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15/32" APA RATED PLYWOOD SHEATHING W/ SIMPSON A23 10d COMMON NAILS @ 6" 10d ® 6" O.C. TO TOP PLATE PLYWOOD SCAB E.N., 12" I.N. W/ 3-10d NAILS TRUSS MEMBER SLOPE 2-10d ® 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 01 il 0 16" O.C. TO PLYWOOD 2x STUDS ® 24" 11 OR 16" O.C. 0 11 B.N. 14901 Quorum Drive 2x8 BOX BM. MANUFACTURE SHAPED 1Ys" (MATCH STUD WALL) PLYWOOD Suite 300 ROOF PLYWOOD @ 16" 2-2x8 TOP STRAP SHEATHING REF. PLAN Dallas Texas 75254 TRUSS O.C. W/ 8d TOE _I PLATES Ph: (972)239-8884 NAILS EA. SIDE 2x8 CONT. II T.O. 2X & Fax:(972)239-5054 BLKG. W/ TO 2x CONT. 11• T.O. EDGE:jPLYW00D 10d © 6" O.C. SHEATHING ISSUE RECORD 2x4 CONT. W/ DATE DESCRIPTION 2-16d NAILS PLYWOOD SCAB PLYWOOD URBAN PROTOTYPE DESIGN 10d x1Y" @ TO EA. STUD W/ 3-10d SHEATHING 10-22-2018 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 NAILSREF. ARCH. MANUFACTURED TO EA. TRUSS —LVLNOTE: TRUSSES 1. SEE SIMPSON STRONG-TIE LATEST EDITION FOR SPLICE REQUIREMENTS SCALE: SCALE: SCALE: SCALE: NOT USED N.T.S. 16 SECTION 1„=1,_a” 12 SECTION Ya"=1'_0„ 8 SECTION 1Y"=1'—a" 4 REVISION RECORD T.O. FRAMING T.O. FRAMING RIM JOIST, BEAM, TOP PLATE OR LINTEL EL.= REF. ARCH. OR BLOCKING IF APPLICABLE 7/g" MAXIMUM WOOD SHIM DOUBLE 2x i DOUBLE 2x WITH SDS Y4" x 3Y2" SCREWS. 8 SD3A 8/SD3A TYP. TOP PLATE TYP. TOP PLATE 11101'®11Ell]11®11®1111❑❑❑11 El DE10 0 'Il• 1 1 •II• 118 ME1111 000070078 0 i ''_----- - ATTACH TOP OF WALL TO TOP PLATES STUDS BY TRUSS STUDS BY TRUSS ❑ ❑®❑❑❑❑❑❑❑ RWITH SDS /a" x 31h" SCREWS (PROVIDED) MANUFACTURER -SEE MANUFACTURER -SEE ❑❑oo®oo❑❑ SHOP DRAWINGS. TRUSS SHOP DRAWINGS. TRUSS i ❑1111❑❑®1111❑❑ MANUFACTURER SHALL ' MANUFACTURER SHALL PROVIDE CALCULATIONS & PROVIDE CALCULATIONS & onald Ell]110007ROORO7000 111 I]0007 000®OI7 0®1111❑ 1111❑❑❑®❑R®�®❑E SIZE (TYP. AT PARAPET � SIZE TYP. AT PARAPET � � PERPENDICULAR TO TRUSS) PERPENDICULAR TO TRUSS) � ° ° 118111111118®❑111111®11111111®®11111111 i w w R- �oberts 0 0 0 G ❑110110®ORO®®0®0❑0[b10011011 O = O = ❑1111®®1111®®Q11'®®M11❑118 C 111111®®111111®111111®11®11®111111❑ I I ❑❑m®R®❑❑oR0®❑®❑®❑®❑®❑ I X ; x Associates, Inc. 1111❑❑11[flA1111®❑®R®1111❑®11R11 El 000®oo❑❑®❑®o❑®❑m 0 0 0 0 1111111111®1111®11RM®111111❑ ❑1111❑❑®0101000❑®❑®❑ PLYWOOD Q Q Consulting Engineers ❑EIR0000®0110®0 PLYWOOD ❑❑❑0❑®11❑0❑®110110❑❑ SHEATHING ',11•' SHEATHING II ' 2948 N. Stemmons Freeway II i •II• Dallas, Texas 75247-6103 11011011R®01111E❑❑❑®1111 i Phone: (214) 637-6299 1111®11111IR11111111EM Ell]111111®1111®11111111❑ Fax: 214 637-6997 2x8 ® 16" O.C. www.rara.net FINISH FINISH REF. ARCH. r REF. ARCH. ' ' PROFESSIONAL SEAL ' - PLYWOOD DECK 4 SD3A -ool PLYWOOD DECK � � 0 4 SD3A MANUFACTURED TYP. 1 MANUFACTURED Q� ?FOFESS TYP. ••ii• B.N. ROOF TRUSS •'ii'• B.N.; ROOF TRUSS `` BOJ PL SCALE: SCALE: E.N. �P �1 ,u SINGLE STORY SSW ON CONCRETE N.T.S. 1 5 NOT USED N.T.S. 11 E.N. 0.041650 DIAMETER Exp.12/31/t� LENGTH .' ' Jf9 0/vIv 1 36 STEEL STRONG-WALL ANCHORAGE SOLUTIONS FOR 4500 PSI CONCRETET f Of CA`,�0� 1V` PLYWOOD SHEATHING � � 2x8 @ 16" O.C. � OJ HS SSWAB 11 ANCHOR BOLT DESIGN ANCHOR ASD PLYWOOD DECK CRITERIA CONDITION STRENGTH HS ON HIGH ALLOWABLE W de B.O. FRAMING UPLIFT (Ibs) (in) (in) -- STRENGTH VERT. 2x12 BLKG. W/ EL.=12'- 3Y" � ° MODELS STANDARD 17,100 3o to 12-Ya"O x5" LAG PARAPET TRUSS STUDS (VERIFY) ' CRACKED HIGH STRENGTH 35,300 47 18 OMITTED FOR CLARITY SEISMIC STANDARD 17,100 28 a SCREWS TO TRUSS 12/SD 3A UNCRACKED HIGH STRENGTH 35,300 41 14 TYP. i e,00 12 a E.N. E.N. HEAVY HEX NUT STANDARD 12,900 20 7 �e FIXED IN PLACE 17,100 25 9 0 0 ° ° ON 7/ ALL SSWAB CRACKED 22,800 29 10 PROTOTYPE VERSION ANCHOR BOLTS 27,400 33 11 HATCH INDICATES HIGH STRENGTH ` URBAN DESIGN Vz HEAVY HEX NUT 31,500 38 t2 35,300 40 1a ° ° TRUSS INFILL 12 SD3 2-2x CONT. 2-2x CONT. PLATE WASHER VERT. 2x12 REF. TOP PLATES TOP PLATES PROJECT NAME WIND 7,500 12 a STANDARD 12.700 17 8 DETAIL 10/SD5 TYP. 12 L ° 17,100 22 9 TYP. I N-N-O U TSD3 LHEAVY HEX NUT UNCRACKED 22,60025 10 26,800 28 11 BURGER o HIGH STRENGTH i i Cl 32,700 32 11 0 0 0 0 M35,300 35 12 ' X STEEL STRONG MODEL NO. DIAMETER LENGTH I eWALL WIDTH NOTES: TRUSS SSWAB3 4x24 3/4" 24" 19" 1. ANCHORAGE DESIGNS CONFORM TO THE 2016 CBC SECTION 1901.3 2x12 CONT. LEDGER