Submittal Transmittal TWC, Detailed, Grouped by Number THE WEITZ COMPANY-NATIONAL TIMBER RIDGE PO Box 2787 ISSAQUAH, WA 98027 Tel: 425-394-5060 Fax:
Project # N150000
Date: 6/11/2015 Due Date 6/12/2015
Reference Number: 0332
Transmitted To:
Transmitted By:
ED MCMANAMNA RICE FERGUS MILLER INC 275 FIFTH STREET SUITE 100 BREMERTON, WA 98337
Transmitted For Construction Qty Submittal Package No 1 0002 - 05810 - 0 Items
Qty
1 2
JORDAN OHL THE WEITZ COMPANY-NATIONAL 8715 South 121st Street LaVista, NE 68128 Tel: 402-592-7000 Fax: 402-592-0015 Delivered Via Email Description Area D West Seismic Joint Submittal Package
Description
Notes
D West Seismic Joint Shop Drawings D West Seismic Joint Product Data
Item Action Approved as Noted Approved as Noted
CC:
Remarks
Signature Prolog Manager
Package Action Approved as Noted
Printed on: 6/11/2015
Weitz Senior Living
Signed Date Page 1 of 1
Submittal Transmittal TWC, Detailed, Grouped by Number THE WEITZ COMPANY-NATIONAL TIMBER RIDGE PO Box 2787 ISSAQUAH, WA 98027 Tel: 425-394-5060 Fax:
Project # N150000
Date: 5/29/2015 Due Date 6/12/2015
Reference Number: 0303
Transmitted To:
Transmitted By:
ED MCMANAMNA RICE FERGUS MILLER INC 275 FIFTH STREET SUITE 100 BREMERTON, WA 98337
JORDAN OHL THE WEITZ COMPANY-NATIONAL 8715 South 121st Street LaVista, NE 68128 Tel: 402-592-7000 Fax: 402-592-0015 Delivered Via Email
Transmitted For Approval Qty Submittal Package No 1 0002 - 05810 - 0 Items
Qty
1 2
Description
Package Action In Review
Area D West Seismic Joint Submittal Package
Description
Notes
Item Action
D West Seismic Joint Shop Drawings D West Seismic Joint Product Data
In Review In Review CC:
Remarks
Timber Ridge at Talus Phase II 100 Timber Ridge Way NW Issaquah, WA 98027
MSaito
SUBMITTAL REVIEW
06/11/2015
The Weitz Companies review ONLY covers coordination of work and layout. Conformance with design concept documents is not checked. Weitz review does not relieve the subcontractor and/or supplier of their contractual requirements. Subcontractor must confirm that the material and equipment meets all contractual requirements.
Reviewed By: Jordan Ohl
Reviewed and Noted
SHOP DRAWING/SUBMITTAL REVIEW
THESE SHOP DRAWINGS AND/OR SUBMITTALS HAVE BEEN REVIEWED FOR GENERAL COMPLIANCE WITH CONTRACT DOCUMENTS
NO RESPONSIBILITY IS ASSUMED FOR QUANITIES CORRECTNESS OF DIMENSIONS OR DETAILS
Rejected
Date: 05/29/2015
NO EXCEPTIONS TAKEN MAKE CORRECTIONS NOTED
Submittal No: 05810-0002-0 Area D West Seismic Joint
X
AMEND & RESUBMIT
Submittal Package - In Review
REJECTED-SEE REMARKS
RICE FERGUS MILLER, INC.
