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BOTT.OF(E) ROOF FILL w/FIRE SAFING <br /> DECKING <br /> SEE <br /> PLAN QUASAR PRISMATIC ALUMINUM THERMALLY SPECS:VLT:70% <br /> 5/8"TYPE'X'GYP.BD. WALL ANGLE-TYP. U FACTOR:.73 MODEL#:3096-ALT-CM _+ I <br /> -TOP&BOTT. CLEAR IMPACT MODIFIED PRISMATIC BROKEN CURB MOUNTED TRIARCH SKYLIGHT SHGC:.47 INSIDE CURB DIM:30 1 "X691 N ■ <br /> 4 2 PROVIDE G.S.M.CLOSURE <br /> i VERTICAL SUSPENSION WIRE-TYP. ACRYLIC INNER DOME(CPM) ARCHITECTURE <br /> REFER-INSTALL LATERAL SPLAY WIRE ATTACHED WALL WHERE EXPOSED <br /> i 6"x 20 GA.MTL.CLG.JST. WHITE IMPACT MODIFIED PRISMATIC BLACK BUTYL <br /> i @ 16"O.C. BRACING AT CEILING AREAS GREATER ACRYLIC INNER DOME(WPM) SEALANT <br /> THAN 144 S.F.-SEE 18/A10.3. CONDENSATE PROVISION SLOTTED TOP TRACK- <br /> R-19 SOUND ATTEN. 2"OVERSIZED TRIM RING-TYP.@ FIRE ATTACH TO DECKING w/ <br /> SPRINKLER PENETRATIONS (3)S.M.S.@ 16"O.C. <br /> i INSUL. -COLOR TO MATCH CLG.PANEL POLYURETHANE SEALANT SOUND ATTEN.INSUL. <br /> SANTOPRENE THERMOPLASTIC <br /> PER R.C.P. MAIN SUSPENSION RUNNER-TYP. GASKET(UL LISTED) PER WALL TYPE <br /> i J ALUMINUM RETAINER CAP I 5/8"TYPE'X'GYP.BD.EA.SIDE ARCHITECT <br /> i CROSS-TEE,TYP-SEE 14/10.3. ALUM.THERMALLY BROKEN i PROVIDE MTL.STUD NJ ASSOCIATES <br /> FRAME POURED& ' '! BLKG.IN-LINE W/CLG. <br /> J o PER R.C.P. 22769 N BENDER ROAD <br /> MTL.STUD CLG.RIM JST.- J = DEBRIDGED(AAMA <br /> ATTACH TO TOP TRACK w/ Q COMPLIANT) FASTENERS - - --- --� ACAMPO CA 95220 <br /> (3)S.M.S.@ 16"O.C. NOTE: o <br /> ( BY OTHERS) PER R.C.P. CEILING WHERE 209.727.2040 <br /> SUSPENSION SYSTEM = z SEALANT AS REQ'D. - - OCCURS-SEE REFL. www.njaarchitecture.com <br /> COMPONENTS SHALL BE HEAVY Q (BY OTHERS) CLG.PLAN <br /> EA.SIDE E'X'GYP.BD. � (BY OTHERIDE ROOF CURB <br /> DUTY RATED TO WITHSTAND Q <br /> UNATTACHED WALL I SEE CLIENT <br /> 5/8" <br /> SEISMIC LOADS IN ACCORDANCE ROOFING INSIDE CURB FLASHING CLEARANCE 8 PLAN <br /> WITH CBC SECTION 1621 FOR 2 _0" (BY OTHERS) DIMENSIONS <br /> A1o.o <br /> SOUND ATTEN.INSUL. CATEGORY D. HIGH WATER BREWING <br /> � <br /> PER WALL TYPE A.F.F.lYP <br /> 17 1 -HR FIRE-RATED WALL TO CLG 13 TYP. SUSP. ACOUST. PANEL CEILING 9 SKYLIGHT DETAIL , RW1 - 1 -HR FIRE-RATED PARTITION <br /> A10.0 11/2"=1'-0" A10.0 1/4"=1'-0" A10.0 6"=1'-0" A10.0 11/2"=1'-0" <br /> _"J A PROJECT <br /> METAL SUSPENSION SYSTEM FOR ACOUSTICAL BE INSTALLED AS PER LIGHT FIXTURE. HIGH WATER BREWING <br /> VERTICAL SUPPORT: 927 INDUSTRIAL