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N
<br /> 3 - 1 1/2" X q 6A. STAPLES OR v
<br /> 3 - STRONGHOLD "J" NAILS AT EACH LATERAL FORGE SPLAY BRAGINC NOTE: �
<br /> WIRE LOOP BRAGIN6 4 EACH #12 f 1
<br /> J015T OR-RAFTER GAUGE WIRE SEGURED CROSS-FURRING SHALL BE SECURELY ATTACHED TO `u
<br /> . .
<br /> TO MAINRUNNER WITHIN THE MAIN-RUNNER BY SADDLE TYING WITH NOT LESS uj
<br /> D
<br /> 2" OF CROSS TEE THAN ONE STRAND OF NO. 16 OR TWO STRANDS OF
<br /> HANGER WIRE INTERSEGTION AND NO. 18 US. GAUGE TIE WIRE OR APPROVED
<br /> BRACING WIRE SPLAYED q0° FROM EQUIVALENT ATTACHMENTS.
<br /> BOTH DIREGTION5 WITH
<br /> FIRST POINT WITHIN 6 'RUNNERS AND FURRING: THE MAINRUNNER AND
<br /> SIZES SETFORTH I TABLE NOT 47 LE55
<br /> A, EXCEPT THAT v
<br /> WOOD JOIST OR FROM STARTING VERIFY LAYOUT WITH
<br /> CORNER OTHER SECTIONS OF EQUIVALENT STRENGTH MAY REFLECTED CEILING PLAN
<br /> )--R-AFFTE-R JOIST OR RAFTER COMPRESSION POST BE SUBSTITUTED FOR THOSE SET FORTH IN THIS
<br /> ATTACHED TO THE TABLE.
<br /> o X - I/4" DIA. SCREW EYE W #12 GAUGEITH FULL THREAD STRUCTURE W/ (2J #12 • HOANOER WIRES TO BE 12 GAGE FOR 48" 5PAGIN6
<br /> m Q VERTICAL HANGER RED INC ARGHITEGTS
<br /> EMBEDMENT (I 1/4"MIN.) SELF TAPPING SCREWS
<br /> WIRE AT 4'-0"z O.G. 1211 J STREET,MODESTO,GA 95354
<br /> BRACING WIRE TO STEEL ROOF DECK • SUSPENSION SYSTEM ARMSTRONG "5UPRAFINE XL q/16"" OR APPROVED 5TRUCTURAL 209.522.89oo
<br /> EQUAL
<br /> • ENDS OF MAIN RUNNERS AND G-RO55 MEMBERS TO BE TIED TOGETHER WITH I6 GA. SEAL:
<br /> AT WOOD JOIST OR WIRE TO PREVENT SPREAD
<br /> < � •
<br /> -RAFTER WIRES GREATER THAN I IN 6 OUT OF VERTICAL TO HAVE COUNTER WIRING
<br /> •
<br /> AR
<br /> Q; = GEILING MAY BE ATTACHED AT 2 WALLS MAX - PROVIDE 3/4" MIN CLEAR AT FREE �S�D C/y//�
<br /> .41 SEE REFLECTED G ILIN PL N GYPSUM BOARD GEILING 3 - 1 1/2" X q GA. STAPLES OR ,,:= ENDS �(,�J�pV BUR
<br /> 3 - STRONGHOLD "J" NAILS AT EACH V� 3 • <Q
<br /> WIRE LOOP METAL SUSPENSION SYSTEMS Z\ G O 4 DIAGONAL BRAGING WIRES / 144 S.F. (MIN 72" DISTANCE FROM WALLS)
<br /> z METAL STUDS AT 16" OG FOR LAY-IN PANEL GEILINGS Px F NSE G � �� •
<br /> ry
<br /> 0 2X BLOCKING WITH 2 - 16d GOMMON \j2„ �\ y� \6 \ HANGER WIRES, 5 TIGHT TURNS - 12 GAUGE BRACE WIRES,4 TIGHT TURNS
<br /> 0 NAILS EACH END I. 12 6A. (MIN.) HANGER WIRES MAY BE 12. FLUSH ORREGESSED LIGHT FIXTURES P X C7 •
<br /> SEPARATION FOR UP TO AND INGLUDING 4'-0" AND AIR TERMINALS OR SERVICES 03-31-21 ALL GEILING WIRES AND UNBRAGED DUCTS, PIPES, ETC. TO HAVE MIN 6" SEPRATION REN. \P
<br /> F • �. 03-31-21 �
<br /> v X 4'-0" GRID SPACING ALONG MAIN WEIGHING LE55 THAN 56 LBS. MAY BE = 45° OAC\\N� ALL LIGHT FIXTURES AND DUCT TERMINALS ATTACHED TO GEILING GRID TO-RE515T
<br /> BRAGIN6 WIRE RUNNERS. 5PLIGE5 WILL NOT BE SUPPORTED DIRECTLY ON THE TYP. �# HORIZONTAL FORGES EQUAL TO WEIGHT FOFCAL�F
<br /> GYPSUM BOARD AT WOOD JOIST O�R PERMITTED IN ANY HANGER WIRES 'RUNNERS OF A HEAVY DUTY GRID � •
<br /> J { UNLESS 5PEGIFIGALLY APPROVED BY SYSTEM BUT, IN ADDITION, THEY MUST RECESSED FIXTURES AND DUCT TERMINALS LESS THAN 56 LBS, SHALL BE
<br /> Q
<br /> oiL SEE REFLECTED BLOGK DSA/SSS. HAVE A MINIMUM OF TWO 12 6A. SUPPORTED BY SAFETY WIRES (SLAGK) TO OVERHEAD 5TRUGTURE
<br /> GEILING PLAN SLACK SAFETY WIRES ATTACHED TO �S N •
<br /> FOR BRAGIN6 WIRES - FULLY EMBED 2. PROVIDE 12 6A. HANGER WIRE5 AT THE THE FIXTURE AT DIAGONAL GORNER5 �/6 - SURFACE MOUNTED FIXTURES AND DUCT TERMINALS TO BE SUPPORTED WITH MINIMUM
<br /> l9 SCREW EYE THREADS IN DIREGTION OF ENDS OF ALL MAIN AND G-RO55 AND ANGHORED TO THE 5TRUGTURE IU �° - OF 2 - 14 GAGE CLAMPS WHICH SURROUNDYZUNNER SUPPORT BY 12 GAGE WIRE TO
<br /> N WIRE RUNNER5 WITHIN 8" FROM THE SUPPORT ABOVE. ALL 4'-0" X 4'-0" LIGHT p �9� l4 OVERHEAD STRUCTURE (NO-ROTATIONAL SPRING CLIPS)
<br /> x OR WITHIN 1/4" OF THE LENGTH OF THE FIXTURES MUST HAVE SLACK SAFETY ul 1/4" MACHINE • GONSULTANT:
<br /> ry - � \6" p PENDANT FIXTURES TO BE SUPPORTED TO OVERHEAD STRUCTURE WITH DEVICE
<br /> Z1/4" DIA. DRILLED HOLE END TEE, WHIGHEVER IS LEAST, FOR WIRES AT EACH CORNER. ALL FLUSH O BOLT \5� CAPABLE OF CARRYING 4 X THE FIXTURE'S WEIGHT
<br /> THE PERIMETER OF THE GEILING AREA. OR-REGE55ED LIGHT FIXTURES AND •
<br /> � O N AIR TERMINALS OR 5ERVIGE5 Z HEAVY DUTY FOLLOW ALL MANUFACTURER'5-REGOMMENDATION5
<br /> SADDLE TIE - (SEE DETAIL G) 3. PROVIDE TRAPEZE OR OTHER WEIGHING 56 LBS. OR MORE MUST BE 73 G-RO55 RUNNER , 2/ Z •
<br /> ED SUPPLEMENTARY SUPPORT MEMBER AT INDEPENDENTLY SUPPORTED BY NOTw 6C FIXTURES AT I HOUR CONSTRUCTION TO BE WRAPPED TO MAINTAIN CONTINUITY OF
<br /> v HANGER WIRE OBSTRUCTIONS TO MAIN HANGER LE55 THAN 4 TAUT 12 GA. WIRES EACH HEAVY DUTY bey w FIRE ASSEMBLY
<br /> W Q 5PAGIN6. PROVIDE ADDITIONAL ATTACHED TO THE FIXTURE AND TO Q MAIN RUNNER ;� •
<br /> TO BOTTOM OF JOIST NOTE: SOLID BLOGKIN6 HANGERSSTRUTS OR BRACES AS THE STRUCTURE ABOVE REGARDLESS Q PROVIDE�RIGID STEEL TUBING STRUTS AS�REGUIRED BY A5TM 0635 AND GBG
<br /> ,
<br /> N SCALE FACTOR = 3 REQUIRED FOR EITHER TYPE SECTION 2506.2.1
<br /> OF BRACING 'REQUIRED AT ALL GEILING BREAKS, OF THE TYPE OF CEILING GRID
<br /> SOFFITS, OR DISGONTINUOU5 AREAS. SYSTEM USED.
