|
3 - 1 1/2" X q GA. STAPLES OR v
<br /> 3 - STRONGHOLD "J" NAILS AT EACH LATERAL FORGE SPLAY BRAGINC NOTE:
<br /> WIRE LOOP BRACING 4 EACH #I2 f 1
<br /> JOIST OR-RAFTER GAUGEIR
<br /> WE SECURED GROSS-FURRING SHALL BE SECURELY ATTACHED TO u
<br /> . ,
<br /> TO MAIN-RUNNER WITHIN THE MAIN-RUNNER BY SADDLE TYING WITH NOT LE55 uj
<br /> LINEAR DIFFUSER
<br /> (WHERE OCCURS) • • • • HANGER WIRE 2" OF GROSS TEE THAN ONE STRAND OF NO. I6 OR TWO STRANDS OF
<br /> INTERSECTION AND NO. 0 U5. GAUGE TIE WIRE OR APPROVED
<br /> BRACING V41-RE SPLAYED q0° FROM EQUIVALENT ATTACHMENTS.
<br /> BOTH OIREGTION5 WITH
<br /> FIRST POINT WITHIN 6' 'RUNNERS AND FURRING: THE MAINRUNNER AND ' `
<br /> N • • • • WOOD JOIST OR FROM STATHI NG CROSS-FURRING SHALL BE NOT LESS THAN THE VERIFY LAYOUT WITH v
<br /> SIZES SET FORTH IN TABLE NO. 41-A, EXCEPT THAT
<br /> CORNER OTHER SECTIONS OF EQUIVALENT STRENGTH MAY 'REFLECTED CEILING PLAN
<br /> 1RAFTER JOIST OR RAFTER COMPRESSION POST BE SUBSTITUTED FOR THOSE SET FORTH IN THIS
<br /> - - - - - ATTACHED TO THE TABLE. #12 GAUGE
<br /> C) X 1/4" DIA. SCREW EYE WITH FULL THREAD STRUCTURE W/ (2) #I2 NOTES:
<br /> GYP, BD. ON �_ EXTERIOR m Q EMBEDMENT (I 1/4"MIN.) VERTICAL HANGER • HANGER WIRE5 TO BE 12 GAGE FOR 45" SPACING RED INC A-RGHITEGTS
<br /> SELF TAPPING SCREWS
<br /> J FRAMING AS _ WALL TO STEEL ROOF DECK WIRE AT 4'-0" O.G. 1211 J STREET,MODESTO,GA 65354
<br /> z EQ'D TO SUPPORT CONSTRUCTIONBRACING WIRE • SUSPENSION SYSTEM ARMSTRONG "PRELUDE XL" OR APPROVED STRUCTURAL EQUAL 20q.522.ag00
<br /> p INVERTED CEILING • ENDS OF MAIN-RUNNERS AND CROSS MEMBERS TO BE TIED TOGETHER WITH I6 6A.
<br /> TRACK.
<br /> °
<br /> @AT WOOD JOIST OiZ WIRE TO PREVENT SPREAD SEAL:
<br /> LINEAR CEILING SOLAR • WIRES GREATER THAN I IN 6 OUT OF VERTICAL TO HAVE COUNTER WIRING
<br /> CARRIERS ON SHADES, izAFTER
<br /> HANGAR WIRE TO • GEILIN6 MAY BE ATTACHED AT 2 WALLS MAX - PROVIDE 3/4" MIN CLEAR AT FREE
<br /> Q SUPPORT WOOD MOUNTED
<br /> v PLANK GEILIN6 3 - I I/2" X g GA. STAPLES OR ENDSBUR�/T c�
<br /> F
<br /> N SEE REFLECTED G ILIN6 PLAN GYPSUM BOARD CEILING 3 - STRONGHOLD "J" NAILS AT EACH - 0-
<br /> z
<br /> • 4 DIAGONAL BRACING WIRES / 144 S.F. (MIN 12" DISTANCE FROM WALLS)
<br /> WINDOW OR WIRE LOOP METAL SUSPENSION SYSTEMS i" P = Z\ G pig • HANGER WIRES, 5 T16HT TURNS - 12 GAUGE BRACE WIRES,4 T16HT TURNS
<br /> Z 2 X 4 STUDS AT 16" OG FOR LAY-IN PANEL CEILINGS - Px N�¢E (P Nl 3 '
<br /> � LINEAR CLIP STOREFRONT o 2X BLOCKING WITH 2 - Ibd COMMON \�2„ M V� �\���\C�
<br /> fl �" NAILS EACH END 1. 12 GA. (MIN.) HANGER WIRES MAY BE 12. FLUSH ORRECE55E0 LIGHT FIXTURES -.j V,\ EP X\NO • ALL CEILING WIRES AND UNBRAGED DUCTS, PIPES, ETC. TO HAVE MIN 6" SEPARATION REN.
