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VERSA TERM COVER ATTACH TO STEEL DECK S.S.D.FOR VERSA TERM BASE APPROVED FASTENERS DURO-LAST CAULK MAIN RUNNER T.O. PARAPET FRAMING (1/2" BEAD MIN.) .................................... REF ELEVATIONS - FIXTURE CONTINUOUS 45 DEG. STRUCTURE ROOFING MEMBRANE ti12 GA.MIN.,GALV.HANGING APPROVED DURO-LAST WRAP OVER PARAPET STEEL STRAP:1"x 2"LONG x WIRES WITHIN 3"OF EACH FASTENERS TO BE 12 GA.MINIMUM CORNER OF FIXTURE INSTALLED IN ALL PRE- 4 TIGHT TURNS MINIMUM. i PUNCHED HOLES CROSS RUNNER SPLAYED SEISMIC BRACING WIRE CEILING TEES 12 GA.MIN.,GALV.HANGING WIRES CONTINUOUS (B) BRACING WIRE FIXTURE TO STRUCTURE ABOVE PER NOTE: ROOFING ATTUBC STD.25-2 OVERLAP EACH 10'-0" LENGTH OF MEMBRANE FOR FA TOSTEELDECK S.S.D. BASE BY 1". OVERLAP THE FOR FASTENERS 5865 Owens Drive ROOF FRAMING, Pleasanton, CA 94588 COVERS BY 11i2" UTILIZING THE S.S.D. PRE-NOTCHED END ON 10'-0" ......... ..... .... ...... 925-251-7200 CAMERA IN STORE LENGTHS. 5/8" STRUCTURE MOUNTED TO MAX. CEILING CLIP"HILTI"OR CROSS ISOMETRIC CEILING TEE. EQUAL 13 GAGELTI"ORIDE RUNNER LIGHT WALL FINISH AS SCHEDULED; REF FIXTURE AIR REGISTER EXTERIOR FINISH N 3 TIGHT TURNS MINIMUM SCHEDULE N VERTICAL HANGING WIRE NOTE:LIGHT FIXTURE SHALL BE GYP. BOARD; REF SECURED TO GRID AS PER WALL LEGEND ACOUSTICAL CLG.TILE NEC 410-16(TWO PER FIXTURE (A) HANGING WIRE UNLESS INDEPENDENTLY SCALE: 11/2"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" SUPPORTED) SECURITY CAMERA MOUNTING 20 PARAPET DETAIL (TYP.) 15 TYP WIRE ATTACHMENT 10 TYP ACT LIGHT FIXTURE ATTACHMENT 5 CONSULTANT ACT @ FURR CONTRACTOR OPTION:ATTACHED SEE UNATTACHED WALL,SIM END CONDITION MAY BE POP CONDITION BELOW FOR 3-5/8"STEEL STUD OR RIVETED IN LIEU OF MFR.RETAININGINFORMATION NOT RIGID CONDUIT CLIPS SHOWN COMPRESSION POST, ROOF MEMBRANE ATTACHED CONDITION MUST BE ABLE TO SPAN APPDX.4'-0" 45'OR LESS 3/8" BACKER ROD W/ 45°OR LESS CONTINUOUS SEALANT o 0 0 o ELEVEn NOTE: GC TO PROVIDE ELECTRICAL & 3/41, CONDUIT - - FLUSH CUT EDGE OF PANEL SHORT OF �`" ' _ _ _ _ _ _ _ _ _ _ _ _ CLG HT FROM CAMERA/MONITOR TO OFFICE. INSTALLATION OF EDGE OF WALL. OVERLAP TERMINATION BAR SEE RCP,A3 SERIES MONITOR SUPPORT BY G.C. MAIN RUNNER TERMINATION BAR ATTACHED AND CAULKED STEEL BAR JOIST PER MANUFACTURERS RECOMMENDATIONS FOR VERTICAL APPLICATIONS. UNATTACHED CONDITION p \` RETAINING CLIP 45'OR LESS °°o° 7-11 #1043581 PROVIDE P3300 UNISTRUT OR EQUAL NICHIHA FIBER CEMENT BOARD W/ 1/4"AIR LENGTH AS REQUIRED TO SPAN GAP.ATTACH PER MANUFACTURERS GYP BD MAIN RUNNER JOISTS. SECURE TO BOTTOM CHORD RECOMMENDATIONS. 