west d shops approved as noted
DESCRIPTION
Timber RidgeTRANSCRIPT
TWC, Detailed, Grouped by Number
Submittal Transmittal
THE WEITZ COMPANY-NATIONAL Project # N150000
TIMBER RIDGE
PO Box 2787ISSAQUAH, WA 98027Tel: 425-394-5060 Fax:
Date: 6/11/2015 Reference Number: 0332
Due Date 6/12/2015
Transmitted To: Transmitted By:
JORDAN OHLED MCMANAMNA
RICE FERGUS MILLER INC THE WEITZ COMPANY-NATIONAL275 FIFTH STREET SUITE 100BREMERTON, WA 98337
8715 South 121st StreetLaVista, NE 68128Tel: 402-592-7000Fax: 402-592-0015
Transmitted For Delivered Via
Construction Email
Submittal Package No Description Package ActionQty
1 Area D West Seismic Joint Submittal Package Approved as Noted0002 - 05810 - 0
Notes Item Action Items Qty Description
1 D West Seismic Joint Shop Drawings Approved as Noted
2 D West Seismic Joint Product Data Approved as Noted
Remarks CC:
Signature Signed Date
Prolog Manager Printed on: 6/11/2015 Weitz Senior Living Page 1 of 1
TWC, Detailed, Grouped by Number
Submittal Transmittal
THE WEITZ COMPANY-NATIONAL Project # N150000
TIMBER RIDGE
PO Box 2787ISSAQUAH, WA 98027Tel: 425-394-5060 Fax:
Date: 5/29/2015 Reference Number: 0303
Due Date 6/12/2015
Transmitted To: Transmitted By:
JORDAN OHLED MCMANAMNA
RICE FERGUS MILLER INC THE WEITZ COMPANY-NATIONAL275 FIFTH STREET SUITE 100BREMERTON, WA 98337
8715 South 121st StreetLaVista, NE 68128Tel: 402-592-7000Fax: 402-592-0015
Transmitted For Delivered Via
Approval Email
Submittal Package No Description Package ActionQty
1 Area D West Seismic Joint Submittal Package In Review0002 - 05810 - 0
Notes Item Action Items Qty Description
1 D West Seismic Joint Shop Drawings In Review
2 D West Seismic Joint Product Data In Review
Remarks CC:
Signature Signed Date
Prolog Manager Printed on: 5/29/2015 Weitz Senior Living Page 1 of 1
The Weitz Companies review ONLY covers coordination of work andlayout. Conformance with design concept documents is not checked.Weitz review does not relieve the subcontractor and/or supplier oftheir contractual requirements. Subcontractor must confirm that thematerial and equipment meets all contractual requirements.
Reviewed Reviewed andNoted
Rejected
By:
Submittal No:
Date:
SUBMITTAL REVIEW
Timber Ridge at Talus Phase II100 Timber Ridge Way NW
Issaquah, WA 98027
Jordan Ohl 05/29/2015
0581000020 Area D West Seismic JointSubmittal Package In Review
SHOP DRAWING/SUBMITTAL REVIEW
RICE FERGUS MILLER, INC.
