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—FINISH MATERIAL
<br />------ WHERE OCCURS
<br />4"
<br />rainforth
<br />WOOD STUDS WOOD STUDS MAX -
<br />A35 CLIPS EACH END, ROTATE CLIPS - #10 R.H,W�& @ 12" O,C, grau
<br />TOP & BOTTOM AT W1 11" PENETRATION, TYP.
<br />TOP & BOTTOM 177 (2 MIN., TOP & BOTTOM)
<br />2x WOOD BLOCKING TYP. EACH STUD SPACE A35 CLIPS EACH END, architects
<br />TOP & BOTTOM <
<br />A
<br />FWOOD STUDS LN < FIRE EXTINGUISHER
<br />CABINET: FIRE - FX
<br />< AT FIRE RATED WALL 2407 J Street, Suite 202, Sacramento, CA 95816 916-368.7990
<br />A34 CLIPS 4x WD. BLKG.
<br />EACH END,
<br />TOP & BOT,
<br />W/8 -8d x 1-1/2" WOOD BLKG. ----- —
<br />NAILS EA. CLIP FIRE EXTINGUISHER
<br />CABINET (NON -RATED)
<br />In- C(rrga
<br />11 3xWD. BLKG., TYP. 6 1/2"
<br />PLYWOOD WHERE OCCURS
<br />16d TOENAIL TOP & BOTTOM, PROVIDE j
<br />(1) ADDITIONAL NAIL @ BLKG. BLOCKING TYP
<br />LARGER THAN 2x6
<br />N' ALL AROUND OPENING
<br />TYP_ 2X VERT. 3X HORIZ. 3X OR 4X HORIZ. 3X OR 4X VERT. 4X
<br />NOTE. DO NOT CUT STUDS DURING INSTALLATION
<br />AND VERIFY ALL DIM. W/MANUFACTURER
<br />ELEVATION SECTIONS ELEVATION MOUNTING HEIGHTS PER @
<br />TYPICAL WOOD BLOCKING RECESSED FIRE EXTINGUISHER CABINET -
<br />9 31. 1,41 1/2" A V-04.
<br />----------4X BLKG WITH JOIST NOTES:
<br />HANGER EA, END 1, SEE SPECIFICATION SECTION 09510 FOR SPACING REQUIREMENTS OF ALL ACOUSTICAL CEILING COMPONENTS.
<br />2. 6" CLEARANCE REQUIRED BETWEEN STRUT & ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC.
<br />3. SEE DETAIL 7 FOR TYP. PERIMETER ATTACHEMENT
<br />INTERIOR FINISH, GYP. BID, OR
<br />CERAMIC TILE WHERE OCCURS
<br />----COMPRESSION STRUT COMPRESSION STRUTS:---
<br />STEEL SECTION WITH L/R RATIO OF 200 MAX.
<br />ATTACH TO MAIN RUNNERS WITHIN 70F CROSS
<br />COMPRESSION STRUT SCHEDULE
<br />MAX. STRUT LENGTH
<br />LIGHT GAGE TRACK STRUT
<br />T -O"
<br />162T125-27
<br />61-01.
<br />162T125-27
<br />9q-0ff
<br />25OT200-33
<br />151-0.1
<br />2-25OT200 33 (SEE PLAN 10AIA0.3)
<br />23%0"
<br />4-350T125-33 SEE PLAN I OB/AO.3)
<br />WOOD WALL.
<br />MIRROR CLIP WITH #6 O.H.W,S. AT 4"
<br />FROM EACH END & AT 24" O.C. MAX,,
<br />WIMIN, 11" PENETRATION INTO
<br />2x BLKG. PER
<br />RUNNER WITH 2412 SELF -DRILLING SELF- AT MASONRY WALL:
<br />NOTCH FLANGES & BEND TAPPING (SDST) SCREWS AND TO STRUCTURE MIRROR CLIP Wt 1/4`0 O.HM.S- W/
<br />WEB. ATTACH TO BLKG W/ WITH 2412 x 2" SCREWS @ WOOD FRAMING OR GA. BRACING WIRE DRILLED -IN MASONRY SLEEVE
<br />_D 2412 X 2" SCREWS EA. BLKG. COMPRESSION STRUT SHALL NOT REPLACE ANCHORS 4°' FROM EACH END &
<br />HEAPP TYPE B HEA
<br />, TYPE A SIDE, 4 TOTAL HANGER W1 R E./--, W /MIN. 4 TIGHT TURNS
<br />COMPRESSION STRUT IN 1 1/2" TO MAIN RUNNER 24" @ O.C. MAX. W1 3" MIN. EMBEDMENT @
<br />------MAIN RUNNER TYPICAL AT EA COMP.
