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VERTICAL WIRE CONNECTIONS SUSPENDED CEILING NOTES: COMPRESSION STRUT SCHEDULE 1. A HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED. HEIGHT* EMT OPTION METAL STUD OPTION STRUCTURAL STEEL 2. CEILING GRIDS AND FIXTURES SHALL BE INSTALLED PER THE UP TO 5'-0" 3/4" EMT 250T125-33 (20 GA.) WOOD FRAMING CONCRETE FRAMING METAL STUD MANUFACTURER'S INSTRUCTIONS. WHERE INSTRUCTIONS OR CONCRETE FRAMING CONFLICT WITH THE BUILDING CODE, THE MORE RESTRICTIVE UP TO 6'-0" 1" EMT 250T125-33 (20 GA.) FOR LONGER FILLED METAL DECK SHALL APPLY. UP TO 7'-0" 1-1/4" EMT 400S137-33 (20 GA.) STRUT LENGTHS 3. SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE BACK To BACK A 2" OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE UP TO 8'-0" 3-5/8" 25 GA. METAL STUD STUDS MAY BE ° CEILING TILE TO ALLOW FOR AT LEAST 1" MOVEMENT IN ALL2 - 3-s/a" 25 GA. METAL STUD USED. HORIZONTAL DIRECTIONS. ALTERNATELY, A SWING JOINT IS UP TO 10'-0" FLANGE 1 STUD CONNECTED TO THE WEB OF THE OTHER STUD 0 PERMITTED AT THE TOP OF THE SPRINKLER HEAD 1-1/4" UP TO 15'-0" 2- 2-1/2" 25 GA. METAL STUD ORIENTED PER ITEM 2 MIN. EXTENSION. �' OO UP TO 20'-0" 2- 3-5/8" 25 GA. METAL STUD ORIENTED PER ITEM 2 O 0 * DISTANCE BETWEEN CEILING AND STRUCTURE ABOVE. APPROVED CEILING CLIP I 12 GA. HANGER WIRE @ 4' O.C. O 1/4" CLOSED CEILING CLIP CEILING CLIP W/ #12 SHEET COMPRESSION STRUT ALONG MAIN RUNNERS. 3 TIGHT EYE SCREW W/ SHOT PIN W/ SHOT PIN METAL SCREW MAIN RUNNER & SPLAY WIRES © TURNS IN 3" EA. END INTO 1/4" MIN @ 4' O.C. 12'-0" O.C. BOTH I STEEL, OR #12 DIRECTIONS. I SUPPLEMENTARY WIRE(S) METAL SCREW CONNECTED To FIXTURE SJB Brands, LLC CROSS RUNNER IJ6 MIN. HOUSING. (MAY BE SLACK) 17915 SKY PARK CIRCLE, SUITE J, 2' O.C. I SKEW IRVINE, CA 92614 ° o ° I PROVIDE MIN. #12ALL O WIRE TEL: 949 475-0146 a 1 WITHIN 3" OF ALL FOUR ( ) I CORNERS OF LIGHT FIXTURE FAX:(949)475-0137 I DO NOT HANG DO NOT USE METAL DO NOT HANG I FROM METAL DECK SCREWS TO HANG FROM WOOD CEILING UNLESS JUSTIFIED FROM STRUCTURAL FLOOR OR ROOF TILE THESE DRAWINGS AND SPECIFICATIONS AND IDEAS, DESIGNS AND BY STRUCTURAL CONCRETE FILLED SHEATHING. ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN ENGINEERING METAL DECK. THE PROPERTY OF GARY WANG & ASSOCIATES; AND NO PART CALCULATIONS. THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND GARYBRACING WIRE CONNECTIONS O DEVELOPED WIT WIVHSOUAL UT THE CONTACTENWITONSENTH THESE°F DRAWINGSAN AND SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF STRUCTURAL STEEL THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS WOOD JOIST CONCRETE FRAMING METAL STUD SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS; OR BLOCKING OR CONCRETE JOIST OR (4) 12 GA. BRACING WIRES a CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL FILLED METAL DECK BLOCKING 90 DEGREES APART. 4 TIGHT 45° TYP. O DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE TURNS IN 3" EA. END. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS MIN./2 ° ° O LIGHT AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAIL MUST 2-1 2" BE SUBMITTED TO THIS OFFICE FOR REVIEW BEFORE PROCEEDING EMBED, 2" MAX FROM BRACING FIXTURE WITH THE FABRICATION. WIRES TO STRUT OR CROSS RUNNER. h ARCHITECT PROVIDE SUPPLEMENTARY WIRES (2) #12 • LESS THAN 10 LB: 1 WIRE 5/16" POST- FOR FIXTURES AS FOLLOWS: 1/4" CLOSED INSTALLED METAL 6' MAX. 12' MAX. SCREWS EYE SCREW ANCHOR (2) #12 • 10 LB - 55 LB: 2 WIRES (NOTE 1) METAL • MORE THAN 55 LB: PROVIDE SCREWS INDEPENDENT SUPPORT TO GARY WANG THE STRUCTURE. 