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2x SOLID BLKG. W/ <br /> 2-16d SINKERS @ 16" DOUBLE TOP PLATE <br /> SLICE PER MANUFACTURED O.C. TO TOP PLATE PLATE SPLICE YD TAIL <br /> TRUSS PICAL TOP <br /> T.O. FRAMING TRUSS MEMBER <br /> EL.= REF. ARCH. EXTENDED TO <br /> TOP/PARAPET <br /> 2x CONT. PRE-FAB TRUSSES Architecture / Development <br /> DOUBLE 2x6 X PLYWOOD BLKG. W/ 10d B.N. AND PARAPET WALL <br /> 2x6 LAPPED TOP PLATE -� SHEATHING @ 4" O.C. 2x BLKG. PER TRUSS 14901 Quorum Drive <br /> 2'-0" W/ � '-' REF. SCHEDULE STRAP PLYWOOD MANUFACTURER Suite 300 <br /> 6'-0d NAILS REF. PLAN SHEATHING <br /> DOUBLE TOP PLATE Dallas Texas 75254 <br /> PLYWOOD SIMPSON A35 SPLICE PER Ph: (972)239-8884 <br /> SHEATHING EA. SIDE E.N. STAGGERED 2-16d END TYPICAL TOP PLATE Fax:(972)239-5054 <br /> °o° NAILS FOR SPLICE DETAIL <br /> E.N. EVERY 3" ISSUE RECORD <br /> OF HEADER HEADER <br /> Ya" WIDE PLYWOOD DEPTH REF. PLAN OR DATE DESCRIPTION <br /> SHEATHING JOINT SCHEDULE URBAN PROTOTYPE DESIGN <br /> FINISH SIMPSON H2.5A EA. <br /> REF. ARCH. TRUSS (SIMPSON SIMPSON A35 (TYP.) 10-22-2018 ISSUED FOR PERMIT <br /> LGT @ GIRDER 2x STUDS <br /> E.N. TRUSS U.N.O.) @ 16" O.C. 16d NAILS @ 12" O.C. <br /> 2-2x TOP PLATES, 2x12 BLKG. W/SIMPSON A34 2x BLKG. @ CEILING LINE <br /> FOR SPLICE, REF. <br /> OR 10'-0" O.C. MAX. <br /> CLIP EA. END VERT. SPACING TOE NAIL <br /> 2x STUDS 15/SD5 TYP. W/ 2-16d EA. END <br /> RIFY <br /> OPTIONAL PARAPET EXTENSION DETAIL <br /> SCALE: 16 TRUSS TO STUDWALL SCALE; 12 PLYWOOD SHEATHING TO TRUSS SCALE; Q SIMPSON W/ S2.1 &ES2.0' 2x STUDS <br /> /4 -1 0 1Y -1 0 1Y -1 0 V A35, TYP. ANCHOR BOLTS, <br /> REF. SCHEDULE <br /> --T.O. CONC. CURB <br /> T.O. FRAMING T.O. FRAMING REVISION RECORD <br /> EL.= REF. ARCH. EL.= REF. ARCH. <br /> 2x P.F.C. PLATE 2x KING STUDS 2-2x 4 1/2 MIN., 2-10d TOE NAIL <br /> (P.T. D.F.L. OR SP U.N. ON PLAN JACK 9" MAX. EA. SIDE OF STUDS <br /> DOUBLE 2x6 DOUBLE 2x6 @ FIRST FLOOR) U.N.O. TO SILL PLATE <br /> CORNICE TOP PLATE CORNICE TOP PLATE ON PLAN <br /> REF. 10/SD4 REF. 10/SD4 <br /> OPTIONAL OPTIONAL <br /> FOR D3 FOR <br /> OPTIONALHEADER SIZE <br /> PRE-MANUFACTURED PARAPET TOWER OCCURS PARAPET <br /> TRUSS PLYWOOD DECK EXTENSION DETAIL HEADER JACK KING NON NOTES: <br /> STUDS BY TRUSS @ SIM. CONDITION EXTENSION DETAIL SPAN STUD STUD BEARING <br /> 1. UNLESS NOTED ON PLAN <br /> MANUFACTURER -SEE i i 4'-0 2. HEADERS TO BE DF#2 OR SP#2" 1-2x 1-2x 2-2x4 ON EDGE <br /> SHOP DRAWINGS. TRUSS STUDS BY TRUSS 3. AT 2x6 STUD WALLS, USE 6x HEADERS SAME DEPTH AS <br /> MANUFACTURER SHALL MANUFACTURER -SEE 6'-0" 1-2x 1-2x 44 STD. & BTR. SPECIFIED IN SCHEDULE ABOVE. <br /> PROVIDE CALCULATIONS & = SHOP DRAWINGS. TRUSS 4. USE DOUBLE 2x JACK STUDS FOR SAWN 4x AND 6x, 10" onald <br /> SIZE (TYP. AT PARAPET i w MANUFACTURER SHALL i w 8'-0" 2-2x 2-2x 4x6 OR DEEPER AND ALL LVL, AND PSL HEADERS. _ oberts <br /> PERPENDICULAR TO TRUSS) o = PROVIDE CALCULATIONS & o = <br /> i SIZE (TYP. AT PARAPET i 1 <br /> X PERPENDICULAR TO TRUSS) XSCALE: Associates, Inc. <br /> SECTION <br /> Q Q -y4"=1'-O" Consulting Engineers <br /> PLYWOOD <br /> SHEATHING 2948 N. Stemmons Freeway <br /> Dallas, Texas 75247-6103 <br /> PLYWOOD Phone: (214) 637-6299 <br /> SHEATHING BLOCKING BOUNDARY FRAMING ANCHOR @ Fwww.rara.net37-6997 <br /> @ PANEL /EDGE NAILING EA. BLKG. U.N.O. <br /> FINISH EDGES, TYP. MANUFACTURED <br /> REF. ARCH. ; FINISH TRUSSES @ 24" O.C. PROFESSIONAL SEAL <br /> B N PLYWOOD DECK REF. ARCH. B.N. <br /> N PLYWOOD DECK \ � �� �� <br /> MANUFACTURED MANUFACTURED T.O. TRUSS EDQtI4FESSp <br /> ROOF TRUSS ROOF TRUSS INTERMEDIATE I I I I I I Cn <br /> & C.L. BLKG. � A. <br /> NAILING U <br /> HSS COL. w 0.041650 N <br /> l , T.O. TOP PLATE AND Exp.12/31/iq *, <br /> REF. PLAN - , �.I — _ — — _ — _ — — _ — SHEATHING JOINT <br /> tGLB <br /> I 7 Tr II 2 1/2 EL.= 10-1OF COL. . REF. PLAN 8 SD3 8 SD32x STUDS I _ _ _ � �� _ _ _ ( Of TYP. VERIFY W/ ARCH.) CAPSON ECCOQ6 TYP. STAGGER PLYWOODL. CAP WELDED PANELS AS SHOWN HSS COL. 11 N <br /> FULL <br /> Vz vzz <br /> Ya HEIGHT POST @ EA. <br /> OF COL. E.N. ; E.N. END OF WALL, TYP. <br /> 11 II <br /> T.O. CONC. CURB PROTOTYPE VERSION <br /> HDU HOEDOWN -- -- URBAN DESIGN <br /> 2-2x PLATES ' 2-2x PLATES WHERE OCCURS <br /> SCALE: 12 SD3 <br /> WHERE OCCURS <br /> SECTION ,4»=1,_0., TYP. <br /> 12 SD3 NOTES: PROJECT NAME <br /> TYP. 1. ALL PANELS EDGES SHALL BE BLOCKED ANCHOR BOLTS <br /> REF. SCHEDULE TYP. I N-N-O UT <br /> 2. ALL NAILS SHALL BE COMMON <br /> BEAM <br /> REF. PLAN <br /> BURGER <br /> 0 <br /> CDcoX <br /> SHEARWALL ELEVATION Y4»=1,_0„ 3 <br /> LATHROP <br /> TRIPLE 2x4 TOP PLATE CALIFORNIA <br /> � 1'-0" BEYOND HEADER ' " <br /> M SPAN BELOW WINDOW O.CS(MAX. ) 16 <br /> OPENING 16514 GOLDEN VALLEY PKWY <br /> REF. ARCH. 2x6 @ 16" O.C. <br /> a DOUBLE 2x4 <br /> @ 16" O.C. I SHEARWALL Y" PLYWOOD LATHROP, CA 95330 <br /> o I I REF. PLAN SHEATHING <br /> %" PLYWOOD/OSB <br /> U I 16d @ 8" O.C. DECK <br /> Mf SIMPSON CS20 x5'-0" REF. 12/S4.0 <br /> N LONG @ 32" O.C. <br /> N 2x6 BLKG. @LOAD <br /> N E.N. ; BEARING WALL <br /> 2x6 SOLE PLATE <br /> 22 (TOP & BOT.) <br /> CD <br /> NoNmOUT <br /> N <br /> \BURGER® <br /> 0 <br /> co <br /> M <br /> � <br /> 2x CONT. BLKG. <br /> GOD BLESS AMERICA <br /> o W/ A34 E.E. <br /> Y2" PLYWOOD ' SILL PLATE <br /> SHATHING 2x6 @ 16" O.C. 2x6 @ 16" O.C. B N REF. SCHEDULE <br /> o 2x6 CONT. W/ <br /> 00 <br /> W/ A35 EA. END LS50 @ EA. PROJECT NUMBER <br /> TRUSS TOP, <br /> B.N. CONCRETE CONCRETE CONCRETE MID., BOT. 1$0641.001 <br /> SLAB PAVING SLAB <br /> SHEET TITLE <br /> B.O. BEAM <br /> EL.= REF. ARCH _ _ _ _ _ _ 0 _ _ _ SECTIONS <br /> cli <br /> N i r PLYWOOD H2.5A @ & DETAILS <br /> Y" PLYWOOD REF.D PLAN \�\\�\\ \\ \\\/ \�\\�\\ \\ \\\/ SHEATHING EA. TRUSS <br /> SHEATHING <br /> J <br /> // // 2x6 @ 16" O.C. <br /> o B.O. HEADER <br /> N EL.= REF. ARCH. <br /> SHEET NUMBER <br /> 00 <br /> N CONCRETE FOOTING CONCRETE FOOTING <br /> 65 <br /> REF. 1/SD2 REF. 1/SD2 <br /> LU <br /> 0 <br /> irf SD3 <br /> SCALE: SCALE: SCALE: SCALE: <br /> co <br /> SECTION ,4»=1�_0� 13 WALL SECTION WINDOW OPENING ,4 =1 _o» 9 TYPICAL WALL SECTION ,4»_1�_O» 5 SECTION <br /> 0 <br /> irf —T <br /> X <br />