THESE SHOP DRAWINGS AND/OR SUBMITTALS HAVEBEEN REVIEWED FOR GENERAL COMPLIANCE WITH
CONTRACT DOCUMENTS
NO RESPONSIBILITY IS ASSUMED FOR QUANITIES CORRECTNESS OF DIMENSIONS OR DETAILS
MSaito
06/11/2015
NO EXCEPTIONS TAKEN
MAKE CORRECTIONS NOTED X
REJECTED-SEE REMARKS
AMEND & RESUBMIT
PROJECT: West Addition Area D Timber Ridge Ph IIARCHITECT: Rice Fergus MillerGENERAL CONTRACTOR: The Weitz CompanySUBCONTRACTOR: SPECTRUM SPECIALTY BUILDERSSECTION : 05810 Seismic Expansion Joint Details
Schedule of Joint Covers
Joint Type
Model
Manufacturer
Color/Finish
Notes
1
Interior: Wall & Ceiling
AFW-300
AFWC-300 (Corner)
Construction Specialties Anodized Aluminum
Same model at ceiling joint for Hard-
lid ceilings
2
Floor
PCS-300
PCW-300
Construction Specialties
Confirm locations of stainless steel & aluminum
RFX-3F fire barrier
3 Exterior Wall SF-300 Construction Specialties
Santoprene Rubber Four color selections
Black, Gray, Greige, & White
4 Roof to Wall BRJW-300 Construction Specialties
Black EPDM BRJW is supplied with factory attached Galv. Tabs 4” wide
5 Roof to Roof BRJ-300 Construction Specialties
Black EPDM BRJ is supplied with factory attached
Glav. Tabs 4” wide
6 Fire Barrier RFX-300 Construction Specialties
2-HR Rated
UL FF-D-1055
DENOTES SPECIFICREQUIREMENT BY WEITZ
SHEET 1
Spectrum Specialty Builders
05/28/2015
Spectrum Area D revised.pdfC:\Users\Dan\SkyDrive\2015 Projects\Timber Ridge\Shops
6\Spectrum Area D revised.pdf
SHEET12345678
8A9
1011
COVER SHEETEXTERIOR ISOINTERIOR ISOLEVEL 1LEVEL 3ROOF PLANDETAIL 4 /A52.04INTERIOR FLOOR DETAILSINTERIOR WALL DETAILSROOF JOINT DETAILSROOF JOINT DETAILSEXTERIOR WALL DETAILS
Area D-ISO
EXTERIOR WALL
ROOF TO WALL
INTERIOR WALL/CEILING
FLOOR- FIRE BARRIERE
FLOOR TO WALL
FLOOR TO FLOOR
ROOF TO ROOF
LEVEL 1
LEVEL 3
LEVEL 4
LEVEL 5
CEILING JOINT COVERS ARE INDICATED; WILLMATCH ADJOINING WALL MODEL AT HARD-LIDCEILINGS, AND ARE MODEL FCF-300 AT ACT
ALL JOINT MODELS WILL BE FIELDVERIFIED BEFORE SHIPMENT
SRJW-300
SRJW-300
SF-300
SF-300
SRJW-300
SF-300
SF-300
SF-300
6'-0"14'-8"
10'-7"7'-3"
8'-2"
25'-1"
7'-8"
2'-10"
SF-3003'-4"14
14
14
14.8
14.8
14.8
14.8
14
14.8
E
F
DC.8
C
E.4
10'-7"
EXTERIOR JOINT ISO
TERRACE JOINTREFER TO DETAIL12/A34.27
ON SHEET 11
SHEET 2
GO TO SHEET 11 FOR SF SEALREQUIREMENTS
1/A34.25shows roof towall.
2/A34.25shows roof towall.
I don't believe there would be a joint here.This seems to just be area between verticalwall and roof overhang. RFM please verify?
It seems like the vertical wall joint should go to the roof.
Should thisbe wall towall? RFMplease verify
SF-300 CORRECT. JOINT SHOULDCONTINUE TO ROOF- M. Saito,RFM- 6-11-15
LOWER ROOF TOWALL, M. Saito,RFM- 6-11-15
Wall-to-wall is correct. SF-300 is correctproduct. M. Saito,RFM- 6-11-15
6-11-15
M. Saito
M. Saito
Area D-ISO
EXTERIOR WALL
ROOF TO WALL
INTERIOR WALL/CEILING
FLOOR- FIRE BARRIERE
FLOOR TO WALL
FLOOR TO FLOOR
ROOF TO ROOF
LEVEL 1
LEVEL 3
LEVEL 4
LEVEL 5
CEILING JOINT COVERS ARE INDICATED; WILLMATCH ADJOINING WALL MODEL AT HARD-LIDCEILINGS, AND ARE MODEL FCF-300 AT ACT
ALL JOINT MODELS WILL BE FIELDVERIFIED BEFORE SHIPMENT
8'-5"3'-2"
1'-1"
12'-8"
13'-11"
9'-9"8'-2"
22'-6"7'-10"
10'-11"
10'-11"
DC.8
C
E
F
E.414
14.8
26'-0"
14
14
14
INTERIOR JOINT ISO
SHEET 3
6-11-15
M. Saito
Floor Plan-LEVEL 1
DN
DN
MP\ ROOM\
191A
STOR
193 FOYER
194
FOODSERVICEPANTRY
195GREENROOM
192
LOUNGE
115
Area D
SF-300
SF-300
EXTERIOR WAL-vertical joint
INTERIOR WALL-vertical joint
SF-300
NO CEILINGJOINT
COVERS
CEILINGJOINT
COVER
CEILINGJOINT
COVER
SHEET 4
6-11-15
M. Saito
Floor Plan-LEVEL 3Area D
RE
F.
