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 <br />2 5/8"Ø X 12"AB@ 48" o.c. <br />12" wide X 24" deep <br />2 # 4 T&BCF :115/8"Ø X 12"AB@ 24" o.c. <br />(E)CF <br />4 <br />3 5/8"Ø X 10"AB@ 24" o.c. w/SET-XP <br />(PER ESR - 2508) <br />FOUNDATION NOTES <br />- PLATE WASHERS ARE REQUIRED FOR ALL HOLD DOWNS. <br />- HOLDOWNS CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE 0.229"x3"x3" STEEL PLATES <br /> MASONRY= SPACED MAXIMUM OF 4' APART. <br /> IN PLACE PRIOR TO FOUNDATION INSPECTION <br />- HOLDOWN HARDWARE MUST BE SECURED <br />- PROVIDE SPECIAL INSPECTION FOR <br />- ANCHOR BOLTS SHALL BE EMBEDDED AT LEAST 7" INTO CONCRETE OR <br />- ANCHOR BOLTS REQUIRED AT MAXIMUM OF 12" FROM CORNERS, OPENINGS AND SPLICES <br />- A CORROSION-RESISTANT 26-GAGE MIN. WEEP SCREED SHOULD BE PROVIDED AT OR <br /> SHOULD BE PLACED AT MINIMUM OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS 1512.1.2 <br /> BELOW THE FOUNDATION PLATE LINE ON ALL EXTERIOR STUD WALLS AND <br />ALL SIMPSON ET EPOXY APPLICATIONS <br /> TIGHT & 1/2 WRENCH TURN JUST PRIOR TO COVERING THE WALL FRAMING. <br /> WASHERS ON THE POST OPPOSITE THE HOLD DOWN. HOLD-DOWNS SHALL BE FINGER <br />- IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED,A SOILS INVESTIGATION REPORT MAY BE REQUIRED <br />- FOUNDATION SILLS SHALL BE NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD <br /> WITH FULL HEADS UNLESS OTHERWISE APPROVED. <br /> SHEAR WALLS AND DIAPHRAGMS SHALL BE COMMON NAILS <br />- FASTENERS FOR WOOD STRUCTURAL PANEL SHEATHING ON <br />FRAMING NOTES <br />PROVIDE THE FOLLOWING: <br />a) 3x FOUNDATION SILL PLATES. <br /> BOLTS. 2304.9.5 <br />c) 1/2" EDGE DISTANCE FOR PLYWOOD BOUNDARY NAILING.. <br />e) SQUARE PLATE WASHERS SHALL BE USED WITH ALL ANCHOR <br /> 5/8" BOLT-3x3x0.229" <br />- ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE <br />COMMON NAILS OR GALVANIZED BOX." <br />d) ALL PANEL JOINT AND SILL PLATE NAILING SHALLBE STAGGERED <br />- SOLID BLOCKING SHALL BE PROVIDED AT ALL HORIZONTAL <br /> JOINTS OCCURRING IN BRACED WALL PANELS." <br />- THE FOLLOWING APPLIES TO ALL SHEAR WALLS WITH A SHEAR <br />VALUE GREATER THAN 350 PLF. THESE WALLS SHALL BE CLEARLY <br />INDENTIFIED ON THE PLANS. <br />b) 3 x STUDS AND BLOCKS BETWEEN ADJACENT PANELS. <br /> BRONCE OR COPPER.THE COATING WEIGHTS FOR ZINC COATED FASTENERS <br /> SHALL BE HOT DIPPED ZINC COATED GALVANIZED STEEL,SILICON <br />- FASTENERS FOR PRESERVATIVE TREATED & FIRE TREATED WOOD <br /> SHALL BE IN ACCORDANCE WITH ASTM A153 <br />- PROVIDE LEAD HOLE 40%-70% OF THREADED SHANK DIA. AND FULL DIA. <br />- ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING <br />- BOLT HOLES SHALL BE DRILLED 1/32" to 1/16" OVERSIZED <br /> FOR SMOOTH SHANK PORTION <br />- PLYWOOD ROOF PANELS SHALL BE BONDED WITH INTERMEDIATE OR EXTERIOR <br /> GLUE WHERE EXPOSED TO THE WEATHER <br /> <br /> <br /> <br /> <br /> SHALL BE HOT DIPPED ZINC COATED,GALVANIZED STEEL,STAINLESS STEEL,SILICON,BRONCE OR COPPER <br />- ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED SILL PLATES <br />- GLUE LAM BEAMS MUST BE FABRICATED IN A LADBS LICENCED SHOP <br />FIELD CUTS ENDS,NOTCHES AND DRILLED HOLES SHALL BE FIELD TREATED PER AWPA -M4 <br />TO COVERING THE WALL FRAMING." <br />- HOLD-DOWN SHALL BE TIGHTENED TO FINGER TIGHT PLUS 1/2 WRENCH TURN JUST PRIOR <br />STUCCO LATH AND DRYWALL SHALL BE NAILED TO ALL STUDS AND T&B PLATES <br />STEEL PLATE WASHERS <br />-DO NOT CUT OFF OR PAINT OVER GRADE STAMP OF BEAMS <br />1) FOUNDATION: <br />a)F'ng & Pad F'ng <br />b)Anchor Bolts & Hold Downs per SW Schedule <br />2) FRAMING: <br />a)Rafters,Ceilings ,Posts & Beams <br />3) SHEAR WALLS: <br />PERIODICAL SPECIAL INSPECTION FOR : <br />1) FOUNDATION: <br />CONTINUOUS SPECIAL INSPECTION FOR : <br />a)EPOXY TIE APPLICATIONS :AB & HOLD DOWNS <br />PERIODICAL SPECIAL INSPECTION is required for wood shear walls, <br /> shear panels and diaphragms,including nailing,bolting,anchoring and other <br />fastening to other components of the seismic force-resisting system, <br />where the specified fastener spacing at panel edges is < or = 4" o.c. <br />USE 3x4 Sill Plate <br />USE 2x4 Sill Plate <br />USE (2)2x4 Sill Plate <br />2.0E PARALLAM PSL Headers & Beams :ESR-1387 <br />TIMBER: DOC 2.0 DOUGLAS FIR LARCH ( PER GRADING RULES 16 ) <br />2" X 4" AND 4" X 4" STANDARD GRADE ( VERTICAL <br />2" X 6" AND LARGER ......No. 2 GRADE ( HORIZONTAL AND <br />4" X 6" AND LARGER ......No 1 GRADE (VERTICAL AND <br />( BEAMS AND STRINGERS) HORIZONTAL MEMBERS) <br />GLUE LAMINATED: 24-V4 DF/DF. PER AITC STANDARDS. <br />STRUCTURAL STEEL: ASTM A-36 STEEL Per AISC STANDARDS <br />PIPE AND TUBING GRADE B TYPE E OR TYPE S, ASTM A501 <br />Fb = 2400 PSI. Fv = 165 psi. W = 1,800,000 <br />REPETIVE USES ) VERTICAL MEMBERS ) <br />MEMBERS ) No 2 GRADE ( HORIZONTAL MEMBERS ) <br />WELDING: AWS-E70XX Per AMERICAN WELDING SOCIETY STANDARDS <br />DESIGN CRITERIA <br />TIMBER: MAXIMUN MOISTURE CONTENT 19% <br />PLYWOOD: Doc PS-1or PS2 PER APA STANDARD. PI. 32/16 <br />FOUNDATIONS f'c = 2,500 psi <br />CONCRETE: ( STRENGTH @ 28 DAYS ) PER ACI 318 SPECIFICATIONS. <br /># 4 AND SMALLER GRADE 40 <br />PER SOILS REPORT BY:____________________________________ <br /># 5 AND LARGER GRADE 60 <br />SOIL: ALLOWABLE SOIL BEARING VALUE ( Fbrg )=__________PSF <br />REINFORCING STEEL: ASTM A - 615 PER CRSI STANDARDS <br />1,500 <br />2022 CBC TABLE 1806.2 <br />WRITTEN DIMENSIONS SHALL BE VERIFIED ON <br />THE JOB SITE. DISCREPANCIES SHALL BE <br />BROUGHT TO THE ATTENTION OF THE ENGINEER <br />PRIOR TO THE COMMENCEMENT OF ANY WORK <br />15/32 STRUCT I w/8d @ 6, 6 o.c. PI 32/16 <br />15/32 CDX PLY. w/8d @ 6, 12 o.c. PI 32/16 <br />15/32 CDX PLY. w/8d @ 6, 12 o.c. PI 32/16 <br />15/32 CDX PLY. w/8d @ 6, 12 o.c. PI 32/16 <br />2 <br />1 <br />SHEAR <br /> WALL <br />ROOF <br />DIAPHRAGM <br />A35 @ 8" o.c. <br />A35 @ 16" o.c. <br />A35 @ 16" o.c. <br />DRAG <br />STRAP <br />TOP PLATE <br />CONNECTOR <br />5/8"ØX12" AB@ 48" o.c. <br />WALL SHEATHING <br />SHEARWALL SCHEDULE <br />BOTTOM PLATE <br />CONNECTOR <br />HOLDOWN <br />REQUIRED <br />396 <br />224 <br />430* <br />280 <br />SHEAR <br />VALUE <br />SPECIAL <br />INSPECTION <br /> MAX <br />SHEAR <br />15/32 STRUCT I w/8d @ 4, 6 o.c. PI 32/16 YES <br />MST 375 15/32 STRUCT I w/10d @ 2, 6 o.c. PI 32/16 HD9B 823 870*YES <br />* THE FOLLOWING APPLIES TO ALL SHEAR WALLS WITH A LISTED DESIGN LOAD GREATER THAN 350 PLF <br />a) PROVIDE 3 X SILL PLATES FOR SILLS THAT REST ON CONCRETE OR MASONRY. <br />b) PROVIDE 3 X STUDS BETWEEN ADJACENT PANELS. IF IT IS NECESSARY TO USE 2-2X <br /> MEMBERS BETWEEN PANELS, SPECIFY 16d NAILS WITH STAGGERED NAILING, AND <br /> SPACING NO GREATER THAN THE REQUIRED PLYWOOD EDGE NAILING. <br />c) PROVIDE 1/2" EDGE DISTANCE FOR THE PLYWOOD BOUNDARY NAILING. <br />d) PLATE WASHERS ARE TO BE USED WITH ANCHOR BOLTS. <br /> 5/8" BOLT - 3 X 3 X 0.229" <br />HDU5 <br />HDU2 <br />5/8"Øx10" AB@ 24"o.c.w/SET-3G <br />- SHEAR WALL CAN BE PLACED ON INTERIOR SIDE OF WALL - SHEAR WALLS CAN BE CDX OR OSB STRUCTURAL RATED 1 ONLY <br />SS 1.29 MCER ground motion. (for 0.2 second period) <br />S1 0.46 MCER ground motion. (for 1.0s period) <br />SMS 1.548 Site-modified spectral acceleration value <br />SM1 null -See Section 11.4.8 Site-modified spectral acceleration value <br />SDS 1.032 Numeric seismic design value at 0.2 second SA <br />SD1 null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA <br />LIVE LOADS: <br />FOUNDATIONS: <br />Allowable soil bearing value = 1500 psf as per 2022 CBC table 1806.2 <br />WIND : <br />Ps=1.21x1.00x35.6 = 43 psf (28.5-3)(Simplified procedure)y Kzt ps30 <br />y = As per table in Fig. 28.5-1 ASCE 7-16 <br /> Kzt = 1.00 as per ASCE 7-16 section 26.8.2 <br />V=130 mph <br />EARTHQUAKE : <br />V=1.0x2/3x1,20x1,290x1.3 =0.21 W (Simplified Lateral Procedure) <br />6,50 <br />F Fa Ss <br />W = Building weight <br />F = 1.0 for 1 story building as per ASCE 7-16 section 12.14.8.1 <br />Fa = 1.2 <br />R = 6.5 & = 3.0 for wood shearwalls as per ASCE 7-16 TABLE 12.2-1 <br />R <br />U--o = 1.3 as per requirements of ASCE 7-16 section 12.3.4.2 <br />SEISMIC DESIGN CATEGORY = D <br />SITE CLASS = D <br />SEISMIC IMPORTANCE FACTOR = 1,0 <br />RISK CATEGORY = II <br />Cs = N/A <br />BASIC SEISMIC FORCE RESISTING SYSTEM=LIGHT FRAMED WALLS <br />DESIGN BASE SHEAR V=FxSdsxW <br />R <br />A B C D E F G H <br />ps30 <br />Exposure C <br />pitch 4:12 <br />35.6 -11.0 23 -6.0 -32.2 -21.5 -22.4 -16.5 <br />o <br />BASIC COMBINATION FOR STRENGTH DESIGN <br />7 . (0.9-0.2xSds) D + QE + 1.6H <br />o I <br />o I <br /> I <br />ROOF = 20 psf as per 2022 CBC table 1607 A.1 <br />FLOOR = 40 psf