|
CITY -DE SANTA ANIA
<br />12 GA. VERTICAL WIRE HANGER IN
<br />TUBING 1 LEVEL CEILING GRID PRIOR Planni � encTO SETTING TUBE SECURELY FASTENY
<br />TO ROOF/FLOOR STRUCTURE W/ 3'
<br />VARIES X 1 /4" CLOSED EYE SCREW W/ UNDERSIDE OF FLOOR ORi
<br />1-1/4" PENETRATION INTO WOOD OR ROOF STRUCTURE ABOVE
<br />METAL STUDS (2-1/2", 20 W/ ANGLE CLIPS AND ANCHOR BO
<br />GA. @ 24" O.C. U.O.N.) INTO CONC. DECK. ATTA TO
<br />" WITH 5/8" GYPSUM BOARD 12 GA. SPLAY WIRE BRACING IN I ST CTURE ABOVE
<br />AT EACH SIDE. PLANE OF EA. RUNNER - MAX. XL89 1
<br />VERT. ANGLE 45 DEGREES 12 GA.
<br />CASING BEAD, WHERE ® (ATTACHED TO MAIN RUNNER IN 1 ANGLE CLIP
<br />XL89
<br />INDICATED, TYP. FOUR DIRECTIONS)I J bA
<br />1/2" ELECTRICAL CONDUIT HD899'Y xl3 R PcF
<br />N (EMT) -THIN WALL I ALTERNATE DETAIL
<br />8 MA 3/4" ELECTRIC CONDUIT (EXISTING CONDITIONS)
<br />(EMT) -THIN WALL #3 SELF TAPPING SCREW OR 3/16 Santa Ana, Ca. 92705
<br />8" MA SLOT END OF TUBE TO DIA. CONC. ANCHOR OR #4 WOOD / XV3
<br />SCRRE HDB98'Y �
<br />4 O FIT OVER CEILING RUNNER 0 DRILL 5/32" HOLE AND
<br />�o` NOTES: INSTALL 1/8" BOLT
<br />EXISTING WINDOW GYP. BRD. . a 1. FIRST SPLAY WIRE AND LOCKING NUT Master
<br />FURR OUT, PER PLAN 2» �o� LOCATIONS WITHIN 4 -0
<br />HD89 TENANT
<br />a OF ALL WALLS. INTERIOR
<br />EXISTING WINDOW FRAME � '0� � ` SPLAY WIRES IN BOTH 2°
<br />TO BE PAINTED FLAT BLACK "UNATTACHED" 2 4 DIRECTIONS I.C.C. REPORT �. Date:
<br />2. #4071 MAIN SUPPORTS: D G C
<br />NEOPRENE SEAL a '� e , 12 GA. HANGER WIRES @ 4'-0" O.0 EACH WAY. WIRES SHALL H E 3 TURNS WITHIN 3" AND
<br />EXISTING WINDOW MULLION "ATTACHED" �� CROSS RUNNER @ ti SHALL NOT BE MORE THAN 1 IN 6 OUT OF PLUMB UNLESS A OUNTER LOPED WIRE IS
<br />C 2'- 0 OR 4'- 0 0. C. PROVIDED. WIRES SHALL NOT ATTACH TO OR BEND AROUND IN RFERING
<br />EXISTING EXTERIOR GLAZING a EQUIPMENT.
