|
1245SCALE: N.T.S.TYP. MECH'L PLATFORMPLAN VIEWSECTIONPRIMARY ROOFTRUSS PER PLAN6x12 PLATFORM EDGE BEAMW/ (2)-1/2"Ø LAG SCREW ATEACH PRIMARY ROOF TRUSS4x12 PLATFORMEDGE BEAM W/ 'HUC'HNGR AT EA ENDPLATFORM FRAMING:2x12 @ 24"O.C. W/ 'L90'AT EA END.NOTE:INSTALL JOISTS PERP. TOPRIMARY ROOF JOISTPLATFORM BLOCKING:2x12 AT MECH'L UNITEDGE, TYPMECH'L EQUIPMENT (BY OTHERS)REFER TO DETAIL 11/SD3 FORUNIT ANCHORAGE TOMECHANICAL PLATFORMPLATFORM SHTG: 3/4" THK W/10d @ 6"OC BN & EN, 12"O.C. FN.8" MIN
<br />12" MAX PRIMARY ROOF TRUSS PER PLAN.NOTE:COORDINATE PLATFORM EDGEBEAM LOCATION WITH TRUSSPANEL POINT1" MAX COUNTER-SINKBN, TYP'A35' @ 24"O.C. (2-MINAT EA BLK)NOTE:8d COMMON (0.131"Øx 2-1/2") TO BLK'GREQ'D.4x8 (FLAT) BLK'Gw/ BNSCALE: N.T.S.TYP. ROOF SKYLIGHT OPENINGPRIMARY ROOF TRUSSPER PLAN. (BEYOND)ROOF COVERING O/RIGID INSULATIONPER ARCH'L4x6 (FLAT) w/ 'A34'EA SIDE (EA END)TO TRUSS TOPCHORD, TYP.BN, AT ALL SIDESOF OPENING TYP.CRICKET AT HIGHSIDE PER ARCH'LROOF SHT'GPER PLANSKY-LIGHT, CURB &ATTACHMENT TO ROOFSTRUCTURE SHALL BEBY OTHERS.CONT. STRAP O/SHT'G PER PLANSCALE: N.T.S.TYP. STORE-FRONT CANOPYATTACHMENTWALL STUDS PER PLAN4x6 BLK'G W/ 'A34' (T&B)EA END, TYP.4x6 BLK'G W/ 'A34' (T&B)EA END, TYP.1/2"Ø THRU BOLT @ 32" O.C.(MAX) & AT EACH BRACELOCATIONCANOPY STRUCTURE(DESIGNED BY OTHERS)DIAG. BRACE(DESIGNED BY OTHERS).SPACING PER ARCH'L.(5'-0"O.C. MAX)1-3/4"Ø WASHER, TYP.1/2"Ø THRU EYE BOLT W/1-3/4"Ø WASHERHDR/BM WHEREOCCURS PER PLANPROVIDE 'A35' AT EASTUD WHERE HDR/BMOCCURS.2'-0"
<br />MIN4'-0"MAXNOTE:CANOPY WT. SHALLNOT EXCEED 10-PSF367811910SCALE: N.T.S.TYPICAL MECH'L UNIT ANCHORAGETYP. MECH'L PLATFORM PERDETAIL 3/SD3.PER MANUF.(46" MIN)38"
<br />(MAX)MECHANICAL UNIT (BY OTHERS).REFER TO PLAN FOR MAXIMUMUNIT WEIGHT.MANUF. CURB w/ 3/8"Øx4"LAG SCREW @ 24"O.C.(3 MIN PER SIDE)CENTER OF GRAVITYEQEQSCALE: N.T.S.TYP. PARAPET BRACEATTACHMENT AT BASE30° MIN60° MAXOPEN-WEB ROOF TRUSSPER PLAN15/32" THK SHT'G ATPARAPET BRACE w/ 8d@ 6"O.C. BN, 6"O.C. EN,& 12"O.C. FNOPEN-WEB ROOF TRUSSPER PLAN.NOTE:COORDINATE BRACENAILER LOCATION WITHTRUSS PANEL POINTROOF SHT'G PER PLAN.DIA BRACE w/'HGA10' TO NAILERPLAN VIEWSECTION112"TYPCONT. 