 430" N3X6M " W9.5X4MIGNON a a A&WON,, W3X14 N3X6:wj ,+a " 1ai-- 15.11-4 I� R-005 115.5" ,-1823 11.6.5' R 7I2 W-5:.5? Ra .. 29.8.0 Over 3 supports Note., All plates Are 01.SX4 Except As Shown. DesignC to'Ia: UBC 1B.1 B C - 1 - Scale' -.' 5" Ft. �iTyPU .,,,;;..` nuu t0a 1 [nttnt c„ rAwt u n Ito t►nnto IMAILIRG W TC LL- 40.01 PSF REF R427• -21749 olictta tett n nett' (urate (t"AALlw too;10ACt twLnat tr tn. Attu riot © 1mnm. tv0 rano u., telt tn. 101tot:u, Unq, ra wa1 iutrlut :uw )0 Ott TC OL 10:0' PSF DATE .08/19/97 .1 Cl ntr"ot'lnMta logic "Mitac:. MISS tntttllt SWUM. 100 00010 ttALI 114 tututr Arrtca0 DC OL 5. D PSF ORW cnbsa427 OiSIIIO tutett M rAULt• MT1CM entt $1ALL"L/t A IAgltLl "'Auto 410M elt" 'JI nalgSiI Q Ci. nlWAYIjob.teM INC. vi tt lotrNo Stponswe qWtttIf loll lU Ylt�:, 1kiiate rat ,N r14lltAll StCa 104 jai �, `ilm WlOtltt. 31 ►f 110 ACV num p \4 0.,0 PSF CA •ENG .PRC FM �� :1216 or ani it+ro IRIS ttiillica coo ICANmpi � uii eititi ttoijtlt�i a Itiii ut u"p * TOTI. LSItcIO. 55.-0 PSF ,SEAN - 3154 TRUSS twtlOCAS Ali wt tr'tttt AST$ usrusl Uv, mu, Utlr1 AS rola• "m eo,ttaol: n pUR .FAC. , 1. 00 FROM MC Un net o► 1teU. AAo plUt olwtlu 14CAM of mt Will- #01 Ill Cotltgatt rlt f1 C l� Q3 O 0 Q aunitt »o. w AAs 1N A•r. AN twuurt ttu'6t uu otunto ututt opr m lt0 ort➢a 0 SPACING 24`.0" . m. �p y TA 7 n tttnnt ctn Pill r t trot • ue'uot It Ar ' . , SMITHr WALX IN SMITH FLOORS FINAL FF43) 711(S 040 PREPARED rR00 GDNPUTEIt INPUT (LOAPS b DIKENSIONS) SUBMITTED OY TRUSS MFR TOP CdORD 4X2 FL #1 REFER TO DRAWING Am FOR TYPICAL PLATE LOCATIONS. DOT CHORD 4x2 FL 11 1 `r WEBS 4X2 FL Standard CONHECTDR PLATES MUST BE INSTALLED IN ACCORDANCE W17d THE REOUIREWITS OF I.C.B.O RESEARCH REPORT 00949 UNDER PER`NUS•91 TABLE NOTE; THIS TRUSS MUST BE INSTALLED AS 'SHOWN. IT' CANNOT DE USED CONNECTOR PLATES DESIGNED FOR GREEN L UPSIDE DOWN, TOP OF TRUSS HUST'BE MARKED BY TRUSS FABRICATOR. ADDITIONAL LOADING (PER TRUSS HAHUFACTURER) ORS WARNING; TC - Fro4 30 PLF at 24.20 to 30 PLF at 19.50 AT SPECIFIC LOCATIONS TO BEAR AR ARE SUPPORT SED1DURING LOADS _ TI _». ._.._. .,..... .......... THIS TRUSS is DESIGNER PARTICULAR ARE IS ADVISED DURING . INSTALLATION TO ENSURE THAT Tills TRUSS IS ERECTED PROPERLY, + 2X6 #3 HEWFIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH 'TRUSS WIlll 3»10 HAILS. STRONGDACK,NATERIAL TO IN LIEU OF RIGID SHEATHING: BE SUPPLIED 'BY ERECTION CONTRACTOR, TOP CHOWTO BE, BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24:00' o.c. IN ADDITION. A RIGID CEILING OR 2X4 J3 H.F. a* DO HOT TURN TRUSS END FOR END. 1A* Oft BETTER CONTINUOUS LATERA!. BRACING 'SPACED 0;72.00" o,c. MUST BE PROPERLY ATTACIIED TO THE BOTTOM CHORD. �•. M ypIB" N3X4o W-W2.5X4� iW3X41� Ml. RWX46 H3j(6oa N2.5X4o W3X8� H2Y.4N N3X0�I Y2.5X4� H3X4p W3X8 N2X4 o!q�WI X4(R) s1t: .�X4O _._ 7 . 1.g + H 1-0-0 W3X8oN38p W-N2.5X4aW 3Xbm W3Xd ManWX■aN6N y 4 29-B-0 Over 3 SUpport R-004 W-5 � ,5' R-1841 W45.5' RAm773 Nd5.5' � Note: All Plates Are W1.5X4 Except As Shown. PL Tvill . 8.1b8 CA - `i - F Scale -.25�: plat Unknown : nn1mLWIA 10MF -14 (A 1 H1:1tUwis0� a 11 r'KSA jIrIt01 u'u`WITiTH tuosk. u"Ci w,DEEp LL 40.0' PSF REF R427- ^ 21750 O iiuntiuivai iuius, w %$GT iusiiidNitiljo mtllro $uit►IAa SWIM A r.t1(o• TTC DLC PSF DATE DEI/19 -97 aunt. - Swims To S•n 1.1111 laruuw wo 0 O ruMIUInto01011 1 yQnMK'C 1t>ItMT41 •:. ralltait• att: INS 'J111f1 To mfllfpltUlN Ght11CTM Aunt Put.t"1116 �y :DC D6 15.0'PSF DRi( CAdSR421 97231044 IUKCti IK ;141 MY K 410/151/10 101 UT ""311313 n1H lati 011161; MY FARM 16, r7 - - O t1LC11`4L' CO Into too nnut,11CWWO1t1 wird wit: N TAIIICATIM, >tttaho tatrnw, `INTIUAn1 41 ii BC LI, O.0.PSF CA EI1G PDC FH I1AC116 or 110116. Tars Itt11 corolao 411' AT►[ItAnt aottulls u. " (AAno1u Iu c1 p 55 , 0 PSF SEQN 3158 ,1►1C1clou Al IWs 910 WA Af Ap1IWLlt "i . S IAIII A11C16T1111 t10 0001AWAYCAUC ,* * TOT. L [uslCtols F 111 u roo► un 161 au 116, :1111 11151" +r.0or11, COR cos;:cross to :DUR . FAC . 1.00 FR01'1 MC. i l\Uc7s 601 rut of -n los, 1&IA1 411it TAM (11]t IICAfI1W 6.31 (11 111 It31Aa. rOniita tOYntla o ;0 11y (yV}� ►Iu11os uo. su A•o IN A•F: u 10otArn t s/At,owrats 11161" ArnuA oats Moil o111u • Txt uasc r c1 qkf 110 a 1t aur t s o Ir u • 16 wr. 0 l� $FACING 24.D CERTIFICATE OF COMPLIANCE Residential (part 2 of 2) CF-19 'page 4 c,.L 13 ----------------------------------------_--------------------------- Project Name. SN,TH WORKROOM Date: 4/10/1997 _ Documentation: ALTERNATIVE ENERGY SYSTEMS COMPLY 24 User 2266` HVAC SYSTEMS Minimum )istrib Type Duca TStat system Type Efficiency and LoeaUon RVul Type Location/Comments -- --- ---------------.- ------ -_ =_ --- .-- ------•---------------- Furtiace 0.800 AFUE Ducts in Attic 4..2 SetBck WHOLE HOUSE SpltAirCond10.000 SEER Ducts in'Attic, 4-2 SetBck Water No. Tank Ext. WATER HEATING SYSTE.:S Heater in Energy Glz.e Tnsul System Name Distribution Type Type Sys Factor Cgal), R-Val ----------,--------- -- ------------------ - -- --- ------ Std Gas 50 gal or Less Standard StorGas 1 0.53 50.0 12.0 AFUE WATER HE E01jIPMENT DETAIL /Rec Rated Stdby Tank iilot System Name System Type Cff Input Loss R-Val Light Y -- p Std Gas'50 gal or Less DomesticHW 0.780 40000 0.040 0.0 --_0 SPECIAL FEATURES/REMARKS; COMPLIANCE STATEMENT This Certificate of Compliance lists the 'Building features and performance $ffifications needed to cottplyy with Title 24 Parts J & 6 of the Califor- n�a Code of Regulations, and th.e administrative regulations to implement. them. This certificate has been signed by the individual With overall. design responsibility, When this certificate of compliance is submitted for i a single Building plan to be built in multiple orientations, any shading j feature that is vatted is indicated in the Special Features/Remarks section DESIGNER or OWNER DOCUMENTATION AUTHOR (Per Business & Professions (;cde,) TROY LINDQUIST MARY COOLMAN A.I.B.D. & ASSOC. ALTERNATIVE ENERGY SYSTEMS 5007 SERENO DRIVE 120 S. SAN FEF2NP,NDO BLVD. 0161 . TEMPLE CITY; CA BURBANK, CA 91502 8J8-447.-0427 Lic18 ) (8:563-48.80,,,. (sjgnatu-re ) (date) ) ENFORCEMENT AGENCY Name! Title. Agency: Telephone: signatures ampa + 9 l MANDATORY MEASURES CHECKLIST (part 1 -of 2) MV -1R page 5 of 13 ------------------------------------------------------------_ Project Name: SMITH WORKROOM __ __ _____ Date: 4/10/1997 Documentation: ALTERNATIVE ENERGY SYSTEMS ICOMPLY 24 User 226`6 NOTE Lcdrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be supgr_seded by more stringentcompliance requirements listed on the CErtificatL of Compliance. When this checklist is incorporated .into 'the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether, they are shown elsewhere in the documents oron this checklist only. BUILDING ENVELOPE MEASURES Enforcement o Sec: 150(a): Minimum R-19 ceiling insulation; o Sec,. 150(.b): Loose ;.fill nsulation.manufacturers labe,].ed R -Value. o Seo. 1.50(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls).. o Seo. 150(d): Minimum R-13 raised floor insulation in framed floors; Minimum R-8 in concrete raised floors. o SGc; 150(1): Slab edge insulation water absorption rate no greater than 0.3%, wager vapor transmission rate no greator than 20 perm/inch. o Sec; 118; Insulation specified or installed meets California Energy Commis quality indicate Type & form. ion ualit standards.. C7 Seca 116-117: 'Fenestration Products, Ext Doors & Infil/Exfil Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage'. b: Manufactured fenestration products have label w/certified-U-Value. c'. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. o Sec. 150 P y nes 14 (g}: Vapor barriers mandator in Climate zones and :16 only. _ o Sec. 150(f)! Special infiltration barrier, installed to comply with Sec. 151, meets Commission quality standards. o Sec. 150(e): Installation of Fireplaces, Decorative Gas — Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: b. OutsideCloseablairetal Or ;intake wits door a: � h damper and control c. Elue damper, and control ` No continuous buLning gas ;pilots allowed. r J l TITLE 2.4 REPORT FOR:; SMITH WORKROOM CLEAR CREEK CEMRTARY_ RD. CHICO+ CA. PROJECT,DESIGNER MARY COOLMAN -,,. A.IB.17. &, ASSOC 5007 SERENO DRIVE TEMPLE CITY, CA. 818-441-0427 REPORT PREPAREDBY': TROY LINDQUIS.T t ALTERNATIVE ENERGY SYSTEMS 120 S. SAN FERNANDO BLVD. *161 BURBANK, CA 91502 (818) 563-4880 i Job Number: 97594 t Ail col t*se�1" `anti Date: 4/10/1991 r The COM' 24 computer program has been used to perform the calculations summarized in this compliance report. This program ,has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential Building Energy Efficiency Standards.. This programdevelopedby Gabel Dodd Associates (510) 428-0803'. MANDATORY MEASURES CHECKLIST (part 1 0€' 2) MF -1R page 6 of 13 -------------------------------------------- --- ----- Project Name: (SMITH WORKROOM ---- Date: 4/- 10 1997 DOCumentation: ALTERNATIVE ENERGY SYSTEMS COMPLY 24 User 2266 ---------------- ------------ SPACE CONDITIONING, WATER HEATING AND PLUMBING FvSTCM MEASURES Enforcement -13: HVAC water o and faucets certified1byethe; CommissIon. s, s; �iwerhear s o Sec. 150(i)c, Setback thermostat on all applicable heatingsystems;; o S'ec. 15,0(x): Pipe and Tank 'Insulation - 1. Indirect hot water tanks (eg'unfired storage tanks or backup solar hot water tanks have insulation blanket ( greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank; non -recirculation systems, insulated (R-4 or greater. 3. All buried or exposed piping insulated in recirculation' sections of hot water system. 4. Cooling system piping below 55 F insulated. .5, Piping .insulated between heating sourceand indirect hot Water tank. o Sec. 150(m) Ducts and Fans I. Ducts constructed installed and sealed to comply with UMC Sections 1002 and 1004.; ducts insulated to a minimum R-4.2 or ducts enclosed entirely within_ conditioned space.; 2. Exhaust systeis have backdraft or automatic dampers. s. Gravity ventilating systems serving conditioned space have either automatic or readily accessible manually operated damperst o Sec. 114:Pool and Spa Heating Systems and Equipment 1. System is certified with 79% thermal efficiency, on-off: sw,itchr weath'er�roof operating instructions no electric resistance heatl.ng ,and no pilot lir"11t 2. System is installed with: a. At least 3611 pipe between fi.lte , nd heater for future solar heating. b. 'Cover for outdoor poo s or outdoor spas 3. Pool system has directional inlets and a circulation Pump time switch;, o Sec. 115: Gas-fired central furnace, pool hes er, spa heater or household cooking appliance have no continuously burning pilot light. (Exception: Non -electrical cooking appliance with pilot < ,150 Btuh) LIGHTING MEASURES o Sec. 150_(k): ,Lighting - 40 or watt lumens % greater for general lighting in kitchens and rooms with water closets and rece sed ceiling fixtures IC (insulation cover) approved: A Table Of Contents for Title 24 Report COMPUTER METHOD: SUMMARY (part ---------------- 1 of 3) C -2R page 7 of 13 P,:oj,ect Name: SMITH WORKROOM ----------------- -------,-------- Date: 4/10/1,997 j10e1,997 Documentation: _1�ALTERNATIVE-ENERGY-SYSTEMS. (COMPLY 24 .rser 2266 Standard Proposed Compliance Source Energy Use (KBtu/sf-yr) Design Design Margin Space Heating 14.47 13.84 0.63; Space Cooling 17.49 15..73 1.76 Domestic Hot Water 13.86 -------- 13.87 -0:01 -------- TOTALS 45. 82 -----�------ 43<44, 2.39 ***'BUILDING COMPLIES *** GENERAL INFORMATION Compliance Method; COMPLY 24 version 5.00 Climate Zone: 11 Conditioned Floor Area: 1554 sgft Building Type: Single Fam Det Building Front Orientation: 0 deg (N) NumUet of Dwelling Units: 1 Number of Stories - Floor Construction Type: Raised Flood Total Conditioned Volume; 12432 cuff Conditioned Footprint Area: 1554;sgft BUILDTNG ZONE INFORMATION Floor # of Vent Zone Name Area ---------------------- ----- Volume Units Zone type TStat Type Hgt Area WHOLE HOUSE 1,554 ----------------=---r__�.