OVEN
LIVING\ R
H386
COUNTRYKITCHEN
H387
TOIL
H389
ACCESSPRIVATE
H224
ACCESSPRIVATE
H222TOIL
H222A
TOIL
H224A
TOIL
H226A
PANTRY
H391
EXIST\ COR
H308
STORAGE
H344
HSKPNG
H353
ACCESSPRIVATE
H226
8’-5” 1’-1”3’-2”
12’-8”
26’-0” 13’-11”
10’-11”
10’-11”7’-10”
8’-2”
22’-6”
9’-9”
EXTERIOR WALL
ROOF TO WALL
INTERIOR WALL/CEILING
FLOOR- FIRE BARRIERE
FLOOR TO WALL
FLOOR TO FLOOR
ROOF TO ROOF
EXTERIOR WAL-vertical joint
INTERIOR WALL-vertical joint
DENOTESEXTERIOR SF SEAL
IN SOFFIT
CEILINGJOINT
COVER
CEILING JNT COVER
CEILINGJOINT
COVER
CEILINGJOINT
COVER
SHEET 5
Joint per detail 5/A34.35here
Joint per detail 2/A34.25here
Joint per detail 1/A34.25here
6-11-15
M. Saito
M. SaitoM. Saito
M. Saito
M. SaitoM. Saito
M. Saito
Floor Plan-LEVEL 5
Area DROOF TO WALL
ROOF TO ROOF
ROOF TO WALL-vertical joint
BRJW-300REFER TO SHEET 10
DETAIL 5
BRJW-300REFER TO SHEET
10 DETAIL 1
10'-7" 7'-3"
8'-2"
25'-1"
14'-8"
6'-0"2'-10"
BRJ-300REFER TOSHEET 9
SF-300
BRJW-300REFER TO SHEET 10
DETAIL 4
SHEET 6
Spectrum toincorporatedetail18/A34.24 atvertical wallcorner joint.
6-11-15
M. Saito
Area D-Details
AFW-400
SF-300
AFW-400
SF-300
Detail 4-A52.04
14
(2) LAYERS GWBEA SIDE OF JOINT
1-HR RATED 4-WAYEXPANSION JOINT
(2) LAYERS GWBEA SIDE OF OPENING(BOTH SIDES OF JOINT)
3 5/8" METAL STUD
9" WIDE METAL SEISMICJOINT COVER W/ 2 1/2" LDRYWALL SCREWS
D5 COLUMN ASSEMBLY
(E) WALL. RETAIN EXISTINGRATED COLUMN WRAPASSEMBLY. PROVIDE MIN (2)LAYERS AT EXPANSION JOINTFACE
PROVIDE WATERTIGHT JOINTBETWEEN NEW & (E) WALL FORENTIRE JOINT LENGTH.
MTL STUD BLOCKING AT NEW WALL END
20 GA 2" X 2 1/2" GALVSTEEL RETAINING ANGLESW/ 1 3/4" DRYWALLSCREWS @ 1'- 6" O.C.
FLEXIBLE MULTI-LAYER1HR UL RATED FIREBARRIER INSULATION
EQ 1" EQ
PROVIDE ACOUSTICSEALANT BETWEEN FLOORAND EXPANSION JOINT S
3" EXTERIOR SESMIC JOINT
PROVIDE FULL HEIGHT PRE-PRIMED MTLCLOSURE FLASHING OVER SHEATHINGAT WALL END. ANCOR LEGS INTOMORTAR BED AND BEHIND SEISMICJOINT.
B5 WALL ASSEMBLY
PROVIDE FULL HEIGHT 16 GAUGE PRE-PRIMED MTL CLOSURE PANEL AT WALLEND. ANCOR LEGS AT PANEL CLIP ANDBEHIND SEISMIC JOINT.
WALL ASSEMBLY TIE BACK CLIP WRB
+/-
5"
3" = 1'-0"4 MECHANICAL SHAFT WALL EXPANSION JOINT COVER AT LEVEL 2 - AREA D
RFI 090
RFI-090
FIRE BARRIER - RFX-100 BEHINDAFW-400
AFW-400
CAN THE SF-300 BEACCESSED FORINSTALLATION?
AFW-400 SURFACE MOUNTEDAS SHOWN
SHEET METEAL BY OTHERSINDICATED IN GREEN. SHEET METAL
LEFT OUT AT THIS LOCATION FORCLARITY TO SF-300 SUBSTRATE.
