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<br /> � n n n n n n n n n n r n n �� , '-�— corvT�Nuous rNsu�aT�on, To Nelco Architecture, Inc.
<br /> � � _ � '� �-� EXTEND FULL AREA OF CONDITIONED
<br /> I I I I I I I I CONTINUOUS INSULATION TO OFFICE SPACE
<br /> , I I + I�, '� �� EXTEND FULL AREA OF CONDITIONED o
<br /> I i 1 I I � �- 3625162-33 FLAT JOIST BRACE 48 OC WITH 2 # REW AT EA o
<br /> @ O 8 SC S CH JOIST
<br /> ; � I� � �; � i�; i �i �l ;� � ! l ;l i 1 i� i!, ;�; J( )l i�, ', ' ��— OFFICE SPACE �n R-38 CONTINUOUS BATT INSULATION
<br /> 4"WIDE X 54 MIL DIAGONAL TENSION STRAP WITH (1) #8 SCREW TO TOP ° � ENTIRELY ABOVE DRYWALL
<br /> FLANGE OF EACH JOIST W/ 2'-0"x2'-0"x54 MIL GUSSET PLATE,TYPICAL AT R-38 CONTINUOUS BATT INSULATION � o p SUSPENSION SYSTEM (DECK)W/ FSK-25 1200 Fifth Ave.
<br /> --�_, . — CORNERS, ATTACHED TO RIM TRACKS OR FLAT BRACE WITH #12 SCREWS. ENTIRELY ABOVE DRYWALL SUSPENSION ° a o VAPOR BARRIER FACE, FACING WARM Suite 1300 �
<br /> z -� - 1 1/2"x 1 1/2"x 3 1/4" LONG, MIN X 16 GA. CLIP W/ (2) #8 SCREWS THRU JOIST SYSTEM (DECK) W/ FSK-25 VAPOR BARRIER o o ° j � I � SIDE,TYP.. INSTALL AIR BARRIER Seattle, WA 98101
<br /> � ` WEB AND THRU TRACK,TYPICAL TRACK TO MATCH JOIST DEPTH AND MIL. W/ FACE, FACING WARM SIDE,TYP.. AIR p a (DUPONT, TYVEK OR EQUIVALENT) Phone: (206)408-8500
<br /> � : -� � o (3) #8 SCREWS TO EACH WALL STUD, TYP. ' � BARRIER(DUPONT, TYVEK OR EQUIVALENT) p ° BETWEEN 5USPENSION SY5TEM AND
<br /> o , IN5TALLED BETWEEN SUSPENSION SYSTEM � _ INSULATION, 5EAL AT WALL. WWW•NELSONWORLDWIDE.COM
<br /> HEAVY GAUGE EXPANDED MEfAL SECURITY MESH AND INSULATION, SEAL AT WALL. o ��
<br /> ATTACHED TO METAL STUD,THEN 3/4" PLYWOOD SCREW TO TRACK WITH 2 #10 c � �� ��
<br /> � ,, ��r , : i; iir ,,�;.� ,,� „-, ,� �
<br /> . ( ) � ` � a � �� � � 3-5/8 x 1-5/8 25 GA MEl-AL STUD
<br /> - - "' i_ THEN 5/8" GWB z SELF-TAPPING SCREWS p � a�' �. � WALL TIE-BACK BRACE @ 48" O.C. ,
<br /> ��� CEILING FRAMING, 8005162-54, 24" O.C. � a p �� -� �
<br /> � � a COf�REfE � ���
<br /> a
<br /> � 5/8" GWB CEILING AS SCHEUDLED TILTaUP �� SEE DETAIL 10/A8.2 FOR bOUBLE
<br /> �� � �-- SEE DETAIL 10/A8.2 FOR DOUBLE SUSPENDED oPANEL �o° __ SUSPENDED CEILING SYSTEM
<br /> I � �
<br /> � CEILING SYSTEM ° aP �'���� 5/8" GWB OVER 3-5/8" X 1-5/8" 20 GA METAL �
<br /> I � STUD FURRING @ 24" OC MAX 1/2" �
<br /> '-�—� ` � ' �---� 6" X 20 GA CEILING JOISTS @ 24" OC - MAX 1/2° o ° DEFLECTION (L240) W/ R-13 BATT INSULATION
<br /> PARTITION 4 � ' ��--� PARTITION TYPE 3 I DEFLECTION (L/240)W/ 6" SOUND BATT � 7 W/ FSK-25 VAPOR BARRIER FACE, FACING