Signature Prolog Manager
Printed on: 5/29/2015
Weitz Senior Living
Signed Date Page 1 of 1
PROJECT: West Addition- Area D Timber Ridge Ph II ARCHITECT: Rice Fergus Miller GENERAL CONTRACTOR: The Weitz Company SUBCONTRACTOR: SPECTRUM SPECIALTY BUILDERS SECTION : 05810 Seismic Expansion Joint Details
Spectrum Specialty Builders 05/28/2015 Spectrum Area D revised.pdf C:\Users\Dan\SkyDrive\2015 Projects\Timber Ridge\Shops 6\Spectrum Area D revised.pdf
DENOTES SPECIFIC REQUIREMENT BY WEITZ SHEET 1 COVER SHEET 2 EXTERIOR ISO 3 INTERIOR ISO 4 LEVEL 1 5 LEVEL 3 6 ROOF PLAN 7 DETAIL 4 /A52.04 8 INTERIOR FLOOR DETAILS 8A INTERIOR WALL DETAILS 9 ROOF JOINT DETAILS 10 ROOF JOINT DETAILS 11 EXTERIOR WALL DETAILS
Schedule of Joint Covers Joint Type
Model
AFW-300
1
Interior: Wall & Ceiling AFWC-300 (Corner)
PCS-300
2
Floor PCW-300
Manufacturer
Color/Finish
Notes
Construction Specialties
Anodized Aluminum
Same model at ceiling joint for Hardlid ceilings
Confirm locations of stainless steel & aluminum
RFX-3F fire barrier
Construction Specialties
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
SHEET 1
Area D-ISO
GO TO SHEET 11 FOR SF SEAL REQUIREMENTS
14.8
I don't believe there would be a joint here. This seems to just be area between vertical wall and roof overhang. RFM please verify? It seems like the vertical wall joint should go to the roof.
SRJW-300 25'-1"
14.8
8'-2"
SRJW-300
6'-0"
14'-8"
2'-10"
TERRACE JOINT REFER TO DETAIL12/A34.27 ON SHEET 11
10'-7"
14
14
3'-4"
7'-3"
LEVEL 5
SF-300
LEVEL 4 CORRECT. JOINT SHOULD CONTINUE TO ROOF- M. Saito, RFM- 6-11-15
14.8
Should this be wall to wall? RFM please verify
LEVEL 3
SF-300 14.8
SF-300 7'-8"
SRJW-300
SF-300 14
Wall-to-wall is correct. SF-300 is correct product. M. Saito, RFM- 6-11-15
SF-300
2/A34.25 shows roof to wall. M. Saito
SF-300 1/A34.25 shows roof to wall.
LEVEL 1
SF-300 10'-7" LOWER ROOF TO WALL, M. Saito, RFM- 6-11-15
F
E.4 14
E 14.8
D
M. Saito 6-11-15
CEILING JOINT COVERS ARE INDICATED; WILL MATCH ADJOINING WALL MODEL AT HARD-LID CEILINGS, AND ARE MODEL FCF-300 AT ACT
C.8 EXTERIOR WALL ALL JOINT MODELS WILL BE FIELD VERIFIED BEFORE SHIPMENT
C
ROOF TO ROOF ROOF TO WALL INTERIOR WALL/CEILING
EXTERIOR JOINT ISO
FLOOR TO FLOOR FLOOR TO WALL FLOOR- FIRE BARRIERE
SHEET 2
Area D-ISO
LEVEL 5
LEVEL 4 14
LEVEL 3 14
10'-11"
14
8'-2" 8'-5"
3'-2"
7'-10"
9'-9"
1'-1"
10'-11"
22'-6"
13'-11" 12'-8" 26'-0"
LEVEL 1
F E.4 14
E CEILING JOINT COVERS ARE INDICATED; WILL MATCH ADJOINING WALL MODEL AT HARD-LID CEILINGS, AND ARE MODEL FCF-300 AT ACT
14.8
D C.8
M. Saito 6-11-15
ALL JOINT MODELS WILL BE FIELD VERIFIED BEFORE SHIPMENT
C
EXTERIOR WALL ROOF TO ROOF ROOF TO WALL INTERIOR WALL/CEILING
INTERIOR JOINT ISO
FLOOR TO FLOOR FLOOR TO WALL FLOOR- FIRE BARRIERE
SHEET 3
EXTERIOR WAL-vertical joint
Area D
INTERIOR WALL-vertical joint
Floor Plan-LEVEL 1
MP\ ROOM\ 191A
SF-300 DN DN
GREEN NO CEILING JOINT STOR ROOM COVERS 193 192
FOOD SERVICE PANTRY 195
FOYER 194 CEILING JOINT COVER
CEILING JOINT COVER
SF-300 LOUNGE 115 M. Saito
6-11-15
SHEET 4
EXTERIOR WALL
EXTERIOR WAL-vertical joint
Area D
ROOF TO ROOF
INTERIOR WALL-vertical joint
Floor Plan-LEVEL 3
ROOF TO WALL INTERIOR WALL/CEILING
M. Saito
6-11-15
FLOOR TO FLOOR FLOOR TO WALL FLOOR- FIRE BARRIERE
LIVING\ R TOIL
H386
H226A
M. Saito
ACCESS PRIVATE H226
CEILING JNT COVER
TOIL 1’-1”
12’-8”
TOIL H389
H387
H224A
REF.