- 12432' 1i06 Conditioned) --- ---- Setback 2 n/a OPAQUE SURFACES Act solar Type Area U-Val'Azm Tilt Ga'Cns Form 3 Reference Location/Comments - .,-- ---- .-- ZONE NAME = WHOLE HOUSE _- --------- -----.------ ------------------ -- Wall 357 0.088 0 90 vas R-13 Wall (W.13.2x4.16) FLOOR PLAN wall 278 0.088 90 90 Yes R-13 Wall (W.13.2x4.16) FLOOR PLAN Wall 273 0+088 180 90 Yes R-13 Wall W.13.2x4,16) FLOOR PLAN Wall 278 0.088 270 90 Yes R-13 Wall. (W.13.2x4.16) FLOOR PLAN Roof 1.554 0.035 0 22 Yes R-30 Roof(R30.2x12.16) FLOOR PLAN Flr 1,5554 0.034 0 180 Na R-30 F r (k.'30,,2x10.16) FLOOR PLAN CERTIFICATE OF ^;OMPLIANCE - -_,---__- -------------- Residential (part 1 of 2) Ck-1R _---------_-----=----------- projeS t Name: SMITH WORKROOM_ -----_-_'--_.,��. page 3 of 13 Address: CLEAR CREED CEMETARY RD. Date: 4/10/1997' CHICA, .CA,. Designer; MARX COOLMAN - A. I. B. D.&; Bul — ng Perm t o on, -LTE Documentati RNATIVE ENERGY -------------------'-- ASSOC. SYSTEMS ec e y Da e 1COMPLY'24 - - - - --------- -_ User 2266 GENERAL INFORMATION , ------ Compliance Method; Climate Zone; COMPLY 24 version 5:00 Conditioned Floor Area: Building Type: 11 154 sgft Building Front Orientation: Single kam Det Number of Dwelling Units; 0oe9 (Pj) Floor Construction Type: Raised Floor BUILDING SHELL INSULATION Component u-Value ----------------------- Location/Comments R-13 Wall (W. 13 2x4.16------_ R-30 Roo.f(R.30.2x12 16) --- __"_----d------ 0.08'8 FLOOR PLAN ------_-_-! '-- R-30 F1r'(F.302x10.16) , 0.035 FLOOR PLAN FENESTRATION 0.034 FLOOR PLAN /Over. Open U- Orient, Area Val Type -36.0 -0.87 Interior Sh6rl ng Devices Exterior Frame Left- - '----- (E) Double Back (S 84.0 0.87 ----=-------- - -_-- -- Default None r none' - OH SF Type -- - __ -- -- Double Right (W 36.0 0.87 Double Default/None none Default%None N-.N Metal N N Metal THERMAL MASS none` N N Metal Type __________ Covering NONE----- Area Thick (sf J (in) Location/Descripti'on 1 ------------------=----------- RESIDENTIAL ZONE HEATING LOAD SUMMARY_-___- --------- Page 12 of 13' --------•--•------- ---- --------------------- Pj:oject tame: SMITH WORKROOM Date: 4/1.0/1997 Documentation: ALTERNATIVE ENERGY SYSTEMS -COMPLY -- User 2266, PLAN Zone Name:FLOOR Design Indoor Dry Bulb Temperature: 27 F F Design outdoor W nterlDry Bulb Temperature: 43 43 F Design TEmperatuxe Difference: ConductionAioa ------ U-value ------- ''D'_ --- Btu/hr R-13 Wall (W.13.2x4.16) 1186.0 36.0 x x 0.0'885 x 0.8700 x 43.0 43.0 = 4512 = 1347 Double Clear Default(R) 84.0 x 0.8700 x 43.0 =-3142 Double Clear Default(R) DefaUlt ( Dauble Clear Default(it) Clear 36.0 x' 0.8700 x 43.1 _ 1347 2321 Ruble 1554.0 1554.0 x x 0.0347 x 0.0341 x 43.0 43.0 = 2282' R-30 Flt (F.30.2x10.16) Infiltration: 1b00 x 0.018 x 1554 sf'x 8.0 ft x'1:00 AC x 43:;0 -955) TOTAL HOURLY HEAT DOSS FOR SONE N24501 Heating AirFlow: 24501 Btu/hr / (1.07 x 35'F De'ltaT)) _ 653 cfm COMPUTER METHOD SUMMARY (part 2 of 8) v -2R page 8 of 13, --- p' -g---=''__--- - - ~w --- --- Date: 4/10/1997 Proje-- Name: SMITH WORKROOM---- Documentation: ALTERNATIVE ENERGY SYSTEMS- COMPLY 24 User 2266 --�w--mow. ,.ter.----------------- --�...r—�.-----.-------.�,.�----«---wee--w.�—�--q.—� :PERIMETER LOSSES F2 T Length.. Factor Insulation R -Val. Depth Location/Comments Yp e ------------------- .ZONE NAME WHOLE HOUSE NONE FENESTRATION SURFACES Act SC Glass if Type Area Frame r ---- -HOUSE Div U -Val Atm Tilt ocation/Comments-w Only Location/Comments---- --WHOLE ZONE NAME 1 Wdw Left (E) 36,0 Metal No 0.87 90 90 0.88 FLOOR PLAN 2 WdW $ack (S) 84. .0 Metal No 0.87 180 90 0.88 FLOOR PLAN 3 Wdw Right (W) 36.0 Metal No 0.87 270 90 0.88 FLOOR PLAN' INTERIOR & EXTERIOR SHADING Type interior Shade Type SC' ---- Exterior Shade Type -SC- -- ----------------------- _------- 1 Wdw Default/None -, 0.78 None 1.00 1.00 2 Wdw Default/None 6.78 0.78 None None 1.OQ 3 Wdw Default/None COMPUTER METHOD SUMMARY (part 3 of 3) i ---- - - ---- Q --2R page.9 of 13 Project Name: SMITH~WORKROOM - --- Date: 4/10/1997 po,qumentationd ALTERNATTVE ENERGY SYSTEMS COMPLY 24 User 2266 OVERHANGS/SIDE FINS --Window-- -----overhang------ ----Left Fin- --- Right Fin-- # Type Ht Wd Len Ht LExt RExt Dist Ler._ HtDist'Len Ht NONE THERMAL MASS AreaThick Location Raat' Cond Form 3 ReferenceInside Type(se) (in), p .,R -Val. Comments ZONE NAME WHOLE HOUSE' NONE HVAC SYSTEMS Minimum Distrib Type. Duct TStat System Type Efficiency and Location RVal 'hype - Location/Comments Furnace--- 0.800 AFUE Ducts in Attic 4 2 S'etBck WHOLE HOUSE SpltAirCond10.000 SEER Ducts, in Attic 4.2 SetBck Water No. Tank Ext. WATER HEATING SYSTEMS Heater in Energy Size Insul System Name Distribution Type Type ------- Sys Factor (gal) R -Val --- ------ ---- --=-------------------------------------- Std Gas 50 gal or Less Standard StorGas 1 0.53 50.0 12.0 AFUE WATER HEATER EQUIPMENT DETAIL /Rec Rated Stdby Tank, Pilot System Name System Type Eff Input ---- ----- Loss R -Val Light ---------- ------ ------------ ---------- ------------ Std Gas 50 gal or Less DomesticHW 0.780 40000. 0.040 0.0 0 SPECIAL FEATURES/REMARKS- RESIDENTIAL ZONE COOLING LOAD SUMMARY ---- ----------- page 13 of 13 -- -- --- --------------------------_•---------,-- Project Name SMITH 'WORKROOM --- Date: 4/10/1997 Documentation: ALTERNATIVE ENERGY SYSTEMS COMPLY 24 User 2,266 Zone Name: FLOOR PLAN Design Indoor Dry Bulb Temperatures 78 F' Design Outdoor Summer Dry BulblTemperature: 102 F, Design Temperature Difference: 24 F -ronduction Area U=value DETD Btu/ht ----------------------- R-13 Wall (W.13.2x4..16) _- 11,86.0 x 0.0885 x 19.1 = 2004 Double Clear Oefault(R) 36.0 x 0.8700 x 24.0 = 752 Double Clear Default(R), 84.0 x 0.8700 x 24.0 = 1754 Double Clear Default(R) 36.0 x 0.8700 x 24.0 = 752 R-30 Roor(R.30.2x12..16`) 1554.0' x 0.0347 x 39:5: = 2132 R-30 Flr (F.302x1'0.16) 1554.0 x O.Q341 x ,10.5 557 Infiltration: 1.00 x 0.018 X. 1554 sf x 8.0 ft 'K 1.00 AC:x 24.0 5330 Shaded Unshaded Solar Gain Or-.ent. Area SGF"; Area S;GF SC --_--------- -------(-- --•------ -0 =-" --- ---- Double Clear DefaUlt R) East `' [ [ 0 x 15 + 3F.0 x 73) x. 0.68 = 1790 Double Clear Default(R) South 0.0 .> 15 + 84.0 x 32] x Q.68' = 1830 Double Clear Default(R) Wert[ 0. ,0 x 15 + 36.0 x_73] x 0.68 = 1790 J Internal Gain' Op Frac:" ------------------- ----_ -_---- -- Area ----=- Heat Gain ---- ----- Oonv. ----- Lighting 1,.00 x 1554.0_ x 0.200 x 3.413 1061 Equipment 1.00 x 1554.0 x 0:100 x 3:413 = 530 Occupants 1:00 x 1554.0 x 255 / 333 = 1190 TOTAL HOURLY SENSIBLE HEAT GAIN FOR ZONE 21471 Latent Gain Op ;Frac. ------------------------_.-- Area. Heat Gain Conv. Btu/hr ------ Equipment 1 00 x 1554.0 x 0 000 x 8.41A - 0 Occupants 1:00 x 1554.0 x 255 / 33'3 = 1190 infiltration: 1.00 x 1554 sf x 8.0 ft x 1:00 AC x -0.101 _ -1254 TOTAL HOURLY LATENT BEAT GAIN FOR ZONE -64 I 'j Cooling Air.Flow: 21471 Btu/hr / [1.07 x 23 F DeltaT)] 871 i cfm I i I j 5 Si natureDate Name.,, HVAC SYSTEM, HEATING. & COOLING,LOAD SUMMARY page 1.1 of 13 ^ ------------------ - -Project --- -�---------^-------------------�---------_------ Project Name: ;SMITH WORKROOM" Date: 4/10/1997 tign: ALTERNATIVE ENERGY SYSTEMS Documents, ICOMPLY'24 User 2266. NVAC SYSTEM DESCRIPTION HVAC System Name: WHOLE HOUSE Heating System 'Name': PAYNE 376CAV036096 Cooling System Name; PAYNE 593BJ036-A System Multiplier; 1' Fan Schedule; CA Daytime; Fans, Peak Load Method: COINCIDENT` Relative- Humidity; 50 '% COOLING ZONES ON THIS SYSTEM PEAKHEATING PEAK SENSIBLE LATENT ----------------------- ---- ---.-- FLOOR PLAN (Jan 12ant) Z' 5`01 -- (Aug 2pm) 21411' =64 TOTAL ZONE LOAD 2450 -- ,1 24501 , 21471 -`64 Duct Gains '& Losses. 2450 2147 Ventilation; ( 0 CFM) 0 ( 0 CFM) 0 -0 Return Air Lighting Gain Q; Supply/Return Fan Gain: 0 0 - TOTAL SYSTEM LOAD 26951 23618 -64 SYSTEM OUTPUT AT DESIGN CONDITIONS MAIN HEATING & COOLING SYSTEM' 74000' 25314'' 6029 TOTAL SYSTEM OUTPUT 74000 25314 6029 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated., These numbers include no safety factory and the HVAC contractor should oVersize ;by a reaSOTlable ,fiargiYl to acoount for variations in weather, conditions and the.pick-up. capacity req�iired to bring the zone to temper- " ature as a result of a setback thermostat. Those responsible for final e uipment selection should note that Sensible ;and Latent Cooling Loads are indicated to allow for accurate comparison with manufarturerls output data. MANDATORY'MEASURES CHECKLIST (part 1 of 2) MF, -!R page 5 of 13 ---------------= -- ------ ----- Proj.ect Name; SMITH RESIDENCE Date: 12/27/1996 Documentation: ALTERNATIVE ENERGY SYSTEMS (COMPLY 24 User 2266 ---- ------------- - DOTE: Lowrise residential bui.' ngs subject to the Standarr's must contain these measuresregardlr-ss of t4 compliance approach used. Items marked With an asterisk (-A,) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance When this checklist is .incorporated into the permit documents; the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Enforcement o Sec. 15'0(a); Minimum R-19 ceiling insulation. *' o Sec. 150(b): Loose fill insulation manufacturers labeled R -Value. o Sec. 150(c) Minimum R-13 wall insulation in framed walls (does not apply to exterior 'mass walls). o Sec. 150(d): Minimum R-:13 raised floor insulation in framed floors.; Minimum R-8 in concrete raised floors. o Sec, 150(1)• Slab edge insulation - water absorption rate n.aterthan00�ir vapor transmission ra to no greater perm nte o Sec, 118: Insulation specified or installed meets California' Energy Commission gvality standards. Indicate Type & form. o Sec. 116-117`: Fenestration Products, Ext Doors & 'Infil/Exfi1 Controls a. Doors and windows between conditioned and unconditioned spaces desi ned to' limit air leakage. b. Manufactured fenestration products have labe w/certified U -Value o. Exterior doors and windows weatherstripped; all joints and penetratibn8 caulked and sealed. (g) rap° "Zones 14 o Sec. X50 Vapor barriers.mandatory in Climate. and 16 only, _ o Sec. 150(f): Special infiltration barrier installed to comply with Sec. 151meets Commission quality standards. o Sec. 1'50(e): Installation of ,Fireplaces, Decorative Gas Appliances and Gas Logs 1.. Masonry and :factory -built fireplaces Have: a, Closeable metal or glass door b outside air Intake with 'damper and n cotro1 c. Flue damper and control 2, No continuous burning gas pilots allowed. Table Dfi Contents for Title 214 Report MANDATORY MEASURES CHECKLIST (part 1 of 2) MF-1R page 6 of 13 ---------------^----------- ------ Project Name: SMITH RESIDENCE Date,: 12/27/1996 Documentation: ALTERNATIVE ENERGY SYSTEMS -COMPLY-24 User 2266 SPACE CONDITIONING, WATER HEATING AND PLUM DING.SYSTEM',,M1;ASURES Enfor!ament o Sec`. 110-13: HVAC equipment, water heaters, showerheads. and faucets certified by the Commission o sec. 150(i): S'etbac'k thermostat on all applicable heating systems. o Sec. 150(j): Pipe and Tank Insulation 1, Indirect hot water tanks (eg unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterio;r insulation (R716 or greater); 2. First 5 feet of pipes closest to water heater tank, non-recirculation systems, insulated (R-4 or greater. 3.. All buried or exposed piping ;insulated in recirculation sections of hot water system. 4. Cooling system piping below 55 F insulated. S. Piping insulated between heating source and indirect hot Water tank. o Sec. 150(m) Ducts and Fans 1. Ducts constructed, installed and sealed to comply with, UMC Sections 1.002 and 1004; ducts, insulated to a minimum R-4.2 or ducts enclosed entirely withift conditioned space. 