4929 SOUND AVE 2022 Plans 2025-07-02

BUILDING CODE 5. PROVIDE PROPERLY SIZED WASHERS UNDER HEADS AND 2018 INTERNATIONAL BUILDING CODE NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. S D FLOOR LOAD G. PROVIDE 3"x3"x0.229" WASHERS AT ALL ANCHOR BOLTS. A F DEAD LOAD : 12 psf 7. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS LIVE LOAD: 40 psf I # I G" UNLESS NOTED OTHERWISE. LAG BOLT PILOT HOLES U) SHALL BE PRE-DRILLED TO GO% OF THE NOMINAL DIAMETER OF C N ROOF LOAD THE LAG BOLT UNLESS NOTED OTHERWISE. p DEAD LOAD: 15 psf FLAT ROOF SNOW LOAD: 135p5f 8. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH 0 SNOW EXPOSURE FACTOR (Ce): 1 . 1 5#8" MINIMUM DIAMETER BOLTS SPACED AT A MAXIMUM OF J U) SNOW LOAD IMPORTANCE FACTOR (Is): 1 .0 48" ON CENTER. BOLTS MUST BE EMBEDDED A MINIMUM OF 7" B Q �'o N THERMAL FACTOR (Ct): I . I INTO CONCRETE OR MASONRY. SEE PLANS AND DETAILS a� o FOR 00 W PO REQUIREMENTS WHERE APPLICABLE. WIND DESIGN DATA 'U) y3 I . BASIC WIND SPEED: I 10 MPH 9. RIM JOIST IS TO BE I I #4" LSL MINIMUM. X Nco 2. WIND IMPORTANCE FACTOR (Iw): 1 .0 M cu w z BUILDING CATEGORY: II 10. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITION - 0 3. WIND EXPOSURE: C WALLS AND SOLID BLOCKING UNDER PERPENDICULAR PARTITION a 4. KA = 1 .37 WALLS. 5. INTERNAL PRESSURE COEFFICIENT: NA G c G. APPLICABLE WIND PRESSURE FOR 1 1 . CONTACT THIS OFFICE PRIOR TO MAKING ANY CHANGES TO H L L- COMPONENTS AND CLADDING: NA THESE DETAILS � E SESIMIC DESIGN DATA GENERAL 1 . SEISMIC IMPORTANCE FACTOR: 1 .0 •' *. .'ti ' '• =. 1 . ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE :•a •, SEISMIC USE GROUP: I ',.. ,• : : . : . •: .,� . ;. , CONTRACT DRAWINGS. :. . .' ' '4. ' . - • 2. SPECTRAL RESPONSE ACCELERATION (55): 1 37.9% G •': '. . • .. a • . -- 3. SITE CLASS: D (ASSUMED) ••' • 4. SPECTRAL RESPONSE COEFFICIENTS (5D5): 110.3%G 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR ; i. '•.' •. , .a . . ___ SHALL BE RESPONSIBLE FOR THE 5AFETY OF THE BUILDING. •' 5. SEISMIC DESIGN CATEGORY: D THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, No. Date By Revision G. BASIC SEISMIC-FORCE-RESISTING SYSTEM: SHEARWALLS BRACING AND GUYS IN ACCORDANCE WITH ALL NATIONAL, 7. DESIGN BASE SHEAR: SEE CALCULATIONS ® STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST DOUBLE TOP PLATE W/ EDGE NAILING © HOEDOWN PER SCHEDULE AND 8. SEISMIC RESPONSE COEFFICIENT (Cs): 0. 17 BE APPROVED PRIOR TO ERECTION. (STAGGER) PLAN (HDQB-SD03 SHOWN) SHEARWALLS QH COORDINATE ALL STUD AND 9. RESPONSE MODIFICATION FACTOR (K): G.5 (WOOD © SHEARWALL EDGE NAILING AT ALL PANEL I O. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA EDGES. BLOCKING AT ALL PANEL EDGES PLATE SIZES w/ SHEARWALL FORCE PROCEDURE STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA WHERE APPLICABLE. SCHEDULE REQUIREMENTS PRIOR TO ERECTION. © EDGE NAILING TO HOLDOWN POST (FULL rq HEIGHT) STAGGER INTO DOUBLE STUDS OJ EDGE NAILING TO POSTS, TRIM 0 fKAMING LUMBER 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL O STUDS @ 16" ON CENTER STUDS, AND