WAY <br /> TILE AND FOR LAY-IN PANEL CEILINGS 5/8"TYPE'X'GYP.BD. LODI CA 95240 <br /> 12 GAUGE WIRES 4'ON CENTER WITHIN 8"OF EACH WALL. -TOP&BOTT. SHT.METAL FASTENER TO FLAT <br /> FOR COMPRESSION POST HANGER WIRES TO BE WITHIN 1:6 OF PLUMB UNLESS COUNTER SLOPING WIRES ARE BLOCKING-TYPICAL R T <br /> ATTACHMENTTO ROOF PROVIDED. MTL.CORNER BEAD i 6"x 20 GA.MTL.CLG.JST. 16"O.C. <br /> FRAMING,SEE STRUCT.DWGS. LATERAL BRACING: -ATTACH TO TOP TRACK w/ #8 SHEET METAL SCREW <br /> (3)S.M.S.@ 16"O.C. <br /> COMPRESSION POST 12 GAUGE WIRE,4 WIRES SECURED WITHIN 2"OF THE CROSS RUNNER INTERSECTION AND - - - - -TYP.(X3) <br /> N REFER TO DTL. 11/A10.3 SPLAYED 90°FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45°FROM THE PLANE OF R-19 SOUND ATTEN. <br /> TRACE OF"FLATTENED" FOLD �•` <br /> E THE CEILING. A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND MTL.STUD CLG. i INSUL. �� _• ", -�-; <br /> 45° 45° FASTENED TO THE STRUCTURE MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THESE 4 RIM JST. i - _ -TYPICAL .d_ <br /> W S WIRE BRACING POINTS TO BE WITHIN 6'OF EACH WALL AND 12' PER R.C.P.O.C.IN EACH DIRECTION. FOR - - - - (1) LAYER OF 5/8"TYPE"X"GYP.BD., <br /> '_ ." f i REF.SCHED.FOR NON-RATED AND <br /> TILE CEILINGS,ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER TO �. { i 4" e RATED PARTITION TYPES <br /> PREVENT THEIR SPREADING. <br /> CROSS RUNNERS: _ MAIN RUNNERS: MTL.STUD TOP TRACK <br /> 2'-0"O.C. 4-0 O.C. LIGHTING FIXTURES("Intermediate"systems) <br /> ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING _ i ¢; MTL.STUD FRAMING-REF. <br /> SYSTEM. NO. 12 GAUGE HANGERS SHALL BE ATTACHED TO THE GRID MEMBERS WITHIN 3"OF ' J SCHED.FOR SIZE,GA.& <br /> 12 GA.SUPPORT WIRES,TYP. 45° EACH CORNER OF EACH FIXTURE. IN ADDITION TO THE ABOVE,PROVIDE TWO N0. 12 GAUGE SOUND ATTEN.INSUL. i 5/8"TYPE'X'GYP.BD. 3 5/8"X 20 GA.MTL.STUD DIAG. ae•a a a SPACING <br /> -REFER TO DTL. 18/A10.3 HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. THESE PER WALL TYPE i EA.SIDE .a <br /> BRACE ._ <br /> 45° WIRES MAY BE SLACK. -CUT AND FOLD TERMINATION ATBATT INSULATION,REF.SCHED <br /> DECK AS ILLUSTRATED "°'' p '. ' • • FOR SIZE <br /> MECHANICAL SERVICES: = _ _ •-� - <br /> CEILING MOUNTED AIR TERMINALS WIG HING LESS THAN 20 POUNDS SHALL BE POSITIVELY SEE EXISTING CONCRETE TILT UP <br /> 8 �•' a,• f_`' 4 a°•� <br /> ATTACHED TO THE CEILING RUNNERS. TERMINALS WEIGHING MORE THAN 20 POUNDS SHALL WALLPLAN <br /> NOTE:VERT.STRUT @ SPLAY BE INSTALLED AS PER LIGHT FIXTURE. A10.0 <br /> WIRE BRACING 12'-0"O.C.W/FIRST A.F.F. <br /> POINT WITHIN 6 FT.FROM EA.WALL REFERENCE: <br /> CBC 803.9.1.1,CBC 1613.1,ASCE 7-05 CHAPTER 13,ASTM 635,ASTM 636,ICC ES REPORT,AND <br /> 18 SUSPENDED CEILING T-BAR GRID MANUFACTURER'S SPECIFICATIONS. 