4x8 (FLAT) NAILER w/(4)-1/4"Øx8" 'SDS' SCREWS ATEACH TRUSS (STAGGER ROWS)3"TYP4x BLK'G w/1/4"Øx6" 'SDS'SCREWS @ 6"O.C.(STAGGERED)VxFyBRACE REACTION LOADS (LRFD):PARAPET HT:Vx, (PLF):Fy, (PLF):6'-0"2013488'-0"357618SCALE: N.T.S.TYP. INT. NON-BEARING(NON-SHEAR) WALL ATTACHMENTROOF TRUSSBOTT. CHORDPERPENDICULAR CONDITIONPARALLEL CONDITION2x4 @ 48"O.C.w/ (2)-10dTOE-NAIL ATEA END18 GA. (MIN) SLOTTED TRACK("SLP-TRK" w/ 2-1/2" VERT. LEGS.VERTICAL SLOTS IN EA LEGSHALL BE 1-1/2" @ 1" O.C.) w/(2)#8 SCREWS AT EA TRUSSBOTT. CHORD.11
<br />4"
<br />31
<br />2"
<br />34"HOLD STUD & GYP. BD.5/8" SHORT#8 WAFFLEHEAD SMS ATEA. SIDE (EA. STUD) THRUTRACK VERT. SLOTDRYWALL SCREWS.(DO NOT SCREWDRYWALL TO TRACK)(2)#8 SCREWS AT BLOCKINTERIOR WALL STUDPER PLAN, TYP.ROOF TRUSS TOP CHORDSCALE: N.T.S.TYP. ROOF FRAMING PERP. TO EXTERIORWALL W/ "TOWER" PARAPETFOR BALANCE OFINFORMATIONREFER TO 1/SD3PER ARCH'LBEAM/HDR PER PLAN2x4 LEDGER w/ (2)-16d AT EASTUD2x4 @ 16"O.C.1'-0"(MAX)2'-0" O.C.(TYP.)8'-0" (MAX)5'-0"2x4 HORIZ. BRACE @ 16"O.C.PROVIDE (5)-10d AT EA END(LAP w/ STUDS), TYP.2x6 WALL STUDS @ 16"O.C.,TYP, U.N.O. ON PLANPROVIDE TYPE "4" SHEAR PANEL,TYP. (REFER TO 1/SD2 FORADDITIONAL INFO.), TYP.2x6 @ 24"O.C. w/ (2)-10dTOE-NAIL TO EA TOP PLATE15/32" THK SHT'G w/ 10d @ 6"O.C.BN & EN, & 12"O.C. FN. REFERTO 1/SD2 FOR ADD'L INFO.EN, TYP.EN, TYP.2x BLK'G2x6 BLK'G w/ (2)-16d AT EASTUD & 16d @ 6"O.C. to BLK'GBN,TYPEXTEND TRUSSTOP CHORD3'-0"MAXPROVIDE TYPE "4" SHEAR PANEL,TYP., U.N.O. PER PLAN (REFERTO 1/SD2 FOR ADDITIONAL INFO.)SCALE: N.T.S.ROOF FRAMING PARALLEL TO EXTERIORWALL W/ "TOWER" PARAPETFOR BALANCE OFINFORMATIONREFER TO 2/SD38'-0" (MAX)PER ARCH'L1'-0"(MAX)2'-0" O.C.(TYP.)2x6 WALL STUDS @ 16"O.C.,TYP, U.N.O. ON PLANBALLOON-FRAMED WALLSTUDS PER PLANPROVIDE TYPE "4" SHEAR PANEL,TYP. (REFER TO 1/SD2 FORADDITIONAL INFO.), TYP.2x6 @ 24"O.C. w/ (2)-10dTOE-NAIL TO EA TOP PLATE15/32" THK SHT'G w/ 10d @ 6"O.C.BN & EN, & 12"O.C. FN. REFERTO 1/SD2 FOR ADD'L INFO.EN, TYP.BEAM/HDR PER PLAN2x4 LEDGER w/ (2)-16d AT EASTUD & 16d @ 6"O.C. TO BLK'G2x4 @ 16"O.C.2x BLK'GPROVIDE TYPE "4" SHEAR PANEL,TYP., U.N.O. PER PLAN (REFERTO 1/SD2 FOR ADDITIONAL INFO.)2x4 HORIZ. BRACE @ 16"O.C.PROVIDE (5)-10d AT EA END(LAP w/ STUDS), TYP.2x BLK'G w/16d @ 6"O.C.EN, TYP.SCALE: N.T.S.TYP. ROOF FRAMING PERP. TOEXTERIOR WALLPROVIDE TYPE "4" SHEAR PANEL(FULL LENGTH OF PARAPET).REFER TO 1/SD2 FORADDITIONAL INFO.PARAPET BRACE: 2x4@ 16"O.C. (MAXBRACE LENGTH =10'-0")3'-0"
