HomeMy WebLinkAboutB09-0021 , --,
01-03-2012 Inspection Request Reporting Page 7
4:15 qm Vail,s�G tv Of
Requested Inspect Date: Wednesday,January 04, 2012
Inspection Area: MH
Site Address: 143 E MEADOW DR VAIL
LOBBY TI
A/P/D Information
Activity: 609-0021 Type: A-COMM Sub Type: ACOM Status: ISSUED
Const Type: Occ�u�pancy: Use: MIXED Insp Area: MH
Owner: SOLARIS PROPERTY OWNER LLC
Contractor: WEITZ COMPANY, INC. (THE) Phone: 303-860-6600
Description: TENANT IMPROVEMENT: MAIN LOBBY, BAR, PRIVATE FUNCTION, OFFICES (SOLARIS)
Requested Inspection(s)
Item: 540 BLDG-Final C/O Requested Time: 09:15 AM
Requestor: WEITZ COMPANY INC, THE Phone: 303-860-6600
Assigned To: JMONDRAGON Entered By: JMONDRAGON K
Action: Time Exp:
Comment: . ins a gra ars
2. install signage
3. finish exit doors
4. install accessery fixtures in Bathrooms
5. finish stairway to east public way
Comment:
Comment:
Comment: Access controlled egress door at lobby and lobby bar shall meet all requirements of section 1008.1.3.4
IBC 2003 edt. -also requires all testing to be per�ormed.
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Inspection Historv
Item: 30 BLDG-Framing **Approved**
09/23/09 Inspector: BW Action: AP APPROVED
Comment: Framing approved for the lobby area (from the collums southward) only
11/09/09 Inspector: martin Action: PA PARTIAL APPROVAL
Comment: 3rd floor
11/10/09 Inspector: Martin Action: DN DENIED
Comment: Install Z clips on supports of overhead ceiling.
Inspection was for overhead on 2nd floor onfy
11/11/09 Insp�ector: cg Action: PI PARTIAL INSPECTION
Comment: LOUNGE CEILING
Z CLIPS INSTALLED
12/01/09 Inspector: martin Action: PA PARTIAL APPROVAL
Comment: Mens room 218
Womens room 219
Lounge room 216
office stroarge 215.3
Storage room 215.2
12/01/09 Inspector: martin Action: CR CORRECTION REQUIRED
Comment: Lobby area 215.1 requiires insulation of duct to be properly done to include ties
12/31/09 Inspector: mdenney Action: PA PARTfAL APPROVAL
Comment: Prefunction 322.1, vestibule 321 and lounge hallway 214.1
03/31/10 Inspector: Martin Action: AP APPROVED
Comment: Complete with sign off of vestibule
Item: 50 BLDG-Insulation **Approved*'
11/10/09 Inspector: Martin Action: NR NOT READY FOR INSPECTION
Comment:
11/11/09 Inspector: cg Action: CR CORRECTION REQUIRED
Comment: 1)VAPOR BARRIER MISSING AT EXTERIOR WALL OF 325
REPT131 Run Id: 13925
NO�"E: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
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Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
ADD/ALT COMM BUILD PERMT Permit #: B09-0021
Project #: P�v����
Job Address: 143 E MEADOW DR VAIL Status. . : ISSUED
Location......: LOBBY TI Applied . . : 02/24/2009
Parcel No....: 210108202001 Issued...: 01/14/2070
Expires. ..: 11/29/2009
OWNER SOLARIS PROPERTY OWNER LLC
2211 N FRONTATGE RD STE A
VAIL
CO 81657
CONTRACTOR WEITZ COMPANY, INC.(THE) 02/24/2009 Phone:303-860-6600
4725 S. MONACO STREET,STE 100
DENVER
GO 80237
License: 131-A
Description:
TENANT IMPROVEMENT:MAIN LOBBY, BAR,PRIVATE FUNCTION,
OFFICES(SOLARIS)
Occupancy: MIXED Valuation: $983,125.00
Type Construction:MIXED Total Sq Ft Added: p
.....................................,....�..._._.......,....,..._,.,..,........... FEE SUMMARY .........,,.....,.._.,_..».....x.........,..........._,..«....,,._.._,,,.,.,_.,
Building Permit Fee-----> $5,532.75 Will Cal Fee-----------------> $4.00 Total Calculated Fees--------->
$28,705.54
Plan Check-------------------> $3,596.29 Use Tax Fee-------------------> $19,462.50 Additional Fees------------------> 19,246.50)
Add'I Plan Check Hours-> $110.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES------------->
a9,459.04
Investigation----------------> $0.00 Recreation Fee--------------> $0.00
' Payments°---------------------------> S9,459.04
Tota�Calculated Fees--------> $28,705.54 BALANCE DUE---------------------> 50.00
....«..............................................................:,..,...:.,.....«..,..,,.....,,«,.........:.....,......,....._,....,,.,....,.......,_..,..,,,..:..,..,,.,......,,...
DECLARATIONS
I hereby acknowledge that I have read this application,filled out in full the information required,completed an accurate plot plan,and state that all the information
as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure
according to the towns zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:00 AM-4:00 PM.
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Signature of Owner or ontractor Date •
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Print Name `
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� APPROVALS
Permit#: 609-0021 as of 01-14-2010 Status: ISSUED
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Item: 05100 BUILDING DEPARTMENT
03/12/2009 cgunion Action: CR
F:lcdev\CH RIS\PERMIT.COM M ENTS\B09-0021\B09-0021.DOC
04/29/2009 cg Action: CR SECOND CHECK
LETTER SENT.
05/15/2009 cg Action: COND APPROVED CORRECTED
PLANS WITH CONDITIONS
Item: 05400 PLANNING DEPARTMENT
03/16/2009 Warren Action: AP No planning
inspections required on this permit
Item: 05600 FIRE DEPARTMENT
05/19/2009 McGee Action: DN
42 West Meadow Drive
Vail Fire Department
Vail, Colorado 81657
970-479-2250
May 19, 2008
Review of Re-submittal B09-0021
Received Dated May 13, 2009
Plans received under B09-0021 dated received by the Town
of Vail May 13, 2009, are Denied for due cause as
follows:
1. Elements of this plan were previously submitted under
607-0275 under the title of Lobby TI Revisions. Plans
submitted for 607-0275 were Denied 03/18/09. Copy of
notes are as follows:
Lobby TI
Plans are denied for due cause as follows:
1. A08 Leather ceiling tiles not specified as to flame
spread, ticking, backing, and method of attachment.
Review and resubmit with FPE review.
2. Wood lattice work on walls does not show fire
protection, flame spread or other means of
protection.
3. Details are not clear as to whether concealed
combustible construction is present.
bld_a It_construction_perm it_041908
. 4. Recessed light fixtures extend down below place of
ceiling. Possible fire sprinkler obstructions.
5. Details indicate plywood is attached to metal studs
without drywall backing.
6. Lighting plan in Fire Command center appears to
present glare problem with panels.
7. Fire sprinkler densities are not shown. Interior
furnishings, treatment of walls and ceilings with
combustible materials and configurations appear to pose
sever threat.
8. All fire protection plans should be on RCP's.
Resubmital is required.
Solaris Lobby Re-Submital
Page 2
2. Plans submitted under 607-0275 titles Vol.2 Revisions
was Approved with conditions on 03/26/09. Conditions are
as follows:
Vol 2 Revisions
Vail Fire& Emergency Services has reviewed the plans
submitted for the above project. Findings and comments
are as follows:
Life Safety sheet LS- LC plan notes include"options"
related to CO2 ventilation and fuel storage. The
applicant must select the desired option and submit plans
accordingly.
VT01 -VT05 do not indicate ventilation elements for
pressurization, graphics, control sequencing or alarm
and detection. Recommend developing an "elevator package"
that includes the foregoing.
A5 Vertical Circulation - Plans must be coordinated
with smoke control system. The FPE should place a
Review Stamp on these sheets. A separate smoke control
"package" is required but it is reasonable they review
the A5 plans to avoid potential conflict.
These notes were also included in review comments from
John Plano, Safebuilt, dated 04/15/09.
3. A review of the current submittal indicates the plan
notes on Sheet LS-LC have not been addressed and
additional note should be added to the Fire Protection
Systems section to reflect plan notes on FP.01 to
includes the .2 density in the lobby ceiling.
4. The 1 st Level Fire Safety plan has not been updated to
reflect recent discussions on the exit passage way and
relocation of airvents.
5. Sheet A3.01 shows leather ceiling tiles. No
information has been provided to indicate the flame
sp�ead (WT-18 , WT-19).
bld_alt_construction_perm it_041908
6. Plans do not address flame spread for the WL-1 lattice
work in the lobby. Fire protection plans only loosely
ind�ate EC heads may be required.
7. Sheet A10.01 specifies UL Design U465 and indicates'/."
plywood with %:' leather. Furnish a copy of UL Design U465
showing plywood and leather.
8. Plans indicate numerous locations for leather tiles on
walls (P14A, P5, P16, P17, P18) in the lobby. Furnish
flame spread test results.
9. FA0.2 Relocate horn strobe in Reservations 327 to
reduce feedback into the Fire Command Center.
10. Cover sheet on Letter of transmittal indicates
""revisions have been made to the following six Sheet:
Lobby(Cover Sheet), LA 3.00, A5.02, A10.01, A14.01
(sheet removed) M0.04 and M2.22. Additional changes were
found in the plans resulting in an additional three hours
of review. Plan Check fees have been added accordingly.
Solaris Lobby Re-Submital
Page 3
11. Attachments to the Letter of transmittal indicate
most elements intended to address plan review comments
have been "deferred."Only two elements were addressed
(Items 13 and 30).