KING STUDS LLI N LJ I . FRAMING LUMBER SHALL B �E HEM-FIR NO. 2. GRADES CONSTRUCTION PROCEDURES INCLUDING LAGGING, SHORING QE PRESSURE TREATED SILL PLATE WITH BEARING STUD FOR HEADER U > 0 ) ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS. AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, EDGE NAILING AND ANCHOR BOLTS PER z Q LUMBER TO BE GRADE MARKED PER WCLIB STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, SHEARWALL SCHEDULE. © RIMJOIST TO BE 1Y2" MIN L,J 0 Q SPECIFICATIONS. STATE AND LOCAL SAFETY ORDINANCES. ATOP PLATE SPLICE NAILING TO BE (8) 16d THICKNESS AT ALL 0 SINKERS (MIN). LAP 48" MINIMUM. CENTER SHEARWALLS - z 2. STRUCTURAL SHEATHING SHALL BE APA RATED 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SPLICE ON STUD. W PLYWOOD, EXPOSURE I SHEATHING CONFORMING TO COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK EITHER COMMERCIAL STANDARDS P5 1 -83, APA PKP- 1 08, ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ry O OR VOLUNTARY PRODUCT STANDARD P5E-92. PROVIDE A ATTENTION OF THE ENGINEER AND BE RESOLVED BEFORE STD . SHEARWALL ELEVATION W RIM W MINIMUM OF 3/8" EDGE DISTANCE ON ALL NAILS AND %8" PROCEEDING WITH THE WORK. 1 SCALE: Y2"=1 '-0" z EXPANSION JOINT BETWEEN ALL PANEL EDGES. MINIMUM G. SHOP DRAWINGS FOR PREFABRICATED TRUSSES AND Q N LW SHEATHING REQUIREMENTS ARE AS FOLLOWS: MANUFACTURED FLOOR JOISTS SHALL BE SUBMITTED TO THE ROOF SHEATHING TO BE '9" INT-APA RATED ENGINEER FOR REVIEW PRIOR TO FABRICATION. PLYWOOD OR 7/ " 05D WITH EXTERIOR GLUE P. 6 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF w 40/20. NAIL WITH 8d NAILS AT G" ON CENTER AT CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY G PANEL EDGES AND 12" ON CENTER AT INTERMEDIATE MEMBERS. INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS 34 SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED 383 SUB FLOORING TO BE TONGUE AND GROOVE C-D SUBJECT TO REVIEW BY THE ENGINEER. QpN� INT-APA RATED PLYWOOD OR 05B WITH EXTERIOR 8, ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL \ GLUE, P.I. 48/24. GLUE AND NAIL WITH I Od NAILS OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED JUL O 7 2022 AT G" ON CENTER AT PANEL EDGES AND 1211 ON CENTER AT INTERMEDIATE MEMBERS. OUT. Drawn By. CCC 3. NAILING SHALL CONFORM TO TABLE 2304.9. 1 OF THE 9• COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL Checked By. CCC INTERNATIONAL BUILDING CODE UNLESS NOTED DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS Date: 06-08-24 OTHERWISE. USE COMMON NAILS THROUGHOUT UNLESS REQUIRED FOR DUCTS, PIPES, PIPE SLEEVES, ELECTRICAL 9557 NOTED OTHERWISE. CONDUITS, AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK. 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED STRUCTURAL UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING 10. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER NOTES BY THE STRUCTURAL ENGINEER. STANDARD DETAILS FOR HEATERS, MECHANICAL EQUIPMENT, VENTS, DUCTS, PIPING, ETC. ALL SUSPENDED MECHANICAL EQUIPMENT SHALL BE SWAY OK LATERALLY BRACED S - 1 . 0