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General Notes - Sheets A5.1 - A5.4
<br /> 1. SEE SHEETS A5.5 FOR TYPICAL PENETRATION DETAILS AT RATED ASSEMBLIES.
<br /> __-----1/2"PLYWOOD SHEATHING PER
<br /> i i STRUCTURAL 2. STAGGER JOINTS ON ALL MULTIPLE LAYERS OF GWB.
<br /> I I 3"ACOUSTIC BATT INSULATION
<br /> 3. ATTACH MULTIPLE LAYERS OF GWB WITH NAILS OR SCREWS;DO NOT USE ADHESIVE.
<br /> 1/2"RESILIENT CHANNELS �
<br /> I � 2x6 STUDS U.N.O.@ E 4. CAULK ALONG BOTH SIDES OF THE PERIMETER WITH A NON-HARDENING SILICONE MASTIC.
<br /> � � 2x8 STUDS @ E1
<br /> � I I 2x4 STUOS @ E2 5. AVOID BACK-TO-BACK OUTLETS.CAULK ALL OPENINGS IN ELECTRICAL BOXES.A MINIMUM OFFSET OF 18"(WITH AT LEAST ONE STUD BETWEEN
<br /> � � STUD SPACING PER STRUCT. THE BOXES) IS REQ'D BETWEEN ELECTRICAL BOXES ON OPPOSITE SIDES OF A COMMON PARTITION WALL BETWEEN ADJACENT ROOMS.
<br /> I I DWGS(TYP.)
<br /> � � 6. WHERE A DOUBLE ROW OF STUDS IS USED, MAKE NO CONNECTIONS BETWEEN ROWS.
<br /> =>�iF-�2x6 STUDS AND 518" TYPE'X'GWB @ E3
<br /> � ( 7. WHERE A SOUND RETARDANT PARTITION ABUTS PERPENDICULAR TO A CONT.GWB PARTITION, INTERRUPT THE GWB AT THE POINT OF `
<br /> 5/8"TYPE'X'GWB EACH SIDE INTERSECTION AND CAULK THE JOINT LIBERALLY.DO NOT CONTINUE THE GWB BEHIND THE INTERSECTING STUD.
<br /> II NOTES: -
<br /> I f 1. REFER TO STRUCTURAL DWGS FOR SHEAR WALL LOCATIONS. 8. ALL OPENINGS AROUND DUCT OR PIPE PENETRATIONS SHALL BE SEALED WITH A NON-HARDENING SILICONE MASTIC.
<br /> � � 2. AT SHEAR WALL LOCATIONS, LOCATE PLYWOOD PANEL ON
<br /> I I CORRIDOR SIDE OF WALL,AND LOCATE RESILIENT CHANNEL ON 9. PARTY WALLS BETWEEN BATHROOMS SHALL BE COMPLETELY FINISHED TO FLOOR LEVEL, PARTICULARLY BEHIND BACK-TO-BACK TUBS AND
<br /> i i SIDE OF STUD OPPOSITE PLYWOOD PANEL. SHOWERS. PREFINISHED TUB ENCLOSURES SHALL NOT BE PLACED DIRECTLY ON OPEN STUDS.
<br /> 3. NO PLUMBING AL�OWED AT PARTY WALLS.
<br /> GA FILE NO.WP 3242 GENERIC 1 HOUR 50 to 54 STC 10. RECESSED ELEMENTS SHALL NOT OCCUR IN ANY PARTY WALL, INCLUDING(BUT NOT LIMITED TO)TOILET PAPER HOLDERS, MEDICINE
<br /> FIRE SOUND CABINETS,SOAP DISHES,ETC.
<br /> GYPSUM WALLBOARD,RESILIENT CHANNELS,
<br /> MINERAL OR GLASS FIBER INSULATION,WOOD STUDS
<br /> Resilient channels 16"o.c.attached at right angles to ONE SIDE of 2 x 4 wood studs 16"
<br /> or 24"o.c.with 1 �/a"Type S drywail screws.One layer 5/s"type X gypsum wallboard or �
<br /> gypsum veneer base applied at right angles to channels with 1"Type S drywall screws � �
<br /> PLYWOOD SHEATHING
<br /> 8"o.c.with vertical joints located midway between studs End joints backblocked with _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � . .
<br /> - 5/8"TYPE'X'GWB @ G2 resilient channels.3"mineral or glass fiber insulation in stud space (SEE STRUCT. DWGS FOR REQUIREMENTS AT ;
<br /> OPPOSITE SIDE:One layer 5/e°type X gypsum wallboard or gypsum veneer base applied 3 SHEARWALL LOCATIONS) ; ' '
<br /> 5/8"TYPE"X"GWB � , Thickness: 5 /8"
<br /> at parailel or at right angles to studs with 6d cement coated nails, 1 /s"iong,0.0915' Approx.Weight: 7 psf '
<br /> WOOD STUDS-SPACING PER shank, �Sh6"heads,�"o.c. Fire Test: Based on UL R14196, 2x4 OR 2x6 WOOD STUDS '
<br /> STRUCT.DWGS vertical joints staggered z4"on opposite sides.Sound tested with studs spaced 24"o.c. OSNK05371,2-15-05, (SEE STRUCT.DWGS FOR REQUIREMENTS AT '
<br /> (STC=50).Also sound tested with studs spaced 16"o.c.and with two layers of S/s"type UL Design U305 SHEARWALL LOCATIONS)
<br /> 2x4 @ G X gypsum board on the resilient channel side(STC=50). (LOAD-BEARING) Sound Test: NRCC TL93-103,3-98
<br /> 2X6 @ G1 NRC�TL93-118,3-98
<br /> ���� � 5/8"TYPE°X°GWB
<br /> ` E3 Corridor Wall With Furred Plumbin Wall 1-HR B Draft Stop Wall at Attic Shearwail where occurs
<br /> 2x6 WOOD STUDS @ 16� o.c.@�2 A5.1 Scale: 1 1/2" = 1'-0" STC 50-54 PER GA WP 3242 (GENERIC) Scale: 1 1/2" = 1'-0" A1
<br /> WALLS AND INTERIOR PARTITIONS, WOOD-FRAMED A5.1 � _
<br /> GA FILE NO. WP 3520 GENERIC 1 HOUR 35 to 39 STC NOTE:GRID LOCATION VARIES-----_� GRID �
<br /> FIRE souNo E2 Wall Office or Unit Shaft (2 x 4 Studs 1-HR) 3 �
<br /> GYPSUM WALLBOARD, WOOD STUDS „ _ ,_ „ 2"MINERAL FIBER BOARD � A2 II
<br /> One layer 5/8"type X plain or predecorated gypsum wallboard applied parallel to each A5.1 Scale: 1 1/2 - 1 0 STC 50-54 PER GA WP 3242 (GENERIC) INSULATION @ A1----- �
<br /> side of 2 x 4 wood studs 24"o.c.with 6d coated nails, 1 7/8"long,0.0915"shank, 1/4" i WEATHER RESISTNE ' � �
<br /> heads,7"o.c.atjoints and top and bottom plates and 3/8"beads adhesive at i j E� BARRIER----- �� ��
<br /> Corridor Wall With Plumbin or Part Wall (2x8 Studs 1-HR �• �
<br /> intermediate studs. - (1)LAYER 5/8"TYPE"X"GWB- �
<br /> Scale: 1 1/2" = 1'-0" STC 50-54 PER GA WP 3242 GENERIC �
<br /> Joints staggered 24"on opposite sides.(LOAD-BEARING) A5.1 � � 3-1/2"ACOUSTICAL BATT INSULATION(CLOSED e n v i r o n m e n t a I
<br /> CELL SPRAY FOAM INSULATION WHERE WORKS
<br /> E Corridor Wall 2x6 Studs �-H R INDICATED-SEE ELEV.SECTIONS------�
<br /> 2 x 4 WOOD STUDS @ 16"O.C.--�_ --(1)LAYER 5l8"TYPE°X"GYP Community Design Center
<br /> Thickness: 4 7/8" A5.1 Scale: 1 1/2" _ ��-0�� STC 50-54 PER GA WP 3242 (GENERIC) MIN.3/4"AIR SPACE" SHEATHING @ A1
<br /> Approx.Weight: 7 psf
<br /> Fire Test: FM WP 90,8-21-67
<br /> Sound Test: G&H NG-246FT,7-2-65 (2)LAYERS 1"x 24"TYPE'X'GWB-- 402 15th Avenue East
<br /> kMAINTAIN AIR SPACE WITH Seattle,Washington 98112
<br /> MIN.3!4"AIR SPACE' SACRIFICIAL ALUMINUM CLIPS AS 206.329.8300