2. Exhaust systems have backdra,ft or automatic dampers. 3. Gravity ventilating, systems seirving conditioned space have either automatic or readily accessible manually operated dampers. o Sec. 114:Poo1 and Spa Heating Systems and Equipment 1. system is certi.tied with 785 thermal. efficiency, on-off switch, weatherr0of operating instructine; no electric resistance heating and no pilot light. 2. system is installed with': a. At least 361' pipe between filter and heater for future solar heating. b. Cover ::or outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. o Sec. 115: Gas-firiN.i central furnace, pool heater; spa heater or household cook'inq appliance have no continuously burning pilot, light. (Exception: Non-electrical co0king appliance with pilot < 150 Btuh) LIGHTING MEASURES 0 Sec. 150(k): Lighting - 40 lumens/watt or greater for general lighting in kitchens and rooms witfy water 41osets; and recessed ceiling fixtures IC (insUjation;cover) approved. COMPUTER METHOD SUMMARY (part'l of 3) ----------------------------- C -2R page 7 of 13' ------------------------ ---_------- Project. Name:' SMTTH RESIDENCE - -' Date: 12/27/1996 Documen Cation; ALTERNATIVE ENERGY'SYSTE[�IS 'COMPLY 24 'User 2266 Standard Proposed, rompliance Source Energy Use (KBtu/sf-yr) Design Design Margin ------- ---- ------------------------------ space,Heating -------- 15.39 15.20 Space tooling 11..77 -0.19 12.48 0.71 Domes'..ic Hot Water 7.51 6.46 1.05 TOTALS 34:68 34.14 0.53 ** BUILDING COMPLIES �c** GENERAL INFORMATION Compliance Method: COMPLY 24 version 5.00 Climate Zone: 11 Conditioned Floox Area: 3478 sgft Building Type: Single Fam Det Building Front orientation: 180 deg (S) Number of Dwelling Units: 1 Number of Stories: 1 Floor Construction Type: Raised Floor Total Conditioned Volume: 27824 cutt Conditioned Footprint' Area: 3478 sgft BUILDING ZON E xNFQRMATI.Oploor #"of Vent zone Name Area Volume Units Zone Type ' TStat Type. Hgt Area ---------- -_ --------------------------- WHOLE HOUSE 3478 ------ --------------- 21824 1. 00 Conditioned Setback 2 n/ a OPAQUE SURFACES Act Solar Type Area U -Val Azm Tilt Gains Form 3 Reference Location/Comments ZONE NAME = WHOLE' HOUSE' Wall 679 0.088 0 90 rtes R-13 Wall (WiI3.2x4.16) FLOOR PLAN Wall 395 0.088 90 90 Yes R-13 Wall (W.13.2x4.16) FLOOR PLAN Wall 734 0.088 18U 90 Yes R-13 Wall (W.13.2x4.16) FLOOR PLAN Wall 406 0.088 2.10 90 Yes R-13 Wall- (W.13.2x4.16) FLOOR PLAN Roof 34`90 0.028 0 22 Yes R-88 Rocf(R.38.2xi4.16) FLOOR PLAN, Flt 3418,0.034 6 1.80 No R-30 Flr (F.30.2x10.1(.) 11-1LOOR PLAN CERTIFICATE OF COMPLIANCE- Residential (part 1 of 2) CF 1R _ page 3 of 13 --------------- -�--------------------------- Project Name: SMITH RESIDENCE ----------------__ Date: 12/27/1996 Address: CLEAR CHEEK CEMETARY ROAD CHICO, CA. Building Permit No: Designer: ,MARY.COOLMAN - AIBD &, ASSOCIATES ec e,. y /,Date Documentation: ALTERNATIVE ENERGY SYSTEMS COMPLY 24 User 2266 GENERAL INFORMATION Compliance Method- COMPLY 24 version 5.00 Climate Zone; 11 Conditioned Floor Area: 3478 sgft Building Type: Single Fam Det Building Front Orientation: 180 deg (S) Number of Dwelling Units: 1 Floor Construction, Type: Raised Floor BUILDING SHELL INSULATION Component U' -Value. Location/Comments, ----------------------> R-13 Wall (W.13.2x4.16), 0.088 FLOOR PLAN R-38 Roof(R.38.2x14.16), 0.028 FLOORPLAN R-30 F1r (F.30.,.2x10.1,6)` 0.028 FLOOR PLAN /R-6 Crawlspace FENESTRATION Shading Devices Frame Orient, Area U -Val Type Interior Exterior -------- OH SF Type -- -- ---- ^---- ------ ----- ------ Back (N) 292.9 0.60 Double --------------- White Drape ------- none' N N'Wood Right (E) 136.0 0;60 Double White Drape none N N Wood, S . (Front 237 ( ) 8 0.60 Double White Drape none Y N Wood Left (W)' 124.6 0.60 Double White Drape none N N Wood- Skylight, 69.0 0.75 Double none. none N N Metal THERMAL MASS Area Thick Type Covering (sf) (in,) ----- ----- Location/Description -- -----------------------__ --------------------- - T ile in Mortar Covered 687 1,5 '0 FLOOR PLAN / I'm Mass COMPUTER METHOD SUMMARY (part 2 of 3) --- C --2R page 8 of 13 Pro'Sect Name: SMITH RESIDENCEpate; I Docu'12/27/1996 it1 entation: ALTERNATIVE ENERGY SYSTEMS --------- _-----COMPLY-24 User 2266 _-_e_--_6_ PERIMETER LOSS Type Length Factor nulatio RisDepth LoM%ent cationCa --------- -- ZONE NAME '= WHOLE HOUSE NONE FENESTRATION SURFACES A' SC Glass n Type Area Fr ame Div U -Val Act - m kilt Only Location/Comm ents -NAME ZONE T WHOLE HOUSE 1 Wdw Back (N), 11:3.0 Wood Yes 0.60 0 90 0.88 FLOOR PLAN 2'WdW Pack (N) 179.9 Wood Yes 0.60 0 90 0.88 FLOOR PLAN 3 Wdw Right (E) 136.0 Wood Yes 0.60 90 90 0.88 FLOOR PLAN 4 Wdw Front, 237.8 Wood Yes 0 60 180 90 0,88 FLOOR PLAN 5 Wdw Lett (W) 84.6 Wood Yes 0.66 270 90 0,88 FLOOR PLAN 6, Wow Left (W) 40.0 Wood Yes 0.60 2`70 90 0;88 FLOOR PLAN' 7 Sky Bach (N)0,70 .69.0 :Metal Yes 0.75- 0 0 FLOOR PIAN INTERIOR & EXTERIOR SHADING I ypOInterior Shade Type-_ SC i�xteriol Shade Type SC ----------------------- - ---------------------- Wdw White Drape ---- 0.62 None 1.00 1.00 2 Wow White Drape 0.62 None 1..00 3 Wow White Drape 0.62 None 1.600 4 Wow White Drape 0.62 None 1.00 5 Wdw White Drape 0.62 None 1.00 6 wow White Drape 0.62 None> 1.00 7 Sky None I 1.00 None' RFS L'.NTIAL ZONE HEATING LOAD SUMMARY _- page 12 of 13 ------------------------- Name: SMITH RESIDENCE ------------------ Date,- 12/27/1996 Dc.+cup 'l. a.tion: ALTERNATIVE ENERGY SYSTEMS COMPLY 24_Oser_2266 Zor Nme;- FLOOR PIAN Des In Indoor Drp 70 ?7 F F Desl gn Outd.00r Winte'rI DremBulb Tem. eratur p 43 F Design Temperature Difference: Conduction Area t -value. TD Btu/hr --------------- R-13 Wall (W.13 1'+) 221.4.7 292.9 x x 0.0885 x 0.6000 x 43 .'o 43 i 0 = 8426 = 7557 Double Clear Def ., t(R.) Double Clear )eEault R 136.0 x 0.6000 x 43.0 = 3509 Double Clear 'Jefault(R) 237.8 124.6 x x 0.6000 x 0.6000 x 43 ,.0 43.0 - 6135 3215 Double Clear D.,fault(R Double Skylight 69.0 x 0.7500 x 43.0 _ 2225 R-38 RUof(R.38.2x1.416) 3490.0: x 0.0283 x 43:0 43.0 _ 4254 5107 R-30 'Elr (F.30.2x10.16) 3478.0 x 0.0341 x Infiltration: 1.00,x 0,018 x 3478^sf x 8.0 t x 1.00 AC x 43.0 = ----- 213 TOTAL HOURLY ft -AT LOSS FOR ZONE 61802 Heating•AirFlowl 61802 Btu/hr / (1.07 x 35 F'Delta!)) = 1647 cfm I COMPUTER METHOD SUMMARY (part 3' of 3) C -2R page 9 of 13 __------.,.- ---------------------�------ Project Name: SMITH RESIDENCE- -- - Date: 12/27/1996 ICQMPLY Documentation: ALTERNATIVE ENERGY SYSTEMS 24 User 2266 OVERHANGS/SIDE, FINS --Window-- ----- OVerhang------ ---Left Fin--- ---Right Fin-- # Type Ht Wd Len Ht LExt RE�ct Dist Len ---- - --- --_ - Ht Dist Len Ht -- ----- ---- 4 Wdw 5.0 5.0 2.0 0.1 2.0 2.0 THERMAL MASS Area Thick Heat Inside Location Type (sf) (in) Cap Cond Form 3 Reference R -Val' Comments _~_-o ----.— --------- .— ------ .-_--___ ZONE NAME=WHOLE HOUSE Interior Mass 687 1—,o 24 0.67 n/a HVAC e Duct SystemTypeandLocatMinimum Distrib ion_--- RVa1 Type yp Y Location/Comment s -- Furnace 0.920, AFUE Ducts in Attic 4.2 SetBclt`WHOLE HOUSE 5pltAirCond12.000 SEER Ducts in Attic 4.2 SetBck Water No. Tank, EXt;, WATER HEAn Type TING SYSTEMS Distribution butio Heater in Energy Size Insul Sys Factor (gal) 'R -Val systeType -------- -r- ---- -_- -nd/HWR --- ------ ----- _-=---------------- RHEEM 44V50 ~- Recirc-Dema StorGas 2 0.61 50.0 12.0 AFUE /Rec Rated WATER HEATER PJQUIPMENP DETAIL /Rec Type Eff Input stdby Tank., Pilot Loss R -Val Light SystetjName System ---- ----- ----- ----- =---- _ ------------------------- r 44V50 Domesti.cHw 0.800 40000 0.900 0.0 0 SPECIAL FEATURES/REMARKS '. i RESIDENTIAL ZONE COOLING LOAD SUMMARY page 13 of 13 ------------------------------------------------------ -. Project Name; SMITH RESIDENCE Date:,12/27/1996 Documentati.on ALTERNATIVE ENERGY SYSTEMS (COMPLY 24 User 2266 Zone rTame: FLOOR PLAN DeSign Indoor Dry Bulb Temperature: '78 F Design Outdoor Summer Dry Bulb Temperature; 102 F Design Temperature Difference; 24 F 'Conduct! Area U -Value DETD ---- Btu/hr ---�--- _ _ R-13 Wall -(W.13 2x4.16) 2214_ 7 x _ 0.088.5 x 1`9.1 -= 3743 Double Cleat Default(R) 292.9 x 9.6000 x 24.0 = 421.8 Double Clear Default'(R), 136.0 x 0.60,OQ x 24.0 = 1958 Double Clear Default(R) 237.8 x 0.6000 x 24.0 - 3424 Double Clear Default(R) 124.6 x 0.6000 x 24.0 1794 Double Skylight 69.0 x 0,750.0 x 24.0 1242 R-38 Roof(R.38.2xJ4.16) 3490.0 x 0.0283 x 39.5 = 3908 R-30 Flr (F.30.2x10.16) 3478.0' x 0:0341 x 10.5 = 1241 Infiltration;. 1.00 x 0.018 x 3478 sf .x 8.0 ft x 1.00 AC x 24.0 = 119.30 Shaded unshaded, Solar Gain Orient. Area SGF Area SGF --- SC ---- -------------------------------- Double Clear Default(k) North j ---- --- 0.0 x 15 + ---- 113.0 x 15] x 0.42 = 714 Double Clear Default(R) North, j 0.0 x 15 + 179.9 x 151 x 0.42 = 1136 Double Clear Default(R East [ 0.0 x 15 + 136.0 x'73 x 0.42 = 4179 llouulP :Clear Default(R; South ( 237.8 x 15 + 0.0 x 32] x 0.42 = 1502 Double Clear Default(R)West [ 0.0 x 1.5 + 84.6 x 73] x 0.42 = 26.00 Double Clear Default(R) West 0.0 x 15 + 40.0 x-73] x 0.42 = 12'29 Double Skylight Skylight [ 0.0 x 15 + 69.0 x152] x 0.58 = 6,094 Internal Gain Op Frac. Area Heat Gain ConV. Lighting, 1.00 x 3478.0 x 0:200 x 3.413 2274 Equipment 1,00 x 3478.0, x 0.10.0 x 1:413 - 1.187 Occupants 1.00' x 3,478.0' x 255 / 3.33 = 2663, TOTAL J1)RLY SENS''ZBLE HEAT GAIN FOR ZONE 57142 Latent Gain 0p Frac. ----------------------- Area Heat Gain Co.nv. Btu/hr Equipment 1.00.. x 3474 -) x 0.000~-x 3.413 = 0 Ocou ants 1.00 p x 3478.1 x 255 / 333 = 2663 infiltration: IA0 x 3478 sf x 8.0 ft x 1.00 AC'x -0.101 = -2806 TOTAL HOURLY LATENT HEAT GAIN FOR ZONE -143 Cooling Airpiow: 57142 Btu/hr / [1.07 x 23 F DeltaT)] _' 2318 cfm' Signature Date Name HVAC SYSTEM HEATING & CCOL;ImP LOAD SUMMARY page 11 of 13 Project NameSMITH"RESIDENCE Date: 1:2/27/1996 Documentation: ALTERNATIVE ENERGY SYSTEMS (COMPLY 24 User 2266: HVAC" SYSTEM DESCRIPTION HVAC System Name: WHOLE HOUSE Heating System Name": BDP CO, 350MAV048100 Cooling System Name: BDIP CO, 563AN0487A' System Multipl er: 2 Fan Schedule CA Daytime Fans- Peak Load Method; COINCIDENT Relative Humidity; 50 COOLING ZONES ON THIS SYSTEM PEAIS CHEATING PEAK SENSIBLE LATENT ---- ------------------ ----------- FLOOR PLAN (:Jan 1,2am); 61802 -------- (Aug 2pm) 57142 -143 _ TOTAL ZONE LOAD --61802 -- 57142 -143 Duct Gains & Losses; 6180 5,714' Ventilation: ( 0 CFM) 0 ( 0 CFM} 0 -0 Return. Air Lighting, Gain 0 Supply/Return Fan Gain: 0 0 - TOTAL, SYSTEM LOAD 67982 62.556 -143 SYSTEM OUTPUT AT DESIGN CONDITIONS MAIN HEATING & COOLING SYSTEM 184GOD 71244 16967 TO TAL SYSTEM OUTPUT 184000 71244 16967 NOTE: The TOTAL'SYSTEM LOAD shown represents' the minimum size, equipment " Which will heat or cool this zone during the design conditions indicated.' These numbers,include no safety factor, anca the HVAC contractor should oversize by a reasonable ,margin to account for variations in weather conditions and the ;pick --up capacity required to bring the zone to temper- attire as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible ;and Latent Cooling ,Loads are indicated to allow for accurate comparison with manufacturers output data. I ,..- .,, _�,,. ..�,e.�. - eo, _ �, ... ..� .., ; r 1 u. y, �',�! 0 i _. , .. t �. �^ r t.. ti .. � �' ,.. ,., ,. ','..4...k ,. i � n ,. ,. J _, .. . ., :� n ,- /" t ,� .% % ,• .,, .:.... �_ m,�.... �.,...,... . , ,, ,. � v ,�- �, C _. aD; ,. �. �. � Q a, ... w ._..�_ „ . . _ �., f .: _ . .. e� ..,.. .. , l._.__. d.�_�: O `._ ,t,r' �: .,y:._ t _� ',,,• ,,. _ , ...�..w: .� .. V; _.