12. Sheet M2.22 shows a damper or supply grill in the
Fire Command Center. A smoke/fire damper is required on
each HVAC opening in the Fire Command Center.
13. FA0.1 A manual fire alarm pull station is required at
the bar per TOV Fire Alarm Standards.
14. Plans have been submitted with similar information
under two permit numbers. No statement of limitations has
been provided and no information has been submitted to
differentiate between "core and shell"vs. "Lobby TI".
Please coordinate future submittals.
In that few of the previously identified issues have been
addressed, the permit is Denied.
Re-submittal is required.
Michael McGee
Deputy Chief
Vail Fire & Emergency Services
970 479-2135
05/28/2009 McGee Action: AP Lobby TI approved
as noted:
Fire sprinkler protection of lattice work subject to
field inspection.
12/30/2009 McGee Action: AP Lobby revision
A14.01 and A14.01 b.
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See the Conditions section of this Document for any that may apply.
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� CONDITIONS OF APPROVAL
Permit#: 609-0021 as of 01-14-2010 Status: ISSUED
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Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: CON0010718
DEFFERRED SUBMITTAL ITEMS:
LOBBY FIREPLACE
LOBBY GUARD
LOBBY SIGNAGE
Cond: CON0010719
SPECIAL INSPECTION REQUIRED PER IBC CH 17
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TOWN OF VAIL, COLORADO Statement
******�******************««**************��++*�*********************�+***************�***��*
Statement Number: R100000030 Amount: $110.00 O1/14/201001:32 PM
Payment Method: Check Init: JLE
Notation: 1042 SHARON
PUCZYNSKI
-----------------------------------------------------------------------------
Permit No: B09-0021 Type: ADD/ALT COMM BUILD PERMT
Parcel No: 2101-082-0200-1
Site Address: 143 E MEADOW DR VAIL
Location: LOBBY TI
Total Fees: $9,459.04
This Payment: $110.00 Total ALL Pmts: $9,459.04
Balance: $0.00
****************�************************+*************�***+**�*************s*******�*******
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300 PLAN CHECK FEES 110.00
-----------------------------------------------------------------------------
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TRANSM ITTAL FORM
Revision Submittals:
1. "Field$et"of approved plans MUST accompany revisions.
2. No further inspections will be performed until the revisions are approved&the pe�it is re-issued.
3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance.
�Permit#(s)information applies to: Attention: � O Revisions ;
( )Response to Correction Letter
� _ �O�j - O�YL( Sola�►5 Ldbby T� attached copy of correction letter ;
(►�f'Defe�red Submittal '
( )Other �
� �
Project Street Address: � �� ;
tK 1 �si- M2.adow Driv� Description/List of Changes: �
;
�(Number) (Street) (Suite#) A�el��►`bvta� Fu l l Siz� 5 �� A�t,f D� p„d �
�Building/Complex Name: So�Gtr►S 1 6 �
N b -r �
�Contact Information: w �
jCompany: So�ariS ��eoier (7wvwr� L.I.G j
�Company Address: 221) Noi{� �,y{,a,a��_,. r--+�+ik�t� '
� ;
�City:__Vqil State: GO Zip: �Jf�S'7 �
�
�Contact Name: T�w► Daa i
I �
�Contact Phone: 97D- y79-?13S j
l
�E-Mail 1 owt. Da4 L� So l�i sVa i(_ �oM i
1
�
� S
�Valuations(Labor&Material)) j
;
3
_:Building: $ ;
;
j Plumbing: $ (use additional sheet if necessary� 3
__ ..__. __ __..._._. _____ ;
� _.._.... �
_._. __.
_...._.. .
�Electrical: $
� �Date Received:
;Mechanical: $
t Total: $ � � � � Q � �
� __ _ __ � _ __ _ __ __ _. _______� D
�EC �8 2009
TOWN OF VAIL
1-Sep-09
December 8, 2009
Mr. Martin Haeberle � � � � �7 �
Chief Building Official D
Town of Vail r �z ��;j y
75 South Frontage Road
Vail, CO 81657 � '
TG�J�!� �� ?���,s�,_.
RE: Lobby TI Plans for Solaris Development— Lobby Handrail Deferred Submittal -
(Solaris Lobby TI Permit#B09-0021)—Project Address: 141 E. Meadow Drive, Vail,
CO 81657
Dear Mr. Haeberle,
We are pleased to submit with this letter additional full size sheets for insertion into the
Solaris Lobby Permit Set. These are the same sheets (now full size) as submitted in our
11/24/09 Submittal.
Included with this letter are:
1. One Transmittal Form.
2. Four full size stamped and signed Solaris Lobby Handrail Design Sheets A14.01
and A 14.01 b with dated of 11/8/09.
Please communicate all TOV Plan Review comments to Jim Buckner of Davis
Partnership Architects at Jim.Buckner(a�davispartnership.com. Please call Tom Ogg of
Solaris at 970-479-7138 with any questions.
Sincerely,
! v��
Tom Ogg
Project Manager
Solaris Development
Attachments
�'�vva� �f Vail
OF ���� a� . PY
2211 North Frontage Rd � Suite A � Vail, Colorado 81657 � Phone 970.479.7566 � Fax 970.479.6666 � solarisvail.com
Bu��o �N
GOOD COMPANY. Submittal Transmittal
TWC,Detailed,Grouped by Number
SOLARIS PROPERTY OWNER,LLC Project# D722400
SOLARIS-VAIL
Solaris-Vail
143 E.Meadow Drive
Vail CO 81658
Te1: 970-479-7566 Fax: 970-479-6666
Date: 11/13/2009 Reference Number: 1467
Due Date 11/27/2009
Transmitted To: Transmitted By:
Jim Buckner Laura Bresette
DAVIS PARTNERSHIP ARCHITECTS THE WEITZ COMPANY-ROCKY MOUNTAIN
225 MAIN STREET,UNIT C101 365 Wood Road
EDWARDS,CO 81632 P.O.Box 6189
Tel:970 926-8960 Snowmass Village,CO 81615
Fax:970 926-8961 Te1:970-923-9500
Fax:970-923-7708
Transmitted For Delivered Via
A val E-mail
Qty Submittal Package No Description Packa e Action
1 0001 -05700-2 Lobby-Decorative C-Channel and Support Steel
Items Qty Descriptfon Notes Item Action
001 1 Lobby-Decorative C-Channel and Support
Steei,Living Design Studios Dwg E1 and 1
dated 11111/2009 and stamped by Engineer
11/13/09(revised to include forces from
added uardrail
Remarks CC:
Checking is ony tor confortnance with the design concept o( �
the Project and compliance wIM Me information given in the
cooaea Documents Conlrador �g regv«�g�ma ror Review pertormed by BCA. �fl � ���D AS NOTED �
dimensions to be oonfirmed and cortelated at the job site,
fa iMormation Nat pertains solely to the fabrication 1�JEC7ED Q REVISE RESUBMR 0
processes or b techniques of construction and ta SUBMCf SPECIflEO REM Q
coordination of the work of aR trades
C#�CI4NG 15 OS�Y FOR G'ENfRN.CONfORM4710N WITH iHE DESIGN
Nole-The ArchitecCs checlting of Shop Drawings or CCJNCf?i pF Tff PAO,�CT AND GENERAL COMPt14NCE WITH iHE
Samples shall not relieve the ConUactor ot responsibillTy of R��I�+�1'11K�N GP+EfJ W IF�CONiRACT DOCIMffNTS.ANY ACTK)N
any devialion hom tha requiremenfs of the ConUacl � � `��� TO iHE RE9lAItEMENTS OF THE PlPJJS AND
Dowments unless the Contrador has informed the SPECIFIGA3�f1S. C9PlIGtACTCMt IS RESONSIBLE FOR DIMENSIONS
Architect in writing of such deviallon at the time of '�H��8f CGXdf(N�D AND CORRELAIED AT THE JOB SffE;
submission and the MchRect has given written approval to �pp��d�TIiE�WO1M W1fF1 ALL�OTHR itiADES D�E
the specific deviation, nor shaN the Archilects checking y����yp���E��H,�,
reYeve the Contrada han iesponsibility (a errore a
anissbns in ihe SFwp Drawings or Samples. ��C�y�H��C� pC
❑ npproved ❑npproved as noted ��16NOV'0„9, C C18y BCA SPO
� No adion Requited ❑Disapproved,resubmit
DAVIS PARTNERSHIP P.C.
ARCHITECTS
�ate 11/16J09 By CRD �� ��; ����
NOtE-CONTRACTOR SHALL DETERMINE � � � ��
AND VERFIYALL FIELD MEASUREMENTS ���` � �
AND FIELD CONSiRUCTION CRITERIA � : ±' _
�� rr �3 0�
Signature Signed Date
Prolog Manager Printed on: 11/13/2009 Weitz Colorado Page 1
REVISED
STRUCTURAL CALCULATIONS
FOR
SOLARIS GLASS GUARDRAIL SUPPORT
VAIL, COLORADO
SCI #09-153
PREPARED FOR
CUTTING EDGE STEEL � � � � K E D
NOVEMBER 13, 2009 BY �.AiJ�A BRESETTE
TNE IN�ITZ COMPANY
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1:I 4 1 : � �
Descnption: L6x6x3/8'Stone Veneer Support
°fVlaterial P�opertfes •:�'.��� ;�`.'` , ��; : �.:; Ca�cu�ations er IBC 2006,CBC 2007,13th AISC
..,. w...�... P
-- --___. __ �. ...._.._- __-_------ ---
Malysis Method: Allowable Stress Design Fy:Steel Yield: 36.0 ksi
Beam Bracing: Completely Unbraced E:Modulus: 29,000.0 ksi
Bending Axis: Major Axis Bending
Load Combination 2006 IBC&ASCE 7-05
--__- ---------- ------ --.__ - --- __._ _.._----
------- _ ---___--•-------------
D(0.301 I
--- _ _.