<br />NOTE: SUSPENSION SY EM SHALL BE INSTALLED IN MAIN RUNNER � III E A
<br />ACCORDANCE WITH T PROVISIONS OF ASTM C-635 & @ 4'-0" O.C. PERIMETER WIRES: UJ
<br />CENTERLINE OF PARTITION C-636, PER 202 C.B.C. SECTIONS 803 (WALL AND CEILING FINISHES) AND 808 12 GAUGE WIRES INSTALLED WITHIN 8" OF WALL AT EACH MAIN AND CROSS TIE TO THE WALL
<br />AND MULLION. (ACOUSTICAL C NG SYSTEMS) AND CHAPTER 7 (FOR FIRE RESISTANCE RATED JUNCTURE. AREA SQUARE FOOTAGE
<br />CONSTRUCTI0 PER MANUFACTURERS RECOMMENDATIONS, AND GENERALLY ACCEPTED EXISTING 640: 3,298 TOTAL SF
<br />ENGINEERIN PRACTICE. HANGERS SHALL BE NOT LESS THAN THE SIZES SET FORTH IN SEISMIC SPLAY WIRES: EXPANDED 640: 4,486 TOTAL S
<br />2022 CB . FASTENED TO OR IMBEDDED IN THE STRUCTURAL FRAMING. HANGERS SHALL BE 12 GAUGE WIRES SPLAYED IN FOUR DIRECTIONS, 90 DEGREES APART, PARALLEL TO CROSS AN
<br />SADDL IED AROUND MAIN RUNNERS TO DEVELOP FULL STRENGTH OF HANGERS. DO NOT MAIN RUNNERS, WITHIN 2" OF THE INTERSECTION OF THE CROSS AND MAIN RUNNER, 45 EXISTING 600: 5,480 TOTAL SF
<br />USE AT HANQERS. . DEGREES FROM HORIZONTAL, 12' O.C., BEGINN FCpM THE CORNER OF THE CEILING. REDUCED 600: 4,292 TOTAL SF
<br />20 PARTITION @ MULLION 1 LOSURE ANGLE 1 COMPRESSION STRUT DETAIL WIRES SHALL HAVE 3 TURNS WITHIN 3".
<br />PARTITIONMULL SCALE: " = CLOSURE ANGLE SCALE: 3" = 1'-0" COMPRS SCALE: N.T.S. COMPRESSION STRUT:
<br />COMPRESSION STRUT SHALL BE INSTALLED OF SEISMIC SPLAY WIRES. THE STRUT
<br />NEW SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE SHALL BE SIZED BASED ON THEIR LENG A THE COMPRESSION STRUT TABLE. ATTACH
<br />PROVISIONS OF ASTM C 635 & 636 AND CBC SECTION 1613.1.PER ASCE 7-05, SEC 13.5.6.2.2: TO MAIN RUNNERS WITH Y4" MACHINE B THE STRUCTURE WITH N16" DIAMETER SCRE
<br />1. HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED. LIGHT FIXTURE SUPPORT:
<br />12 GAUGE WIRES ATTACHED TO MAIN OR CROSS TEES WITHIN 3" OF FIXTURE AT EACH CORNER.
<br />2. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL NOT BE LESS THAN 2 12 GAUGE SAFETY WIRES ATTACHED TO FIXTURE (OPPOSITE CORNERS) EXTENDING TO
<br />IN. IN EACH ORTHOGONAL HORIZONTAL DIRECTION. ONE END OF THE CEILING GRID SHALL STRUCTURE ABOVE. INSTALL ONE SCREW AT OPPOSITE CORNERS OF FIXTURE TO MAIN OR
<br />CEILING TILE BE ATTACHED TO THE CLOSURE ANGLE, THE OTHER END IN EACH HORIZONTAL DIRECTION CROSS TEES. THE LIGHT FIXTURE SHALL NOT EXCEED 56 LBS IN WEIGHT.
<br />SHALL HAVE A 0.75 IN. CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE
<br />CONTINUOUS METAL TRACK ^v TO SLIDE ON A CLOSURE ANGLE. SEE DETAIL #19 ON THIS SHEET. ICC APPROVAL:
<br />WITH 5/8" GYP. BD. AT THE CEILING SYSTEM SHALL HAVE VALID ICC EVALUATION REPORT. THE PROPOSED SYSTEM TO
<br />EACH SIDE (TYPE "X" WHERE 3. FOR CEILING AREAS EXCEEDING 2,500 S.F.. A SEISMIC SEPARATION JOINT OR FULL HEIGHT BE APPLICABLE TO SEISMIC DESIG CATEGORIES D THROUGH F, AND SPECIAL INSPECTION TO
<br />PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2,500 S.F. SHALL BE BE REQUIRED FOR CEILING INS T LATION.