3’-2”
8’-5”
COUNTRY KITCHEN
ACCESS PRIVATE H224
OVEN
DENOTES EXTERIOR SF SEAL IN SOFFIT
PANTRY
STORAGE
H391
H344
26’-0”
ACCESS PRIVATE TOIL
13’-11”
H222
H222A 9’-9” 22’-6”
CEILING JOINT COVER M. Saito
EXIST\ 8’-2”COR
10’-11” M. Saito
H308 CEILING JOINT COVER
Joint per detail 5/A34.35 here
7’-10”
HSKPNG H353
10’-11”
CEILING JOINT COVER
M. Saito Joint per detail 2/A34.25 here Joint per detail 1/A34.25 here
M. Saito M. Saito
SHEET 5
Area D
ROOF TO ROOF
Floor Plan-LEVEL 5
ROOF TO WALL ROOF TO WALL-vertical joint M. Saito 6-11-15
2'-10"
Spectrum to incorporate detail 18/A34.24 at vertical wall corner joint.
6'-0"
BRJW-300 REFER TO SHEET 10 DETAIL 5
14'-8"
BRJW-300 REFER TO SHEET 10 DETAIL 1
10'-7"
25'-1"
7'-3" 8'-2"
SF-300 BRJ-300 REFER TO SHEET 9
BRJW-300 REFER TO SHEET 10 DETAIL 4
SHEET 6
Area D-Details
Existing column. Retain rating per detail 4/A52.04 KHSS
AFW-400
Stud size may be smaller provided that minimum achorage as recommended by joint manufacturer is maintained. M. Saito, RFM- 6-11-15
column to be fireproofed as per detail shown in RFI-90. M. Saito, RFM- 6-11-15
KHSS to coordinate with Weitz and Spectrum prior to installing studs to determine size required.
SF-300
4/A52.04 shows a 1" joint between gyp board. Please advise if the 1" between gyp board is acceptable per the detail.
AFW-400 SURFACE MOUNTED AS SHOWN GO TO SHEET 11 FOR SF-300 DETAILS 3" preferable as long as minimum anchorage as recommended by joint manufacturer is is provided for the SF-300 joint. M. Saito, RFM- 6-11-15
FIRE BARRIER - RFX-100 BEHIND AFW-400
Spectrum to verify?
dimension does have some flexibilty, M. Saito, RFM- 6-11-15
B5 WALL ASSEMBLY WALL ASSEMBLY TIE BACK CLIP
RFI 090
PROVIDE FULL HEIGHT PRE-PRIMED MTL CLOSURE FLASHING OVER SHEATHING AT WALL END. ANCOR LEGS INTO MORTAR BED AND BEHIND SEISMIC JOINT. 3" EXTERIOR SESMIC JOINT
RFM please confirm this dimensions has flexibility in order for faux stone wall construction. May need to be closer to 1' due to existing wall being in the way.
Per RFI#263, this length should be 10". LA Olson to coordinate the metal flashing.
WRB
D5 COLUMN ASSEMBLY
+/- 5"
AFW-400
AFW-400
PROVIDE WATERTIGHT JOINT BETWEEN NEW & (E) WALL FOR ENTIRE JOINT LENGTH.
14 PROVIDE FULL HEIGHT 16 GAUGE PREPRIMED MTL CLOSURE PANEL AT WALL END. ANCOR LEGS AT PANEL CLIP AND BEHIND SEISMIC JOINT.
SF-300
(E) WALL. RETAIN EXISTING RATED COLUMN WRAP ASSEMBLY. PROVIDE MIN (2) LAYERS AT EXPANSION JOINT FACE
3 5/8" METAL STUD (2) LAYERS GWB EA SIDE OF JOINT FLEXIBLE MULTI-LAYER 1HR UL RATED FIRE BARRIER INSULATION
MTL STUD BLOCKING AT NEW WALL END (2) LAYERS GWB EA SIDE OF OPENING (BOTH SIDES OF JOINT)
SHEET METEAL BY OTHERS INDICATED IN GREEN. SHEET METAL LEFT OUT AT THIS LOCATION FOR CLARITY TO SF-300 SUBSTRATE.
