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2. <br />GENERAL STRUCTURAL NOTES <br />ALL NEW MATERIALS, WUtlqJ-IAN5HIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, <br />SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2018 EDITION). <br />ROOF LIVE LOAD (SNOW, IRREDUCIBLE, NOT INCLUDING DRIFT) 25 PSF <br />STAIR AND CORRIDOR LIVE LOAD, NON REDUCIBLE (00 PSF <br />DE61GN LOADING CRITERIA - LATERAL LOADS <br />ENCL06ED BUILDING, EXPOSURE <br />DIRECTIONAL PROCEDURE PER i <br />EARTHQUAKE <br />ROOF DEAD LOAD 14 PSF <br />WOOD FRAMED WALL DEAD LOAD (INTERIOR/EXTERIOR) 6/12 PSF <br />CONCRETE WALL DEAD LOAD (6" WALLS) 80 PSF <br />- <br />5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL <br />ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS, ERECTION PLANS AND <br />INSTALLATION OF SHORING SYSTEMS ARE THE RESPON51BILITY OF THE CONTRACTOR AND THE SHORING SUPPLIER, <br />THE SUPPORTING ON THE EX15TING STRUCTURE. <br />SHORING ,.0 <br />CHANGES IN FIELD CONDITIONS DURING CONSTRUCTION WILL REQUIRE RE-EVALUATION BY THE CONTRACTOR AND <br />THEIR SHORING <br />9. SHOP DRAWINGS FOR <br />CONNECTOR PLATE WOOD ROOF TRUSSES, <br />SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF <br />THESE ITEMS. <br />SHALL9. CONT: CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND DETAILS DRAWN BY THE FABRICATOR. SHOP DRAWING5 <br />.E MINIMUM (HALF SETS B <br />NOT BE ACCEPTED. <br />RE6UBMITTALS OF PREVIOUSLY SUBMITTED SHOP DRAWINGS SHALL HAVE ALL CHANGES CLOUDED AND DATED WITH <br />A SEQUENTIAL REVISION NUMBER. CONTRACTOR SHALL REVIEW AND STAMP ALL REVISED AND RESUBMITTED SHOP <br />DRAWINGS PRIOR TO 6U13MITTAL AND REVIEW BY THE - FOR A TURN,AROUND <br />OF AT LEAST I DAYS. <br />Tp <br />®® S4 fl' a'4zzS , 0 "O '�EOTECHNICAL � <br />12. FOUNDATION AND SLAB NOTES: 6UB-GRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND <br />FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN BY THE INDIVIDUAL TESTING <br />AGENCY OR LOCAL BUILDING OFFICIAL AT THE TIME OF EXCAVATION. <br />ALLOWABLE SOIL PRE65URE 1500 PSF (ASSUMED) <br />LATERAL EARTH PRE65URE 1 J . _ v <br />COEFFICIENT OF FRICTION 03� (ASSUMED) <br />A. ALL NEW OPENINGS THROUGH EX15TING WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING <br />WHEREVER POSSIBLE. <br />15. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY <br />OPENINGS. <br />C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF P0661 LE T <br />- §Rp <br />N Big E <br />wa <br />issue Date <br />PERMIT 4-15-2021 <br />Revisions <br />Permit Rev_ 0 <br />21 <br />A=3 <br />y 0._ <br />Sheet No. <br />1 1 of 6 1 <br />