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HomeMy WebLinkAbout20260505 CDD DocsPERMIT INSPECTION HISTORY REPORT (BLDG-1854-2017) FOR CITY OF SAN LUIS OBISPO Building 10/04/2017Application Date:Permit Type:Owner:COULL FAMILY TRUST ParcelFoundation Only 02/20/2018Work Class:Issue Date:003-553-013 Finaled 10/02/2018Expiration Date:Status:Address:1626 Osos St San Luis Obispo, CA 93401 Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection Required?CompleteActual Start Date 03/14/2018 03/14/2018 Foundation CDI-13100-2018 Passed Chris Olcott No Complete COMMENTS ApprovedChecklist Item Inspection Contact Info James - 805-703-3647 (please call prior to arrival)Yes Storm Water No Foundation Water-Proofing & Drainage No Rough Grading No Forms, Rebar, Footings No General Inspection Comments X 3/14 Foundation Yes Ufer Ground No 105- Light, Sign, Deck or Trellis Footing No Masonry/Retaining Wall Reinforcement No 03/22/2018 03/23/2018 Rough Inspection CDI-13308-2018 Passed Chris Olcott No Complete COMMENTS ApprovedChecklist Item Inspection Contact Info Dan - 703-3647 (please call prior to arrival)No Rough Framing X 3/22 Framing and hardware No Rough Electrical No Storm Water No Insulation No Gas Piping & Pressure Test No Rough Mechanical No Electrical Meter Release No Shear Wall Nailing No Roof Drain Piping & Test No Rough Fire Sprinklers No Windows No Floor Diaphragm Nailing No General Inspection Comments No Roof Nailing No Fire Resistive Construction No Rough Plumbing/DWV test No 04/05/2018 04/05/2018 Final Inspection CDI-14771-2018 Passed Chris Olcott No Complete City of San Luis Obispo Page 1 of 2May 04, 2026 PERMIT INSPECTION HISTORY REPORT (BLDG-1854-2017) Building 10/04/2017Application Date:Permit Type:Owner:COULL FAMILY TRUST ParcelFoundation Only 02/20/2018Work Class:Issue Date:003-553-013 Finaled 10/02/2018Expiration Date:Status:Address:1626 Osos St San Luis Obispo, CA 93401 Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection Required?CompleteActual Start Date COMMENTS ApprovedChecklist Item Inspection Contact Info No Storm Water No Grading/Drainage No Final Mechanical No Accessibility No Gas Meter Release No Smoke & Carbon Monoxide Alarms No Final Electrical No General Inspection Comments No Stairs, Handrails & Guard Rails No Final Plumbing No Fire Sprinkler Trim & Test No Re-inspections No Final Approval X No City of San Luis Obispo Page 2 of 2May 04, 2026 PERMIT INSPECTION HISTORY REPORT (BLDG-2014-2024) FOR CITY OF SAN LUIS OBISPO Building 08/28/2024Application Date:Permit Type:Owner:Katherine Coull ParcelFoundation Only 10/31/2024Work Class:Issue Date:003-553-013 Issued 09/09/2026Expiration Date:Status:Address:1626 Osos St 1 San Luis Obispo, CA 93401 Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection Required?CompleteActual Start Date 11/01/2024 11/01/2024 Foundation CDI-09106-2024 Partial Pass Stephen Ames Yes Complete COMMENTS ApprovedChecklist Item General Inspection Comments 11.1.24 Saint Vincent to discuss construction process and inspections needed. No Rough Grading No Slab Reinforcement & Moisture Barrier No Forms, Rebar, Footings No Ufer Ground No Masonry/Retaining Wall Reinforcement No Foundation Water-Proofing & Drainage No Storm Water No NOTES Created By TEXT Created Date Steve Laputz Field contact name : Steven Laputz, phone number: ( Pre con to go over work scope. Shooting for 10/10:30 w/ consultants 10/31/2024 05/07/2025 05/07/2025 Foundation CDI-02824-2025 Partial Pass Dustin Bancroft Yes Complete Reinspection of CDI-09106-2024 COMMENTS ApprovedChecklist Item General Inspection Comments 5.7.25 - Precon meeting for next day rebar inspection. To provide soils report as per plan. Letter for engineer to clarify temporary bracing is sufficient for occupancy, letter to be reviewed by Building official prior to occupancy. No special inspection required for rebar due to design mix @ 2,500 PSI. City to sign off on footings and wall after structural observation report states no deficiencies found. 11.1.24 Saint Vincent to discuss construction process and inspections needed. No Rough Grading 5.7.25 - soils report owed as per plan No Slab Reinforcement & Moisture Barrier No Forms, Rebar, Footings No Ufer Ground No Masonry/Retaining Wall Reinforcement No Foundation Water-Proofing & Drainage No Storm Water No City of San Luis Obispo Page 1 of 10May 04, 2026 PERMIT INSPECTION HISTORY REPORT (BLDG-2014-2024) Building 08/28/2024Application Date:Permit Type:Owner:Katherine Coull ParcelFoundation Only 10/31/2024Work Class:Issue Date:003-553-013 Issued 09/09/2026Expiration Date:Status:Address:1626 Osos St 1 San Luis Obispo, CA 93401 Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection Required?CompleteActual Start Date NOTES Created By TEXT Created Date Steve Laputz Field contact name : Steven Laputz, phone number: ( Pre con to go over work scope. Shooting for 10/10:30 w/ consultants 10/31/2024 Steve Laputz Field contact name : Steven Laputz, phone number: ( Let’s chat in the morning. We are pushing to get the footings and walls poured on Thursday. Thank you! 05/06/2025 05/08/2025 05/09/2025 Foundation CDI-02888-2025 Partial Pass Dustin Bancroft Yes Complete Reinspection of CDI-02824-2025 COMMENTS ApprovedChecklist Item General Inspection Comments 5.8.25 - DO NOT OCCUPY posted until structural is complete. 5.7.25 - Precon meeting for next day rebar inspection. To provide soils report as per plan. Letter for engineer to clarify temporary bracing is sufficient for occupancy, letter to be reviewed by Building official prior to occupancy. No special inspection required for rebar due to design mix @ 2,500 PSI. City to sign off on footings and wall after structural observation report states no deficiencies found. 11.1.24 Saint Vincent to discuss construction process and inspections needed. No Rough Grading 5.8.25 no soils requirement as there was no excavation performed. 5.7.25 - soils report owed as per plan Yes Slab Reinforcement & Moisture Barrier No Forms, Rebar, Footings 5.8.25 structural observation report reviewed and special inspection reviewed. Ok to pour. Yes Ufer Ground No Masonry/Retaining Wall Reinforcement No Foundation Water-Proofing & Drainage No Storm Water No City of San Luis Obispo Page 2 of 10May 04, 2026 PERMIT INSPECTION HISTORY REPORT (BLDG-2014-2024) Building 08/28/2024Application Date:Permit Type:Owner:Katherine Coull ParcelFoundation Only 10/31/2024Work Class:Issue Date:003-553-013 Issued 09/09/2026Expiration Date:Status:Address:1626 Osos St 1 San Luis Obispo, CA 93401 Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection Required?CompleteActual Start Date NOTES Created By TEXT Created Date Steve Laputz Field contact name : Steven Laputz, phone number: ( Pre con to go over work scope. Shooting for 10/10:30 w/ consultants 10/31/2024 Steve Laputz Field contact name : Steven Laputz, phone number: ( Let’s chat in the morning. We are pushing to get the footings and walls poured on Thursday. Thank you! 05/06/2025 Steve Laputz Field contact name : Steven Laputz, phone number: ( 05/08/2025 05/09/2025 Rough Inspection CDI-02908-2025 Cancelled Dustin Bancroft Yes Complete COMMENTS ApprovedChecklist Item Inspection Contact Info No Courtesy Call No General Inspection Comments 5.8.25 incorrect category called out. To initiate new inspection record for foundation category No Roof Nailing No Shear Wall Nailing No Rough Framing No Rough Electrical No Rough Mechanical No Rough Plumbing/DWV test No Rough Fire Sprinklers No Gas Piping & Pressure Test No Type 1 Hood - Duct Test No Type 1 Hood - Duct Wrap 1st Layer No Type 1 Hood - Duct Wrap 2nd Layer No Windows No Storm Water No 07/24/2025 07/24/2025 Foundation CDI-04703-2025 Partial Pass Dustin Bancroft Yes Complete Reinspection of CDI-02888-2025 City of San Luis Obispo Page 3 of 10May 04, 2026 PERMIT INSPECTION HISTORY REPORT (BLDG-2014-2024) Building 08/28/2024Application Date:Permit Type:Owner:Katherine Coull ParcelFoundation Only 10/31/2024Work Class:Issue Date:003-553-013 Issued 09/09/2026Expiration Date:Status:Address:1626 Osos St 1 San Luis Obispo, CA 93401 Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection Required?CompleteActual Start Date COMMENTS ApprovedChecklist Item General Inspection Comments 5.8.25 - DO NOT OCCUPY posted until structural is complete. 5.7.25 - Precon meeting for next day rebar inspection. To provide soils report as per plan. Letter for engineer to clarify temporary bracing is sufficient for occupancy, letter to be reviewed by Building official prior to occupancy. No special inspection required for rebar due to design mix @ 2,500 PSI. City to sign off on footings and wall after structural observation report states no deficiencies found. 11.1.24 Saint Vincent to discuss construction process and inspections needed. No Rough Grading 5.8.25 no soils requirement as there was no excavation performed. 