|
r
<br /> N 3 5/8"x 20 GA METAL STUD BRACING AT 16"O.C.
<br /> CONNECT 2#12 GA.FIXTURE SUPPORT WIRE is dray"ing is tre prUpe2y of�.A.Boric°°iii+Associates,inc.and shall
<br /> E not ba reproduced,copied,lent or disposed of directly or indirectly nor
<br /> used for any purpose other than that for which itis specifically furnished
<br /> CONT.FOAM and must ba returned to E.A.Bonelli s Associates,!nc.on completion
<br /> AT DIAGONAL CORNERS OF EACH FIXTURE #12 GA.SPLAY WIRE DOUBLE FACE 3-518"x 20 GA.MTL. L of work,if requested,Copyright E.A.Bondi 8 Associates,Inc.
<br /> BRACING I N PLANE OF STUDS BRACES AT written dimensions on these drawings shall have precedence over scaled
<br /> THREE PULL WRAPS MINIMUM FIXTURE TAPE.(TYP.) ° dimensions;contractor shall ve fy,and be responsible for,aq dimensions
<br /> SUPPORT WIRE SUPPLIES AND HUNG BY EACH RUNNER VERTICAL POWDER DRIVEN 48"0°C°,ATTACH TO 45 , 12" and canditians on 4hejob and this office must be na6fied of any variations
<br /> T-BAR CONTRACTOR MAX.FIXTURE WT.55 lbs. ANGLE=45 DEG.TO BE ���'" fill
<br /> PIN WITH 0°205 O STRUCTURE ABOVE MIN. 6"MAX. / from the dimensions and conditions shown bythese drawings.Shop details
<br /> Alak4).
<br /> �OCONNECTED TO TOP OF S.S.CORNER AT 32"O.C. musibe submitted to thisoffcefor review before proceed ng with fabricationTRACK OF ROOF IIIGUARD.SEE J� FRAMING PLAN ��� CLG.SEE .,(� �_— 12GA -SUSPENDED '� HANGER WIRE NO. DATE REVISION BY
<br /> ► 12 GA.HANGER WIRE, a •�1AT A.T. mi S Iii. ,° ° FINISH TYP. ,,,r -'CROSS T-RUNNERii U �`� 45 SCHEDULE 1 a/////II ° �� �;� AT GYP.CLG. , OR FRP W 5/27!15 ISSUED FOR BID CM
<br /> OPPOSING SLACK WIRES W4,1F' SCREWS I ° NO GYP.BD.� Nb, SPLICES AT DRYWALL CROSS T }r CLG.
<br /> AT OPPOSITE CORNERS �: • 4,W. o
<br /> (#12 GA) +�� " DOOR JAMBS .:111*--W. 11
<br /> I w
<br /> -T-RUNNER
<br /> 7 �, ` !////////////, 45° /
<br /> SUSPENDED CEILING
<br /> (TYP o b o
<br /> MAIN T-RUNNER CORNER FRAMING AT C.M.U.WALL B.O.CEILING o=�
<br /> B.O.CLG. Y2
<br /> APPLY GYP.BD. SEE FINISH ; ,}� 1_'�,`,U.` �5 ,_.411111 B.O.