<br /> 211 DROP SOFFIT HANGER WIRES THAT ARE MORE THAN I 5 TYP I GAL GE I L I NO DETAILS 1 SUSPENDED GE I L I NO
<br /> IN 6 OUT OF PLUMB TO HAVE THE 4 TAUT 12 6A. WIRES INGLUDING
<br /> 5GALE: 3" = 1'-0" WEB MEMBER GOUNTER-SLOPING WIRES. THEIR ATTACHMENT TO THE SCALE: NT5 NO SCALE
<br /> 5TRUGTURE ABOVE MUST BE CAPABLE
<br /> SADDLE TIE - (SEE DETAIL 6) 4. GEILING GRID MEMBERS MAY BE OF SUPPORTING 4 TIMES THE -71b" WALL ANGLE / 3/4" LAG SCREW
<br /> BOTTOM CHORD ATTACHED TO NOT MORE THAN 2 WEIGHT OF THE UNIT.
<br /> ADJACENT WALLS. GEILING GRID 8" MA
<br /> BRACING WIRE MEMBERS SHOULD BE AT LEAST 3/4" 13. ALL FIXTURES AND AIR TERMINALS #12 GAUGE VERTICAL
<br /> INGH FREE OF OTHER WALLS. IF WALLS OR SERVICES SUPPORTED ON (E) 5TRU6TURE
<br /> 'RUN DIAGONALLY �
<br /> TO GEILING GRID INTERMEDIATE DUTY GRID SYSTEMS HANGER WIRE AT 4'-0" O.G.
<br /> HANGER WIRE SYSTEM-RUNNERS, ONE END OF MAIN MUST BE INDEPENDENTLY SUPPORTED °°ael 'RIGID STEEL TUBING (ADJUSTABLE
<br /> AND CRO55 RUNNER SHOULD BE FREE BY NOT LE55 THAN 4 TAUT 12 6A. ® m INSTALL BOLT TO SECURE 'RESISTANCE STRUT) - SEE SCHEDULE
<br /> -7
<br /> IZAGING WIRE PARALLEL TO WOOD AND A MINIMUM OF 1/2" GLEAR OF THE WIRES EACH ATTACHED TO THE ONE TUBE TO THE OTHER. FOR SIZE
<br /> FLEXIBLE CONDUIT INTO FIXTURE - �j8„ Q HEAVY DUTY MAIN-RUNNER TUBES SHALL LAP ONE
<br /> WALL. FIXTURE OR TERMINAL AND TO THE NO. 12 6A. VERTICAL WIRE HANGER,
<br /> PROVIDE FIRE CAULKING AS REQUFRED TRUSS STRUCTURE ABOVE. ATTACHED ANOTHER AT LEAST 4" IN A SEGURE TO 5TRUGTURE PRIOR TO
<br /> FIRE GAULKIN6 AT PENETRATION 5. AT THE PERIMETER OF THE GEILING WALL W/POP FULLY EXTENDED POSITION. SETTING TUBE.
<br /> DO NOT INSERT SCREW EYES INTO 51DE AREA WHERE MAIN OR G-RO55 RUNNERS 14. SUPPORT SURFACE MOUNTED LIGHT 'RIVET °aa PIPE SLEEVE INSIDE DRILL 3/32" HOLE AND INSTALL BOLT
<br /> BLOGKIN6 OR GEILING JOISTS OF MICRO-LAM FLANGE ARE NOT CONNEGTED TO THE FIXTURES BY AT LEAST TWO POSITIVE DIMENSION SHALL BE AND LOCKING NUT
<br /> ADJACENT WALL, PROVIDE DEVIGES WHIGH SURROUND THE
<br /> 3 INTERCONNECTION BETWEEN�RUNNER5 GEILING-RUNNER AND WHIGH ARE SLIGHTLY LARGER THAN �RI61D STEEL TUBING - NOTCHED AT
<br /> MIN, BRACING WIRE AT THE FREE END TO PREVENT EACH SUPPORTED FROM THE THE OUTSIDE DIMENSION �-RUNNER
<br /> IR
<br /> LATERAL SPREADING. A METAL STRUT STRUCTURE ABOVE BY A 12 6A. WE. 7/8" WALL ANGLE THE COMPRESSION STRUUTT
<br /> OR A I6 GA. WIRE WITH POSITIVE SPRING CLIPS OR GLAMP5 THAT 8 M 3 - TURNS OF WIRE- B12 GA. GALV. WIRE AT 45° TO
<br /> STRUCTURE AOVE
<br /> \y z MECHANICAL CONNECTION TO THE CONNECT ONLY TO THE RUNNER A-RE BERG #12 GAUGE VERTICAL TYPIGA