GO TO SHEET 11 FORSF-300 DETAILS
SHEET 7
Joint willneed to beinstalled prior to the fauxstone wall construction.
4/A52.04 shows a 1" jointbetween gyp board. Pleaseadvise if the 1" betweengyp board is acceptable perthe detail.
Metal closure piece willneed to be installed in twopieces to allow it to beinstalled early and theninstall the joint prior tobuilding the faux stone wall.
Per RFI#263, this lengthshould be 10". LA Olson tocoordinate the metal flashing.
RFM please confirm thisdimensions has flexibility inorder for faux stone wallconstruction. May need tobe closer to 1' due toexisting wall being in theway.
PROVIDE SUPPORTAT EACH END OFPIECE FOR PROPERATTACHMENT. MSaito, RFM 6/11/15
dimension does havesome flexibilty, M.Saito, RFM- 6-11-15
3" preferable as longas minimumanchorage asrecommended byjoint manufacturer isis provided for theSF-300 joint. M.Saito, RFM- 6-11-15
column to befireproofed as perdetail shown inRFI-90. M. Saito,RFM- 6-11-15
Stud size may besmaller provided thatminimum achorageas recommended byjoint manufacturer ismaintained. M. Saito,RFM- 6-11-15
This is a means and methodsquestion to be answered bycontractor. M. Saito, RFM-6-11-15
Existingcolumn.Retain ratingper detail4/A52.04 -KHSS
KHSS to coordinate with Weitz and Spectrum prior toinstalling studs to determine size required.
Spectrum toverify?
Detail 11-A52.04
Area D-Details
PCWS-300W/FB
Detail 12-A52.04
PCS-300S W/FB
Detail 13-A52.04
EXISTING SLAB
SEISMIC
JOINT
ALUMINUM COVER PLATEAT EXPOSED JOINT &EXISTING WALL- ATTACHTO EXISTING WALL ONLY
2-HR RATED FIREBARRIER FB97
EXISTING BUILIDNG
14.8
1 1/2" = 1'-0"11 2 HR SEISMIC JOINT FLOOR WALL COVER
EXISTING SLAB
2-HR RATED FIRE BARRIERFB97 (NO COVER). ATTACHFLANGES TO BOTH SLABS ASPER MANUFACTURERSRECOMMENDATIONS
REINFORCED CONCRETESLAB AS SCHEDULED
EXISTING BUILIDNG
STAINLESS STEEL COVERPLATE. COORDINATECOVER PLATE WIDTH WITHSEISMIC JOINT WIDTH ASPER MANUFACTURERSRECOMMENDATIONS.ATTACH TO NEW SLABONLY
SEISMIC JOINT WIDTH
1 1/2" = 1'-0"12 2-HR SEISMIC FR-FLR COVER
EXISTING SLAB
2-HR RATED FIRE BARRIERFB97 WITH APPROVEDMANUFACTURER COVER.
REINFORCED CONCRETESLAB AS SCHEDULED
EXISTING BUILIDNG
ATTACH ONE LEG OFBARRIER TO NEW FLOORBEFORE WALLCONSTRUCTION AND ONELEG ON FACE OF EXISTINGWALL AS PERMANUFACTURER'SRECOMMENDATIONS
SEISMIC JOINT WIDTH
WALL AS SCHEDULED
1 1/2" = 1'-0"13 2-HR SEISMIC FLR JOINT BETWEEN WALL
New Details
STAINLESS STEEL
FOIL HEAT SHIELD
MODEL RFX-3F FIRE
BARRIER 2-HOUR
UL #FF-D-1055
GALVANIZED CLIP
ANGLE (12F002001)
3/16"x1 3/4" TAPPER 18" O.C.
(90H236004) (FIN: SILVER P/S)
ICC-ES#-ESR-3068 (MASONRY)
1/8" STAINLESS STEEL
COVER PLATE (80S051004)
1/4"x1 3/4" MASONRY
ANCHOR 18" O.C.
(90H048004) (FIN: S/S)
3"1 1/2"
6 3/4"
3/4"
Model: PCS-300S W/ FB
ITEM #3 WILL BE GALV. SHEET METALIN WALL CHASE CONDITIONS
3/16"x1 3/4" TAPPER 18" O.C.