Detail 4-A52.04
PROVIDE ACOUSTIC SEALANT BETWEEN FLOOR AND EXPANSION JOINT S
Metal closure piece will need to be installed in two pieces to allow it to be installed early and then install the joint prior to building the faux stone wall.
PROVIDE SUPPORT AT EACH END OF PIECE FOR PROPER ATTACHMENT. M Saito, RFM 6/11/15
9" WIDE METAL SEISMIC JOINT COVER W/ 2 1/2" L DRYWALL SCREWS
EQ
CAN THE SF-300 BE ACCESSED FOR INSTALLATION?
Joint willneed to be installed prior to the faux stone wall construction.
EQ
1-HR RATED 4-WAY EXPANSION JOINT
4
This is a means and methods question to be answered by contractor. M. Saito, RFM6-11-15
1"
20 GA 2" X 2 1/2" GALV STEEL RETAINING ANGLES W/ 1 3/4" DRYWALL SCREWS @ 1'- 6" O.C.
MECHANICAL SHAFT WALL EXPANSION JOINT COVER AT LEVEL 2 - AREA D 3" = 1'-0"
RFI-090 SHEET 7
GALV. SHEET METAL NOT REQUIRED, BUT IS ACCEPTABLE, M. Saito, RFM- 6-11-15
Area D-Details M. Saito
ITEM #3 WILL BE GALV. SHEET METAL IN WALL CHASE CONDITIONS
M. Saito 6-10-15
6-11-15
RFM please confirm detail is acceptable.
PCS-300S W/FB PCWS-300W/FB
Detail 11-A52.04 1/4"x1 3/4" MASONRY ANCHOR 18" O.C. (90H048004) (FIN: S/S)
Detail 12-A52.04
STAINLESS STEE L FOIL LEG TO ATTACH TO WALL FACE TO LEVEL EQUAL WITH TOP OF COVER PLATE FLANGE (THIS LEG).- M. Saito, RFM, 6/11/15
5 1/4"
1/4"x1 3/4" MASONRY ANCHOR 18" O.C. (90H048004) (FIN: S/S)
6 3/4"
3"
1 1/2"
3"
GALVANIZED CLIP ANGLE (12F002001)
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)
STAINLESS STEEL FOIL HEAT SHIELD
3/16"x1 3/4" TAPPER 18" O.C. (90H236004) (FIN: SILVER P/S) ICC-ES#-ESR-3068 (MASONRY)
Detail 13-A52.04
STAINLESS STEEL FOIL LEG TO ATTACH TO EXISTING WALL FACE MIN 3" ABOVE FIRE INSULATION (THIS LEG)- M. Saito, RFM, 6-11-15
1/8" STAINLESS STEEL COVER PLATE (80S051004)
3/4"
3/16" STAINLESS STEEL COVER PLATE (80S015004)
3/4"
STAINLESS STEEL FOIL LEG TO ATTACH HORIZONTALLY ON NEW FLOOR MIN 3 ONTO FLOOR (THIS LEG)- M. Saito, RFM, 6-11-15
MODEL RFX-3F FIRE BARRIER 2-HOUR UL #FF-D-1055
STAINLESS STEEL FOIL HEAT SHIELD
New Details
Model: PCS-300S W/ FB
Model: PCWS-300S W/ FB M. Saito
SEISMIC JOINT WIDTH
SEISMIC JOINT WIDTH
14.8 SEISMIC
EXISTING BUILIDNG
EXISTING BUILIDNG
6-11-15
WALL AS SCHEDULED
EXISTING BUILIDNG
REINFORCED CONCRETE SLAB AS SCHEDULED
JOINT
REINFORCED CONCRETE SLAB AS SCHEDULED
STAINLESS STEEL COVER PLATE. COORDINATE COVER PLATE WIDTH WITH SEISMIC JOINT WIDTH AS PER MANUFACTURERS RECOMMENDATIONS. ATTACH TO NEW SLAB ONLY
ALUMINUM COVER PLATE AT EXPOSED JOINT & EXISTING WALL- ATTACH TO EXISTING WALL ONLY
ATTACH ONE LEG OF BARRIER TO NEW FLOOR BEFORE WALL CONSTRUCTION AND ONE LEG ON FACE OF EXISTING WALL AS PER MANUFACTURER'S RECOMMENDATIONS
EXISTING SLAB
EXISTING SLAB
2-HR RATED FIRE BARRIER FB97 WITH APPROVED MANUFACTURER COVER.