<br /> AS SCHEUDLED � �--�_� AS SCHEUDLED OFFICE INSULATION EXT. „ �., OFFICE WARM SIDE, LEVEL 2 (FIRE TAPE) FINISH
<br /> ���� 5/8" GWB OVER 3-5/8"X 1-5/8" 20 GA METAL ' �
<br /> OFFICE MONEY ROOM `---�� WHSE STUDS @ 24" OC W/SOUND BATTS. � R-13 BATT INSULATION BETWEEN EXISTING
<br /> � R.R. a �i CONCRETE PANEL AND FURRING
<br /> r� HEAVY GAUGE EXPANDED METAL SECURITY MESH CEILING PER PLAN ° � °p � METAL STUD RUNNER SAME GAUGE AS
<br /> �J ATTACHED TO METAL STUD,THEN 3/4" PLYWOOD METAL STUD RUNNER SAME GAUGE AS PARTITION 9 PARTITION W/ MINIMUM 1" LONG FLANGES
<br /> '��--- THEN 5/8" GWB W/ MINIMUM 1" LONG FLANGES ATTACHED TO o� �� ATTACHED TO EXISTING CONC SLAB WITH
<br /> EXISTING CONC SLAB WITH POWER-DRIVEN ° ✓ POWER-DRIVEN FASTENERS AT 24" OC-
<br /> ' `� FASTENERS AT 24" OC- HILTI "X-DNI° PINS, 1" ° ° HILTI "X-DNI" PINS, 1" PENETRATION
<br /> PENETRATION MINIMUM WITH 7/8" DIA WASHERS. ' MINIMUM WITH 7/8" DIA WASHERS. �
<br /> ICC-ES REPORT NO ESR-1663 ICC-ES REPORT NO ESR-1663
<br /> MONEY ROOM PARTITION CONCEPT RR/OFFICE PARTITION PERIMETER FURRING � . �
<br /> 6 4 2
<br /> BRACE: 8" MIN 25GA METAL STUD OR 3/4" DIA RIGID METAL
<br /> STRUCTURE/ CONDUIT AS DETERMINED BY HEIGHT OF STRUCTURE. cueNr:
<br /> ADD 2X BLOCKING AT EXTERIOR FLATTEN END AND BEND, SCREW TO TOP TRACK OF
<br /> BRACE POINT WALL/ RR WALL PARTITION W/SELF TAPPING SHEET METAL SCREW, SCREW
<br /> OTHER END TO UNDERSIDE OF STRUCTURE ABOVE OR TO A ,
<br /> (3) #8 SCREWS STUD HILTI X-ZF20THP STRUCTURAL WALL OR FRAMED WALL WITH HARD LID
<br /> FLANGE TO BLOCKING W���� MA FRAMING. NOTE: A PERPENDICULAR
<br /> EMBEDMENT �5o INTERSECTING WALL MAY SUBSTITUTE
<br /> FOR A RIGID BRACE.
<br /> ADD 2X BLOCKING AT EXIST EXISTING ROOF DECK SELF-TAPPING MIN SPACE BRACE AT 8'-0" OC MAX. ALTERNATE
<br /> BRACE POINT PURLINS
<br /> SCREWS DIRECTION (180°) EVERY OTHER BRACE OR �
<br /> (3) #8 SCREWS STUD CHANNEL SHAPE, FABRICATED FROM MIN � �� � '
<br /> FLANGE TO BLOCKING 25 GA CORROSION-PROTECTED STEEL, MIN NOTCH CEILING 1 ,, � ) PER LOCAL]URISDICTION BERTCH CAPITAL
<br /> ___ WIDTH TO ACCOMMODATE STUD SIZE, nLE AS REQ D ` _ FOR PARTIAL HEIGHT PARTITIONS
<br /> - \� WITH 1" LONG LEGS, ATTACHED TO PROVIDE AT ALL BRACE TOP OF WALL WITH 6005137-54 PARTN ERS
<br /> EXIST STRUCTURE 24" O.C. MAX. PARTITIONS � �� STUD TO TOP OF WALL, CONTINUE
<br /> PURLINS EXISTING ROOF DECK \\ SUSPENDED BETWEEN PERPENDICULAR WALLS 8210-164THS AVE NE, SUITE 200
<br /> � 1 MIN
<br /> EXISTING STEEL GIRDER ACOUSTICAL CEIL (MAX SPAN 18'-0"). ATTACH WITH #8 REDMOND, WASHINGTON 98052
<br /> CHANNEL SHAPE, FABRICATED FROM MIN 25 1 �1 SCREWS AT 12" OC TO TOP TRACKS.