�� �- __ ____ _ . - _--__ __ _ _ - I �� Ell! (H•BALR IN SHITH. FLOORS FINAL - FF]t' : Imis nRO PI. REPARED rNOH 6nHPUT g INPUT (LOADS k 0IHEIIS1o115) aUnHirTED by TRUSS MFR TOP CHORD 02 FL 01 x""LOAOING ON THIS TRUSS CALCULATED BY TRUSS FA8RICAT01*** uDT CHORD 4x2 FL #1 NEDS`:4x2 FL Standard REFER TO OWING AI50 FOR TYPICAL riLATE LOCATIONS', CONNECTOR PLATES MUST HE 1NsTAlhh,IH AcCORpANcE'NiTll Tilt CONNECTOR, PLATES DESIGNED FOR OEM LWWRE PGR NDS•91 TABLE REQUIREMENTS OF 11C.B.Or RESEARCf REPORT1#2949. 713,3. NOTE: THIS TRUSS HOST BE ;INSTALLED AS SHOWN. IT CANNOT BE USED ADDITIONAL LOADING (PER TRUSS 14ANUFACjURER) UPSIDE DOWNi TOP 'OF TRUSS RUST BE, HARKED BY TRUSS FABRICATOR. ........:...... .....,...,_..........___ �...,. TC • Feca 36 PLF at ,50 L0' 30 PLV at 14.40 IN LIEU OF RIGID.SIIEA7HINO: 10 TOP CHORD TO HE BRACED BY. PROPERLY ATTACHED PURLINS SPACED a 24.00" o.O. IN ADDITION, A.RIGID CEALING OR 2k413 H.F,. OR OETT'FR.CONTINUOUS LATERAL BRACING SPACED Q 72,,00• to C. MUST BE PROPERLY: ATTACHED TO THE 'BOTTON CHORD, i O.O • D18 30� W1,5X4 (a) 1.bX4 m H3961111 W1, 5X4 0W3X4m N3XDe W1 i 5X4 N2.5XA N2, 5X4Q t --�►-0'O=D : H3X0>+1 W115X41I W2, -SX4+d H�Ke*A A A OWN.' Ub 14=6.0 600 2 Supports , R•OOO y-2.75'... (t�80G }!-2 � 75• �� A 8 _ Ohlention 10ii9t, . Deslan Crft6tja: -UDC B. bB', C - Sc � 3 t E3 I� 441046 ,ioii tai III niiAii wii C if), 091t.131191111 '91 "`11M nisi TC L, 40, 0 PSF REF 8427 • -21717 to uglrm 411 Nlitals 00 : ant tw "illus. NI Isnq, 104 cII11milils /4104 M . OIE6SIp� inrtMui Nu11 h11W'tlltl,pUlN1pC k fl"OftllT 41IM'tMI"I;t11U Wit M01110 AItat ii Qp O, 0 P5F DATA OEI 19 97 r N No y T C O 1 O AT �t rvo p�llt, YML 1 111 ltipo 'Ilii Fu 14 oiiti111a f��o ISIS 116 l A °`tussis 1: N' c '' BC OL 6.,0' PSF URH CAU;n1Z1 912�tdT6 0 t�i�P1t�� mu'1a,testtts I� ommild oitN toil of IuaitAtioN, SAW114, WWAso i,+lAlutiol al 4C LL 0.0 PSF CA -ENG POC FM IfutM'0I sAltttt. 'I in itf111 LON/0u1 WIN AtFlltA141 M01111111 OF bt (Ni1t01At N11106 0 PSF SEQN 2950 AHCUIU1101'11Nf1p 0 11 1I1 ANIAICAN twat AW Will succIA11041 im 101, Ai11Nt * TOT., Lw A t0111tt0tt All NAOi'01 trot ISM AXIS tut our, stats 11mv is 111to, 'Aom COUCINt It ..FROM, ['ICs _,. TRUSS tAq tAti d +lost An euttt a11a1vi+1 loeltlo of toil NtsmN, NaagoN coNuctwt 141 ,C }b DUR', FAG, 1, DO Ll I= � . (� G� v i"� No'i' `iii i' iii uo N ui n`ii0iliuo o NIS ui hili toil Its ortr to rvtMsleN /E� L�p't SPACING 24.0" _ .. sw "'Flo SHITH•NALk 'IN SMITit FLOORS FINAL - FF9 AR THIS DKO PREPARED FRO", CONPIITEN INPUT (LOADS &_DIHENSIONs1 $06NITTED Dr RUss Nil *. P S0 FOR'TVPICAIL PLATE LOCAT10NS,i TOP- CHORD 4a{2 Fl. 1 REFER TO DRAWING, AI '+ R PLATES MUST DE INSTALLED IN ACCORDANCE 4, TH THE.. 4x2 ><L RF,OUIRkM. 7B0 CHORD rd REgUlj( CONNECTOR OF I,,C,8,O, 'RESEARCH REPORT 029491 REBS q%2 FL Standard ' E 1N LIEU OF RIGID SHEATHING, CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PCR NUS-91 TAOL ` NOTE: 11115 TRUSS MUST DEI TOP CHORD TO BE BRACED ION ApRRLYIGI ATTACHED PURLINS SPACED G 21.00' o, C. IN ADDITION A RIGID CEII'l1JG O'i ?.x9 �3 N.F': NSTALLED' As SHOWN. IT CANN'T DE USED ORSHTTERR CONTINUATTACIJEDRTO THEBOTTOMCED 0 102-00 o,c. UPSIDE DOWN.- TOP OF TRUSS MUST 9E HARkED OY TRUSS:. FABRICATOR, r d ?11.680" T 62X4 4 W9X4�. W3X4 Am WH4 W T 1-z•e 1-2-s 4`8• N1.5X4 A 4JI.5X4II 1 U2.5X Y2.5Xq }.r r' L Y °rs a ° [o'--6-5.6 Over 2 5upports�--4 ' a R-w425 W-2.75" R-323 H'2.75' PLT TYP4 "PI -956 Oeslan Criteria• URC 0.1b0Scale.-.9 " >t U A Issllt� Ila"1 s s n........ wos K, SHIPPING. uSIAILI +w ,� -21721,Ft. h O O O [Q 1141116 •41011110411 4l rytAAIIK f1sIW110 AW "Atl11)i SWIM If Ill trots still TC LL 40,,0; PSF REF R427 1, w raa►tl ls,l 3olrl,ato, nulsou is urn). sol 10rur►suslets ruol Io E1b 11 O nrlsnK 3lnt mttlbnw uuu nuAvut unuI",Tor cwo scut AArt norTlu �lrudl �( TC DL 10,-0 PSF DATE 00 I9 97 O A' f-, stnntau ntttt, n1wr Gaels suit We A ryntsu Attuno 1117/ cuseKl I� C {•-•J .-IWnttMr• M,i/1 A Cort or Sea sislnn 1n. in IlttuteTsol Csllsuta. Au1KtISIV!CRIS � ~ b`� � DC OL :.1., 0 PSF DRN CAusR42I 97a�IDta 11601CII. INC, Mo. 10111 l[SiMlIelt To Ill OCYIA110Y TA11I T6)t 013161: AST milli IP. t ` a p�,PIN}p Q 31111 lot [391st! 11 CoramuC% 11146 1111 >, r6uICA11s6, IAxI slllifls. slssuunol a DC LL D.0, PSF CA-ENG PDC FM uulMat spllul u uat osts'lusu FORAl 1114 4411"0419. � gtnulanitutIONS tortou )rssrUs 6colncrlu tot 55.0 PSF ' SEON ; 2963 PICIA1CA,1sa 111tltels sT IR AXI11CAs Td.t31 4Ao ►1171 01091AII011 AU`lil. M►III TOT LO i TRU F2 011U111 - rut r Koss: -w miss slilinu tocuu os sols oisle6. ►os1U1t ColutIONS s1l I � C .a11 Q� DUR FAC , 1.00N FROM 'MC I.Allttl 1K, Its AN. ISO A4t A: 114ing-3-stAL,Y 11II KAi116 AM Its ; ONLY to 1414111" A c A"-IN r 60r dil9000 1luroln4VA : 1f� SPACING 24,0 uAl Or SMYTII WALK 'IN SMl3 4 FLOORS FINAL FF3) THIS BkG PREPARED FROM COHPUTER INPUT (LOADS Si DIHENSIBNS) SUBMITTED BY TRUSS 011, TOP CHORD 4x2 OF -L ' 1 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS;• •WEaS 02 DF -L #1 p• O.C, HAI41MM,. DOT CUORO 4x2 OF -L Standard CONNECTOR, PLATES AIIUSTABEIJWAIAXI IN ACCORDANCE V TN' IU -E CII 1� NNE 1 THIS `TRU5S 14UST OE INSTALLEDREPORT $2949 CONNECTOR ILATE5 DESIGNED FOR GREEN, LUMBER NEIL NDS -4I TABLE NpQ�1RTMCNTS OF 101741144 �4�Us5'tEUSTRDE, A5 SHOWN IT CANNOT DE USED IN LIEU OF RIGID SIIEATNINO; FABRICATOR. CAL DEAD LOAD DEFLECTION 0.27 EXPECTED VERTECAL LIYE LOAD DeFI,£CTION 0,36 •, UPSIDE DOWN.ToP F TR N MARKED B, TR NOTE. EXPECTED VERTICAL BMW CHORDS 0' AT HIDSPA)Y, TOP CHORD TO BE ORACED BY PROPERLY ATTACHED PURLINS SPACED RECOMMENDED CARDER TOP AND TTM -_/ 84,00 o.c. IN ADDITIONS A RIGID CEILING OR 2x4' y3 N,F. , Or 0 © D. BE SUPPLIED Y ER£CT10N CO)ITRACTORi, PROPERLY ATTACHER TO THE DDTTOM CNOR 2,00' 1..c } 2X6 3 HE11-FIR OR BETTER STRONGDACK. ATTACH OR BETTER CONTINUOUS LATERAL ORAC1 G 5PACED TO E CII TRUSS WIT, 3•lOd NAILS, STRONGBACK MATERIAL 7O MUST pE r� i 4- 300 I . HI`..SX�(R) N3XBi W3X4� W2, 594 Po W3X8a WlBe(R ) Ir _ 1 1 0 -AA 0.0 43X8 -to W3K10� W3X8rl 0 IB -6-12 BVer 2 Supports R-055 N-2.75' s't' R-855 M-2.75' r NLTet All Plates Are.Wl.'M Except As Shownk t g ., t D s1 ' C e i I�95 a 3a2 C 1 ~ ,r,anlunm�wij5o•• IA11si 111111/11111991 a 11 ranuAnll. u41wa, 31991 re AIS u n ►10 T' LL 40.0 PSF REF R427- •21713 �"Laso.: Ana 10111,11 Iu1/n1a 11nAtI11a All nulla; (elus+le 11 991 104951 still OIf35l0 IsmMv. Its aa•WIf 11., "ITS ISO. IIt11W1: vl 631111; to wm Illtiltto root t0 Qw /tlrlwlw Tact ralenlu, 111111/99119911 t11uneo, In elms 11AtL //n r. ;All A1rleul 0 N `�! Ti. DL 25.0 PSF DATE 08/19/9,7 ru0c►11A1►A1.n1 venal 1.141/ MAIL 1404 1A1n1t1 61369999 9911A clnsur DC ,CL 5.0 PSF DRW CAUSR127 9?251010 • gg ••31fMTYltp• rMnt11 6011 K°11111(3111.10 Pll I/t1/1U11o11.WNII1.10ri ►L1199 tYalY1011 7 Mt 10 II BC 99111613. ut rwU,:ur a /tstwsllll la sur nrunrnix Isis lrrlau +11 1111 •� LL X0.0 t�SF CA -ENG PBC Fit l T t]Y7cl L^ 1qu,let tutor rlxoula3la rill T0u a rnsttLnu, aunlla 31999911. Iruuupor a 141 �1V1i DlutKeursstu unuslarouaaril+utLtctnrrrnlSINSofAs$1 NATIONAL 414 TOT':LD, 70,0 PSF SEAN = A114 � — iia(ucaisni`rAK uiuis o11L1YULl0CA(DWllliplltll lalln01A1111 01filNifO * * OUR. FAC. 1.00 FROM MC (►rtMIC/11011"111111 11 pl smilcis MIT All MIA At(OCCSPTIAIIM All T SS C/1Ynt011111 (1�. •(��n�: .�' -J/JQI Q 11111111 ta, a/ A1( (1t A r. AN (It1111113 111L 41 1014 4111111 ultl(s O31Y 10 101 1111aft 11F0. t1tSPA'CI NG C] © or 1s IIjtLtq01nrQfit A" still lot 11. 1b g! upas 11.111 0101k141 SMITH NAL'K iN SMITH FLOORS FINAL FF]OA TIItS 00 Pri0ARED FROM COMPUTER INPUT ALOAD$ l OINENSIORS1 sUDMIT.tED all TRUss Y+f•R REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS; TOP CHORD 4x2 FL #I �BOT'CIIORD '4X2 FL I CONNECTOR. PLATES MUST DE INSTALLED IN ACCORDANCE.` WITH THE r WEDS .4x2 FL fiandard REQUIREMENTS OF 14-B4O, RESEARCH REPORT 02949. P UPSIDE DOWN, TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR,USED GDR., PLATES DESIGNED FOR LRfEN LUMBER PER N I TABLE NO1E. THIS TRUSS MUST BE INSTALLED A5 SIIU WN. IT CANNOT BEUSE 7.3 3. NG, PER TRUSS MANUFACTURER) NOS-91 !N L1EU OF RIGID SHEATHING: HECTOR ADDITIONAL LOADI ( TOPL1111090 TO BE, BRACED BY PROPERLY ATTACHED PURLINS SPACED TC.- From 15 PLF..•..0 at 10;50 Lo I5 PLF at 14.40 a 24,00, 0.6. IH'ABDITION, A RIGID CEILING OR 294 #3 1,F. OR BETTER CONTINUOUS LATERAL BRACING SPACED,® 12.00' o,c,: �' ATTACHED TO TUE 'BOTTOM C110R0,, + 2XG HEM -FIR O6 BETTER CONTINUOUS STRONGBACK ATTACH; MUST BE {nOpERLY TOE CII TRU$S WITH 3-IOd NAILS.' STRONGDACR MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTRR. t f �-- •- -5-0 0 3j�I 1_. " 1 19115X4'/ W3x6P W1.5X4>rU1.5x4W W3X8o W14X411 111:5x4(R) 60492 041m ii1,5X4 (R) .* 28 0.0.0 JL .3xe.r ki wit t - W34® w3x 8> IAlp ' II3X5� , �.— _�.^ l Over SUpporls_ R-793 k-2.75' R-036 142'75' B 0,0 R I � CA!-/t/-,:!-/�= •IAIIIIW# SES Mae [ Isi111t c/11 .Irfullt ON," W%IU> 31 FnM 1111utI10 All TC� LL. q SF REF R-427 --21716 rIN•11 jtlAl/1U MIAt111/ AM 11AU1f1, fAIlls"D It n) .RAtss flAll - Slsuln[. 1/3rowIt ft.. $1 [u. luruw. 11 tuln. rIl wtlr aAcutll nlu t► aot;[uiln TC Dt 10.0 PSF DATE' . ,08/19/97 �-! O ►t1fWIIN Ills[ Fw1loes. int1f Il9twlll :UDuuu; W MAIN fllll-NAVE not1411, IpAtul ITIKn1u ►W13. Notion coast fall NAtt A 1141110 At1AwM 11010 SI11s[1. BC,. D(. 5 0 P5F DRW CAUSK121 .972110LD ►u/xn, lot. 1991 NOT It l(AW111UMpAli I[s Ii0.,LUom I Ip R11u/,4 Mit II/fl011 A , o' �• C , �' 0 © •t1` mrtr1-' 1`111119 A W or 1111 NEUNI 1O 11[ tulAtlATION C0It1Ati01,. AU111 tAO1KAIfI S 34 AL,pll`IJI� a plum a, " sti: lls of lm cov lot of c WIN at "otnul.Az~ os Apt" ' DD' �"�' 0, 0 PSF CA - 00 PDG' FM E,t ar { * TY T.OT.LO.:'55:0'PSF S£QN 29A7 Iln AMtltltlt utin,1i or oaf ilutillA otllw O �, CN11fau AI[MUt w [NA MINlfltl M11 &Ali, ms[p tICUi AS 10111, ufu c0u1Uoks to DUR , FAG.. 1, 00, FROM, MC �y �Y Inu al rnfnl it colwuuE UT I'll TRUSS lit, 'Aa M 11 i$1, $10 ruM 0rR9911114CA11► 04111S /13111. 09111141 "1AIt111f7U IJ'r iYib �t talNllu 171.711 Ao 110 h1`. 11 nfuttr!I Itu AI 1Ntl n►r11I,A►nIEz 4Nc110 1" laic[ �I� 1�0� , SPAC IRO: ". IN AN 9t Nn SIT. 1 ► MtAI f u / AO II O NtN1 - . THIS UNIT Ph'WAED PROH COHMER INPUT (LOADS I t11HEl8jotis) SUBMITTED Sri TRUSS MSR SfglTll-WALK IN FiNA4 FFIOi SMIT I FLINFER TO DRA�IIHG A150 FeR TYPICAL PLATE LOCATIONS, '-0ORS „rT__ 70P Cl ORI) 402 FL III CONNECTOR PLATES FUST BE INSTALLED IN ACCORDANCE NIT .TILE BOT C of 402 FL pI HED'- F� Stantfard REQUIREMENTS OF 1.G.D.O. RESEARCHREPORT 12949. UP51DE DOW11. TQP OF TRUSS MUST BE ARKED NN. 17 CANNOT' DE USED NARKED BY-TRUSS FABRICATOR. CONNECTOR PLATES DESIGNED FOR GREEN l;Uh10ER PEfC NDS-91 TABLE NOTE: THIS TRUSS MUST BE IIISTALLEO 1 7,x.3. III LIEU OF RIGID SHEATHING: 1 2%6E13 1EM-FIR R DET1Od CONTINUSTRONG6ACKpMATERIALATIO 10P CIIORD TO BE BRACED BY PROPERLY ATTACHED PURLIUS SPACED BE';UPPLIEU`'SBY ERECTION CONTRACTOR. S1 A, 24,00 o,c.; iN AODITIOH A'RIGID CEILING 09 294 13 N+F. �USTI DEI PROPEnLYUOUS ATTACIlED1tT0 THE DIOTT MSPACED C IDRD.72'O0 o,c. p.p.p 30" Typi D W1.5X40 I13X6si NL,5X4N N2.PX4sa W1.5X411 If3X6ot W1,5X4 N NI.5X4(R) p N3>tBA+ N1.5Xd N N3X4� _ N3X6n. ` 14.6 r � 0 0010 2 Supports •{ 17,4.02.75' ' , 'R-785 1!-2.75' R-785, flus' C to li6C C }t L P U •vieiiw• ► n tnD, u A sur. ua lAA► intA lmc,ua oiEstro TG LG 4a,0 P5F REF RM127' • 21715 L7 C� ED rutAa �uu » ow#, lausnta lr{IAIL Ir nttint, nuuuo of mmasuu nLrL fM -p TC a 10.0 PSF nATE 08/1-9/97 Uututt.;ur rorollou., soul Aa. Alnsrrq upq: ra tuuY uultttA Mtor 148 Q� m; ©: rlp401tA;1A111 (tttll0ll. A,kill o1rUY1R Irttnlr. it1 LAtlr 911A. rill ►1or111Y Alllcrlr ' ,� 1 `, ' OG Dt+. 5.0 pSp O' urlawll ursi, �npr tow WAL usl A name Artrswo rum thiol, . 1 DRW CAUS1Z4xT 9723100I . © 1j n iu tAYI roT rL IR nulls A Il1!mint rrrfill" "I friialicYtArrl{ is "stroi Air iiLi iii 'y ep �L a s0 PS 'CA-ENG POC FN . Cl rnu ntuossu a touriwtl ytt ml r rAMwusr, rwtw, AYurtw; 4848` uurA AL TOl . L0. 55 s'0 PS '_SEON '294A AIPMIAAtIr M Tllttif. 