<br /> HOLD USED FOR UP TO AND INCLUDING 4'-0" AND AIR TERMINALS OR SERVICES � � GE\\' � �P
<br /> w WOOD PLANK CEILING, SHOWN GUT • • & • ALL LIGHT FIXTURES AND DUCT TERMINALS ATTACHED TO CEILING GRID TO-RESIST 03-31-21
<br /> v X 4'-0" GRID SPAGING ALONG MAIN WEIGHING LESS THAN 56 LBS. MAY BE - 45° M\N� HORIZONTAL FORGES EQUAL TO WEIGHT 9) O�
<br /> ON ITS LONG AXIS; EDGE SUPPORT BRAGING WIRE #� FOFCALf
<br /> C) PROVIDED BY INVERTED CEILING • GYPSUM BOARD
<br /> RUNNERS. SPLICES WILL NOT BE SUPPORTED DIRECTLY ON THE TYP.
<br /> TRACK SECURED TO METAL STUD G AT WOOD JOIST C?R PERMITTED IN ANY HANGER WIRES RUNNERS OF A HEAVY DUTY GRID • RECESSED FIXTURES AND DUCT TERMINALS LESS THAN 56 LBS, SHALL BE
<br /> FRAMING. • • UNLESS SPECIFICALLY APPROVED BY SYSTEM BUT, IN ADDITION, THEY MUST SUPPORTED BY SAFETY WIRES (SLACK) TO OVERHEAD STRUCTURE
<br /> Q SEE REFLECTED BLOCK O5A/555. HAVE A MINIMUM OF TWO 12 GA.
<br /> SLACK SAFETY WIRES ATTACHED TO N • SURFACE MOUNTED FIXTURES AND DUCT TERMINALS TO BE SUPPORTED WITH MINIMUM
<br /> GEILIN6 PLAN Sid OF 2 - 14 GAGE CLAMPS WHIGH SURROUND-RUNNER SUPPORT BY 12 GAGE WIRE TO
<br /> FOR BRACING WIRES - FULLY EMBED 2. PROVIDE 12 6A. HANGER WIRES AT THE THE FIXTURE AT DIAGONAL GORNERS 6
<br /> IU SCYREW EYE THREADS IN DIRECTION OF ENDS OF ALL MAIN AND GROSS AND ANGHOREO TO THE STRUCTURE 3 ,y OVERHEAD STRUCTURE (NO (ROTATIONAL SPRING CLIPS)
<br /> ol
<br /> WIRE -RUNNERS WITHIN 8" FROM THE SUPPORT ABOVE. ALL 4'-0" X 4'-0" LIGHT p �'� CONSULTANT:
<br /> p • PENDANT FIXTURES TO BE SUPPORTED TO OVERHEAD STRUCTURE WITH DEVICE
<br /> Q - OR WITHIN 1/4" OF THE LENGTH OF THE FIXTURES MUST HAVE SLACK SAFETY lz 1/4" MACHINE
<br /> = N 2 X 4 BLOCKING � p CAPABLE OF CARRYING 4 X THE FIXTURE'S WEIGHT
<br /> 1/4" DIA. DRILLED HOLE END TEE, WHIGHEVER IS LEAST, FOR WIRES AT EACH GORNER. ALL FLUSH BOLT
<br /> m THE PERIMETER OF THE GEILIN6 AREA. ORYRECESSED LIGHT FIXTURES AND • FOLLOW ALL MANUFACTURER'5-RECOMMENOATION5
<br /> ,- (3) IOd EACH -
<br /> O cv AIR TERMINALS OR SERVICES z HEAVY DUTY
<br /> z7 O SADDLE TIE - (SEE DETAIL G) 3. PROVIDE TRAPEZE OR OTHER WEIGHING 56 LBS. OR MORE MUST BE � GROSS RUNNER z • FIXTURES AT I HOUR CONSTRUCTION TO BE WRAPPED TO MAINTAIN CONTINUITY OF
<br /> O SUPPLEMENTARY SUPPORT MEMBER AT INDEPENDENTLY SUPPORTED BY NOT w ``Z�C FIRE ASSEMBLY
<br /> (2) 16d EACH
<br /> � HANGER WIRE OBSTRUCTIONS TO MAIN HANGER LE55 THAN 4 TAUT 12 6A. WIRES EACH v HEAVY DUTY bh, w
<br /> w Q Q SPAGING. PROVIDE ADDITIONAL ATTACHED TO THE FIXTURE AND TO 0 • PROVIDE-RIGID STEEL TUBING STRUTS A5-REQUIRED BY A5TM 0635 AND GBG
<br /> w NOTE: SOLID BLOCKING Q MAIN-RUNNER SECTION 25062.1
<br /> T TO BOTTOM OF JOIST HANGERS, STRUTS OR BRACES AS THE STRUCTURE ABOVE REGARDLESS Q
<br /> N SCALE FACTOR = 3 'REQUIRED FOR EITHER TYPE REQUIRED AT ALL GEILIN6 BREAKS, OF THE TYPE OF CEILING GRID
<br /> OF BRACING
<br /> N G SOFFITS, OR DISCONTINUOUS AREAS. SYSTEM USED.