45'OR LESS HANGER OF BAR JOIST ROOF STRUCTURE ABOVE `� ANCHOR TOE MOISTURE BARRIER `� STRUCTURE FASTEN RUNNER TO BOTTOM OF ABOVE SIP PANEL; REF SIP SHEETS STRUCTURE W/2#6 TEK SCREWS @ 24" o 0 0 8 0 0 0 O.C.OR AS REQUIRED TO SUPPORT THE = - - - - - - - - - - CLG HT CROSS RUNNER INSTALL AS PER ASTM C636 #12 HANGER WIRE LOAD SEE RCP,A3 SERIES ACOUSTICAL 3 518"X 20 GA.STUD BRACING AT LOOSE SCREW PANEL,SEE RCP,A3 w SCALE: 11/2"=1'-0" 24"O.C. SCALE: 3"=1'-0" SERIES SCALE: 1 1/2"=1'-0" Z w DETAIL - PARAPET WALL FINISH TRANSITION @ L DDS PORT TYP ACT @ BULKHEAD 9 TYP ACT COMPRESSION POST 4 O U) UNISTRUT SEE CONTRACTOR OPTION:ATTACHED SEE UNATTACHED STRUCTURE ABOVE Z Q PARAPET BEYOND PARAPET CAP FLASHING FOR RATED END CONDITION MAY BE POP CONDITION BELOW FOR Q SEE DETAIL r , 3-5/8"X 20 GA.STUDS AT 24"O.C. 12 GA4'-0" _ U i ATTACHMENT @ RIVETED IN LIEU OF MFR.RETAINI G INFORMATION NOT FOR WIRE ATTACHMENT NOTE:WRAP ALL CC LADDERPORT ROOF ABV CLIPS SHOWN WIRES 3 FULL TIMES G z J-BOX FOR SECURITY _ REF. MATERIAL .,MIN.,SWG GALV.WIRE AT 4'0"O.C.ALONG CAMERA & MONITOR SCHEDULE ON MAIN RUNNER,WITHIN 8"OF BEAM ENDS&WALLS _ AT RUNNER w 0 SHEET A3.0 HAVING WALL ANGLES (4)12 GA.GALV.WIRES,SPLAY IN PLANE OF RUNNERS AT DATA CABLES. 1/2"APA RATED PLYWOOD WALL ANGLE p� SHIM 45 DEG.ANGLE TO STRUCTURE ABOVE,ATTACH TO TYP. 2X10 BLOCKING SPANNING i i FINISH PER ROOM FINISH SCHEDULE AND 45 DEG. U STRUCTURE ABOVE AS SHOWN AT 12'-0"O.C.EA. PAST EACH ANCHOR BOLT CONT. SHEET METAL CLIP INTERIOR ELEVATIONS - DIRECTION,6-0"MAX.FROM WALLS > 0 \\ ROOFING MEMBRANE WRAP AND SEALANT, BOTH ___________= e SECURITY MONITOR IN STORE UNDER PARAPET CAP SIDES CLG HT U) SEE RCP,A3 SERIES � PLACE WIRE HOLES AT MAIN CNZ U) a \\ SUSPENDED FROM UNISTRUT LAP MOISTURE BARRIER ACOUSTICAL PANELS,SEE _ _ ATTACHED CONDITION RUNNER WITHIN 2"OF CROSS \ LOCATION TO BE DETERMINED UP T RCP RUNNER 45 DEG. �P� 06 0 OVER PARAPET BOTTOM CHORD BY CONSTRUCTION MANAGER. CROSS RUNNER AT � J INSET OF BAR JOIST THRU-BOLT COUNTERSINK `� 2'-0" O NUT INTO 2X BLOCKINGJL O.C.TYP. MOUNTING BRACKET BY OTHERS REF. LADDERPORT •�• A.F.F. F4 RETAINING CLIP 518"TYPE X 45 DEG. Z SPECIFICATIONS MAIN RUNNER 45 DEG. GYP BD - - WALL FINISH AS 9 HANGER WIRE SCHEDULED; REF A96 2x BLOCKING ANCHOR TO EXTERIOR FINISH OR METAL STUD STRUCTURE ACOUSTICAL LAY- GYP. BOARD; SCHEDULE BACKING,SEE ABOVE IN PANEL REF. WALL LEGEND PLAN MAIN RUNNER AT 4'-0" THRU-BOLT REF. _ _ CLG HT O.C.TYP.ATTACH AT ONE 2X6 BLOCKING LADDERPORT SEE RCP,A3 SERIES END,1/4"GAP AT SPANNING PAST SPECIFICATIONS OPPOSITE END EACH ANCHOR BOLT ACOUSTICAL PROVIDE COMPRESSION STRUTS AND LOOSE SCREW PANEL,SEE RCP, FIXTURE