5.7.25 - soils report owed as per plan Yes Slab Reinforcement & Moisture Barrier No Forms, Rebar, Footings 7.24.25 phase 2 pass 5.8.25 structural observation report reviewed and special inspection reviewed. Ok to pour phase 1. Yes Ufer Ground No Masonry/Retaining Wall Reinforcement No Foundation Water-Proofing & Drainage No Storm Water No NOTES Created By TEXT Created Date Steve Laputz Field contact name : Steven Laputz, phone number: ( Pre con to go over work scope. Shooting for 10/10:30 w/ consultants 10/31/2024 Steve Laputz Field contact name : Steven Laputz, phone number: ( Let’s chat in the morning. We are pushing to get the footings and walls poured on Thursday. Thank you! 05/06/2025 Steve Laputz Field contact name : Steven Laputz, phone number: ( 05/08/2025 Steve Laputz Field contact name : Steven Laputz, phone number: ( 07/23/2025 07/30/2025 07/30/2025 Rough Inspection CDI-04821-2025 Partial Pass Dustin Bancroft Yes Complete Reinspection of CDI-02908-2025 City of San Luis Obispo Page 4 of 10May 04, 2026 PERMIT INSPECTION HISTORY REPORT (BLDG-2014-2024) Building 08/28/2024Application Date:Permit Type:Owner:Katherine Coull ParcelFoundation Only 10/31/2024Work Class:Issue Date:003-553-013 Issued 09/09/2026Expiration Date:Status:Address:1626 Osos St 1 San Luis Obispo, CA 93401 Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection Required?CompleteActual Start Date COMMENTS ApprovedChecklist Item Inspection Contact Info No Courtesy Call No General Inspection Comments 5.8.25 incorrect category called out. To initiate new inspection record for foundation category No Shear Wall Nailing 7.30.25 shear at cripple wall complete with exception of 4 foot section where temporary bracing occurs. OK to cover with photos OK for remainder of shear No Rough Framing No Rough Electrical No Rough Mechanical No Rough Plumbing/DWV test No Rough Fire Sprinklers No Gas Piping & Pressure Test No Type 1 Hood - Duct Test No Type 1 Hood - Duct Wrap 1st Layer No Type 1 Hood - Duct Wrap 2nd Layer No Windows No Storm Water No NOTES Created By TEXT Created Date Steve Laputz Field contact name : Steven Laputz, phone number: ( Let’s touch base in am. I’m pretty flexible all day. Looking to move into lath and plaster. Thank you! 07/29/2025 08/12/2025 08/12/2025 Foundation CDI-05129-2025 Partial Pass Dustin Bancroft Yes Complete Reinspection of CDI-04703-2025 City of San Luis Obispo Page 5 of 10May 04, 2026 PERMIT INSPECTION HISTORY REPORT (BLDG-2014-2024) Building 08/28/2024Application Date:Permit Type:Owner:Katherine Coull ParcelFoundation Only 10/31/2024Work Class:Issue Date:003-553-013 Issued 09/09/2026Expiration Date:Status:Address:1626 Osos St 1 San Luis Obispo, CA 93401 Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection Required?CompleteActual Start Date COMMENTS ApprovedChecklist Item Courtesy Call Yes General Inspection Comments 8.12.25 reviewed SO reports etc 5.8.25 - DO NOT OCCUPY posted until structural is complete. 5.7.25 - Precon meeting for next day rebar inspection. To provide soils report as per plan. Letter for engineer to clarify temporary bracing is sufficient for occupancy, letter to be reviewed by Building official prior to occupancy. No special inspection required for rebar due to design mix @ 2,500 PSI. City to sign off on footings and wall after structural observation report states no deficiencies found. 11.1.24 Saint Vincent to discuss construction process and inspections needed. Yes Rough Grading 5.8.25 no soils requirement as there was no excavation performed. 5.7.25 - soils report owed as per plan Yes Slab Reinforcement & Moisture Barrier No Forms, Rebar, Footings 7.24.25 phase 2 pass 5.8.25 structural observation report reviewed and special inspection reviewed. Ok to pour phase 1. Yes Ufer Ground No Masonry/Retaining Wall Reinforcement No Foundation Water-Proofing & Drainage No Storm Water No NOTES Created By TEXT Created Date Steve Laputz Field contact name : Steven Laputz, phone number: ( Pre con to go over work scope. Shooting for 10/10:30 w/ consultants 10/31/2024 Steve Laputz Field contact name : Steven Laputz, phone number: ( Let’s chat in the morning. We are pushing to get the footings and walls poured on Thursday. Thank you! 05/06/2025 Steve Laputz Field contact name : Steven Laputz, phone number: ( 05/08/2025 Steve Laputz Field contact name : Steven Laputz, phone number: ( 07/23/2025 Steve Laputz Field contact name : Steven Laputz, phone number: ( Lath 08/11/2025 08/12/2025 Rough Inspection CDI-05152-2025 Partial Pass Dustin Bancroft Yes Complete City of San Luis Obispo Page 6 of 10May 04, 2026 PERMIT INSPECTION HISTORY REPORT (BLDG-2014-2024) Building 08/28/2024Application Date:Permit Type:Owner:Katherine Coull ParcelFoundation Only 10/31/2024Work Class:Issue Date:003-553-013 Issued 09/09/2026Expiration Date:Status:Address:1626 Osos St 1 San Luis Obispo, CA 93401 Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection Required?CompleteActual Start Date Reinspection of CDI-04821-2025 COMMENTS ApprovedChecklist Item Inspection Contact Info No Courtesy Call No General Inspection Comments 5.8.25 incorrect category called out. To initiate new inspection record for foundation category No Shear Wall Nailing 8.12.25 pass 7.30.25 shear at cripple wall complete with exception of 4 foot section where temporary bracing occurs. OK to cover with photos OK for remainder of shear Yes Rough Framing 7.30.25 pass Yes Rough Electrical No Rough Mechanical No Rough Plumbing/DWV test No Rough Fire Sprinklers No Gas Piping & Pressure Test No Type 1 Hood - Duct Test No Type 1 Hood - Duct Wrap 1st Layer No Type 1 Hood - Duct Wrap 2nd Layer No Windows No Storm Water No NOTES Created By TEXT Created Date Steve Laputz Field contact name : Steven Laputz, phone number: ( Let’s touch base in am. I’m pretty flexible all day. Looking to move into lath and plaster. Thank you! 07/29/2025 08/12/2025 Surface Coverings CDI-05153-2025 Partial Pass Dustin Bancroft Yes Complete COMMENTS ApprovedChecklist Item Inspection Contact Info No Courtesy Call No General Inspection Comments No Insulation No Drywall Nailing 8.12.25 pass Yes Gas Pressure Test No Shower Pan No Exterior Lath & Flashing No T-Bar/Suspended Ceiling No Fire Proofing No Storm Water No City of San Luis Obispo Page 7 of 10May 04, 2026 PERMIT INSPECTION HISTORY REPORT (BLDG-2014-2024) Building 08/28/2024Application Date:Permit Type:Owner:Katherine Coull ParcelFoundation Only 10/31/2024Work Class:Issue Date:003-553-013 Issued 09/09/2026Expiration Date:Status:Address:1626 Osos St 1 San Luis Obispo, CA 93401 Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection Required?CompleteActual Start Date 09/09/2025 09/09/2025 Foundation CDI-05866-2025 Partial Pass Dustin Bancroft Yes Complete Reinspection of CDI-05129-2025 COMMENTS ApprovedChecklist Item Courtesy Call Yes General Inspection Comments 9.9.25 job complete. To final pending post construction complete 8.12.25 reviewed SO reports etc 5.8.25 - DO NOT OCCUPY posted until structural is complete. 5.7.25 - Precon meeting for next day rebar inspection. To provide soils report as per plan. Letter for engineer to clarify temporary bracing is sufficient for occupancy, letter to be reviewed by Building official prior to occupancy. No special inspection required for rebar due to design mix @ 2,500 PSI. City to sign off on footings and wall after structural observation report states no deficiencies found. 11.1.24 Saint Vincent to discuss construction process and inspections needed. Yes Rough Grading 5.8.25 no soils requirement as there was no excavation performed. 5.7.25 - soils report owed as per plan Yes Forms, Rebar, Footings 7.24.25 phase 2 pass 5.8.25 structural observation report reviewed and special inspection reviewed. Ok to pour phase 1. Yes Foundation Water-Proofing & Drainage 9.9.25 pass Yes Storm Water No NOTES Created By TEXT Created Date Steve Laputz Field contact name : Steven Laputz, phone number: ( Pre con to go over work scope. Shooting for 10/10:30 w/ consultants 10/31/2024 Steve Laputz Field contact name : Steven Laputz, phone number: ( Let’s chat in the morning. We are pushing to get the footings and walls poured on Thursday. Thank you! 05/06/2025 Steve Laputz Field contact name : Steven Laputz, phone number: ( 05/08/2025 Steve Laputz Field contact name : Steven Laputz, phone number: ( 07/23/2025 Steve Laputz Field contact name : Steven Laputz, phone number: ( Lath 08/11/2025 Steve Laputz Field contact name : Steven Laputz, phone number: ( 09/08/2025 City of San Luis Obispo Page 8 of 10May 04, 2026 PERMIT INSPECTION HISTORY REPORT (BLDG-2014-2024) Building 08/28/2024Application Date:Permit Type:Owner:Katherine Coull ParcelFoundation Only 10/31/2024Work Class:Issue Date:003-553-013 Issued 09/09/2026Expiration Date:Status:Address:1626 Osos St 1 San Luis Obispo, CA 93401 Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection Required?CompleteActual Start Date 09/09/2025 Rough Inspection CDI-05864-2025 Partial Pass Dustin Bancroft Yes Complete Reinspection of CDI-05152-2025 COMMENTS ApprovedChecklist Item Inspection Contact Info No Courtesy Call No General Inspection Comments 9.9.25 job complete. To final pending post construction complete 5.8.25 incorrect category called out. To initiate new inspection record for foundation category No Shear Wall Nailing 8.12.25 pass 7.30.25 shear at cripple wall complete with exception of 4 foot section where temporary bracing occurs. OK to cover with photos OK for remainder of shear Yes Rough Framing 7.30.25 pass Yes Storm Water No NOTES Created By TEXT Created Date Steve Laputz Field contact name : Steven Laputz, phone number: ( Let’s touch base in am. I’m pretty flexible all day. Looking to move into lath and plaster. Thank you! 07/29/2025 Steve Laputz Field contact name : Steven Laputz, phone number: ( Final inspection…it wouldn’t let me select final maybe because the partials? I’m between Pismo and SLO tomorrow so 30min heads up works. Thank you!!!! 09/08/2025 09/09/2025 Surface Coverings CDI-05865-2025 Partial Pass Dustin Bancroft Yes Complete Reinspection of CDI-05153-2025 COMMENTS ApprovedChecklist Item Inspection Contact Info No Courtesy Call Yes General Inspection Comments 9.9.25 pass pending post construction complete Yes Insulation No Drywall Nailing 8.12.25 pass Yes Gas Pressure Test No Shower Pan No Exterior Lath & Flashing No T-Bar/Suspended Ceiling No Fire Proofing No Storm Water No City of San Luis Obispo Page 9 of 10May 04, 2026 PERMIT INSPECTION HISTORY REPORT (BLDG-2014-2024) Building 08/28/2024Application Date:Permit Type:Owner:Katherine Coull ParcelFoundation Only 10/31/2024Work Class:Issue Date:003-553-013 Issued 09/09/2026Expiration Date:Status:Address:1626 Osos St 1 San Luis Obispo, CA 93401 Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection Required?CompleteActual Start Date NOTES Created By TEXT Created Date