<br /> II --JJfflpII MIMI ff,.1 I SEE FINISH n
<br /> MAIN RUNNER — ,y�<,° / HORIZON ALLY SCHEDULE SCHEDULE o
<br /> W•12
<br /> 1"x 1"WALL ANGLE LT
<br /> �2a / JOINTS ANGLE-TYP. T-RUNNER,TYPICAL ii
<br /> RECESSED °y ��
<br /> ` FLOURESCENT ,.,..,/� `i � J GYPSUM BOARD W
<br /> FIXTURE HANGER WIRE I STUD CONNECTION DRY WALL,TAPE AND SAND
<br /> WALL WALL ACOUSTICAL
<br /> SCREWS SEALANTMETAL STUDS w
<br /> 441444k4 ACOUSTICAL SEALANT(TYP) IIII.--.4411111111SECURE LIGHT BEAD(-Yp) AT 16 O.C. QUFIXTURE TO T-BAR 8 MAX° 8 MAX. MY ,,,, �/- BASE,SEE FINISH uwi
<br /> SIDE W/#10 .' al a e 3-5/8"x 20 GA.MTL.STUDS AT 16"D.C. BATT INSULATION L, ADI . SCHEDULE o
<br /> - S.M.SCREWS (UNLESS OTHERWISE NOTED)
<br /> MINIACOUSTICAL
<br /> H.D.MAIN RUNNER SCREW MTL.STUDS TO RUNNERS
<br /> 111
<br /> RAMSET"1500 SERIES"x 1 1/4" 11$111141111rgigri..___411
<br /> SEALANT o
<br /> MM�"®' ' 11111111111111111 �' 'II' 'I �'��11'I �_I / BOTH SIDES.FASTEN RUNNER TO PENETRATION @ 32"O.C. FINISH FLOOR9FLOORWITHPOWDER DRIVENOR EQ.,ICBO#5001 � — oz
<br /> FASTENER AT 16 0°C°AND 2
<br /> H.D.CROSS TEES ACOUSTICAL TILE WALL INTERSECTION FRAMING FROM ENDS
<br /> OR FRP CEILING i
<br /> HEAD CUT FROM RUNNER z
<br /> Allik BRACED METAL STUD WALL NOTE: w
<br /> CEILING FRAMING T-BAR CEILING SEISMIC BRACING METAL STUD WALL FRAMING DETAIL Ark METAL STUD WALL FRAMING DETAIL FOR STUD WALL THICKNESS, o
<br /> 5 4PARTITION DETAIL SEE WALL TYPE ON FLOOR PLAN
<br /> BRACED TO STRUCTURE ABOVE(TYPICAL) A 9,2,0x
<br /> 19`2'0 SCALE: 3"=1'-0" CM/5-8-15 11:39 AM/1490 M007.DWG A 9'2'0 SCALE: 3"=1'-0" CM/5-8-15 11:37 AM/1490 M006.DWG A9.2.0 SCALE: 1 1/2"=1'-0" CM/05-08-15 10:16 AM/1490 M003.DWG ,9.2.1 SCALE: 3"=1'-0" CM/5-08-15 10:10 AM/1490 M002.DWG SCALE: 3"=1'-0" CM/5-20-15 3:37 PM/1490 M017a.DWG Lu
<br /> O
<br /> a
<br /> rY
<br /> O
<br /> W
<br /> 0
<br /> 8"MAX.
<br /> xJ
<br /> ' V
<br /> Z
<br /> x x x x x x x x x-_ 12 GA.WIRE PERIMETER HANGER AT TERMINAL t / DRYWALL MAIN BEAM
<br /> `O x END OF EACH MAIN RUNNER AND CROSS TEE. V XL8965
<br /> x x x x LATERAL BRACING AT 12'-0"X 12'-0"O.C.MAX. ,
<br /> D V. Xt
<br /> LJ
<br /> x INTERVALS-4'-0"FROM PERIMETER WALLS, � �� DRYWALL CROSS TEE
<br /> AS REQUIRED BY APPLICABLE CODE. FLOOR/ROOF STRUCTURE �/ Z
<br /> x x x
<br /> :>< ' K KAM-12 "
