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NOTE:FOR 1 HR.RATED WALL,REFER TO DETAIL <br /> 1/A10.9 FOR INFO.FROM FIRE RESISTANCE DESIGN 14 <br /> MANUAL,WALLS AND INTERIOR PARTITIONS GA FILE A9.2 <br /> BOTT.OF ROOF DECKING <br /> #10-16 TEK SCREW @ 12"O.C. NO.WP 1350 <br /> 2x2 WD.-ALIGN w/VERT. r <br /> SHT.METAL FASTENER TO FLAT - X REFER TO 7/A10.1 FOR BRACE <br /> -ATTACH TO EA.NAILER w/ I I BLOCKING-TYPICAL(X2) N Q TERMINATION TO DECK <br /> FINISH SCREW r i~3-5/8"x 20 GA.MTL.STUD STIFFENER - - - - - <br /> - - - - -- -WHERE DIAG.BRACE LENGTH EXCEEDS 8 FT. X GA FILE NO.WP 1350(1) LAYER SLOTTED TOP TRACK R C H I T E C T U R E <br /> #8 SHEET METAL SCREW 5/8"TYPE X GYP.BD.OR GYP. _ <br /> -TYP.(X3) VENEER BASE APPLIED PARALLEL USG 4"STL.E-STUD,OR <br /> _ T.O.WD. TRACE OF"FLATTENED" FOLD l�5° 5/8"GYP.BD.ov/3-5/8"x 20 GA. <br /> SEE INT.ELEV. MTL.STUD DIAG.BRACE OR AT RIGHT ANGLES TO EA.SIDE EQUAL <br /> -TYPICAL OF 3 5/8"X 16 GA.STL.STUDS 16" MXN MTL.STUDS @ 16"O.C. <br /> ' O.C.w/1"TYPE S DRYWALL USG 400CH2O STL.C-H STUDS <br /> - 1 x3 WD.NAILER @ 32"O.C.EA.SIDE i SCREWS 8"O.C.AT VERTICAL I @ 24"O.C.,OR EQUAL 3-5/8"x 20 GA MTL STUD <br /> -PAINT BLACK-ATTACH TO MTL. <br /> i JOINTS AND 12"O.C.AT FLOOR 1"SHEETROCK BRAND GYPSUM DIAGONAL BRACE @ 48"O.C. <br /> STUD w/(2)S.M.S. ` i AND CEILING RUNNERS AND I MAX.-ATTACH TO MTL.STUDS <br /> T-6 RACE LINER PANELS OR EQUAL <br /> 13 INTERMEDIATE STUDS.JOINTS ARCHITECT <br /> + w/(3)MIN.S.M.S. <br /> + ' NJ ASSOCIATES <br /> 7 <br /> 2x2 WD.VERT.@ 3"O.C.EA.SIDE A9.2 3"=1'-0" � i STAGGERED 24"ON OPPOSITE I_ <br /> I ' <br /> -ATTACH TO EA.NAILER w/FINISH SIDES. Q + CONT.BENT 2"x2" 18 GA.ANGLE @ 22769 N BENDER ROAD <br /> -_ SCREW J PER R.C.P. CORNER-ATTACH TO MTL.STUDS ACAMPO CA 95220 <br /> PER R.C.P. <br /> BRACE 5/8" <br /> 20 GA.MTL.STUD DIAG. - 209.727.2040 <br /> 5/8"SHEETROCK BRAND FIRECODE @ EA.LEG w/(1)MIN.S.M.S. <br /> (1) LAYER OF 5/8"GYP.BD.EA.SIDE FLOORING-SEE PLAN -CUT AND FOLD TERMINATION AT PROVIDE MTL STUD BLKG. CORE GYPSUM PANELS APPLIED + • www.njaarchitecture.com <br /> &TOP-REF.SCH ED. &FIN.SCHED. DECK AS ILLUSTRATED PARALLEL TO STUDS w/1"TYPES OL B.O.CLG. �I- MTL.CORNER BEAD <br /> SOUND ATTEN.INSUL. DRYWALL SCREWS 12"O.C.OR EQUAL SEE RCP <br /> MTL.STUD FRAMING-REF. <br /> SCHED.FOR SIZE,GA.&SPACING , ; .a , Qd- ;. MTL.STUD FRAMING-SEE PLAN 3/4" FIRE RESISTANT PLYWOOD- (4)MIN.S.M.S.