Steve Laputz Field contact name : Steven Laputz, phone number: ( 09/08/2025 City of San Luis Obispo Page 10 of 10May 04, 2026 Sheet No.: Drawing Notes: The use of these plans shall be restricted to the original site for which they were prepared, and publication thereof is expressly limited to such use. Reproduction or publication by any method, in whole or in part, is prohibited.Title to these plans remains with T&S Structural without prejudice. See the General Notes for additional restrictions. Visual contact with these plans and specifications shall constitute prima facie evidence of the acceptance of these restrictions. DO NOT SCALE THESE DRAWINGS. See the Architectural plans for dimensions. The Contractor shall verify and be responsible for all dimensions and existing conditions on the job and shall report any discrepancies to the Engineer and the Architect for resolution prior to commencing with the work in question. © 2024 T&S Structural Issued Date: Property Manager: 1626 Osos Street San Luis Obispo, CA 93401 1626 OSOS STREET RETAINING WALL RETROFIT Project Name: California-West, Inc. 1380 Broad Street #1 San Luis Obispo, CA 93401 (805) 543.9119 Scale: Job No: 240209 Sheet Title: Engineer: 800.579.3881 www.tsstructural.com HEADQUARTERS: 684 Clarion Court San Luis Obispo, CA 93401 SAN LUIS OBISPO PASADENA SANTA BARBARA NORTHERN CALIFORNIA Project Engineer: MAM Checked By: BHR Initial Submittal 08.07.2024 ESSIONA L E NGI NEERFORPDERETSIGER LIVCI CA L I F O R NIAFO T A TS E C 63445 S KOORTERB PRINCIPAL Plan Check Revisions 08.29.20241 1626 OSOS STREET RETAINING WALL RETROFIT 1626 OSOS STREET SAN LUIS OBISPO, CA 93401 STRUCTURAL TITLE SHEET - S0.1 not applicable natural, national National Design Specification for Wood Construction negative not in contract number nominal near side nelson stud anchor non-shrink grout not to scale on center (s) outside diameter ordinary moment frame opposite oriented strand board Office of Statewide Health Planning & Development overturning parallel pounds per cubic foot penetrate (ion) perforate (d), (tion) perimeter perpendicular partial joint penetration plate property line pounds per linear foot plywood prefabricated (ion) anchor bolt above air conditioning additional addendum addendum adjacent, adjustable above finished floor American Institute of Steel Construction aluminum alternate American Plywood Council approximate architect (ural) American Society of Testing & Materials automatic average American Welding Society board building block (ing) below beam boundary nailing bottom base plate bearing STANDARD ABBREVIATIONS AB Abv. A/C Add'l Add'm Adj. AFF AISC Alum. Alt. APA Approx. Arch. ASTM Auto. Avg. AWS Bd. Bldg. Blk(g). Blw. Bm. BN Bot. BP Brg. between both ways cantilever (ed) California Building Code grade C-D plywood w/ exterior glue cement California Historic Building Code cast-in-place ceiling joist (s) complete joint penetration center line ceiling clear (ance) centimeter (s) concrete masonry unit coefficient column common concrete connect (ion) construction continuous, continue contractor corrugated center countersink cubic penny (nails) double degree Btwn. BW Cant. CBC CDX Cem. CHBC CIP CJ CJP CL Clg. Clr. CM CMU Coeff. Col. Com. Conc. Conn. Const. Cont. Contr. Corr. Ctr. Ctrsk. Cu. d Dbl. Deg. demolish, demolition depressed Douglas Fir diameter diagonal dimension (s) distance division, divider deck joist (s) dead load down Div. of the State Architect drawing existing each each face effective fluid pressure elevation (grade) electric (al) elevator, elevation embedded, embedment edge nail (ing) enclose (d), (ure) engineer (ed) equal equipment equivalent each side estimate (d) et cetera each way each way each face Demo Dep. DF Dia(m). Diag. Dim. Dist. Div. DJ DL Dn. DSA Dwg. (E) Ea. EF EFP El. Elec. Elev. Embed. EN Encl. Eng(r). Eq. or EQ Equip. Equiv. ES Est. Etc. EW EWEF existing expand, expansion exterior, extended foundation finished floor finished grade finish (ed) floor joist (s) flange floor (ing) field nail (ing) face of concrete face of masonry face of panel face of steel (stud) fireplace fire rate (d), (ing) framing far side foot, feet footing future gage, gauge galvanized grade beam general contractor general glass, glazing, glazed glue-laminated beam grade, grading gypsum holdown Exist. Exp. Ext. Fdn. FF FG Fin. FJ Fl. Flr(g). FN FOC FOM FOP FOS FP FR Frmg. FS Ft. Ftg. Fut. Ga. Galv. GB GC Gen. Gl. GLB Gr. Gyp. HD hot-dip galvanized header hexagonal hanger horizontal high strength hollow structural section height Heating / Ventilation / Air Conditioning International Building Code International Code Council ICC Evaluation Service inside diameter inch (es) include (d), (s), (ing) information inspect (ion), (or) insulate (d), (ion) installation, install interior invert (ed) joist kip (1000 pounds) kips per linear foot king post kips per square foot kips per square inch Los Angeles City Building Code laminate (d), (tion) HDG Hdr. Hex Hgr. Hor (iz). HS HSS Ht. HVAC IBC ICC ICC-ES ID In. Incl. Info Insp. Insul. Instl. Int. Inv. Jst. K KLF KP KSF KSI LABC Lam. Los Angeles Research Report pound (s) large linear (l) foot linear, lineal live load long leg horizontal long leg vertical longitudinal light (ing) lightweight laminated veneer lumber lightweight concrete masonry material maximum member mechanic (al) medium Mech./Elec./Plumbing mezzanine moment frame manufacture (r) minimum, minute (s) miscellaneous millimeter (s) modify, modified, modular machine screw metal new north LARR Lb(s). Lg. LF Lin. LL LLH LLV Long. Lt(g). Ltwt. LVL LWC Mas. Mat'l Max. Mbr. Mech. Med. MEP Mezz. MF Mfr. Min. Misc. MM Mod. MS Mtl. (N) N N/A Nat.('l) NDS Neg. NIC No. Nom. NS NSA NSG NTS o.c. or oc OD OMF Opp. OSB OSHPD OT Par. PCF Pen. Perf. Perim. Perp. PJP Pl. PL PLF Ply(wd). Prefab. preliminary project propery pounds per square foot pounds per square inch parallel strand lumber pressure-treated, post tension (ed) point photovoltaic quarter quantity radius road redwood reinforcing bar (s) receive (d) rectangular reference reinforce (d), (ing), (ment) require (d), (ment) retain (ing) revision (s), revised roof joist (s) room rough opening roof rafter (s) see architectural drawings schedule structural engineer sheathing similar Prelim. Proj. Prop. PSF PSI PSL PT Pt. PV Qtr. Qty. R(ad). Rd. Rdwd. Rebar Rec('d). Rect. Ref. Reinf. Req('d). Ret. Rev. RJ Rm. RO RR SAD Sched. SE Shtg. Sim. special moment frame sheet metal screw slab on grade specifications (s) square grade select structural, stainless steel self-tapping grade Structural 1 panel standard (s) steel structural, structure surface suspended shearwall symmetry (ical), symbol synthetic top and bottom tongue and groove temporary, tempered thick, thickness through top of top of beam top of concrete top of footing top of grade tolerance top of plate top of slab, top of steel top of wall transverse SMF SMS SOG Spec(s) Sq. or SQ SS ST ST1 Std(s). St(l). Str(uct). Surf. Susp. SW Sym. Syn. T&B T&G Temp. Th(k). Thru T.O. TOB TOC TOF TOG Tol. TOP TOS TOW Trans. trimmer stud (s) typical Uniform Building Code unless note otherwise utility (ies) varies, varnish ventilate (ion), (or) vertical verify in field volume width, wide, water with wood wide flange within window without waterproofing (ing) wood screw weight welded threaded stud welded headed stud welded wire fabric welded wire mesh yard Trim. Typ. UBC UNO Util. Var. Vent. Vert. VIF Vol. W W/ Wd. WF W/IN Win. W/O WP WS Wt. WTS WHS WWF WWM Yd. —angle @ at delta Ø diameter #number, pound (s) /per +/- plus or minus 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. GENERAL NOTES The notes on this Title Sheet apply to and are in effect for all parts of the project, unless noted otherwise. Refer to the Structural Specifications on Sheet S0.2 for additional structural requirements. Refer to the drawings, notes, and specifications of the Architect, Mechanical Engineer, Electrical Engineer, Civil Engineer, and other consultants for additional requirements. Do not scale these drawings. Refer to written dimensions. Drawings are not necessarily to scale. The Contractor is to use architectural dimensions to lay out walls, framing, foundations, and other elements. The Contractor is to verify all dimensions and conditions and report any discrepancies to the Architect prior to commencing with any directly or indirectly related work. T&S Structural's details are prepared to convey only structural aspects of each element shown. Non-structural information, including but not limited to fenestrations, fire-resistance, insulation, finishes, waterproofing, drainage, and flashing may not be included on the structural plans. The Contractor must obtain non-structural information related to each detail from the Architect, architectural plans, and plans provided by other consultants. Brace equipment per the manufacturer's specifications. No deviations from these structural plans, details, and specifications are allowed without written approval from T&S Structural. Approval by an inspector or any other party does not constitute authority to deviate from these plans. Plan changes and addenda are subject to approval by the Building Department. The Contractor is responsible for processing changes, assembling permit documents, acquiring permits, and obtaining Owner approval for costs related to change orders. Substitutions of specified products (i.e. Simpson Strong-Tie) for equivalent products are not recommended. Substitutions will be considered if the Contractor agrees to this procedure prior to substitutions being made: (a) Contractor provides T&S Structural with satisfactory evidence of product equivalence; (b) If satisfactory, Contractor agrees to reimburse T&S Structural for time and expenses to revise plans; and (c) Contractor agrees to resubmit plans to the Building Department for approval. Construction