<br /> G2 Typical I nterior Partition - 2x6 Studs � -H R w/ Furred Wall 2 x 4 WOOD STUDS @ 16"O.C. DESCRIBED IN UL DESIGN N0. U347 206.329.5494 fax ,
<br /> A5.1 Scale: 1 1/2" = 1'-0° GA FILE N0. WP 3520 (GENERIC) 3-112°ACOUSTICAL BATT
<br /> Q WSULATION �`
<br /> ��_,
<br /> � EXTERIOR(c�A1
<br /> FIBER CEMENT SIDING � ATTIC SPACE la�A2
<br /> G1 Typical Interior Partition - 2x6 Studs � 'HR) �_� ONMETAL'Z'FURRING SHAFT Everett
<br /> A5.1 Scale: 1 1/2" = 1'-0" GA FILE N0. WP 3520 (GENERIC) ,GRID '! FRAM NG UPPORT
<br /> Safe Streets
<br /> � ��RT Su ortive
<br /> � T ical Interior Partition - 2x4 Studs 1 -HR 3 pp
<br /> p �
<br /> Scale: 1 1/2" = 1'-0" GA FILE N0. WP 3520 GENERIC � � HOUS111g
<br /> A5.1 � } FIBER CEMENT SIDING (TYPE PER BLDG ELEVS) ; A� Shaft Wall Exterior 2 Hour) SEE A15.1 &C/A5.1 FOR NOTES IN COMMON 6200 12th Dr. SE �
<br /> �' Q Everett, WA 98203
<br /> GENERAL NOTES: A5.1 Scale: 1 1/2" = 1'-0" GA FILE N0. ASW 1005 (PROPIETARY) 4
<br /> PENETRATIONS OF TWO-HOUR FIRE-RESISTANCE-RATED WALLS AND
<br /> PARTITIONS BY STEEL ELECTRICAL BOXES THAT DO NOT EXCEED 16 SQUARE 1/8"M►N.THICK PLASTIC"HORSESHOE"SHIM @ EA. � 5807
<br /> � 5/8"TYPE'X'GWB @ F2 WCHES(0.0103Mz)IN AREA, PROVIDED THE AGGREGATE AREA OF THE GIRT ATTACHMENT FASTENER � ,�iE�iSi���^R/E�C�
<br /> - OPENWGS THROUGH THE MEMBRANE DOES NOT EXCEED 100 SQUARE „ , , „ � - A2 Shaft Wall Attic 2 Hour � �Fi�s�3ll�taT
<br /> 2x4 WOOD STUDS @ 16"O.C.@ F2 1 DEEP X 20 GUAGE METAL Z'FURRING @ 24' O.C.OVER 2 HORIZONTAL i
<br /> � INCHES(0.0645 Mz)IN ANY 100 SQUARE FEET(9.29 Mz)OF WALL AREA. THE �' 2 MIN. „ _ , „ � 1 �
<br /> O � COMPOSITE FRAMING SUPPORT SYSTEM GIRT @ 48"O.C.WET SET GIRT IN ' ' SCaI@: 'I �I2 - � -O l,v
<br /> ANNULAR SPACE BETWEEN THE WALL MEMBRANE AND THE BOX SHALL NOT � � A5.1 �' `
<br /> � 2 x 6 W O O D S T U D S @ 1 6 O.C.@ F EXCEED 1/8"INCH(3.1 MM). SUCH BOXES ON OPPOSITE SIDES OF THE WALL W R B S E A L A N T('Z'F U R R I N G A T T A C H M E N T T O G I R T/G I R T A T T A C H M E N T T O ! VYILLiA��i�. Si�GE
<br /> � 2x4 WOOD STUDS @ 16"O.C.@ F1 &F2 OR PARTITION SHALL BE SEPARATED BY ONE OF THE FOLLOWING: STRUCTURE PER COMPOSITE FRAMING SUPPORT SYSTEM MFR GRID STATE 4r V�lAStil'UGTOIV
<br /> 1. BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES R E Q U I R E M E N T S) NOTE: GRID LOCATION VARIES `
<br /> � - (2)LAYERS 5/8"TYPE'X'GWB (610MM); �� ' '�_�_
<br /> 2"MINERAL FIBER BOARD INSULATION ! GENERAL NOTES:
<br /> 2. BY A HORIZONTAL DISTANCE OF NOT LESS THAN THE DEPTH � ;, 10 1/2"
<br /> � OF THE WALL CAVITY WHERE THE WALL CAVITY IS FILLED WEATHER RESISTIVE BARRIER ' PENETRATIONS OF TWO-HOUR FIRE-RESISTANCE-RATED WALLS AND
<br /> I R21 BATT INSULATION @ F WITH CELLULOSE LOOSE-FILL,ROCKWOOL OR SLAG
<br /> _,
<br /> � 5/8"TYPE X GYPSUM SHEATHING PARTITIONS BY STEEL ELECTRICAL BOXES THAT DO NOT EXCEED 16