<br />STRUT
<br />—MAIN RUNNER NOTCH FLANGE @
<br />RUNNER, BOTH SIDES. TYPICAL-. 12 GA. VERTICAL
<br />ii CUT & BEND TRACK HANGER WIRE @ 4'-0" EA, WAY
<br />FLANGES TO RUNNERS FOR W MIN- 3 TIGHT TURNS IN 1 1/2" -__—MIRROR
<br />CONN. AND ATTACH W/ 2 - # $----FASTEN STUDS BACK TO TO MAIN RUNNER
<br />12 S.D.S,T. SCREWS BACK W/#8 S.D.S,T. SCREWS 45* f11
<br />@ 6" O.C. STAGGERED, AX. 4 --------PROVIDE MASTIC AT ALL EDGES
<br />AND AT 12" O.C. IN FIELD
<br />ATTACH WEB OF STUDS -TYP. ------
<br />------ TO MAIN RUNNER W/ 2 #12 MIRROR FRAME FASTENED SAME AS
<br />S.T. SCREWS. ABOVE
<br />4—#8 S,D.S,T. SCREWS
<br />@ 6" O.C., TYP. I -K", I MAIN RUNNER, HEAVY DUTY
<br />2" (MAX.) FROM BRACING CROSS RUNNER, HEAVY DUTY
<br />—CROSS RUNNER
<br />"`�CROSS RUNNER
<br />ATTACH TO MAIN
<br />RUNNER WIRES TO CROSS RUNNERS
<br />AND COMPRESSION STRUTS
<br />PLAN TYPE B0 RUNNER PLAN TYPE A @ RUNNE
<br />COMPRESSION STRUT SUSPENDED CEILING GRID MIRROR ATTACHMENT
<br />10 NOT TO SCALE 6 1:1 2 T' 11-01,
<br />1f4"
<br />0 SCREW EYE w/ 1-1/4" MIN, PENETRATION TYPICAL.
<br />AT RATED ROOF/CEILING ASSEMBLIES SEE NOTE 3.
<br />—TI7 1/4" 0 HOLE
<br />z
<br />1 '/V TOTAL TRAVEL
<br />CN 3/4" @ UNATTACHED
<br />?f WALL CONDITION
<br />8" MAX. OR NOTE I
<br />BRACING WIRE (4) DOUBLE LOOP SADDLE TIE
<br />TIGHT TURNS IN 1-1/2" DO - ----- ------ -
<br />PLASTIC A 1
<br />WOOD JOIST/RAFTER AT BOTTOM OF JOIST
<br />o #12 0,H.W.S, @ 16" O.C. -
<br />1 %` INTO WOOD STAINLESS STEEL ROUND FLANGE
<br />BLOCKING TO MATCH (3) 1-1/2" x 9 GA. STAPLES OR 3 - FRAMING OR SOLID
<br />DEPTH AND THICKNESS STRONGHOLD J -NAILS AT EA. WIRE LOOP BLOCKING OR 1/4"0 x 4"
<br />OF ORIG, FRAMING, 2x4 DRILLED IN EXP.
<br />MIN. . 4
<br />'11�7 ANCHOR @16"O.C. INTO (3) #10-24 STAINLESS STEEL
<br />CMU, VANDAL RESISTANT HEAD SEX
<br />FACE OF WALL BOLTS PER ROUND FLANGE
<br />HANGER WALL MOLDING
<br />BRACING WIRE (4) — WIRE (3)
<br />TIGHT TURNS IN 1-112' TIGHT TURNS
<br />BRACE WIRE HANGER WIRE BEAM RETAINING CLIP --STAINLESS STEEL GRAB BAR
<br />IN 1-1/2" (4) TIGHT (3) TIGHT PER ESR -1308
<br />TURNS IN 11-11-112"" TURNS IN 1-�2` SCREW -LEAVE SCREW LOOSE
<br />AT WOOD JOIST OR BLOCK AT WOOD JOIST/RAFTER 2_UNATTACHED WALL -1/211
<br />NOTES: CONDITION & TIGHTEN SCREW CLR.
<br />1. ATTACH BRACE WIRE TO ROOF OR FLOOR JOISTS. (NOT CEILING JOISTS OR TRUSS BOTTOM CHORD) ATTACHED WALL CONDITION
<br />2. SOLID BLOCKING REQUIRED FOR EITHER TYPE OF BRACING WIRE,
<br />& AT RATED ROOF/CEILING ASSEMBLIES, PROVIDE 1/4" 0 x 3" SCREW EYE FOR PENETRATION THROUGH GYPSUM MAIN BEAM OR CROSS TEE
<br />WALLBOARD FOR 1-1/4" MIN. PENETRATION AS DESCRIBED ABOVE.