EXISTING SLAB
2-HR RATED FIRE BARRIER FB97 (NO COVER). ATTACH FLANGES TO BOTH SLABS AS PER MANUFACTURERS RECOMMENDATIONS
2-HR RATED FIRE BARRIER FB97
11
2 HR SEISMIC JOINT FLOOR WALL COVER 1 1/2" = 1'-0"
12
2-HR SEISMIC FR-FLR COVER 1 1/2" = 1'-0"
13
2-HR SEISMIC FLR JOINT BETWEEN WALL 1 1/2" = 1'-0"
SHEET 8
FIRE BARRIER IS INSTALLED AT RATED WALL ASSEMBLIES ONLY OFX AT GYP BOARD - UL WW-D-1056
AFW-600
DUROFLEX GASKET FACTORY INSTALLED (12V030000)
CONTINUOUS EXTRUDED ALUMINUM CENTER PLATE (12A579001)
CONTINUOUS EXTRUDED ALUMINUM COVER PLATE (12A036001)
10 3/4" 3 7/8"
3 7/8"
CONTINUOUS EXTRUDED ALUMINUM COVER PLATE (12A036001) 5 1/4"
3/16"x1 3/4" MASONRY ANCHOR 18" O.C. (90H236004) (FIN: SILVER P/S)
6 1/4"
3" CONTINUOUS EXTRUDED ALUMINUM ANCHOR CLIP (90A002000)
3/16"x1 3/4" MASONRY ANCHOR 18" O.C. (90H236004) (FIN: SILVER P/S)
M. Saito
3 7/8" DUROFLEX GASKET FACTORY INSTALLED (12V030000)
6-11-15 CONTINUOUS EXTRUDED ALUMINUM ANCHOR CLIP (90A002000)
3"
CONTINUOUS EXTRUDED ALUMINUM CENTER PLATE (12A581001)
M. Saito 6-11-15
Model: AFW-300X
Model: AFWC-300X
INTERIOR WALL JOINT COVERS SHEET 8A
Area D-Details 3
SEISMIC JOINT ROOF WELL WALL TRANSITION 1 1/2" = 1'-0"
14.8
SEALANT & BACKER ROD
LAP MEMBRANE FLASHING BENEATH SJ FLANGE & OVER CURB DOWN SIDE OF SEISMIC JT.
MEMBRANE FLASHING OVER ICE/WATER SHIELD BENEATH SHINGLE, SEISMIC JOINT FASTENED THROUGH DRAIN COVER TO EXTERIOR
2
ROOF MEMBRANE OVER CANT AND 2X WOOD NAILER CAPPED W/ METAL FLASHING.
2
PPT 2X6 CURB
LAP WRB INTO SEISMIC JOINT CAVITY
FIBROUS CANT
T-105 LAP WRB INTO CAVITY OVER CURB AND BASE BLOCKING
BELLOWS SUPPLIED WITH 4" WIDE GALV TAB. CAN BE BROKE DOWN OVER SMALL ROOF CURBS
2 60MIL X 6" EPDM BELLOWS 1/2" CLOSED CELL FOAM
2"
BRJ-300
3" = 1'-0"
2" X 2", 26 GA GALVANIZED METAL RETAINER
where applied horizontally, slope top of blocking, moisture barrier and galvanized metal retainer min 1/4" per foot. M. Saito, RFM- 6-11-15
GALV. NAIL WITH RUBBER GROMMET 8" O.C. (NOT BY C/S)
M. Saito
Drain to exterior
Detail 2 and 8-A34.24
3"
SEISMIC JOINT AT SHINGLE ROOF
NO FIRE BARRIER AT ROOF JOINTS 6-11-15
SECONDARY SEAL IS T-105
8
3" = 1'-0"
LAP WRB INTO CAVITY PPT 2X6 CURB 2
2
BRJ-300 CF Manufacturer detail
T-105 FIBROUS CANT
LAP WRB INTO CAVITY OVER CURB AND BASE BLOCKING
BRJ-300
Detail 7-A34.24 7
SEISMIC JOINT AT ROOF VALLEY 3" = 1'-0"
SHEET 9
COUNTER FLASHINGS BY OTHERS
COUNTER FLASHINGS BY OTHERS
LA Olson
LA Olson