<br />MAX
<br />PARAPET STUD: 2x6 @ 16"O.C.,TYP. U.N.O. ON PLANREFER TO 4/SD3 FORBRACE ATTACHMENTTO STRUCTUREOPEN-WEB ROOFTRUSS PER PLANW/ RED-BUILTTOP-CHORDBEARING 'Z-CLIP'2x SILL PLATE w/ 16d @ 12"O.C.TO 2x BLK'G2x BLK'G w/ 'A35' @ 48"O.C.U.N.O PER PLAN.EN, TYP.BN, TYP.SHEAR PANEL WHERE OCCURSPER PLAN(5)-10d AT BRACE/STUD LAPWALL STUDS: PER PLAN. PROVIDEPOST DIRECTLY BENEATH EACHROOF JOIST. SEE FRAMING PLANNOTE 12 FOR MIN. POST SIZE8'-0"
<br />MAX
<br />2x4 BLK'G w/ BN5'-0"'CS14' STRAP @ 32"O.C. (MAX)SCALE: N.T.S.TYP. ROOF FRAMING PARALLELTO EXTERIOR WALLPROVIDE TYPE "4" SHEAR PANEL(FULL LENGTH OF PARAPET).REFER TO 1/SD2 FORADDITIONAL INFO.8'-0"
<br />MAX
<br />EN, TYP4x BLK'G W/ 'A35' (T&B, EA END)10d @ 4"O.C.2x BLK'G @12"O.C., TYP2x10 LEDGER W/ (3)-1/4"Øx4-1/2"'SDS' SCREWS AT EA STUD(16"O.C., MAX)SIMPSON 'ST9' @ 12"O.C.BALLOON-FRAMED WALLSTUDS PER PLANSHEAR PANEL WHERE OCCURSPER PLANSIMP. 'A35' @ 48" O.C., U.N.O.PER PLANCS14' @12"OC.6'-0"MINHDR WHEREOCCURS PERPLAN PROVIDEA35 @ EA STUDTO HDRSCALE: N.T.S.NOT USED - RESERVED FOR FUTURE USESCALE: N.T.S.NOT USED - RESERVED FOR FUTURE USESCALE: N.T.S.NOT USED - RESERVED FOR FUTURE USESCALE: N.T.S.TYP. ROOF FRAMING PERP. TO EXTERIORWALL W/ "TOWER" PARAPETFOR BALANCE OFINFORMATIONREFER TO 1/SD3PER ARCH'LBEAM/HDR PER PLAN1'-0"(MAX)2'-0" O.C.(TYP.)6'-0" (MAX)5'-0"2x4 HORIZ. BRACE @ 16"O.C.PROVIDE (5)-10d AT EA END(LAP w/ STUDS), TYP.2x6 WALL STUDS @ 16"O.C.,TYP, U.N.O. ON PLANPROVIDE TYPE "4" SHEAR PANEL,TYP. (REFER TO 1/SD2 FORADDITIONAL INFO.), TYP.15/32" THK SHT'G w/ 10d @ 6"O.C.BN & EN, & 12"O.C. FN. REFERTO 1/SD2 FOR ADD'L INFO.EN, TYP.EN, TYP.2x BLK'G1'-0"MAX10d (COMMON) @ 6"O.C.PROVIDE TYPE "4" SHEAR PANEL,TYP., U.N.O. PER PLAN (REFERTO 1/SD2 FOR ADDITIONAL INFO.)141315SCALE: N.T.S.TYPICAL MECH'L CURB6"
