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BEAM BEAM <br /> 2x SOLID BLOCKING REF. PLAN REF. PLAN <br /> Architecture / Development <br /> TRUSSES <br /> 14901 Quorum Drive <br /> W DOUBLE 2x PLATE Suite 300 <br /> Dallas Texas 75254 <br /> I <br /> Ph: (972)239-8884 <br /> PLYWOOD - II » » Fax:(972)239-5054 <br /> BEAM PER PLAN SHEATHING <br /> SHIM AS N I SIMPSON LTP4 @ 24" O.C. ---» -- <br /> ISSUE RECORD <br /> ° REQUIRED DESCRIPTION <br /> DATE <br /> URBAN DESIGN PROTOTYPE <br /> 2-2x STUDS <br /> Al <br /> I I <br /> SIMPSON CCQ SIMPSON ECCQ 7-10-2020 ISSUED FOR PERMIT <br /> FULL HEIGHT --,, MSTA36 WRAP <br /> AROUND POST 2- 16d @ 12" 2x (MIN) BLOCKING <br /> O.C. STAGGERED AT CURB ABOVE <br /> POST POST <br /> REF. S2.0 2- SIMPSWOOD POST SIMPSON HUC REF. PLAN REF. PLAN <br /> ON A23 <br /> V�2- SIMPSON A23 SECTION A MANUFACTURED <br /> ROOF TRUSSES <br /> 2x TRIMMER NOTE: O <br /> 1. FOR INFORMATION NOT NOTED, SEE 11/SD6. <br /> REVISION RECORD <br /> BEAM TO COLUMN CONNECTION SCALE: 16 SECTIONSCALE: 12 NOT USED SCALE: 8 SECTION SCALE: 4 <br /> %4"=1'-0» 3/4»_1'-0" N.T.S. <br /> 11 11 <br /> SD6 (SIM) SD6 <br /> 4x6 W/ SIMPSON LUS <br /> HANGER EACH END (TYP) <br /> — — — — — — — — — — — — MECH UNIT onald <br /> PREFAB METAL CURB oberts <br /> 12 3x6 @ 24" O.C. AT SHAPED LEVELER W/ <br /> SCATWALK PLATFORM Y8"O LAG @ 12" O.C. <br /> D6 <br /> WHERE OCCURS Associates, Inc. <br /> I I N ^ Consulting Engineers <br /> (TYP) PLYWOOD FACE OF METAL PREFAB <br /> ASHEATHING ci `-' 2948 N. Stemmons Freeway <br /> 4x6 W SIMPSON LUS CURB & EDGE OF PLYWOOD Dallas, Texas 75247-6103 <br /> Phone: (214) 637-6299 <br /> HANGER EACH END (TYP) ____ _ _ _— <br /> 3x6 (TYP) � www.rara.net <br /> BOUNDARY NAILING CONT. PLYWOOD PROFESSIONAL SEAL <br /> — — — — — — — — — — — — — J (TYP. AT PERIMETER WHERE OCCURS <br /> z OF OPENING) <br /> MANUFACTURED ,�, <br /> ROOF TRUSS SIMPSON ST2122 STRAP V%OFESS <br /> REF. 14 OR 15/SD6 AT CORNERS �� e! <br /> CONT. SHAPED LEVELER NOTE: ACTUAL TRUSS <br /> (TYP AT PERIMETER) ORIENTATION MAY Inc <br /> .041650 N <br /> DIFFER FROM DETAIL. Exp.12/31/21 <br /> SCALE: SCALE: SCALE: SCALE: 9TH��6�`14p�'� <br /> TYP. RTU BLOCKING DETAIL N.T.S. 15 METAL CURB TO FRAMING 3,4"=1'_0" 11 NOT USED N.T.S. 7 NOT USED N.T.S. 8 <br /> E.N. 2x6 BLKG. (FLAT) <br /> 2- SIMPSON 2x8 WOOD CURB @ RIDGE <br /> 2x8 WOOD CURB A35 (TYP) SIMPSON CS14 <br /> FINISH WOOD TRUSS <br /> 10C SD6 REF. ARCH. REF. PLAN <br /> 4x6 (FLAT) W/ HOOD BY OTHERS PROTOTYPE VERSION <br /> SIMPSON HU O LIGHT GAGE STUD REF. M7.0 <br /> HANGER EACH END REF. 9/SD7 7 6U.2.67 <br /> 4x6 (FLAT) W/ <br /> — — © SIMPSON HANGER <br /> EACH END PROJECT NAME <br /> cD 10A SIMPSON LSTA9 (TYP) 2x CURB I N-N-O UT <br /> SD6 _ _ MECH. UNIT REF. NOTE #1 (TYP. <br /> CD (TYP) I r — AT EACH CORNER @1 EA. YSTUD (MINIMUM)M) BURGER <br /> co SIMPSON LS90 ; <br /> 0 <br /> 0 <br /> o CENTER STRAP CONTINUOUS <br /> 2x10 WOOD CURB ON JOINT MOUNTING CLIP BY <br /> (TYP. AT PERIMETER) ( ) STO C KTO N <br /> MANUFACTURED OTHERS REF. M7.1 H7Z @ EA. TRUSS <br /> I CALIFORNIA <br /> x6 BLKG.TRUSSES (PROVIDE <br /> 2x CURB B/ RsES <br /> M GIRDER <br /> BEAM @ SIM. <br /> o 0 1. LOCATE CENTER OF STRAP 2" BELOW TOP OF CURB. FINISH 5202 PACIFIC AVE <br /> REF. ARCH. (TYP.) STOCKTON, CA 95207 <br /> o DETAIL SCALE: 14 SECTION SCALE: 10 HOOD SUPPORT DETAIL SCALE: a SECTION SCALE: <br /> co N.T.S. 3�4»=1'-0" %4"=1'-0» y4»=1'-0" 2 <br /> a <br /> 0 <br /> 0 <br /> co <br /> 0 <br /> N <br /> N <br /> NoNmOUT <br /> o E.N. PLYWOOD DECK \B URG E R <br /> m <br /> o GOD BLESS AMERICA <br /> 0 <br /> co <br /> 0 <br /> cD0 <br /> N <br /> PROJECT NUMBER <br /> 0 <br /> 190955 <br /> SHEET TITLE <br /> SECTIONS <br /> o & DETAILS <br /> N <br /> SIMPSON A35 @ <br /> TRUSS BLKG. <br /> EA. TRUSS BLKG. <br /> Y <br /> s DBL. 2x6 TOP PLATE SIMPSON LGT @ <br /> oGIRDER TRUSSES <br /> Z Y" PLYWOOD <br /> SHEARWALL SHEATHING SHEET NUMBER <br /> N 2x6 @ 16" O.C. <br /> (DOUBLE STUD @ <br /> Uj GIRDER TRUSSES) <br /> 0 <br /> of SD6 <br /> SCALE: SCALE: SCALE: SCALE: <br /> w NOT USED N.T.S. 18 NOT USED N.T.S. 8 NOT USED N.T.S. SECTION <br /> 0 <br /> X <br />