West D Shops Approved as noted

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 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



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



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



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.



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"



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"


1/2" CLOSEDCELL FOAM

3"

2" X 2", 26 GAGALVANIZEDMETAL RETAINER


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

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


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.





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.:


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.



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"



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


Phone: (800) 233-8493 / Fax: (570) 546-8022


Phone: (888) 895-8955 / Fax: (905) 274-6241

TM

DISCLAIMER:

www.c-sgroup.com

DRAWN BY:

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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


Phone: (800) 233-8493 / Fax: (570) 546-8022


Phone: (888) 895-8955 / Fax: (905) 274-6241

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6-11-15M. Saito

6-10-15M. Saito

BRJW-300 CF

REGLET AND FLASHING(NOT BY C/S)

3 3/4"

4 1/2"


1/2" CLOSEDCELL FOAM

3"

2" X 2", 26 GAGALVANIZEDMETAL RETAINER


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

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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.

West D Shops Approved as noted

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