<br /> � � (ATTACHED TO � ��
<br /> GA CORROSION-PROTECTED STEEL, MIN STRUCTURE ABOVE) SOUND BATT INSULATION IN WALL PROJECT:
<br /> \ WIDTH TO ACCOMMODATE STUD SIZE, WITH 6005137-54 5/8" GWB, OVER MTL. STUDS @ 24" O.C. --�
<br /> \ 1" LONG LEGS ATTACHED T TR " \ MAX DEFLECTION (1/240) ON SIDE OF �� �� AND SPANNING PARTITION ABOVE SEAWAY B -
<br /> \ , O S UCTURE 24 STUD BRACE AT GIRDER OPPOSITE OF CONDITlONED SPACE L METAL TRIM AT CEILING WHERE INDICATED
<br /> COMPASS/CANTEEN
<br /> O.C. MAX. 8'-0" OC WITH TOP OF WALL,TYP OFFICE OFFICE SCREW TO TRACK WITH (2) #10
<br /> 1 MIN (2) 0.145" DIA SEMI-CONDITIONED _,
<br /> POWDER DRIVEN WAREHOUSE SELF-TAPPING SCREWS
<br /> \�� �1 FASTENERS TO \ GWB OVER 3-5/8" x 1-5/8", METAL STUD RUNNER SAME GAUGE AS �
<br /> � \ SLOTTED "SLIPTRACK" OR EQUAL FOR
<br /> �� � EXISTING STEEL GIRDER BTM ANGLE OF 25 GA MTL STUD FRAMING PARTITION W/ MINIMUM 1" LONG FLANGES
<br /> DEFLECTION „ SEAWAY CENTER - BUILDING B
<br /> TRUS5 @ 24 OC ATTACHED TO EXISTING CONC SLAB WITH
<br /> 6005137-54 \\��.� 5/8"GWB, OVER MTL STUDS @ 24" O.C. MAX „ POWER-DRIVEN FASTENER5 AT 24" oc- EVERETT, WA
<br /> � CUT STUD SHORT 0.65 HILTI X-DNI PINS, 1 PENETRATION
<br /> STUD BRACE AT \�� DEFLECTION (1/240) MINIMUM WITH 7 8" DIA WASHERS. Description: No: Date:
<br /> 8'-0" OC WITH �`� CONDITIONED DRYWALL SCREWS HELD BACK 3.5" FROM ICGES REPORT NO ESR-1663 PERMIT REVIEW SET 10/25/2019
<br /> (2) 0.145" DIA � SEMI-CONDITIONED WAREHOUSE, BOTH SPACE
<br /> POWDER DRIVEN ��` SIDES SLIPTRACK FOR MOVEMENT INTERIOR PARTITION � POST PERMIT REVISION 02/06/2020
<br /> FASTENERS TO \ �� SLOTTED "SLIPTRACK" OR EQUAL FOR 1
<br /> � 6„ 1A: PROVIDE SOUND BATTS IN WALL ONLY
<br /> BTM ANGLE OF �. \ DEFLECTION ALTERNATIVE: WHEN OPEN WEB STRUCTURE ��r 1B: PROVIDE SOUND BATTS IN WALL AND ABOVE CEILING TO 2'-0° EACH SIDE OF PARTITION
<br /> TRUSS ���� ��'
<br /> �
<br /> �
<br /> �
<br /> 3/4" 2" 3/4" CONTINUOUS INSULATION TO
<br /> CUT STUD SHORT 0.65" EXTEND FULL AREA OF CONDITIONED
<br /> DRYWALL SCREWS HELD BACK 3.5° FROM � � OFFICE SPACE " .
