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<br /> `�- METAL STUD RUNNER ATfACHED TO CONC. SLAB �� , ° o c ^ � �
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<br /> 19 TOILET ROOM SOFFIT DETAIL � . 15 CONTINUOUS CLEAR CAULK � �
<br /> 1 1/2" - 1'-0" 5A. FULL HEIGHT FR,4MING, EXTEND GWB TO
<br /> � > METAL STUD RUNNER ATTACHED TO ��. WINDOW SILL LL
<br /> 6"' ABOVE CEILING RECESSED 3/4" CONTINUOUS ALUMINUM CHANNEL - � � EXISTING CONC SLAB W/ 5/32" DIA 1 1/2" = 1'-0" O
<br /> FINISHED FLOOR WITH CONTINUOUS CLEAR CAULK - PROVIDE ` � � LOW-VELOCITY POWER-DRIVEN FASTENER
<br /> FLOORING, AS SCHEDULED SLAB—� FOAM TAPE BETWEEN CHANNEL AND SLAB � ' W� 1 1/4" PENETRATION MIN, 18" OC CEILING NOTES� CONSULTANT
<br /> GUARDRAIL MOUNTED TO SLAB PROVIDE DOUBLE BEADS RELITE SOFFIT DETAIL PERIMETER FURRING
<br /> OF ACOUSTICAL SEALANT PER: 2015 INTERNATIONAL BUILDING CODE IBC SECTIONS 803.9, 808 AND 1613.1, AMERICAN SOCIETY FOR TESTING AND
<br /> 4" BASE PLATE 1 1/2" = 1'-0" 2-�A: EXTEND FRAM�NG TO 16' AFF � MATERIALS (ASTM) C635 AND ASTM C636 (EFERENCED IN IBC 808). AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 7-10 SECTION
<br /> 1 1/8" M D F, P A I N T E D 1 3.5.6 (R E F E R E N C E D IN IBC 1613.1).
<br /> INISH
<br /> GENERAL RECOMMENDATIONS
<br /> FLOOR KERF A. REFERENCED SOURCES PER HIERARCHY: 2015 INTERNATIONAL BUILDING CODE (IBC), AMERICAN 50CIETY OF CIV1L ENGINEERS (ASCE 7-10), AMERICAN
<br /> SOGI�TY OF TESTING MATERIALS (AS�A C 635, ASTM C 636, ASTM E 580/E 580M), AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION
<br /> I (CISCA).
<br /> WHEN INSTALLED IN THE BUILDIING THERMAL B• PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET IN HEIGHT SHALL BE LATERALLY BRACED TO THE STRUCTURE.
<br /> M ZANINE DECK ENVELOPE, LIGHT FIXTURE SHALL BE IC BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM. SOURCE: ASCE 7-10 SEC110N 13.5.8.1
<br /> I ' PROVIDE ANODIZED
<br /> ALUMINUM ANGLE RATED AND LABELED AS HAVING AN AIR C. ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD). SOURCE: ASTM E580 SECTION 5.1.1
<br /> V 2X PERPENDICULAR TO I TO MATCH STOREFRONT LEAKAGE RATE OF NOT MORE THAN 2.0 CFM D. CEILINGS LESS THAN OR EQUAL TO 144 FT2 AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE ABOVE ARE EXEMPT FROM THE SEISMIC
<br /> ^ l JOISTS FOR SOFFIT DESIGN REQUIREMENTS. SOURCE ASTM E580 SECTION 1.4
<br /> INSTALLATION WHEN TESTED IN ACCORDANCE WITH ASTM E E. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS AND RELATED COMPONENTS IN AREAS THAT REQUIRE RESISTANCE TO THE EFFEI
<br /> I 283 AT A 1.57 PSF PRESSURE DIFFERENTIAL. OF EAR1HQUAKE MOTIONS. SOURCE: ASTM E580 SECTION 3.2
<br /> f. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4 FOOT ON CENTER. 1'052
<br /> 5/8" "TYPE X' GWB, SOURCE: ASTM C636 SEC110N 2.3.4 REGISTEREO
<br /> ALIGN WITH WALL ABOVE G. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. SOURCE: ASTM E580 SECTION 5.2.8.6 ARCHITECT
<br /> GWB PAINTED BLACK
<br /> 2 2/1" METAL STUD LATERAL FORCE BRACING
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<br /> SOFFITS THAT ARE LATERALLY BRACED TO 1}iE STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC DESIGN REQUIREMENTS. SOURCE: ASCE 7-10 SEC�10
<br /> � � H. CEILINGS CONSTRUCTED OF SCREW—OR—NAIL—ATTACHED GYPSUM BOARD ON ONE LEVEL THAT ARE SURROUNDED BY AND CONNECTED TO WALLS OR
<br /> ER PLANS
<br /> 13.5.6.2.2 EXCEPTION 2, ASTM E580 SECTION 1.7
<br /> I. CEILING AREAS OF 1000 FT2 OR LESS SHALL BE EXEMPT FROM LATER FORCE BRACING REQUIREMENTS. SOURCE: ASTM E580 SECTION 1.6 � � . CRAFT
<br /> STATE OF HINGTON
<br /> J. LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER (MAXIMUM) AND BEGIN NO FARTHER THAN 6 FEET FROM WALLS. SOURCE: ASTM E580 SEC
<br /> 5.2.8.2
<br /> � K. SEISMIC SPLAY WIRES ARE TO BE FOUR 12 GAGE WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER AND AT AN A
