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PLYWOOD SHEATHING W/ 10d COMMON NAILS SIMPSON A23 @ 6" E.N., 12" I.N. lOd @ 6" O.C. TO TOP PLATE PLYWOOD SCAB W/ 3-10d NAILS TRUSS MEMBER A] SLOPE 2-1Od @ 12" @ EA. STUD EXTENDED TO 2x W/ 2-10d REF. ARCH. O.0 STAGGER 0 11 0 TOP/PARAPET, TYP. Architecture / Development 2x8 STUDS NAILS SHAPED SII @ 16" O.C. TO PLYWOOD 2x STUDS @ 24" I OR 16" O.C. 0 II B.N. 14901 Quorum Drive MANUFACTURE SHAPED 1Y8" (MATCH STUD WALL) STRAP PLYWOOD Suite 300 REF. PLAN x ROOF PLYWOOD @ 16" DECK CD Dallas Texas 75254 PLATES TRUSS O.C. W/ 8d TOE - Ph: (972)239-8884 2x8 CONT. NAILS EA. SIDE •'ll•• T.O. 2x & _ __ TO 2x CONT. 11 Fax: (972)239-5054 BLKG. W/ T.O. EDGE/TPLYW00D 10d @ 6" O.C. SHEATHING U U ISSUE RECORD 2x4 CONT. W/ DATE DESCRIPTION 2-16d NAILS PLYWOOD SCAB PLYWOOD URBAN DESIGN PROTOTYPE 10d x1Y" @ TO EA. STUD W/ 3-10d SHEATHING 7-10-2020 ISSUED FOR PERMIT 6" O.C. (TYP.) NAILS EA. STUD REF. SCHEDULE 2x12 BLKG. W/ 2x4 CONT. W/ FINISH A34 CLIP EA. END 3-16d NAILS REF. ARCH. MANUFACTURED TO EA. TRUSS NOTE: TRUSSES 1. SEE SIMPSON STRONG-TIE LATEST EDITION FOR SPLICE REQUIREMENTS SCALE: SCALE: SCALE: SCALE: NOT USED N.T.S. 16 SECTION 1„=1,-0„ 12 SECTION Y/4„=1 8 SECTION 1Y2"=1 4 T.O. FRAMING T.O. FRAMING ; REVISION RECORD � RIM JOIST, BEAM, TOP PLATE OR LINTEL EL.= REF. ARCH. _ EL.= REF. ARCH. OR BLOCKING ■ ■ IF APPLICABLE ■ ■ MAXIMUM WOOD SHIM 8YP D3A � DTOP BPLATE 8/SD3A LE 2x � TOP B LE 2x WITH SDS Ya" x 3Y2" SCREWS. PLATE • 1 ■ • II 1 ■ II 1/4"HOLES TO ATTACH 'll• I 'll• OPTIONAL BLOCKING ORi FRAMING O O O ♦'^ ATTACH TOP OF WALL TO TOP PLATES STUDS BY TRUSS STUDS BY TRUSS PRE-ATTACHED WITH SDS /a" x 3%" SCREWS (PROVIDED) MANUFACTURER -SEE MANUFACTURER -SEE WOOD STUDS SHOP DRAWINGS. TRUSS SHOP DRAWINGS. TRUSS STEEL PANEL MANUFACTURER SHALL MANUFACTURER SHALL PROVIDE CALCULATIONS & PROVIDE CALCULATIONS & onald HOLES PREDRILLED IN OPTIONAL PILOT HOLE SIZE (TYP. AT PARAPET STUDS FOR WIRING. SIZE (TYP. AT PARAPET PERPENDICULAR TO TRUSS) PERPENDICULAR TO TRUSS) oberts 0 0 0 0 PREFABRICATED HOLES IN STEEL w w O O O PANEL.(VARY WITH EACH MODEL) O = O = ADDITIONAL 1-1/8"DIAMETER ADDITIONAL CUTTING OF STEEL I HOLES MAY BE DRILLED THRU WALL OR ENLARGING OF EXISTING WOOD STUDS AT ANY HOLE 0 0 0 O HOLES NOT PERMITTED. X x Associates, Inc. LOCATION MATCHING ANPLYWOOD Q Q Consulting Engineers OBROUND HOLE IN SHEATHING II PLYWOOD STEEL PANEL FLANGE. ••II•• SHEATHING 11 2948 N. Stemmons Freeway •'ll'• Dallas, Texas 75247-6103 0 0 o '11ELECTRICAL BUSHINGS Phone: (214) 637-6299 AT ALL ROUND MECHANICAL HOLES. 