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FRAMING LUMBER CONT. <br /> 15. EXTERIOR STUD WALLS SHALL BE 2X6 ® 16" O.C.. UNLESS NOTED OTHEOVo k INVRIO♦? ITUD BEARING WALLS SHALL BE <br /> CONSTRUCTED USING 2X4 ® 16" O.C. AT UPPER TWO FLOORS AND EITHER 2X6 ® 16' O:C. OR'3X4 ® 16'. O.C. BELOW TOP TWO FLOORS. <br /> STUD NONBEARING WALLS SHALL BE CONSTRUCTED USING 2X4 ® 24" O.C.. UNLESS NOTED OTHERWISE. SEE NOTE 1 FOR LUMBER GRADES <br /> OF STUDS AND PLATES. <br /> 16. FRAMING ANCHORS FOR JOISTS, PURLINS AND POSTS SHALL BE SIMPSON, OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED IN �1It. <br /> WRITING PRIOR TO INSTALLATION. FILL ALL FASTENER HOLES WITH FASTENER TYPES (NAILS, BOLTS, ETC.), SIZES, AND QUANTITIES AS <br /> SPECIFIED BY THE MANUFACTURER. <br /> 17. ALL HEADERS SHALL BE 4XB DF#2 UNLESS OTHERWISE NOTED ON THE DRAWINGS <br /> 18. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR PLYWOOD USED IN SHEAR PANELS. <br /> p <br /> 19. CONTACT THIS OFFICE PRIOR TO MAKING ANY CHANGES TO THESE DETAILS AND NOTES. p <br /> p <br /> 20. BLOCKING SHALL BE PROVIDED AT ALL POINTS OF BEARING TO PREVENT ROTATION OF JOISTS AND BEAMS. 'U <br /> GENERAL 0 <br /> 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. <br /> Q �oN <br /> 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR ¢rn of <br /> SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. C a M I- <br /> ANY DEVIATION MUST BE APPROVED PRIOR TO ERECTION. X 3 <br /> N �«`ra <br /> 0 (o <br /> 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ` a <br /> ERECTION. o'Z w ! <br /> p Mw <br /> 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES INCLUDING LAGGING, SHORING AND ;a� <br /> PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL p <br /> SAFETY ORDINANCES. <br /> U <br /> 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL p <br /> DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK. + <br /> 6. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT (n <br /> ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE <br /> ENGINEER. <br /> o <br /> 7. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT. <br /> rc - <br /> 8. COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR <br /> DUCTS, PIPES, PIPE SLEEVES, ELECTRICAL CONDUITS, AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN m o <br /> STRUCTURAL WORK. <br /> 9. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARD DETAILS FOR HEATERS, MECHANICAL EQUIPMENT, VENTS, DUCTS, <br /> N <br /> PIPING, ETC. ALL SUSPENDED MECHANICAL EQUIPMENT SHALL BE SWAY OR LATERALLY BRACED. <br /> 10. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT i o <br /> WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE <br /> ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE. MODIFICATION TO DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT <br /> PRIOR WRITTEN APPROVAL OF THE ENGINEER. <br /> 11. ARCHITECTURAL AND MECHANICAL PLANS ARE CONSIDERED A PART OF THE STRUCTURAL DESIGN DRAWINGS AND ARE TO BE USED TO <br /> DEFINE DETAIL CONFIGURATIONS INCLUDING; BUT NOT LIMITED TO RELATIVE LOCATION OF MEMBERS, ELEVATIONS, DIMENSIONS AND (— <br /> LOCATIONS OF ALL OPENINGS, ETC. <br /> > W N <br /> W Qrn <br /> Q <br /> (�ZQ 3r. <br /> LEI w <br /> > O m <br /> LwLI M <br /> U <br /> e cOVlNc <br /> o <br /> FEB 09, 2023 <br /> Drawn By. CRL <br /> Checked By. CCC <br /> Date: 02-08-2023 <br /> SDA JOB No. <br /> 9752 <br /> STRUCTURAL <br /> NOTES <br /> S-2.0 <br />