<br /> J
<br /> x 12 GA.GALV.WIRE MIN.2 PER
<br /> FIXTURE FROM DIAGONAL —`\\ \ g w
<br /> x x x x x x 12 GA.WIRE AT EACH CORNER OF LIGHT FIXTURE //°� �\�� , o
<br /> CORNERS TO STRUCTURE ABOVE w
<br /> AND 2 SLACK WIRES-SEE FIXTURE DETAIL �'` A Z
<br /> ,)
<br /> ., ,
<br /> x 3( x 0 ,'''''''''.., 12 GA.WIRE VERTICAL HANGER AT 41-0"O.C. , �'
<br /> x ALONG EACH MAIN RUNNER - , 12 GA.GALV.WIRE AT /�! \ ¢ XL7936G90
<br /> DRYWALL ¢° ��
<br /> 4 CORNERS OF FIXTURE DRYWALL CROSS TEE
<br /> x x x x x x x x x x "
<br /> ,.:.00
<br /> � DRYWALL ����. �.�
<br /> MAIN BEAMMAIN BEAM f��' SEAL
<br /> NOTES: `°` r
<br /> 1. LATERAL FORCE-BRACING MEMBERS SHALL BE A MIN.OF 6"FROM ALL HORIZ.PIPING OR —ACOUSTIC CEILING TILE � �
<br /> CROSS TEE ° � "
<br /> DUCTWORK NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZ.FORCES.BRACING 1 \� ��
<br /> WIRES SHALL BE ATTACHED TO THE GRID AND STRUCTURE AND SHALL SUPPORT A , ��� `
<br /> DESIGN LOAD THE GREATER OF 200 LBS.OR THE ACTUAL LOAD,WITH A SAFETY FACTOR OF 2. P ��, /i
<br /> �� III i!I11 1 [III!':,ill l' 11I1,I \ ,'
<br /> 2. MECHANICAL AND LIGHT FIXTURES MUST BE CONNECTED TO ONE(1)VERTICAL 12 GA° '�_,
<br /> WIRE ATTACHED TO OPPOSING CORNERS ALONG THE FIXTURES DIAGONAL. MAIN RUNNER \ ,,# DRYWALL MAIN BEAM
<br /> THESE MAY BE SLACK \ ; `
<br /> 3. PLACE STRUTS WITHIN 2"OF OF THE FOUR SPLAYED WIRES.FOR STRUTS UP TO 4'IN LENGTH, LAY-IN FLOUR.LIGHT FIXTURE,
<br /> A MINIMUM 25 GAUGE METAL STUD WITH 7/8"FLANGES MAY BE USED.FOR STUDS UP TO 8', SUPPORT PER APPLICABLE
<br /> A MINIMUM 25 GAUGE METAL STUD WITH 1 5/8"FLANGES AND 1/2"LIPS MAYBE USED. CODE REQUIREMENTS
<br /> CALCULATIONS FOR STUDS GREATER THAN 8'MUST HAVE CALCULATIONS PROVIDED.
<br /> 9 TYPICAL CEILING SUSPENSION 8 VERTICAL SUPPORT AT LIGHT drikBASIC DRYWALL FRAMING INSTALLATION x
<br /> 0
<br /> A9.20 A9.2.0 A9.2.0
<br /> SCALE: 3"=1'-0" CM/5-8-15 11:49 AM/1486 M009.DWG SCALE: 3"=1'-O" CM/5-8-15 11:56 AM/14 M011.DWG SCALE: 1/2"=1'-0" CM/05-20-15 02:32 PM/1490 MM019.DWG
<br /> ........
<br /> V4"INSULATED PANEL WALL
<br /> REFER TO 1 112"FACE MAIN BEAM FEATURES
<br /> 3 5/8"20 GA METAL STUD 3 5/8"20 GA METAL STUD BRACE 1/A9.2.0 AND Ronelll
<br /> 20 N9.5.0 FOR E. A-
<br /> CONNDITIONS HANGER WIRE HOLE e
<br /> AT THE FLOOR B
<br /> Associates, Inc.