and materials must comply with and be installed in accordance with the requirements of all legally-constituted public authorities having jurisdiction, including all county, city, and local ordinances, as well as the Safety Orders of the State Industrial Accident Commission, OSHA. Receive all required approvals prior to commencement of construction. The Engineer is not responsible for and does not have control or charge of construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the construction delineated by these plans. The Contractor or his/her agent(s) are responsible to supervise and direct all work and are solely and completely responsible for all construction means, methods, techniques, sequences, procedures, and conditions on the job site, including the safety of all persons and property during the entire period of construction. Periodic observations by T&S Structural personnel or representatives are not intended to include verification of dimensions or review the adequacy of the Contractor's safety measures on or near the construction site. The Contractor is responsible to provide all shoring and bracing during construction to support all loads to which the structure and site may be subjected. Provide shoring for vertical cuts in excess of 5 feet per OSHA and the building official and as directed by the Soils Engineer. Where inspection is required, the Special Inspector is to obtain Building Department approval prior to work commencement. Copies of the inspection report(s) to be filed by the Special Inspector(s) must be given to the architect, engineer, owner, and building official. The Contractor is responsible for scheduling, coordination, and expenses involved in any and all inspections. The Contractor is responsible to initiate a resolution to any conflicts within or between drawings, specifications, and/or manufacturer instructions by issuing an RFI. The most strenuous and/or costly option governs unless otherwise stated in response to an RFI. It is the Contractor's responsibility to identify and provide for any 'scope gaps' that may exist and be recognizable to a professional building contractor. Each contractor responsible for the construction of a wind- or seismic-force-resisting system or component listed in the "Statement of Special Inspections" must submit a written statement of responsibility to the building official and the owner prior to the commencement of work on the system or component. (See CBC Section 1704.4 for specific requirements.) "Clouding" shown on the construction documents is only for convenience for general major revisions and is not necessarily inclusive of all revisions to the drawings. The Contractor and others must review the construction documents completely and thoroughly and are not to depend upon the clouding being an indication of the full limit or extent of revisions. All construction projects require inspection and maintenance following completion. Operation, inspection, and maintenance are the sole responsibility of the Owner. T&S Structural has no responsibility for any failures by the Owner or others to properly operate, inspect, or maintain the project(s) shown in these plans. It is unlawful for any portion of a building to have load placed on it exceeding the design loads per CBC Section 106.3. Portions of commercial and industrial buildings designed for live loads exceeding 50 psf shall have signage installed per CBC Section 106.1. Where plans, details, notes, and/or specifications (construction documents) are noted as being in a preliminary/progress state (e.g. "not for construction"), the Contractor must take this into consideration if choosing to use these progress documents for cost estimating, bidding, or any other purpose. The plans, calculations, and specifications contained herein and provided herewith are the exclusive property of T&S Structural, © 2024. The use of these plans and specifications is restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reproduction or publication by any method, in whole or in part, is prohibited. Title to these plans and specifications remains with T&S Structural without prejudice. Visual contact with these plans and specifications constitutes prima facie evidence of the acceptance of these restrictions. SHEET INDEX S0.1 S0.2 S1.1 S1.2 S2.1 Structural Title Sheet Structural Specifications Typ. Structural Details Typ. Structural Details Structural Plan & Details GENERAL PARAMETERS WIND DESIGN DATA (per CBC 1603.1.4):SOILS VALUES STRUCTURAL DESIGN PARAMETERS SEISMIC DESIGN DATA (per CBC 1603.1.5): Risk Category Seismic Importance Factor, I Site Class Spectral Response Accelerations Spectral Response Coefficients Seismic Design Category Seismic Force Resisting System(s) Response Modification Factor, R Seismic Response Coefficient, Cs Design Base Shear (1.0E ~ CsW) Redundancy Factor, ρ Analysis Procedure Used * See ASCE 7-16 Table 12.2-1 II 1.00 D, Default SS = 1.067 S1 = 0.393 SDS = 0.854 SD1 = 0.498 D A.15* 6.5 0.131 38.74 kips 1.3 Equiv. Lat. Force 2022 CBC Type V II 2 20 ft 12/20 15/40 Building Code Construction Type Risk Category Number of Stories Max. Height (above grade) Roof DL/LL (psf) Floor DL/LL (psf) Bearing Pressure Lateral Passive EFP (active, level) Coefficient of Friction Soil Classifications 1500 psf 100 pcf 60 pcf 0.25 UNKNOWN Basic Wind Speed, V Exposure Category 91 mph C STATEMENT OF SPECIAL INSPECTIONS The contractor shall request structural observation site visits to be performed at those steps in the progress of the work that allow for correction of deficiencies without substantial effort or uncovering of the work involved. At a minimum, the construction stages listed above require a site visit and an observation report from the structural observer. Structural observation by the Engineer of Record shall be performed. Structural observation reports shall be submitted to the building official after all corrections items noted in the report are corrected. STRUCTURAL OBSERVATION SCHEDULE AND NOTES At the conclusion of the work included in the permit, the structural observer shall submit to the building official a written statement that the site visits have been made and identify any reported deficiencies that, to the best of the structural observer’’s knowledge, have not been resolved. Frequency: Prior to Foundation or Framing Inspection By Building Inspector unless indicated otherwise. Hillside, Retaining FOUNDATION WALL FRAME DIAPHRAGM STRUCTURAL OBSERVATION (checked items are required) Footing, Stem Walls, Piers Mat Foundation Caissons, Piles, Grade Beams Special Anchors Other: (List) Concrete Masonry Wood Masonry Wall Frame Steel Moment Frame Steel Braced Frame Concrete Moment Frame Other: (List) Other: (List) Concrete Steel Deck Wood Other: (List) X Plywood SW X Construction Stage Elements/Connections to be Observed a)Prior to Foundation Pour Rebar, Anchorages, Holdowns REQUIRED VERIFICATION AND INSPECTION OF SOILS (per CBC Section 1705.6 and Table 1705.6) VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC 1. Verify materials below footings are adequate to achieve the design bearing capacity. – X 2. Verify excavations are extended to proper depth and have reached proper material. – X 3. Perform classification and testing of compacted fill materials. – X 4. During fill placement, verify use of proper materials and procedures in accordance with the provisions of the approved geotechnical report. Verify densities and lift thicknesses during placement and compaction of the compacted full. X – 5. Prior to placement of compacted fill, observe subgrade and verify that site has been prepared properly. – X 6. Per CBC 1705.6, Where Section 1803 does not require reporting of materials and procedures for fill placement, the special inspector shall verify that the in-place dry density of the compacted fill is not less than 90 percent of the maximum dry density at optimum moisture content determined in accordance with ASTM D 1557. – X REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION (per CBC Section 1705.3 and Table 1705.3) VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REF. STANDARD CBC REFERENCE 1. Inspection of reinforcing steel and placement. – X ACI 318: Ch. 20, 25.2, 25.3, 26.6.1-26.6.3 – 2. Inspect anchors cast in concrete where allowable loads have been increased or where strength design is used. X – ACI 318: 17.8.2 - 3. Inspection of anchors installed in hardened concrete (i.e. post-installed anchors). – X ACI 318: 17.8.2 - 4. Verifying use of required design mix. – X ACI 318: Ch. 19, 26.4.3, 26.4.4 1904.1, 1904.2 5. At the time fresh concrete is sampled to fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete. X – ASTM C172, C31 ACI 318: 26.5, 26.12 - 6. Inspection of concrete placement for proper application techniques. X – ACI 318: 26.5 - 7. Inspection for maintenance of specified curing temperature and techniques. – X ACI 318: 26.5.3–26.5.5 - 8. Verification of in-situ concrete strength prior to removal of shores and forms from beams and structural slabs. – X ACI 318: 26.11.2 – 9. Inspect formwork for shape, location, and dimensions of the concrete member being formed. – X ACI 318: 26.11.2(b) – 10. Inspection of adhesive/epoxied anchors and their installation X – ICC Evaluation Report – ADDITIONAL NOTES See Architectural, Mechanical, Electrical, and other plans for additional required non-structural special inspections. CBC 1704.2.1: The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of construction or operation requiring inspection. The special inspector shall provide written documentation to the building official demonstrating his or her competence and relevant experience or training. Experience or training shall be considered relevant when the documented experience or training is related in complexity to the same type of special inspection activities