@ EA.CONN. CLIENT <br /> X SEE FINISH SCHEDULE JOE HADDAD <br /> n FIRE SEALANT AT FIRE < <br /> ad a a GYP.BD.ov/CLG.JSTS.PER RCP P.O.BOX 484 <br /> CONC.FILLED �"- a d_�_-�; �- -" g � RATED CONDITION - A.F.F. NOTE:FOR 1 HR.RATED CEILING, <br /> MTL.DECKING " . . <br /> aREFER TO DETAIL 2/A10.9 FOR WALNUT GROVE CA 95690 <br /> T.O. GUARDRAIL WD. SLATS = 9 METAL BRACING1 5 TANCE <br /> WALL TYPE F2 INFO. NMAN FROM AL,SHRE ISFTWA GYP. BD. CEILING SOFFIT 415.517.9686 <br /> �Q DESIGN MANUAL,SHAFT WALL <br /> GA FILE N0.WP 7008 <br /> A9.2 3"=1'-0" 8 A9.2 3"=1'-0" A9.2 11/2"=1'-0" A9.2 1"=1'-0" <br /> 16 GA.G.S.M.PLATE-EXTEND <br /> PROJECT <br /> (1) FLUTE EA.SIDE-ATTACH < Q NOTE:FOR 1 HR.RATED WALL,REFER TO DETAIL 14 LODI BOWLING <br /> w/(2)MASONRY SCREWS @ g 1/A10.9 FOR INFO.FROM FIRE RESISTANCE DESIGN 14 A9.2 <br /> 302 N SACRAMENTO STREET <br /> MANUAL,WALLS AND INTERIOR PARTITIONS GA A9,2 LODI CALIFORNIA 95240 <br /> 16"O.C.EA.SIDE #8 S.M.S.@ EA. FILE NO.WP 1350 <br /> I I <br /> IL MTL.STUD FRAMING SIDE-TYP @ EA. - - <br /> 20 GA.DEEP LEG SLIP PER PLAN STUD X i <br /> TRACK w/S.M.S.@ 24"O.C. b see ¢ - - - - - - - - - - - - - - - - - <br /> Sp FOR�pTy'gN X - - BOTT.OF ROOF DECKING � Q BOTT.OF ROOF DECKING <br /> 2x2 WD.VERT. WALL PARALLEL TO FLUTE cF x GA FILE NO.WP 1350:(1) SLOTTED TOP TRACK PROVIDE G.S.M.CLOSURE <br /> LAYER 5/8"TYPE X GYP.BD. 5/8"GYP.BD. WHERE EXPOSED <br /> X x OR GYP.VENEER BASE <br /> ' X x USG 4"STL.E-STUD,OR EQUAL I <br /> I I MTL.CLG.JST.FRAMING PER RCP <br /> APPLIED PARALLEL OR AT USG 400CH2O STL.C-H STUDS SLOTTED TOP TRACK <br /> -ATTACH TO EA.STUD w/ RIGHT ANGLES TO EA.SIDE <br /> X X UDS @ 24"O.C.,OR EQUAL HERE <br /> MIN.(4)S.M.S. a OF 6"X 16 GA.STL.ST EXTEND GYP.BD.W <br /> a - X NO CLG.OCCURS <br /> 16"O.C.w/1"TYPES i i 1"SHEETROCK BRAND GYPSUM i i � <br /> INSUL.STANDING SEAM - < a DRYWALL SCREWS 8"O.C. LINER PANELS OR EQUAL PROVIDE MTL.STUD <br /> METAL ROOF PANEL �� �= BLKG.IN-LINE w/ z <br /> X X ,� a AT VERTICAL JOINTS AND _ U) <br /> = a 12"O.C.AT FLOOR AND CLG. i <br /> 2"x 2"x 20 GA.BENT.MTL.ANGLE - -`=- - < - r co <br /> - <br /> w/ 1 S.M.S.EA.LEG TO STUD/JST. a a, CEILING RUNNERS AND <br /> PER R.C.P. <br /> O <br /> X X <br /> PER RC.P.INTERMEDIATE STUDS. h <br /> ROOF MTL.DECKING a , � X SOUND ATTEN. fj - - <br /> B.O.CLG. JOINTS STAGGERED 24"ON 5/8"SHEETROCK RAND INSUL. <br /> OL PER R.C.P. CEILING WHERE <br /> SEE RCP #8 S.M.S.(TYP x8) OPPOSITE SIDES. _ <br /> 20 GA.DEEP LEG SLIP TRACK FIRECODE CORE GYPSUM OCCURS-SEE REFL. <br /> w/S.M.S.