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Home My WebLink AboutB18-2386 (2)Fs - rq -009? BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line (IVR) : 530.538.4365 (Cut off time for inspections is 3pm) Development Services cannot gnarantee inspections on the date requested Office: 530.552.3700 Fax: 530.538.7785 www.ButteCountv.net/dds Permit No: B18-2386 Issued: 11/19/2018 APN: 043-7M-.008 Address: insly HADY GLEN CT, CHICO Owner: HASELTON CURTIS BRIAN & JENNIFER Permit Type: SFD-CUSTOM/MODEL Description: SFD (3988) UNFIN BASEMENT (1935) GAR Flood Zone: SRA Area: SETBACKS for Zoning, AG. SRA. PW Front: 20' Centerline of Road: Rear: 10 SRA: Street: 10 AG: Interior 5 Total Setback from Centerline of Road: ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE, Setbacks 131 Foundations / Footings 111 Pier/Column Footings 122 Eufer Ground 216 Masonry Grout 120 l..Z> Do Not Ponr oncre a Until Above are Signed Pre-Slabe 124 I.ZS Gas Test Undergroun or 404 Gas Piping Underground/floor 403 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing Qom{ 411 Do Not Install Floor Sheathing or Slab Until Above ned ShearwallB.W.P.-Interior 134 Shearwall/B.W.P.-Exterior 135 ItAxi ti Roof Nail/Drag Trusses 129 U,, Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 153 Rough Plumbing 406 2,3,04 Rough Mechanical 16Rough Electrical !2208:�&W=ij 4 -Way Rough Framing 128 Gas Piping House 403 Gas Test House 404 Shower Pan/Tub Test y t 408 ; : 0'17 -11 Do Not Insulate Until Above Signed Permit Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Fire Sprinkler Test or Final 702 Inspection Type IVR INSP DATE T -Bar Ceiling 145 Stucco Lath 142 Swimming Pools Setbacks 131 Pool Plumbing Test 504 Gas Test 404 Pre-Gunite 506 Pre -Deck 505 Pool Fencing/Alarms/Barriers 503 Pre -Plaster 507 Manufactured Homes Setbacks 131 Blockin /Unde inin 612 Tiedown/Soft Set System 611 Permanent Foundation System 613 Underground Electric 218 Sewer 407 Underground Water 417 Manometer Test 605 Continuity Test. _ — _ — _ _ _ T602_ _ _ - Skirtii OFFICE COPY Bldg Permit: Manua Address:)(_iJ i Date c Seor ala GAS By: , Date: t' 4 Len tI Electric By: 4 Dater 2� Insi ni Finals Public Works Final 538.7681 Fire De artment/CDF 538.6226 Env. Health Final 538.7281 Sewer District Final **PROJECT FINAL -rrolecr rrnar is a t ernncaw or occupancy ror tKesraennau vmy) PERMITS BECOME NULL AND VOID I YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 532-3700 CORRECTION NOTICE S �'� ��•ticrS v� l=r�re G� V��- �� ADDRESS PERMIT NO. A -routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. Date`} Inspectors REV 7/18 Phone #`� lr C -F FOR RE -INSPECTION CALL: 538-4365 IVR SYSTEM , COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA - (530) 532-3700 CORRECTION NOTICE ADDRESS PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as .indicated below. INSPECTION TYPE: I•,yVp1-00' Aivlrvnnnerzin ) him � gl- 1 L 3, ccct4_p�YAc N 5e n_-iVt :�> For- btih r cam'ryr 16 to DDf U Date ); !I !$-15$F Inspector REV 7/18 Phone # 5 " FOR RE -INSPECTION CALL: 538-4365 IVR SYSTEM Curt Haselton Consulting, PhD, PE 1812 Heron Lane I Chico, California 95926 530-514-8980 1 curt@hbrisk.com DESIGN AND AS -BUILT CLARIFICATIONS FOR 1587 SHADY GLEN COURT Curt B. Haselton, PhD, PE September 3, 2019 OVERVIEW: These stamped engineering notes and calculations are to provide clarification and documentation for the corrections noted from the framing inspection on 8/30/19. For the starred comments, these stamped notes certify that the noted as -built conditions are acceptable. The non -starred comments are only for clarification and do not include any engineering design comments. COMMENT #1(*): Positive connection has been provided between beams and columns on the front porch as follows: ■ 1/2" diameter —16" long lag bolts vertically from tops of beams to supporting columns. ■ '/2" diameter —10" long lag bolts horizontally where side beams connect to front beam (two per connection) ■ '/2" diameter —16" long lag bolts vertically into top and bottom of center stub column Positive connection has been provided between beams