for projects of similar complexity and material qualities. These qualifications are in addition to qualifications specified in other sections of this code. CBC 1705.1.1: Special inspections shall be required for proposed work that is, in the opinion of the building official, unusual in its nature, such as, but not limited to, the following examples: 1. Construction materials and systems that are alternatives to materials and systems prescribed by the CBC. 2. Unusual design applications of materials described in the CBC. 3. Materials and systems required to be installed in accordance with additional manufacturer's instructions that prescribe requirements not contained in this code or in standards referenced by the CBC. The special inspector shall observe the work assigned for conformance with the approved design drawings, approved specifications, and the applicable workmanship provisions of the CBC. The special inspector shall furnish inspection reports to the building official, the engineer or architect of record, and other designated persons as directed in Chapter 17 of the CBC. All discrepancies shall be brought to the immediate attention of the contractor for correction and then, if uncorrected, to the appropriate design authority and to the building official. CBC 1704.4 and 1704.2.3: Each contractor responsible for the construction of a main wind or seismic force resisting system, designated seismic system or a wind- or seismic-resisting component listed in the statement of special inspections shall submit a written statement of responsibility to the building official and the owner prior to the commencement of work on the system or component. The contractor's statement of responsibility shall contain acknowledgment of awareness of the special requirements contained in the statement of special inspection. November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCE City of San Luis Obispo Building & Safety Division September 05, 2024 Sheet No.: Drawing Notes: The use of these plans shall be restricted to the original site for which they were prepared, and publication thereof is expressly limited to such use. Reproduction or publication by any method, in whole or in part, is prohibited.Title to these plans remains with T&S Structural without prejudice. See the General Notes for additional restrictions. Visual contact with these plans and specifications shall constitute prima facie evidence of the acceptance of these restrictions. DO NOT SCALE THESE DRAWINGS. See the Architectural plans for dimensions. The Contractor shall verify and be responsible for all dimensions and existing conditions on the job and shall report any discrepancies to the Engineer and the Architect for resolution prior to commencing with the work in question. © 2024 T&S Structural Issued Date: Property Manager: 1626 Osos Street San Luis Obispo, CA 93401 1626 OSOS STREET RETAINING WALL RETROFIT Project Name: California-West, Inc. 1380 Broad Street #1 San Luis Obispo, CA 93401 (805) 543.9119 Scale: Job No: 240209 Sheet Title: Engineer: 800.579.3881 www.tsstructural.com HEADQUARTERS: 684 Clarion Court San Luis Obispo, CA 93401 SAN LUIS OBISPO PASADENA SANTA BARBARA NORTHERN CALIFORNIA Project Engineer: MAM Checked By: BHR Initial Submittal 08.07.2024 ESSIONA L E NGI NEERFORPDERETSIGER LIVCI CA L I F O R NIAFO T A TS E C 63445 S KOORTERB PRINCIPAL Plan Check Revisions 08.29.20241 STRUCTURAL SPECIFICATIONS - S0.2 FOUNDATIONS & CONCRETE 1. GENERAL 1.1 Soils values per Table 1806.2 of the California Building Code (CBC). 1.2 Refer to the Structural Design Parameters on the Structural Title Sheet for soil/foundation design values. 1.3 Refer to the Statement of Special Inspections on S0.1 for information related to inspections as required by the governing building code. 1.4 The Building Inspector shall inspect and approve grading and excavations prior to placement of forms, reinforcing steel or concrete. 1.5 Refer the structural plans for foundation embedments; however, foundations shall not be embedded less than 18" into approved competent soil, unless specifically noted otherwise. Foundations shall be deepened where necessary to conform to CBC Section 1808 setback requirements which require a minimum distance from the face of the foundation to the face of the descending slope equal to H/3 (where H is the height of the slope). The setback must be at least 5’-0” but need not exceed 40’-0”. 2. MATERIALS 2.1 Concrete shall have a strength of 2500 psi at 28 days, and a maximum slump of 5”. W/C ratio is 0.55 max. for slabs, walls and columns, and is 0.60 max. for foundations. Special Inspection is not required, except where specified herein, on the structural plans, or by the Building Department. 2.2 Cementitious Material: Portland cement shall conform to ASTM C150, Type II, low-alkali. Fly ash shall conform to ASTM C618, Class F. 2.3 Special Inspection is required for structural slabs, walls, piles, caissons, flat plates, columns and beams. Exception: if the construction is of a minor nature and the Building Department waives the special inspection requirement and special inspection is not specified on the structural plans. (CBC 1701.1 and 1705) 2.4 Reinforcing steel shall conform to ASTM A615 (except as noted below), and shall be deformed, clean, and free of rust. Bars shall be 60 grade minimum (unless specified otherwise), except that #3 bars may be 40 grade. Reinforcing steel that is to be welded shall conform to ASTM A706 in lieu of A615. The welding of reinforcement shall be special inspected and conform to AWS D1.4. Exceptions: a) Reinforcing steel used in concrete shearwalls, moment frames, and earthquake- resisting components shall conform to ASTM A706, and shall be 60 grade (unless specified otherwise). 2.5 Mechanical Bar Splice Couplers: May be used in lieu of lap splices in concrete and shall be used where specified on the plans. Use Dayton Superior Bar-Lock S- or L-series couplers per the plans, or approved equal. Bar-Lock coupler fabrication and installation shall be per ICC ESR-2495. Special inspection is required for installation. Stagger adjacent mechanical splices 2'-0” minimum. 2.6 Aggregates shall be per ASTM C33. Maximum size 1½” for footings and 1" for all other work. Reduce maximum aggregate size as required to conform to ACI 318 Section 25.2.1. Coarse aggregate shall be crushed rock. 2.7 Non-shrink grout (5000 psi strength minimum UNO) material for baseplates, concrete tilt-panels, sill plates or other specified use shall be non-shrink grout by Five Star Products Inc., Quikrete, or approved equal, and installed at a “plastic” consistency, in accordance with approved methods and techniques. Surfaces shall be properly cleaned of foreign material prior to grouting operation. 2.8 Epoxy/Adhesive: a) Use Simpson SET-3G Epoxy (ICC ESR-4057), Hilti RE-500 V3 Adhesive (ICC ESR-3814), Dewalt Pure 110+ Epoxy (ICC ESR-3298), or Dewalt AC200+ Acrylic - Cold Weather (ICC ESR-4027) where designated on plans, or approved equal for cracked concrete, unless noted otherwise. b) Install only where specifically detailed by the Engineer. Refer to the ICC Evaluation Report for product and installation requirements. c) Contact the Engineer for product substitution when needed for special conditions, such as temperature extremes, fast cure or slow cure, low or high viscosity, low base material temperature, etc. d) Standard threaded anchor rods shall conform to ASTM F1554 Grade 36, UNO. e) High-Strength threaded anchor rods shall conform to ASTM A193 Grade B7 or ASTM F1554 Grade 105, UNO. f) Where exposed to weather, soil, or moisture, threaded anchor rods shall be hot- dipped galvanized per ASTM A153 Class C or D, or be stainless steel. Contact the Engineer when stainless steel is necessary. 2.9 Anchor Bolts: A307 or F1554 Grade 36 hex-headed, unless noted otherwise. 2.10 The Building Department may require the testing of any materials used in concrete construction to determine if materials are quality specified. Tests of materials and of concrete shall be made by an approved agency and at the expense of the Contractor; such tests shall be made in accordance with the standards listed in CBC Section 1903. Tests and materials of reinforced concrete, and concrete durability, quality, mixing and placing, shall conform to CBC Sections 1903, 1904, and 1905. Refer to the Building Department for additional testing and materials requirements. 3. EXECUTION 3.1 Slabs on Grade: See the plans and details for thickness, reinforcing, and supporting materials. Provide sawcuts or other control joints as directed by the architect and soils engineer, and per the structural plans when specified. Refer to the architectural plans for finishes. 3.2 Minimum lengths for rebar development, lap splices, and compression splices per Typical Details. 3.3 Dowels shall be provided for vertical and horizontal reinforcing bars in walls, columns, etc., and shall be of the same size and spacing as the supporting wall, columns, etc. Footing reinforcement shall be hooked into intersecting footings with standard 90 degree end hooks per Typical Details, unless noted otherwise on the plans. Per ACI 318 26.6.2.2, no rebar may be “wet set.” 3.4 Reinforcing clearances for foundations shall be 3” min. when against earth and 2” min. when against a formed surface UNO. Other reinforcing clearances shall be 1 1/2” minimum UNO. 3.5 Removal of forms (formwork) supporting vertical surfaces shall be after 2 days min. and supporting beams or girders shall be after 15 days minimum. 3.6 Construction joints shall be prepared by wire brushing and cleaning and brushing in a paste of neat cement mortar immediately prior to pouring. Location of construction joints shall be approved by the Engineer. 