<br /> 21 MOUNTED WOOD GEILIN6 DETAIL DROP SOFF I T HANGER WIRES THAT ARE MORE THAN I TYP I GAL G I L I NO DATA I LS 1 SUSPENDED GE I L I NO
<br /> w SCALE: 1 1/2" = 1'-0" SCALE: 3" = 1'-0" WEB MEMBER IN 6 OUT OF PLUMB TO HAVE THE 4 TAUT 12 GA. WIRES INCLUDING SCALE: NTS NO SCALE
<br /> COUNTER-SLOPING WIRES. THEIR ATTACHMENT TO THE
<br /> STRUCTURE ABOVE MUST BE CAPABLE
<br /> SADDLE TIE - (SEE DETAIL G) 4. CEILING GRID MEMBERS MAY BE OF SUPPORTING 4 TIMES THE / 3/4" LAG SCREW
<br /> BOTTOM CHORD ATTACHED TO NOT MORE THAN 2 WEIGHT OF THE UNIT. 1/8" WALL ANGLE
<br /> ADJACENT WALLS. GEILIN6 GRID 8" MA
<br /> BRAGIN6 WIRE MEMBERS SHOULD BE AT LEAST 3/4" 13. ALL FIXTURES AND AIR TERMINALS #12 GAUGE VERTICAL
<br /> INCH FREE OF OTHER WALLS. IF WALLS OR SERVICES SUPPORTED ON (E) STRUCTURE
<br /> -RUN DIAGONALLY TO CEILING GRID INTERMEDIATE DUTY GRID SYSTEMS HANGER WIRE AT 4'-O" O.G.
<br /> HANGER WIRE SYSTEM-RUNNERS, ONE END OF MAIN MUST BE INDEPENDENTLY SUPPORTED °°a -RIGID STEEL TUBING (ADJUSTABLE
<br /> AND CRO55YRUNNER SHOULD BE FREE BY NOT LE55 THAN 4 TAUT 12 6A. © U m INSTALL BOLT TO SECURE RESISTANCE STRUT) - SEE SCHEDULE
<br /> BIRAGINC� WIRE PARALLEL TO WOOD AND A MINIMUM OF 1/2" CLEAR OF THE W-RE5 EACH ATTACHED TO THE ONE TUBE TO THE OTHER. I FOR SIZE
<br /> FLEXIBLE CONDUIT INTO FIXTURE - �j8„ a HEAVY DUTY MAIN RUNNER TUBES SHALL LAP ONE
<br /> WALL. FIXTURE OR TERMINAL AND TO THE NO. 12 GA. VERTICAL WIRE HANGER,
<br /> PROVIDE FIRE CAULKING AS iREQUIRED TRUSS STRUCTURE ABOVE. ATTACHED ANOTHER AT LEAST 4" IN A SECURE TO STRUCTURE PRIOR TO
<br /> FIRE CAULKING AT PENETRATION 5. AT THE PERIMETER OF THE GEILIN6 WALL W/POP FULLY EXTENDED POSITION. SETTING TUBE.
<br /> AREA WHERE MAIN OR GRO55YRUNNER5 14. SUPPORT SURFACE MOUNTED LIGHT RIVET aP PIPE SLEEVE IN51DE DRILL 3/32" HOLE AND INSTALL BOLT
<br /> NOTE: PROVIDE ALUM. OF NOT INSERT SCREW EYES INTO SIDE ARE NOT CONNECTED TO THE FIXTURES BY AT LEAST TWO POSITIVE
<br /> GROMMET AT ACT BLOCKING OR CEILING JOISTS OF MICRO-LAM FLANGE ADJACENT WALL, PROVIDE DEVICES WHIGH SURROUND THE DIMENSION SHALL BE AND LOCKING NUT
<br /> 3�� SLIGHTLY LARGER THAN �
<br /> L E
<br /> 1'-0" MIN. PENETRATIONS, COLOR TO INTERCONNECTION BETWEEN-RUNNER5 GEILIN6-RUNNER AND WHIGH A-RE THE OUTSIDE DIMENSION OF 'RIGID STEEL TUBING - NOTCHED AT
<br /> MATCH ACT T-BAR FINISH. MIN, BRAGIN6 WIRE AT THE FREE END TO PREVENT EACH SUPPORTED FROM THE �-RUNNER
<br /> LATERAL SPREADING. A METAL STRUT STYRUGTURE ABOVE BY A 12 GA. WIRE. 1/8" WALL ANGLE THE COMPRESSION STRUT
<br /> OR A 16 GA. WIRE WITH POSITIVE SPRING CLIPS OR CLAMPS THAT 3 - TURNS OF WIRE- 12 GA. GALV. WIRE AT 45° TO
<br /> cv MECHANICAL CONNECTION TO THE CONNECT ONLY TO THE RUNNER A-RE BE,RC 8" M TYPIGA STRUCTURE ABOVE I I I I I
<br /> z -RUNNER MAY BE USED. WHERE THE NOT ACCEPTABLE. #12 GAUGE VERTICAL MAIN-RUNNER
<br /> 206A CONT PERIMETER n MIGIRO-LAM UPPER FLANGE HANGER WIRE AT 4'-0" O.G.