<br /> _ ----___-- - -- - _ --
<br /> MINERAL WOOL INSULATION; OR PLYWD SHEATHING WHERE REQUIRED PER STRUCTURAL DWGS � (1)LAYER 5(8"TYPE"X"GWB--- _ _ � SQUARE INCHES(0.0103MZ) IN AREA, PROVIDED THE AGGREGATE
<br /> I 3. BY SOLID FIRE-BLOCKING IN ACCORQANCE WITH SECTION � � � 3-1/2"ACOUSTICAL BATT AREA OF THE OPENINGS THROUGH THE MEMBRANE DOES NOT Wall Assemblies
<br /> I 717.2.1; �� EXCEED 100 SQUARE INCHES(0.0645 MZ)IN ANY 100 SQUARE FEET
<br /> ---- -_ _ --------- _ --
<br /> � VAPOR RETARDER STAIR#1 4. BY PROTECTING BOTH OUTLET BOXES WITH LISTED PUTTY 2X6 WOOD STUD FRAMWG PER STRUCT. DWGS I WSULATION---
<br /> @ �--�J �'- � (9.29 MZ)OF WALL AREA. THE ANNULAR SPACE BETWEEN THE WALL
<br /> ATTIC SEE STAIR SECTION PADS;OR I ' 2 x 4 WOOD STUDS @ 16"O.C.-�__ MEMBRANE AND THE BOX SHALL NOT EXCEED 118"INCH(3.1 MM). --------------------------
<br /> R-21 BATT INSULATION
<br /> 5. BY OTHER LISTED MATERIALS AND METHODS. �' SUCH BOXES ON OPPOSITE SIDES OF THE WALL OR PARTITION SHALL
<br /> MIN.3/4"AIR SPACE*-- "-
<br /> VAPORRETARDER i --- BESEPARATEDBYONEOFTHEFOLLOWING: _________________________ __
<br /> 518"TYPE'X'GWB I 'X (2)LAYERS 1"x 24"TYPE'X'GWB �__ �
<br /> WALLS AND INTERIOR PARTITIONS, WOOD-FRAMED , � � -
<br /> � * �� 1. BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES - - ----- --
<br /> GA FILE NO. WP 4230 GENERIC 2 HOUR MIN.314'AIR SPACE
<br /> Vertical Section View 2 x 4 WOOD STUDS @ 16°O.C. (610MM);
<br /> FIRE - 2. BY A HORIZONTAL DISTANCE OF NOT LESS THAN THE DEPTH OF -------------- -- -------- - �
<br /> GYPSUM WALLBOARD, WOOD STUDS, ._` THE WALL CAVITY WHERE THE WALL CAVITY IS FILLED WITH
<br /> MINERAL FIBER INSULATION 3-112"ACOUSTICAL BATT � CELLULOSE LOOSE-FILL, ROCKWOOL OR SLAG MINERAL WOOL Date
<br /> Base layer 5/8"type X gypsum wallboard applied at right angles to each side of 2 x 6 GRID INSULATION INSULATION;
<br /> wood studs 24"o.c.with 2 1/4"Type S or W drywall screws 24"o.c. Face layer 5/8" ____ _ 26 JanUa�/ 20�$
<br /> type X gypsum wallboard applied at right angles to each side with 2 1/4"Type S drywall 3. BY SOLID FIRE-BLOCKING IN ACCORDANCE WITH SECTION
<br /> screws 8"o.c.51/2"mineral fiber insulation, nominal 3 pcf,friction fit in stud space. _ 717.2.1; Permit_& Construction Set
<br /> FIBER CEMENT SIDING (TYPE PER BLDG ELEVS)BLIND SCREW-ATTACHED � 4. BY PROTECTING BOTH OUTLET BOXES WITH LISTED PUTTY Revisions
<br /> Joints staggered 24"each layer and side. W/#8 X 1 1/4"LONG X 0.375"HD RIBBED WAFER HEAD SCREWS PADS; OR ---- -- - --- ---- ------
<br /> *MAINTAIN AIR SPACE WITH 5. BY OTHER LISTED MATERIALS AND METHODS 28 July 2017 Bld�._Permit Submittal
<br /> Tested at 5,506 Ibs per stud or 100 percent of design load.(LOAD-BEARING) 1"DEEP X 20 GUAGE METAL'Z'FURRING @ 24"O.C.OVER 2"HORIZONTAL SACRIFICIAL ALUMINUM CLIPS AS ----