1111 OdiW taAars Al1A AltlttlAil t1a11A1A/4 al Iitstt lAAttAAAI OlA1AA -. pttY.iL11N1 trrlmrbJt ill ANIAltAr tr{rt AAO 148!1 /AtYt1AlILAt AAI 111. urw * pUR . FAC c 1 00. FROM HC " !CTSS trrlttri 48I Wl a IYAA 48N Ain tAt1 rAIY, 1Tltll ltttrt n $fila. 481!1 to.AActplt II tAuwtcor oust, An.utn nawml louul or tum otsuu tsuno� anstcrou ►u s ;� I`+S� � SPAC`!NG r I:7Cl A s lc Yu A w to u A auuls.t», {u 48e sa A•r. AI llotrtU A {lAl AA !Mit DIAYtr AlYllf Ult la rtl rIrICA ' •/ a i TI.tS )Ha e8EpAACP FRO 0 Yp1GA1 LO40S L 0CAT1DN5, � GONPUTFR iIIPUT (LOABS t DINkNS1011S) SUBHiTTEU BY TRUSS NFR PLAT } fF2 REFER TO DRAiMIG A150_ F.R TY MARCH . INORT 0KDAJ4. H THE , SNlTII N +x2 FL LOmts FINAL - TOp CNORD. CONIO UR PLATES MUST BE INSTALLED. EP ACCORDANCE HIT BOT CHORD 4x2 FL K IN H iTlf IU:RUiRCHENTS; :OF 1.C;6.0. R,.. HERS 4tc4 {L .anderd [UMBER PC U SLOE DOWN, TOp OF TRUSS MUST BE NARKED DY''TR OT DE OR" n s i 4 AT Ft BR1CATOR, COWNECTOR PLATES DESIGNED FOR GREEN ,.. R NPS•91 TABLE 0 D p STALLED A5 sNOWII 1 T C NOTE.. TNS TRUSSE USo DAWA'+'OOTfghl CIi _ 1/4' AT' FIDSPANr, _ T 3.3 RECOMNENDEO,CAHB R T P NgT,E EXPECTED VERTICAL 114E (QAD AO DEFLECTION; M 45 ACED BY,PRO ON ERLY ATTACHED On 2x4 {3 �LF. UN -FIR OR BETTER CONTttlUOUS STRUNGBACk. ATTACH pU24Cb CHORD TO INBADDITION.AI KRIGING SPACED 'ONG-U721100 SO.c o. + 2X1+ ii3 NEM on BETTER .CONTIN! TO EAcH ?Russ 111TH 3-10d NAILS, STRONGBACK NATER,IAL TO MUST BE PRaPERLY AYTACIIED To THE POT OM CtIORD. BE SUPPLIED By ERECTION CONTRACTOR, t' �B•0.0 ���ID_-1 ' 1 30' TYP• W3X4© W39101"Wt h(R) W3X10Q W2F5n4�* WI. 5,R X4�);:TT. 1B'0•0-0, 1�g• � W3Xi:Om N31(ew` W31c10� ==1W2.5XA W3Y.0 8.98YaC f .75Re1021 H -2 p �p Ri-1021 W -2-7V 18. b C 7 c V 3" t UBC Note: All Plates Are_yE.5X4 EXcept As Sh0WR': ]9 Og TC'LL 40.0 PSF REF 'R427•-21711 • (�., Q T11 1W#Ailli`. "lot' 'a '11 µtsAI1LIID'IIJTMLIWI JUP W416,,1i1L"Roo IfYlot{I"Al" PLITL Of Low G7 ttv01wuu ��i�low 10 1cONcitai.'uiiii iuii+ii'iutieiu4ii, iwio VW AJJF iiwili ljuaty L 9a��,t, C TC 'UL 10.0 PSF DATE 27 72 97 O 1 ON a BC Ll ASF CA -ENG PBC F .AUC" / j`LU w1 11014 e t iiit It 1 Ile vi :iruiruuiui`i uiipw: ALPIMM 611411uo "` 1 BC 'DL 5 0 PSF CA-ENU BCI M . 1ldotti IV_ IYUL Dot of DIp01{IDtI FOY :IIr 1111141101 PDIN tYu.olitui All IAIIIRI 1Y : D PSf Eq 23 OD p��TT�� [� rrlu aDI TIT3fti a corotmecS'nu Poll w Pwa41911;:Ylwua. 11111110 1Dp1u a TOT, L0. ;55. AUME 11`111. itATtd a' llotsll: tris o11i" ulfw1 vttY IitIRL,U'tlalilas ii us (iAiloul Kite # u MC WLIW(ia1 ui K4;1l ofoIOU A1111 Ii l Vol, l 1. uin Yuinitas 161'1 , 111LY i411IC1oLS 11 * �C1711• OUR.FAC. 1.00 FROM .. SAID Uri IF 11Vi1; NO YYliii.OtD1UItS Lo"Tco 0111$ DIS114 POSITION COwtlwii:F" OFCAL��� SPACING - 24,0 .�7 TRUSS pL1 Y {I I 0 A111U{ OYIr TO 11„Yt Ot{ILI .. L IYAYuu uD. s10 An uo 14 F, a ticuitDv'at►L a Illi u1r1YD ' i i S111fI WALK 1N SMITH FLOORS PHIAL FFIA _ TRIS DkG PIEPAREO FR01 COMPUTER INPUT,(LOAD5 A DIMENSIONS, SUMMED DY TRUSS MFR TOP CIIORC 4x2 FL 11 REFER TO DRAWING AISO FOR TYPICAL PLATE LOCATIONS. DOT CHORD 4x2 FL 1600t. •NEBS 4x2 pL tandard CONNECTOR PLATES HOST DE INSTALLED 111ACCORDANCE WITH THE REgUIRENENT_5 OF I C:D.O. RESEARCH:REPORT #2949., 191 TADIF NOTE: TIIIS A.US5 MUST AE INSTALLED' AS SHOWN. IT CANNOT 0E USM 7.3N CTOR PLATES DESIGNED FOR PREEN LUHOER PER NUS UPS16E DOWN, TOP OF TRUSS MUST BE 'HARKED BY TRUSS FABRICATOR. ADDITIONAL LOADING (PER TRUSS WANUFACTl1P.ER) NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION 0,10 ... EXPECTED VERTICAL LIVE LOAD 'DEFLECTION - 0.49 TC Froii 15 PL at 0.10 to •+'IS PLF at 10.40 RECOMMENDED_ CAHOEK TOP AND BOTTDN:CHORDS 1/4" AT„MIDSPAR, + ,2X6 f3 I(EN•FIR'OR BETTER CONTINUOUS 5TRONGBACK.'ATTACII ,: 0 EACH TRUSS WITH 3-IOd':HA1LS. STRONGOACK MATERIAL TO IN LIE0'OFrRIG10 SHEATI11HOo BE SUPPL,IEO tY ERECTION CONTRACTOR, TOP CHORD TO DE DRACED DY PROPERLY ATTACHED PURLINS SPACED 4 MOO' D,c, IN :ADDITION; A RIGID CEILING OR M-43 111F, NOTE'S A 2x0 fL i1 LEOGER NAY DE ATTACHED TO; ONE FACE OF V1S OR BETTER CONTINUOUS LATERAL BRACING SPACED :.@ 12,00” o.c. TRUSS 1.St DOWN FROM AND PARALLEL To THE,'TOP CHORD, ATT41111 RUST 0E PROPERLY ATTACHED. 70, THE BOTTON CHORD, WITH (2)-16d HAILS 1N EACH WED HEHBER. rr �- 7-9+x8"--� •3.0 `� 30•' TYP• WHO- � N3x4-v W3X1D- ,! W T W2.5X4d W].5TR) Sam ? 1:51(4 R) 'IT S 1.2•Br - +a.0.0 N3X$mm .5%4- W3X10 N3X8o W ibw W GDP -por r' 18.6�i2 DVer2 Silpports: _I RM1446'9-2:75 R-]146 U-05"Alk Hotel. All Pla.tev Are N7 5X4 Except As Shown. n U igS Ddist on NOC WUIIp_• II►tilt rlrllp11111I/l:: CMU 11 IIIICAi1Q 111¢,1,¢, f1 r/110. IlitllUl¢. u0 i J MAclu I"11110341 1""1. lluuuri A 611Aetlq ►rllnlED a ni Eats% Piste TC LL 40 0 P SF 'REF 11427 • - 21714 n Iaufttt, 600 o uorlo a . A1nI to Muuu 11 SM11T fat sunt ucrlul niu to. vpOl[tt10 *' C7 C j u11►►Iui fust 111cruu, glIM81inMllr MIMES, for aa► swat IAII riw4l.v 1(µu1► ►9 �* t,�! TC DL 10 0 PSF GATE 08/19/97 r ' 6alatnu rasa, ulua trlao fust ur1 ► n/►uar ul►cn► uclo thus, 1j' -IOMIANT- lana A to" or ntt luta a t1t usruapuu cunActw; ►arid noi►tnu '` 1 � BC nL 5.0 PSF U11ii cAOik4z7 97231014 rl�11N Enwcfla Ila, ulu I11I a Ut"' # # fa Adoaunrn¢I fMt1 Doul! u1ri10,BC L L 0:0 PSF !CA•ENG PBC FM C1 1114 ala I1 gf11 11 <arolufa,tlp t►It u r►IIIG11Ai; 141¢Ift1 ►114`..ry 16HAlUlIt aMISS of It111n. .'Isis 0111/1 W1aMt dT1"AlilCufl 1101111MI M t►uutt►Ua (11tu11o'tr fit WIWI /00461 10 %uta Auaprlal uo s At►uc**'LD. &5.0EAN 29A1 161JIUMI Alt 11¢1 or loll AI4M 1111 tall 0,10, stilt, IIttil As 1011►:A411Y G¢trlLtW1 tltit■aua III$$, Aw MISs oluAnuIocAlo 01 stu outu6 utftic" (4111100( ►tA t ' • 4ti DUR+FAC. 1:00 FROM MC'C ] eurloss sae. ur ►to ►r► A -r, a i1alau•s mt of III ""In urui4 oily f1 i►t olsia /jF pR ' f IIf is is 1 aro Cut AYi Iwl -1 t t t 1 a t 1A oiMtt 1Arj 0 lt'I :. SPACING -24.0n .. _ sow 11 SHIIII *WALK 111SMITH FLooRS FINAL rM, T1115 -UNO F AAREO'FROl1 COMPUTER IUPUT (LOADS i bimulsioils'y SGBHI'FTEO BY TRUSS HFR rUOT CWEDS14x2 D 41i2 DF -L Standard NOM THIS TRUSS: MUST BE' INSTALLED AS SHOWN. IT CANNOT TOP CHORD.4x2 OF -L #1 REFER TO ORAWI11G AI50 FOR TYPICAL PLATE LOCATIONS, 1 BE USED 1 UPSIDE, DOWN: TOP OF TRUSS MUST 'DE NARKED BY'TRUSS, FABRICATOR, :CONNECTOR, PLATES'DESIGNED FOR GREEN LUMBER PER WDS-91 TABLE 1101tt EXPECTED VERTICAL'OEAD LOAD DEFLECTION - 0.16 Ty3.3,. EXPECTED VERTICAL :'LIVE LOAD DEFLECTION - 0143 CONNECTOR PLATES RUST BE'INSTALLEO IN ACCOROME WITH THE lit LIEU, OF RIGID SHEATHING, �EGU2XGEH3NTS IIEHpFll10RBBETTERSCONTiNU0U5 STRONGBACK..ATTACH 0RM OB"R CONTiNIN10USDEAIERAIAB29494 Top C11ORD TO BE BRACED. BY ERLY ATTACHED PURLINS SPACED' C. R � RIGID CEILING OR 2x4 /3 ILF. " RACING SPACED (3 MOO o c. + R BE, PROPERLY ATTACIIED TO THE BOTTOM CHORD, UE SUPpLIEOSDYWERECTIONdCONTRACTORa0NG0ACK NATERIAL TO MU5T 10 30' Typ; N1�5X_A(R)l r ii3ilBlrr 03X4@ W2.WAAm W3XB= 594 (R) m 1 1* ' --18=6412 Over, 2 supports R-1006 11416" R_=1008 w�2,75' A ch*� Unknown N1:5X4 p es Crto Y 5 S 8 3. 2. C F :; C 4 `f :7 C] C7 C1 aKturO arle�r`i ifi 1111 Is uii iiikifio a i�ra "".3 /5" t Are Exce E 1s Sho n. •PLT 45 n 0t0. 1 Pl g BS 111utn[, I91 A'r10r10 at trgl Tai W1 14 rt, u$11111.'MAIN, FOR1. 311111T NlilStlii 01 to �9IE(;lf TC LL 40.0 PSF REF-- R427-^21712 0 ttnrfdu 11tstasunus. runs ousemol 111141110. too Auo sots ort rsoffur ills un 4yp4,M TC DL 10.0 P5F DATE 08/19197 '. S11101rll rA1r11! Ulla come lull Pot 11 nuutr Al1An11 slAailtllr0. hV t , �" O C) •1rvolrArr•• Hula ! tarw.nu stein ro ul usattulu nnutra, Auto limiuluo 'A B.0 DL 5,0 P5F DRW;cAUSAW 912300. T�1�TTt�tyy IMIKif, IIt.:1wt of K Alvafla[ r01: by u Dila Alor Trlf ettlerr Ars; OAltat In -`, PT LPIl�ldi Cm n IM1131 925 11111 MV1 i 4iu i 1?$" 1 'AAI rratiiaiii ioi lIuiouile°lrr i � r" UC LL 0.0 PSF CA -ENG PBC ',ZFN sruglt►nol Aaliuuir ar Arutw 0 ytl Aa ►u11 Asuc1►r1r11'uo 111. unu * * TOT, LD. ; 55:0 PSF SEAN - 41111 RJ�SYY "141mas An &01 Of trrA Asir Am ass - , ° sun. tutu As 11111, AW 101/111141 11 tAcr r►cl,w talc, Aa utAlt'rtuulu lta.,- u tilt rlflu, rNnlor cwuras as 'Cl Il BUR. FAC: 1,00 FROM NC amus sur, u1 Aso w Ar,l 11 4011404 sit a tills MArw.ANuti all to'1rt anu 10? SPAC Y NG 24 0" 1=1 Ci 'la O or, A 1 ! c r ► ►Ao'w l uu 1 nor; r ur ml11 n t. �'� 3 rw 1 2, SX4 im,1 1 1* ' --18=6412 Over, 2 supports R-1006 11416" R_=1008 w�2,75' A ch*� Unknown N1:5X4 p es Crto Y 5 S 8 3. 2. C F :; C 4 `f :7 C] C7 C1 aKturO arle�r`i ifi 1111 Is uii iiikifio a i�ra "".3 /5" t Are Exce E 1s Sho n. •PLT 45 n 0t0. 1 Pl g BS 111utn[, I91 A'r10r10 at trgl Tai W1 14 rt, u$11111.'MAIN, FOR1. 311111T NlilStlii 01 to �9IE(;lf TC LL 40.0 PSF REF-- R427-^21712 0 ttnrfdu 11tstasunus. runs ousemol 111141110. too Auo sots ort rsoffur ills un 4yp4,M TC DL 10.0 P5F DATE 08/19197 '. S11101rll rA1r11! Ulla come lull Pot 11 nuutr Al1An11 slAailtllr0. hV t , �" O C) •1rvolrArr•• Hula ! tarw.nu stein ro ul usattulu nnutra, Auto limiuluo 'A B.0 DL 5,0 P5F DRW;cAUSAW 912300. T�1�TTt�tyy IMIKif, IIt.:1wt of K Alvafla[ r01: by u Dila Alor Trlf ettlerr Ars; OAltat In -`, PT LPIl�ldi Cm n IM1131 925 11111 MV1 i 4iu i 1?$" 1 'AAI rratiiaiii ioi lIuiouile°lrr i � r" UC LL 0.0 PSF CA -ENG PBC ',ZFN sruglt►nol Aaliuuir ar Arutw 0 ytl Aa ►u11 Asuc1►r1r11'uo 111. unu * * TOT, LD. ; 55:0 PSF SEAN - 41111 RJ�SYY "141mas An &01 Of trrA Asir Am ass - , ° sun. tutu As 11111, AW 101/111141 11 tAcr r►cl,w talc, Aa utAlt'rtuulu lta.,- u tilt rlflu, rNnlor cwuras as 'Cl Il BUR. FAC: 1,00 FROM NC amus sur, u1 Aso w Ar,l 11 4011404 sit a tills MArw.ANuti all to'1rt anu 10? SPAC Y NG 24 0" 1=1 Ci 'la O or, A 1 ! c r ► ►Ao'w l uu 1 nor; r ur ml11 n t. �'� 3 SHITH-WALK IN SMITH FLOORSFINAL FF26 TOM D118 PREPARED FROM COHP1ITER 'INPUT (LOADS t DIMEN510119) SUBMITTED BY TRUSS NER TOP CHORD Axl FL §1 CONNECTOR PLATES DESIGNED FOR GREEN LUMBER,PER !lOS=91 TABLE 0,T CHORD 4x2 FL 016Det. :02 4x2 FL $1: 7.3,3. `T 'r. FL stal►dard NEB$ 4x REFER TO ORA4ING A150 FOR: TYPICAL, PLATE LOCATIQNS, TRUSSES TO 09 SPACED AT 16,0. O,. G, MAXIMUM,, CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH TIIE; REQUIREMENTS OF I.C,D.O. RESEARCH REPORT 1}2919. NOTE: THIS TRUSS MUST DE INSTALLED AS SHOWN, Ii CANNOT BE USED UPSIDE, -DOWN'., TOP OF TRUSS, MUST DE MARKED BY TRUSS FABRICATOR. RECOMMENDED CAMBER TOP AND BOTTOM CHORDS 3/B' AT MIOSPAN, NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION 0,92i•, 'lN LIEU OF RIGID SIIEATIiING:': EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.5B' TOP CHORD TO BE BRACED BY PROPERLY'ATTACIIED PURLINS SPACED 0" 0'24,0O.C. IN ADDITION, A RIGID CEILING OR 20. J3 H -,F. } ,2X6 ¢¢3 IIEN-FIR OR BETTER' CONTINUOUS STRONr.BA'CK. ATTACH' OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00 oic, A CfIORD. BE SUPPLIED BY ERECTIOI! CONTRACTOR,. MATERIAL TO MUST BE PROPERLY ATTACHED TO THE'BOTTOM TO EACH TRUSS Ht7H 3+1Qd'NAILS. STRONGDACK N 30 Typ o 8.0=0--+10• _ 13,70•0, N-N2:;5XdNO, W301a N3X4o W2.5X4 H2,5X4m H3X8r*W1,SX4 (R) s I 4(R) MrN52512 B2 1 T 4 0 "A8111 Vl3X8a9' N3X" H3XBe+ ! H3X6o , 22.6-0 Over 2 Supports R-8]7 W-2.75' R-817 If :2.75" ' Note: All Plates Are N1;.5X4 Except As Shown. JP BT TYP. High S U TP 5 D s n C ite a: UBC 18. b8 C • Sc a ., 5" Ft • C=1 O •11uu�rr,. aluu lullet u1110 till 15 Nisle►1IOI, 101 In, slunw, uuu a ,II 1 13Kt"., lull T1 III -It (4YO1t1/."ltfnutla All 13lctdq, ►9111ft1111'111 (nlll 1111E TC LL '40,-O PSF .:REF R427--21733 01 Imnat: 134 /11lrlo u., wql ►eoi lu5na, rt u1u1: ►a SL1(If htcllu5 plot n QaQlLdflp •t 0: IlUatlnl;T1[Kfmilms."us$liwlln5lla1Cl11t.10lcWtgA PAH,Iwrd41ATHU16 �1N,P'w( TC 0L 10.0 PSF DATE 08/19/97 0 5tltcllul tutu. Nnw f10w s11u Wt ► ►Itiu1T anwwa I Int hula, g` + InrMfuY• /wnw � tort a 13u 1[au 10 t+a 1311u1u►a cmtucrw: Illn� IutnllEo 6C OL 5.0 PSF DRW CAUSR42I 972970]0 ' R�T�R n11Ru.-119.AMU131111Is►0111I1E101 40 NItUltotf>tllHE$11s1131 W Ow"Sia6C LL 0;0 PSI:ftA-ENG-'.PBC FM..