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�
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%Cpplled L,08ds � s . ' � . Service loads entered.Load Factors will be applied for calculations.
Loads on all spans... m` -� W -m_
Partiaf Lengfh Uniform Load: D=0.30 k/ft,Exlent=0.0-•»7.0 ft
'�OFS/GN SUI�MARY �'_:� '.� �"�z.�;';. � �' r � r
------ ---_.__ ---------------- ---------- ---- -.._
Maximum Bending Stress Ratio = 0.061: 1 Maximum Shear Stress Ratio= 0.023 : 1 1
Section used for this span L6X6X318 Sectlon used for thfs span L6X6X318 I
Mu:Applied 0.459 k-ft Vu:Appiied 0.6563 k �
Mn/Omega:Allowable 7.566 k-ft Vn/Omega:Allowable zg.�p2 k �
Load Combination +D Load Combination +D �
Location of ma�cimum on span 3.500ft Locaiion of ma�cimum on span 3.500 ft
Span#where maximum occurs Span#1 Span#where maximum occurs Span k 1
;
Maximum Deflection I
Max Dovmward L+Lr+S Deflection 0.000 in
I Max Upward L+Lr+S Defleciion 0.000 In
Live Load Deflection Ratio 0 <360 �
Max Downward Total Deflect(on 0.001 in
Max Upward Total DeFlection 0.000 in
Total Deflection Ratio 43866
_- --- -------_- - ----_._- --- -- -- _ _-------------- -
----
_t Maximum,Forces&Stres�,�s,�for;Load�.Combinahons'�
Load Combination hlax Stress Ratios Summary of Moment Values T'��v Summary of Shear Values
Segment Length Span k M V Mma�c+ Mmax• Ma•Max Mnx Omega'Mnx Cb Rm Va Max Vnx Omega'Vnx
----__�...___---.__«_.__---- --
Overall MAXimum Ernelope ��
Dsgn.L= 3.50 R 1 0.061 0.023 026 -0.46 0.46 12.64 7.57 2.10 1.00 0.66 48.60 29.10
Dsgn.L= 3.50 ft 2 0.061 0 023 0.26 -0.48 0.46 12.84 ' 7.57 2.09 1.00 0.68 48.60 29.10
+D
Dsgn.L= 3.50 ft 1 0.061 0.023 026 •0.46 0.46 12.64 7.57 2.10 1.00 0.66 48.60 29.t0
Dsgn,L= 3.50 fl 2 0.061 0.023 0.26 •0.46 0.46 12.64 7.57 2.09 1.00 0.66 48.60 29.10
+D�L+H
Dsgn.L= 3.50 ft 1 0.061 0.023 0.28 -0.46 0.46 12.64 7.57 2.10 1.00 0.66 48.60 29.10
Dsgn.L= 3.50 fl 2 0.061 0.023 0,26 -0.46 0.48 12.64 7.57 2.09 1.00 0.66 48.60 29.10
+D+Lr+H
Dsgn.L= 3.50 ft 1 0.061 0.023 026 -0 46 0.46 12.64 7.57 2,10 1.00 0.66 48.60 29.10
Dsgn.L= 3.50 ft 2 0.061 0.023 0.26 -0.46 0.46 12,64 7b7 2.09 1.�0 0.66 48.60 29.10
, ,:.�. ,,,..
''�v�Cal�t(1Qaxi�nufn D�flectioii"s=UnfactoFed L"o�d§" " �;�-
_ _ __----__
Load Combination Span Max.'-'Defl Location in Span Load Combinafion Max.'+'Defl Location in Span
- ____._ . _.._._ _ _ __.__.----_ ---__ ------- --
D Only 1 0.0010 1.481 0 0000 0.000
0 Only 2 O.Q009 2.048 0.0000 0,000
Mazfmur�V�rtiGaf Reactions-Unfactored '. °
. . .,_.,. �.. ______ ___ . _ _�_.__�__ ____-- -
Support&Load Combinail Suppori Reaction
___. ___--- __.____________
__$upport i, (O Onty)_. --- _ __..0.394 k _ .
Support 2, (D Only) 1,312 k
Support 3, (D Oniy) 0.394 k
�
hl P DI ONLT
dl (FS)
hl P FI ONLY
�-�..tJ�L------------------------ ------------------------L-----------------
cl (FS)
2— C{-IANNELS —Al
ONE — CI-IANNEL — DI
ONE — GI-IANNEL — FI
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BY LAURA BRESETTE
THE WEITZ COMPANY
NQU � � 7����a
T��s check dees rwt m y�p way relieve the sabcantractot o�
supplieroli�sCan(ract�ialrQspc!�siDililiesindudingvnthoutlimr
tatron 211 of f��esponsibiliry�Yeri(y AFSerer.ry af yKAntihes
and Cimensions- /� ��
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THESE DRAWINGS WERE NOT
PREPARED �Y�TRUCTUAA�
CONSULTANTS INC.,BUT HAVE
�EEN REVIEWED F6i�
S�Rt�CTURAL ADEQUACY 4F��LS
STAIR�LEMENTS,ASSQCIATED
pND CpNNECTIt3NS ONLY.
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�_ 414-09 f''.�6Um FOR APPRO✓AL
p�VIglpNg CA7E DESCRIPIION
LIVING DESIGN STUDl05 inc
m e t a I w o r k
5717 Arapahoe Avenue Suite 1
Boulder.Colorado.80303
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NOTE� DRILLED 1 TAPP�U�Q�?fOR GV+55
ATTACHMFNT IN HS.�x2k t z" rc-A55Y.
ARE THE RFSP'0►LSIBIliT7 OF OiNERS•
T
��'+�":�;� dY STPUCTURAL
�� �.�����i S INC,, 6UT �!AVL
.��:�;�8 �EVIEWED FG�
�,;;;����RAL ADEQUACY 0�ALL
STAIR �LEMENTS, ASS4CIATED RAi!
AND Ct�NNECTIONS ONLY�
NfJfE� WELDING TO STEEL STUDS
IS SY OT71ER5. ,�,
STEEl 57LlA5 AR�BY OTNERS
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� NOTE: TH/S PERMIT Ml1ST BE POSTED ON JOBSITE AT ALL TIMES
.
.
�o�vn� �
Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657
p. 970.479.2139, f.970.479.2452, inpsections 970.479.2149
ADD/ALT COMM BUILD PERMT Permit #: 609-0021
Project #: ,��p� -�ju6
Job Address: 143 E MEADOW DR VAIL Status. . : ISSUED
Location......: LOBBY TI Applied . . : 02/24/2009
Parcel No....: 210108201001 Issued...: 06/02/2009
Expires. ..: 11/29/2009
OWNER CROSSROADS EAST ONE LLC 02/24/2009
329 MILL CREEK CIR
Vail
CO 81657
CONTRACTOR WEITZ COMPANY, INC. (THE) 02/24/2009 Phone:303-860-6600
4725 S. MONACO STREET,STE 100
DENVER
CO 80237
License: 131-A
Description:
TENANT IMPROVEMENT:MAIN LOBBY, BAR,PRIVATE FUNCTION,
OFFICES(SOLARIS)
Occupancy: MIXED Valuation: $983,125.00
Type Construction:MIXED Total Sq Ft Added: 0
................:...,......,.....,...............,...,.......,.,...,,,..........., FEE SUMMARY ........................................,.......,..,..+.,..._...,...........,.,.
Building Permit Fee--> $5,532.75 Will Cal Fee------------> $4.00 Tota�Calculated Fees---------> $28,595.54
Plan Check------------> $3,596.29 Use Tax Fee------------> $19,462.50 Additional Fees----------------> 19,246.50)
Add'I Plan Check Hours-> $0.00 Restuarant Plan Review----> $0.00 TOTAL PERMIT FEES------> a9,349.04
Investigation---- -> $0.00 Recreation Fee--------------> $0.00
Payments---- ---- -----> 59,349.04
Total Calculated Fees---> $28,595.54 BALANCE DUE-----------------> 50.00
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DECLARATIONS
I hereby acknowledge that I have read this application,filled out in full the information required,completed an accurate plot plan,and state that all the information
as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure
according to the towns zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:00 AM-4:00 PM.
� C�� �tau� �r Selo.r� Pro,��p�,�LLG (v 2
Signature of wner or Contractor ate
�TDYNL ��
Print Name
bld_alt_construction�erm it_041908
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APPROVALS
Permit#: B09-0021 as of 06-02-2009 Status: ISSUED
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Item: 05100 BUILDING DEPARTMENT
03/12/2009 cgunion Action: CR
F:\cdev\CHRIS\PERMIT.COMMENTS\609-0021\B09-0021.DOC
04/29/2009 cg Action: CR SECOND CHECK
LETTER SENT.
05/15/2009 cg Action: COND APPROVED CORRECTED
PLANS WITH CONDITIONS
Item: 05400 PLANNING DEPARTMENT
03/16/2009 Warren Action: AP No planning
inspections required on this permit
Item: 05600 FIRE DEPARTMENT
05/19/2009 McGee Action: DN
42 West Meadow Drive
Vail Fire Department ..
Vail, Colorado 81657
970-479-2250
May 19, 2008
Review of Re-submittal B09-0021.
Received Dated May 13, 2009
Plans received under 609-0021 dated received by the Town
of Vail May 13, 2009, are Denied for due cause as
follows:
1. Elements of this plan were previously submitted under
607-0275 under the title of Lobby TI Revisions. Plans
submitted for B07-0275 were Denied 03/18/09. Copy of
notes are as follows:
Lobby TI .
