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2x SOLID BLKG. W/ <br /> 2-16d SINKERS @ 16" DOUBLE TOP PLATE <br /> MANUFACTURED O.C. TO TOP PLATE SPLICE PER TYPICAL TOP <br /> T.O. FRAMING TRUSS TRUSS MEMBER PLATE SPLICE DETAIL <br /> EL.= REF. ARCH. EXTENDED TO <br /> TOP/PARAPET <br /> PLYWOOD 2x CONT. PRE-FAB TRUSSES Architecture / Development <br /> DOUBLE 2x6 (o X SHEATHING BLKG. W/ 10d B.N. AND PARAPET WALL <br /> 2x6 LAPPED TOP PLATE -� @ 4" O.C. 2x BLKG. PER TRUSS 14901 Quorum Drive <br /> 2'-0" W/ REF. SCHEDULE STRAP PLYWOOD DECK MANUFACTURER Suite 300 <br /> 6-10d NAILS REF. PLAN <br /> DOUBLE TOP PLATE Dallas Texas 75254 <br /> SIMPSON A35 SPLICE PER Ph: 972 2 <br /> PLYWOOD ( ) 39-8884 <br /> SHEATHING EA. SIDE E.N. STAGGERED NAI Sd FOR TYPICAL TOP PLATE Fax: (972)239-5054 <br /> E.N. EVERY 3" SPLICE DETAIL ISSUE RECORD <br /> Y8" WIDE PLYWOOD OF HEADER REF.HEAPLAN OR DATE DESCRIPTION <br /> DEPTH <br /> SHEATHING JOINT SIMPSON H2.5A EA. SCHEDULE URBAN DESIGN PROTOTYPE <br /> FINISH <br /> REF. ARCH. TRUSS (SIMPSON LGT SIMPSON A35 (TYP.) 7-10-2020 ISSUED FOR PERMIT <br /> @ GIRDER TRUSS 2x STUDS <br /> E.N. 2x12 BLKG. W/ <br /> U.N.O. ON S3.0) @ 16" O.C. 16d NAILS @ 12" O.C. <br /> 2x STUDS rl-1� 2-2x TOP PLATES, 2x BLKG. @CEILING LINE <br /> (PROVIDE (2) FOR SPLICE, REF. SIMPSON A34 <br /> 2x MIN. @ 16/SD5 TYP. CLIP EA. END OVERT. SPACING TOENAIL <br /> GIRDER TRUSS)—/ W/ 2-16d EA. END <br /> SCALE: SCALE: SCALE: OPENING VERIFY 2x STUDS <br /> OPTIONAL PARAPET EXTENSION DETAIL 3 »_ 16 TRUSS TO STUDWALL »_ 12 PLYWOOD SHEATHING TO TRUSS 1Y>>=1'-0" 5 SIMPSTOYP. W/ S2.1 & s2.0 ANCHOR BOLTS, <br /> /4 -1 0 1Y2 -1 0 <br /> REF. SCHEDULE <br /> _ <br /> T.O. CONC. CURB <br /> T.O. FRAMING T.O. FRAMING REVISION RECORD <br /> EL.= REF. ARCH. EL.= REF. ARCH. 10-14-2020 <br /> 2x P.F.C. PLATE 2x KING STUDS 2-2x 4 1/2 MIN., 2-10d TOE NAIL 1 CITY COMMENTS <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 /> SEE OPTIONAL OPTIONAL <br /> FOR OPTIONALSEE D3 FOR HEADER SIZE <br /> PRE-MANUFACTURED PARAPET <br /> TRUSS PLYWOOD DECK TOWER OCCURS PARAPET NOTES: <br /> EXTENSION DETAIL SIM. CONDITION EXTENSION DETAIL HEADER JACK KING NON <br /> STUDS BY TRUSS SPAN STUD STUD BEARING 1. UNLESS NOTED ON PLAN <br /> 2. HEADERS TO BE DF#2 OR SP#2 <br /> MANUFACTURER -SEE 4'-0" 1-2x 1-2x 2-2x4 ON EDGE 3. AT 2x6 STUD WALLS, USE 6x HEADERS SAME DEPTH AS <br /> SHOP DRAWINGS. TRUSS STUDS BY TRUSS SPECIFIED IN SCHEDULE ABOVE. onald <br /> MANUFACTURER SHALL MANUFACTURER -SEE 6'-0" 1-2x 1-2x 4x4 STD. & BTR. <br /> PROVIDE CALCULATIONS & = SHOP DRAWINGS. TRUSS 4. USE DOUBLE 2x JACK STUDS FOR SAWN 4x AND 6x, 10" <br /> SIZE (TYP. AT PARAPET ; �-, MANUFACTURER SHALL 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 <br /> PERPENDICULAR TO TRUSS) SECTION SCALE: Associates, Inc. <br /> Q Q Y4"=1'-0" 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/EDGE FRAMING ANCHOR @ www.rara.net <br /> @ PANEL 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. PLYWOOD DECK <br /> B N T.O. TRUSS <br /> ROOF <br /> MANUFACTURED <br /> RUTS RED ROOF MANUFACTURED <br /> RUTS RED INTERMEDIATE r I I — I I — — I I — I � _ & C.L. BLKG. @�aFESS <br /> •' NAILING I cn a <br /> LdLd� f{yy .041650 <br /> / TRUSS <br /> T.O. TOP PLATE 041650 <br /> T.O. <br /> II .I A - - = —I— � — � —� � _ � - EL.