3.7 Concrete Curing: Concrete shall be maintained above 50 deg. F and in a moist condition for at least the first 7 days after placement (provide 10 days min. for Type II cement & 14 days min. for Type IV or V cement per ACI 308). When formwork is removed from a surface prior to 7 days (the minimum time specified) after placement of concrete, the surface shall be kept continuously moist by spraying or by covering with wet burlap or curing cover. During hot weather, proper attention shall be given to ingredients, production methods, handling, placing, protection, and curing to prevent excessive concrete temperatures or water evaporation that may impair required strength or serviceability of the member or structure. Finishes are per the architect. 3.8 Sill Plate Anchorage: Wood sill plates in bearing walls and shearwalls shall be secured with minimum 5/8" dia. x 10" long anchor bolts (AB) with 7" minimum embedment into concrete (note that longer anchor bolts may be necessary for 3x sill plates or for other conditions). Anchorage shall include 3”x3”x0.229” plate washers per AF&PA SDPWS 4.3.6.1 (Simpson BP5/8-3 or BPS5/8-3, or Equivalent). The hole in the plate washer shall be permitted to be diagonally slotted with a width of up to 3/16” larger than the bolt diameter and a slot length not to exceed 1-3/4”, provided a standard cut washer (see AF&PA SDPWS Appendix A) is placed between the plate washer and the nut. The plate washer shall extend to within 1/2" of edge of the sill plate on the sheathed side(s) of shearwalls. Spacing of anchor bolts shall not exceed 6’-0” o.c. Bolts shall be placed a maximum of 12" from wall corners, wall ends, and sill plate splices (but not less than 43/8”), and a minimum of two bolts per piece of sill plate are required. Refer to the Shearwall Schedule for maximum anchor bolt spacing at shearwalls, however the spacing shall not exceed 4'-0” o.c. (Holdown anchors shall not be counted as any of the required sill plate anchor bolts.) Use anchor bolt holders and stabilizers per the manufacturer’s recommendations, or approved equivalent. Interior non-bearing partitions may be secured with shotpins per the “Wood” section of these specifications. 3.9 Coordinate holdown locations with all structural plans prior to installation. Holdown hardware shall be secured in place prior to foundation inspection and re-tightened just prior to enclosure. Holdowns shall be installed per manufacturer’s specifications. Set holdowns tight on top of sill plate and against post; do not raise up off of sill plate UNO. Use anchor bolt holders and stabilizers per the manufacturer’s recommendations. 3.10 Retaining Walls: shall not be backfilled until concrete has set a minimum of 14 days (28 days is preferred). Walls shall be fully backfilled prior to framing being placed on or against the wall. Per the geotechnical report, backfill shall be inspected by the soils engineer at time of placement. Vehicles and compaction equipment shall not operate within a distance of H/2 from the wall, and shall not be parked within a distance of H from the wall (‘H’ being the height of the wall). Where the requirements of the soils report are more restrictive, they shall govern. 3.11 Epoxy/Adhesive: a) Install only where specifically detailed by the Engineer. Special inspection of epoxy or adhesive applications is required. Install epoxy and adhesive anchors in accordance with the manufacturer's instructions and the requirements of the product's current ICC ESR approval report. b) Installation of adhesive anchors that are to be under sustained tension loading horizontal to vertically overhead installation shall be done by a certified adhesive anchor installer (AAI) as certified through ACI and in accordance with ACI 318 (Section 26.7.2). c) Adhesive anchors shall be installed in concrete having a minimum age of 21 days at time of anchor installation, per ACI 318 (Section 26.7.2). For installations sooner than 21 days, consult adhesive manufacturer. d) Refer to the ICC ESR report for restrictions on temperature of the base material at time of adhesive installation. 3.12 Minimum Spacing of Reinforcement Bars: a) Minimum clear spacing between parallel bars in a layer shall be one bar diameter but not less than one inch. b) For parallel reinforcement in two or more layers; bars in upper layers shall be placed directly above bars in lower layers and shall have a clear vertical distance between bars not less than one inch. c) Clear distance minimums between bars shall also apply to the bars of a contact lap splice and any adjacent bars of contact lap splices. WOOD 1. GENERAL 1.1. The framing notes on the drawings form a part of this section and have the same force and effect as written out in full herein. Refer to the architectural specifications for additional requirements. 1.2. Refer to the Statement of Special Inspections on S0.1 for information related to inspections as required by the governing building code. 2. MATERIALS 2.1. Lumber: shall be Douglas Fir-Larch, S4S, unless noted otherwise (this does not include Douglas Fir-Larch-North or Douglas Fir-South), and it shall be manufactured, graded, and bear the grade mark of WCLIB Standard Grading Rules 16 or WWPA Grading Rules; moisture content at time of installations shall not be over 19% or less than 7%. Member Grade Fb (PSI) 2x & 3x Studs & Joists No. 2 900 Posts and Beams (4x and Larger) No. 1 & Better 1,200 Glulam 24F-1.8E 2,400 LVL 2.0E 2600 LSL 1.55E 1900 PSL 2.2E 2900 a) Preservative Treatment: Lumber in contact with concrete or masonry, or where exposed to weather, moisture or soil, shall be preservative pressure-treated per AWPA Standards (or “wolmanized” for PSL members) and CBC Section 2304.12.2.7. Each piece of lumber shall bear the mark of an approved testing agency. ACQ-treated shall be used when it is exposed to weather or may come into contact with soil, moisture or “liquid” water (e.g. rain, seepage, surface run- off, etc.). Borate-treated wood may be used for interior dry conditions (such as a sill plate on a concrete or masonry wall that will be covered and waterproofed). The maximum moisture content of treated wood is 14%. When necessary to cut, notch, bore, or splice treated lumber, thoroughly paint newly cut surfaces with same preservative used in the original treatment of the lumber. b) Clearances to Soil: The floor assembly (including posts, girders, joists and subfloor) shall be of naturally durable or preservative-treated wood, in accordance with AWPA U1 (Commodity Specifications A or F) for above-ground use (per CBC 2304.12.2.6) where any of the following conditions occur: i) Wood joists or the bottom of a wood structural floor without joists are closer than 18”, or wood girders are closer than 12” to the exposed ground in crawl spaces or unexcavated areas located within the perimeter of the building foundation. ii) Wood framing members, including wood sheathing, which rest on exterior foundation walls and are less than 8” from exposed earth. 2.2. Sheathing: Shall be APA rated; thickness per plan; Panel Index (PI) or “Roof/Floor span rating” per plan, however rating shall not be less than 40/20 for floor sheathing or 24/0 for roof sheathing. Additionally, sheathing shall conform to DOC PS 1 or PS 2, CBC Section 2308.5.11, Table 2308.5.11, and to the following (or better), except where noted otherwise: a) Where sheathing may be subjected to repeated wetting and redrying or long- term exposure to weather or similar conditions: i) “Exterior Plywood” – Grade C-C or Structural 1 C-C with exterior glue, 4- ply minimum, per APA PS 1-09. b) Other conditions: i) Plywood – Grade C-D with exterior glue (aka “CDX”), Exposure 1 and 4- ply minimum, per APA PS 1-09. ii) Composite Panel, Oriented Strand Board (OSB), or other Mat-Formed Structural-Use Panel – Exposure 1, per APA 1-09 or 2-10. iii) Where “Structural 1” (or “Struct 1” or “ST1”) is required per the plans, use Grade Structural 1 sheathing per APA PS 1-09 or 2-10. 2.3. Rough Hardware: a) Nails: Provide common wire nails as indicated in the Fastening Schedule (CBC Table 2304.10.2) and the Structural Plans. See requirements below for fasteners in treated wood. b) Bolts, Nuts, Washers, Lag & Wood Screws shall be of standard manufacture, conforming to the National Design Specification (NDS) of the American Forest & Paper Association (AF&PA), 2018 Edition. Hardware exposed to weather, soil or liquids shall be hot dip galvanized or stainless steel. Bolts shall conform to ASTM A307 or F1554 Grade 36, unless noted otherwise. c) Framing Connectors: i) Metal connectors for wood construction shall be Simpson Strong-Tie, or approved equal, unless noted otherwise. Product callouts on plans refer to Simpson Strong-Tie model number and KC Metals reference number. Approved Equals may only be used with prior approval from the Building Department and the Engineer. ii) Provide the type of nails specified by the manufacturer and fully drive nails into all holes of the connector (including round and triangular holes), unless specifically noted otherwise on the plans. iii) Connectors shall be galvanized or have another factory-applied protective finish. iv) Connectors and hardware exposed to weather shall have minimum G185 factory galvanized coating (or equivalent) or shall be post hot-dip galvanized or shall be stainless steel. v) Connectors in contact with pressure-treated or fire-retardant treated wood shall be minimum G185 factory galvanized coating (or equivalent) or shall be post hot-dip galvanized or shall be stainless steel per CBC 2304.10.6. [Exception: If pre-approved by the Building Department, G90 or standard coating shall be allowed.] vi) Bolts shall conform to ASTM A307 or F1554 Grade 36 unless noted otherwise. vii) Substitute LTP5 connectors for LTP4 connectors in cases where plywood thickness prevents all nails in the LTP4s from being driven into solid wood framing as detailed. (If the LTP5 nails cannot be driven into solid wood framing, contact T&S.) d) Powder-Actuated or Power-Driven Fasteners (or “Shot Pins”): i) Shall be by Hilti Inc., Simpson Strong-Tie or approved equal. Product and installation shall be per the manufacturer's respective ICC report: ICC ESR-2379 (Hilti X-P), ICC ESR-2811 (Simpson GDP), or per approved equal. ii) Shank diameter of shot-pins shall be 0.145" min. , with a min. 3/4” diameter washer and 1 1/4” embedment (UNO). iii) Shotpins may be used for attachment of miscellaneous furring, framing, and interior non-bearing walls to concrete or masonry. (Anchor bolts, per the “Foundations & Concrete” section of these specifications, must be used for sill plates in shearwalls and bearing walls.) e) Strong-Drive WSNTL SUBFLOOR Screws are recommended to be used in lieu of nails specified on the plans for attachment of floor and roof sheathing, unless specifically prohibited otherwise. Screws must be by Simpson Strong-Tie and installed in strict accordance with ICC ESR-1472. Substitutions by other manufacturers will only be allowed if substitute has an ICC approval with shear values equal to or greater than those in ESR-1472. Refer to the General Notes on the Structural Title Sheet. 