<br /> SLIPTRACK FOR MOVEMENT I R-38 CONTINUOUS BATT INSULATION
<br /> ENTIRELY ABOVE DECK W/ FSK-25
<br /> EXISTING ROOF �� VAPOR BARRIER FACE, FACING WARM
<br /> ALTERNATIVE: WHEN OPEN WEB STRUCTURE DECK SIDE,TYP.. INSTALL AIR BARRIER
<br /> ADD 2X BLOCKING (DUPONT,TYVEK OR EQUIVALENT)
<br /> \ EXISTING STRUCTURAL MEMBER- WOOD BETWEEN FRAMING AND INSULATION.
<br /> BETWEEN PURLIN5 AT SEE ALTERNATE ABOVE WHEN OPEN WEB STRUCTUR
<br /> 8'-0" OC 8" X 2" 14 GA COMPENSATION CHANNEL 6" 20 GA CEILING JOISTS @ 24" OC-
<br /> W/ 2 #10 X 3" SCREWS OR 600T250-68 �--- MAX 1/2" DEFLECTION (L/240)
<br /> DEFLECTlON TRACK W/2-#10X3" SCREWS @
<br /> EXISTING ROOF DECK/STRUCTURAL MEMBER,
<br /> SCREWS STAGGERED AT A MAXIMUM OF 24" �-- WATER RESISTANT GWB CEILING
<br /> ADD 2X BLOCKING 3/4" Z�� 3/4" OC, SIZE PER SSMA RECOMMENDATIONS �
<br /> BETWEEN PURLINS AT ��� ' WATER RESISTANT GWB OVER 6��x
<br /> 8'-0" OC EXISTING ROOF DEC �— 1' MIN GAP —"— 1-5/8", 25 GA MTL STUD @ 24" OC MAX
<br /> 5/8" GWB BOTH SIDES OR IN LIEU OF GWB ON _--- 1/2" DEFLECTION (L240)
<br /> EXISTING STRUCTURAL MEMBER-WOOD INSIDE FACE, PROVIDE 1 1/2"X 20 GA STRAP
<br /> SEE ALTERNATE ABOVE WHEN OPEN WEB STRUCTURE CONTINUOUS BRACING @ 48" OC WITH 2 #10 SCREWS EACH R.R. R.R. sEA�:
<br /> INSULATION TO STUD
<br /> � 8" x 2" 14 GA TRACK W/ 2 #10 X 3"SCREWS EXTEND FULL AREA R-38 CONTINUOUS BATT INSULATION ENTIRELY �`!J SOUND BATT INSULATION
<br /> OF CONDITIONED ( ABOVE DRYWALL SUSPENSION SYSTEM (DECK) �pigq
<br /> METAL STUD RUNNER SAME GAUGE AS REC TERED
<br /> OFFICE SPACE = W/ FSK-25 VAPOR BARRIER FACE, FACING � PARTITION W/ MINIMUM 1" LONG AR:t HiTEC7
<br /> 1" MIN GAP (SLIP TRACK) � -- WARM SIDE,TYP. AIR BARRIER(DUPONT,TY1/EK �_�—
<br /> � ��--- OR EQUIVALENT) INSTALLED BETWEEN = ---- FLANGES ATTACHED TO EXISTING CONC
<br /> COMPENSATION CHANNEL @ EXISTING ROOF DECK/ �
<br /> _
<br /> � � SUSPENSION 5YSTEM AND INSULATION, SEAL AT - "— SLAB WITH POWER-DRIVEN FASTENERS
<br /> STRUCTURAL MEMBER, SCREWS STAGGERED AT A MAX � I ___� WALL �- AT 24" OC- HILTI "X-DNI" PINS, 1" AM 'EG L ,
<br /> OF 24" OC, SIZE PER SSMA RECOMMENDATIONS o '`=_ 5/8" GWB, LEVEL 2 (FIRE TAPE) ON WAREHOUSE -- PENETRATION MINIMUM WITH 7/8" DIA STATE OF WASi�ilN�TC)N
<br /> � LL' -- SIDE FINISH AS SCHEDULED ON OFFICE SIDE WASHERS.
