Loading...
HomeMy WebLinkAboutB18-2747F 2 BUTTE BOUNTY 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 guarantee inspections on the date requested Office: 530.552.3700 Fax: 5.30.538.7785 www.ButteCountv.net/dds Permit No: B18-2747 Issued: 4/26/2019 APN: 047-380-004 Address: 3625 KEEFER RD, CHICO Owner: SCHMIERER MICKAEL G & JENNIFER S Permit Type: SFD-CUSTOM/MODEL Description: NSF (3525) GAR (696) COVD (64) Flood Zone: N SRA Area: y SETBACKS for Zon*ng- AG. SRA. PW Front: 20' Centerline of Road: Rear: 10 SRA: Street: 10 AG: Interior 10 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 Setbacks 131 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test Underground/floor 404 Gas Piping Underground/floor 403 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 +j Under Slab Plumbing 411 Blockin nde inin 612 Tiedown/Soft Set System 611 Do Not Install Floor Sheathing or Slab Until Above Signed Shearwall/B.W.P.-Interior 134 Shearwall/B.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 Manometer Test 605 Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 153 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 4 -Way Rough Framing 128 Gas Piping House 403 Gas Test House 404 Shower Pan/Tub Test 408 Do Not Insulate Until Above Signed Permit Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Fire Sprinkler Test or Final 702 Swimming Pools 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 nde inin 612 Tiedown/Soft Set System 611 Permanent Foundation System 613 Under round Electric 218 Sewer 407 Underground Water 417 Manometer Test 605 Continuity Test 602 Skirting/steps/Landings 610 Coach Info Manufactures Name: Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: Insignia: Finals Public Works Final 538.7681 Fire De artment/CDF 538.6226 Env. Health Final 538.7281 Sewer District Final "PROJECT FINAL -rrojecr rinai is a %-ernucare or occupancy for kKesiaennai vniy) PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION USM. Us i9Gl1F.ERIif. MUr'NU.� IRM@ORIffRRDH@ Civil EngineeringandDesign 3311 Penzance Ave, Chico, CA 95973 Ph: (530) 521-2648 ericausmusp,arnail.com May 14, 2019 Mike Schmierer 3192 Sawvers bar. Chico, CA 95973 mikeschmierergamail. com Subiect: Footing Inspection 3625 Keefer Rd, Chico, CA 95973 Permit B 18-2747 Mr. Schmierer: Per your request, Ausmus Engineering has completed the structural observation of the foundation's footings for the proposed two story residence with concrete slab foundation. It appears that approximately 1/3 of the excavation site is comprised of uncemented Redtough loam while nearly 2/3rds of the site is comprised of native 6"-8" cobble cemented in a sand alluvium derived from volcanic rock. This native material- makes footing excavation extremely difficult. This cemented material is considered an excellent substrate for the dead and live load for footings and need not be excavated and removed. However, sufficient lateral loads must be provided using epoxied dowels into these areas. Please find the attached detail to provide to your inspector for his approval. Feel free to contact me for any questions or concerns Thank you, Eric D. Ausmus. P,F-. President Ausmus Engineering Page I of 2 ALAUHU ALM Iss aU��US� RMUaIERaoa@ rw.j Civil Engineering and Design 3311 Penzance Ave, Chico, CA 95973 Ph: (530) 521-2648 ericausmusna,gmail.com 1 2 3 •'.4 V MIN. 4 4' MIN. I_ ANCHOR HOLT W/ 3"x3"x0229" PLATE WASHER 'I" MIN. EMBEDMENT 2. 2X PTOF MMSILL (UN.0) 3, CONTINUOUS 04 AT TOP AND BOTTOM 3" MINIMUM CLEAR 4. EXISTING ROCK TO REMAIN. CLEAR OF EXCESS LOOSE DEBRIS 5. 9/8" TITEN HD OR 05 ALL -THREAD WITH 4" MM EMBEDMENT 6. 3/4" DRILLED HOLE 4" MIN, DEPTH WITH SIMPSON SET OR SET XP EPDXY ADHESIVE OR EQUAL ...It ~i: ..: 4 MIN .. ....:..� .. • '� TYP 6 i? FOOTING AT ROCK OUTCROPPING ft R Page 2 of 2