2x8 @16" O.C. FINISH www.rara.net FINISH REF. ARCH. PROFESSIONAL SEAL REF. ARCH. —.� PLYWOOD DECK 4 SD3A --� PLYWOOD DECK • TYP. �OFESS/ 4 SD3A II MANUFACTURED . II . 1 MANUFACTURED ,�V TYP. ! ••II•• B.N. ROOF TRUSS ,'ll', B.N. ROOF TRUSS SINGLSTORY W N CONCRETE SCALE: 15 NOT USED SCALE: 11 E.N. c E 0 S� 0 C0 C N.T.S. N.T.S. E.N. ✓Vf .041650^N m DIAMETER LENGTH I 4 I e Ei�.17J311�I 1 36 STEEL STRONG-WALL ANCHORAGE SOLUTIONS FOR 4500 PSI CONCRETE ■ ■ I HS SSWAB 11 ANCHOR BOLT 2x8 @ 16" O.C.; i DESIGN ANCHOR M CRITERIA CONDITION STRENGTH ASD ■ ■ HS ON HIGH ALLOWABLE W de B.O. FRAMING __ ■ ■ STRENGTH UPLIFT Ubs) (in) (in) -- EL.=12'- 3Y2" 0 MODELS CRACKED STANDARD 17,100 30 10 (VERIFY) SEISMIC HIGH STRENGTH 35,300 47 16 UNCRACKED STANDARD 17,100 26 9 12/SD 3A 1 Vz HIGH STRENGTH 35,300 141 14 TYP. CD HEAVY HEX NUT 6,00 12 6 E.N. E.N. z FIXED IN PLACE STANDARD 12,900 20 7 PROTOTYPE VERSION le ON 17,100 25 9 ALL SSWAB CRACKED 22,600 29 10 ANCHOR BOLTS 27,400 33 11 HIGH STRENGTH 31,500 36 12 7 6U.2.67 HEAVY HEX NUT 2-2x CONT. 2-2x CONT. 35,300 ao 14 12 SD3 TOP PLATES TOP PLATES PROJECT NAME PLATE WASHER WIND 7,500 12 6 TYP. STANDARD 12,700 17 8 T SD3 I N-N-O U T a 17,100 22 9 TYP. I o HEAVY HEX NUT UNCRACKED 22,600 25 10 0 Cn 26,8°° 26 BURGER X HIGH STRENGTH 32,700 32 11 35,300 35 12 N STEEL STRONG-- MODEL NO. DIAMETER LENGTH le o WALL WIDTH NOTES: SSWAB3/4x24 3/4" 24" 19" 1. ANCHORAGE DESIGNS CONFORM TO THE 2019 CBC SECTION 1901.3 SSWAB3 4x24HS 3/4" 24" 19" AND 1905 & ACI 318-14 CH. 17 WITH NO SUPPLEMENTARY 2x STUDS @ 16" STOCKTON 12" MODEL SSWAB3 4x30 3/4" 30" 25" REINFORCEMENT FOR CRACKED OR UNCRACKED CONCRETE AS NOTED. O.C. (MAX.) SSWAB3/4x3OHS 3/4" 30" 25" 2. ANCHOR STRENGTH INDICATES REQUIRED GRADE OF SSWAB ANCHOR CALIFORNIA a SSWAB3 4x36HS 3/4" 36" 31" BOLT. STANDARD (ASTM FI554 GRADE 36) OR HIGH STRENGTH (HS) M SSWAB1x24 1" 24" 19" (ASTM A449). Q3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. U- SSWAB1x24HS 1" 24" 19" SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-14 SECTIONS 2x STUDS @ 16" 15",18",21 AND SSWAB 1 x30 1 1130" 25" 24" MODELS17.2.3.7. O.C. (MAX.) SSWAB1x3OHS 1" 30" 25" 4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B. � SSWAB1x36HS 1" 36" 31" 2x/3x CONT. 5202 PACIFIC AVE SCALE: SCALE: PLYWOOD PLYWOOD BLKG. TYP. @ SSW ANCHOR BOLTS 14 NOT USED 10 STOCKTON, CA 95207 N.T.S. N.T.S. SHEATHING SHEATHING PANEL EDGES a W WSTEEL STRONG-WALL MODELS REF. SCHEDULE REF. SCHEDULE