<br />1 HR. CORRIDOR AND/OR PROVIDED - UNLESS STRUCTURAL ANALYSES ARE PERFORMED OF THE CEILING BRACING
<br />FIRE RATD WALL OCCURS). METAL STUD WITH SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT DEMONSTRATE CEILING SYSTEM RUNNERS AND CROSS RUNNER
<br />5/8" GYP. BD. AT EACH PENETRATIONS AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE MAIN RUNNERS AND CROSS NNERS SHALL BE ATTACHED TO WALL ANGLES AT TWO (2) THESE DRAWINGS AND/OR THE ACCOMPANING SPECIFICATIONS AS INSTRUMENTS
<br />OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF SPACES AND THEIR USE AND
<br />SIDE. (TYPE X" WHERE 1 HR. THE ANTICIPATED LATERAL DISPLACEMENT. EACH AREA SHALL BE PROVIDED WITH CLOSURE ADJACENT WALLS ONLY, AT E OTHER TWO WALLS NO DIRECT ATTACHMENT IS PERMITTED. PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SPACE OR SUITE FOR
<br />CORRIDOR AND/OR FIRE RATED ANGLES. AANYICMEfMOO,WINEWHOLEP RAREN PART ISEPRHBIITED EXCEPTRBYUWRITENPERY
<br />WESTERN INTEGRATED WALL OCCURS). MISSION FROM SPACES. ITU TO THESE PLANS AND/OR SPECIFICATIONS SHALL
<br />S REMAIN SPACES WITHOUT PREJUDICE, AND VISUAL CONTACT SE THEM SHALL
<br />4. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEAD
<br />. PRE -FIT AND PRE -FINISHED. CONSTITUTE PRIMA FACIA EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
<br />(20 MIN. LABEL WHERE 1 HR. AND OTHER PENETRATIONS SHALL BE PROVIDED WITH A 2" OVERSIZE RING, SLEEVE, OR COMPRESSION STRUT SIZES ELECTRICAL METALLIC TUBE
<br />WESTERN INTEGRATED ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN METAL STUD SIZES EMT SIZES
<br />CORRIDOR) ; ; PRE -FIT AND PRE -FINISHED. ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMMODATE 1" (EMT)
<br />1-3/4" THICK SOLID CORE DOOR (20 MIN. LABEL WHERE 1 HR. OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT () SIZE ALLOWABLE
<br />CORRIDOR SIZE ALLOWABLE LENGTH L LENGTH L
<br />THE TOP OF THE SPRINKLER HEAD EXTENSION.
<br />DOOR STOP FIRE SEALS @ RATED DOORS ONLY 1-3/4" THICK SOLID CORE DOOR 4. LATERAL BRACING FOR SUSPENDED CEILING SHALL BE PROVIDED. WHERE CEILING IS NOT
<br />SUPPORTING INTERIOR PARTITIONS, CEILING BRACING SHALL BE PROVIDED BY FOUR NO. 12
<br />FIRE SEALS @RATED DOORS ONLY GAUGE WIRES SS RUNNER
<br />INTERSECTION ANDUSPLAY D 90 DEGREESRED TO THE MAIN NFROMNER WEACH OTHER AT ITHIN 2 INCHES OF THE RO AN ANG ENOT EXCEEDING
<br />DOOR STOP
<br />METAL DOOR JAMB BEYOND 45 DEGREES FROM THE PLAN OF THE CEILING. A STRUT (ADEQUATE TO RESIST THE
<br />VERTICAL COMPONENT FROM LATERAL LOADS) FASTENED TO THE MAIN RUNNER SHALL BE
<br />EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS OF THE ROOF OR FLOOR
<br />ABOVE. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FEET O.C. IN BOTH
<br />DIRECTIONS WITH THE FIRST POINT WITHIN 6 FEET OF EACH WALL. ATTACHMENT OF
<br />3%" 25 GA MTL TUD
<br />0'-0" TO 5'-0"
<br />6" 18 GA MT STUD
<br />5'-0" TO 8'-0"
<br />2 : 3%" GA MTL STUD
<br />8'-0" TO 15'-0"
<br />CONNECT WEB TO FLANGE
<br />WITH S EWS AT 24" O.C.
<br />Y2"
<br />DIA.
<br />EMT
<br />0'-0"
<br />TO
<br />3'-0"
<br />%"
<br />DIA.
<br />EMT
<br />2'-6"
<br />TO
<br />4'-6"
<br />1X"
<br />DIA.
<br />EMT
<br />4'-6"
<br />TO
<br />7'-6"
<br />%"
<br />DIA.
<br />EMT
<br />7'-0"
<br />TO
<br />9'-0"
<br />RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED.
<br />SEE DETAILS #11 & 17 ON THIS SHEET. STRUT OTHER THAN THE ONES LISTED MAY BE USED WITH AN EVALUTION REPORT BY ICC
<br />OR 0 HER SUPPORTING INFORMATION (I.E. CALCULATIONS, TESTING, ETC.)
