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GENERAL NOTES 10J�` T� <br /> Sound <br /> SCOPE OF WORK �' .n -- -, 4orx[ ` <br /> Design repairs dry rot and other structural damages to beam support posts at 10 carports located throughout the apartment complex.Damaged posts will be replaced generally in 'M ,`»L„ ,`, a 18 h , .- <br /> like kind and supported with a new base connection.No change of use or increase in building area or height is proposed. �• }a �.. <br /> BUILDING CODE >� • .: >gy: e. _ ll (2 n) U <br /> ',- <br /> Design and construction shall conform to the 2018 International Building Code as adopted by the City of Everett,WA. �. ' 4t . • k, �*,. •"- <br /> Occupancy: Group U Carport / # .' .f Sr„'` Y _ IF U.I I..i'- <br /> Construction: Type V-B �"" t"'jor <br /> Height: One story p„-ems <br /> DESIGN LOADS ® 4 , <br /> Live Load: Roof 25 psf(snow) `-�. <br /> Dead Load: Roof 10 psf _- r -��� <br /> Seismic Design Category: D2 <br /> Wind: 18C Vult=97mph - <br /> SOILS aL ..--+� <br /> Soils are assumed to have a design bearing capacity of 1500 psf. <br /> + _ III I I 1 <br /> CONCRETE 4 I - I t.'. I,. <br /> Foundation concrete shal have a minimum fc of 2500psi at 28days.Reinforcing steel shall be#4,grade 40 minimum.Maintain a minimum of 3'dear from reinfordng to soil. I '1 <br /> 1 1 <br /> STRUCTURAL CONNECTORS FOR WOOD CONSTRUCTION <br /> Steel connectors and hangers shall be Simpson-Strong Tie Company,Inc.or an approved equal �r <br /> - . t <br /> PRESSURE TREATED LUMBER <br /> 1. I I <br /> Framing members shall comply with IRC R317 and AWPA U1.Fasteners and connectors shall be hot-dipped zinc coated galvanized steel,stainless steel,silicon bronze or copper <br /> in compliance with IRC R317.3 and R317.3.1 + <br /> rfih:c %'R.'-f. <br /> STRUCTURAL CONNECTORS/CONTACT WITH PRESSURE TREATED WOOD . 5 4 <br /> Steel connectors and hangers shall be Simpson-Strong Tie Company,Inc.or an approved equal - , '_g <br /> 111111111111, 4-44 <br /> SAWN LUMBER s'1 .c `:,- <br /> Species and grade shall be as follows unless otherwise noted: yb , <br /> Wall Studs ` . -- <br /> 2"to 3'thick 4'to 6"wide DForHF-Stud Grade g <br /> Wall Plates - <br /> 2'to3"thick 4`to6'wide DForHF-Stud Grade - - •`' A <br /> Roof Jdsts I ` o <br /> 2"thick and 5'and wider DF-#2Grade <br /> Beams and Posts - <br /> 4x DF•#2Grade - <br /> 6x DF•#1 Grade - <br /> General contractor is responsible for temporary shoring and bracing for the structure and structural components until all final connections have been completed in accordance with <br /> the plans. <br /> Contractor shall field verify dimensions and conditions for compatibility and shall notify the engineer of any discrepancies prior to construction. <br /> z <br /> SPECIAL INSPECTION REQUIRED FOR INSTALLATION OF TITEN SCREWS. THESE DOCUMENTS HAVE NOT BEEN <br /> APPROVED FOR THE ISSUANCE OF <br /> PUBLIC WORKS, MECHANICAL, FIRE 0 ; o <br /> SUPPRESSION, ELECTRICAL OR z <br /> PLUMBING PERMIT$. a o 0 <br /> D ECEVEll , <br /> Nov 0 9 2022 CITY OF EVERETT <br /> CITY OF EVERETT REVIEWED FOR PERMI o <br /> Permit Services <br /> � z <br /> tz, o <br /> a "-' z <br /> Permit#: B2210-038 <br /> Site Address: 10115 HOLLY DR <br /> Owner: OLIN FIELDS OWNER LLC z <br /> Tenant: OLIN FIELDS APARTMENTS <br /> App. Date: 10/14/2022 ALL, = 1 <br /> Proposed Use: COMM ALT �� <br /> Description: REPLACE 20 CARPORT POSTS �P i `�,,-fir _ <br /> QEC 0 5 1:2 ' <br /> THROUGHOUT PROPERTY. '- C-r�:. v I':;,... <br /> Reviewed By: d3'3' Date <br /> ( -a��� F'w�i711t SfVi.L "1.- ."> `�/ SHEET: <br /> X Office Set Job Site Set Fire/Planning Set ,- <br /> A-0 <br /> 11/08/2022 <br /> 0 <br />