Plans are denied for due cause as follows:
1. A08 Leather ceiling tiles not specified as to flame
spread, ticking, backing, and method of attachment.
Review and resubmit with FPE review.
2. Wood lattice work on walls does not show fire
protection, flame spread or other means of
protection.
3. Details are not clear as to whether concealed
combustible construction is present.
bld_alt_construction�erm it_041908
4. Recessed light fixtures extend down below place of
ceiling. Possible fire sprinkler obstructions.
5. Details indicate plywood is attached to metal studs
without drywall backing.
6. Lighting plan in Fire Command center appears to
present glare problem with panels.
7. Fire sprinkler densities are not shown. Interior
furnishings, treatment of walls and ceilings with
combustible materials and configurations appear to pose
sever threat.
8. All fire protection plans should be on RCP's.
Resubmital is required.
Solaris Lobby Re-Submital
Page 2
2. Plans submitted under B07-0275 titles Vol.2 Revisions
was Approved with conditions on 03/26/09. Conditions are
as follows:
Vol 2 Revisions
Vail Fire & Emergency Services has reviewed the plans
submitted for the above project. Findings and comments
are as follows:
Life Safety sheet LS- LC plan notes include"options"
related to CO2 ventilation and fuel storage. The
applicant must select the desired option and submit plans
accordingly.
VT01 -VT05 do not indicate ventilation elements for
pressurization, graphics, control sequencing or alarm
and detection. Recommend developing an "elevator package"
that includes the foregoing.
A5 Vertical Circulation - Plans must be coordinated
with smoke control system. The FPE should place a
Review Stamp on these sheets. A separate smoke control
"package" is required but it is reasonable they review
the A5 plans to avoid potential conflict.
These notes were also included in review comments from
John Plano, Safebuilt, dated 04/15/09.
3. A review of the current submittal indicates the plan
notes on Sheet LS-LC have not been addressed and
additional note should be added to the Fire Protection
Systems section to reflect plan notes on FP.01 to
includes the .2 density in the lobby ceiling.
4. The 1st Level Fire Safety plan has not been updated to
reflect recent discussions on the exit passage way and
relocation of airvents.
5. Sheet A3.01 shows leather ceiling tiles. No
information has been provided to indicate the flame
spread (WT-18 , WT-19).
bld_alt construction�ermit_041908
� 6. Plans do not address flame spread for the WL-1 lattice
work in the lobby. Fire protection plans only loosely
indicate EC heads may be required.
7. Sheet A10.01 specifies UL Design U465 and indicates$/:'
plywood with %:' leather. Furnish a copy of UL Design U465
showing plywood and leather.
8. Plans indicate numerous locations for leather tiles on
walls(P14A, P5, P16, P17, P18) in the lobby. Furnish
flame spread test results.
9. FA0.2 Relocate horn strobe in Reservations 327 to
reduce feedback into the Fire Command Center.
10. Cover sheet on Letter of transmittal indicates
""revisions have been made to the following six Sheet:
Lobby(Cover Sheet), LA 3.00, A5.02, A10.01, A14.01
(sheet removed) M0.04 and M2.22. Additional changes were
found in the plans resulting in an additional three hours
of review. Plan Check fees have been added accordingly.
Solaris Lobby Re-Submital
Page 3
11. Attachments to the Letter of transmittal indicate
most elements intended to address plan review comments
have been "deferred." Only two elements were addressed
(Items 13 and 30).
12. Sheet M2.22 shows a damper or supply grill in the
Fire Command Center. A smoke/fire damper is required on
each HVAC opening in the Fire Command Center.
13. FA0.1 A manual fire alarm pull station is required at
the bar per TOV Fire Alarm Standards.
14. Plans have been submitted with similar information
under two permit numbers. No statement of limitations has
been provided and no information has been submitted to
differentiate between "core and shell"vs. "Lobby TI".
Please coordinate future submittals.
In that few of the previously identified issues have been
addressed, the permit is Denied.
Re-submittal is required.
Michael McGee
Deputy Chief
Vail Fire& Emergency Services
970 479-2135
05/28/2009 McGee Action: AP Lobby TI approved
as noted:
Fire sprinkler protection of lattice work subject to
field inspection.
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bld alt construction�ermit_041908
See the Conditions section of this Document for any that may apply.
bid_alt_construction�erm it_041908
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CONDITIONS OF APPROVAL
Permit#: 609-0021 as of 06-02-2009 Status: ISSUED
v.y:rr�rfr�.'►wwww�ne��eww�:rr�tt�w�►�te�wwxvexxwxv.,r��x+��wx�*R+►fr��f�www�xwww��xxi.�:+�:twtt►trtReer��wwww��rwww:�:�r,tix�tiiw:r�w+vwwwwwwwa�wvnn.�:::wtt»n�xwwwewi::�r►rRwxun�wx�rt+xxww:ww�
Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: CON0010718
DEFFERRED SUBMITTAL ITEMS:
LOBBY FIREPLACE
LOBBY GUARD
LOBBY SIGNAGE
Cond: CON0010719
SPECIAL INSPECTION REQUIRED PER IBC CH 17 �
bld_alt construction�ermit_041908
##*####4*###�*#######*#***#####*#####*##***##****#*##�i***####*##*####*#*#**#######4#***##**
TOWN OF VAIL, COLORADO Statement
****�***************����*****************�***�**���********************��********r**********
Statement Number: R090000588 Amount: $5,755.46 06/02/200901:39 PM
Payment Method: Check Init: JLE
Notation: 3428 SOLARIS
PROPERTY OWNER
-----------------------------------------------------------------------------
Permit No: B09-0021 Type: ADD/ALT COMM BUILD PERMT
Parcel No: 2101-082-0100-1
Site Address: 143 E MEADOW DR VAIL
Location: LOBBY TI
Total Fees: $9,349.04
This Payment: $5,755.46 Total ALL Pmts: $9,349.04
Balance: $0.00
******�**�*�**********r*�******�********************�*****�*********************�*****+*���*
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 BUILDING PERMIT FEES 5,532.75
PF 00100003112300 PLAN CHECK FEES 218.71
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
-----------------------------------------------------------------------------
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BUILDING PERMIT APPLICATION D�V QC�—QUU ?j
Separate Permits are required for electrical,plumbing,mechanical,fireplace,etc
Project Address- �---^ �^^V�- Project#�.���—_��f(�� ..�_.__ _�
143. E Meadow Drive, Vail, CO 81657 ;
DRB# �
_.._.---___._._.__._. .._._�______..___._.-----,-----..__.___. ....�_..___._ �c� - Gr Z (
Contractor Infortnation Building Permit#:
�,._�.__i
Company: The weitz Company Detailed Description�of Worlc: "
i
1
CompanyAddress: 965 N. Ten Mile Dr, Unit #A-1 Solaria Lobby
City: Frisco State: CO Zip: 80443
Contact Name: Chris Keran
i
Contact Ph:970-668-4700 x115 Cell: 970-319-5979 i
(Use additional sheet if necessary) i
E-Mail: Chris.Keran�weitz.com __.____._..,_�__._.___._....._._____._.._..__._._.__._..____.__- -.1
Architect(}C) Designer( ) Engineer( ) !
Town of or Registratlon No: 131-A Phone: Davie Partnerahin 970-926-896o i
X �� Fax: 970-926-8961 y
Contractor Signature(reyuired) E-Mell:Maggie.Fitzgerald�daviapartnership.com�
Proparty Information ` ~� � Work Class:� ^^� '��� j
Parcel#: 2101-082-0100-1 New(X) Addition{ ) Remodel( ) Repair( )Other( )
------.._._.. . . ......_.____ _ __._--- --__....._�.__-.--
Legal Description:Lot# P Blk# 5-D VI►oric Type: '
Interior(x) Exterior( ) Both( )
Subdivision: Vail Village Filing 1 ---------
Building Type:
Job Name: Solaris Lobbv Single-Family( ) Two-Family( ) Multi-Family( )
OwnerName: Solaris Propertv Owner, LLC Commercial( ) Townhome( ) Other(X)
2211 N E'rontage Rd, Suite A .--_...._.__.�____..__.__....._._...._..------___.__._____.._�-_.__..__._'
Mafling Address: vai1, co 81657 #8 Type of Existing Fireplaces: Gas Appliances( )
(For Parcel#Contact Eagle County assessors Office at 870-328-8640 or 'Gas Log( ) Wood/Pellet( ) Wood Burning( )
visit www.eaglecounty.us/paUe)
Valuations(Labor&Material) u #&Type of Proposed Fireplaces: Gas Appliances( ) �
Gas Log( ) Wood/Pellet( ) Wood Buming( ) �
Building$ $614,450.00
_-----------_.._....__..�-----_______.__...---.__..._.._______._.__..�
Does a Fire Alarm Facist: Yes ( ) No( ) �
Plumbing$ S 12 7,810.0 0 •
Monitored Alarm: Yes ( ) No( ) �
Electrical$ $117,9 7 5.0 0 _---~------.--- -' — -- _�
Does a Fire Sp�inkler System Exist: Yes ( ) No( )
Mechanical$ $122,890.00 •--- -----
Total$ $9 8 3,12 5.0 0 Date Received
' �n (�
_._..___.._�__. .._..�. .___.___._______._.._._.,_ _ ._____ _.__.___.__.._—..._. � � � 0 V LS
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lica-l-;w� JU�1 0 2 2009
a,�p��ca�-+ . O��gi�A,t c��p �.�
M� sp�a�'• � TOWN OF VAIL
February 24,2009 � � � � � �
D '
.1!I� 0 2 2009 (
Mr.Martin Haeberle
Chief Building Official TOWN OF VAIL
Town of Vail
75 South Frontage Road
Vail, CO 81657
RE: Lobby Plans for Solaris Development-a Deferred Submittal Area(Solazis Building
Permit#B07-0275)—Project Address: 143 E.Meadow Drive,Vail, CO 81657
Dear Mr. Haeberle,
Per our discussion on Friday 2/20/09,the Lobby Area will be permitted separately as a
Tenant Improvement. The Lobby includes Rooms 321, 322, and 243 located in the
center of Leve13 and Leve12.