<br />4. REFERE TO FOR ADDITIONAL INFORMATION NOTE: Copyright 0 2014 Rainforth Grau Architects. All rights reserved. Reproduction of these plans, either in whole or in pad, including any form
<br />12 1. 114 LENGTH OF END TEE, WHICHEVER IS LESS of copying andlor preparation of derivative works thereof, for any reason without prior wdften permission, is strictly prohibited.
<br />A0.3 Z GRID MEMBERS SHALL BE ATTACHED TO TWO ADJACENT WALLS, AND UNATACHED AT OPOSITE WALLS, DSA
<br />WIRE ATTACHMENTS PERIMETERCEILIN ATTACHENT TYPICAL GRAB BAR AT PARTITIONS File No. 39-53 SSD ARC
<br />HA
<br />7 NOT TO SCALE 3 341 1,-O.t IDENTIFICATION STAMP
<br />DIV. OF THE STATE ARCHITECT
<br />EQ. EQ, C-23405
<br />BRIDGING OR FULL DEPTH FULL DEPTH 02-11 "90 Inc I
<br />JOIST BLOCKING WITHIN JOIST BLOCKING I___6131117 ,
<br />24" OF BRACE WIRE AC_&jEFLSf14W-S DATS RENEWAL
<br />E
<br />DATE
<br />OF CP
<br />SIDE GRAB BAR:
<br />EXTEND OF 25
<br />BEYONDMIN. FRONT OF" TOILET LINCOLN E.S.- (SAFETERIA &
<br />REAR GRAB BAR
<br />V CLASSROOM MODERNIZATION,
<br />PLAN 314" -0.4
<br />2X BLOCKING OR FRAMING INCREMENT 1: CAFETERIA
<br />ORa WOOD I - JOIST OR@ MANTECA UNIFIED SCHOOL DISTRICT
<br />#10 RHWS @ 4" O.C. MIN. 1" FINISHED FACE OF WALL
<br />CEILING BRACE WIRE PENETRATION INTO FRAMING OR MANTECA, CALIFORNIA
<br />BLOCKING
<br />2x4 FLAT WIRE WITHIN 6" OF BRACING AT WOOD STUD WALL OR BLOCKING:
<br />WIRE, WITH (I)l Od OR (1#1 0x3" SCREW
<br />STAINLESS STEEL VANDAL RESISTANT
<br />(3) #1 O�
<br />TO EACH OF 3 TRUSS BOTTOM FLANGES.
<br />ZZ HEAD WOOD SCREW WITH 1-1/2" MIN. TYPICAL MOUNTING DETAILS
<br />FULL DEPTH BLOCKING PENETRATION INTO VERT. 4x BLKG, PER
<br />7 L
<br />1/4" DIA. SCREW EYE WITH 1-1/4" AT MASONRY WALL,
<br />MIN. PENETRATION, TYP, (3) 1/4" 0 STAINLESS STEEL VANDAL RESISTANT
<br />(ALIGN WITH BRACE WIRE) SCREWS W1 DRILLED -IN MASONRY SLEEVE
<br />ANCHORS - 3" MIN. EMBEDMENT
<br />NOTES: L— AT CONCRETE WALL:
<br />6 1. DO NOT INSERT SCREW EYES PARALLEL TO LAMINATION ACCESS DOOR 114"0 R.M.S WITH DRILLED -IN CONCRETE ANCHORS AND
<br />"
<br />2. WHEN FIRE RATED GYP BOARD IS INSULATED ON THE
<br />BOTTOM FLANGES, USE 1 1/2MIN. EMBEDMENT SCREW EYES wl SUFFICIENT INCA
<br />LENGTH TO AVOID DAMAGING THE FIRE RATED GYP BOARD. GYP. BOARD
<br />DRAWN PROJECT NO.
<br />1"I . WIN, Revision Vs 15-1207
<br />STAINLESS STEEL GRAB BAR
<br />TYP.CHECKED DATE
<br />HANGER WIRE WITH 3 TIGHT TURNS, TYP. CLR, AFH/PW 6-26-15
<br />HANGER WIRE WITH 4 TIGHT TURNS, TYP. ROUND STAINLESS STEEL FLANGE A E3SCALE SHEET
<br />As indicated
<br />WA
<br />A
<br />OOD I -JOIST ACCESS DOOR TYPICAL GRAB BAR AT WALL AO.3
<br />12 1 1/21' = 11-011 8 34'= 11-01, 4 TV = 1 144
<br />
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