�"no lit 111139E !1;WQIWq'It11I►lt augllt/t119. U14111I. s"tNIIO, u1Tu111o1 oIawU10MillMI, 1111091134. U11wIs IIT".I►n ltlllt 114111100501 UI Ua11QM1t illltl -- sraututw11o1u1111 a to Irluur 113151 Iw r►n1 ul4t1t11131 1r.tn: ural * TOT. LD, 55.0 PSFEON 30601w11ii►K,riwlill/wi/ii1•i etkaust 11Ilia OC11644 Nowlin , Cl {� �? DUR.FA",. 1:OU ROM NC- ci131E w1 It Mt O .till LEM Illi Ulf 145.-1nn. Ilc1/tt 15 writ, Ullt tallwass 54 61 Hsu / cu4 1 1 ale u 1 no t r 111 1, Uf 11iG�� SPACING T6.0" S� 2 � S'T ITH-11ALK IN SMITH FLOORS FINAL::. FF29 1415 0110 PREPARED -1110H, COMPUTER INPUT '(LOADS 11 01HERMIS) SUBMITTED DY ThUSS MFA CHORD 4X2 FL #1 REFER TO DRAWING A150 FOR TYPICAL P ATE LOCATIONS, CHORD 4x2 FL Ir16Bet. WEBS 4x2 FL Standard CONNECTOR PLATES MUST DE INSTALLED IN ACCORDANCE WITH Tilt REQUIREMENTS OF I C.0,0. RESEARCH REPORT #2949. CONNECTOR PLATES 0 FOR GREEN LUNDER;PERJIDS-91 TABLE NOTE: THIS TRUSS MUST BE INSTALLED AS V! <+ IT CANNOT BE USED ESIONED UPSIDE DOWN. 70P OF TRUSS RUST BE MARKED U$ RUSS FABRICATOR+; NOTE;; EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.16 •, RECOHMENDED •:AMBER TOP AND 'BOTTOM CHORDS 1/4• ATJ410SPAN`. EXPECTED VERTICAL LIVE LOAD DEFLECTION 0.49 IN LIEU OF RIGID SHEATHING; + 2X6 03 NEWFIR ON BETTER CONTINUOUS STRONGBACR; ATTACH TOP CHORD U BE BRACED DY,PR.OPERLY-ATTACHED PURLINS SPACEDI BE EACH: RU BY :ERECTION CNAILS. ST . K MATERIAL TO 0:24.001.6-c. , IN AODITION,,A RIGID CEILING OR 294 03 II,F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" o,di i0 EACH: TRUSS HlTll 3•l0A NAILS. STRONGBAC MUST BE PROPERLY ATTACHED TO THE UOTTOH CIIORO: --�---=--=—e-OtD i--10•--+-- 10'.0.11 � { or W115X4a W3%104 N1; 5X4111' W394W W1,5X4W }h'SX4it W3XIDum (R) N2X4M' W1,fiIL4:" St2.5k4� 1•O.O SI3XB Op+ W1:5X4"p W2.6X4to N30,610 W3X8A W3ki 19.641 over 2; Supports goo -1040,I1•-2. 5 R 1U g7 N z::75• _ U ''PI -96 desian Cr Lei UBC B.1 8 I .. e 3 5 J 'CI d Iiaacilwa anj"iuii ttlu inua'Iun nili194W111ucim t`uiauiii`rari, Itl�laitt'i TO LL 40.0 PSF REP R427-•21736 m I It1two 101 I owls a., altufmi :oisl i 11 %►1101, F44 I1n IIIC►ICIS 14101 to ,�pIE>jJ117 ►tumm4 I11u rioc 11111, 1n11rlrltnlu nolull to ca"'"L Wt: uoaul Ul4au �. �! PQ DL 10.0 0$1F—'DATE OB 19 97 1 11a r►c1►Iati. !101101 ua/ sutt oars s ►slratI ATIAMI 11190 cmlm, ilwalms. Inot= :A can or, 111% aitu I+;IR a/1au11a oatucl11 Allot $0119"00' � - BC DI, 5..0 PSF DRW CAUSW1 97201032 ntacrl; ale, aa. w1 0111oo. txrla, i1t ;06011/1 soon foil 0111010 a4 1114wc l/ , DC LI 0.0 PS," ,'CA•ENO 'PBC FM • © "117 111 11Hai 19 0111o11111t1 1111 %111 N 1111141194, "Lima, Iggl0k 11WILA1111 01 • L+++'+•� aBtr p IM4[i. foil 01114a Ca ll silo oftKall ►Iovisms 1I Ia1 110: as/1 1111a ry*p nleulurta nntlla n Ir ANDIC/1 Fars! Ir run MIN14Itw1 as I►►. I10lit. * * TOT.CD. 55.0 PSF SEON -3092 lAUSS soatclas JAI suc r iai asrl au uII utc, slat. snlrr, N 11110, uetY Nnttla is ua raCtt 10%11, er 011110 otwulle "tuts oil t►u I/11e., !colla Cola cclals rtt rAn" 'cj 11 DUR . EAC r l i 00 FROM MC 111slacs lu, I�acua 100 aA#'. �u t WIVI au',a �1Ii ii eUli vi�IIMY I0 fit oalu, ' 1S0 SPAC'I NG 16.0 0,1 NOVER INPUT - DVG TYh11CALIPLATE LOCATIONS, 6Y TRUSS MFR SHITIi-DAIY 1N SMITH FLOORS FINAL - rF2DL (LOADS:1 oINENsloasl sUnNllTCo TOP CHORD 02 FL �l1 07 CHORO 4X2 fL III SES f0 BE SPACED AT 12.0 O:C. MAXIMUM: a WED S 4x2 fL tandard CONN REPORT ACCORDANCE, CONNECTOR PLATES FIUST` BE INSTALLED IN ACCU1i0ANCE HITH THE,;. �'OHNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91' TABLE REQUIREMENTS AF I.C,O,IF. RESEARCH,@ 4 7.3.3; NOTE- THIS TRUSS MUST DE INSTALLED AS SUOWN, IT CANNOT DE USED RECOMMENDED CAMBER TCP AND 401* CROW 1 4 A7 NIDSPAN; UPSIDE DOWN; 'TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR; 1" AD01T16NAL LOADING (PER TRUSS MANUFACTURER) yOTE6 EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.1'7 IC.a -wBE.DEILERLYEXPECTED EATTACIIEbRTICAL IT0 1IEDBOTTOMMCHORD. DEFLECTION 0.47 TC - frts►t 15 PLF al 13,40 to 15 PLF at 22.40 A RIGID CEILING OR CONTINUOUS LATERAL bRACINcl AT 72rp0' O.f. 2!6 pA3 NEN-FFR OR BETTER CONTINUOUS STRONGBA0. ATTACH MUST OE,SUPPLIEO BY ERECTION CONTRACTOR, NpDACK MATERIAL TO, TOE CN TRUSS WITH 31LOd HAILS. 5TR0 �.��j�--''-r•18`►�•----------+-^-70-6- _t r"� �� 0-6.0 1 3O" TYp• IJ2,bX4a N41�5e.N3)fAt* N2r5XAm 113X6 NA $44 (R) W1.4 3X80+ _ 1- e 1*2.0 k . 8,0,0 16, H3X6w yf3X8w 4.4S2512s W9X6o ►13X8at 4l31t H Wt. Woof r+7 UpportA {t-726 N-2'.75' " R 639 14-2.76F226%0 Over 2 S Ntitie: A11. plates :err ities.:5 o s rc 3pt As SheNn , s G to a' U 6 1 - S e x.25" PL1tea nowt.<u1lalAenwttl suastl tivnr-,Arte ua►u - - TC LL. 40:0 PSF REF R427•-21734 _. a CM IJ � C3 rA61r am to 111•/i dArllso ItisAlllrr bre rltial: Nlt lfs[/ 1► t►1 (1AYfs rust - Irstlns[: In I OtM10Ie., slur sec. 11418411. 13 #611114 ►r suer nudes 0610, a Q�OT h j'C DL 10.0 PSF DATE OH _19/97 (� nwsgal;trrtt ►leclller. Itrrte m:nulu isolctm. sw crhe aW art I tote A61/1Ysf -,+ snKtlru'nstu, Intim cr0u $Keel Mel A lie? oil auuu nAu nnua �1� FIC DL 5.'d IF DRW CAUS11447 972aLads �'. 'IntelfAet" fltlled A tw N 161t Nur 1! to IN Ali drirAtltl. ►iflll tu1#two � !a � nr#rn. Arc. stat rt ec Itw"ooic ru ►►t 'rc itsttl $1 tns+9#161, uc #Allot to tQ OC LL 0 ,0 P51 CA -ENG .PBC FM Com' Ti►i�i © aue nc ""Us n wouulu nht tell of $I it =,I.. turnrc nsr►u►r1N a ;Y A1� ' "ACIDS INlnuu, t,ml nstu twos III$ IIu►tt na19" 1 us tut out utar TOT, L�202FR 3043 uutrlutlu ►apses+ n to Arglu/ rater sr0 0011L ►1.9 Set.) ttl,101,, AI#Ist, k cAa FAVI a nus, Ar Out #001,1111 10"410 a,tcts #nus; rostita cornccu., ru s, to CINI� OUR .'FC u►. ►riruuA's ItAt'at fur pourblttfI onr to to otttte . +0aSPACI C7 _. O tliucfam nnn 0 Role►„a uumua ea',ctrp,µ t,uJI o rsnyo; u►ts coutttos fit All 017 S (SM III -WALK Ift SMIT11 FLOORS FINAL F THIS, DUB PArPAM MOM COMPUTER INPUIT (LOAQS 6 DIMENSIDUS) SIMMITTED BY TRUSS APR F25) �TOP WORD 4x 2 FL P RUCk TO PRARING A,150 FOR TYPICAL PLATE LOCATIONS, YJ9 IT )RD W rL f i 1ALLED IN ACCORDANCE WITH THE ard CONIIECTOR.PLATES HUST BE INS WERS W VL Starld K-qUIAQ1EflTS OF I-C-D�Pf RESEARCH REPORT #99.40. NOTE: THIS 1 �ZOMNECT,QR 4ATEs DESIGNED FOR GREEN kVMBER PER ODS -191 TABLE. USS 14UST BE INSTALLED AS SHOW1, 11' CANNOT BE USED UPSIDE' DOIN DF T USS OUSI 111F HARKEP BY TRUSS FABRICATOR, TOP _R IN LIEU OF, RIGID ShEA711ING: TOP CHORD TO BE GRACED BY PROPERLY ATTACHED pugLiNs SPACED 8�24.00',o j ''IN ADD1710g,'A ' 11GID CEILING OR W '13 H.F.' Ok BETTER ib4TINUOUS UTERAL GRACING SPACED 0' 7�,Or �.X. E PROPERLY _ATTA;HED TO THE BOTTOM CHORD "PST a 4r 4-0-- 10, Typ. W11SX40 V3X4= 42X4. 9. W3X6veI W1, SM P I W?X411 -8 va-0 Wz, Wi. SO-! W3X6- 9-31 __104-0 OVer 2 suppor A I- PLT TYP, UnkndWn_PIt95 Mrlterlb: UBC 18ilha CAt-111-/E1-/-i Ugle -.37619M ul; Wrolas Me, --21732 .1 AH r SALCIM, mull to 011,01 JIMMIXG INS mup IT 1� LL 40'0' PSF REF R427 W3 63116). In W&IT fluTict I 1 10 10 7"1 1 D/97 ri 17-1, j"Venin Jesse nVatoms. $mIII% "DIA Met BAK MOOL, iflAy" TC CIL 215,0 FSF SIMPM Mae. "V1011 can IIAU 1411 &�Motmv AtlicW11 41410 c1mr- IIIII&S A Coll w tm Deem 10 tit 111YALATION 9COTMICK.'AL031K, 10diMigil B -C, PL 5!D PSF DRW CAUSR427 9701029 110WIL 1W SML 141 " 416191110if III A" r1091111 FOP 11MUSIM OAV 'FAILM 10, W jollb M nosM IN ammlit, ,,, III M FMICAIJIG, MAWLINIj $1011431, IMA4411014 OR OC LL 0.0 CA -ENG PBQFM lUrt� Vol$ Miles COILF0111 Me 0#1 ICASWIMOM611 CF 101 41ATIOUL 01!1" "410 0 11 ASSOCIA11111 M* fit, Alplair TOTiLD, 70.0 PSF SEON 3022 .11.114 Intiall 31111L M41CU $11itt AN 0094 Ar comcmis "I lult w M ASIX (10 "if 6"14 stilki EMPI As most$, . irmi cosswas 10 DUR.FAC,, 1.00 FROR M tiq JACt Of TOM All VIMS 61KIVill Loctic M lull stil"i fesmov cam I $1aloss jjjj III to iso &-1. 14 tit 11 IAL 01 11WOMANCIA AM116 (WI 10 !At 04116k I To( lKyll 11myto gilt imp IIWL-pol PC atits we# Is toy 01MIN wil, ITPACING 24.04 SMITH-HALK III SH1T11 FLOORS FINAL FF27 TII1S DWd PR,PARED FROH COHPOTFR IIIPU'f (LOADS d DINEHSItlRS) <ODHITTEO DY TRU55 HFR "TOP CIIORO 4x2 FL 01 REFER 10' DRAWING A150 FOR TYPICAL KAI LOCATIONS. BOT CHORD 02 FL' WD -K- :D2 91t2 FL $ip TRUSSES TO BE SPACED AT iG.O' 0.C, HAXIDIUM, NESS y'x2 FL 5tandatd I INIStIAIJ,ED IN ACCORDANCE WITH THE CONNECTOII TS OFS PIUST DE RESEARCH REPORT #2949, CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE REQUIREMENTS OF 1 c G 0 7.3.3, NOTE: TIIiS•TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED ADDITIONAL LOADING (PER TRUSS NANUFAGTURER) UPSIDE DOWR, TOP OF TRUSS MUST UE NARKED DY TRUSS FABRICATOR, ................. -•• ^•' NOT£: EXPECTEk VERTICAL DEAD LOAD DEFLECTION - MI. TC From 15'PLF at 12.90 to l5 PLF at 22.40 EXPECTED VERTICAL 'LIVE LOAD DEFLECTION -`0,58 " +2X63,11EM•F1R.OR BETTER CONTINUOUS STRONGUACR. ATTACH RECOHMEIIDEO CARDER TOP AND BOTTOM CHORDS 3/U" AT HIDSPAN. TO EACH TRUSS WITII 3.40d NAILS, STROHGBACk MATERIAL TO BE SUPPLIED OY ERECTION CONTRACTOR. IN L1EU.OF RIGID 51IEATHING, NOTE: A 2xg FL I LEDGER HAY BE.AT7ACIIEQ TO ONE FACE OF THIS TOP CHORD TO BE;[IIWED.BONPRAPR GID fTACIED POOLxIIS SP Ctn TRUSS' 1.5" DO N, FROH AND PARALLEL TO THE TOP CHORD, ATTACII ORMondRo.c, N10"AD LATERAL BRACING SPACED O 2,00 n;c, WITH (2)46d NAILS IN, EACH HED MENDER'. RUST DE, PROPER 1f ATTACHED TO THE BOTTOM CIIORD ' • �•---�--^10..6,0—�--=i-10'.i _ r� N3X6r W2.'SX4p N-N3)Edin W2.5kdA W3XB- N1. 4 (R) 1111_ W1,51 1.2X,4IR);� '1' 0.0 W�X10i+ WZ.bX,4- W2.501k WWOp W390 W3 _ep W -N52512 �' 22 6°0 Over 2 SUpports--- R-041 W-21,75'NotR-929 112.25" �1 ELT: All P1 eters Aero` Nl.'S a •+,o' As, sSh u n• to uletell. rm C to a UB B 5bG 5c x:25" t P es •wueue•• cal I taw wt tau wl a lus u Il•. ass r•. is n µT t Il n TC LL 40.0 PSF REF. 8427"21735' wo # Tn tail) still 0: ►Ir111194 W c rwulm. mus olr<IVPt luau null. r" a►qT uuNas nta Ia Q�01[13I0 ul 1 p� mbt )allirit, la O'uptl OR a01 111. Wind, 11� 1t N s1► two 1 At it fo011uy Alitllfl D PSF DATE 08/19J97 © YtIK114t ►A•Itl. 1•rtarcoP Pitt on A aPlwlr I flu's Afu• tlllli4 BC DL 5 • D PSF DRVI CAUSR427 91231071 "INM1U1't' ftulu Acwr a i11s Itclu to pl' IotAllAltacoulKr". Ai111 tI•Isnti y, 1•o11ti6 tic PAU iN.M ull"ll•IGRM,All i111ATIN no" IMallul ;ttI JAllal To, , BC Li, D.0 PSF CA -,ENG PDC FH Em Wits In Insus t1 collauwlcl 111/ till M fall GIUi� uw1/IU, IOIIiIIb (Ii1l/lAtltle u �. - /11J� mit ll0 "ps li, imli 11f168 lams till plllWlt Iloitltut of al tsAllutt litlol 1UT.LD+. 55,0 pSF .SEgN - 3057 r tetulwl►1 ►attslc• Isait tuettA•"►o•uT Aa ►nn sustain") u• t►t, aunt DUR.FAC'. 1.DD . TRUSS coutacos iAt µ•c so toad Ani Iss1 un IAIi. trfn,,pta►f 11" 10111, tsty cautclas to: •CIV L �' I - FROM MC JUN fltl Y-lst1, All Moil) /1sallu(WAIII •I I1ti Illus, nsttlo► cNWild. fQ + _ DtJaSPACING 16x'0' a am a lir . c s to rl ul•Illl 111. 11• Il0 IP A-►. 1 I/PYItA-I tUt i1 J•II •it•IeG AIIIIII t11T.ltl Iwo 1ti u , TO$ DUG PRGPARED FRaN CONPuTCR IIIPUI. flY 1ROSs MFR (LOeoS L plNt(SIRHSI SUtsN1T.T[p S141TN<NALK `I); SMITH FLOORS TINA 24 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS, TDP CHORD 4"Z FL l MAXINUM,. 80T CHORD Axl 'FLI TRUSSES TO BE SPACED AT 4EBS 4712 {L SLArdard 29 CONNECTOR PLA)ES MUST BE INSTALLED IN ACCORDANCE HITII TIIE eNEGIGNED FOR' GREEH LUMBER PER NDS•91 TA COTOR PLATES RESBLE - REQUi(tEMENTS OF I,C.DO RESEARCII REPORT 42949,NNEC NOTE) TN15 TRUSS MUST OE INSTALLED ASrSIiONI). 17 CANNOT BE USED RECONMENBED GANDER TOP AND DOTTON CHORDS ljq' AT MlOSpAN, UPSIDE DOWN, TOP OF TRUSS MUST BE NARKED BY TRUSS FABRICATOR; 200 IIEWFIR OR BETTER CONTINJOUS STRONGBACK. ATTACII IN EU OFjRIGIDBRACEDN YDPRGpERLY ATe1i�ING 011RLINS SpACEO * BE CN TRU5S WITH ^lOd NAILS; STROIiGDACK'HATERIAL TO, 0 24.00' o.c.