Included with this letter are:
1. One Building Permit Application.
2. Check in the amount of$3593.58 for the Lobby Plan Review Fee.
Please communicate all TOV Plan Review comments to Maggie Fitzgerald of Davis
Partnership Architects at Mag ie.Fita:gerald davisgartnersliip.eam.Please call Tom Ogg
of Solaris at 970-479-7138 with any questions.
Sincerely,
�� �
Tom Ogg
Project Manager
Solaris Development
Attachments
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Town of Vail
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Transmittal Form
Revision Submittals:
1. "Field Set"of approved plans MUST accompany revisions
2. No further inspections will be performed until the revisions are approved&the permit is re-issued.
3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum),and are due upon issuance.
( ) Revisions
Permit#(s)information applies to: Attention: (�.Y'Response to Correction Letter
� attached copy of correction letter �
I 13b9—� Dd2� Sol aris L�6TT� O Deferred Submittal
( ) Other
{ Project Address:������ � ������������ ����, Description/List of Changes:
�
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�I��. ��Yl" �ds�� Dt'�y�} VAiI,_ �,D_BIGS�' � ' -r� :
; Contact Information
�p ¢/2q�D4 TbV CoN�IMe,A�"S.
; Company: �o�a1'i5 �roD�,�"'�U B W NBr. L�..C. ��,
` CompanyPh:�1D'� —�rJ� Fax: 970�K�9^��(jf�e
' Contact Name: t 81vt �,�
� Contact Ph: 9?0�N?9-7l3� Ce�e 970•3H3-089H ��
' E-nnaii: 'C'e�� (A_ Sold+'fsvci��.Ge►vi
' Town of Vail Contractor Registration No: �3�•a �W�„j��
X To�w�r9 '
j Signature(required) ',
� .- _ _
; Revised ADDITIONAL Valuations(Labor&Materials) ; ;
i
! (DO NOT include original valuation)
�
; Building$ '
� Plumbing$ '; (Use additional sheet if necessary)
I
G Elecfical$
�
� �
i Mechanical$ ` _ _ _ _ _ _
� � Date Received:
� Fire Sprinkler/Alarm$ � �� � � �
i To��a o.00 ���� �
i
. __ _ _ MAY 13 2009
✓� � �•�� TOV1.�N OF VAIL
�� �
Apr-09
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Transmittal Form
Revision Submittals:
1. "Field SeY'of approved plans MUST accompany revisions
2. No further inspections will be performed until the revisions are approved &the permit is re-issued.
3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance.
�
Permit#(s)information applies to: Attention: ( Response to Correction Letter
attached copy of correction letter
�p9- 002� So�qri5 L-vbbY "�2 ( ) DeferredSubmittal
( ) Other
Project Address: Description/List of Changes:
I�'13 Eayt' Meadow D�+v� Va��t Co 5t�1 a�i 5 Lcbby �'� ' 2N� S�}�;{}a
Contact Information
-Fer �uil�iv+� Pe�tw►�t . StP. a�4i�ackel
Company: S��A,viS PrvP�`1'4 OW11��, LLG
Company Ph:�70-K'Iq-'15�to FaX: 9ZO-479-(olot.G C3in�d�„ f'r C'°""'"'.�^� R�esr°�''"s�s_
Contact Name: TeWt f�q�
Contact Ph: °170-'tt�- ?�3U Ce��: 910-3`I3- 0864
E-Mail: To�+a. O��l G� 5n�arisv�ail . GeWI
Town of Vail Contractor Registration No: 13�- A �W�rl'z�
X �o�•��
Signature(required)
Revised ADDITIONAL Valuations(labor�Materials)
(DO NOT include o�iginal valuation)
Building$
Plumbing$ (Use additional sheet if necessary)
Electrical$
o Mechanical$
Fire SprinkledAlarm$ Date Received: � � � � � �
To��s �
D
� APR 21 2009
�
- TOV�/N OF VAIL
Deferred Submittal Letters included:
1. Lobby Fireplace Design Letter by Davis dated 4/30/09 - in response to Comments
17, 22, and31.
2. Lobby Handrail Design Letter by SCI dated 5/7/09— in response to Comments 20
and 21.
3. Lobby Signage Design Letter by Davis dated 5/8/09— in response to Comment 26.
�����
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■/���
April 30, zoo9 DAV I S
PARTNERSHIP
ARCHITECTS
Department of Community Development
Building Safety and Inspection Services
Attn: Chris Gunion, Building Plans Examiner
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
www.vailgov.com
Re: Solaris Lobby Building Permit # B09-0021
Dear Chris:
DENVER OfFICE
In response to the Second Review Check for the Solaris Lobby set dated April 2301 Blake Street,s��e�oo
29, 2009 we have the following response to item's #17 and #22. The Solaris Denver,co eozo�-s�os
Lobby Fireplace will be submitted as a deferred package once the Solaris T303.861.8555
Owner selects a Fireplace Manufacturer and we are able to complete the F 30.3.861.3027
details and drawings for this unit's installation.
�+,,�� VAIL OFFICE
�,/'°� "'�� 0225 Main Street,Unk C 101
,.- � r�"`: ''�,,,,
,r (� •''` :. " Edwards,CO 8 1 632-51 1 3
SICIC � 1��t . .�'�� �'` T 970.926.8960
� .K�-.
�� �,i � F 970.926.8961
P"!
. I � SCOTT Ml�,`i;AEL �`'
www.davisparMenhip.com
y * N�Wi�f �
Scott M Ne ,�I 20�935 �
Principal 'C�� ��,
�`��D AR �d1��
cc: Solaris Property Own , C
ARCHITECTURE • LANDSCAPE ARCMITECTURE • PLANNING • INTERIOR DESIGN elegant solutions
■���■
i�jji
■�■��
■���■
May s, 2009 DAV I S
PARTNERSHIP
ARCHITECTS
Department of Community Development
Building Safety and Inspection Services
Attn: Chris Gunion, Building Plans Examiner
75 South Frontage Road _
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
www.vailgov.com
Re: Solaris Lobby Building Permit # B09-0021
Dear Chris:
DENVER OFFICE
In response to the Second Review Check for the Solaris Lobby set dated April 2301 Bloke Street,su�re ,00
29, 2009 we have the following response to item's #26. The Solaris Owner Denver,co sozos-Z�os
has contracted separately with EEC a Signage Design firm to provide the T 303.861.8555
code and non code related signage for the Solaris project. The signage F 303.861.3027
required by the I .3.4.2 will be submitted as a deferred
submittal by ��tl�e�l�/i� ner at a later date prior to installation. VAIL OFFICE
�'w 0225 Main Street,Unit C101
� Edwards,CO 81 632-81 1 3
SIr,C y, Q c�
T 970.926.8960
- SCOTT MICHAEL F 970.926.8961
cott M v , Iq �EVfN � WwW.davispartnership.com
Principal �� 202985 �
�
. ���SFD ARG�\
cc: Solaris Prope j�f,�y�
i
ARCHITECTURE • LANDSCAPE ARCHITECTURE • PLANNING • INTERIOR DESIGN elegant solutions
TABLE OF CONTENTS
Lobby Wall and Ceiling Material Data
Flame
Abbreviation from Sheets A3.01 and Spread
A3.02 on Finish Legend Description Location Class: Notes:
1. WT18, WT19, LC1 �eather Wall Tiles Fire Side Lounge/Upper Lobby B
2. AC2 BASW Aphone Acoustical Finish System Lobby Ceiling A
3. AP2 Knoll Textiles Shoji Screen/Private Function A
4. GWC1 Grasscloth Ceiling Covering Lobby Ceiling A
5, p2 Semi-Gloss Paint BOH/Office A
6. P9 and P10 Satin Paint BOH/Offices A
7. PLST2, PLST3, PLSTC2, PLSTC3 Plaster Walls and Ceilings Offices/Lobby Ceiling A
8. RB2 and RB3 Rubber Base BOH/Storage/Offices A
9. UPH1 and UPH3 Upholstery Banquette A
10. VWC2 Vinyl Wall Coverings Vestibule/Corridor A
11. UPH2 Upholstery Banquette B
12. WDP2 and WL-1 Specification Such As: FC No. 129 Class B Fire Retardant Varnish Upper& Lower Lobby B *Flame Control Coating used to achieve a Class B Rating on WDP2 &WL-1
Specification Such As: FC No. 130 Class B Varnish Topcoat Upper& Lower Lobby B *Flame Control Coating used to achieve a Class B Rating on WDP2 &WL-1
Note: Reference Sheets A3.01 and A3.02 for Finish Legend
WT18 & WT19
LCl
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PONTE VECGHIO USA, INC.
LEATHER FLOOR &WALL COVERINGS
Product Specifciation
Aria Collection
Thickness- 3mm
Uses- Floor&Wall Tile
Full Grain Vegetable Tanned Leather Tile
Aniline-Dyed
Maximum Dimensions 24"x42"
Origin Italy I
Resistance
� Liquid Standard UNI EN 12720 Class UNI 10944 I
Assesment 4.43 Class E
Scratching Standard UNI 9428
Assesment Level 4 Baseload 1.22 �
Taber Abrasion Standard UNI 9115
RA 252.1 GA 80.73 Test Level 4
Flamibility
Test based on wall and ceiling application
Fire Standard UNI EN 13501-1
Classification of fire resistancy of the products and of the element of construction:
B-s1, d0
Test done by Istituto Giordano S.p.A.