(90H236004) (FIN: SILVER P/S)
ICC-ES#-ESR-3068 (MASONRY)
GALVANIZED CLIP
ANGLE (12F002001)
STAINLESS STEEL
FOIL HEAT SHIELD
MODEL RFX-3F FIRE
BARRIER 2-HOUR
UL #FF-D-1055
1/4"x1 3/4" MASONRY
ANCHOR 18" O.C.
(90H048004) (FIN: S/S)
3"
5 1/4"
3/4"
3/16" STAINLESS STEEL
COVER PLATE (80S015004)
Model: PCWS-300S W/ FB
SHEET 8
RFM pleaseconfirm detail isacceptable.
STAINLESS STEELFOIL LEG TOATTACH HORIZONTALLY ONNEW FLOOR MIN 3ONTO FLOOR (THISLEG)- M. Saito, RFM,6-11-15
STAINLESS STEELFOIL LEG TO ATTACHTO EXISTING WALLFACE MIN 3" ABOVEFIRE INSULATION(THIS LEG)- M. Saito,RFM, 6-11-15
STAINLESS STEE LFOIL LEG TOATTACH TO WALLFACE TO LEVELEQUAL WITH TOPOF COVER PLATEFLANGE (THISLEG).- M. Saito,RFM, 6/11/15
6-11-15
M. Saito6-10-15
M. Saito
6-11-15
M. Saito
GALV. SHEETMETAL NOTREQUIRED, BUT ISACCEPTABLE, M.Saito, RFM- 6-11-15
AFW-600
CONTINUOUS EXTRUDED
ALUMINUM COVER PLATE
(12A036001)
CONTINUOUS EXTRUDED
ALUMINUM CENTER PLATE
(12A579001)
DUROFLEX GASKET FACTORY
INSTALLED (12V030000)
CONTINUOUS EXTRUDED
ALUMINUM ANCHOR CLIP
(90A002000)
3/16"x1 3/4"
MASONRY ANCHOR
18" O.C. (90H236004)
(FIN: SILVER P/S)
3"
10 3/4"
3 7/8"3 7/8"
Model: AFW-300X
CONTINUOUS EXTRUDED
ALUMINUM COVER PLATE
(12A036001)
CONTINUOUS EXTRUDED
ALUMINUM CENTER PLATE
(12A581001)
CONTINUOUS EXTRUDED
ALUMINUM ANCHOR CLIP
(90A002000)
DUROFLEX GASKET FACTORY
INSTALLED (12V030000)
3/16"x1 3/4"
MASONRY ANCHOR
18" O.C. (90H236004)
(FIN: SILVER P/S)
3"
6 1/4"
3 7/8"
5 1/4"
Model: AFWC-300X
INTERIOR WALL JOINT COVERS
FIRE BARRIER IS INSTALLED AT RATED WALLASSEMBLIES ONLY
OFX AT GYP BOARD - UL WW-D-1056
SHEET 8A
M. Saito
M. Saito
6-11-15
6-11-15
Detail 2 and 8-A34.24
Detail 7-A34.24
BRJ-300
BRJ-300
Area D-Details
LAP WRB INTO CAVITY OVER CURBAND BASE BLOCKING
PPT 2X6 CURB
2 2
FIBROUS CANT
LAP WRB INTOCAVITY
3" = 1'-0"7 SEISMIC JOINT AT ROOF VALLEY
3" = 1'-0"8
14.8LAP MEMBRANE FLASHING BENEATHSJ FLANGE & OVER CURB DOWNSIDE OF SEISMIC JT.
LAP WRB INTO CAVITY OVERCURB AND BASE BLOCKING
PPT 2X6 CURB
ROOF MEMBRANE OVER CANTAND 2X WOOD NAILER CAPPED W/METAL FLASHING.