- IN ADDITION. A RIGID R 2x4 �G 11 F, SUPPLIED BY ERECTIOM CONTRACTOR. OR BETTER OONTINUATTA NEDR70 TAHAECBOTToNAC1NRD.72,00 MUST BE ER P 7 112X,4 M W9X8 N1.5X4 M u2X4 H] f 54 iR) N1.fiK4q lj2,5K4� N3%4�+ W3%Ba r WI,.5X4(R) tr, r; 1'1,0 EA -00 ev, lT l0 1i] „5X4 M N1, 6X411; 413%8 i13X8� pg �f gOXB� H3X8- 00.6 16-9-8 Over 2'S(1000rts R-784 ;IWx,`l5' I CEftev a UBC B B C t e - 375" U p Des TC LL 40.0 PSF REF R427• 21729 Q © O Yuulln`• 1 f{lt ltF {1 IW.CM n NtICI110Y. Y/1011N, tl (11M:. 1III.. t1All 41L tsttlla .YstW to tun p+nuls rst/lttwaro wulut. ryogwto'IT To nlusl n►n p1ESSfp usunu, us rauu w. solri n. IINISN..It 63110) TO [Y[1t Ilwtictt Phot 11 cd{� 1c DL 25.0 PSF DATE CE] 19 97 ED ["OWN just l"MMt. lilts 04Kncsl 11319 / lu Waw slxls u1[.rt/ruq +cruln BC DL 5.0 PSF DRW CAUSP427 91291026 ®C nncrou rWtua lasrw tow ssus uu x Muluc Nucurusre [tt[un f L7 •thaw"[•• t11nsY s Cort ams Nuw Ill 'fit InlusulN Wtfslccw, ufla tu)1[Wn ". BC LL pi0 PSF CA -ENG PBC F;1' —�t Itowln[:: 11G t11lt MI It Illl'Wt11Ll lW ANY Ot11x11b RM 1v1s outs: x13 t111N111 TOT. LD . 70.:0 PSF SEAN :3000 Q ALPINE T F7.1�iLt. L..+ w1U ilL' bliss{ tt tn/W[IYC[ Ol[t Irl:141 OWIWIIN. 1![11111. 1 of, t1. "11011% lis aT AL l�,NE As" t M 'Bolussis lqi Illlss swiWt[ Nll sfrllWlll IYv01lMN •F 10[ Wfl1t1{ ►1s1W 1tItIf WI1N rN111111 •1 Wl AN (A1 ftMll) it/ /x114 1tIK10ttosq x11 111, unu 1i * DUR SAC; .1 AD FROM 14C OS COlufct0lt M[ IUM OF AU xltK u01 Wtl d11i pin. [lttrC As woo. urir e0Ntt1nF t1 SS [ICY Fla N nolt.1A IA M olnuul lou0n w nn nutM ro:lnN coWCctlu n1; li� •CIVI�SO��? SPACING 16.0" 4J nWINY`uo. !{I xN Ill /•f, xt'.s101Ywt AIL /t Ills awlso NIII[t: alit iv lit Yttl01• 'll �• .. �.' to aetn +9' otA1e • C YPt All tYlll Y0f 11 IILI- , _ �'At SHITN WALK IN SMITH FLOURS FINAL FF20) MIS DK PhEpAnEO f.Rom coHP1JTER INPUT '(LOADS A DIHE(IS(GH5) SUBMITTED BY TRUSS HFR, 90T Cf1IORD 0RD iAX2 FL.: 168et, y REFER TO DRAWING 'A150 FORT TYPICAL PLATE LOCATIONS. WEBS 4x2 FLtapdard TRUSSES T4 BE SPACED AT lb,O` p.0 11AYlI1UH: CONNECTDR'PLATES FUST BE INSTALLED IN ACCURDANCC' HITII THE OF REPORT #2949. 7 36%3. OR PLATES DESIGNED FOR GRE - 0 NOTE: jII1S TRUSS MUST DE INSTALLED NO Et,EXPECTED VERTICAL DEAD LOAD DEFLECTION NDy291 TABLE UPSIDEUQUIRDOWN, N5 TOP TRBE INSTALLED AS SIIUUN. 1T CANNOT BE USED , COT. + W M MARKED BY TRUSS FABRICATQR.. EXPECTED VERTICAL L1YE LOAD DEFLECTION - O13 , RECOHNENO{D CAMBER IN LIEU OF RIGID SHEATHIHGI N. TOP CHORD O DE BRACED BY PROPERLY` ATTACHED PURLINS SPACED TOP AND DOT RDS 1 2 AT HIDSPA 8 2/ JO' o.c. IN ADOITION A RIGID CEILING OR 2>t43 H.F. TOM CHORDS T DE PROPS WATTAC119D TO THE 'BOTTOM CHORD, OO o,q; . OR BETTER CONTINUOUS LATERAL' BRACING SPACED ® 72. OR ' r (—� 8.0:•0 18'-'-�---------�] D• 1-8 .-*;-{ 130M TYp•. W2X4It W W1.5X4 M W1.6X4 1I W2XA M WI, SX4 (R),l W3XR�• W3X4o W2.5X41u W3X804 W1.6 (R) 1•! 1.6%4 W3XIDIN W1.6X4 H` N2.5X4P W3X10 0-0 MANW3XOQ H � .. 8 OvOr 2 Supports p 916 19.7" R "`' i aALlr+ rtfill to`rNH I Is"tioso III A4 Is a" #1 11911 SAFI It, lIII lr(ilusiriuii TC LL 40,0 PSF REF R427--21130 :1 L" l ` d 1iil`01140 4 19111 i" nUCH,rUS111IIi11t 10141118i TOP M1,1114L 411 llNlli► jltjAtoil vi�� �t TC DL 25.0 'PSF DATE 08/19/97 C3 0 '"Itt'IG1AmI.- r11it" AA SOS or 1 II of 11+/10 tot loss tll►llrrlturl lklrl: wtrclNuLom BC DL 5.0 PSF DRW CAusnoi 97231027 ., �PIIN5` ftiomms. pt. 09%114 601 lo los10r11111111 Arf IFIA1111: 110+ lots Nlldt lot FAIL1YI I - ATION lucid arlllss .rttk� 11 M Mg a11formal11111 Ito; 90 atf1117uA Asuclnul) AOF 191, IAUUALOIS14A YOT�LO. 70.0 PSF SEQN3D03suit@ IaIutsaL. rus lulai <alllr+ un urttttrttrrorlslott a rat luauu uaa1J.Ocm og A2I Nlrt-.$ It"At1N 1+N 1111"WLY: L119t, tiafrl AS Ioltr.:- Ulll Lo11tL1Mi 1+ IAN of 11111 All 011160 16, 01ACINISt Utltlo Lr nn.tulel. usalaLcloltn+ll ►ul r ' IG OUR.: FAC . 1.00 FR%f NTC r— 1 owiraL Iso. to Ar. 1/l ur. '7 lot191tA,I I(At. /o 114 MAl1r1 A111111 atf f0 1+t Ats101 , l/ 0 tla _ 0" A 11 / It Ill 11 +r++. / LAW 61914 4Y SPAC IN(; SMITH•WALK IN SM1111 FLOORS FINAL FF231 TUIS DWG TOEPAREO-FROH 0HPUTER 111PUT (LOADS iV DIMENSIONS) SUOMMEO PY'THUSS MFR VL #11 REfO to A150 TYPICAL y O CORD OOT CHORD Axl FL Standa iJ I v WEBS 4X2 FL CONNECTORO110TPLATES T pERIHSTALlEpP1NTACCOROANCNS. r E WITH THE 1EOUIREMEN75 OF IIC.p.O RESEARCH REPDRI#2949,." CONNECTOR AMES K$IGNEp FOR GREEN LIIttER PER NDr,91 TABLE NOTE: 7111S TRUSS MUST BE INSTALLED AS SHOWN, IT CANNOT UE USED 713.3. UPSIDE DONN, TOP OF TRUSS MUST BE MARkED BY TRUSS FABRICATOR. IN LIEU DF RIGID-,SHEATI1INGa TOP CHORD 'TO' BE BRACED BY PROPERLY A17ACIIED PURLINS SPACED O'24,001 o.c, IN ADDITION. A RIGID CEILING OR 2x4 3 H,F. B o.c. MUST BE PROPERLY ATTgCIIED TO HE DOfTOH CHORD. 1, OR BETTER CONTINUOUS LATERAL BRACINrI SPACED A 72.00 -> NR4'0 W2K4 i1:T( (R).N2,54N �V+(R) 11n -o 1 1.1jG WON, 6. x4im ., Mf �;` �a 1�0 OYa,r 2 Supports NY R"32111.2",75• R«321112.73' M O M 0un 1� , pwpi �•It1{11f0 111 11 �IW011M IASlAU$" All "NIIGI, /1111i1fDr1Y 111 �M(Ip U C 1 G. I bFi C 1 • 11 l � I ELr 3 5" * l ultsc Iuuuo -.Iu tAlu is to uy1 rlaluf A rAli Awo Y 0 TO Ll 90.0 PSF REF R427• -21728: unnvu fu 1 warlo to.. uv, misol vl 431191, lot futty rlAchus rani de 01ESq ■ deal sfuuA twt ustc 1"JuM A Ilonuy ,:Ip c title anal, i C OL 25.0 08/19/97 {0�1 Cl f C1 rur■,u. tA{a iutnuf M ISAIL 1 1 PSF DA7E� �IYgiN1'� to"Its A tot M TII11111CI1 to 14 IU11lUt1a f01t14c1aN sunt {Iot.cuu. , � 8C" DL 5, 0 PSF ORWtAN9a421 9123tors �-^- f�1 hwveTs. dee. s+ut( wntac►r,1 11611, 010 01111,1104 100-9 tAl><rulell ►Ir TOWN It _ OC: LL— , 0.0 PSF CA-:ENG POC FN 1 Jj,T pT'(�'1' �1�.� flu" to Tlrslts 11 talolWlee nu Ivq CA fputAnbl IufUu, 1xu/Iu. 1111�1unol CA AUMI gas - Aug' OIL cf.uvutt. Iuf "vide cooalrvnl unit"" lln1SIDU f ns acuOUL ocdcl TO7, L0. 70. D PSF SEgH, = 2997 ' act f..Itortwuaft tr n1-sultUM tate Au WIA A1091114641 deo nq ur1Ac k tuV deo : AAc 9101 r 11" Altw Ades loll out, auto tent As toll$.. Alny cowtaat to OUR. FAC . 1:00 FROM MC TRUSS 1X1 rut* `tilt. All nAf1' /II[ala 10t/it$ 11 lAit 7I11de, toss fI40 deu1ct"1 01A� VL Q �� ©, MVIM 110"44 All fit A.f.Al 1111tin•1 111{ of II11 11A11o1 UR 111 my to tot littll. 4Q 1. -del t o list A .0 t eafa rru' AA a I n. �l"O ti .SPACING MV' I• 3'wy g t rOOT IN-WALK_IN SNIT11 FLOORS FINAL FF22 T1115 U110 PfREPARED FROM GONPUTER INPUT MAUS A DIMENSIONS) SUONITTEO BT' TRUSS MFR CHORD 442 FL 0tandard CONNEC7oR PLATES MUST BOR TYPIr, CHORD 4x2 FL 1 E IIISTALLED;.IN ACCORDANCE N AL PLATE LOCATIONS, WEBS 4 .2 FL _ 1TI1 "THE REFER TO DRAHING A1'S0 F a REQU1REKHTS OF 1,C.D,D'. RESEARCH REPORT Q2949, X7,3.3." S-91 TABLE IV:TE1 THIS TRUSS MUST BE INSTALLED: AS SOOK 11 CANNOT BE USED CONNECTOR PLATES DESIGNED FOR IIREEN IUNBER'Eri ND UPSIDE DOWN, TOP OF TRUSS MUST DEMARKED BY TRUSS FADRICATOR, 0 IN L,TEU 11TR1GED.SHEAT,BY TACNED PURLINS 3 NCE° 24 001"O.c.©EINUADUITIONsIAPR101 CEILING NUSTETTtR CONTINUO SALA 0 L BRACBNCtOR GHORp,72'R0� 00c: 9011 - Nl.�X4(R);,X4/ NL,SkA� N2XdNH1V(R)o 1.D L"�pp� 113X6•: }.[� �4 Or11r Y SODQortsl►l � R-311 W-2.75' R-311 N -x.75' OLTT 'PI -95 DaTd4n crit6eii., UDC 1D 8 C Sca <- D 0 t. C7 =1 M D iiutCi`.� ivii ti iiin�`�iiniu iosdisu 1t0listless NAWLING. ►TC LL 40.0 PSF REF R427--2177.7 tuPml, .111.10 I' w., Allyl sr, naszu, n 631181, la Will 14101C43 +1101 10 its (O GI 11lvoerts 110111,191cua111. 11tllss fT,11111st t,otrfno, set um full u1r Iwoiy Apa11to Q��,+ w, �' ! TC ql 25.0 PSF 'DATE 08/19J97: 1111cy" Irlb, 11111111 ur1 full Bull f 41Null ismote f1110 tlfillb � C7 ) alrolrul•• FROM f co" 1T Toil uflo a 163 UITAtmem aingtn ANu Iuiesao "` �h� s DC 0 PSE DRM cAO3R�27 91 d71U¢� 11UlIN l► 1111If1A I>r1I D[fllf cornu Uja u+sIWlt 110131"1 It UI IU110141111111 CA-�Nn P8C Fi( nrlClr, r11c. sutL "101 41100181st rr to K/Lr111. 100111 TrIf 0111s11 1111 11A1Lul 10 Q 0 nil► lug lusus Ic tDralultt-rill T►11 u,r1WCfT110,,110111411: 111Nua, Inuulna us `ri OC LL 0.0 PSE TOTiS 70,0 PSF SEAN" 2994 IfIcl►1tltlu 11,11UIY 111 Iti',M[tltY tN8CA10 111[4 11fKUltol to Its. Allies * , * q TRUSS tuesum All uoc Cfcoat tald ►es, C13) 41M IauL1 Heol AI 6381, Apply cdrttlj@I ro DUR :FAC : d1 s 00 FROM WIC . tu11 rut a 4111, AM illus orulhu taun a ms I'll "a ►osnw turtnen 614 u' �k 0 . .:. 6101141 631, 111 10 141 f•r. L tWIAlt,'1 Is" 01 111II, 111XIM 1/111111,11 10 181 Ilsley: l #' ' n CI '© CO lot sells o ,U 1e 1163 a u a 1tly t,a 1. �I. 1`� SPACING 2A.D' 1 SMITH-WALE IN SMITH FLOURS FPIAL - FF19 THIS OW PREPARED F00 COMPUTER INPUT (LOADS t OIMCUSION SI SUBMITTED BY TRUSS MFK F8001T ylc'1�0111D 4142 DF-L #I Carll1ECTOR PLATES MUST BE .INSTALLED IN ACCORDANCE WITN ME 4X2 DF•L *1 REMIIEMENTS OF f C.&,0, RESEARCN REPORT 12949, N492 DF-L' tandarC CONTRACTORS,WARNING: THISTRUSSIS DESIGNED TO BEAR AND/OD'SUPPORT; ADDITIONAL LOADS UNDER PER IIDS-91 TABLE AT SIE,CIFIC LOCATIONS, PARTICULAR CARE IS ADVISED DURING 7OON3CTOR PLATS OE..IGNCD FOR OREEH L INSTALLATION TO ENSURE THAT 7IIIS TRUSS 1S ERECTED PROPERLY. UPSIDE 00NN, TOP OF TRUSS BUST 0E NARKED gY, lT CAiIi;07 DE USED IN LIEU OF RIGID SHEATHING: NOTE: IIIIS TRUSS JfUST'BE INSTALLED AS SIIOWN TRUSS FABRICATOR,, UR, TOP CHORD TO BE BRACEO BY PROPERLY ATTACHED, PURLINS SPACED © 24,001 o,c, IN ADDITION, A R1OiD CEILING OR ax q #3 111 ♦ 2X6 13 HEWFIR OR DETTER CONTINUOUS STRONGSACX. ATTACH OR BETTER CONTINUOUS LATERAL BRACING SPACED a 72,W o•c. TO EACH TRUSS WITH 3.10d NAILS, STRONGOACC."ATERTAL TO MUST BE PROPERLY ATTACHED TO. THE BOTTOM Cy@Ri1, OE SUPPLIED,OY ERECTION CONI UCTOR,0 HE SUPPORTED OV CANTILEVER; NOTEt NO CONCENTRATED LOAD IS T NOTED NOTSFORuUSESS IIIN BALCONYEN DE SORNED DECR LOORI ADINGECONDITINTIAL OHS HLY Is SX4 in Nl_i5X4(RH) 2oX4N W- W 2. 3W2X4M H3100 WX4A H34 W3X10� W4u wX615! W1'T4(R) it w3Xem IJ3X68 �yT, �► H' W2X4 N H3X8o w-W2 ,,5Xq ® W3X 14 Iy / 23,9.18 OVOrr 2 SUpports»-� 9-269 PL.F 0-6-0•4 13A1670 112,76' m 0 Except As Shown„ f.. Nuel All rikno s Are H1.6 es .., C Our a: '1•:95 S ...3a2._ CA E 5aa -.?6"/Ft.'... II nrLgM•+ ►sus uN ,111 a, 11 , 1 u, uKl w, s1U,11ar uuutt61 a,►: 4 - - - Imurn, su$ ovula p, sOn1 ra►. w110, n pnq, ra tutlr tin Ills root Iot j C DL 25.Q PSF DATE 27• • 225A1 Mu►ciwutrlKuo renw.nao sutt'$snsiiiiiiir irISSO,44641 iuU1µ►looml #!vicu$ A LL A0, 0 PSF REF R4 20 97 truutO too a1611o1. riullKa 1r ul Ilpu r160r 0IN TC Q 0- 11nN1tO�•. /A$117",.ONE d t U OA 21 � � E3' .Wagn 1K 11 0c11611r f O' RIS K611a » iK-Uttsturlu tnstxla, urrrt nmtrtsrr DC DL 5.0 PSF ;BRW sAUsp4z7 972az1io6 UNK11. 1K. tut lot It ntNa►fl►l[tU In OI114110, WHO 'IYI10911tH „t Milli to AR Q$Otto r1I Unsts a mosmKlrn1 Uu a rsMic{1b. IIYIIto. s11rN1$.'I,frutATIN a DC, LL 0, PSF C1=EN4 PDC FN $►relw N;11vt11I, me offm saran 0110 A►Ue61u r101I14OU w us IWTINJI ►Isla$ 1 1►relrre.Rls$ rarltou Ir,►t aanew taut sN roto ""CIsllm w Irl. °u►11t lA9U 14CN Igt4v 6,Os�s AM mui slusott11 4661 t tO A on ?sitIill 00ilm. mislN cNKe1a1I►f,lots ID ,� ao DUR ,FAC. I.OD FROM HC' * * TDr.LD. 70,0 psF sEIaN q t 01601161 u►,, ss$ m 11$ t r as srn Kufs Stu os Int MOM units ot<1 ls111 oitl W n E� .C7 J Gi ► u' ,er 114199 if ANY 11 c SPACING 2A.0 s� e �Tp MITH WALK' IN SAIIi1 Ftoo Rs FINALFF21) !I1tS 111114 PRFPAI{EU FOOK COMPUTER INPitt (LOA05 A OIMEIIS1e110 $11WiTTCD UY TAUS5 MFN GtIORtl 4x2 'FL E1 G(1NNECTOIt PLATES DE5IDNED FOR GREEN I(IMDER PER NDS -91 TABLE CHORD 4x2 FL 91 7'3"3' ;r WEDS AxlFL Ston lord IItFER TO DRA4l1IiG A150; FOR TYPICALQLATE LOCATIONS, CDHTRACTDRS WARNING.TRUSSES TU BE 5PACCO AT 16,o- O.C, MAXIMUM, ,THIS TRUSS I5 DESIGNED TO BEAR AHD/OR:SUPPORT ADDITIONAL LOADS INSTALLA11011`TO EISURE TNATITNISRTRUSS IS ERECTED PROPERLY. REQU1110 IRFMENTSAOFSliCSp,OE RESEARCH REPORT CO29g9CE WITH TIIE CO NoIE NO CONCENTRA70 LOAD IS TO RE SUPPORTED 'OV CANTILEVER. UPSIDETIDOWN. TOP FSTRUSSTNUSTLBEDHARXEAS UoBY�`TRUSSAFAORICATlOR. TIN OPLCHO DF To SHEATHING: HORO jtl BE BRACED BY PROPERLY ATTACHED PURLINS SPACEp NOTE:' EXPECTED CVERTICAL LIVE' LOAD DEFLECTION;- 0:41 '. @ 24:00• o.t:. .IN ADDITION, A RIGID CEILING OR 2x4 #3 ILF: y OR BETTER CoNT1N000S LATERAL' BRACING SPACED ® 72.00' o.c. N,,, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD+ RECOMMENDED CAMBER TDI' AND DOTTOII CHORDS 1/2 AT N]bSPA 0 0---�--'�"70'— .aX4p. W�412.5it4r N' ra N3R10nr 1i2R411 2.6 War IIT 5 4Wr X4 7,T, . A N2 * 42-O.O N3 8+1 113X10. 