<br /> PERPENDICULAR DISTANCE FROM THE ° o � � (�
<br /> AGT ANGLE AND 6ALV. STEEL WALL TO THE FIRST PARALLEL-RUNNER PROVIDE ADDITIONAL SUPPORTS v
<br /> SUPPORT FRAMING SYSTEM TES
<br /> DIMENSIONS GREATER THAN 1/2" 15 12" OR LE55, THI5 INTERLOCK 15 NOT WHEN LIGHT FIXTURES A-RE 8 FEET OR ® �° oo UVJ M A n � � O T T
<br /> -REGE55EP LIGHT REQUIRED. LONGER. g°°° uu u u [r� uv1
<br /> 5/8" FIRE'RATED GYP BOARD AT ALL "I "I � � HEAVY DUTY MAIN-RUNNER
<br /> SIDES, TOP 8 BOTTOM
<br /> 0 LIGHTING
<br /> HANGER WIRES AND BRACING WIRES - 6. PROVIDE SETS OF FOUR 12 6A. 15. SUPPORT PENDANT MOUNTED LIGHT ATTACHED
<br /> SPLAYED BRACING WIRES ORIENTED FIXTURES DIRECTLY FROM THE WALL W/BERG2
<br /> O 3 TURNS q0° FROM EACH OTHER AT NOT MORE STRUCTURE ABOVE WITH q GA. CLIP a
<br /> L SLIDE APART BAR HANGER - FASTEN THAN 12'-0" X 12'-0" ON CENTER. HANGER WIRES OR GABLES PASSING a GOMPZESSION PIPE STRUT
<br /> THROUGH EACH PENDANT HANGER
<br /> BAR HANGER TO GYPSUM BOARD AND SIZE (DIAM X WALL THICKNESS) L (MAX HEIGHT)
<br /> 0- BLOGKING WITH #10 505 TYPICAL SADDLE TIE NOTE: DO NOT INSERT SCREW PROVIDE BRAGING WIRES AT AND CAPABLE OF SUPPORTING 4 1/2" x 22 GA
<br /> Z-GLIPS A5-REQUIRED, LOCATIONS NOT MORE THAN 6'-O" TIMES THE WEIGHT OF THE FIXTURE.
<br /> PROVIDE BLOGKING AS 4" EYES PARALLEL TO LAMINATIONS FROM EACH PERIMETER WALL AND AT SPEGIAL DETAILS A-RE NECESSARY 3/4" X 22 GA 4'-3"
<br /> Lu (SEE DETAIL F) (DETAIL MAY ALSO I" X 20 GA 5'-0"
<br /> Lu -REQUIRED RECESSED FLUORESCENT FIXTURE THE EDGE OF VERTICAL OFFSETS. FOR THIS CONDITION AT THE GEILIN6
<br /> � I/4" I/4" BE USED AT TOP CHORD) GRID 1/8" WALL ANGLE I I/4" X 20 GA �'-O"
<br /> THE SLOPE OF THESE WIRES SHOULD g" M I I/2" X 20 GA 8'-6"
<br /> PLASTIC LAMINATE FINISHED BERG 2" X 20 GA II'-6"
<br /> HARDWOOD STRIP. BLKGJ NOT EXCEED 45° FROM THE PLANE OF 16. GEILIN6 AREAS EXGEEDIN6 1,000 S.F. #12 GAUGE VERTICAL 2 I/2" X 18 GA 14'-6" Q
<br /> ACT AT SIM THE CEILING AND SHOULD BE TAUT SHALL HAVE HORIZONTAL RESTRAINT 3" X 18 GA 14'- "
<br /> 1/4" DIA. 5C-REW EYE WITH 1 1/4" MIN. l� o HANGER WIRE AT 4'-0" O.G. l� n n n
<br /> CONDITION COLUMN iV Iv WITHOUT GAU51NO THE CEILING TO LIFT. OF THE GEILIN6 TO THE STRUCTURAL uuu
<br /> PLASTIC LAMINATE FINISHED 3/4" 3 PENETRATION IK Q 3 1/2" X 16 GA 20'-0"
<br /> SPLICES IN BRAGING WIRES A-RE NOT SYSTEM. p
<br /> PLYWOOD CEILING PANELS AND 3/4„ ° 4" X I6 GA 23'-3"
<br /> HANGER WERE TO BE PERMITTED WITHOUT SPECIAL � �V
<br /> VERTICAL PERIMETER FASCIA WITH ,n r= I i ° � -
<br /> PLASTIC LAMINATE EPOEBAND ON DSA/SSS APPROVAL. I1. POSITIVE BRACING TO THE /8
<br /> O O Q °°a HEAVY DUTY MAIN-RUNNER O, NOTES: J
<br /> I" MIN. STRUCTURE SHALL BE PROVIDED AT II
<br /> ALL EXPOSED SURFACES. IU l� l4 UNATTACHED ° O • THESE COMPRESSION STRUTS SHALL BE PLACED 12'-0" OG IN BOTH O Q
<br /> Z Z 1. FASTEN HANGER WIRE5 WITH NOT LE55 GHANGES IN THE CEILING PLANE Z °�
<br /> THAN 3 TIGHT TURNS. FASTEN BRACING ELEVATION OR AT DISCONTINUITIES IN � WALL W/BERG2 DIRECTIONS WITH THE FIRST POINT 6'-O" FROM EACH WALL.