<br />5. SPECIAL INSPECTION IS REQUIRED OF ITS INSTALLATION. [EXCEPTION: SUSPENDED CEILINGS
<br />IN 1 & 2 STORY LIGHT FRAME BUILDINGS W/SDS<0.5GTI.]
<br />15 14 INTERIOR DOOR HEAD DETAIL 13 DOOR JAMB DETAIL 12 SUSPENDED CEILING NOTES 1 HEAVY DUTY SUSPENDED CEILING
<br />D015 SCALE: 6" = 1'-0" D017 SCALE: 6" = 1'-0" SCN SCALE: N.T.S. SUSP CEIL SCALE: 3/8" = 1'-0"
<br />1. WALL ASSEMBLY - THE 1,2,3 OR 4 HR FIRE -RATED GYPSUM WALL BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE
<br />MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE
<br />RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: PRESCREEN CORRECTIONS
<br />A. STUDS - WALL FRAMING MAY CONSIST OR EITHER WOOD STUDS (MAX. 2 HR FIRE RATED ASSEMBLIES) OR STEEL CHANNEL STU EXISTING CONCRETE DECK ABOVE EXISTING CONCRETE DECK ABOVE 1 10.08.25
<br />WOOD STUDS TO CONSIST OF NOM. 2 x 4 IN. LUMBER SPACED AT 18 IN. O.C. WITH NOM. 2 x 4 IN. LUMBER AND PLATES A
<br />CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. O.C.
<br />B. WALLBOARD, GYPSUM - NOM. 1/2 OR 5/8 IN. THICK, 4 FT. WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WA OARD SUBMIT TO 09.15.25
<br />RYPS, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE SPECIFIED IN THE INDI AL U300 OR Z PI AN CHECK
<br />U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX. DIAM. OF OPENING IS 13-1/2 IN. RELEASED TO
<br />2. PIPE OR CONDUIT - NOM. 12 IN. DIAM. (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE, NOM. 6 IN. DIA OR SMALLER) STEEL o _ 09.03.25
<br />CONDUIT, NOM. 4 IN. DIAM. (OR SMALLER) STEEL ELECTRICA METALIC TUBING, OR TYPE L OR (OR HEAVIER) PER TUBING, NOM. 1 IN. p p p p p o p
<br />DIAM. (OR SMALLER) FLEXIBLE STEEL CONDUIT. WHEN COPPER PIPE OR FLEXIBLE STEEL CONDUIT IS USED, X. F RATING OF FIRESTOP NO. DESCRIPTION DATE
<br />0
<br />BA INSULATION HERE SHOWN TT N N W
<br />(
<br />SYSTEM (ITEM STRUCIEO USING STEEL CHANNEL STUDS). A MAX OF ONE PIPE OR CONDUIT IS PERMI IN THE FIRESTOP SYSTEM. PIPE OR ON PLANS
<br />CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIDLY SUPPORTED 0 BOTH SIDES OF WALL ASSEMBLY.
<br />3. FILL, VOID OR CAVITY MATERIAL - CAULK - CAULK FILL MATERIAL INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE OR CUT FLANGES, BEND WEB 2" MIN. CUT FLANGES, BEND WEB 2" MIN. REVISIONS
<br />CONDUIT AND GYPSUM WALLBOARD & WITH A MIN. 1/4 IN. DIAM. BEAD OF CAULK APPLIED TO PERIMETER OF PIPE OR CONDUIT AT ITS AND FASTEN TO UNDERSIDE OF SLAB AND FASTEN TO UNDERSIDE OF SLAB 5/8" GYP. BRD. @ EACH SIDE OF COMMERCIAL INTERIORS
<br />EGRESS FROM THE WALL. CAULK INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE HOURLY F RATING OF THE FIRESTOP WITH (2) HILTI X—U FASTENERS WITH WITH (2) HILTI x-u FASTENERS WITH F AMING�
<br />SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING - - " TYPE X AT FIRE RATED WALLS AS REQ.
<br />1-14MIN. EMBEDMENT .
<br />TABLE. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND THE / 1 -1 /4 MIN. EMBEDMENT
<br />HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED BELOW: - - ICC-ESR-2269 ICC-ESR-2269 ■ .
<br />2-1 2" X 20 GA. ALTERNATING (2) CONT. STRIPS DBL. FACE .
