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II <br /> BUILDING CODE <br /> 2021 INTERNATIONAL BUILDING CODE 7. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL <br /> OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED <br /> FLOOR LOAD OUT. - <br /> DEAD LOAD : 12 psf 4 <br /> LIVE LOAD: 50 psf 8. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO c N <br /> EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT <br /> SESIMIC DESIGN DATA KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE <br /> 1. SEISMIC IMPORTANCE FACTOR: 1.0 ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL <br /> SEISMIC USE GROUP: I BE REPORTED TO THE ENGINEER SO THE PROPER REVISIONS <br /> 2. SPECTRAL RESPONSE ACCELERATION (Ss):123.1% G MAY BE MADE. MODIFICATIONS TO CONSTRUCTION DETAILS <br /> ASSUMED SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL BY <br /> 3. SITE CLASS: D <br /> (ASSUMED) THE ENGINEER. <br /> 4. SPECTRAL RESPONSE COEFFICIENTS (SDS):82.5%G N <br /> 5. SEISMIC DESIGN CATEGORY: D <br /> 6. BASIC SEISMIC-FORCE-RESISTING SYSTEM: CANTILEVERED STEEL <br /> COLUMN U <br /> 7. SEISMIC RESPONSE COEFFICIENT (Cs): 0.406 o h M <br /> 8. RESPONSE MODIFICATION FACTOR (R): 1.5 SIMPSON ECCQ, U.N.O. Q a o E <br /> 9. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE <br /> PROCEDURE <br /> o 0-) <br /> FRAMING LUMBER Y m <br /> 1. FRAMING LUMBER SHALL BE HEM-FIR N0. 2. GRADES ARE U1 U cV > <br /> TYPICAL UNLESS OTHERWISE NOTED ON PLANS. LUMBER TO BE (D � <br /> GRADE MARKED PER WCLIB SPECIFICATIONS. BEAM PER PLAN -4x6 DF # 1 POST ABOVE cc <br /> 2. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD, -POST PER PLAN @ EA END OF SLIDING WALL 0+ z 3 o v p 3 <br /> EXPOSURE 1 SHEATHING CONFORMING TO EITHER COMMERCIAL W/ A34 EA SIDE Q BOTTOM r7 _ <br /> STANDARDS P51-83, APA PRP-108, OR VOLUNTARY PRODUCT POST/BEAM (ONE SIDE) >o- <br /> STANDARD PSE-92. PROVIDE A MINIMUM OF %" EDGE DISTANCE e-BEARING WALL ABOVE 0 LLJ <br /> ON ALL NAILS AND Ys" EXPANSION JOINT BETWEEN ALL PANEL / <br /> EDGES. MINIMUM SHEATHING REQUIREMENTS ARE AS FOLLOWS: . . +, <br /> o I e Cf) <br /> SUB FLOORING TO BE 34" TONGUE AND GROOVE C-D <br /> INT-APA RATED PLYWOOD OR OSB WITH EXTERIOR GLUE, <br /> P.I. 48/24. GLUE AND NAIL WITH 10d NAILS AT 6" ON SIMPSON CCQ, U.N. BEAM PER PLAN <br /> CENTER AT PANEL EDGES AND 12" ON CENTER AT POST PER PLAN ~�` <br /> INTERMEDIATE MEMBERS. -DBL JOIST INTERIOR SUPPORT <br /> 3. NAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE POST BEAM TWO SIDES} FOR SLIDING WALL POST ABOVE <br /> INTERNATIONAL BUILDING CODE UNLESS NOTED OTHERWISE. USE <br /> COMMON NAILS THROUGHOUT UNLESS NOTED OTHERWISE. nTYP. POST TO BEAM FLOOR SUPPORT AT <br /> SP CIIFICALLYTDETAILEDURAL MORRAPPROVED SHALL EIN WRIITING CUT OR OBY THE TCHED UNLESS ` CQNN UPPER POST <br /> STRUCTURAL ENGINEER. <br /> 5. PROVIDE PROPERLY SIZED WASHERS UNDER HEADS AND NUTS <br /> OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. <br /> 6. PROVIDE 3"x3"x0.229" WASHERS AT ALL ANCHOR BOLTS. <br /> 7. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS J46" (n 0 <br /> UNLESS NOTED OTHERWISE. LAG BOLT PILOT HOLES SHALL BE <br /> PRE-DRILLED TO 60% OF THE NOMINAL DIAMETER OF THE LAG LJ_I N <br /> BOLT UNLESS NOTED OTHERWISE. <br /> 8. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH Q Z G <br /> %" MINIMUM DIAMETER BOLTS SPACED AT A MAXIMUM OF 48" ON _J <br /> CENTER. BOLTS MUST BE EMBEDDED A MINIMUM OF 7' INTO O Q <br /> CONCRETE OR MASONRY. SEE PLANS AND DETAILS FOR SPECIFIC CL <br /> REQUIREMENTS WHERE APPLICABLE. LL_ <br /> 9. RIM JOIST IS TO BE HF#2 MINIMUM. <br /> 10. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITION O < <br /> WALLS AND SOLID BLOCKING UNDER PERPENDICULAR PARTITION W <br /> WALLS. <br /> 11. CONTACT THIS OFFICE PRIOR TO MAKING ANY CHANGES TO Q m <br /> THESE DETAILS. 0 W <br /> GENERAL W <br /> 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE <br /> CONTRACT DRAWINGS. <br /> 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL COMA <br /> BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE ti5 AS <br /> CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, <br /> AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE, AND <br /> LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE y <br /> APPROVED IN WRITING PRIOR TO ERECTION. B 34383 <br /> 9c��rrrEnE° <br /> 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA <br /> STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA <br /> �. <br /> PRIOR TO ERECTION. JUN 1 9 2024 <br /> 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL <br /> CONSTRUCTION PROCEDURES. Drawn By. CCC <br /> Checked By. CCC <br /> 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING Date: 06-19-24 <br /> THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. <br /> ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF <br /> THE ENGINEER AND BE RESOLVED PRIOR TO PROCEEDING WITH SDA JOB NO. <br /> THE WORK. <br /> 6210A <br /> 6. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF <br /> CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY <br /> INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, STRUCTURAL <br /> SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO <br /> REVIEW BY THE ENGINEER. NOTES <br /> S- 1 . 0 <br />