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<br /> Nelco Architecture, Inc.
<br /> GL
<br /> 1200 Fifth Ave.
<br /> -- ' - Suite 1300
<br /> _- __ EXISTING CONCRETE PANE Seattle, WA 98101
<br /> �� ' - Phone: (206)408-8500
<br /> _ .
<br /> '-' - WWW.NELSONWORLDWIDE.COM
<br /> I --' --- PARTITION TYPE AS
<br /> � � � ,� � SCHEDULED �
<br /> � -�
<br /> � � - =
<br /> __
<br /> PER PLAN
<br /> FIELD VERIFY
<br /> ' EXISTING STOREFRONT
<br /> I — SYSTEM '
<br /> I ' — WINDOW TREATMENT,
<br /> ' = WHERE OCCURS
<br /> � LINE OF WALL BEYOND
<br /> GLAZING PER ELEVATIONS ;
<br /> �8 TYP. WIN DOW H EAD
<br /> A8.2 1 1/2" = 1' - 0"
<br /> PARTITION A
<br /> 2" MIN 12 GA. GALVANIZED SCHEDULED
<br /> 6" MAX HANGER WIRE FROM pRIMARY SUSPENSION SYSTEM '
<br /> EXISTING STRUCTURE W� CROSS MEMBERS 2' OC
<br /> ABOVE @ 4' OC
<br /> / (5/16" USG DRYWALL \
<br /> / SEISMIC WIRE SUSPENSION SYSTEM OR \
<br /> / BRACING @ 8' OC EQUIVALENT) = EXISTING GLAZING
<br /> -�-- LINE OF WALL BEYOND
<br /> /' o o —
<br /> WINDOW TREATMENT,
<br /> / � ° '\ CAULK WHERE OCCURS CLIENT:
<br /> /, GRID LOAD TRANSFER BRACKET '\ v GWB SILL — EXISTING STOREFRONT
<br /> / (USG OR EQUIVALENT) \ w SYSTEM
<br /> �
<br /> /' WITH N 6ROWIREGDOE IXTUREAADD AN ',\ � .
<br /> _❑ FIELD VERIFY
<br /> / ADDITIONAL WIRE WITHIN 6" '\ � __ ,
<br /> / 12 GA. HANGER WIRE - CROSS BRACE TO \ � i ' '
<br /> / DRYWALL SUSPENSION SYSTEM TO ,\ a !`-�— �
<br /> STABILIZE � I � \ PARTITION TYPE AS
<br /> / '\ o I, `�; SCHEDULED
<br /> / \ �.;, i:_,, BERTCH CAPITAL
<br /> / -- \ ', .-��.�:; PARTN ERS �
<br /> / � � �� � ���� ��; ��� �\ , _ — ; ��� :���
<br /> EXISTING CONCRETE PANE $210-164THS AVE NE, SUITE 200
<br /> // 1/8" POP RIVET MAIN RUNNER PROVIDE 3/4° ' REDMOND, WASHINGTON 98052
<br /> @ ALL MEMBERS OR CROSS TEE SPACE OPPOSING \
<br /> / ONE WALL WALL \ PROJECT.
<br /> 2" X 3/4" WALL ACP SEAWAY B -
<br /> ANGLE,-r�P. COMPASS/CANTEEN
<br /> io DOUBLE SUSPENDED CEILING �� TYP. WINDOW SILL
<br /> A8.2 3" = 1' - 0" A8.2 1 1/2" = 1' - 0"
<br /> SEAWAY CENTER - BUILDING B
<br /> CEILING NOTES EVERETT, WA .
<br /> WHEN INSTALLED IN THE BUILDIING
<br /> THERMAL ENVELOPE, LIGHT FIXTURE PER: 2015 INTERNATIONAL BUILDING CODE(IBC) SECTIONS 803.9, 808 AND 1613.1,AMERICAN SOCIEIY FOR Description: No: Date:
<br /> SHALL BE IC RATED AND LABELED AS TESTING AND MATERIALS(ASTM)C635 AND ASTM C636(REFERENCED IN IBC 808).AMERICAN SOCIEfY OF CIVIL PERMIT REVIEW SET 10/25/2019
<br /> HAVING AN AIR LEAKAGE RATE OF NOT ENGINEERS(ASCE)7-10 SECTlON 13.5.6(REFERENCED IN IBC 1613.1).
<br /> MORE THAN 2.0 CFM WHEN TESTED IN GENERAL RECOMMENDATIONS
<br /> ACCORDANCE WITH ASTM E 283 AT A A• REFERENCED SOURCES PER HIERARCHY:2015 INTERNATIONAL BUILDING CODE(IBC),AMERICAN SOCIEfY OF CIVII ENGINEERS(ASCE
<br /> 1.57 PSF PRESSURE DIFFERENTIAL. �-lo�,AMERICAN SOCIETY OF TESTING MATERIALS(ASTM C 635,ASTM C 636,ASTM E 580/E 580M),AND CEILINGS AND INTERIOR
<br /> SYSTEMS CONSTRUCTION ASSOCIATION(CISCA).