10 RW2 - 1 -HR FIRE-RATED PARTITION 6 METAL BRACING 2 W1 - METAL PARTITION TO EXISTING CONIC <br /> A10.0 1/2"=1'-0" A10.0 11/2"=1'-0" A10.0 3"=1'-0" A10.0 3-'=l--0-' <br /> NOTE: <br /> #8 S.M.S.@ EA. INSTALL PER MANUF.INSTRUCTIONS: <br /> 12 GA.SUPPORT WIRES,TYP.OF SIDE-TYP @ EA. 1-HOUR RATED,UL THROUGH-PENETRATION <br /> 2-REFER TO DETAIL 18/A10.3 UNDERSIDE OF FLOOR NO. 12 GA.VERTICAL STUD FIRESTOP SYSTEM NO.W-L-5001 -REFER TO 3/A10.9 <br /> HANGER WIRE WAN g SecFp <br /> OR CEILING ABOVE TUBE-LEVEL CEILING I F <br /> GRID PRIOR TO SETTING - - - - - - - - - - - - - - - - - - - - - - OR�pT�gN 1"TYPE S DRYWALL SCREWS 8"O.C. <br /> 5/32"DIA.HOLE W/1/8"DIA. TUBE \ Q BOTT.OF ROOF DECKING SA<7CF x AT VERTICAL JOINTS AND 12"O.C. <br /> BOLT&LOCKING NUT AT FLOOR AND CEILING RUNNERS <br /> MEMBER"A"-REFER i i <br /> TO COMPRESSION POST i PROVIDE G.S.M.CLOSURE t " >< AND INTERMEDIATE STUDS. <br /> MEMBER"B"-REFER SCHEDULE BELOW FOR i WHERE EXPOSED <br /> TO COMPRESSION POSTSIZE '" - x - MAX.6" DIA.STEEL PIPE OR <br /> SCHEDULE BELOW FOR SLOTTED TOP TRACK x x MAX.4" DIA.COPPER PIPE <br /> SIZE a <br /> i i <br /> SLOT END OF EMTTO EXTEND GYP.BD.WHERE x 0 <br /> NOTE FIT OVER CEILING i NO CLG.OCCURS Q <br /> EXTENDTUBETIGHT RUNNER PROVIDE MTL.STUD <br /> - ARCHITECTS STAMP <br /> TO CEILING& BLKG.IN-LINE W/ i <br /> STRUCTURE ABOVE MAIN RUNNERCO <br /> PRIORTOSECURING CLG. i Co = <br /> OVERLAPPING TUBES. CROSS RUNNER i = PER R.C.P. grc A <br /> PROVIDE A MIN.4" SOUND ATTEN. i _ --- <br /> LAP BETWEEN TUBES INSUL. CEILING WHERE #8 S.M.S.(TYP x8) MIN. 1/4" BEAD 3M FIRE <br /> LIGHT FIXTURE HOUSING i <br /> IN FULLY EXTENDED PER R.C.P. -4 JOHN A VIERRA <br /> POSITION. -- OCCURS-SEE REFL. 16 GA.GALV.STL.STRAP WD.STUD FRAMING BARRIER,CP-25WB+CAULK, C-35199 <br /> 12 GA.SUPPORT WIRE CLG.PLAN MPS-2+PUTTY,OR EQUAL is <br /> -TYP @ CORNERS COMPRESSION POST SCHEDULE s SEE FLOOR PLAN 10-31-TSnEEI MAT'L.PER FIN.SCHED.,SHT. 20 GA.RUNNER TRACK 3M FIRE BARRIER FS-195 WRAP �T R aA Epc Q�- <br /> MAXIMUM LENGTH MEMBER"A" MEMBER"B" A10.0 STRIP,OR EQUAL SOF SFO <br /> A9.0 <br /> 6'-6" 1"DIA.EMT 1 1/4" DIA.EMT <br /> MTL.PARTITION STUD TYP <br /> CA <br /> A.F.F. 5/8"TYPE"X"GYP.BD. <br /> 8'-6" 1 1/4"DIA.EMT 1 1/2" DIA.EMT <br /> No. Description Date By <br /> ,9 LIGHT FIXTURE ANCHORAGE 15 COMPRESSION POST 11 PARTITION TO DECK 7 TOP TRACK 3 FIRE RATED INSUL. PIPE PENETR. 