@ 24"O.C. PROVIDE MTL.STUD BLKG. PANELS APPLIED PARALLEL TO CLG.PLAN <br /> L(1)LAYER OF 5/8"GYP.BD. 16 GA.GALV.STL.STRAP <br /> SOUND ATTEN.INSUL. STUDS w/1"TYPE S DRYWALL <br /> I i SCREWS 12"O.C.OR EQUAL <br /> MTL.STUD FRAMING SEE nSEE MAT'L.PER FIN.SCHED.,SHT. <br /> MTL.CORNER BEAD MTL.STUD FRAMING <br /> 20 GA.RUNNER TRACK X 3/4" FIRE RESISTANT PLYWOOD- A9.0 <br /> 1x3 WD.NAILER PER PLAN FIRE SEALANT AT PLAN < SEE FINISH SCHEDULE PLAN)- <br /> WALL PERPENDICULAR TO FLUTE MTL.PARTITION STUD-TYP FIRE RATED �� NOTE:FOR 1 HR.RATED CEILING, A.F.F. <br /> CONDITION REFER TO DETAIL 2/A10.9 FOR <br /> ,8 CEILING SOFFT @ WD. SLATS 14 SLIP TRACK @ MTL. DECKING 1D TOP TRACK1 6 WALL TYPE R INFO.FROM <br /> OM RESISTANCEFIRE <br /> SHA2 WALL TYPE C2 <br /> DESA9.2 3"=1'-0" A9.2 3"=1'-0" A9.2 3"=1'-0" A9.2 11/2"=1'-0" GA FILE NO.WP 7008 <br /> NOTE: <br /> INSTALL PER MANUF.INSTRUCTIONS: 14 <br /> A9.2 PROVIDE G.S.M.CLOSURE <br /> CONT.20 GA.MTL.TRACK 1-HOUR RATED,ULTHROUGH- WHERE EXPOSED <br /> LEDGER-ATTACH TO PENETRATION FIRESTOP SYSTEM NO.W- <br /> WALL GIRT w/S.M.S.@ L-5001 -REFER TO 3/A10.9 <br /> 12"O.C.STAGGERED MTL.PARTITION STUD- c , <br /> i 1"TYPE SDRYWALL SCREWS 8"O.0 - - - - - - - - - - - - - - - ,- - - - - - - - - <br /> i TYP. AT VERTICAL JOINTS AND 12"O.C. = ,m <br /> N Q BOTT.OF ROOF DECKING <br /> AT FLOOR AND CEILING RUNNERS <br /> 0.118 HILTI PIN X-GN AND INTERMEDIATE STUDS. <br /> 1 x3 WD.NAILER @ 32"O.C.EA.SIDE BATT INSUL.PER - <br /> i PAF @ 16"O.0.-TYP MAX.6" DIA.STEEL PIPE OR <br /> -PAINT BLACK-ATTACH TO MTL WALL SECT. ,I. MAX.4" DIA.COPPER PIPE <br /> STUD w/(2)S.M.S. i SLOTTED TOP TRACK <br /> � EXTEND GYP.BD.WHERE <br /> WALL GIRT-TYP. I Q NO CLG.OCCURS <br /> OIL T.O.WD, S.M.B.D. X PROVIDE MTL.STUD ARCHITECTS STAMP <br /> SEE INT.ELEV. i 00 BLKG.IN-LINE w/ z <br /> B <br /> OL CLG. <br /> 2x2 WD.VERT.@ 3"O.C.EA.SIDE SEE RCP PER R.C.P. ((fj�OHN <br /> ATTACH TO EA.NAILER w/FINISHSCREW GYP.BD.ov/CLG. i VERT.MTL.PANELMIN. 1/4" BEAD 3M FIRE a <br /> JSTS.PER RCP PER ELEV.ov/ AViE RRA/8"GYP.BD. BLDG.PAPER MTL.STUD BARRIER,CP-25WB+CAULK, C-351995/8"GYP.BD.- 20 GA.RUNNER TRACK FRAMING-SEEMPS-2+PUTTY,OR EQUALCEILING-SEE REFL.CLG.PLAN <br /> MTL.STUD FRAMING-SEE PLAN& PRIME&PAINT FLOOR PLAN <br /> 10-31-2019 <br /> WALL SCHED. FM191R WRAP BARRIER <br /> STRIP,OR I N� �EreEwn� ❑ �� <br /> -- I SEE� MATT.PER FIN.SCHED.,SHT. "q� ❑nTe �c' <br /> PROVIDE 3-5/8"x 20 GA MTL.STUD I #8 S.M.S.@ EA. EQUAL PLAN A9'0 ❑F CAt ,F <br /> BLKG.WHERE REQ'D.