<br /> F MICRO-LAM UPPER FLANGE RUNNER MAY BE USED. WHERE THE NOT AGCEPTABLE. o HANGER WIRE AT 4'-0" O.G. MAIN RUNNER LL
<br /> PERPENDICULAR DISTANCE FROM THE
<br /> WALL TO THE FIRST PARALLEL-RUNNER PROVIDE ADDITIONAL SUPPORTS
<br /> DIMENSIONS GREATER THAN I/2" A-
<br /> IS 12" OR LESS, THIS INTERLOCK 15 NOT WHEN LIGHT FIXTURES RE 8 FEET OR
<br /> „,�°°°
<br /> 5/5" FIRE RATED GYP BOARD AT ALL REQUIRED. LONGER.� HEAVY DUTY MAIN-RUNNER
<br /> SIDES, TOP 8 BOTTOM
<br /> � HANGER HIRES AND BRACING WIRES - 6. PROVIDE SETS OF FOUR 12 6A. 15. SUPPORT PENDANT MOUNTED LIGHTATTACHE
<br /> SPLAYED BRAGIN6 WIRES ORIENTED FIXTURES DIREGTLY FROM THE WALL W BERG2 by H I LTO W
<br /> 3 TURNS q0° FROM EACH OTHER AT NOT MORE STRUCTURE ABOVE WITH q 6A. CLIP `°
<br /> SLIDE APART BAR HANGER - FASTEN THAN 12'-0" X 12'-0" ON GENTER. HANGER WIRES OR GABLES PASSING CLIP COMPRESSION PIPE STRUT
<br /> THROUGH EACH PENDANT HANGER
<br /> BAR HANGER TO GYPSUM BOARD AND SIZE (DIAM X WALL THICKNESS) L (MAX HEIGHT)
<br /> BLOCKING WITH #10 SDS T PROVIDE BRAGIN6 WIRES AT AND CAPABLE OF SUPPORTING 4 PIGAL SADDLE TIE NOTE: DO NOT INSERT SCREW I/2" x 22 GA 3'-0"
<br /> GEYES PARALLEL TO LAMINATIONS LOCATIONS NOT MORE THAN 6'-0" TIMES THE WEIGHT OF THE FIXTURE. 3/4" X 22 GA 4'-3"
<br /> (SEE DETAIL F) (DETAIL MAY ALSO
<br /> FROM EACH PERIMETER WALL AND AT SPECIAL DETAILS A-RE NEGE55ARY I" X 20 GA 5'-0" Q
<br /> RECESSED FLUORESCENT FIXTURE THE EDGE OF VERTICAL OFFSETS. FOR THI5 CONDITION AT THE GEILING Z
<br /> BE USED AT TOP CHORD) GRID 7/8" WALL ANGLE I I/4" X 20 GA 7'-O" [O�
<br /> THE SLOPE OF THESE WIRES SHOULD g" M I I/2" X 20 GA 8'-6"
<br /> NOT EXCEED 45° FROM THE PLANE OF 16. GEILING AREAS EXGEEDING 1,000 S.F. BERG 2" X 20 GA 11'-6"
<br /> #12 GAUGE VERTICAL 2 1/2" X 18 6A 14'-6"
<br /> THE GEILING AND SHOULD BE TAUT SHALL HAVE HORIZONTAL RESTRAINT J
<br /> I/4" DIA. SGYZEW EYE WITH I I/4" MIN, l4 m,° HANGER WIRE AT 4'-O" O.G. IV 3" X 18 GA 17'-3"
<br /> 3 WITHOUT GAU5INO THE GEILING TO LIFT. OF THE GEILING TO THE STRUCTURAL Q
<br /> PENETRATION 3 1/2" X 16 GA 20'-0"
<br /> p p54„ 4" X 16 GA
<br /> N
<br /> 5PLI6E5 IN BRACING WIRES ARE NOT SYSTEM. p � °m
<br /> F HANGER WIRE TO BE PERMITTED WITHOUT SPECIAL °
<br /> � ,fi
<br /> O O
<br /> 05A/555 APPROVAL. 17. POSITIVE BRACING TO THE O � °Q HEAVY DUTY MAIN-RUNNER O
<br /> ' I" MIN. STRUCTURE SHALL BE PROVIDED AT NOTES:
<br /> Z
<br /> Z Z 7. FASTEN HANGER WIRES WITH NOT LE55 GHANOE5 IN THE GEILING PLANE UNATTACHED Z • THESE COMPB
<br /> COMPRESSION STRUTS SHALL BE PLACED 12'-O" OG IN OTH
<br /> WALL W/BERG2
<br /> J J THAN 3 TIGHT TURNS. FASTEN BRAGING ELEVATION OR AT DISCONTINUITIES IN ::iDIRECTIONS WITH THE FIRST POINT 6'-O" FROM EACH WALL.