and columns in the living space using 5/8" diameter steel dowels embedded into the top of each column and the bottom of each beam. It is noted that these connections do not experience uplift forces and a tension connection is not required. Positive connection has been provided between beams and columns on the back porch as follows: ■ '/2" diameter —20" long lag bolts vertically from tops of beams to supporting columns (counter sunk as needed to be at least 6" into the column top). ■ '/2" diameter —10" long lag bolts horizontally where side beams connect to front beam (two per connection) ■ '/2" diameter —16-20" long lag bolts vertically into top and bottom of center stub column. COMMENT #2(*): An HU612 hanger is specified and has been installed. Note also that a portion of the 2x10 sits on top of the plate, so this provides additional gravity support. COMMENT #3: This is a known issue (mistake when stairs were built). Additional layers or plywood will'be added to the floors and the stairs, and the stair heights will be corrected in advance of the final inspection. COMMENT #4(*): Please see updated plans on Sheet S2.2. A 14DU5 with DBL 2x PST is specified down is also permissible. Use of the larger hold-down does not require the post t 4x PST. Page I of 3 Curt Haselton Consulting, PhD, PE 1812 Heron Lane I Chico, California 95926 530-514-8980 1 curt@hbrisk.com COMMENT #5(*): Due to some misalignments between the anchor bolt and hold-down locations, several hold downs are connected to non -continuous studs and those studs are nailed to the continuous studs. Some also include plywood or OSB spacers, which are acceptable provided that the OSB is glued between adjacent studs. The following are the minimum required number of 16d common nails to transfer the shear between the hold-downs and the continuous studs (based on the maximum net uplift forces for hold-downs on each wall line), and note that not all of these wall lines include the offsets (but all wall lines are included for completeness). Please see the layout image below for wall line designation. ■ Wall line #1 — 10 nails ■ Wall line #2 — 10 nails ■ Wall line #3 — 45 nails ■ Wall line #6 — 25 nails ■ Wall line A — 10 nails ■ Wall line B — 10 nails ■ Wall line D — 10 nails ■ Wall line E — 40 nails ■ Wall line F — 10 nails ■ Wall line G — 40 nails ■ Wall line H — 10 nails of 3 Curt Haselton Consulting, PhD, PE 1812 Heron Lane I Chico, California 95926 530-514-8980 1 curt@hbrisk.com COMMENT #6(*): For the front porch roof, 2x8 No. 1 DF spaced at 16" o.c. is acceptable. COMMENT #7: A box and conduit has been installed in the garage for a future EV charger. COMMENT #8: The stairs will be removed and the opening will be drywalled over. CLOSING: If you have any questions about these responses, please feel free to call my directly at (530) 514- 8980; I will be sure to be available during the reinspection. Sincerely, Curt B. Haselton, PhD, PE John F. O'Connell Endowed Professor of Civil Engineering, CSU Chico Co -Founder and CEO, Haselton Baker Risk Group and the SP3 Software httl2://www.hbrisk.com E-mail: curtkhbrisk.com Phone: (530) 514-8980 rA NO. 692 1 Exp. 6/30120 s\ CtV11- Page 3 of 3 �a 1AZ INSUI_.oTION Insulation Certificate Address 1587 SHADY GLEN COURT Unit # City & State CHICO, CA County BUTTE Description Of Products Installed Roof Insulation Type Thickness (Inches) JOHNS MANVILLE R -Value Ceiling Minimum Thickness Insulation Type Maximum Thickness Thickness (Inches) Brand Name Loose Fill Type BLOWING Loose Fill Lbs/sq.ft. 0.739 JOHNS MANVILLE Walls R=19 Insulation Type BIBS Thickness (Inches) 51/2 Raised Floors Insulation Type BATTS Thickness (Inches) 6.5 Foundation Walls Insulation Type Thickness (Inches) Declaration Brand Name R -Value Brand Name JOHNS MANVILLE R -Value R=49 Minimum Thickness 17.3 Maximum Thickness Brand Name JOHNS MANVILLE R -Value R=23 Brand Name JOHNS MANVILLE R -Value R=19 Brand Name R -Value I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where applicable. Contractor's Lic.# C.L.#951769 Contractor's Name Diaz Insulation Date Certified 7 -Nov -19 Signature �-"--