= 10'-1„ .��J <br /> J' 0/wv <br /> 2 1/2" I (VERIFY W/ ARCH.) r � <br /> 8 SD3 — A—_ L _ <br /> OF COL. I I GLB. REF. PLAN TYP. 8 SD3 2x STUDS — -� —I� II STUD FRAMING TO orf <br /> II <br /> HSS COL. i SIMPSON ECCOQ6 TYP. ALIGN <br /> REF. PLAN COL. CAP WELDED STAGGER PLYWOOD �� II II II I ABOVEVFOR PANEL l <br /> PANELS AS SHOWN �� �� �� �� �� �� �� <br /> TO HSS COL. II II II II I EDGE CONTINUITY <br /> (TYP.) <br /> MIN. 4x FULL I II II II II II II II II <br /> Y4 V HEIGHT POST @ EA. <br /> '� ---` E.N. END OF WALL, TYP. <br /> OF COL. E.N. <br /> T.O. CONC. CURB PROTOTYPE VERSION <br /> HDU HOLDOWN -- -- 16U.2.61 <br /> WHERE OCCURS <br /> 2-2x PLATES 2-2x PLATES <br /> SCALE: 12 SD3 <br /> WHERE OCCURS <br /> 12 SD3 <br /> TYP. NOTES: PROJECT NAME <br /> SECTION <br /> TYP. 1. ALL PANELS EDGES SHALL BE BLOCKED ANCHOR BOLTS <br /> L2. ALL NAILS SHALL BE COMMON REF. SCHEDULE TYP. IN-N-OUT <br /> BEAM <br /> REF. PLAN BURGER <br /> Cl) <br /> X <br /> O <br /> o <br /> i SHEARWALL ELEVATION 4CA1E_o„ 3 <br /> TRIPLE 2x4 TOP PLATE STOCKTON <br /> 1'-0" BEYOND HEADER <br /> SPAN BELOW CALIFORNIA <br /> Q DOUBLE 2x4 I I 2x STUDS @ 16" <br /> o @ 16" O.C. I I WINDOW O.C. (MAX.) <br /> REF. ARCH. <br /> NG <br /> o ARCH. 5202 PACIFIC AVE <br /> c� <br /> SHEARWALL STOCKTON CA 95207 <br /> REF. PLAN <br /> SIMPSON CS20 x5-0" <br /> LONG @ 32" O.C. <br /> a E.N. (TYP.) <br /> 0 <br /> M <br /> CD <br /> 0 <br /> NoNmOUT <br /> co <br /> 2x CONT. BLKG. \BURGER <br /> W/ A34 E.E. <br /> 0 <br /> GOD BLESS AMERICA <br /> PLYWOOD <br /> SHEATHING 2x6 @ 16" O.C. <br /> 2x6 @ 16" O.C. (OMIT @ SIM.) <br /> W/ A35 EA. END SILL PLATE <br /> oo <br /> REF. SCHEDULE <br /> N B.N. <br /> PLYWOOD SHEATHING, PROJECT NUMBER <br /> REF. S2.1 SHEARWALL 190955 <br /> B.O. BEAMX3 SCHEDULE B.N. CONCRETE CONCRETE CONCRETE <br /> a EL.= REF. ARCH_ SLAB PAVING SLAB <br /> SHEET TITLE <br /> SIMPSON CS14 STRAP <br /> OMIT @ SIM. PLYWOOD ACROSS HEADER W/ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SECTIONS <br /> SHEATHING 16" MIN. END LENGTH <br /> a & DETAILS <br /> (EACH END) OVER BLKG. \/\\/\\ a . aj\\/\\/j \,\\/\\ • • <br /> B.O. HEADER WITHIN SHEARWALL <br /> EL.= REF. ARCH. • �jj • ��� <br /> m <br /> HEADER • • • • • • <br /> REF. PLAN SHEET NUMBER <br /> (OMIT @ SIM.) CONCRETE FOOTING CONCRETE FOOTING <br /> co REF. 1/SD2 REF. 1/SD2 <br /> O <br /> W <br /> O <br /> rySD3 <br /> SECTION 3 GALE 13 WALL SECTION a WINDOW OPENING 3 CALE: 9 TYPICAL WALL SECTION 3 GALE: 5 NOT USED SCALE: 1 <br /> "=1'-0" /4 =1'-0" N.T.S. <br /> U-1 <br /> O <br /> fy <br /> a_ <br /> X <br />