<br /> MIG�RO-LAM LOWER FLANGE WIRES WITH 4 TIGHT TURNS. MAKE ALL THE GEILIN6 GRID SYSTEM. w CLIP a� "ARMSTRONG - SEISMIC-Rx" w
<br /> Q v v 0 SUSPENSION SYSTEM v • SUSPENDED GEILIN65 WHICH-REQUIRE A PANELIZED SYSTEM, SHALL BE
<br /> I I TIGHT TURNS WITHIN A DISTANCE OF I ICG - ESR-1308
<br /> Z Q Q 1/2". HANGER OR BRACING WIRE 18. ALL SPRINKLER HEADS (DROPS), AND Q Q INSTALLED PER A5TM 6635 AND GBG SECTION 2506.2.1
<br /> ANCHORS TO THE STRUCTURE SHOULD ALL OTHER PENETRATIONS SHALL
<br /> BE INSTALLED IN SUCH A MANNER THAT HAVE 2" OVERSIZE TRIM TO ALLOW
<br /> THE DIRECTION OF THE WIRE ALIGNS I"HORIZONTAL MOVEMENT IN ALL
<br /> 22 GEILIN6 FLOATIN6 WOOD PANELS 18 REGESSED F I XTURE I N I HOUR GE I L I N6 WIRE GONNEGTION5 TO WOOD GON5TRUGTION AS CLOSELY AS POSSIBLE WITH THE HORIZONTAL DIRECTIONS. SUSPENDED GEILIN6 GRID ATTAGHMENT GOMPR 551 ON STRUT
<br /> 14 DIRECTION OF THE FORGES ACTING ON 6 Z ;''
<br /> v SCALE: 1 1/2" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1 1/2" = 1'-0" THE WIRE. Ig. WHEN A CEILING SYSTEM SPAN SGALE: 1 1/2" = 1'-0" NO SCALE
<br /> 4�
<br /> BETWEEN PERIMETER WALLS 15 0
<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) I. ALL WIRE TO BE SADDLE TIED
<br /> WAIVE THE 11/2"-REQUIREMENT, BUT THE HORIZ. LEG SHALL BE USED AT THE �n
<br /> NUMBER OF TURNS SHOULD BE PERIMETER WALLS AND INTERIOR v�
<br /> MAINTAINED, AND BE AS TIGHT AS FULL HEIGHT PARTITIONS. THE FIRST
<br /> � O POSSIBLE. GEILIN6 TILE SHALL MAINTAIN 3 INCH
<br /> (IgMM) CLEAR FROM THE FINISH WALL
<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 STRUCTURE ABOVE
<br /> CONDUIT, ETC. 6EILIN6 SUSPENSION SYSTEM AND THE 4 EACH, 12 GA.