<br /> B. PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTiTIONS GREATER THAN 6 FEET IN HEIGHT SHALL BE LATERALLY BRACED TO '
<br /> THE STRUCTURE.BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM.SOURCE:ASCE 7-10 SECTION 13.5.8.1
<br /> C. ALL MAIN BEAMS ARE TO BE HEAVY DUTY(HD).SOURCE:ASTM E580 SECTION 5.1.1
<br /> D. CEILINGS LESS THAN OR EQUAL TO 144 FR AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE ABOVE ARE EXEMPT FROM
<br /> THE SEISMIC DESIGN REQUIREMENTS.SOURCE ASTM E580 SECTION 1.4
<br /> E. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS AND RELATED COMPONENTS IN AREAS THAT REQUIRE •
<br /> RESISTANCE TO THE EFFECTS OF EARTHQUAKE 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
<br /> ON CENTER.SOURCE:ASTM C636 SECTION 2.3.4 "
<br /> G. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING.SOURCE:ASTM E580 SECTION 5.2.8.6
<br /> LATERAL FORCE BRACING
<br /> H. CEI�INGS CONSTRUCTED OF SCREW-OR-NAIL-ATTACHED GYPSUM BOARD ON ONE LEVEL TNAT ARE SURROUNDED BY AND CONNECTED
<br /> TO WALLS OR SOFFITS THAT ARE LATERALLY BRACED TO THE STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC DESIGN REQUIREMENTS.
<br /> SOURCE:ASCE 7-10 SECTION 13.5.6.2.2 EXCEPTION 2,ASTM E580 SECTION 1J
<br /> I. CEILING AREAS OF 1000 FR OR LESS SHALL BE EXEMPT FROM LATER FORCE BRACING REQUIREMENTS.SOURCE:ASTM E580 SECTION
<br /> 1.6
<br /> O O 7• LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER(MAXIMUM)AND BEGIN NO FARTHER THAN 6 FEEf FROM WALLS.SOURCE:
<br /> � ASTM E580 SECTION 5.2.8.2
<br /> /'i $" $° \ K. SEISMIC SPLAY WIRES ARE TO BE FOUR 12 GAGE WIRES ATTACHED TO THE MAIN BEAM.WIRES ARE ARRAYED 90°FROM EACH OTHER ,
<br /> #12 GA VERTICAL WIRE AND AT AN ANGLE NOT EXCEEDING 45°FROM THE PLANE OF THE CEILING.SOURCE:ASTM E580 SECTION 5.2.8.2
<br /> MAX. MAX. L. SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A
<br /> I' HORIZONTAL STRUT TYPICAL \ DESIGN LOAD OF NOT LE55 THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD,WITH A SAFETY FACTOR OF 2,WHICHEVER IS GREATER.
<br /> /' CONTINUOUS \ GASKEI"OR CAULK� SOURCE:CISCA ZONES 3-4
<br /> /, \ TYPICAL ALL(4) SIDES M. SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING.SOURCE:ASTM
<br /> E580 SECTION 5.2.8.2
<br /> / � SUSPENDED ACOUSTICAL N. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES.SOURCE:ASTM E580 SECTION 5.2.8.4
<br /> O. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE.SOURCE:ASTM E580
<br /> � _ _____ \ CEILING SECTION 5.2.8.2
<br /> P. THE VERTICAL STRUT MAY BE EMT CONDUIT,METAL STUDS OR A PROPRIEfARY COMPRESSION POST.
<br /> ACP PROVIDE 3/4�� 6 LIGHT SECTION WALL MOLDINGS SEAL:
<br /> / 1�H�� POP RIVET SPACE OPPOSIN \ Q. WALL MOLDINGS(PERIMEfER CLOSURE ANGLES)ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2 INCHES WIDE.ONE END OF THE
<br /> /' @ ALL MEMBERS MAIN RUNNER OR CROSS TEE WALL �\ A$'� 1 1�2�� = 1� - O�� CEILING GRID SHALL BE AITACHED TO THE WALL MOLDING,THE OTHER END SHALL HAVE A'/<INCH CLEARANCE FROM THE WALL AND
<br /> / ONE WALL \ FREE TO SLIDE.SOURCE:ASTM E580 SECTION 5.2.2,SECTION 5.2.3 �Qj�.
<br /> PARTITION AS SCHEDULED SPREADER BARS RE TERED
<br /> / R. TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER OR HAVE SOME OTHER APPROVED MEANS TO NITECT
<br /> WALL ANGLE PREVENT THEIR SPREADING.STABILIZER BARS,CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WITHIN 8 IN.OF
<br /> MTL STUD EACH WALL.SOURCE:ASTM E580 SECTION 5.2.4
<br /> COM PRESSION STRUT S. SPREADER BARS ARE NOT REQUIRED AT PERIMEfERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES.SPREADER BARS �
<br /> ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 INCHES OF THE PERIMETER WALL. G
<br /> FOR SIZE& NO SEE HANGER(SUSPENSION)WIRES STATE OF VUAS TON
<br /> SCHED BELOW. ATTACH T. HANGER AND PERIMETER WIRES MUST BE PIUMB WITHIN 1 IN 6 UNLESS(FIGURE 5A)COUNTER SLOPING WIRES ARE PROVIDED.