as per 2022 CBC table 1607 A.1 <br />CEILING = 10 psf as per 2022 CBC table 1607 A.1 <br />1 <br />B C D <br />1 <br />3 <br />4x4 <br />EPC <br />4 <br />4 <br />4x4EPC <br />4 <br />4 <br />4x4 <br /> PC <br />4 <br />4 <br />14x6 Hdr <br />2 <br />5 <br />5 <br />Hd <br />r <br />1 <br />3 <br />1 2" <br />x <br /> <br />9 <br /> <br />1 4" <br />P <br />S <br />L <br />BM1 3 1 <br />2" x 9 1 <br />4" PSL <br />BM <br />3 <br />3 <br />1 2" <br />x <br /> <br />9 <br /> <br />14" <br />P <br />S <br />L <br />4x4 <br />EPC <br />4 <br />4 <br />2 <br />A <br />CJ1 2x6 @16" O.C. <br />RR1 2x6 <br /> @16"oc <br />RR1 2x6 <br /> @16"oc <br />BM2 3 1 <br />2" x 9 14" PSL <br />MST37 MST37 <br />MS <br />T <br />3 <br />7 <br />MS <br />T <br />3 <br />7 <br />MS <br />T <br />3 <br />7 <br />MS <br />T <br />3 <br />7 <br />MS <br />T <br />3 <br />7 <br />1 (VIF) <br />4x6 <br />EPC <br />4 <br />6 <br />4x6EPC <br />4 <br />6 <br />5/8"ØX12" AB@ 10" o.c. <br />5/8"Øx10" AB@ 48"o.c.w/SET-3G5/8"ØX12" AB@ 24" o.c. <br />1 <br />B C D <br />1 <br />3 <br />4x4 <br />CB4 <br />4 <br />4x4HDU <br />2 <br />1 <br />2 <br />5 <br />4x4 <br />HDU <br />2 <br />2 <br />A <br />1 (VIF) <br />6x6HD1 <br />2 <br />4x <br />4 <br /> <br />H <br />d <br />r <br />MST 37 <br />MST 37 <br />5/8"Ø X 12"AB@ 10" o.c. <br />USE 3x4 Sill Plate <br />4 <br />4 <br />6x6HD1 <br />2 <br />6x6 <br />HD12 <br />6x6 <br />HD12 <br />4x4 <br />HDU <br />2 <br />4x4 <br />HDU <br />5 <br />4x4 <br />HDU <br />2 <br />4x4 <br />HDU <br />2 <br />4x4 <br />HD <br />U <br />5 <br />3 <br />1 <br />2 <br />5 5/8"Ø X 10"AB@ 48" o.c. w/SET-XP <br />USE 2x4 Sill Plate <br />5 <br />1F <br />1F <br />1F <br />1F <br />CF1 <br />CF1 <br />(E)CF <br />(E)CF <br />(E)CF <br />(E)CF <br />(E)CF <br />(E)CF <br />(E)CF <br />(E)CF <br />(E)CF <br />(E)RAISED FLOOR <br />FJ <br />1 <br /> <br />2 <br />x <br />6 <br />@ <br />1 <br />6 <br />" <br /> <br />o <br />c <br />4x4 <br />HDU <br />2 <br />24 <br />" <br />DEAD LOADS: <br />ROOF = 12 psf <br />FLOOR = 10 psf <br />CEILING = 8 psf <br />2'-6" SQ x 24" Deep <br />3 # 4 E. way F :1 <br />1F 1F <br />1 <br />MS <br />T <br />3 <br />7 <br />(2)2x6 RR (2)2x6 RR MST37 <br />MST37 <br />1 <br />4x4 <br />HDU <br />2 1 <br />4x <br />6 <br /> <br />H <br />d <br />r <br />MS <br />T <br />3 <br />7 <br />CF1 <br />CF1 <br />CF1 <br />4 <br /> ESR # 4057 <br />SPECIAL INSP. REQ'D. <br />RR <br />1 2 <br />x <br />6 <br /> @ <br />1 <br />6 <br />" <br />o <br />c <br />MST48MST48 <br />CF2 <br />CF2 <br />CF2 <br />CF2 <br />42" wide X 24" deep L= 6'-0" <br />4 # 6 T&B PLUS # 4 Ties @ 6"o.c. <br />f'c = 4,000 psi SPECIAL INSP. REQ'D. <br />CF :2 <br />42" wide X 24" deep L= 6'-0" <br />4 # 6 T&B PLUS # 4 Ties @ 6"o.c. <br />f'c = 4,000 psi SPECIAL INSP. REQ'D. <br />CF :2 <br />b)POURING 4000 psi concrete @ Grade Beam <br />USE 3"x3"x.229"