<br /> CORNER BEADS, TYP / " $" NOT EXCEEDING 45' FROM THE PLANE OF THE CEIUNG. S�URCE: ASTM E580 SECTION 5.2.8.2
<br /> � � 8 #12 GA VERTICAL WIRE \
<br /> SUSPENDED ACOUSTICAL CEILING AS SCHEDULED 2,_��� / MAX. MAX. L SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE SiRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF Submittals Revisions:
<br /> EQ. EQ. HORIZONTAL STRUT \ NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER. SOURCE: CISCA ZONES 3-4 /
<br /> OFFSET MAX EXISTING WINDOW MULLION
<br /> t�— 1'—O" EXISTING GLAZING / TYPICAL CONTINUOUS \ M. SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. SOURCE: ASTM E580 SECTION 5.2.8.2
<br /> / \ O Q N. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. SOURCE: ASTM E580 SECTION 5.2.8.4 FOR PERMIT 08/08/2018
<br /> 0. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. SOURCE: ASTM E580 SECTION 5.2.8.2
<br /> P. THE VERTICAL STRUT MAY BE EMT CONDUIT, METAL STUDS OR A PROPRIETARY COMPRESSION POST. FOR BID O8/�6/ZO�H
<br /> 18 SOFFIT DETAIL PARTITION � WINDOW MULLION / WALL MOLDINGS
<br /> Q. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2 INCHES WIDE. ONE END OF THE CEILING GRID SHALL
<br /> 1 1/2" — 1'-0" � 3" = 1'-0 / 1 8" POP RIVET ACP PROVIDE 3/4" SPACE GASKET OR CAULK, TYPICAL
<br /> BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A '/. INCH CLEARANCE FROM THE WALL AND FREE TO SLIDE. SOURCE: ASTM E580 �
<br /> � OPPOSING WALL \ SECTION 5.2.2, SECTION 5.2.3 0 PERMIT CORRECTION 10/22/2018
<br /> ALL (4) SIDES
<br /> � ALL MEMBERS \ SPREADER BARS
<br /> / ONE WALL MAIN RUNNER OR CROSS TEE \ R. TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER OR HAVE SOME OTHER APPROVED MEANS TO PREVENT THEIR _ FOR CONSTRUCTION �2��$f ZO�H
<br /> � + 3 5/8�� METAL STUD PARTITION AS SCHEDULED SUSPENDED ACOUSTICAL CEILING SPREADING. STABILIZER BARS, CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WITHIN 8 IN. OF EACH WALL. SOURCE: ASTM E580
<br /> BRACING � 48°O.C. �; WALL ANGLE S. SPRE DER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. SPREADER BARS ARE NOT � PERMIT REVISION 01/11�2Q19
<br /> MTL STUD COMPRESSION
<br /> RE
<br /> STRUT FOR SIZE & NO 6 LIGHT SECTION QUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 INCHES OF THE PERIMETER WALL.
<br /> SEE SCHED BELOW. ATTACH 1 1/2" - 1'-0" HANGER (SUSPENSION) WIRES
<br /> LINE OF SILL BELOW (AS OCCURS) T. HANGER AND PERIMETER WIRES MUST BE PLUMB WIIHIN 1 IN 6 UNLESS (FIGURE 5A) COUNTER SLOPING WIRES ARE PROVIDED. SOURCE: AS1M C636
<br /> C� PURLIN ABOVE W/ 2#8 SECTION 2.1.4
<br /> 4 - #12 GA SEISMIC SHT MTL SCREWS. DO NOT U. HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE SPACED 5 fEET ON CENTER. SOURCE: ASTM C636 SEC110N 2.1
<br /> SPLAY BRACE WIRES ATTACH TO STIFFENERS. V. ANY CONNECTION DEVICE AT THE SUPPORIING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. SOURCE: CISCA ZONES
<br /> - PARTITION AS SCHEDULED 3-4
<br /> 3-5 8" MTL STUD BRACED +
<br /> W. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8 INCHES OF EACH WALL WITH A PERIMETER WIRE. SOURCE: ASTM
<br /> + + 2 - #12 14 GA SCREWS
<br /> SOFFIT FROM ROOF � STUDS TO T-BAR E580 SEC110N 5.2.6
<br /> STRUCTURE ALUMINUM BRAKE SHAPE, .045, X. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EOUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE Sheet Title: WALL & CEILING DETAILS
<br /> � ANODIZED TO MATCH STOREFRONT 45° TYPICAL TRACK OR ALTERNATE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE SIZED TO RESIST THE DEAD LOAD AND LATERAL FORCES APPROPRIATE
<br /> FOR THE SEISMIC CATEGORY. SOURCE: ASTM E580 SECTION 5.2.7.4
<br /> ELECTRICAL FIXTURES
<br /> ECORATIVE WOOD COVER Y. LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER YVIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE.