<br /> 4- #12 GA SEISMIC SPLAY BRACE WIRES @ PURLIN ABOVE W/ SOURCE:ASTM C636 SECTION 2.1.4
<br /> 2�'H SHT MTL SCREWS. U. HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 FEEf ON CENTER OR 10 GAGE SPACED 5 FEEf ON CENTER.SOURCE:ASTM C636
<br /> SECTION 2.1
<br /> DO NOT ATTACH TO V. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. •
<br /> 2 - #12 14 GA SCREWS @ STUDS TO STIFFENERS. souRce:ctsca zorves s-4 il �
<br /> T-BAR W. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WLTHIN 8 INCHES OF EACH WALL WITH A PERIMETER �
<br /> WIRE.SOURCE:ASTM E580 SECTION 5.2.6
<br /> X. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT.A TRAPEZE OR EQUIVALENT DEVICE SHALL
<br /> 45° PICAL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION.TRAPEZE SUSPENSIONS SHALL BE SIZED TO RESIST THE DEAD LOAD C1TY STAMP:
<br /> AND LATERAL FORCES APPROPRIATE FOR THE SEISMIC CATEGORY.SOURCE:ASTM E580 SECTION 5.2J.4
<br /> ELECTRICAL FIXTURES
<br /> Y. LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE
<br /> STRUCTURE ABOVE.THIS WIRE MAY BE SLACK.SOURCE:ASTM E580 SECTION 5.3.4
<br /> Z. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 LBS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING °� p �g
<br /> MAIN RUNNER 45°IYPICAL CORNERS OF THE LIGHT FIXTURE TO THE SfRUCTURE ABOVE.THESE WIRES MAY BE SLACK.SOURCE:ASTM E580 SECTION 5.3.5 , `-�4� �id�RC�� `
<br /> AA. LIGHT FIXTURES WEIGHING MORE THAN 56 LBS.SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED ','��-�������J�°� �tir"°�� ���p���
<br /> HANGERS.SOURCE:ASTM E580 SECTION 5.3.6 ��
<br /> AB. PENDANT MOUNTED FIXIURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING A 9 GAGE WIRE OR AN APPROVED
<br /> CROSS TEE ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT.SOURCE:ASTM E580 SECTION 5.3.7
<br /> AC. TANDEM FIXTURES MAY UTILIZE COMMON WIRES.
<br /> SCHEDULE MAX. HT OF COMPRESSION STRUT MECHarvrca�sERvicEs
<br /> AD. TERMINALS OR SERVICES WEIGHING IESS THAN 20 LBS.SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS ,
<br /> STUD11SIZE &GA SINGLE STUD DOUBLE STUD AE. �TE M�I ALS OR SER ICES WA IGH NG 20 BSMBUT NOT M RE THAN 56 LBS.SHALL HAVE,IN ADDITION TOTS 4,181VJ0 12 6AGE WIRES WALLS & CEI LI N G � �
<br /> 1-S�H X ZO GA SS �-H 11-8 CONNECfING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE.THESE WIRES MAY BE SLACK.SOURCE:ASTM E580
<br /> 2-��z�� x 20 GA SS ��-��� �6�-6�� SECTION 5.4.2 DETAILS
<br /> 3-1�2�� X ZO GA SS 7'-4�� 22'-9" AF. TERMINAIS OR SERVICES WEIGHING MORE THAN 56 LBS.SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED
<br /> HANGERS.SOURCE:ASTM E580 SECTION 5.4.3
<br /> 800S200-54 29�-0�� SEISMIC SEPARATION JOINTS
<br /> 1-S�H�� X ZO GA WC 1O�-O�� i l�-6�� AG. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEEf,A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS
<br /> THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORMED OF THE CEILINGS BRACING SYSTEM,CLOSURE ANGLES AND Proj. No: 19.0000887.000 Reviewed By: )AKB
<br /> NOTE: ATTACH DOUBLE STUD WEB TO FLANGE W/ #6 SCREW @ 18�� OC PENETRATIONS TO PROVIDE SUFFICIENT CIEARANCE.SOURCE:ASCE 7-10 SECTION 13.5.6.2.2 B
<br /> SPRINKLERS
<br /> 9 S U S P E N D E D AC P D ETAI L AH. FOR CEILINGS WITHOUT RIGID BRACING,SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING,SLEEVE OR ADAPTER
<br /> THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTA�DIRECTIONS.FLEXIBLE HEAD
<br /> AH.2 3�� = 1� - O�� DESIGN THAT CAN ACCOMMODATE 1 INCH FREE MOVEMENT SHALL BE PERMITfED AS AN ALTERNATE.SOURCE:ASTM E580 SECTION �� . �
<br /> 5.2.8.5
<br />
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