<br /> STRUCTURAL DECK ABOVE EXCEEDS SHOT-PIN TO DECK SPLAY WIRES AT
<br /> HVAG DUCTWORK, ELECTRICAL 4 FEET, THE CEILING SYSTEM SHALL 12'-0" O.G. MAX 8
<br /> p) 2 SOFFIT FRAMING AT 16" O.G. DISTRIBUTION, TELEPHONE SERVICES, BE CONNECTED AND BRACED LINE OF WALL 6'-O" MAX FROM o
<br /> fl COMPUTER GABLE DISTRIBUTION, AND DIRECTLY TO THE STRUCTURE AT THE LATERAL FORGE WALL5 - SEE
<br /> OTHER SERVICES NORMALLY FOUND IN MEANS OF EGRESS SERVING AN BRACING NOT TO DETAILS 4/AD8
<br /> A GEILIN6 SPACE, SHALL BE
<br /> SEE PLAN OCCUPANT LOAD OF 30 OR MORE EXCEED 12'-0" O.G. IN LL
<br /> SUSPENDED GEILIN6 PANEL INDEPENDENTLY SUPPORTED AND AND AT LOBBIES ACCESSORY TO �D
<br /> B.O. GEILIN6 BOTH DIRECTIONS WITH
<br /> 0 APPROPRIATELY BRACED TO GROUP "A" OCCUPANCIES. SPACING THE FIRST POINT WITHIN COMPRESSION Ib
<br /> s SUSPENDED ACOUSTICAL CEILING - SEE ELIMINATE ANY LATERAL FORGE ON OF VERTICAL HANGERS SHALL NOT 4'-0" MAX FROM EACH STRUT AT 12'-0" Z n n n
<br /> FIRE SPRINKLER HEAD - SEE u
<br /> 3 DEFERRED SUBMITTALS LIST REFLECTED CEILING PLAN THE CEILING MEMBRANE OR BRACING EXCEED 2 FEET (610MM) ON CENTER WALL O.G. MAX (6'-0"
<br /> ON PROJECT COVER SHEET ELEMENTS. ALONG THE ENTIRE LENGTH OF THE MAX FROM END Q o
<br /> 5/8" THICK GYPSUM BOARD MEANS OF EGRESS OR LOBBY. HANGER WIRE AT 4'-0" •
<br /> + + + + g. WHEN DRILL-IN CONCRETE ANCHORS O'G' DETAIL 2/AD8 OF IRUNN E
<br /> O PROVIDE DECORATIVE 2" + + SEE PLAN OR SHOT-IN ANCHORS ARE USED IN 21. WITHIN A, E, AND M-OG6UPAN6IE5, SPLAY BRACE WIRE Z O
<br /> v OVERSIZE E5GUTGHEON-RING B.O. SOFFIT REINFORCED CONCRETE FOR HANGER AND FIRE-RATED CORRIDORS, ALL _O
<br /> AS-REQUIRED WIRES, I OUT OF 10 MUST BE FIELD LAY-IN PANELS SHALL BE SECURED
<br /> O 2X FRAMING AT I6" O.G. W/ 3-16d EA. TESTED FOR 200 LBS. OF TENSION. TO THE SUSPENSION SYSTEM WITH TWO 0
<br /> CONNECTION WHEN DRILLED-IN GONG-RETE ANCHORS HOLD-DOWN CLIPS MINIMUM FOR EACH
<br /> A-RE USED FOR BRAGING WIRES, I OUT TILE WITHIN A 4 FOOT RADIUS OF THE a
<br /> 5/8" THICK GYPSUM BOARD OF 2 MUST BE FIELD TESTED FOR 440 EXIT LIGHTS AND EXIT SIGNS. 0
<br /> PENETRATIONS THROUGH THE CEILING FOR SPRINKLER HEADS AND OTHER "V" STRUT AS Z
<br /> LBS. OF TENSION. SHOT-IN ANCHORS IN GROSS-RUNNER
<br /> O SIMILAR DEVICES THAT A-RE NOT INTEGRALLY TIED TO THE CEILING VERIFY 'REQUIRED O
<br /> CONCRETE A-RE NOT PERMITTED FOR �,INDEPENDENT SUPPORTS AND BRACES v J
<br /> SYSTEM IN THE LATERAL DIRECTION SHALL HAVE A TWO (2J INCH SEE CEILING PLAN BRAGING WIRES. IF ANY SHOT-IN OR SHALL BE PROVIDED FOR LIGHT
<br /> 47 OVERSIZED-RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO FIXTURES FOR EXIT ILLUMINATION,
<br /> ALLOW FREE MOVEMENT OF ONE (I) INCH IN ALL HORIZONTAL DIRECTIONS. DRILLED-IN ANCHOR FAILS, ALL
<br /> ADJACENT ANGHOR5 MUST BE TESTED. POWER SUPPLY FOR EXIT
<br /> DRILLED-IN OR SHOT-IN ANCHORS MUST ILLUMINATION SHALL COMPLY WITH
<br /> A FLEXIBLE SPRINKLER H05E FITTING THAT CAN ACCOMMODATE ONE (1) BE TESTED. DRILLED-IN OR SHOT-IN THEYREQUREMENT5 OF SECTION 1008
<br /> INCH OF CEILING MOVEMENT SHALL BE PERMITTED TO BE USED IN LIEU OF 3 ANGHORSYREQURE SPECIAL DSA/555 OF THE 2016 GBG 3 MAIN T-BAR RUNNER
<br /> O THE OVERSIZED-RING, SLEEVE OR ADAPTER. SUCH FLEXIBLE SPRINKLER p APPROVAL WHEN USED IN p p
<br /> HOSE SHALL BE ADEQUATELY SUPPORTED FROM SOFFIT SO AS NOT TO O PRE-STRESSED GONGRETE. r A.G. LAY-IN PANEL m REVISIONS:
<br /> O 23.SEPARATE SUPPORT FROM THE
<br /> L EXCEED THE MAXIMUM TRIBUTARY WEIGHT OF THE GEILIN6. �
<br /> O STRUCTURE SHALL BE PROVIDED FOR O O
<br /> Z 10. ATTACH ALL LIGHT FIXTURES TO THE ALL APPENDAGES SUCH AS LIGHT I BLDG DEPT. 10/12/18
<br /> Z GEILIN6 GRID RUNNERS TO-RE515T A FIXTURES, AIR DIFFUSERS, EXIT SIGNS z z
<br /> AND 5IMILA-R ELEMENTS. 2 BLDG DEPT. 10/31/18
<br /> � v J HORIZONTAL FORGE EQUAL TO THE J J
<br /> w WEIGHT OF THE FIXTURES. w w
<br /> 3 MARRIOTT 03/20/16
<br /> 24.CLASSIFICATION OF GEILIN6 GRID 15
<br /> < L Q ALL RECESSED LIGHTING FIXTURES HEAVY DUTY. COMPONENTS SHALL Q Q 4 ONNER'REV. 03/20/16
<br /> HAVING A NOMINAL END DIMENSION OF COMPLY WITH THE FOLLOWING 5 ASI #002 03/20/ICI
<br /> 77 SCALE FACTOR = 3 24" OR GREATER, SHALL BE
<br /> SCHEDULE:
<br /> POSITIVELY ATTAGHED TO THE GEILIN6
<br /> 23 1 SUSPENDED GEILIN6 PENETRATION 1 SOFFIT DETAIL GRID-RUNNER(5) AT THE END OF THE MAIN GROSS SUSPENDED GE I L I NO AT WALL 3 TYP I GAL GE I L I NO DETAILS
<br /> FIXTURE WITH TWO #8 SELF TAPPING MANUFACTURER: RUNNER RUNNER
<br /> SCALE: 3" = I'-O" SGALE: I" = I'-O' TEK SCREWS, EACH 5C-REW SHALL BE SCALE: NTS SCALE: I/8" = I'-O"
<br /> LOCATED WITHIN 3" OF THE SIDE OF ARMSTRONG 1301 1541 (l)
<br /> v FIXTURE AND ATTACHED THROUGH THE NOTE:
<br /> p) FINISH FLOOR - SEE FINISH LIGHT FIXTURE WITH (2) 12 OA.
<br /> SCHEDULE BULB OF THE CEILING O LE55UNNER(5). CHICAGO METALLIC 200 1204 (2) HANGER WIRES AT ALTERNATE
<br /> s LIGHT FIXTURES HAVING LESS THAN A COMPRESSION STRUTS: STEEL SECTION WITH L/R BA PROJECT # 161010
<br /> v CORNERS TO THE STRUCTURE
<br /> NOMINAL 24" END DIMENSION SHALL BE DONN GORR. DX26 OX424 (3) ABOVE, PROVIDE 4 RATIO OF 200 MAX, SECURE TO MAIN—RUNNERS
<br /> < I" OYPCRETE OVER 3/4" ATTACHMENTS PER FIXTURE TO WITH 1/4" MB AND TO STRUCTURE WITH 3/16" m PLN PROJECT # 1�0-7-7
<br /> PLYWOOD - SEE STRUCTURAL EK SGREDW Al TH HE CENTER OF EACH G FOOTNOTES: GRID SYSTEM POWER DRIVEN CLIPS
<br /> END OF THE FIXTURE, ATTACHED TO MARRIOTT # 44-16
<br /> Q TJI AS OCCURS - SEE THE BULB OF THE GEILIN6 GRID (1) FOR 2 X 2 GRID USE 1328 • COMPRESSION STRUT SHALL NOT-REPLACE
<br /> - STRUCTURAL DRAWIN65 RUNNER(S). ALL ATTACHMENTS SHALL (2) FOR 2 X 2 GRID USE 1226 HANGER WIRE
<br /> CL/ / BE CAPABLE OF LATERALLY (3) FOR 2 X 2 GRID USE DX216
<br /> TJI WEB STIFFENER - AS SUPPORTING THE WEIGHT OF THE
<br /> PERMIT #
<br /> O 'REQUIRED FIXTURE. ALL FIXTURES-REGARDLESS COMPRESSION 12 OA. VERT. HANGER
<br /> OF WEIGHT OR 51ZE SHALL HAVE STRUT - SEE WIRE AT 4'-0" O.G. W/MIN APN # 058-66-012
<br /> A35 CLIPS - (I) EACH SIDE @ INTERLOCKING CEILING GRID DETAIL 2/AD5 (3) TIGHT TURNS IN 1 I/2"
<br /> EACH END OF BLOCK RUNNER(5) ON ALL 4 SIDES OF THE 25. ANCHORS FOR WALL ANGLES:
<br /> O -- FIXTURE. 12 6A. SPLAYED WIRE
<br /> 2 X BLOCKING AT EACH A. AT METAL STUD WALL I I/8" TYPE BRACE WITH MIN (4) DATE: 11/13/2018
<br /> � VERTICAL SEE PLAN II. CEILING MOUNTED AIR TERMINALS OR "5" BUGLE HEAD DRYWALL SCREW AT TIGHT TURNS IN I I/2"
<br /> 14" TYPIGA B.O. GEILIN6 SERVICES SHALL BE POSITIVELY 16" O.G. DRAWN: G.6UAJARDO
<br /> 2 X 4 @ 16" O.G. - SEE SUSPENDED ACOUSTICAL CEILING - SEE ATTACHED TO THE GEILIN6 SUSPENSION GHEGKED: D. BURKETT
<br /> MAIN RUNNERS OR TO 6-ROSS-RUNNERS
<br /> s -REFLECTED GEILIN6 PLAN -REFLECTED GEILIN6 PLAN WITH THE SAME CARRYING CAPACITY 26.MAIN BEAMS AND G-RO55 TEE
<br /> AS THE MAIN RUNNER.