SSWAB3 4x24HS 3/4" 24" 19" AND 1905 & ACI 318-14 CH. 17 WITH NO SUPPLEMENTARY REF. 8/SD4 REF. PLAN i i 2x STUDS ® 16" LATHROP 12" MODEL SSWAB3 4x30 3/4" 30" 25" REINFORCEMENT FOR CRACKED OR UNCRACKED CONCRETE AS NOTED. CONT. 2x4 NAILER O.C. (MAX.) SSWAB3/4x3OHS 3/4" 30" 25" 2. ANCHOR STRENGTH INDICATES REQUIRED GRADE OF SSWAB ANCHOR 3-202 TO SUPPORT INFILL w BOLT. STANDARD (ASTM FI554 GRADE 36) OR HIGH STRENGTH (HS) @ BOT. CHORD CALIFORNIA sswae3 4x36HS 3/4" 36" 31" STUD FRAMING UNDER (ASTM A449). FULL LENGTH SSWAB1x24 1" 24" 19" TOWER, REF. 9 SD3A SSWA61x24HS 1" 24" Q 19" 3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. / Q 15",1,8",21 AND SSWAB1x30 1" 30" 25" SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-14 SECTIONS SIMPSON 2x STUDS @ 16" U_ 24' MODELS SSWAB1x3OHS 1" 30" 25" 4. WIND3INCLUDES SEISMIC DESIGN CATEGORY A AND B. HHUS210-3 O.C. (MAX.) 0 SSWAB1x36HS 1" 36" 31" 16514 GOLDEN VALLEY PKWY CD 2x/3x CONT. SCALE: SCALE: BLKG. TYP. ® LATHROP, CA 95330 SSW ANCHOR BOLTS 14 SECTIONS3 „ 10 PLYWOOD PLYWOOD N.T. . /a =1'-0" SHEATHING SHEATHING PANEL EDGES W W STEEL STRONG-WALL MODELS SCREWS REF. SCHEDULE REF. SCHEDULE STD.WALL STK WALL HOEDOWN TOWER FRAMING NOT TOWER FRAMING & 3/SD3 TYP. ' & 3/SD3 TYP. ' a_ MODEL MODEL H(in) T(in) ANCHOR TOP OF WALL SHOWN FOR CLARIFY o O D NO. NO. BOLTS QTY.OF SSW2a N CMSTC16 ssw12x7 so 31/2 l2► 3/a• a 2x6 INFILL STUDS CORNER OF TOWER SSW15x7 - - 80 31/2 (2) 1• 6i 0 o ssw18x7 - - So 31/2 (2) t• 9 @ 12" O.C. W/ SILL OVER SHEATHING SSw24 SSW21x7 - - 80 31/2 (2) 1• 12 & DBL. TOP PLATE PARAPET TRUSS STUDS I N■N■O T SSW24x7 - - 80 31/2 (2) 1• 1a PROVIDE TRIPLE OMITTED FOR CLARITY Q o 0 0 o O O Ssw12x7.4 - - 85 1/2 3 1/2 l2► 3/4• 4 PLYWOOD DECK STUD UNDER r o sswlsx7.a - - Ss 1/2 3 1/2 (2> 1• e TOWER CORNER ' \BURGER cn 0 0 0 0 SSW21 SSW18x7.4 - - 851/2 31/2 (2) 1• 9 O O SSW21x7.4 - - 851/2 31/2 (2) 1• 12 GOD BLESS AMERICA M ssw21 SSW24x7.4 - - 851/2 31/2 (2) 1• 14 PLYWOOD DECK E.N. o S8W12x8 - - 931/4 31/2 l2► 3/4• 4 0 0 SSW15x8 SSW15x8-STK 931/4 31/2 (2) 1• 6 SILL PLATE SILL PLATE = SSYV18 SSw18x8 SSW18x8-STK 931/4 31/2 (2) 11 9 CONCRETE