<br /> MIG�RO-LAM LOWER FLANGE WIRES WG
<br /> WITH 4 TIGHT TURNS. MAKE ALL THE GEILING RID SYSTEM, w CLIP a@ "ARMSTRONG - 5E15MI6 Rx" w
<br /> Lu
<br /> vv SUSPENSION SYSTEM v • SUSPENDED CEILINGS WHICHREOUIRE A PANELIZED SYSTEM, SHALL BE
<br /> H
<br /> I I TIGHT TURNS WITHIN A DISTANCE OF I 'Q IGC - E5R-1308 Q BG 5EGTION 2506.2.1
<br /> I/2". HANGER OR BRACING WIRE 18. ALL SPRINKLER HEADS (DROPS), AND
<br /> ANGHOR5 TO THE 5TRUGTURE SHOULD ALL OTHER PENETRATIONS SHALL
<br /> BE INSTALLED IN SUCH A MANNER THAT HAVE 2" OVERSIZE TRIM TO ALLOW
<br /> THE DIREGTION OF THE WIRE ALIGNS I"HORIZONTAL MOVEMENT IN ALL O [F
<br /> 2 2 1$ REGESSED F I XTURE I N I HOUR GE I L I NO 14 WI R� GONN�GTI ONS TO WOOD GONSTRUGTI ON AS CLOSELY AS POSSIBLE WITH THE HORIZONTAL DIREGTION5. 6 SUSPENDED GE I L I NO O RI D ATTAGHMENT 2 GOMPRESS I ON STRUT �u
<br /> DIRECTION OF THE FORGES AGTIN6 ON
<br /> 5GALE: 1" = 1'-0" 5GALE: I I/2" - I'-O" 5GALE: 1 1/2" - 1'-O" NO SCALE
<br /> THE WIRE. Iq. WHEN A GEILING SYSTEM SPAN
<br /> BETWEEN PERIMETER WALLS IS
<br /> s NOTE: WIRE TURNS MADE BY MACHINE GREATER THAN 25' IN BOTH NOTES:
<br /> WHERE BOTH STRANDS HAVE BEEN DIRECTIONS, A MINIMUM WALL ANGLE
<br /> DEFORMED OR BENT IN WRAPPING GAN SIZE OF AT LEAST A TWO INCH (52MM) 1. ALL WIRE TO BE SADDLE TIED
<br /> WAIVE THE 11/2" REQUIREMENT, BUT THE HORIZ. LEG SHALL BE USED AT THE
<br /> NUMBER OF TURNS SHOULD BE PERIMETER WALLS AND INTERIOR o
<br /> MAINTAINED, AND BE AS TIGHT AS FULL HEIGHT PARTITIONS. THE FIRST
<br /> O POSSIBLE. GEILING TILE SHALL MAINTAIN 3 INCH
<br /> ry O I" I/2" I" (IGMM) CLEAR FROM THE FINISH WALL O
<br /> 8. SEPARATE ALL CEILING HANGING AND SURFACE PERIMETER
<br /> BRACING WIRES AT LEAST 6 INCHES STARTER WALLS
<br /> 0 FROM ALL UNBRAGED DUCTS, PIPES, 20.WHEN THE DISTANCE BETWEEN THE 5TRUGTURE ABOVE
<br /> CONDUIT, ETC. GEILING SUSPENSION SYSTEM AND THE 4 EACH, 12 6A.
<br /> STRUCTURAL DECK ABOVE EXCEEDS SHOT-PIN TO DECK SPLAY WIRES AT
<br /> HVAC DUCTWORK, ELECTRICAL 4 FEET, THE GEILING SYSTEM SHALL 12'-0" O.G. MAX $
<br /> p�
<br /> 2> SOFFIT FRAMING AT 16" O.G. DISTRIBUTION, TELEPHONE SERVICES, BE CONNECTED AND BRACED LINE OF WALL 6'-O" MAX FROM
<br /> COMPUTER GABLE DISTRIBUTION, AND DIRECTLY TO THE STRUCTURE AT THE LATERAL FORGE WALLS - SEE
<br /> N
<br /> OTHER SERVICES NORMALLY FOUND IN MEANS OF EGRESS SERVING AN BRACING NOT TO DETAILS 4/AD8 b
<br /> SEE PLAN A GEILING SPACE, SHALL BE OGGUPANT LOAD OF 30 OR MORE EXCEED 12'-0" O.G. IN LL
<br /> SUSPENDED GEILING PANELINDEPENDENTLY SUPPORTED AND AND AT LOBBIES ACCESSORY TO
<br /> B.O. GEILING APPROPRIATELY BRACED TO BOTH DIRECTIONS WITH APPROPRIATELY
<br /> GROUP "A" OCCUPANCIES. 5PAGIN6 THE FIRST POINT WITHIN COMPRESSION
<br /> s SUSPENDED ACOUSTICAL GEILING - SEE ELIMINATE ANY LATERAL FORGE ON OF VERTIGAL HANGERS SHALL NOT 4'-0" MAX FROM EACH STRUT AT 12'-0"
<br /> FIRE SPRINKLER HEAD - SEE REFLEGTED GEILING PLAN THE GEILING MEMBRANE OR BRAGING Z
<br /> 7 DEFERRED SUBMITTALS LIST EXCEED 2 FEET (610MM) ON CENTER WALL O.G. MAX (6'-0"
<br /> ELEMENTS.