1 PLAN CHECK#1 5.XX.18 EM <br /> A10.0 1/2"=1'-0" A10.0 1"=1'-0" A10.0 11/2"=1'-0" A10.0 3"=1'-0" A10.0 3-'=l--0" <br /> NOTE: <br /> INSTALL PER MANUF.INSTRUCTIONS: <br /> 8"MAX. 1-HOUR RATED,ULTHROUGH-PENETRATION FIRESTOP <br /> 8"MAX. ' MTL.PARTITION STUD- SYSTEM N0.W-L-1001 -REFER TO DETAIL 3/A10.9 <br /> � . � <br /> $ 1"TYPE S DRYWALL SCREWS 8"O.C. Project No.: 17043 <br /> WALV SOFFIT __� _ � TYP. <br /> WALV SOFFIT r -- �.` A10.0 BOTT.OF MTL.DECKING AT VERTICAL JOINTS AND 12"O.C. Drawn By: JWNS <br /> AT FLOOR AND CEILING RUNNERS <br /> CLG.SUSPENSION ' Checked By: JV <br /> AND INTERMEDIATE STUDS. <br /> CLG.SUSP. (� ❑ 6"MIN. ,' <br /> WIRE-AS REQ'D ,' 0.118 HILTI PIN X-GN <br /> WIRE ❑ BY MANUF. -NO I \ f' PAF @ 16"O.C.-TYP _ MAX. 12" DIA.STEEL PIPE(SCHED. <br /> SEISMIC RESTRAINT CLIP 3/8"MIN-3/4"MAX. ` 1�� , ,' STAGGER EVERY 40 OR HEAVIER)OR MAX.4" DIA. <br /> G.S.M.FLAT BLKG.- _ r OTHER BRACING Q COPPER PIPE(TYPE L OR HEAVIER) <br /> SCREW FASTENER SEISMIC RESTRAINT ISOMETRIC VIEW EXTEND(1)FLUTE <br /> TIGHTTO MAIN ISOMETRIC VIEW CLIP MIN.BEYOND \� ��_ ,'r x <br /> PERMIT SET <br /> RUNNER/CROSS-TEE BRACING. J x <br /> o z 04.04.18 <br /> 20 GA.3-5/8"MTL. w SF OO <br /> + STUD BRACING @ 48" � = <br /> Li F O.C. _ _ __ = PER R.C.P. /pT <br /> CEIL�G y <br /> OCCURS-SEE REFL.CLG. - - MIN. 1/4" BEAD 3M FIRE BARRIER, DETAILS <br /> WALL ANGLE WALL ANGLE PLAN WD.STUD FRAMING CP-25WB+CAULK,OR EQUAL <br /> SOUND ATTEN.INSUL. 20 GA.RUNNER TRACK -SEE FLOOR PLAN <br /> SCREW FASTENER BEYOND-TYP. SCREW FASTENER BEYOND-TYP. PROVIDE MTL.STUD 3M FIRE BARRIER FS-195 WRAP <br /> 7/8 <br /> STRIP,OR EQUAL <br /> ACOUSTICAL CLG.PANEL MTL.STUD FRAMING- BLKG.IN-LINE W/CLG. <br /> ACOUSTICAL CLG.PANELU. <br /> SEE FLR.PLAN i � .�- #8 S.M.S.@ EA. <br /> MAIN RUNNER/ MAT'L.PER FIN.SCHED,SHT.A9.0 D. <br /> MAIN RUNNER/CROSS-TEE 5/8"TYPE"X"GYP.B <br /> i <br /> AS MFR'D.BY ARMSTRONG CROSS-TEE AS MFR'D.BY FIN.FLR. x SIDE-TYP @ EA. <br /> WORLD INDUSTRIES ARMSTRONG WORLD STUD <br /> INDUSTRIES <br /> PARTITION W/ 6" EXTENSION BRACED TRACK <br /> BOTTOM FIRE RATED PIPE PENETRATION <br /> 20 SUSP. CLG. ATTACHED WALL ANGLE ,6 SUSP. CLG. 'FLOAT' WALL ANGLE ,2 $ 4 <br /> A,0.0 6"=1'-0" A10.0 6"=1'-0" A10.0 11/2"=1'-0" A10.0 3"=1'-0" A10.0 <br /> 3"=1'-0" Al OeO <br />