-ATTACH w/ x SIDE-TYP @ EA. 5/8"TYPE"X"GYP. A.F.F. <br /> (2)MIN.S.M.S.@ 16"O.C. STUD <br /> BID. <br /> T.O. WD. SLATS GYP. BD. CEILING TO GIRT BOTTOM TRACK1 FIRE RATED INSUL. PIPE PENETR.1 WALL TYPE Cl REVISIONS <br /> 19 15 11 7 3 No. Description Date By <br /> A9.2 3"=1'-0" A9.2 3"=1'-0" A9.2 3"=1'-0" A9.2 3"=1'-0" <br /> NOTE: <br /> INSTALL PER MANUF.INSTRUCTIONS: <br /> 1-HOUR RATED,ULTHROUGH- <br /> STANDING SEAM METAL PENETRATION FIRESTOP SYSTEM NO.W- <br /> L-1001 -REFER TO DETAIL 3/A10.9 <br /> ROOF PANEL-S.M.B.D. - - - - - - Project No.: 17028 <br /> 1"TYPE S DRYWALL SCREWS 8"O.C. ---- <br /> AT VERTICAL JOINTS AND 12"O.C. Drawn By: Author <br /> --- - AT FLOOR AND CEILING RUNNERS ----� - 10 9 BOTT.OF MTL.DECKING Checked By: Checker <br /> AND INTERMEDIATE STUDS. 9 <br /> A9.2 A9.2 ' <br /> 6.. MIN. <br /> MAX. 12" DIA.STEEL PIPE(SCHED. , <br /> ROOF PURLIN-TYP.-S.M.B.D. 40 OR HEAVIER)OR MAX.4" DIA. <br /> Q COPPER PIPE(TYPE L OR HEAVIER) �, STAGGER EVERY <br /> BATT INSUL.-SEE WALL SECT. G.S.M.FLAT BLKG.- \ OTHER BRACING <br /> STL.BM.-S.M.B.D. X <br /> Q EXTEND(1) FLUTE ° PERMIT SET <br /> 3-5/8"x 20 GA.MTL STUD BLKG @ MIN.BEYOND h ` <br /> 48"O.C.-NOTCH AS REQ'D.- I BRACING. 8.17.18 <br /> (2)MIN.TEK SCREWS @ 16"O.C. ATTACH w/(3)MIN.S.M.S.@ EA.END OO z <br /> 20 GA.3-5/8"MTL. w <br /> (2)MIN.S.M.S.@ EA. 16"O.C. _ _ - - - - - <br /> STUD BRACING @ 48" � _ <br /> - - - - - - - - - - - - _ O.C. <br /> LD- - - - - - - - - - - - - - �� - - - - - - - - - - - <br /> MIN. 3M FIRE -- -- - - OL PER <br /> - - MTL STUD DETAILS <br /> 20 GA.DEEP LEG SLIP TRACK a s----- � BARRIER,CP-25WB+ RS <br /> Q - ti FRAMING-SEE - - _ - _ - __ CEILING WHERE OCC - <br /> w/S.M.S.@ 24"O.C. x CAULK,OR EQUAL U <br /> _ Q GYP.BD. Q D FLOOR PLAN SEE REFL.CLG.PLAN <br /> -WHERE OCCURS <br /> Q 20 GA.DEEP LEG SLIP TRACK x D 3M FIRE BARRIER SOUND ATTEN.INSUL. <br /> GYP.BD.-WHERE OCCURS w/S.M.S.@ 24"O.C. PROVIDE MTL.STUD <br /> FS-195 WRAP STRIP,OR <br /> I I BLKG.IN-LINE w/CLG. <br /> EQUAL MTL.STUD FRAMING- <br /> MTL.STUDS-SEE FLR. MTL STUD FRAMING 5/8"TYPE"X"GYP. SEE FLR.PLAN MATT.PER FIN.SCHED.,SHT.A .0 <br /> PLAN&WALL SCHED. &GYP.BD.PER PLAN <br /> WALL PERPENDICULAR TO PURLINS WALL PARALLEL TO PURLINS BD. FIN.FLR. <br /> M 20 SLIP TRACK @ STL. BM. ,2 TOP TRACK @ PURLINS s FIRE RATED PIPE PENETRATION1 4 WALL TYPES Cl A9 * 2 <br /> A9.2 3"=1'-0" A9.2 3"=1'-0" A9.2 3"=1'-0" A9.2 11/2"=1'-0" <br /> n <br /> 00 <br />