<br /> _75ON PROJECT COVER SHEET THICK GYPSUM BOARD MEANS OF EGRESS
<br /> THE ENTIRE LENGTH OF THE MAX FROM END
<br /> HANGER WIRE AT 4'-O" � �
<br /> 5/8" OR LOBBY. OF RUNNER) - SEE Q
<br /> o ® s q. WHEN DRILL-IN CONCRETE ANCHORS 0.6. DETAIL ER) -
<br /> O PROVIDE DECORATIVE 2" • ® ® ® SEE PLAN OR SHOT-IN ANCHORS ARE USED IN 21. WITHIN A, E, AND M-OGCUPANCIE5, SPLAY BRACE WIRE
<br /> v OVERSIZE E5GUTGHEONRIN6 B.O. SOFFIT REINFORCED CONCRETE FOR HANGER AND FRE-RATED CORRIDORS, ALL z
<br /> AS-REOUIRED WIRES, I OUT OF 10 MUST BE FIELD LAY-IN PANELS SHALL BE SECURED
<br /> O METAL STUD FRAMING AT 16' O.G. TESTED FOR 200 LBS. OF TENSION.
<br /> TO THE SUSPENSION SYSTEM WITH TWO
<br /> WHEN DRILLED-IN CONCRETE ANCHORS HOLD-DOWN CLIPS MINIMUM FOR EACH 17-
<br /> A-RE USED FOR BRACING WIRES, 1 OUT TILE WITHIN A 4 FOOT—RADIUS OF THECL
<br /> J
<br /> 5/8" THICK GYPSUM BOARD OF 2 MUST BE FIELD TESTED FOR 440 EXIT LIGHTS AND EXIT SIGNS.
<br /> PENETRATIONS THROUGH THE GEILING FOR SPRINKLER HEADS AND OTHER "V" STRUT AS
<br /> LBS. OF TENSION. SHOT-IN ANCHORS IN CROSSYZUNNER
<br /> O SIMILAR DEVICES THAT ARE NOT INTEGRALLY TIED TO THE GEILING VERIFY 'REQUIRED � L=
<br /> CONCRETE A-RE NOT PERMITTED FOR 22,INDEPENDENT SUPPORTS AND BRAGES In
<br /> SYSTEM IN THE LATERAL DIRECTION SHALL HAVE A TWO (2) INCH SEE CEILING PLAN BRAGIN6 WIRES. IF ANY SHOT-IN OR SHALL BE PROVIDED FOR LIGHT z
<br /> 41 OVER5IZED-RIN6, SLEEVE OR ADAPTER THROUGH THE GEILING TILE TO
<br /> DRILLED-IN ANCHOR FAILS, ALL FIXTURES FOR EXIT ILLUMINATION, Q
<br /> ALLOW FREE MOVEMENT OF ONE (I) INCH IN ALL HORIZONTAL DIRECTIONS.