2 2
FIBROUS CANT
SEALANT & BACKER ROD
DRAIN COVER TOEXTERIOR
MEMBRANE FLASHING OVERICE/WATER SHIELD BENEATHSHINGLE, SEISMIC JOINTFASTENED THROUGH
LAP WRB INTOSEISMIC JOINT CAVITY
3" = 1'-0"2 SEISMIC JOINT AT SHINGLE ROOF
1 1/2" = 1'-0"3 SEISMIC JOINT ROOF WELL WALL TRANSITION
2" 3"
60MIL X 6" EPDMBELLOWS
1/2" CLOSEDCELL FOAM 2" X 2", 26 GA
GALVANIZEDMETAL RETAINER
GALV. NAIL WITHRUBBER GROMMET8" O.C. (NOT BY C/S)
BRJ-300 CF
BELLOWS SUPPLIED WITH 4" WIDE GALV TAB. CANBE BROKE DOWN OVER SMALL ROOF CURBS
NO FIRE BARRIER AT ROOF JOINTS
SECONDARY SEAL IS T-105
T-105
T-105
SHEET 9
Manufacturer detail
Drain toexterior
where applied horizontally, slope topof blocking, moisture barrier andgalvanized metal retainer min 1/4"per foot. M. Saito, RFM- 6-11-15
M. Saito
6-11-15
COUNTERFLASHINGS BY
OTHERS
COUNTERFLASHINGS BY
OTHERS
CURB FLASHING BYOTHERS
INSTALLED PRIOR TOROOF JOINT BELLLOWS
DETAIL 5 /A34.25OPPOSING WALL AT WELL
DETAIL 4 A34.24WELL ROOF TO WALL JOINT COVER
BRJW-300 CF
REGLET AND FLASHING(NOT BY C/S)
3 3/4"
4 1/2"
60MIL X 6" EPDMBELLOWS
1/2" CLOSEDCELL FOAM
3"
2" X 2", 26 GAGALVANIZEDMETAL RETAINER
GALV. NAIL WITHRUBBER GROMMET8" O.C. (NOT BY C/S)
2"
WALL (NOT BY C/S)
#8 S/S PH S.M.S.8" O.C. (NOT BY C/S)
DETAIL 1
SHEET 10
T-105SECONDARYWATER SEAL
T-105SECONDARYWATER SEAL
2
14
ROOF AND WALL ASSEMBLIES PER PLAN
WRB TAPED OVER FLASHING
SEISMIC JOINT W/ EXTRUDED TRACKSFASTENED THROUGH SELF-SEALING STRIPS,ADDITIONAL SEALANT BEAD AT EXPOSED EDGE
DRAIN GASKET TO EXTERIOR
WOOD NAILERS/BLOCKING AS NECESSARYTO ACCOMPLISH ROOFINGINSTALLATION, TYP
WRB TAPED OVER FLASHING
VAPOR RETARDER-CONTINUE UP ALONG CURB
RFI 090
3" = 1'-0"4 SEISMIC JOINT AT WELL/WALL
Architectural Detail
Drain to exteriorDrain to exterior
LA Olson
LA Olson
SQI
WHERE APPLIED HORIZONTALLY,SLOPE GALVANIZED METAL RETAINER,MOISTURE BARRIER & BLOCKING MIN1/4" PER FOOT AT CURB TOP. M. Saito,RFM- 6-11-15
WHERE APPLIED HORIZONTALLY,SLOPE GALVANIZED METALRETAINER, MOISTURE BARRIER &BLOCKING MIN 1/4" PER FOOT ATCURB TOP. M. Saito, RFM- 6-11-15
M. SaitoM. Saito
M. Saito
6-11-15
6-11-15
6-11-15
DETAIL 4 A34.24WELL ROOF TO WALL JOINT COVER
SF-300 EXTERIOR SEAL IN SOFFITREQUIRES 3" OF SUBSTRATE ATTACHMENT
SF GASKET COLORS
SF Model Exterior Expansion Joint Seal
Secondary Water Seal
Primary SealSantoprene-rubber in Black, Gray, Beige, or White
Aluminum Frames Sealed to substrate with Sika 1A
3" of flat substratesurface required
EXTERIOR WALL JOINT COVERS
FRAMES 3" DEEP
SF-300
3"
SHEET 11
12/A34.27
RFM, pleasechoose a color
CANT TOP ATHORIZONTALAPPLICATIONS (1/2"TOTAL VERTICAL OVERBLOCKING WIDTH) M.Saito- RFM, 6-11-15
select Black as colorfor gasket.M. Saito,RFM-6-11-15
Submittal
Submittal – 079550 Expansion Joint Covers
Area D – West Addition
1. Manufacturer: Construction Specialties
2. Materials
A. Extruded Aluminum: ASTM B 221 (ASTM B 221M)
B. Resilient Filler: Extruded vinyl, Shore A hardness of 40 to 50 Durometer.
C. Threaded Fasteners: Mild steel.
D. Accessories: Standard anchors, clips, fasteners, set screws, spacers, and other accessories compatible with substrate attachments.