<br />MAX PIPE ANNULAR F T SYSTEM N0. WL1001 / 2-1 /2" X 20 GA. ALTERNATING VINYL TAPE - TYPICAL MEN
<br />—
<br />DI CONDUIT SPACE RATING RAII FORMERLY SYSTEM NO. 147) DIAGONAL BRACING @ 4'-0" O.C. DIAGONAL BRACING @ 4'-0" O.C.
<br />DIAM, IN IN / HR H RATINGS - 0,1,2,3AAND 4 HND 4 HRR SEE
<br />EITEMS 3 AND 3) ADD WIRE MESH TO SLAB ABOVE AS REFER TO FINISH PLAN FOR FLOOR & PLANNING & DESIGN
<br />1 0TO316 1OR2 1
<br />1 1/4 TO 1/2 3 OR 4 L RATING AT AMBIENT - LESS THAN 1 CFM/SQ FT ( SEE ITEM 3) PER SANTA ANA POLICE DEPT. BASE SPECIFICATIONS
<br />4 0 TO 1/4 1 OR 2 0 L RATING AT 400 F - LESS THAN 1 CFM/SQ FT ( SEE ITEM 3) 3150 BRISTOL, STE 205 COSTA MESA, CA 92626
<br />6 1/4 To 1/2 3 OR 4 CONNECT TO TOP TRACK WITH (2) CONNECT TO TOP TRACK WITH (2) TOP OF FLOOR SLAB I
<br />12 3/16 TO 3/8 1 OR 2 # #10 SCREWS, TYP.
<br />10 SCREWS, TYP. 949.724.1499 1 www.spaces-oc.com
<br />IL
<br />+ WHEN COPPER PIPE IS USED , T RATING IS 0 NOM. 1 HOUR FIRE RATED
<br />MINNESSOTA MINING & MFG. CO. - TYPES CP-25 S/L, CP-25 N/8 , 25 WS, GYPSUM BOARD 3M FIRE BARRIER
<br />CP-25 WS + ( NOTE: L RATINGS APPLY WHEN TYPE CP-25 WS+ CAULK USED.) ' P3-195 WRAP/STRIP ■CALIF 0 R N I A COUNCIL U N C I L FOR
<br />R
<br />1/4BEAD 3M CONTINUOUS STUD CHANNEL, o RP/AG
<br />FIRE BARRIER SAME SIZE AS VERTICAL STUDS X 20 FIRE RETARDANT CAULKING
<br />CONCRETE WALL 1' MINERAL WOOL CP 25W6+ INSPECTIONS GAUGE FASTEN TO CONC. FLR. W/POWER @RATED WALLS - DATE
<br />3M FIRE BARRIER PACKING CAULK OF
<br />CP 25WB+ CAULK PENETRATION DRIVEN FASTENERS, STAGGERED @ 16" OR ICC-ESR-2996 _ 7--09.02.25
<br />1 3/8' MAXIMUM FIRESTOP SUSPENDED CEILING SUSPENDED CEILING 24 O.C. MAX. & 6 MAX. ENDS - TYP. _ -CHECKED
<br />ANNULAR SPACING SYSTEMS USE "HILTI" X-U FASTENERS (OR EQUAL)
<br />CONDUCTED BY — o C TRI D NTL OR D SIGNER RP
<br />SHALL BE WITH 1-1 /4" MIN EMBEDMENT
<br />METAL PIPE AN APPROVED TYP. PARTITION ICC-ESR-2269 Rc
<br />-
<br />AGENCY IN TYP. PARTITION �_ EXP 01 i CID#6141 PRINT DATE
<br />METAL PIPE ACCORDANCE
<br />09.10.25
<br />4 HOUR RATING 1 HOUR RATING W/ ASTM
<br />=aol iloanoa vlNao�liva■ =
<br />UL SYSTEM #CAJ10044 (N/A) UL SYSTEM #W-L-1001 E2174.