CURB FLASHING BY OTHERS SQI INSTALLED PRIOR TO ROOF JOINT BELLLOWS
T-105 SECONDARY WATER SEAL
T-105 SECONDARY WATER SEAL
M. Saito
M. Saito Drain to exterior
Drain to exterior 6-11-15
6-11-15
DETAIL 4 A34.24 WELL ROOF TO WALL JOINT COVER
DETAIL 1
M. Saito 6-11-15 WHERE APPLIED HORIZONTALLY, SLOPE GALVANIZED METAL RETAINER, MOISTURE BARRIER & BLOCKING MIN 1/4" PER FOOT AT CURB TOP. M. Saito, RFM- 6-11-15
DETAIL 5 /A34.25 OPPOSING WALL AT WELL
WALL (NOT BY C/S)
RFI 090 REGLET AND FLASHING (NOT BY C/S)
ROOF AND WALL ASSEMBLIES PER PLAN WRB TAPED OVER FLASHING
#8 S/S PH S.M.S. 8" O.C. (NOT BY C/S)
SEISMIC JOINT W/ EXTRUDED TRACKS FASTENED THROUGH SELF-SEALING STRIPS, ADDITIONAL SEALANT BEAD AT EXPOSED EDGE 4 1/2"
WHERE APPLIED HORIZONTALLY, SLOPE GALVANIZED METAL RETAINER, MOISTURE BARRIER & BLOCKING MIN 1/4" PER FOOT AT CURB TOP. M. Saito, RFM- 6-11-15
DRAIN GASKET TO EXTERIOR 60MIL X 6" EPDM BELLOWS 1/2" CLOSED CELL FOAM
WOOD NAILERS/BLOCKING AS NECESSARY TO ACCOMPLISH ROOFING INSTALLATION, TYP WRB TAPED OVER FLASHING
3 3/4"
2 2" X 2", 26 GA GALVANIZED METAL RETAINER GALV. NAIL WITH RUBBER GROMMET 8" O.C. (NOT BY C/S)
VAPOR RETARDERCONTINUE UP ALONG CURB 3"
2"
14
4
SEISMIC JOINT AT WELL/WALL 3" = 1'-0"
BRJW-300 CF
Architectural Detail
SHEET 10
SF GASKET COLORS RFM, please choose a color
select Black as color for gasket.M. Saito, RFM-6-11-15
Secondary Water Seal
CANT TOP AT HORIZONTAL APPLICATIONS (1/2" TOTAL VERTICAL OVER BLOCKING WIDTH) M. Saito- RFM, 6-11-15
3" of flat substrate surface required
Aluminum Frames Sealed to substrate with Sika 1A
Primary Seal Santoprene-rubber in Black, Gray, Beige, or White
SF Model Exterior Expansion Joint Seal
12/A34.27
DETAIL 4 A34.24 WELL ROOF TO WALL JOINT COVER FRAMES 3" DEEP
3"
SF-300 EXTERIOR SEAL IN SOFFIT REQUIRES 3" OF SUBSTRATE ATTACHMENT SF-300
EXTERIOR WALL JOINT COVERS SHEET 11
Submittal From:
Spectrum Specialty Builders
To:
Weitz Co.
Date:
5-28-15
Project: Timber Ridge PH II 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.
Schedule of Joint Covers Joint Type
Model
AFW-300
1
Interior: Wall & Ceiling AFWC-300 (Corner)
PCS-300 Floor
2
PCW-300
Manufacturer
Color/Finish
Notes
Construction Specialties
Anodized Aluminum
Same model at ceiling joint for Hardlid ceilings
Confirm locations of stainless steel & aluminum
RFX-3F fire barrier
Construction Specialties
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
Note: T-105 Secondary water membrane data sheet attached.