From: Spectrum Specialty Builders
To: Weitz Co.
Date: 5-28-15
Project: Timber Ridge PH II
Page 2
Schedule of Joint Covers
Joint Type
Model
Manufacturer
Color/Finish
Notes
1
Interior: Wall & Ceiling
AFW-300
AFWC-300 (Corner)
Construction Specialties Anodized Aluminum
Same model at ceiling joint for Hard-
lid ceilings
2
Floor
PCS-300
PCW-300
Construction Specialties
Confirm locations of stainless steel & aluminum
RFX-3F fire barrier
3 Exterior Wall SF-300 Construction Specialties
Santoprene Rubber Four color selections
Black, Gray, Greige, & White
4 Roof to Wall BRJW-300 Construction Specialties
Black EPDM BRJW is supplied with factory attached Galv. Tabs 4” wide
5 Roof to Roof BRJ-300 Construction Specialties
Black EPDM BRJ is supplied with factory attached
Glav. Tabs 4” wide
6 Fire Barrier RFX-300 Construction Specialties
2-HR Rated
UL FF-D-1055
Note: T-105 Secondary water membrane data sheet attached.
M. Saito
Structuralrequires 50%movement ineachdirection. Cover mustaccommodatejoint openingfrom 1 1/2" to4 1/2". M.Saito, RFM,06-11-15
Structural requires 50% movement in each direction. Cover must accommodate joint opening from 1 1/2" to4 1/2". M. Saito, RFM, 06-11-15
STAINLESS STEEL
FOIL HEAT SHIELD
MODEL RFX-3F FIRE
BARRIER 2-HOUR
UL #FF-D-1055
GALVANIZED CLIP
ANGLE (12F002001)
3/16"x1 3/4" TAPPER 18" O.C.
(90H236004) (FIN: SILVER P/S)
ICC-ES#-ESR-3068 (MASONRY)
1/8" STAINLESS STEEL
COVER PLATE (80S051004)
1/4"x1 3/4" MASONRY
ANCHOR 18" O.C.
(90H048004) (FIN: S/S)
3"1 1/2"
6 3/4"
3/4"
Model: PCS-300S W/ FB
1:2
E:\Master Files\00-Test\PCS3-FB-S.dwg, 9/23/2014 8:27 AM, Matt Owens
6696 Route 405 Highway, Muncy, PA 17756
Phone: (800) 233-8493 / Fax: (570) 546-8022
895 Lakefront Promenade, Mississauga, Ontario L5E 2C2 Canada
Phone: (888) 895-8955 / Fax: (905) 274-6241
TM
DISCLAIMER:
www.c-sgroup.com
DRAWN BY:
LOCATION:
CUSTOMER:
PROJECT: SCALE:
DATE:
JOB NO.:
SHEET NO.:
Construction Specialties
EXTEND FOIL UP TOFLOOR ANDHORIZONTALLY TO ENDOF COVER PLANTE. M.Saito, RFM- 6-11-15
M. Saito
6-11-15
3/16"x1 3/4" TAPPER 18" O.C.
(90H236004) (FIN: SILVER P/S)
ICC-ES#-ESR-3068 (MASONRY)
GALVANIZED CLIP
ANGLE (12F002001)
STAINLESS STEEL
FOIL HEAT SHIELD
MODEL RFX-3F FIRE
BARRIER 2-HOUR
UL #FF-D-1055
1/4"x1 3/4" MASONRY
ANCHOR 18" O.C.