<br />NETRATION THRU CONCRETE WALLS PENETRATION THRU GYPSUM WALL BOARD
<br />ASYSTEM NO. W-L-1001 9 g PARTITION BRACE DETAIL 7 PARTITION BRACE DETAIL g PARTITION TO SLAB CONNECTION
<br />BRACE SCALE. 1 1 2 =1 0 BRACE SCALE: 1-1 2 =1 -0 SLABCONN SCALE: 1 = 1 -0
<br />NOTE: ALL MECH. PENETRATIONS LATERAL SUPPORT DIAGONAL BRACING 4'-0" FROM 2-1/2" X 20 GA. ALTERNATING
<br />10 THRU 1-HOUR RATED WALLS 4'-0" FROM PARTITION SURFACE @ 7
<br />METAL PIPE OR CONDUIT PARTITION SURFACE @ 12' O.C. THROUGHOUT. (4) 12 DIAGONAL BRACING @ 4'-0"
<br />(NOT TO SCALE) FOR REFERENCE ONLY, - BE FIRE DAMPERED, OTHER PES GA. WIRES LOCATED EA. WAY AT 45 DEGREE ANGLE O.C. CONNECT TO TOP TRACK 12' O.C. THROUGHOUT. (4) 12 GA. -
<br />SEAL PENETRATIONS AS NEEDED PER TY OF EXISTING DECK _ OF PENETRATIONS TO BE LED FROM CLG. LINE TYP. (#ICC-ESR1222 WITH (2) #10 SCREWS, TYP. WIRES LOCATED EA. WAY AT 45
<br />PENETRATION/LOCATION/APPLICABLE C ES. / TO PROTECT WALL RATI AND ASTM C635 & C636) — DEGREE ANGLE FROM CLG. LINE TYP. \
<br />3M FOAM P1-STEP C636)
<br />IREBARRI RATED i ICC-ESR-1222 AND ASTM C635 &
<br />HILTI X-U FASTENERS DECK ABOVE, FIRE P OOF, IF REQ. - \
<br />1 / DEPTH 3M FIRE @ 24"O.C. WITH 1-1 / EXTEND PARTITI S TO DECK / 8„ co 8" I
<br />CONCRETE RRIER RATED FOAM _
<br />ABOVE. PRO V E FINISHED
<br />FIP 1-STEP (ICC-ESR #2269) � � w
<br />FLOOR SLAB OPENINGS DUCT PENETRATIONS.
<br />OR [FIRESTOP TESTED - ' 1-HOUR USPENDED CEILING
<br />FIRE -RATED UP TO 2 HOURS IN SYSTE , PER ASTM C635 AND
<br />ACCORDANCE � \ NOTE: PROVIDE WIRE MESH TO SLAB \
<br />WALL OR CEILING. ICC- SR-1308
<br />WITH ASTM E 814 o D Q COMPRESSION ` / ABOVE PER SANTA ANA POLICE DEPT. MAIN RUNNER @ 48" O.C.
<br />UL 1479 AND o STRUT @ EA. 4 WAY SPLAY PER SUSPENDED BY 12 GA. STL. WIRE
<br />( ) D a 2022 C.B.C. SECTION 2506.2.1 MAIN RUNNER @ 48" O.C.
<br />CAN/ULC S11 .] � z SUSPENDED BY 12 GA. STL. WIRE
<br />@ 48" O.C. WRAP TIGHTLY AT
<br />•:•.::•: ..::. °... • ...::,; • . D o XEROX BUILDING STANDARD: @ 48" O.C. WRAP TIGHTLY AT LEAST 3 TIMES (ICC-ESR-1222
<br />. f `J :` • ` ' • :` 5 8 TYPE X GYP. BRD. EACH
<br />;.. .:• ;° / G.C. TO INSTALL 4" BATT FIBERGLASS LEAST 3 TIMES (#ICC-ESR1222 AND ASTM C635 & C636)
<br />•.'.M °r `• ?; �•! '` °� ' �"' J SIDE, TYP., PER ASTM C1396. SOUND INSULATION ABOVE CEILING, AND ASTM C635 & C636
<br />w 48" OUT FROM EACH SIDE OF ) COMPRESSION STRUT CASING BEAD AT EACH
<br />~' •`` SIDE OF PARTITION
<br />D AT EACH SIDE OF
<br />... •,•... ,. .:, ,•. • • .....:' -,.: •., ':.:•'• �..•.� 25 LAY,
<br />5 2" ON SPAN UP PARTITION C.B.C.ECTION
<br />CASING BEA @ EA 4 WAY SP
<br />.•'°'• ".•` 14'-0" U E CONNECT TOP TRACK i
<br />AT ENTER FOR 0 A PER 2022
<br />...:.....SIXTH
<br />0 TO USE CEMCO � _ - 2506.2.1
<br />JOINT FILLER, UL HW-D-0924, OR SIM. a w EACH STUD WITH #10 �
<br />O I 362S125-18 STUDS OR SIMILAR > > 2- 2" x 25 GA. METAL
<br />� .-. SCREWS BOTH SIDES, TYP. ... ��
<br />LL:S.S.M.A. BRAND/SPEC, PER - 2 1 /2 x 25 GA. METAL STUDS @ v STUDS @ 16" O.C., TYP. FLOOR
<br />1-1/4 MAX. DEEP LEG DEFLECTION TRACK _ ICC-ESR-3064 R-13 INSULATION IN CAVITY 16 O.C. AS NEEDED FOR SPAN.