3. EXECUTION 3.1. General Installation Requirements: Fabricate, size, install, connect, fasten, bore, notch, and cut wood and plywood with joints true, tight, and well-nailed, screwed or bolted as required, members to have solid bearing without being shimmed, unless noted otherwise. Set horizontal members subject to bending with the crown up. Install framing plumb, square, true and cut for full bearing. Splices are not permitted between bearings. Use full lengths unless otherwise specified. Notching, drilling, splicing, or cutting of any structural member is not permitted without prior approval. Reinforce or replace wood framing members damaged by erroneous cutting as directed by the engineer. Perform cutting for other trades under the direction of trade involved. Whenever necessary to avoid splitting, sub-drill for nails and screws with the diameter of the hole smaller than that of nails or screws. 3.2. Nailing: Conform to CBC Table 2304.10.2, unless specifically noted otherwise. Nail plywood as specified on the plans with perimeter nails not closer than ½” from the edges. Do not overdrive nails through the face grain of the plywood; over-driven plywood nails may result in rejection and replacement of plywood panel by Inspector or Engineer. Except for plywood, nails shall not be driven closer together than half their length nor closer to the edge or end of lumber than one-quarter their length. The penetration of nails or spikes into pieces receiving the point shall not be less than half the nail length, except that 16d may be used to connect pieces of 2" nominal thickness. 3.3. Lag Screws: Install lag bolts (or “screws”) with the base of the head flush with the surface of the connected member. Bore lead holes approximately three-quarters of the diameter and same depth as shank (except when not required by the manufacturer, such as for Simpson SDS Screws). Provide a standard washer under the head of the lag when bearing upon wood. Install by using a wrench, not by driving with a hammer. Soap or other lubricant shall be used on the lag screws or in the lead holes to facilitate insertion and prevent damage to the lag screws. 3.4. Bolts: Drill bolt holes 1/32" to 1/16" larger than bolt diameter such that bolts fit tight. Provide standard washers under the heads and nuts when bearing upon wood. When bolting multiple members together, the threaded portion of the bolt may not extend more than 1/4 of the bolt bearing area. Holdown bolts shall be torqued tight. The inspector is to verify that the bolts are installed and tight. 3.5. Hardware Approvals: The following hardware shall be installed per the appropriate ICC (ESR) and IAPMO (ER) approvals listed below. (Verify current report number with the mfr. For hardware not listed, obtain report numbers from the mfr.) HTT, LTP4, RSP4 & UFP10: per ER-130, ICC ESR-2606, ESR-2613, ESR-2616 HDU, HDQ, HHDQ, & DTT2: per ESR-2330 LU, LUP, AB, EPB & LCB/CB: per ESR-3096, ESR-2549, & ER-3050 HGUS,IUS,HHGU,HU, and HUC: per ESR-2549, & ESR-2552 SSTB & SB anchors: per ESR-2611 SDS Screws: per ESR-2236 Straps & Ties (CMST, CS, MST, L3, T2, H, LST & others): per ICC ESR-2105, ESR-2613, & ESR-2920 3.6. Sills on Concrete or Masonry: Anchor per “Foundations & Concrete” section of the Specifications. Tighten with washers and nuts to level bearing. Use pressure treated lumber per “Wood” Section of the Specifications. 3.7. Wood Stud Walls, Partitions, and Furring: Use studs of sizes and spacing shown on the plans, with single plate at bottom and doubled plate at top unless otherwise shown. Stagger joints in double members at top plate by at least four feet and splice joints per structural details. Studs shall be continuous between top and bottom plates, unless specifically noted otherwise. Additionally: a) Wall Stud Sizes: (Unless specifically noted otherwise on the plans.) Use 2x4 studs at 16” o.c. for walls less than 10’-0” tall. Walls 10’-0” to 16’-0” tall shall be constructed of 2x6 studs at 16” o.c. Request specifically engineered wall details for walls greater than16’-0” tall. b) Blocking: Provide min. one row of nominal 2" thick blocking of same width as stud, fitted snugly and spiked into studs at mid-height of partitions or walls over 6'-0” high. Provide blocking at a maximum spacing of 6’-0” o.c. Cripple walls (or “pony walls”) less than 14" in height shall be solid blocking. c) Notching: In exterior and bearing walls, notches in studs shall not exceed 25% of the stud depth (7/8” for 2x4 and 1 3/8” for 2x6). Non-bearing partition walls may be notched not greater than 40% of the stud depth. d) Drilling Holes: In exterior and bearing walls holes in studs shall not exceed 40% of the stud depth (1 3/8” for 2x4 and 2 1/4” for 2x6). Non-bearing partition walls may be drilled not greater than 60% of the stud depth. e) Angles and Overhangs: Form corners (and where stud partitions and wood vertical furring meet) with blocked triple studs or as detailed. Form openings in wood partitions with double studs at each side, and 4x headers across top resting on short studs at each end. Headers shall be 4x6 min., unless noted otherwise on the plans. f) Bearing: Provide a minimum of 1½" of bearing for headers unless noted otherwise on plans. Members bearing on prefabricated hangers are to have full bearing and nailing per manufacturer’s specifications. 3.8. Posts: Posts on upper levels shall be stacked on posts of equal size at levels below, unless a larger post is specified on the plans. Blocking shall be used to fully transfer the post area through floors. This arrangement shall continue until the post is supported by a designed beam or the foundations. Posts inside walls shall bear on sill plates, and isolated posts shall be seated in Simpson post or column bases, unless noted otherwise on the plans. Posts shall be continuous between top and bottom plates, unless specifically noted otherwise. Headers framing into continuous posts without trimmer studs shall be supported in Simpson HUC hangers unless noted otherwise on the plans. 3.9. Floor Framing: Provide wood joists as indicated laid with the crown up and with a minimum of 1½" end bearing unless otherwise shown. Wood floors shall be level to within 1/8" in 48" (or ¼" in 96"). Additionally: a) Bridging/Blocking: Provide min. 2x thick solid blocking of same depth as the joists, cut in between the joists under walls and partitions where the wall or partition is perpendicular to the floor framing. Also provide min. 2x thick solid blocking or approved bridging between the joists at a spacing of not greater than 8'-0" o.c. Provide blocking at plywood panel edges, unless noted otherwise (see below). b) Bridging/Blocking in I-Joist Framing: When using I-joists, additional solid blocking or cross-bridging at 8’-0” o.c. may not be required. In I-joist floors, install blocking or cross-bridging in accordance with the manufacturer’s specifications, and only omit the blocking or cross-bridging when specifically allowed by the manufacturer. Note that blocking is required at supports, under walls, and in other locations specified herein and on the plans. c) Spacing: Space wood joists as indicated on plans. Provide a double joist under partitions that lie parallel to framing. d) Headers, Tail and Trimmer Joists: Unless notes otherwise, provide doubled header joists and single tail joists installed with joist hangers, and doubled trimmer joists where supporting header joists. e) Floor Sheathing: Install with the face grain across supports, end supports staggered and the edges of sheets centered over supports. Provide min. 2x thick blocking of the same depth as the joists or 3x4 flat blocking under plywood edges, unless noted otherwise. (Full-depth blocking is required under walls.) Glue to joists and fully nail, while glue is still wet, with common nails per the plans. Floor sheathing shall be 3/4” thick unless noted otherwise, although 1- 1/8” T&G sheathing is recommended for improved floor performance. Sheathing installation shall conform to APA recommendations. f) Use LU hangers for sawn lumber framing, unless noted otherwise per plan. Provide hangers to match framing member size. November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCE City of San Luis Obispo Building & Safety Division September 05, 2024 Sheet No.: Drawing Notes: The use of these plans shall be restricted to the original site for which they were prepared, and publication thereof is expressly limited to such use. Reproduction or publication by any method, in whole or in part, is prohibited.Title to these plans remains with T&S Structural without prejudice. See the General Notes for additional restrictions. Visual