<br /> — — jf — , 6"MAX. V 4
<br /> E
<br /> 12 GAo _ oo _ 0000 o � oo Architects& Enineers
<br /> 7-i ,— � HANGER WIRE
<br /> 0/—
<br /> 1011 AT GYP.BD. ."i AT A.T. SUPERLOCK TYPE"F" PRIMARY TYPE"F" FIRE EXPANSION
<br /> L
<br /> MAIN BEAM ROUT ROUT ROUT RELIEF NOTCH 8450 Edes Avenue,Oakland,CA 94621
<br /> CLG. CLG.4111 CLIP 1/4" ,11,,1 Phone:(510)740-0155
<br /> DOUBLE ROW SCREW STOPFax:(510)740-0160
<br /> ROTARY REVERSE HEM tit
<br /> ti-' 40-4 Website:www.eabonelli.com
<br /> -T-RUNNER STITCHING 6 A
<br /> te SUSPENDED CEILING (2 I� ,� ®f iItt ~�N����
<br /> FINISH CEILING � '�' �NuN 29229 1
<br /> W.Main Street,Visalia,CA 329
<br /> „,, 11.4 1 0,' 4
<br /> •
<br /> Phone:(559)627-6448
<br /> 0 =�o � n io � �oi o4o�- o csAD B.O.CLG. •
<br /> I, — WALL,SEE PLAN Fax:(559)627-6483
<br /> a.h r „J, i NN ��.: �u�� 11 1 l SEE FINISH
<br /> SCHEDULE HD8906 ROUT SPACING SUSPENDED _
<br /> ( 1 ♦I 11(2" •
<br /> • T-RUNNER
<br /> WI, 1 3/4" 8" ACCOUSTIC TILE PROJECT FOR
<br /> IIW-7,
<br /> GYP.ED.CEILING A°T°CEILING
<br /> 1"x 1"WALL ANGLE
<br /> T-RUNNER,TYPICAL
<br /> 1%1 w SEE FINISH SCHEDULE
<br /> °dent
<br /> 110°'-
<br /> -411111 41110 - 4A. > o o �� o o o� o .. o !�o ,1- o �_� o o AT ACOUSTICAL TILE OR FRP CEILING n 0
<br /> ,i,
<br /> ,.1,..__,
<br /> = =
<br /> = =
<br /> =, .
<br /> = _.
<br /> . ,_,„,,,: _ SEAFOODS
<br /> TYPE"F" PRIMARY TYPE"F" TYPE"F" PRIMARY TYPE"F"
<br /> ROUT ROUT ROUT ROUT ROUT ROUT _'"..
<br /> PROJECT NAME
<br /> 14 WALL SECTION Ala BASIC DRYWALL GRID SYSTEM HD8906 Aft CEILING CONNECTION DETAIL
<br /> A9.2.0
<br /> 9.2.1A SCALE: 3"=1'-0" CM/05-26-15 04:30 PM/1490 M025.DWG ,9.2.0 SCALE:6"=1'-0" CM/05-20-15 02:49 PM/1490 M020.DWG A9.2.0 SCALE:6"=1'-0" CM/05-20-15 04:01 PM/1409 M010a.DWG EMPLOYEE
<br /> 6"MAX. k I % 1 SERVICES
<br /> 12 GA.
<br /> HANGER
<br /> WIRE PROJECT ADDRESS
<br /> CV
<br /> 1930 Merrill Creek Parkway
<br /> Everett,WA
<br /> B.O.CEILING
<br /> SEE FINISH 1 L i I MI ie-zim m
<br /> SCHEDULE SHEET TITLE
<br /> T-RUNNER
<br /> SUSPENDED
<br /> CEILING
<br /> ACOUSTIC TILE CEILING CEILING
<br /> DETAILS
<br /> GYPSUM BOARD `
<br /> I�
<br /> B.O.CEILING ____Ii U
<br /> ELEV.7'-0"VERIFY
<br /> CORNER BEAD GYPSUM BOARD
<br /> OVER METAL STUD
<br /> FRAMING AT 16"O.C. SCALE AS NOTED SHEET NO.
<br /> LINE OF CABINETS,
<br /> WHERE OCCURS 24"(VERIFY) I DRAWN CM
<br /> '1 _LL..._,I,___±'
<br /> CHECKED
<br /> APPROVED A9.2.0
<br /> NOTE:
<br /> SOFFIT DETAIL
<br /> 16 FOR STUD WALL THICKNESS, DATE 1/4/2015
<br /> 9.2., SEE WALL TYPE ON FLOOR PLAN
<br /> 1930 Merrill Creek Pkwy SCALE: 3"=1'-0' CM/5-8-15 10:29 AM/1490 M004.DWG JOB NO 1490
<br /> 1 I I
<br />
|