� PONTE VECCHIO USA,INC.2956 S.W.34T"AVE.OCALA,FL 34474 352.237.981 O PHrv 352.854J949FAx
WWW.LEATHERFLOORING.COM INFO@PONTEVECCHIOUSA.COM
AC2
� Product Guide Specification
SECTION 09000
30-mm Thick Seamless Sound Absorptive Acoustical
Classic Smooth Finish System
Specifier Note: This section covers the BASWAphon Acoustical Finish System. The
system combines the BASWAphon product with an application onto a"stable"
substrate. Consult Sound Solutions Construction Services, LLC, 3900 Ben Hur Ave.,
Suite 10,Willoughby, Ohio 44094—440.951.6022 phone, www.BASWAphonusa.com
for assistance in editing this section for the specific application.
PART 1 GENERAL
1.1 GENERAL REQUIREMENTS
A. The BASWAphon Acoustical Finish System is for reduction of reverberation
time and is based on a fine porous surface that appears to be solid. The sound
energy that enters through the pores is converted into heat. The work
described in this Section, as shown on Drawings or as specified herein, shall
� be in accordance with the requirements of the Contract Documents.
1.2 SECTION INCLUDES
A. Work in this Section includes all labor, materials, equipment and services
necessary to complete the seamless sound absorptive plaster system as shown
on the drawings, and/or defined and specified herein.
1.3 RELATED SECTONS
Specifier Note: Edit the following list of related sections as required for the project.
List other sections with wark directly related to this section.
A. Carpentry—Section 06200
B. Gypsum Board—Section 09250
1.4 QUALITY ASSURANCE
A. Certified Installers:
1. At least 3 years experience installing the BASWAphon Seamless
Acoustical Finish System, employing supervisors and mechanics
� certified and approved by the North American Distributor, Sound
/� Solutions Construction Services, LLC (440.951.6022 phone)to install
��` the system.
B. New Installers:
l. New installers shall comply with all requirements of the North
American Distributor, Sound Solutions Construction Services, LLC's
(440.951.6022 phone) Certified Training Program, including, but not
limited to, the purchase of approved BASWAphon installation hand
tools and equipment as well as contracting the services of at least one �
of Sound Solutions Construction Services, LLC's full time on-site I
working Certified Trainer throughout the duration of the installation to
ensure quality and compliance with all of the manufacturer's details
and other installation requirements.
1.5 SUBMITTALS
A. Shop Drawings/Product Data
1. Base Drawings, Approved Detail Drawings and Field Measurements.
2. Show dimensioned wall elevations or ceiling plans with joint
locations, mounting details, transitions details to adjacent work,
design, weight, thickness, color and other data necessary to install the
� work and coordinate work with other affected trades.
Specifier Note: Coordinate the use of the following notes with the requirements of the
Architect and the on-site job conditions. If a mock-up is required, list size and details
that are required.
B. Samples/Mock-Up
1. Provide two 8-1/2"x 11" samples of the BASWAphon Acoustical
Finish System in color as noted in section 2.1 D below.
2. Job Site Mock-Up Area: Install mock-up of sound absorptive finish
system. Obtain mock-up acceptance before any additional
applications. Accomplish work to equal or exceed standard
established by accepted job site mock-up.
C. Acoustical Performance Certification
1. Acoustical Performance: Certified Acoustical Performance Sound
Absorption Test Report data reports, conducted by a recognized,
independent, testing agency shall be submitted upon request and meet
the following minimum requirements. Sound absorption reports shall
not be more than 3 years old. Noise Reduction Coefficient (NRC) for
�. the 1.18° (30 mm) system shall be 0.75 as per ASTM C 423-07
� Standard Test Method for Sound Absorption and Sound Absorption
Coefficients by the Reverberation Room Method. Specific
performance of the 1.18" seamless absorptive plaster system shall be
as follows:
Frequency, Hz Absorption Coefficient
100 0.16
200 0.26
400 0.69
800 1.05
1,000 1.01
1,250 1.01
1,600 0.96
2,000 0.87
2,500 0.86
� 4,000 0.71
5,000 0.76
2. Fire Hazard: Evidence of compliance with regulatory agency and
specification requirements.
1.6 REFERENCES
� Specifier Note: List standards referenced in this section, complete with designations
and titles. This article does not reyuire compliance with standards, but is merely a
listing of those used.
A. ASTM C 423-07: Standard Test Method for Sound Absorption and Sound
Absorption Coefficients by the Reverberation Room Method.
B. ASTM E 795-05: Standard Practices for Mounting Test Specimens During
Sound Absorption Tests.
C. ASTM E 84: Standard Test Method for Surface Burning Characteristics and
Building Materials. Class A Fire Rating.
1.7 DELIVERY,STORAGE AND HANDLING
A. Allow materials to become acclimated to Project conditions before
installation.
B. Ship and deliver in protective packaging to prevent freight damage.
C. Store materials in accordance with manufacturer's recommendations in a fully
enclosed space where materials will be protected against damage from
� moisture, direct sunlight, surface contamination and other causes. All wet
work must be completed in area of storage.
� D. Protect BASWAphon Base 407 and BASWAphon Top from freezing.
1.7 PROJECT CONDITIONS
A. Environmental Requirements: Comply with requirements of referenced
plaster application standards and recommendations of product manufacturer
for environmental conditions before, during and after installation.
B. Cold Weather Requirements: When ambient outdoor temperatures are below
40 deg F, maintain a continuous uniform temperature of at least 50 deg F for
at least 3 days before beginning of the material application, during its
application and until material is dry, but for at least 7 days after application is
complete. Distribute heat evenly; prevent concentrated or uneven heat from
contacting material application near heat source.
C. Ventilation: Ventilate building spaces as required to remove excess moisture
to promote drying of applied material.
D. Protect contiguous work form soiling, splattering, moisture deterioration and
other harmful effects that may be caused by the application of the material.
PART 2- PRODUCTS �
� 2.1 MATERIALS I�i
A. Installation shall be based upon the BASWAphon Sound Absorptive
Acoustical Finish System's performance; specifications, information and
details as supplied by the North American BASWAphon Distributor, Sound
Solutions Construction Services, LLC, 3900 Ben Hur Ave., Suite 10,
Willoughby, Ohio 44094, www.BASWAphonusa.com (440.951.6022 phone).
Other products and installers must meet the exact design and performance
criteria described herein. Substitutions only considered by written approval
prior to bid.
B. BASWAphon shall be provided in a total system thickness (adhesive, pre-
coated mineral wool panels, base coat and finish coat)of approximately 1.18".
C. The BASWAphon seamless absorption system shall consist of pre-coated
BASWAphon mineral wool supporting panels, which are adhered to a stable
substrate. The seams shall be filled with BASWAphon Fill seam fill. A base
coat, BASWAphon 407 and a finish coat, BASWAphon Top is applied onto
the supporting panels on site, per manufacturer's specifications. The topcoat
shall be toweled smooth to give the appearance of a smooth conventional
plaster.
Specifier Note: Coordinate the use of the following notes with the Architect's Finish
� Schedule.
� D. The base and finish coats shall be provided in the standard BASWAphon
"natural white"color.
E. The base and finish coats shall be integrally colored by the addition of
pigments provided by the North American BASWAphon Distributor, Sound
Solutions Construction Services, LLC, 3900 Ben Hur Ave., Suite 10,
Willoughby, Ohio 44094 (440.951.6022 phone). Color shall be selected by
the Architect or as noted in the Architect's finish color schedule.
F. Light Reflectance shall be 0.91 as per ASTM E1477-98a.
G. Flame Spread shall be Class A (I)per ASTM E-84.
PART 3 -EXECUTION
Specifier Note: Coordinate the requirements for section with the requirements for
gypsum board or other stable substrate that the BASWAphon Acoustical Finish
System is to be applied to.
3.1 INSPECTION
A. Examine areas where and conditions under which BASWAphon is to be
� installed and correct any conditions detrimental to the proper and timely
completion of the work. Do not proceed until unsatisfactory conditions have
been corrected to permit the proper installation of the work.
B. All substrates for the application shall not vary from plumb, level or"smooth
consistent curvature" more than �/4 inch in 12 feet.
C. Verify that all mechanical and electrical services within area of application
has been tested and approved, prior to commencement of application.
3.2 INSTALLATION
A. Install materials in accordance with the North American BASWAphon
Distributor, Sound Solutions Construction Services, LLC's, 3900 Ben
Hur Ave., Suite 10, Willoughby, Ohio 44094 (440.951.6022 phone)
installation instructions and details. Installation shall start only after all
other work in the area of the installation has been completed.
1. Install a field applied adhesive layer 3-mm thick, using
adhesive and methods in accordance with manufacturer's
installation instructions to the BASWAphon 25-mm thick Pre-
Coated panels and adhere panels to stable substrate. Ensure
that panels are set as level and as smooth to each other as
practicable.
�
� 2. Install BASWAphon Trims with approved adhesives and cover
with Pre-Coat.
3. Fill seams with BASWAphon Pre-Fill, sand Pre-Fill on panel
seams and Pre-Fill on BASWAphon Trim completely smooth
when dry.
4. Apply a 1.5-mm thick layer of BASWAphon Base-Coat 407, ,
trowel smooth, sand completely smooth when dry. '��
5. Apply a 0.5-mm thick layer of BASWAphon Top-Coat and I
trowel smooth to a quality level consistent with accepted
samples or mock-up. Note that BASWAphon is a hand
troweled finished product. Inherent in all hand troweled '�
product applications, minor trowel marks in the finished
surface may occur. Critical lighting may expose minor trowel
marks inherent in all hand troweled products. The finish
should be viewed under end-use lighting conditions.