<br /> INTERSECTIONS AND SPLICES MUST
<br /> 0 5/8" THICK GYPSUM BOARD OVER 2X HAVE CONNECTION STRENGTHS OF AT
<br /> PERFENDIGULAR CONDITION: STUDS AT I6" O.G. AIR TERMINALS WITH A NOMINAL LEAST 180 POUNDS IN COMPRESSION
<br /> s FINISH FLOOR - SEE FINISH SEE PLAN DIMENSION OF 24" OR LESS SHALL BE AND TENSIONS. 45 SHEET TITLE:
<br /> SCHEDULE B.O. SOFFIT POSITIVELY ATTACHED TO THE GEILIN6
<br /> GRID-RUNNER(5) ON AT LEAST TWO 21. 6EILIN65 EXCEEDING 2,500 50 FT CEILING DETAILS
<br /> I" OYPC-RETE OVER 3/4" OPPOSING SIDES WITH ONE SHALL HAVE A SEISMIC SEPARATION
<br /> Q OR A FULL HEIGHT PARTITION THAT
<br /> n PLYWOOD - SEE STRUGTURAL SELF-TAPPING TEK SCREW ON EACH
<br /> SIDE. EACH SCREW SHALL BE LOCATED BREAKS THE CEILING UP TO AREA
<br /> 5/8" THICK GYPSUM BOARD OVER 2X NOT EXGEEOING 2,500 50 FT.
<br /> TJI AS OCCURS - SEE IN THE CENTER OF THE AIR TERMINAL
<br /> N SOFFIT FRAMING AT I6" OG AND SHALL BE ATTACHED THROUGH 45° 45°
<br /> STRUGTURAL DRAWINGS THE BULB OF THE CEILING GRID MAX 2 MAX
<br /> O PROVIDE 2X FIRE BLOGKING IN -RUNNER(5). AIR TERMINALS IN EXCESS
<br /> TJI WEB FILLER - A`5-REQUIRED CONGEALED 5PAGE5 OF STUD WALLS SG-REWS, TYP
<br /> AT THE CEILING, AND FLOOR LEVELS AT OF 24" IN LENGTH SHALL BE
<br /> 2 X 4 @ 16' O.G. - SEE 10' INTERVALS BOTH VERTICAL AND ATTACHED WITH TWO #8 SELF-TAPPING
<br /> IV -- -- TEK SCREWS ON EACH END OF
<br /> -REFLECTED GEILIN6 PLAN HORIZONTAL PER G.B.G. SEG 105.2
<br /> 3 DIFFUSER ATTACHED TO THE BULB OF 3
<br /> 3 3 THE CEILING GRID-RUNNER(5). ALL
<br /> fl 2 LAYERS 5/8" FIRE -RATED ATTACHMENTS SHALL BE
<br /> GYPSUM BOARD OVER I/2" OUTLINE OF UPPER CABINETS - SEE u- 10 2" MAX FROM
<br /> lz CAPABLE OF LATERALLY SUPPORTING lz HEAVY DUTY GRID
<br /> Q RESILIENT CHANNELS 12" O.G. O INTERIOR ELEVATIONS O THE WEIGHT OF THE AIR TERMINAL. O O BRACE WIRES MAIN-RUNNER SHEET NO.:
<br /> 3 TO GROSS
<br /> PERPENDICULAR TO TRUSSES - l9 0 ALL AIR TERMINALS-REGA�ROLE55 OF l9 lD
<br /> m SEE A5.5 FOR ADDITIONAL z Z WEIGHT OR SIZE SHALL HAVE ? Z -RUNNERS
<br /> U- INFORMATION w w INTERLOGKINO GRID RUNNERS) OF W AIR DIFFUSER WITH (2) 12 GA. W CROSS-RUNNER
<br /> s O PARALLEL CONDITION: i0 0 ALL 4 SIDES OF THE AIR TERMINAL. v HANGER WIRES AT ALTERNATE 0
<br /> ABOVE AD8
<br /> J1 Q Q Q CORNERS TO THE STRUCTURE Q
<br /> 8
<br /> SOFFIT BULKHEAD AT JOIST ,16,- BULKHEAD DETAIL 12 SUSPENDED GE I L I NO NOTES FIXTURE BRAG I NO DETAIL 4 TYP I GAL GE I L I NO DETAIL
<br /> SCALE: I' = 1'-0' SCALE; I" = I'-O' SCALE: I" = I'-O" SGALE: 1/2" = I'-O" SCALE: NTS
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