<br /> PLANKS ATTACHED TO THIS WIRE MAY BE SLACK. SOURCE: ASTM E580 SECTION 5.3.4
<br /> SOFFIT; CENTER ABOVE N
<br /> � STAIR � \ � MAIN RUNNER Z. UGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 LBS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE �°te 08/08/2018
<br /> 45° TYPICAL LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SOURCE: ASTM E580 SEC�ION 5.3.5
<br /> a
<br /> NEOPRENE GASKET O � � � C AA. UGHT FIXTURES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. SOURCE: ASTM Design:
<br /> E580 SECTION 5.3.6
<br /> � � � � O O O O O O AB. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING A 9 GAGE WIRE OR AN APPROVED ALTERNATE
<br /> CROSS TEE � � � (� SUPPORT WI1HOUT USING �1-IE CEIUNG SUSPENSION SYSTEM FOR DIRECT SUPPORT. SOURCE: ASTM E580 SECTION 5.3.7 Drawn:
<br /> z PER PLANS 1� AC. TANDEM FIXTURES MAY UTILIZE COMMON WIRES.
<br /> � �, SCHEDULE
<br /> MAX. HT OF COMPRESSION STRUT MECHANICAL SERVICES
<br /> N
<br /> AD. TERMINALS OR SERVICES WEIGHING LESS THAN 20 LBS. SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS Project No: 18-076.05
<br /> ai
<br /> STUD SIZE & GA SINGLE STUD DOUBLE STUD RUNNERS THAT HAVE THE SAME CARRYING CAPACI7Y AS THE MAIN RUNNERS. SOURCE: ASTM E580 SECTION 5.4.1
<br /> 1-5 8 X 20 GA SS 7'-8�� 11'-8" CHANNEL MOLDINGS FASTENER AE. TERMINALS OR SERVICES WEIGHING 20 LBS. BUT NOT MORE THAN 56 LBS. SHALL HAVE, IN ADDITION TO 5.4.1, TWO 12 GAGE WIRES CONNECTING THEM A roved:
<br /> o SUSPENDED ��
<br /> o ACOUSTICAL CEILING (,` 2-1�2� x 20 GA SS 7'-7� 16'-6�� TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SOURCE: ASTM E560 SECTION 5.4.2 pp KCR
<br /> °� AS SCHEDULED EXISTING WINDOW MULLION
<br /> 3-1�2„ x 20 GA SS 7'-4�� 22'-9�� 2� AF. TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABQVE BY APPROVED HANGERS.
<br /> 29�_��� SOURCE: ASTM E580 SECTION 5.4.3 B u i I d i n g N o;
<br /> � 800S200-54 SEISMIC SEPARATION JOINTS
<br /> `� 1-5/8" x 20 GA WC 1 O�-0�� 11'-6�� AG. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET, A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL
<br /> 0
<br /> NOTE: ATTACH DOUBLE STUD WEB TO FLANGE W/ #6 SCREW � 18" OC BE PROVIDED UNLESS ANALYSES ARE PERfORMED Of THE CEILINGS BRACING SYSTEM, CLOSURE ANGLES AND PENETRAIIONS TQ PROVIDE SUFFICIENT
<br /> CLEARANCE. SOURCE: ASCE 7-10 SECiION 13.5.6.2.2 B
<br /> � 18 SOFFIT DETAIL � N. STAIR #118 PARTITION � WINDOW MULLION Q SUSPENDED ACP DETAIL SEISMIC SEPARATION JOIN SPRINKLERS Sheef No: ,
<br /> � 1 1�2�� — 1 �—O�� 13 3" = 1�—O�� �J �� � 5 � AH. FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE OR ADAPTER THROUGH 11-IE
<br /> 3 = 1 -0�� NTS CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTAL DIREC110NS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1 iNCH COPYRIGHT CRAFT ARCHITECTS 2018
<br /> FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. SOURCE: ASTM E580 SEC�ION 5.2.8.5
<br />
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