(90H048004) (FIN: S/S)
3"
5 1/4"
3/4"
3/16" STAINLESS STEEL
COVER PLATE (80S015004)
Model: PCWS-300S W/ FB
1:2
E:\Master Files\00-Test\PCWS3-CMU-FB-S.dwg , 9/23/2014 8:27 AM, Matt Owens
6696 Route 405 Highway, Muncy, PA 17756
Phone: (800) 233-8493 / Fax: (570) 546-8022
895 Lakefront Promenade, Mississauga, Ontario L5E 2C2 Canada
Phone: (888) 895-8955 / Fax: (905) 274-6241
TM
DISCLAIMER:
www.c-sgroup.com
DRAWN BY:
LOCATION:
CUSTOMER:
PROJECT: SCALE:
DATE:
JOB NO.:
SHEET NO.:
Construction Specialties
STAINLESS STEELFOIL . EXTEND FOILTO TO TOP OFANGLE. M. Saito,RFM- 6-11-15
M. Saito
6-11-15
#8x2" TEK SCREW
18" O.C. (90H091002)
(FIN: PLATED)
3"
5 1/4"
3/4"
3/16" ALUMINUM COVER
PLATE (80S015001)
Model: PCWS-300
1:2
E:\Master Files\00-Test\PCWS3-GYP.dwg, 9/23/2014 8:27 AM, Matt Owens
6696 Route 405 Highway, Muncy, PA 17756
Phone: (800) 233-8493 / Fax: (570) 546-8022
895 Lakefront Promenade, Mississauga, Ontario L5E 2C2 Canada
Phone: (888) 895-8955 / Fax: (905) 274-6241
TM
DISCLAIMER:
www.c-sgroup.com
DRAWN BY:
LOCATION:
CUSTOMER:
PROJECT: SCALE:
DATE:
JOB NO.:
SHEET NO.:
Construction Specialties
6-11-15M. Saito
6-10-15M. Saito
BRJW-300 CF
REGLET AND FLASHING(NOT BY C/S)
3 3/4"
4 1/2"
60MIL X 6" EPDMBELLOWS
1/2" CLOSEDCELL FOAM
3"
2" X 2", 26 GAGALVANIZEDMETAL RETAINER
GALV. NAIL WITHRUBBER GROMMET8" O.C. (NOT BY C/S)
2"
WALL (NOT BY C/S)
#8 S/S PH S.M.S.8" O.C. (NOT BY C/S)
4" min. FLASHINGCOVER. M. Saito-RFM, 6-11-15
CANT TOP ATHORIZONTALAPPLICATIONS (1/2"TOTAL VERTICAL OVERBLOCKING WIDTH) M.Saito- RFM, 6-11-15
2" MIN. COVER- M.Saito- RFM, 6-11-15
6-11-15
M. Saito
9209 Almeda Genoa Rd. • Houston, Texas 77075
P: 713.507.4251 • F: 713.507.4295
Email: [email protected]
t o l l f r e e 1 . 8 0 0 . 2 3 1 . 6 0 7 4The information provided herein is based upon data believed to be reliable. All testing is performed in accordance with ASTM standards and procedures. All values are typical and nominal and do not represent either minimum or maximum performance of the product. Although the information is accurate to the best of our knowledge and belief, no representation of warranty or guarantee is made as to the suitability or completeness of such information. Likewise, no representation of warranty or guarantee, expressed or implied, or merchantability, fitness or otherwise, is made as to product application for a particular use.
©2006 REEF INDUSTRIES, INC. Griffolyn is a registered trademark of Reef Industries, Inc. 09-06
Typ
e-10
5G
rif
foly
n®
Pr
od
uc
t in
for
ma
tio
n •
sp
ecif
ica
tio
n g
uid
e
P h y s i c a l P r o p e r t i e s a n d t y p i c a l v a l u e s
P r o p e r t y A s t m t e s t m e t h o d u . s . v a l u e m e t r i c v a l u e
Weight D-3776 86 LB/1000 FT2 42 KG/100 M2
3” Tensile Strength D-882 275 LBF 1223 N
Puncture Strength D-4833 72 LBF 320 N
PPT Resistance D-2582 50 LBF 222 N
Dart Impact Strength D-1709 5.0 LBS 2300 g
Cold Impact Strength D-1790 -40°F -40°C
Permeance E-96 0.021 Grain/Hr•Ft2•in.Hg 1.207 NG/(PA•S•M2)
Griffolyn® Type-105 is a 7-ply laminate combining four layers of high density polyethylene and three high-strength cord grids. It is specifically engineered to provide high strength and durability in a lightweight material.
g r i f f o ly n ® t y p e - 1 0 5
F e a t u r e s
• Multiple layers and cord reinforcement resist punctures and tears.
• UV stabilization protects the material from degradation during extended exposure to sunlight.
• Cold-crack resistance eliminates failures in extremely cold temperatures.
• Chemically resistant to withstand exposure without significant deterioration.
• Low permeability greatly inhibits moisture transmission.
• Flexibility and light weight allow for easy handling and quick installation.
• Custom fabrication is available to meet your exact specifications.
• High durability allows for significant savings through reuse and fewer replacements.
• Class A, ASTM E-1745-97 Standard Specification for Water Vapor Retarders Used in Contact With Soil or Granular Fill Under Concrete Slabs.