END OF SECTION
� '
i
.
AP2
Technical Information: ImagoTM Knoll'�extiles
�
Technical Information about Imago'"
Imago'", from KnollTextiles, is made through a patented process, in which fabric is encapsulated,
in a high-performance resin called PETG (polyethylene terephthalate glycol-modified). This is a
glycol-modified version of PET, which is a member of the polyester family and widely used for
soft drink bottles.
Through the outstanding properties of PETG, Imago offers excellent performance attributes,
combining very high strength with amazing flexibility. It will not shatter. It can be bent, punched,
drilled or sawed. The KnollTextiles fabrics featured in Imago provide a range of designs, surfaces
and colors, as well as varying degrees of opacity.
Some Imago standard products come with a"hard coat"finish on each side. This hard coat
surface provides additional resistance to scratching, as well as allowing for clean up from dry-
erase markers when combined with a patented finish. Imago products with this hard coat patent
finish are shown on the price list. These products are well suited for markerboard use(even
some permanent inks can be removed with isopropyl alcohol). When heat bending with a hard
coat finished sheet, additional care may be required.
�, Other Imago standard products come with surfaces textured in a number of ways. These
products hide scratches through their texture, though they should not be specified for marker-
board use. In the event a temporary marker is used, many strong cleaning solutions(see below)
may be effective in removing the markings, without harm to the Imago. However, you must keep
liquid away from contact with unprotected edges of Imago.
As with any material, the fabricator should thoroughly test the specified Imago for use in the pro-
ject's application.
Material Properties
The following material properties are dependent on sheet thickness:
• Weight: Ibs/48" x 96" sheet
Sheet Thickness (gauge):
1/16" 1/8" 3/16" 1/4" 3/8" 12"
131bs 261bs 391bs 521bs 781bs 1041bs
• Impact Strength: Un-Notched (23° C)ASTM D4812 Nonbreak
Note:Imago material did not shatter or fracture during this strength test.Under imposition of extreme weight/pressure
impact,Imago,instead,exhibited varying levels of elongation/distortion.This does not mean that Imago cannot be fractured
under any conditions(e.g.,hit on a corner by forklift).
�
February 2006 1
Technical Information:Imago'", continued KnollTexti.les
�
• Radii Minimum for Cold Bending:
Sheet Thickness(gauge):
1/16" 1/8" 3/16" 1/4"
9�� 18�� 2�" 36°
Note:Imago sheets which are bent under non-heat moiding conditions should be heid in channels or another appropriate
system for restraint.The memory in the Imago sheets wili naturaly cause it to flatten without such appropnate restraint.Cold
bending sheets above 1/4"presents practical fabrication difficulty.
• Structural Use: Imago is not recommended for use in structural applications inconsistent with I
its impact strength,flex modulus, and other properties. Contact KnollTextiles if you have questions
regarding a specific application.
• Thickness:Gauges below 1/8" are not generally recommended for horizontal work surfaces(refer
to Flex Modulus section)
• Tolerance: Gauges 1/16", 1/8", 3/16", 1/4"
Width: 4' plus or minus 1/4"
Length: 8' plus or minus 1/4"
Gauges 3/8", 1/2"
� Width: 4' plus 1/4" or minus 2" I
Length: 8' plus 1/4" or minus 2"
All Gauges I
Gauge: gauge plus or minus 0.012" ,,
Squareness of sheet: plus or minus 1/8" li
The following material properties are not as dependent on sheet thickness;
they include:
• Fabric Bow/Skew: Fabric line may show movement of up to two inches per 48".
• Sound Transmission: ASTM E90-97 STC = 25
OITC = 20db Q 1/8" (transmission loss)
Note:Test results based on Imago with hard coat and without surface texturing
• Heat Resistance: Avoid prolonged exposure to 150°F+temperatures to avoid softening
• Water Resistance: Avoid immersing unprotected edges of Imago in liquid, which may
be wicked, or carried, by any exposed yarn from the fabric. Silicon adhesives or other
appropriate material should be applied to edges when the sheet may be exposed to liquid.
• Thermal Expansion: 0.0002 inches change in length for every 5°F change
�
February 2006 2
Technical Information:Imago'", continued KnollTexti.les
�
• UV Resistance(Regular UV inhibitors): 3,000 hrs/36 months total exposure. All Imago products
come with this as a standard
• Dielectric Constant:ASTM D150 2.40 MHz
• Dissipation Factor: ASTM D150 0.02 MHz
• Light Transmission: Product %Range(varied by color)
Allure 26-51
Delta 39
Limelight 36-41
Lucere 42-48
Mirage 31-49
Neptune 69-77
Ozone 37
Progeny 29-38%
Reverie 15-37
� • Chemical Resistance: Imago products can be exposed to most commercial cleaning prod-
ucts, including Windex, PineSol, isopropyl alcohol, and bleach solutions. Caution: Avoid
unprotected edges, the cleaning solution may damage the fabric. Imago may be damaged by
Acetone, Toluene, or abrasive substances
• Cleaning: Crayons, markers, paint, and many other substances can be easily cleaned from
Imago products that have a hard coat finish. Non-hardcoat surfaces may require commercial
cleaning products, and permanent markers may not be removable.
• General Handling Notes: Corners of Imago sheets may be chipped if sheets are dropped, or
otherwise subjected to abusive handling.
Please note which side is the face of Imago.
Sheets of Imago are generally shipped with a protective "peel coat," or mask on both sides.
• MSDS: Available upon request: 866.565.5858
• Specification Writing: AIA Masterspec: Section 08840 Plastic Glazing: Information from this
Imago Technical Information guide may be inserted in 08840, based on usage of material. Please
note that PETG takes the place of acrylic or polycarbonate in the Material Characteristics section.
�
February 2006 3
Technical Information:Imago'", continued Kno111�xtiles
�
• Flex Data: Imago Flex Modulus
Plate deflection due to its own weight
Simply supported on all four edges
Sheet Size(in) Sheet Thickness Center Deflection(in)
24 x 48 '/,s" 0.520" (33/64")
24 x 48 '/e" 0.435" (28/64")
24 x 48 3/,s" 0.238" (15/64")
24 x 48 '/a" 0.115" (7/64")
24 x 48 3!s" 0.065" (4/64")
24 x 48 '/z" 0.029" (2/64")
48 x 96 ^. '/,s" _�`; 1.312" (1 - 20/64")
48 x 96 '/s" 1.278" (1 - 18/64")
48 x 96 3/is" 1.176" (1 - 11/64")
48 x 96 '/a" 1.012" (1 - 1/64")
48 x 96 ' 3/a" " 0.807" (52/64")
48 x 96 '/z" 0.449" (29/64")
� Plate deflection due to its own weight
Clamped on all four edges
Sheet Size(in) Sheet Thickness Center Deflection(in)
24 x 48 '/,s" 0.333" (21/64")
24 x 48 '/e" 0.245" (16/64")
24 x 48 3/,s" 0.100" (6/64")
24 x 48 '/a" 0.045" (3/64")
24 x 48 3/s" 0.025" (2/64")
24 x 48 '/z" 0.011" (1/64")
48 x 96 'hs" . 0.839" (54/64")
48 x 96 '/e" 0.803" (51/64")
48 x 96 3/,s" '�°_ ` 0.698" (45/64")
48 x 96 '/a" 0.538" (34/64")
48 x 96 3/a" 0.374" (24/64")
48 x 96 '/2" 0.181" (12/64")
�
February 2006 4
Technical lnformation:Imago`", continued Knoll'I�xtiles
�
Concentrated load on center• Clamped on all four edges
Sheet Size(in) Gauge Center Load(Ib) Center Deflection
48 x 96 '/is" 0.1 0.242"(15/64")
48 x 96 '/s" 0.1 0.058"(4/64")
48 x 96 3/is" :�'. 0.1 0.014"(1/64")
48 x 96 '/a" 0.1 0.006"(0/64")
48 x 96 3/a" =�; 0.1 0.003"(0/64")
48 x 96 '/2" 0.1 0.001" (0/64")
48 x 96 '/is" � 3.0 0.752"(48/64")
48 x 96 '/a" 3.0 0618" (40/64")
48 x 96 3/�s" ;� 3.0 0.362"(23/64")
48 x 96 '/a" 3.0 0.178" (11/64")
48 x 96 3/a" ':�` 3.0 0.097"(6/64")
48 x 96 '/z" 3.0 0.040"(3/64")
� 48 x 96 '/is" � 25.0 1.525"(1-34/64")
48 x 96 '/s" 25.0 1.397"(1-25/64")
48 x 96 3/is" `�`� 25.0 1.200"(1-13/64")
48 x 96 '/a" 25.0 0.951" (61/64")
48 x 96 3/s" 25.0 688"(44/64")
48 x 96 '/z" 25.0 0.329" (21/64")
48 x 96 '/i s" 100.0 2.421" (2-27/64")
48 x 96 '/s" 100.0 2.262" (2 - 17/64")
48 x 96 3/is" 100.0 2.074"(2-5/64")
48 x 96 '/a" 100.0 1.856" (1 -55/64")
48 x 96 3/e" 100.0 1.612"(1 -39/64")
48 x 96 '/z" 100.0 1.089" (1 -6/64")
24 x 48 'hs" 0.1 0.152"(10/64")
24 x 48 '/e" 0.1 0.018" (1/64")
24 x 48 3/�s" �, 0.1 0.005"(0/64")
24 x 48 '/a" 0.1 0.003" (0/64")
24 x 48 3/a" `'-�; 0.1 0.000"(0/64")
24 x 48 '/z" 0.1 0.000" (0/64")
24 x 48 '/�s" ;;�'! 3.0 0.473"(30/64")
24 x 48 '/a" 3.0 0.312" (20/64")
24 x 48 3hs" �; 3.0 0.159"(10/64")
24 x 48 '/a" 3.0 0.098" (6/64")
24 x 48 3/e" ��;: 3.0 0.000"(0/64")
24 x 48 '/z" 3.0 0.000" (0/64")
24 x 48 '/is" -�; 25.0 0.956"(61/64")
24 x 48 '/s" 25.0 0.783" (50/64")
24 x 48 3/is" � 25.0 0.623"(40/64")
24 x 48 '/a" 25.0 0.510" (33/64")
24 x 48 3/s" 25.0 0.454"(29/64")
24 x 48 '/z" 25.0 0.400" (26/64")
24 x 48 '/is" 100.0 1.522"(1 -33/64")
24 x 48 '/e" 100.0 1.291" (1 - 19/64")
� 24 x 48 3/is" 100.0 1.113"(1 -7/64")
24 x 48 '/a" 100.0 0.986"(63/64")
February 2006 24 x 48 3/e" 100.0 0.909°(58/64") 5
24 x 48 '/z" 100.0 0.820"(52/64")
Technical lnformation:Imago`", continued KnollTexti.les
�
Building Code Compliance: Flammability and Smoke
Imago meets the performance requirements established by the United States model building
codes for light-transmitting plastics. The provisions of these codes provide adequate regulation
for most applications of light-transmitting plastics.