contact with these plans and specifications shall constitute prima facie evidence of the acceptance of these restrictions. DO NOT SCALE THESE DRAWINGS. See the Architectural plans for dimensions. The Contractor shall verify and be responsible for all dimensions and existing conditions on the job and shall report any discrepancies to the Engineer and the Architect for resolution prior to commencing with the work in question. © 2024 T&S Structural Issued Date: Property Manager: 1626 Osos Street San Luis Obispo, CA 93401 1626 OSOS STREET RETAINING WALL RETROFIT Project Name: California-West, Inc. 1380 Broad Street #1 San Luis Obispo, CA 93401 (805) 543.9119 Scale: Job No: 240209 Sheet Title: Engineer: 800.579.3881 www.tsstructural.com HEADQUARTERS: 684 Clarion Court San Luis Obispo, CA 93401 SAN LUIS OBISPO PASADENA SANTA BARBARA NORTHERN CALIFORNIA Project Engineer: MAM Checked By: BHR Initial Submittal 08.07.2024 ESSIONA L E NGI NEERFORPDERETSIGER LIVCI CA L I F O R NIAFO T A TS E C 63445 S KOORTERB PRINCIPAL Plan Check Revisions 08.29.20241 S1.1 - TYP. STRUCTURAL DETAILS 37 51 82 101 124 150 178 3000 PSI 4000 PSI 16 20 29 40 65 81 98 119 141 17 23 33 46 75 94 113 137 163 CONC. f'c BAR SIZETYP. REINFORCEMENT DETAILS LAP SPLICE LENGTH PER SCHEDULE HL November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCE City of San Luis Obispo Building & Safety Division September 05, 2024 Sheet No.: Drawing Notes: The use of these plans shall be restricted to the original site for which they were prepared, and publication thereof is expressly limited to such use. Reproduction or publication by any method, in whole or in part, is prohibited.Title to these plans remains with T&S Structural without prejudice. See the General Notes for additional restrictions. Visual contact with these plans and specifications shall constitute prima facie evidence of the acceptance of these restrictions. DO NOT SCALE THESE DRAWINGS. See the Architectural plans for dimensions. The Contractor shall verify and be responsible for all dimensions and existing conditions on the job and shall report any discrepancies to the Engineer and the Architect for resolution prior to commencing with the work in question. © 2024 T&S Structural Issued Date: Property Manager: 1626 Osos Street San Luis Obispo, CA 93401 1626 OSOS STREET RETAINING WALL RETROFIT Project Name: California-West, Inc. 1380 Broad Street #1 San Luis Obispo, CA 93401 (805) 543.9119 Scale: Job No: 240209 Sheet Title: Engineer: 800.579.3881 www.tsstructural.com HEADQUARTERS: 684 Clarion Court San Luis Obispo, CA 93401 SAN LUIS OBISPO PASADENA SANTA BARBARA NORTHERN CALIFORNIA Project Engineer: MAM Checked By: BHR Initial Submittal 08.07.2024 ESSIONA L E NGI NEERFORPDERETSIGER LIVCI CA L I F O R NIAFO T A TS E C 63445 S KOORTERB PRINCIPAL Plan Check Revisions 08.29.2024 S1.2 - TYP. STRUCTURAL DETAILS Rows 1 1/2" (16) 16d Nails Between Splices in 2x4 Walls, (24) 16d Nails Between Splices in 2x6 Walls November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCE City of San Luis Obispo Building & Safety Division September 05, 2024 NSheet No.: Drawing Notes: The use of these plans shall be restricted to the original site for which they were prepared, and publication thereof is expressly limited to such use. Reproduction or publication by any method, in whole or in part, is prohibited.Title to these plans remains with T&S Structural without prejudice. See the General Notes for additional restrictions. Visual contact with these plans and specifications shall constitute prima facie evidence of the acceptance of these restrictions. DO NOT SCALE THESE DRAWINGS. See the Architectural plans for dimensions. The Contractor shall verify and be responsible for all dimensions and existing conditions on the job and shall report any discrepancies to the Engineer and the Architect for resolution prior to commencing with the work in question. © 2024 T&S Structural Issued Date: Property Manager: 1626 Osos Street San Luis Obispo, CA 93401 1626 OSOS STREET RETAINING WALL RETROFIT Project Name: California-West, Inc. 1380 Broad Street #1 San Luis Obispo, CA 93401 (805) 543.9119 Scale: Job No: 240209 Sheet Title: Engineer: 800.579.3881 www.tsstructural.com HEADQUARTERS: 684 Clarion Court San Luis Obispo, CA 93401 SAN LUIS OBISPO PASADENA SANTA BARBARA NORTHERN CALIFORNIA Project Engineer: MAM Checked By: BHR Initial Submittal 08.07.2024 ESSIONA L E NGI NEERFORPDERETSIGER LIVCI CA L I F O R NIAFO T A TS E C 63445 S KOORTERB PRINCIPAL Plan Check Revisions 08.29.2024 WALL TO EXISTING WALL 6200302.15.02Copyright ©New Existing 2x4 S2.1 7 S2.1 HDU22-2x4 S2.1 HDU22-2x4 S2.1 HDU22-2x4 S2.1H DU22-2x4 S2.1 HDU22-2x4 S2.1 12'0" Min. 2 4'0" Min. 2 4'0" Min. 2 November 1, 201 November 2, 201 November 6, 201 November 8, 201 REVIEWED FOR CODE COMPLIANCE City of San Luis Obispo Building & Safety Division September 05, 2024 Permit #Type Work Class Status Description Apply Issue Finalize Address Parcel BLDG-L00258-1-1947 Building Alt/Addition - Commercial Finaled Pre-Foxpro. REPAIR FIRE DAMAGE 1947-10-03 1947-10-03 1947-10-03 1626 OSOS 003-553-013 BLDG-L03483-1-1960 Building Alt/Addition - Multi Family Finaled Pre-Foxpro. REPAIR FIRE DAMAGE 1960-09-13 1960-09-13 1960-09-13 1626 OSOS 003-553-013 ENCR-L01333A-1987 Encroachment Right of Way Finaled REMOVE AND REPLACE SIDEWALK IN CONJUNCTION WITH SEWE 1987-06-26 1987-06-26 1987-07-26 1626 OSOS 003-553-013 BLDG-1854-2017 Building Foundation Only Finaled REPAIR TO FAILED FOUNDATION 2017-10-04 2018-02-20 2018-04-05 1626 Osos 003-553-013 ENCR-1765-2023 Encroachment Right of Way Finaled Stage to trim trees for building clearance. All work to be done to City Standard Specifications & Engineering Standards. Traffic and pedestrian controls must be per City Appendix G & MUTCD Standards. Call the Public Works inspection hotline at 805-781-7554 two working days prior to the start of work and one working day prior to each subsequent inspection. Permittee is responsible for calling for final inspection so the permit can be closed. 2023-07-12 2023-07-12 2023-07-26 1626 Osos 003-553-013 BLDG-2014-2024 Building Foundation Only Issued Foundation Repair/replacement 2024-08-28 2024-10-31 1626 Osos 3 003-553-013 BLDG-2014-2024 Building Foundation Only Issued Foundation Repair/replacement 2024-08-28 2024-10-31 1626 Osos 6 003-553-013 BLDG-2014-2024 Building Foundation Only Issued Foundation Repair/replacement 2024-08-28 2024-10-31 1626 Osos 5 003-553-013 BLDG-2014-2024 Building Foundation Only Issued Foundation Repair/replacement 2024-08-28 2024-10-31 1626 Osos 4 003-553-013 BLDG-2014-2024 Building Foundation Only Issued Foundation Repair/replacement 2024-08-28 2024-10-31 1626 Osos 1 003-553-013 Permits 5/1/2026 4:51:56 PMPage 1 of 3 Property History: 1626 osos Permit #Type Work Class Status Description Apply Issue Finalize Address Parcel BLDG-2014-2024 Building Foundation Only Issued Foundation Repair/replacement 2024-08-28 2024-10-31 1626 Osos 8 003-553-013 BLDG-2014-2024 Building Foundation Only Issued Foundation Repair/replacement 2024-08-28 2024-10-31 1626 Osos 003-553-013 BLDG-2014-2024 Building Foundation Only Issued Foundation Repair/replacement 2024-08-28 2024-10-31 1626 Osos 2 003-553-013 BLDG-2014-2024 Building Foundation Only Issued Foundation Repair/replacement 2024-08-28 2024-10-31 1626 Osos 7 003-553-013 ENCR-1698-2025 Encroachment Utility Company - Blanket Maint Work Issued After-the-fact permit for SoCal Gas for gas leak repair. Final paving is still required for this permit to be finaled. Work required (1) 3'x2' asphalt cut. All work to be done to City Standard Specifications & Engineering Standards. Traffic and pedestrian controls must be per the approved and attached plans and City Appendix G & MUTCD Standards. Call the Public Works inspection hotline at 805-781-7554 two working days prior to the start of work and one working day prior to each subsequent inspection. Permittee is responsible for calling for final inspection so the permit can be closed. 2025-07-22 2025-07-22 2025-08-11 1626 Osos 003-553-013 Plans Plan #Type Work Class Status Description Apply Complete Address Parcel OCC-2003-(OCC- 1630-03) Occupancy Home Occupation Approved MOBILE AQUARIUM MAINTENANCE SERVICE 2003-02-12 2003-02-19 1626 OSOS 5 003-553-013 OCC-2006-(OCC- 2163-06) Occupancy Home Occupation Approved INTERIOR DESIGN - OFF PREMISES 2006-02-10 2006-02-23 1626 OSOS 7 003-553-013 5/1/2026 4:51:56 PMPage 2 of 3 Property History: 1626 osos Plan #Type Work Class Status Description Apply Complete Address Parcel OCC-2010-(OCC- 3035-10) Occupancy Home Occupation Import HOME OFFICE FOR MOBILE MUSICAL ENTERTAINMENT & DJ SERVICE 2010-12-21 1626 OSOS 1 003-553-013 PLOCC-112525-2014 Occupancy Space Occupancy Approved 1626 2 Osos 2014-07-30 1626 Osos 2 003-553-013 PLOCC-121182-2014 Occupancy Space Occupancy Approved 1626 5 Osos 2014-07-30 1626 Osos 5 003-553-013 PLOCC-141652-2014 Occupancy Space Occupancy Approved 1626 4 Osos 2014-07-30 1626 Osos 4 003-553-013 PLOCC-126288-2014 Occupancy Space Occupancy Approved 1626 8 Osos 2014-07-30 1626 Osos 8 003-553-013 PLOCC-106768-2014 Occupancy Space Occupancy Approved 1626 3 Osos 2014-07-30 1626 Osos 3 003-553-013 PLOCC-122389-2014 Occupancy Space Occupancy Approved 1626 7 Osos 2014-07-30 1626 Osos 7 003-553-013 PLOCC-140944-2014 Occupancy Space Occupancy Approved 1626 6 Osos 2014-07-30 1626 Osos 6 003-553-013 PLOCC-115355-2014 Occupancy Space Occupancy Approved 1626 Osos 2014-07-30 1626 Osos 003-553-013 PLOCC-108471-2014 Occupancy Space Occupancy Approved 1626 1 Osos 2014-07-30 1626 Osos 1 003-553-013 PLOCC-130970-2014 Occupancy Structure Occupancy Approved 1626 Osos 2014-07-30 1626 Osos 003-553-013 OCC-2078-2015 Occupancy Home Occupation Approved Home office for plumber 2015-09-25 2015-10-26 1626 Osos 7 003-553-013 5/1/2026 4:51:56 PMPage 3 of 3 Property History: 1626 osos