10524 19TH AVE SE 2016 OPUS BANK Plans 2022-11-22

�s e"F � C � I � E C � S 2505 Third Avenue Suite 324 Seattle, WA 98'12'I 206.720.700'I phone 206.720.2949 fax www.crafta rch itects.co m � � � . W W cr� o �L w c� Q z � J w Q � Q � W � > _ � � w —� T ac _ � c`� > C� o W � T � � z 0 � PER� CEI LI NG NOTES� CONSULTANT SUSPENDED ACOUSTICAL CEILING AS SCHEDULED PER: 2012 INTERNATIONAL BUILDING CODE (IBC) SECTIONS 803.9, 808 AND 1613.1, AMERICAN SOCIETY FOR TESTING AND MATERIALS 7052 `� � � ASTM C635 AND ASTM C636 REFERENCED IN IBC 808 AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-10 SECTION 13.5.6 �E(;1.`;�F_��c G 3-5/8" MTL STUD BRACED � � � �• � � � SOFFIT FROM ROOF STRUCTURE (REFERENCED IN IBC 1613.1). ��````�•��+ �1�C�-!'��C�� 3 GENERAL RECOMMENDATIONS ! -_,! � A. REFERENCED SOURCES PER HIERARCHY: 2012 INTERNAl10NAL BUILDING CODE (IBC), AMERICAN SOCIETY OF CIVIL ENGWEERS (ASCE 7-10), AMERICAN �I��--—^ � 5�8 TYPE X' GWB SOCIETY OF TESTING MATERIALS (ASTM C 635, ASTM C 636, ASTM E 580/E 580M), AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION � (CISCA). K� �' `�Y�i��ibl.CF:ar�' 3-5/8�� MTL STUD SOFFIT FRAMING B. PART1110NS �l-IAT ARE TIED TO THE CEILING AND ALL PART1TlONS GREATER THAN 6 FEET IN HEIGHT SHALL BE LATERALLY BRACED TO THE STRUCTURE. �7ATE Uf v�1��rl'�I�I�'�'0 ` BRACING SHALL BE INDEPENDENT OF 1NE CEILING SPLAY BRACING SYSTEM. 50URCE: ASCE 7-10 SECTION 13.5.8.1 4``� � � � �PER PLANS C. ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD). SOURCE: ASTM E580 SEC110N 5.1.1 �� µ� � — D. CEILINGS LESS THAN OR EQUAL TO 144 FT2 AND SURROUNDED BY WALLS CONNECTED TO THE SIRUCTURE ABOVE ARE EXEMPT FROM THE SEISMIC DESIGN REQUIREMENTS. SOURCE ASTM E580 SECTION 1.4 CORNER BEAD, TYP E. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS AND RELATED COMPONENTS IN AREAS THAT REQUIRE RESISTANCE TO THE EFFECTS OF EARTHQUAKE MOTIONS. SOURCE: ASTM E580 SECTION 3.2 5�8�� "TYPE X� GWB , F. ALL WIRE 11ES ARE TO BE THREE 11GHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4 FOOT ON CENTER. SOURCE: ASTM C636 SEC110N 2.3.4 SOFFIT DETAIL G. CHANGES IN CEILING PLANES WILL REQUIRE POSIIIVE BRACING. SOURCE: ASTM E580 SECTION 5.2.8.6 1� LATERAL FORCE BRACING H. CEILINGS CONSTRUCTED OF SCREW-OR-NAIL-ATTACHED GYPSUM BOARD ON ONE LEVEL THAT ARE SURROUNDED BY AND CONNECTED TO WALLS OR 1 1�2" = 1 �-0" SOFFITS THAT ARE LATERALLY BRACED TO THE STRUCTt1RE ABOVE ARE EXEMPT FROM SEISMIC DESIGN REQUIREMENTS. SOURCE: ASCE 7-10 SECTION 13.5.6.2.2 EXCEPTION 2, ASTM E580 SECTION 1J I. CEILING AREAS OF 1000 FT2 OR LESS SHALL BE EXEMPT FROM LATER FORCE BRACING REQUIREMENTS. SOURCE: ASTM E580 SEC110N 1.6 „ „ \ J. LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER (MAXIMUM) AND BEGIN NO FARTHER THAN 6 FEET FROM WALLS. SOURCE: ASTM E580 SECTION // M� #12 GA VERTICAL WIRE �� \ K. SEISM C SPLAY WIRES ARE TO BE FOUR 12 GAGE WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OT}iER AND AT AN ANGLE HORIZONTAL STRUT \ L. SEOISMICCSPLAY WIRESR HALLiBE ATTA HED TO THEN RIDOAND TOATHE STRUCTURE�N SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF Submittals R2VISIOCIS: / TYPICAL CONTINUOUS \ NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER. SOURCE: CISCA ZONES 3-4 / / \ M. SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. SOURCE: ASTM E580 SEC110N 5.2.8.2 N. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. SOURCE: ASTM E580 SECTION 5.2.8.4 ��O3 �6 FOR PRICING 8t PERMIT = 0. VER�ICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. SOURCE: ASTM E580 SECTION 5.2.8.2 P. THE VERTICAL STRUT MAY BE EMT CONDUIT, METAL STUDS OR A PROPRIETARY COMPRESSION POST. // ACP PROVIDE 3 4° SPACE \ WALL MOLDINGS 1�8�� POP RIVEf OPPOSING WALL \ Q. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2 INCHES WIDE. ONE END OF THE CEILING GRID SHALL / � ALL MEMBERS \ BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A '/ INCH CLEARANCE FROM THE WALL AND FREE TO SLIDE. SOURCE: ASTM E580 / ONE WALL MAIN RUNNER OR CROSS TEE \ SEC110N 5.2.2, SEC110N 5.2.3 PARTITION AS SCHEDULED SPREADER BARS � WALL ANGLE R. TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE 11ED TOGETHER OR HAVE SOME OTHER APPROVED MEANS TO PREVENT THEIR MTL STUC1 COMPRESSION SPREADING. STABILIZER BARS, CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WITHIN 8 IN. OF EACN WALL. SOURCE: ASTM E580 STRUT FOR SIZE & NO SEC110N 5.2.4 S. SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. SPREADER BARS ARE NOT SEE SCHED BELOW. ATTACH REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 INCHES OF THE PERIMETER WALL. � PURLIN ABOVE W/ 2#8 HANGER (SUSPENSION) WIRES 4 - #12 GA SEISMIC SHT MTL SCREWS. DO NOT T. HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS (FIGURE 5A) COUNTER SLOPING WIRES ARE PROVIDED. SOURCE: ASTM C636 SPLAY BRACE WIRES ATTACH TO STIFFENERS. SECTION 2.1.4 U. HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE SPACED 5 FEET ON CENTER. SOURCE: ASTM C636 SECTION 2.1 2 - #12 14 GA SCREWS V. ANY CONNECTION DEVICE AT THE SUPPORIING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. SOURCE: CISCA ZONES 3-4 � STUDS TO T-BAR 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 E580 SECTION 5.2.6 45° TYPICAL X. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE Sheet Title: WALL TYPES & OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE SIZED TO RESIST THE DEAD LOAD AND LATERAL FORCES APPROPRIATE FOR THE SEISMIC CATEGORY. SOURCE: ASTM E580 SECTION 5.2J.4 ELECTRICAL FIXTURES CEILING DETAILS Y. LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. MAIN RUNNER 45° TYPICAL THIS WIRE MAY BE SLACK. SOURCE: ASTivI E580 SEC110N 5.3.4 Date: Z. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS T}IAN 56 LBS SHALL HAVE TWO 12 GAGE iMRES ATTACHED AT OPPOSING CORNERS OF THE 10/24/16 m LIGHT FIXTURE TO TNE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SOURCE: ASTM E580 SEC110N 5.3.5 � AA. LIGHT FIXTURES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. SOURCE: ASTM Design: w CROSS TEE E580 SEC110N 5.3.6 } AB. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING A 9 GAGE WIRE OR AN APPROVED ALTERNATE ~ SUPPORT WITHOUT USING TNE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. SOURCE: ASTM E580 SECTION 5.3J DI"aWCI: z MAX. HT OF COMPRESSION STRUT AC. TANDEM FIXTURES MAY U1ILIZE COMMON WIRES. � SCHEDULE MECHANICAL SERVICES • Q STUD SIZE & GA SINGLE STUD DOUBLE STUD AD. TERMINALS OR SERVICES WEIGHING LESS THAN 20 LBS. SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS ProJect No: 16-144 a 1-5�8�� X ZO GA SS 7�-a„ 11'-H" RUNNERS THAT HAVE THE SAME CARRYING CAPACITY AS THE MAIN RUNNERS. SOURCE: ASTM E580 SECTION 5.4.1 Q 2-1�2�� x 20 GA SS 7'-7" 16'-6'� 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 ApPI`OVeCJ: KCR � 3-1 2�� x 20 GA SS 7'-4" 22'-9" TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOYE. THESE WIRES MAY BE SLACK. SOURCE: ASTM E580 SECTION 5.4.2 r � AF. TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. `° 1-5�8�� x 20 GA V�C 10�-0�� 11'-6" SOURCE: ASTM E580 SECTION 5.4.3 B u i I d i n g N o: � NOTE: ATTACH DOUBLE STUD WEB TO FLANGE W/ #6 SCREW � 18" OC SEISMIC SEPARATION JOINTS � AG. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET, A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL � 9 SUSPENDED ACP DETAIL BE PROVIDED UNLESS ANALYSES ARE PERFORMED OF 1NE CEILINGS BRACING SYSTEM, CLOSURE ANGLES AND PENETRAIIONS TO PROVIDE SUFFICIENT � CLEARANCE. SOURCE: ASCE 7-10 SECTION 13.5.6.2.2 B S h e et N o: � 3" - 1'-0" SPRINKLERS ■ � AH. FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE � CEILING T1LE TO ALLOW FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1 INCH COPYRIGHT CRAFT ARCHITECTS 2016 FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. SOURCE: ASTM E580 SECTION 5.2.8.5