5X4 + W�Xlotbl"13X4°' 113X1411+ 113X61.. 03X9. 14-4 2 23-9-12 Over 2 Supports" i R"i'334 N-2.75' R-341 .A14JS - r � ' Note: All Plates 'Are -N1:5X4 tuept As Shown. PLT TYP. UrikD T_ De C tt ie� U G 1 _ C 5" t +qtly. 1 116nP Ir i X{ Gul IN ratiC+ila. alttlr6, $IWIB6, Iit 111111, in '�C LL, 40.0 PSF .REF "R427� -21731 r I © .C1 G7 ,amts lrti to tun 1W)IIIt statins AN OWHI. tutluto tt,T,l 1u11tt PiAlu 1■au,n: ttt,'otrru ",, wnt 10,4A11101, 111. 0!111.1" wm "icnut Wars �I�iEtS10 0 ttirMlUt piH 1«mtl,u, oast trt1U1IK 1t,tG11,, to croft tall M11floptiLV Atl�!un 0 "^Y 'i`G Dl� 25.0 PSF - DATE 00 119/97, t—y iNutMtt tuns, ,6i1d1 m,t,D m1All Wtm l,MatilT irtttil,'ilot* NtmIW. ti` 1V� DC q(; 5,'p PSF qRN 4AtiSR427 9r231ote d .tomialo� rw11a i wr r. u11 $flip 1r rot ttltNtltill Collunot: fids sioiMinto Qt . "IIKrt,•,IIG tt+lt 167 it u roll Ott ra Itt .Will N01 tut KIIW7 ar raltac ra - BC LL 0.�0 PSF CA•ENG -. PDG ( mtoiYJcrm tr;...wadi will ins is 1ililtills, u"lln, alnpl, lulutnl,o a PaTTS,0, LPINE 0lpicx 1isltt!-.,tdt ustutoirart rhrututult norutia nr iot Ir111au otu/t TOT, LO. 70 0 PSF ; SEON- 3007 $PIt111"Wo poll sit U Till WWII i"Itl W fuel /!"Clain) Ytill,, !tail'auteos ut m,t 611 tlu,itttlxitt.all cur. isuu, sun It i"it. ins Co...tt6iI to DUR :FAC, 1.00 FROM MC,Ilp IA<t Et tint!; /t„ttttt nsinist lott111,to lift 60161. /ttfilol teWttott t, auruat is/, Nt in -1u t,r, iruclrturt nu a 1n1t gtqut itrtltt art- to uc,0l" , r. /F �0? SPACING O L� © C7 , Ir r t i t Ito ut l t x 'Nif ar It { '17 O y REFER 10 DRAfIING A150 FOR: TYPICAL PLATE LOCATIONS. T s NFR sli[Tfi HAL" IN SMITH FLOORS FINAL FFiD Tills DNG PREPARED FRDN COMPUTER INPUT p.OA05 a Du1ENSfolls) su9HITTEO oY nus TOP CHORD 02 FL �1 CONNECTOR PLATES HUST BE IH OOT CHORD 02 FI 11 STAILED 1H ACCORDAHC[ WITH THE WEBS 02 FL Stpndord RrouIREHENTS,OF I.C,A.4, RES[ ARCII REPORT #2949, r` USED R, CONNECTOR PLATES C kr!i�6GED FOR GREEN 4UHOER PER NDS 9;] TABLE NOTE; Tills TOP HU TRUSSINUST BE BY'TRIS5AFAORICATO 7,3.3. IN, LIEU OF RIGID SHEATHING: T 21',00 o.t. IN ADDITION, OY PROPERLY ATTACHED PURLINS SPACED OR BETTER -CONTINUOUS, A RIGID OR 2x4 {�3 N,F. TOP r RTEcSPACED c HUsTBE PROPERLY ATTACHEDO BRACING HOPTTONR, ---h- 1 15-4`,B _]e"_.�.-..---•------6'4'4 _3001TTYp• _1 WI. 5X4 III W2X4 H N1,5_X�_4(R)'� + H2X4 m W1.5X4 eb12.5X4 i nr H3X0" N1. Meso . 4-040 W1.04,111 N3X6o N1.5P4#. a3Xna W3XOv 413X Fee Ok 4 12.11.0.-;DVer 2 SUpporfs R-,7 904 N-25•' ." e n C a IfOC 18.1 8 A 1 . e 3750Ft k P.,„u 9w.. assts+tan uutnA 110 r nuAlia, pAntlle, swnr u, luraull us TC LL 40.0 PSF REF R427 • -21726 _ iu ilii[ �iu jai011-01 , $4111 see. mi io91 sell 21111l FDA suin�riiin«i IRION , QESS TC pl, 25.0 PSF _BATE 08 19 97 I� _ "WWI" I11t111"111[6 wt19A111A110t [511C&11r, 10 CIAO $1µt 11rI rkottilr AllAtUa >WO 14 5necmAS tA1ns. war i "Alt OAIt A "1111tr ASUWo 01110 /Jane, .� 1 r � BC OL 6.0 PSF ORN CAUSRa27] 97251017 INIt TAIrt'• rpnsr n►r w Full of lo. ni uauuna culotte+, Al 1141 lose BC LC p',0 pSF CA-ENG PBC FM �1 Iwuu, IR- /"141rt ee UPON 11Yt To All Ill TION UIL 1C11[li ANY t&IL1A[ re 0 A'� �iATi�� 1 wflCate nfl:ee (1 :CUr11MNttille 1►li 01',N111UI ne,-e40/1112 111fr1e1, n11LLUJ11101 .----^�� [�J� j►`Ijj mists$ a 101015, Ills Iiii seuW+s x111 utuctuc torula$ oe ws WuleAvop[a TOT. LD. 70.0 PSF SEQN 2991 urcululiw nulru5 n let AKUIf+1 /aut+r Dun ASOC1011011 All 1►1 a►u5 , pUR :-FAC. 1.00 FROM 11C �� !' CONItlM{ u[ WCOi,AOA A119 &5151111 LLll, clot, nun A[ +sn$, �All "'I co I:L to CIYII mm vice li Tuili s1[ Y11n5 el$IW5[ loulfl e1 IYIe DCtlt1. teul10e "'Ill To I ru \Ip� SPACING 24.0" W Ile Aq. Al [lelppe Jt4 01111f p1A111e see age 0$lr i01"061161 • mums w, 150 & 1 A &10 s l wr e 0 rel 1,&ur o 1 1 wAs' A _ r f 1. . yl A L=1 C.:J' CI Q or u r SMIT11-NALK -IN SHITN FLOORSFINAL; - FFM THIS DUG RREPAREu FROH COMPMER INPUT,(LOAUS A 01ME11MNS) SUOMI,TTE0 eY TRIISS MFR OP CIIORO 4X2 DF=L#I REFER TD DRAWING A150 FDR TYPICAL PLATECONNECTOR PLATES MUST OE INSTALLED Ill ACCORDANCE WITH TUE EBS Axl DF L StandePd REQUIREMENTS OF 1.00,0RESEARCH REPORT #2949, 181 OT'CNORD 4ii2 DF L pl CONNECTOR PLATES DESIGNED FOR GREEN, LUMBER PER NDS=91 TABLE NOTE: THIS TRUSS MUST BE INSTALL0 A5 SItOWN, 1T CANNOT BE 'USED: 7,3.5. UPSIDE DOWN.. TOP OF TRUSS MUST BE MARXEDr BY TRUS5:FADRICATOR: CONTRACTORS WARNING: LTOTE: NO CONCENTRATED LOAD It TO 0E SUPS =',D BY CANTILEVER. 11115 TRUSS TS DESIGNED TO BEAR AHD/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE. ]IS 'ADVISED DURING IN LIEU.OF RIGID SHEATIIING. BETTER;CONTINUDU5 STRONGBACK. ATTACH OR BETTER CONTINUOUS BY PROPERLY RIGID ATTACHED PURLINS SPACED: INSTALLATION TOEMORRE TNAT THIS TRUSS 15 ERECTED PROPERLY; TOP 4COORDJO BEL 1B ADDITION, A RIGID CEILING OR LIN $3 ACED 13 LATERAL THEC11113 BOTTOMACN0R0 72,00, O,C. flE EACH TRUSBYHEREC3.10d NAILS,T US HATERIAL.TO MUST BE PROPERLY ATTACHED j AL BR L—�._.u5 • �1: 8=-18 "--�- 10.5 ^ 12 —� � r ,� _, 30. c If7.5kdC N3i5x49 W9X4W 64I,594I Man W3%Oe N1,%R)N >4(R *11 of j i -1-D -0 ; 4394ma W1,51f4i N3X66+01 Militia'I13118rp W3914in W-4 2 -e : �1 �l►'Y'' ' 17-414 OVer 2 5Upports R8 75` •70 4I-2.75 R-•1;.502 N•2. Com' P o 5. Desl" C to O: d-95 STB 3 "� 5e "e 3751 Ft. •Pat to-- DIMS 11"Mc Ills 1 ar U loN flu, tgrolta{ ItglAl 1 O O Q nlCta, Holt n rlo'lf fllnua'nffltllid Ito MtGIC1, jolcUtIP if It Ilnu sun TC LL 4010 PSF REF R427-,-21726 In 12011111 ul raorro n., aut lw, nDIu1, rl, 1111»{ fa lour nstflCts fool To vpplEii►p r1 © rtusmi;; Iup frinlas. ants olgUflt Iwttstm, l0f nal 10111 Ioc:rlOPIM NUClU �'�( TO DL 25,0 PSF' `,.:DATE 00119197 $$OKI CNWS. "Isa Nal f0W $1,[ f ItN14s lifICOU.�IOfY Cllilu'; ,- O' ©-IlratsllT•• rnnlp:A an W int Oulu to it tm1u1flot Cooluaol, uols [wiiinu ft,k 5 , 0 PSF 'ORW CAUS0421 91231.008 ItIM171{%UC, full IDI /I Itp00fplt IN IDT "Ot111T111 fIN Ills /[i1t0t dY f111W1 To O A E ut 1 1110114/fsusaa hanc 1KSICafill flt 011 MICATIMI, ra Will A ICA ff aaunluu'soo$$, ffuluIou a TO FLi 0, 0 P5F "GAGE 1ii� MOM MICIt1 oG Utttc6, 1110 IIgIYItWMU qU /f►g ICINf ►101111af Oi001 (11111tf1I1tnrl LDL 70i'0 PSF SEQH -..4071 TRUSSn![1 Uellolns Atf slrf of you Ing Na all tilt, 91114 CIPT At 00111, M0 901116011 To 1 y p0 FROM Mf Ilt>t tK1 V 1tNs. 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STRONG06CK MATERIAI, TO TOP CHORD TO BE BRACED B'Y PROPERLY ATTACIIED PURLINS SPACED T BE SUPPLIED BY ER ION.CONTRACTOR. -24+00" o.t:. IN ADDITION, A RIGID CEILING OR 2x4 f3 H.Ff OR BETTER CONTINUOUS LATERAL GRACING SPACED 0 7.2 00 o.6. MUST BE'PROPrAY ATTACHED, TO THE DOTTOM',CHORD �--- D •0.0 �-r"�.,-1 kS"--'•�-—^7 � 1.12--------� W20 4 W3X8B+ M4.' W 0 �, 1144.E Wt.5XA U WU8m; W2X4 , 141, X4(R) A W2.5X11 NI'.5X4(R):A 143X8• WON 141.5X414 W1.5XAw W3XPN dd�� 16-7-12 Over 2 2Supports ----�, AT TYP. 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ARM 4 Ar � Lotlu)61s is( A411 11T 201A At111 Afi1 up GALT. slid, [(cl+T A$ 16f10. 17111 c6NUT01Tlo 'DDR .FAC - 1, 00 _ FROM MC TRUSS tori F41 a [s0s. Ave Vltm atKNJU LQCAfW 41 1115 0[f161, 111t11T1 cGA1I0lN1 f1 •CIVIL O CJ O [� 11111111 [u„ 116 all Uo A•r. AI fuf■r1-s UAL of Int 01"114 A011111 GAIT l►'lA1 UUa �l� got 1 ilo�� SPAC I NG 24.0 n fu ptAc lA1 tIg1 101 141fL11/ 1/11 11 A9" 6 IIA "AI. . _. Imo. 514. e y IS Ol.O PREPARED FROM COMPUTER IIIPUT (LOADS t DMENSIONS) SUONITT0 BY MUSS MFR K IN SkITH FLOORS FINAL :• FF11 REFER TO DRAWING A150 FOR TYPICAL PLATE fOCATI0N5. QT CHORD 4x2 FL �ql TDP MORD 'Ax2 FL 'gg1 WEDS 4x2 FL>$Eandard C D.O, INSTALLED:111 ACCORDANCE WITH THE REOUIEUOOFTS OF I5HEAT I. RESEARCH REPORT' 12949 ONNECTOR PLATES BE FOR GREEN LUMBER PER NDS-91 TABLE 111''LI 1 Gt CONNE TOPCHORD TO DE BRACED BY PROFERLY ATTACHED PURLINS SPACED OTE: THIS- MUST DE INSTALLED AS SHOWN, IT CANNOT BE USED OR DETTER CONTINUOUS LATERAL GRACING SPACED OR 2.0 , N.F. _ T CED � T2.00 a•c. .,. 7I 0 24.00• o.c, IN ADDITION, A RIGID C IICHORO, UPSIDE DOWN. TOP `OF TRUSS 'MUST DE fIARKED BY TRUSS FABRICATOR. MUST DE PROPERLY ATTACHED O 1HE• BOTTOM t .------•4•'10-]2---=----`�'10"--�-----�A,10.12. :—•--^I . , ; 301'r—__ 1 H2X4N W3960 4"X4 W W1. SX411 43X6p W2X4 u r �rAl 1 �.0 ©0 0 ' '•' W2:5X4� W2, 4 M6ra ' F * j .W' • " >� DGoi• 2 Supports--•----� ' . A+ 1.e-- I1.3-9 R^750 N^2:'75' R-750 1t�2i75" •w CLL 40.0 PSF REF 842775,21724 �•—•yknown Desi CrSter a UDC ]e ., 8 CA p -" •. Q C:3 '� MRpOwWIN ltltdl ItT1u1t1aA1#4 IUtAU1t4 All 21"1131. I"Illme tf 111111(1101abMTS taunt• w1 r arlr fat IR 4,j• ttutta, n ulup ar ttaffr fluua4 ultr to v M �Ok(� TC DI. 25.0 PSF C"TF" 08/19/97: � ,© '� IIuOUIN Tfttt pltt3011. tGa atUOrlft lrltaUr T00 cads 1tkf list fjq[slr ef4CW11 l 14wal furca, renes ciao IrAt3 jilt A-act[HT AnAvu 111611)tlRu1• 1.- BC OL_ 5.0 PSF DRW cAusAm 9727i0ti AIMMtuft!,.. 1/U11t j trft r fill 0111411 to fr IA11/Lt1nN t049e4164. ufijl taAijtUtt) , SSI i(rltR. cat: cwt at a as Unit Ip 10j[tunor floc lilt Dalai at tutor[ if BG LL I 0:0 PSF CA-UG PBC FM " 0 A T TfTATT1!;7i. © uRo Ia Raaf it tW/tnirtt WITS tell'" IAMICUIM MtluU, trinllc INI Auqua.41 <: %TR�LTT llwuw a Mani, fWlt Oulu torad;Wue AutR aot11111t a Ml nAlc"u otfl/a TOT+ LO:70 J9 PSSF 5EQN' - 1171 MCIIIUf101lwt 41 4011UlmU 43 "It llT Ar fitltllptl 3R tat ); VL ALNat'S y tk. $itf no ns. of t0q alt uq SE tWU. 44,13. 4aor 111offlr, utrr tins n Cry1L �� bUR: FAC.' 1.L0 FROM NC t4atltt r tial. 411 WYItIA"rtn1W13t 1%AIm U,Ta14OtfIOY, flu 1101 <UIICIjIs f[1 ' OW1261,11e, .IN 110 110 .r. At Want's 11u t1 itis 01AV110 At/l1[j 1111 is, INK jlt1U •3'f�• ''ttp9- SPACING _ 24.04` Q 0...: CI 1 / A Am %att le "al 1 f "It Asa t1M4 V11 -- . Q N 1 S SNITH-WALK IN SHITH FLOORS FINAL - FF L3 TIIl$ DIM PREPARED FROM COliPUTEII INPUT (LOADS t OIMENSIONS) SUMITTED BY TRUSS. MFR TOP WORD 4x2 FL 'l - REFER TO DRAW111c A15O FOR TYPICAL PLATE LOCATIONS. DOT CHORD 4X2 F4 i1 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE W1TR'TIIE 11E85 4x2 FL 5tagdaM REQUIREMENTS OF I.C.O.O; RESEARCH REPORT 0,2949, G EEN LUMPER PER NDS -91 TABLE NOTE, THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT DE USED Q FOR R UPSIDE!DOWH,,TOP OF TRUSS MUST DE MARKED BY TRUSS FABRICATOR, COHIlECTOR 'PLATES Df:51GNE 7,3,3• ¢ 296 13 HEH-FIR OR BETTER CONTINUOUS STRONBBACK. ATTACH IN LIED OF RIGID SHEATHING: TO EACH TRUSS WITH 3. Od NAILS. STRONGBACK MATERIAL TO �OZ4CppR0DTc.OE1NRADDITION, APROP RIGIDERLY CEILINGORR2xjl H.FLINS D BE SUPPLIED ©Y ERECTION CONTRACTOR, RACING SPACED ©72.00 o.c, MUST BE PROPERLY ATTACHED TO THE DOTTOH CII090 OR DETTER CONTINUOUS LATERAL D _I 6 3V TYp. D' W1..5X4 GI W2X4 A W3XBa W1.5X4 ql N2, 5X40 W3X4® W3K8m+ W2X4'w SON ]B. N1, 5X D -a-0-D' a�'p W3k80 WI rgX4 U W15X¢ U 'mra 113X80. 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STRONGDACK OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 72.00' O,C. TO EACH TRUSS WITH RUST DE PRQKRLY ATTACHED TO THE B17TTOM CH0Q,- h..:8.0•:0 �^l8'"'f`'..'_3"2=12-•--"'`�, • 3- w2X41, 43X6w N1.5X4 W W2.5X4o WI.6XA W W3X6� H2X41IW1.5%4 R) IN N1:.5{ 4 (R), + 1-2•E; 1,, 5X4 W' W3X4 NaK6�' C� r am H3XBa i3X6H ' � — pport:s-- RPDIj O W-2.75'' • R�B10 U-?..75= 14-.6.12 OVgr 2 SU ' Lm—WAIL° T�Iw15 r Dgstarl Crite iB: UDC B b0 Scale 5" t f Ir1.ls 1 V C11111T•CIII ! s1w caval uuusD. as rills. a va 11D TC LL 40,0 PSF ..REF 8927' -21718 CI C_I PNM =1 E Ksc11I a 11 1tr1I.I1 CRUK111 11s11lltn'AK Itutul, ovltusm n its 414911 nut o�pTEltfp, TC Ol, 10:0 PSF DATE OB' S9 97 Itlllmc. 161 blowl1 M.. tVlll'lot. tlCI1D11,, Y1 uor ck r0o BittMglf( GTIC1f Y AJIICA If Y(. 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