<br />MIN 4'-0"MAXSECTION X-XPLAN VIEW - "SLEEPER PLATFORM"2x FULL DEPTH BLOCKING, TYP(ALIGN w/ MECH'L UNIT ABOVE)PLAN VIEW - "CURB"SECTION "X-X"SECTION "X-X"4x6 "SLEEPER RAIL" RIPPED ASREQUIRED (4" MIN DEPTH) w/(2) 1/4"Ø x 8" SDS SCREWS ATEACH PRIMARY ROOF TRUSSPRIMARY ROOFTRUSS PER PLANMECH'L EQUIPMENT (BYOTHERS) ABOVE.NOTE:(1) UNIT MAX BETWEENPRIMARY ROOF TRUSSES2x FULL DEPTHBLOCKING, TYP.4x6 "CURB BEAM" RIPPED FORSLOPE AS REQUIRED (4" MINDEPTH) w/ (2) 1/4"Ø x 8" SDSSCREWS AT EACH PRIMARYROOF TRUSS1/4"Ø x 8" SDS @ 12"O.C.AT CURB BEAM TOBLK'G BELOW, TYP.2x FULL DEPTHBLOCKING, TYP.2x FULL DEPTH BLOCKING, TYP(ALIGN w/ MECH'L UNIT ABOVE)CURB SHTG: 3/4" THK W/ 10d @6"OC BN & EN, 12"O.C. FN.BN, TYPMECHANICAL UNIT (BY OTHERS)AND ITS ATTACHEMENT TO THESTRUCTURAL SHALL BE DESIGNBY OTHERS (MAX UNIT Wt. = 350#)PRIMARY ROOF TRUSS PER PLAN.NOTE:COORDINATE PLATFORM EDGEBEAM LOCATION WITH TRUSSPANEL POINT'A35' @ 24"O.C. (2-MIN)NOTE:8d COMMON (0.131"Øx 2-1/2") TO 2x BLK'GREQ'D.2x6 (FLAT)w/ BN, TYP.6"MIN"SLEEPER RAIL" BELOWRIGID INSULATION. REFER TOARCH'L FOR ADDITIONALINFORMATION"SLEEPER RAIL", TYP.12Job#:
<br />Scale:
<br />Date:
<br />Drawn By:
<br />Checked By:
<br />Rev. #Date DescriptionTHESE DRAWINGS AND SPECIFICATIONS ARE
<br />INSTRUMENTS OF THE SERVICE AND SHALL
<br />REMAIN THE PROPERTY OF THE ENGINEER
<br />AND/OR 7-ELEVEN, INC. WHETHER THE
<br />PROJECT FOR WHICH THEY ARE MADE IS
<br />EXECUTED OR NOT. THESE DRAWINGS AND
<br />SPECIFICATIONS SHALL NOT BE USED BY ANY
<br />PERSON OR ENTITY ON OTHER PROJECTS, FOR
<br />ADDITIONS TO THIS PROJECT, OR COMPLETION
<br />OF THIS PROJECT WHEN PHASED, WITHOUT
<br />THE WRITTEN CONSENT OF THE ENGINEER
<br />AND/OR 7-ELEVEN, INC. Copyright 2020SHEET:7-ELEVEN, INC.
<br />3200 HACKBERRY, IRVING, TEXAS 75063
<br />11/20/2020
<br />MANTECA, CA 95336
<br />1110 MAIN ST
<br />7-ELEVEN #1046249
<br />7110.35
<br />ATSATOCFEA
<br />ILFIONR No. S5627Exp. 6/30/22LH
<br />ETSIGER
<br />WPA
<br />R
<br />E
<br />DRSEFON.DGOIREENOSINLARHTONES
<br />PSTRUCTURAL2 7 3 6 9 V I A I N D U S T R I A
<br />T E M E C U L A , C A 9 2 5 9 1
<br />T E L E : 9 5 1 .6 0 0 .0 0 3 2
<br />W W W .I S E E N G I N E E R S .C O M
<br />S O C A L C O L O R A D OSD3AS NOTED
<br />ISE
<br />ISE STRUCTURAL DETAILS
|