REF. SHEAR WALL REF. SHEAR WALL 3SW21x8 SSW21x8-STK 93 1/4 3 1/2 (2) 1• 12 0 o SSW2ax8 SSW2ax8-STK 93 1/4 31/2 (2) 1• 14 SIMPSON CURB © SIM. ; SCHEDULE & 1/SD200 SCHEDULE & 1/SD2 SSW18 SSW12x9 - - 1051/4 31/2 l2► 3/49 a HHUS210 3 REF. 12/SD2 PROJECT NUMBER SSW15x9 SSW15x9-STK 1051/4 31/2 (2) 1• 6 180641•001 o O O SSW18x9 SSW18x9-STK 105 1/4 3 1/2 (2) 1• 9 ® CONCRETE CONCRETE CONCRETE SSW15 SSW21x9 SSW2lx9-STK 1051/4 31/2 (2) 1• 12 ° ° ° ° SSW24x9 SSW24x9-STK 1051/4 31/2 (2) 1• to HATCH INDICATES SLAB SLAB SLAB SHEET TITLE FS 0SSW12x10 - - 1171/4 31/2 l2► 3/4• a TRUSS INFILL SW15 SSW15x10 SSW15x10-STK 1171/4 31/2 (2) 1' e VERT. 2x12 SECTIONS SSw18x10 SSW18x10-STK 1171/4 31/2 (2) 1• 9 I PROVIDE ADDN'L. 2- 2x12 00 rF.. REF. DETAIL 10/SD5 o o SSW21x10 SSW21x10-STK 117 1/4 3 1/2 (2) 1• 12 I UNDER INFILL STUDS (FASTEN — — — — — — — — — J ssw12 SSW2ax10 SSW24xto-STK 1171/4 31/2 (2) r 14 TO CONT. 2x12 W/ 2 ROWS �/ \ \ • • \ \ \ \ \ \ • • \ \ \ \ & DETAILS WALL PROFILES SSW15x11 SSW15x11-STK 1291/4 51/2 (2) 1• 6 OF 16d NAILS @ 6 O.C. o8SW18xll SSW18x11-STK 129 1/4 5 1/2 (2) 1: 9 ) \/// SSW21x11 SSW21xll-STK 1291/4 51/2 (2) 1 12 LS50 TO CONTINUOUS aSSW24x11 SSW24xll-STK 129 1/4 5 1/2 (2) 1• 14 M TABLE NOTES, ssw15x12 ssw15xt2-sTK 141 1/4 51/2 (2> t• a MEMBER AND LS50 FOR TRUSS REF. PLAN DEEPEN FTG #3 HAIRPIN ® . �/ SD3A 0 1. SDS?' x 3?1 SCREWS PROVIDED WITH WALL. SSW18x12 SSW18xl2-STK 1411/4 51/2 (2) 1• 9 CONT. 2x12, SUPPORT OF DBL. 2x12 BLKG. ® SIM. 16" O.C.E.W. 3 MIN. cli2. SEE SHEET SSWt FOR ANCHORAGE SOLUTIONS. SSW21x12 SSW21x12-STK 141 1/4 5 1/2 (2> 1• 12 EXTEND TO REF. 12/SD2 —/ .0 0 0 ssw2ax12 SSW24x12-STK 141 1/a s 1/2 (2> 1• to ADJACENT TRUSS 2- SIMPSON LS50 VERT. 2x12 BLKG. CONCRETE FOOTING CONCRETE FOOTING SHEET NUMBER in SSW18x13 SSW18x13-STK 1531/4 51/2 (2) 1• 9 TO TRUSS W/ 12-Ya"� x5" LAG REF. 1/SD2 LU 38W21x13 SSW2lxt3-STK 153 1/4 5 t/2 (2) t• 12 (OPPOSITE SIDE) SCREWS TO TRUSS REF. 1 SD2 o SSW24x13 SSW24xl3-STK 153 1/4 5 1/2 (2) 1• 14 co STEEL STRONG—WALL MODELS SD3A SCALE: 13 TOWER CORNER DETAIL SCALE: 9 SECTION SCALE: 5 SECTION SCALE: 1 LU N.T.S. Y4"=1'-0" Ya"=1'-0" 0 X