<br /> ��'�J DESCRIBEDINULDESIGNNO. U347 __ _ _______________________
<br /> COMPOSITE FRAMING SUPPORT SYSTEM GIRT 48"O.C. 1 28 Sept.2017 Addendum#1
<br /> Thickness: 8" @ �--�� 1 •
<br /> Approx.Weight: 13 psf ('Z'FURRING ATTACHMENT TO GIRT/GIRT ATTACHMENT TO STRUCTURE GA FILE NO.ASW 1005 PROPRIETARY * 2 HOUR 55 to 59 STC
<br /> Fire Test: ITS J20-06170.3, 12-00 PER COMPOSITE FRAMING SUPPORT SYSTEM MFR REQUIREMENTS) � FIRE SOUND 2 ____ 06 OCt.2017 Addendum#2
<br /> GYPSUM WALLBOARD,STEEL H STUDS 3 16 Oct.2017 Permit Corrections
<br /> � Two layers 1"x 24"proprietary type X gypsum panels inserted between 2"floor and ceiling I'i
<br /> (2 Hou r - 2x6 Stud Fra m i ng I nsu lated �� runners with 2"steel H studs between adjacent pairs of gypsum panels. (NLB) 4 26 Jan.2018 Permit Corrections
<br /> F 2 MWERAL FIBER BOARD INSULATION �J a 3/a" minimum air space must be maintained between steel components and adjacent I/�i
<br /> ��-
<br /> A5.1 Scale: 1 1/2�� _ ��-��� GA FILE N0. WP 4230 (GENERIC) WEATHER RESISTNE BARRIER framing(indicated bydashed lines in sketch).As an alternate,the steel components may ��;�
<br /> ---- ---- -------- ----
<br /> __ _ - - - - -
<br /> be covered with 6"wide battens or full sheets of �/z"type X gypsum wallboard. , �raWn b�/
<br /> 5/8"TYPE X GYPSUM SHEATHING Sound tested with 2 x 4 stud wall faced with �/z"gypsum wallboard each side of system and ------- - -- - --------- �
<br /> (OR PLYWOOD SHEATHING WHERE REQUIRED PER STRUCTURAL DWGS) 3�/z"glass fiber insulation in stud space. ---- -- ---- C►C/SC/M M
<br /> , - - - - - - - - Y��, --- - - - -- - --- ----
<br /> F1 2 Hour - 2x4 Stud Framin UIIIIIS�I�I�il.1 PROPRIETARYGYPSUMBOARD \ CheCkedb P.M. :
<br /> 2X6 WOOD STUD FRAMING PER STRUCT. DWGS National Gypsum Company - 1"Gold Bond�Brand FIRE-SHIE�D� ----�� --�- ``
<br /> --- ------
<br /> AS.� Scale, 1 1/2" _ �'-�" GA FILE N0. WP 4230 (GENERIC) I shatt�ine� C+�'►
<br /> R-21 BATT INSULATION
<br /> ��_ Thickness: 3 �/z"
<br /> ----------__Checked by_(Q.C_)_
<br /> , Approx.Weight: 9 psf BS/MM
<br /> F� (2 Hour - 2x4 Stud Framin Uninsulated w/Furred Wall VAPORRETAROER FireTest: ULR3501,92NK28896, -------------- -- - "--- -- -
<br /> � = 6-�-93, Project No. �
<br /> Scale: 1 1/2" _ �'-�" GA FILE N0. WP 4230(GENERIC) UL Design U347
<br /> --_ -_ _---- _ __
<br /> A5.1 5�s°rYPE�x'GWB Sound Test: NGC 2820,2-3-86 16-029A
<br /> �
<br /> �
<br /> -- _ _--------_ ------ _
<br /> F3 2 Hour - 2x8 Stud Framin Uninsulated � Horizontal Section View Q A
<br /> Exterior Wall Shaft Wall 2 Hour �1
<br /> A5.1 Scale: 1 1/2" = 1'-0" GA FILE N0. WP 4230 (GENERIC) Scale: 1 1/2" = 1'-0" (1 HOUR NON SYMMETRIC PER IBC SECTION 705.5) A5.1 Scale: 1 1/2" = 1'-0" GA FILE N0. ASW 1005 (PROPIETARY) A5 . 1 ■■
<br /> A5.1
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