Page 2
2-HR Rated UL FF-D-1055
Structural requires 50% movement in each direction. Cover must accommodate joint opening from 1 1/2" to 4 1/2". M. Saito, RFM, 06-11-15
M. Saito
Structural requires 50% movement in each direction. Cover must accommodate joint opening from 1 1/2" to 4 1/2". M. Saito, RFM, 06-11-15
M. Saito
6-11-15
1/4"x1 3/4" MASONRY ANCHOR 18" O.C. (90H048004) (FIN: S/S)
6 3/4"
1/8" STAINLESS STEEL COVER PLATE (80S051004)
3/4"
1 1/2"
3"
GALVANIZED CLIP ANGLE (12F002001)
MODEL RFX-3F FIRE BARRIER 2-HOUR UL #FF-D-1055
3/16"x1 3/4" TAPPER 18" O.C. (90H236004) (FIN: SILVER P/S) ICC-ES#-ESR-3068 (MASONRY)
STAINLESS STEEL FOIL HEAT SHIELD
EXTEND FOIL UP TO FLOOR AND HORIZONTALLY TO END OF COVER PLANTE. M. Saito, RFM- 6-11-15
Model: PCS-300S W/ FB TM
Construction Specialties
DISCLAIMER:
PROJECT:
SCALE:
CUSTOMER:
DATE:
LOCATION:
JOB NO.:
DRAWN BY:
SHEET NO.:
www.c-sgroup.com 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 E:\Master Files\00-Test\PCS3-FB-S.dwg , 9/23/2014 8:27 AM, Matt Owens
1:2
STAINLESS STEEL FOIL . EXTEND FOIL TO TO TOP OF ANGLE. M. Saito, RFM- 6-11-15
M. Saito
6-11-15 1/4"x1 3/4" MASONRY ANCHOR 18" O.C. (90H048004) (FIN: S/S)
5 1/4" 3/16" STAINLESS STEEL COVER PLATE (80S015004)
3/4"
3"
GALVANIZED CLIP ANGLE (12F002001) 3/16"x1 3/4" TAPPER 18" O.C. (90H236004) (FIN: SILVER P/S) ICC-ES#-ESR-3068 (MASONRY) MODEL RFX-3F FIRE BARRIER 2-HOUR UL #FF-D-1055
STAINLESS STEEL FOIL HEAT SHIELD
Model: PCWS-300S W/ FB TM
Construction Specialties
DISCLAIMER:
PROJECT:
SCALE:
CUSTOMER:
DATE:
LOCATION:
JOB NO.:
DRAWN BY:
SHEET NO.:
www.c-sgroup.com 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 E:\Master Files\00-Test\PCWS3-CMU-FB-S.dwg , 9/23/2014 8:27 AM, Matt Owens
1:2
#8x2" TEK SCREW 18" O.C. (90H091002) (FIN: PLATED)
5 1/4" 3/16" ALUMINUM COVER PLATE (80S015001)
3/4"
3"
M. Saito
6-11-15
Model: PCWS-300 TM
Construction Specialties
DISCLAIMER:
PROJECT:
SCALE:
CUSTOMER:
DATE:
LOCATION:
JOB NO.:
DRAWN BY:
SHEET NO.:
www.c-sgroup.com 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 E:\Master Files\00-Test\PCWS3-GYP.dwg , 9/23/2014 8:27 AM, Matt Owens
1:2
M. Saito
6-10-15
WALL (NOT BY C/S)
REGLET AND FLASHING (NOT BY C/S)
M. Saito
6-11-15
#8 S/S PH S.M.S. 8" O.C. (NOT BY C/S)
4 1/2"
60MIL X 6" EPDM BELLOWS
2" MIN. COVER- M. Saito- RFM, 6-11-15
1/2" CLOSED CELL FOAM
CANT TOP AT HORIZONTAL APPLICATIONS (1/2" TOTAL VERTICAL OVER BLOCKING WIDTH) M. Saito- RFM, 6-11-15
3 3/4"
2" X 2", 26 GA GALVANIZED METAL RETAINER GALV. NAIL WITH RUBBER GROMMET 8" O.C. (NOT BY C/S)
3"
BRJW-300 CF
2"
4" min. FLASHING COVER. M. SaitoRFM, 6-11-15
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.
Physical Properties and typical values Astm test method
u.s. value
metric value
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
0.021 Grain/Hr•Ft2•in.Hg
1.207 NG/(PA•S•M2)
Permeance
E-96
Features •
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.
The 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
tollfree 1.800.231.6074 9209 Almeda Genoa Rd. • Houston, Texas 77075 P: 713.507.4251 • F: 713.507.4295 Email: ri@reefindustries.com
Product information • specification guide
Property
G r i f f o ly n ®
Type-105
gr i f f oly n ® ty p e-10 5