<br /> ADJACENT ANGHOR5 MUST BE TESTED. POWER SUPPLY FOR EXIT J
<br /> DRILLED-IN OR SHOT-IN ANCHORS MUST ILLUMINATION SHALL COMPLY WITH
<br /> A FLEXIBLE SPRINKLER HOSE FITTING THAT CAN ACCOMMODATE ONE (1) BE TESTED. DRILLED-IN OR SHOT-IN THE REQUIREMENTS OF SECTION 1008
<br /> INCH OF GEILING MOVEMENT SHALL BE PERMITTED TO BE USED IN LIEU OF O ANGHOR5REQUIRE SPECIAL DSA/SSS 3 MAIN T-BA-R�RUNNER
<br /> N THE OVER5IZEDYRING, SLEEVE OR ADAPTER. SUGH FLEXIBLE SPRINKLER OF THE 2016 GBG 3
<br /> IAPPROVAL WHEN USED IN p p
<br /> K H05E SHALL BE ADEQUATELY SUPPORTED FROM SOFFIT 50 AS NOT TO
<br /> 0 3 O PRE-STRESSED CONCRETE. 23.SEPARATE SUPPORT FROM THE r A.G. LAY-IN PANEL m REVISIONS:
<br /> p EXCEED THE MAXIMUM TRIBUTARY WEIGHT OF THE GEILING. ul lz ID
<br /> Z10. ATTACH ALL LIGHT FIXTURES TO THE STRUCTURE SHALL BE PROVIDED FOR O O
<br /> Z GEILING GRID�RUNNER5 TO A ALL APPENDAGES SUCH AS LIGHT 6 6 Z1 PLANNING 10/05/2018
<br /> Z FIXTURES, AIR DIFFUSERS, EXIT SIGNS z z
<br /> 0 J HORIZONTAL FORGE EQUAL TO THE
<br /> AND SIMILAR ELEMENTS.
<br /> 5' w WEIGHT OF THE FIXTURES. w uw
<br /> 24.CLASSIFICATION OF GEILING GRID IS � v 2 HILTON 10/18)/2018)
<br /> 3 iLu HEAVY DUTY. COMPONENTS SHALL
<br /> AV NO A NOMINAL END DIME FIXTURES
<br /> OF Q
<br /> 3 HILTON 02/07 2016
<br /> 75 SCALE FACTOR = 3 24" OR GREATER, SHALL BE COMPLY WITH THE FOLLOWING
<br /> SCHEDULE:
<br /> POSITIVELY ATTACHED TO THE GEILING
<br /> 23 1 SUSPENDED GE I L I NO PENETRATION 15 SOFFIT DETAIL GRIP RUNNER(5) AT THE END OF THE MAIN CROSS � SUSPENDED GE I L I NO AT MALL 3 T"rP I GAL GE I L I NO DETAILS
<br /> FIXTURE WITH TWO #8 SELF TAPPING MANUFACTURER: RUNNER RUNNER
<br /> 5GALE: 3" = I'-O" 5GALE: I" = I'-O' TEK SCREWS, EACH 50-REW SHALL BE 5GALE: NTS 5GALE: I/8" = I'-O"
<br /> LOCATED WITHIN 3" OF THE SIDE OF ARMSTRONG 7301 -7541 (l)
<br /> v FIXTURE AND ATTACHED THROUGH THE NOTE:
<br /> N LIGHT FIXTURE WITH (2) 12 GA.
<br /> BULB OF THE GEILING GRID RUNNER(5). CHICAGO METALLIC 200 1204 (2) HANGER WIRES AT ALTERNATE
<br /> LIGHT FIXTURES HAVING LE55 THAN A CORNERS TO THE STRUCTURE • COMPRESSION STRUTS: STEEL SECTION WITH LfR
<br /> NOMINAL 24" END DIMENSION SHALL BE DONN CORP. OX26 OX424 (3) RATIO OF 200 MAX, SECURE TO MAIN RUNNERS
<br /> ABOVE, PROVIDE 4
<br /> Q ATTACHED WITH ONE #8 SELF TAPPING ATTACHMENTS PER FIXTURE TO WITH 1/4" MB AND TO STRUCTURE WITH 3/16"
<br /> v TEK SCREW AT THE GENTER OF EACH FOOTNOTES: GRID SYSTEM POWER DRIVEN CLIPS
<br /> END OF THE FIXTURE, ATTACHED TO -RED PROJEGT # 18050
<br /> Q THE BULB OF THE CEILING, GRID (1) FOR 2 X 2 GRID USE 7328 • COMPRESSION STRUT SHALL NOTREPLACE
<br /> RUNNER(5). ALL ATTACHMENTS SHALL (2) FOR 2 X 2 GRID USE 1226 HANGER WIRE HILTON # 18-428ND
<br /> [Z/ BE CAPABLE OF LATERALLY (3) FOR 2 X 2 GRID USE DX216
<br /> SUPPORTIN6 THE WEIGHT OF THE 10PLANNING # SPR-18-102
<br /> O FIXTURE. ALL FIXTURES RE&ARDLE55 GOMPRE55ION 12 GA. VERT. HANGER