<br /> � 5/8" 'TYPE X' GWB BOTH SIDES OVER STUD 5IZE, � - � �� � � ICGES REPORT NO ESR-1663 -
<br /> w -_-- OVER 6 x 1-5/8', 25 GA MTL STUD FRAMING @ �
<br /> > GAUGE AND SPACING PER 5CHEDULE, MAX 1/2" � � �� �� ,: � , �
<br /> �_. 24 OC MAX 1/2 DEFLECTION (L240) W/ R-21 ���'` �F �VERETT
<br /> � DEFLECTION (L240). �_ - BATT INSULATION W/ FSK-�5 VAPOR BARRIER RR PLUMBING WALL
<br /> GWB VERTICAL JOINTS CENTERED OVER 8" STUDS AND 5 � "�-•- I `��'+ "''"`k �"�'R�°�"�"
<br /> � FACE AND R10 CONTINUOUS RIGID INSULATION '� �- � �� _ �� '� .r� �.„'`� f:;;
<br /> STAGGERED ONE STUD CAVITY ON OPPOSITE SIDE OF SIM: USE WALL TYPE 1 STl1D SIZE&TYPE
<br /> STUD. LEVEL 2 (FIRE TAPE) FINISH. SEE DETAIL 10/A8.2 FOR DOUBLE SUSPENDED CITYSTAMP:
<br /> CEILING SYSTEM i'-�' -- -� :.
<br /> METAL STUD RUNNER SAME GAUGE A5 PARTITION OFFICE ���' METAL STUD RUNNER SAME GAUGE AS � �} � �,sy�� +�V'9'°'��'� `�""
<br /> W/ MINIMUM 1 LONG FLANGES ATTACHED TO PARTITION W/ MINIMUM 1" LONG FLANGES � LJ ,
<br /> EXISTING CONC SLAB WITH POWER-DRIVEN �— WHSE ATTACHED TO EXISTING CONC SLAB WITH
<br /> FASTENERS AT 24 OC - HILTI "X-DNI' PINS, 1" , PARTITION STU D SCH EDU LE ��� FEg � 3 2Q2�
<br /> PENETRATION MINIMUM WITH 7/8" DIA WASHERS. -- POWER-DRIVEN FASTENERS AT 24' OC- HILTI t
<br /> "X-DNI" PINS, 1" PENETRATION MINIMUM WITH 1. INTERIOR PARTITIONS (NON-LOAD BEARING) ;�T� �� �v�RETr
<br /> ICGES REPORT NO ESR-1663 7/S" DIA WASHERS. ICGES REPORT NO • VERIFY SIZE, GAUGE AND SPACING WITH STUD MANUFACTURER AND/OR
<br /> .-.�...'A r"'. .. •
<br /> TENANT DEMISING WALL OFFICE DEMISING WALL ESR-1663 IN5TA��ER - ,
<br /> • BASIS OF DESIGN: LATERAL LOAD = 5 PSF, DEFECTION LIMIT = L/240 WITH
<br /> 9A: THIS PORTION OF DEMISING WALL TO BE INSULATED. ADD R-21 BATT INSULATION WITH FSK VAPOR BARRIER � SIM: USE RESTROOM CEILING TYPE � GWB FINISH BOTH SIDES OF WALL OR 1 1/2" X 20 GA STRAP BRACING @
<br /> FACE INSIDE CAVITY AND R-10 CONTINUOUS RIGID INSULATION IN TENANT SIDE TO 12'-0", SIMILAR TO WALL TYPE 3. 48" OC WITH 2 #10 SCREWS EACH STUD ON ONE SIDE OF WALL
<br /> HEIGHT OF WALL STUD SIZE&GAUGE SPACING WALL TYPES
<br /> UP TO 15' HIGH 3-5/8"x1 5/8",18 GA 55 24" OC MAX
<br /> 15'-0" to 24"-9" 6"x 1 5/8", 18 GA SS 24" OC MAX
<br /> 24'-9" to 3z"-0" 6"x 2", 16 GA SS 16" OC MAX
<br /> 32'-0" to 4z"-0" 8"x 2", 14 GA SS 16" OC MAX Proj. No: 19.0000857.000 Reviewed By: JAKB
<br /> A8 . 1 .
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