6' MAX. CONNECT TO 8" MAX. 8" MAX. &ASSOCIATES, INC. TOP FLANGE J. d DO NOT CREATE B ACING TORSION (TWISTING) L CATIONS 3/4" 1000 Corporate Center Dr., Suite 550 LOADS ON JOISTS, CLEAR RUNNER RUNNER Monterey Park, CA 91754 I-JOISTS, OR IIS OPEN—WEB JOISTS. TEL: (626)288-6898 FAX: (626) 768-7101 12' MAX. LOCATIONS http://www.garywang.com PERIMETER L W/ ICC APPROVED ADD FILLER 2" HORIZ LEG SEISMIC CLIP BLOCKS AND POP RIVET AT PERIMETER L BLOCKING ADD BRACE TO FIXED SIDE ONLY (7/8" LEG) STAMP JOIST BOTTOM ONE OPPOSITE WALL) FLANGE WALL OR SOFFIT WALL OR SOFFIT CEILING SUPPORT PLAN PERIMETER OPTION 1 PERIMETER OPTION 2 CONNECTION NOTES: SUSPENDED CEILING NOTES: SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASTM C 635 AND ASTM C 636. (CBC SEC 1613.1) SHOW DETAILS. CaED A 1. POST-INSTALLED ANCHORS (WEDGE BOLTS, SCREW ANCHORS, ETC.) SHALL BE ICC APPROVED FOR CL. SEISMIC DESIGN CATEGORY 'E'. SPECIAL INSPECTION IS REQUIRED. SHOT PINS INTO CONCRETE PER ASCE 7-10, SEC 13.5.6.2.2 SHOW OR SPECIFY THE FOLLOWING: SHALL NOT BE USED TO SUPPORT BRACING WIRES. 1. LATERAL BRACING FOR SUSPENDED CEILING SHALL BE PROVIDED. WHERE CEILING IS NOT SUPPORTING INTERIOR PARTITIONS, CEILING BRACING SHALL BE PROVIDED BY FOUR NO. 12 GAUGE WIRES SECURED TO THE MAIN RUNNER WITHIN 2 'C+' 2 THESE TIONS.DETAILS ARE D PROVIDED ROM REDS S EXAMPLES X EMPLVERIONLY FY THE AND XDOIN(O ADDRESS SALL POSSIBLE E FRAMING INCHES OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. A STRUT (ADEQUATE TO RESIST THE VERTICAL COMPONENT FROM CONDIACCURATE DETAILS FOR ALL UNIQUE CASES. LATERAL LOADS) FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS OF THE ROOF OR FLOOR ABOVE. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FEET O.C. IN BOTHC32569 DIRECTIONS WITH THE FIRST POINT WITHIN 6 FEET OF EACH WALL. ATTACHMENT OF RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. � EC O1 N Q SUSPENDED CEILING VERTICAL AND LATERAL SUPPORT o Vc SCALE:N.T.S. �A�" #4 X 1 '-0" NOTE: DOWELS @ 36" A. A HEAVY DUTY T—BAR GRID SYSTEM SHALL BE USED. O.C. (LAP W/ SLAB B. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS PROJECT NAME/ADDRESS: REINFORCEMENT) THAN 2 INCHES. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE EMBED INTO EXISTING CONCRETE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EXISTING SLAB (6" SLAB EACH HORIZONTAL DIRECTION SHALL HAVE A 3/4 INCH CLEARANCE FROM THE WALL MIN.) WITH SIMPSON AND SHALL REST UPON AND BE FREE TO SLIDE ON CLOSURE ANGLE. JUICE IT UP! SET EPDXY C. FOR CEILING AREA EXCEEDING 1000 SF. HORIZONTAL RESTRAINT OF THE CEILING TO RIPON TOWN SQUARE (ESR-2508) THE STRUCTURAL SYSTEM SHALL BE PROVIDED. THE TRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL BE APPROXIMATELY EQUAL. 1201 W. MAIN ST., D. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER RIPON, CA 95366 ° a HEADS AND OTHER PENETRATION SHALL HAVE A 2 INCH OVERSIZED RING, SLEEVES, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT g° LEAST 1 INCH IN ALL HORIZONTAL DIRECTIONS. ° E. CHANGES IN CEILING PLAN ELEVATIONS SHALL BE PROVIDED WITH POSITIVE BRACING. REVISIONS: Do F. CABLE TRAY AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF Q _ ° THE CEILING. TIE TWO ADJACENT WALL TO CEILING MAIN AND CROSS RUNNERS 02 ° © — °° °° a ® — 00 A5 0 0 0 © — � 90° 90° NEW SLAB o o ISSUE DATE: 1ST - PLAN 6 SEE STRUT DETAIL 2ND — 3RD — NEW SLAB #4 X 1'-0" of 8" MAX. 8" MAX. 4TH — DOWELS ® 36" 5TH EXISTING CONCRETE O.C. (LAP W/ SLAB 6TH SLAB REINFORCEMENT) EMBED INTO o 0 6" TRENCH 6" Ll EXISTING SLAB (6" JOB NUMBER MIN. MIN. MIN.) WITH SIMPSON SET EPDXY 00 (ESR-2508) 0 0 o Plan g ARCH PROJECT#: 18-287 \ 48" MIN. 12'-0" O.C. / 6' MAX. 3/8" MIN. CLEAR DRAWN BY CHECKED BY CROSS RUNNER OR ��/��/X/ ��/�� MAIN RUNNER J R ADR NO. 12 GA MIN. SHEET CONTENT VERTICAL WIRE HANGER DETAILS 3/8" MIN. CLEAR SEWER LINEJ CROSS RUNNER OR MAIN RUNNER SHEET NO NEW COMPACT FILLv w ACCOUSTICAL CEILING � = 8 MAX. TILE ON SUSPENDED SECTION GRID SYSTEM Section CONCRETE INFILL DETAIL SUSPENDED CEILING DETAIL A� 301 SCALE: N.T.S. SCALE: N.T.S.