<br />ANNULAR SPACE 0 > I IN DEMISING WALLS FOR SOUND o ICC-ESR-3064
<br />0 USE CEMCO VIPER (18 MIL)
<br />5/8" TYPE X GYP. BOARD ABSORPTION (NEW XEROX BLD. STD. 250VS 125-18 STUDS OR EQUAL, a, 5/8" GYP. BRD. @ EACH DETAILS
<br />INSTALL AS NEEDED PER APPLICATION AND PER �I ATTACH HORIZONTAL STUDS TO IS ALL WALLS TO BE INSULATED) (FOR SPAN UP TO 9'-10") PER SIDE OF PARTITION. NOTE: SEE WALL LIMITING
<br />MANUFACTURER'S INSTRUCTIONS. PENETRATIONS OF WALLS PACKING MATERIAL °' __ _ VERTICAL STUDS WITH TWO 10 » » ICC ESR-3064, REISSUED JULY PARTITIONS TO BE TAPED HEIGHTS CHART ON A-5.1 SHEET
<br /># 5 8 TYPE X GYP. BD. @ EACH
<br />AND WALL MEMBRAN THAT REQUIRED TO HAVE PROTECTED WALL STUD SCREWS AT BOTH TOP AND / 2014. AND SANDED SMOOTH, DETAIL 1 FOR MORE INFO.
<br />OPENINGS SHALL PROTECTED WITH THROUGH PENETRATION FIRE STOPS WIDTH VARIES BOTTOM ON EACH SIDE SIDE OF PARTITION. PARTITIONS TO READY TO RECEIVE PAINT
<br />SUITABLE TO TH METHOD OF PENETRATION. THROUGH -PENETRATION FIRE BE TAPED AND SANDED SMOOTH 6 NOTE: SEE WALL LIMITING
<br />STOPS SHALL E INSTALLED AND TESTED USING ASTM E 814 OR UL 1479. R-8 (OR AS REQ.) INSULATION READY TO RECEIVE PAINT. HEIGHTS CHART ON A-5.1 R-8 INSULATION IN CAVITY @
<br />IN CAVITY DETAIL 1 FOR MORE INFO. NOTE: THE TERMINAL ENDS NEW WALLS, WHERE INDICATED Sheet Title
<br />6 NOTE: THE TERMINAL ENDS OF EA. OF EA. CROSS AND MAIN ]6)
<br />IN FIRE- SISTIVE WALLS, THROUGH PENETRATIONS AND MEMBRANE PENETRATIONS SHALL _ TYP. CROSS AND MAIN RUNNER TO BE FINISHED FLOOR RUNNER TO BE SUPPORTED FINISHED FLOOR
<br />COMP WITH 2O19 C.B.C. SECTION 714.3. IN FIRE RESISTIVE FLOORS AND CEILINGS, SUPPORTED INDEPENDENTLY AT A SEE SHT. A-4.1 INDEPENDENTLY AT A MAX.
<br />PEN ATIONS SHALL BE FIRE -RESISTIVE AND COMPLY WITH 2O19 C.B.C. SECTION 714.4 MAX. OF 8" FROM THE WALL. 1 OF 8" FROM THE WALL 1 Project Number 2068.928
<br />TYP. PENETRATION @ RTD WALLS 1-HR RATED SLIP TRACK DETAIL �LI—HR. CO I O „- ,-„ 2 DEMISING PARTITION 1 TYP. INTERIOR PARTITION W/INS. Sheet NumberA—rJ�° - " C014 SCALE: 3 = 1 -0 Y SPRINKLERED CORR. SCALE. 1 1/2 - 1 0 DEM.PART. SCALE: 1 2 = 1'- INSULATED SCALE: 1 2 = 1'-0
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