SUPPORT AS REQUIRED BY THE CBC SCALE: 1 1/2"=1'-0" SCALE: 11/2"=1'-0" SCALE: 3/4"=V-0" SCALE: 3"=1'-0" UNATTACHED CONDITION A3 SERIES SCALE: 3"=1'-0" 1994 UBC STANDARDS SECURITY CAMERA MOUNTING 3 23 PARAPET DETAIL AT LADDER PORT 18 SECTION @ BULKHEAD 13 TYP ACT @ 1 HR WALL 8 TYP ACT ISOMETRIC 3 PR#2 01 .06.2020 ACT @ FURR CONTRACTOR OPTION:ATTACHED SEE UNATTACHED WALL,SIM END CONDITION MAY BE POP CONDITION BELOW FOR js RIVETED IN LIEU OF MFR.RETAININC. INFORMATION NOT CLIPS SHOWN A\ REVISIONS 6'O"MAX. z UNATTACHED OPPOSITE 8"MAX. WALL WHERE OCCURS ATTACHED WALL CLG HT SEE RCP,A3 SERIES NOTE: GC TO PROVIDE 3/4" CONDUIT FROM CAMERA TO ATTACHED CONDITION OFFICE. INSTALLATION OF CAMERA SUPPORT BY G.C. 0 . . , . CLG HT F _ RETAINING CLIP GYP BD STEEL BAR JOIST GYPSUM WALL BOARD ��BLOCKING A3 SERIES MAIN RUNNER WALL COVERING AS SCHEDULED z HANGER WIRE HANGER WIRE GYP BD OR TILE BACKER BD,WO ANCHOR TO MAIN RUNNER ► TYP FRAMING STRUCTURE PROVIDE P3300 UNISTRUT OR EQUAL sTRucSTRUC LENGTH AS REQUIRED TO SPAN JOISTS. SECURE TO BOTTOM CHORDCROSS RUNNER- - - - - - - - - - - --LIGHT,WO,__---' — 2x BLOCKING OR _ _ _ _ _ _ _ _ _ _ CLG HT �SEE--_ ERIES ATTACHED WALL OF BAR JOIST. LOCATE 1' OFF EXTERIOR WALL. \ MEL STUD,SEE A2. SEE RCP,A3 ACOUSTICAL LOOSE SCREW PANEL,SEE RCP,A3 COMPRESSION STRUT W/ UNATTACHED CONDITION SERIES 4 DIAGONAL BRACE SCALE: 3"=1'-0" SCALE: 3"=1'-0" WIRES AND 1 HANGER WIRE,AT 8'-0"X 12'-0" TYP GYP BD CEILING @ WALL 12 TYP ACT @ WALL 7 O.C., -0"LS,S EAX FROM (4/A9.6) UNISTRUT 8" TYP. U O U DUCT OR OTHER OBSTRUCTION ---- 4"X4" J-BOX FOR CAMERA. BLOCKING CAMERA IN STORE 8 GA.HANGER WIRE SEAL SIGNATURE MOUNTED TO UNISTRUT. SEE PLANS FOR z 3 TURNS IN 11/2"TYP. JOB NO. 1497.009 12 GA.DIAGONAL CENTER CAMERA ABOVE FRAMING ACOUSTICAL TILE PANELS co \ DOOR METAL STUDS AT 4'-0"O.C.SEE D RAW N JG 0 TABLE BELOW FOR SPAN BOTTOM CHORD CHECK SF INSET OF BAR JOIST CLG HT GYPSUM WALL BOARIJ SEE X14, ARCHITECTURAL A3 SERIES SUSPENDED T-BAR CLG. 5/8"TYPE X GYP BD TO TYP F RAM I N G SPAN TABLE: 4'-0"O.C. DETAILS - CEILING 0- BTM OF ROOF FRAMING 6'-0"SPAN=21/2"x 16 GA. UNATTACHED WALL TYPICAL ABV 8'-0"SPAN=4"x 16 GA. 0 INSTALL SUSPENDED ACT CEILING M 12'-0"SPAN=6"x 16 GA. AS PER ASTM C636 FOR OBSTRUCTIONS SEE (6/A9.6) 0 NOTE: USE ONLY IC OR CC TYPE STUDS. PROVIDE N FOR WIRE ATTACHMENTS SEE / SHEET BLOCKING AT 4'0"O.C.MAX. FOR COMPRESSION POST SEE (4/A9.6) N SCALE: 1 1/2"=1'-0" SCALE: 3"=1'-0" SCALE: 3/4"=V-0" SCALE: 3/8"=V-0" FOR ISOMETRIC SEE (3/A9.6) 0 N co SECURITY CAMERA MOUNTING 2 21 TYP GYP BD CEILING @ 1 HR WALL 11 TYP ACT FRAMING @ OBSTRUCTION 6 TYP ACT FRAMING PLAN 1