CN & 3/SD3 TYP. & 3/SD3 TYP. v STD.WALL -STK WALL HOLDOWN TOP OF WALL �MODEL MODEL H(in) T(in) ANCHOR QTY.OF Cl) 0 0 NO. NO. BOLTS2 SCREWS' 0 N SSW24 SSW12x7 - - 80 31/2 (2) 3/4• 4 SSW15x7 - - 80 31/2 (2) P 8 0 0 0 SSW18x7 - - 80 31/2 (2) 1• 9 M SSW24 33W21x7 - - 80 31/2 (2) 1• 12 I N■N•O V T 0 SSW24x7 - - 80 31/2 (2) 1• 14 U 0 0 0 00 O SSW12x7.4 - - 851/2 31/2 (2) 3/4• 4 \BURGER a SSW15x7.4 - - 851/2 31/2 (2) 1• 8 Q O O O O SSW21 SSW18x7.4 - - 85 1/2 3 1/2 (2) 1• 9 0 0 0 3SW21x7.4 - - 851/2 31/2. (2) 1• 12 GOD BLESS AMERICA LOSSW21SSW24x7A - - 851/2 31/2 (2) r 14 E.N. E.N. C) SSW12x8 - - 931/4 31/2 (2) 3/4• 4 rn 0 0 8SW15x8 SSW15x8-STK 931/4 31/2 (2) 1• 6 o SSW18 SSW18x8 SSW18x8-STK 93 1/4 3 1/2 (2) P 9 SILL PLATE SILL PLATE 0 33W21x8 3SW21x8-3TK 93 1/a 3 1/2 (2> 1• 12 CONCRETE REF. SHEAR WALL REF. SHEAR WALL 0 0 SSW24x8 SSW24x8-STK 931/4 31/2 (2) 1• 14 CURB @ SIM. SCHEDULE & 1/SD2 SCHEDULE & 1/SD2 SSW18 SSW12x9 - - 1051/4 31/2 (2) 3/4• 4 REF. 12/SD2 PROJECT NUMBER o SSW15x9 SSW15x9-STK 1051/4 31/2 (2) 1• 6 190955 0 0 8SW18x9 SSW18x9-STK 1051/4 31/2 (2) P 9 CONCRETE CONCRETE CONCRETE a SSW15 SSW21x9 SSW21x9-STK 105 1/4 3 1/2 (2) 1• 12 SLAB SLAB 0 0 0 0 0 SSW24x9 SSW24x9-3TK 1051/4 31/2 (2) 1• 14 SLAB SHEET TITLE FS 0SSW72x10 - - 1171/4 31/2 (2) 3/4• 4SW15 SSW15x10 SSW15x10-STK 1171/4 31/2 (2) 1• 6 ° ° ° ° ° ° ° ° ® SSW18x10 SSW18x10-STK 1171/4 31/2 (2) 1• 9 SECTIONS 0 0 SSW21x10 SSW21x10-STK 117 1/4 3 1/2 (2) 1• 12 I CD SSW12 3SW24x10 33W24x10-STK 117 1/4 3 1/2 (2) 1• 14 J - - - - - - - - & DETAILS S-14 WALL PROFILES SSW75x11 SSW15x11-STK 1291/4 51/2 (2) 1• 8 /\\/\\ • • j\44r \/\\ /\\/\\ I • • o SSW18x11 SSW18x11-STK 1291/4 51/2 (2) 1: 9 �j\ \\\/�\ //\ • /\\\/�\ Y SSW21x11 SSW21x11-STK 1291/4 51/2 (2) V 12 o SSW24x11 SSW24x11-STK 1291/4 51/2 (2) 1• 14 DEEPEN FTG. • �jj,� #3 HAIRPIN @ • �j/,� U) TABLE NOTES 33W15x12 33W15x12-STK 1411/4 51/2 (2) 1• 6 @ SIM. 16" O.C.E.W. (3 MIN.) • 0 1. SDS?* x 3?• SCREWS PROVIDED WITH WALL. SSW18x12 SSW18x12-STK 1411/4 51/21 (2) 1• 9 • • • • • • CONCRETE FOOTING SHEET NUMBER 2. SEE SHEET SSW1 FOR ANCHORAGE SOLUTIONS. SSW21x12 SSW21x12-STK 1411/4 51/2 (2) 1REF. 12SD2 /• 12 SSW24x12 SSW24x12-STK 1411/4 5 1/2 (2) 1• 1a CONCRETE FOOTING REF. 1/SD2 SSW18x13 SSW18x13-STK 1531/4 51/2 (2) P 9 REF. 1/SD2 SSW21x13 SSW21xl3-STK 1531/4 51/2 (2) 1• 12 00 33W24x13 SSW24x13-STK 1153 1/4 51/2 (2) 1• 1 14 SD3A STEEL STRONG-WALL MODELS SCALE: 13 NOT USED SCALE: 9 SECTION SCALE: 5 SECTION SCALE: 1 w N.T.S. N.T.S. Y4"=1'-0" %4"=1'-0" 0 fy a_ X