<br /> OF WEIGHT OR SIZE SHALL HAVE STRUT - 5EE WIRE AT 4'-0" O.G. W/MIN PERMIT # -
<br /> INTERLOCKING GEILING GRID
<br /> DETAIL 2/AD8 3 TIGHT TURNS IN I I/2"
<br /> RUNNER(5) ON ALL 4 SIDES OF THE 25. ANCHORS FOR WALL ANGLES: APN # Iq6-270-23
<br /> O FIXTURE. 12 6A. SPLAYED WIRE
<br /> A. AT METAL STUD WALL I I/8" TYPE BRACE WITH MIN (4) DATE: 03.06.Iq
<br /> 11. GEILING MOUNTED AIR TERMINALS OR "5" BUGLE HEAD DRYWALL SCREW AT TIGHT TURNS IN I I/2"
<br /> 14" TYPIGA B.O. GEI75 SEE ALNN6 SERVICES SHALL BE POSITIVELY 16" O.G. DRAWN: H.GOLLINS
<br /> 0. SUSPENDED ACOUSTICAL CEILING - SEE ATTACHED TO THE GEILING SUSPENSION GHEGKED: J.MILLER
<br /> -REFLECTED GEILING PLAN MAIN RUNNERS OR TO CROSS�RUNNERS
<br /> WITH THE SAME GARRYING CAPACITY 26.MAIN BEAMS AND CROSS TEE
<br /> AS THE MAINRUNNER. INTERSECTIONS AND SPLICES MUST
<br /> 0 5/8" THICK GYPSUM BOARD OVER 2X HAVE GONNEGTION STRENGTHS OF AT
<br /> STUDS AT 16" O.G. AIR TERMINALS WITH A NOMINAL LEAST 180 POUNDS IN COMPRESSION
<br /> s ® ® ® ® SEE PLAN DIMENSION OF 24" OR LESS SHALL BE AND TENSIONS. 4 SHEET TITLE:
<br /> 45
<br /> B.O. SOFFIT POSITIVELY ATTACHED TO THE CEILING
<br /> GRIP RUNNER(5) ON AT LEAST TWO 27. GEILINGS EXGEEDING 2,500 50 FT CEILING DETAILS
<br /> OPPOSING SIDES WITH ONE SHALL HAVE A SEISMIC SEPARATION
<br /> SELF-TAPPING TEK SCREW ON EACH
<br /> OR A FULL HEIGHT PARTITION THAT
<br /> SIDE. EACH SCREW SHALL BE LOCATED BREAKS THE CEILING UP TO AREA
<br /> 5/8" THICK GYPSUM BOARD OVER 2X NOT EXGEEDING 2500 SQ FT.
<br /> IN THE CENTER OF THE AIR TERMINAL
<br /> N SOFFIT FRAMING AT I6" OGAND SHALL BE ATTACHED THROUGH 45° 45°
<br /> O
<br /> THE BULB OF THE GEILING GRID MAX MAX
<br /> PROVIDE 2X FIRE BLOCKING IN
<br /> O CONGEALED SPACES OF STUD WALLS OF 24 (NLENGTHAL BE
<br /> ) TERMINALS LEXCESS SGYZEWS, TYP
<br /> AT THE GEILING AND FLOOR LEVELS AT ATTACHED WITH TWO SELF-TAPPING
<br /> 10' INTERVALS BOTH VERTICAL AND
<br /> p) TEK 50REW5 ON EACH END OF
<br /> IU HORIZONTAL PER G.B.G. SEG 708.2 O
<br /> DIFFUSER ATTACHED TO THE BULB OF 3
<br /> 3 THE GEILING GRIDRUNNER(S). ALL
<br /> ATTACHMENTS SHALL BE
<br /> 6 OUTLINE OF UPPER CABINETS - SEE 6 `t
<br /> THE WEIGHT OF THE AIR TERMINAL. HEAVY DUTY GRID 2" MAX FROM
<br /> O� � CAPABLE OF LATERALLY SUPPORTING I
<br /> INTERIOR ELEVATIONS O O BRACE WIRES MAIN-RUNNER SHEET NO.:
<br /> O O
<br /> ' TO CROSS
<br /> Z Z ALL AIR TERMINAL5YRE&ARDLE55 OF Z Z RUNNERS
<br /> WEIGHT OR SIZE SHALL HAVE
<br /> w D INTERLOCKING ORID�RUNNER(5) OF [u- AIR DIFFUSER WITH (2) 12 GA. w CROSS RUNNER
<br /> n 0 0 ALL 4 SIDES OF THE AIR TERMINAL. 0 HANGER WIRE5 AT ALTERNATE 0
<br /> 4 2 Q CORNERS TO THE STRUCTURE
<br /> BULKHEAD DETAIL ABOVE Q
<br /> AD8
<br /> G G �ND�D G� ILIN / NOT�J E BRAGINO DETAIL T'rFIGAL GEILINO DETAILO,' �� _ „ ;, „ _ 5GALE: I/2" = I'-O" SCALE: NTS
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