NFPA 101 (section 6-5.3) refers use of light-transmitting plastics for interior applications to
authorities and organizations having local jurisdiction. Such authorities and organizations rypically
adopt the US Model Building Codes, which are supported by the International Code Council
(ICC).
Light-transmitting plastics usually melt, burn, and smoke more readily than glass, metals, or
wood. As a result, for such materials, there are three specific ASTM tests, which forms the basis
for a plastic material to become recognized by ICC. These three ASTM tests are required in the
International Building Codes (IBC).
Imago Flammability/Smoke Test Results:
Test Result Data
ASTM D2843 Smoke Density Rating Pass 3 to 33°/o density vs. 75% maximum allowable
ASTM D635 Combustion Rating Pass CC-2 rating(burn less than 2.5"/min.)
ASTM D1929 Self-Ignition Temperature Pass 850°F ignition vs.650°F minimum
� Imago is a certified light transmitting plastic with ICC listed under evaluation report number
ICBO ES ER-5844. This report states that Imago is an approved plastic complying with Section
217 of the 1997 Uniform Building Code (UBC), and is an approved light-transmitting plastic
complying with Section 2606.4 of the 2000 International Building Code. For more information:
www.iccsafe.org
Note: ASTM E84/UL723 tests do not accurately characterize the flame and smoke performance
of light-transmitting plastics. These tests, virtually identical in methodology and criteria, measure
the Flame Spread Index and Smoke Density of a material relative to red oak in ceiling position.
Both standards recognize the problem with thermoplastic materials that soften and melt before
burning, unlike wood. Materials that fall to the floor of the 12" high tunnel may contribute to
ceiling burning which is unrealistic in actual installations. Because of this, the smoke generation
may become artificially high in these test conditions.
Imago Flammability/Smoke Test Results
The combination ASTM D635 and ASTM D2843 tests also measure the flame spread and
smoke density of a material, but these tests (see above) are designed specifically for plastics.
UL723/Surface Burning Characteristics:Class A Flame Spread 0 vs.25 maximum
ASTM E84 Smoke Generation 66 vs.450 maximum'
`In accordance with convention for testing light-transmitting plastics,this data was collected while sample remained in
the original test fixture position.Results do not include material that ignited on the furnace floor,for reasons noted above,
and were measured at the greatest length intended for use(8 feet).Smoke generation results would be signficantly
� improved,6(instead of the 66 above),if ineasured at the point of material ignition on the floor.
February 2006 6
Technical Information:Imago'", continued �(,�'lG�tjle�
�
Another test is UL94, a vertical flame test of light-transmitting plastics for use in electrical appli-
ances. Imago achieves a V-2 rating on this test.
If used as 15% or more of the surface area of a major component core(rypically, a panel) of an
electrified office furnishing system, Imago, under UL 1286, sections 18.1 and 18.2, should be
marked with a label indicating a smoke development index exceeding 450. This is consistent with
labeling of other decorative plastics, such as acrylic, on such systems. This section of UL 1286
requires the use of the test measurement protocol, which does not recognize the inherently
different characteristics of thermopiastics(discussed above).
A possible restriction of Imago for use when classified as a light diffusing system (typically
suspended from the ceiling) exists in the 2000 IBC section 2606.7, where in non-approved
automatic sprinkler systems, usage of plastics may not exceed 25% of the aggregate area of
the ceiling in which the panels are installed.
The statements,technical iilformation and recommendations contained herein are believed to be accurate as of the date indicated.
Properties reported herein are typical of average lots.KnollTextiles makes no representations that the Imago in any particular shipment
will conform exactly to the values shown.KnollTextiles expressly disclaims any and all liability as to any results obtained or arising from
any use of Imago or reliance on this information.No warranty is made of the fitness for use of Imago,and nothing herein waives any
of the Seller's conditions of sale.
•
I
�
February 2006 knol Itexti les.Ci�m 7
GWCl '
�
M��allcoverings
1.J
Taisho
Grasscloth and Paperweaves
MDC Wallcoverings
1200 Arthur Avenue SPECIFICATIONS
Efk Grove,Illinois 60007
te I 847.437.4000
fax 847.637.4017 Width: 36" [trimmed]
www.mdcwallcoverings.com Backing: Paperbacked
Fire Ratings: All patterns are Class A rated [ASTM E-84]
Samples &Cuttings for Approval:
Samples of Taisho patterns are available and can be sent out overnight from our Elk
Grove Village Sample Department at no charge.
Samples will be of commercial match,but may vary slightly from the actual material
� ordered.
Natural Variations:
As this is a fine natural product,these materials have a tendency to show color variation.
These variations are natural and inherent qualities which add to the beauty and character
of the wallcovering. Due to the nature of the product color matching can not be
guaranteed from order to order.
Environmental Statement:
All Taisho items are manufactured using natural sustainable components. Conserving
natural resources and safeguarding the environment is fundamental to our corporate
philosophy.
Ordering:
Orders may be placed with a MDC representative or directly with the MDC Customer
Service Department.
MDC Wallcoverings Customer Service
800-621-4006 phone
800-430-6807 fax
www.mdcwall.com
Grasscloth,bamboo and paper weaves are the natural choices for today's
environmentally sensitive designers. With a wide array of textures,patterns and color
shadings,this sophisticated and elegant selection offers a style to complement any
decor. The designs truly harmonize pattern and texture with a quality that stimulates
multiple sensory perceptions at once.
�
SE�T 6Y: 10-22- 4 ; 2:58PM ;55vRI FIRE TECH�OLOGY- $�7 43? 9537c# 7111
�
�' SaUTHWEST RESEARCH INSTITU � �m
8220 CUI,f.BRA qD. 78238•5166 • P.O.DHAWER 28510 78228•0510 • 3AN ANT4NIp,TEXA6,U6A • (210)68i•5111 A WWW,SWRI.ONQ
CHEMkSTRY AND CHBMICAL EE�GINEERING DIV{SION
DEPARTM�►+iT OF FtflE TECHNOLDQY
WWW.FIRE,9WRI,ORG
�AX(210)622•33T7
INVESTIGATION OF THE S�JR�AC�BURNiN'G
CI�r�RACTERISTICS OF A OA36 IlV.THICK WQV�N
T�XT�IRED WALLCOVERING W�'I'F�A,PAk�R
BACT�ING,ADBERED TO 0.25 IN.THYCK l+'IHER
REIN�'URCED GEMENT BOARD USII�iG ROMAN'S
AEAVY DUTY CLEAR ADHESiVE(FRO•$38)
MAT��t1AI.YU; PPG�133,GLASSCLO'I`II
WAT.LCOVERING
� � FINAL R�P'f)RT
C�nsisting of 5 pages
SwRI�Project Nu.: 01.1(1083.O1.Y41b
Test Date: March 2S,20Q4
Report Date; March 29,2U04 I
Prepared for:
Mll(:1YALLCOVERINGS
1200 AR77iUR AVEIVIJE
ELK GROVE VIL�.AGE,IL GftOay
Prep�red by: Reviewed and Appro�ed by:
��° ,� ����'�/�...�.
Anthany L.Sauceda Keith R.Willson,Ph.D.
Engineering Te�b�nologist Gmoup Leader
Material Flammability Sec;tion Dopartment af Fire Technofogy
rnts repart is tar thelnfOrmatlIXt d tlw akM. IC fttdv 40 Y!!d M 1p CnWlly tor pte purposa oi sa[wYp prodat aazpmnc�Hom dWY
cansuntAd approvaf a�nhalUes�TMs reoort slmY rok be ropo0v0e0 lt�onPt tn fug,wW�aR the wltroen appraral af SwRT.Ndther tl�ls
rt{WK not Mte neMe d fhe Instltri02 4iatl b!us7tl In pULtldry Of idYeUSh9.
DE7ROIT.MICHIGAN (298)3'�3•29'SO • MQU9TQN,TEKA9 (713)877-137� r WA9NINQTON,DC (sOt)881•0?2G
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SEhT BY� 10-22- 4 � 2�5�P1i �S�vR 1 F I RE TECHIVOLOGY-+ 847 437 9537:� 8/1 I
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Ity'I'R()DUCTx'�.N
7fiis report presents the results of an AS�'M E 84 test on a speci�7en submitted by the Client,tested ut
Southwest Research Institute's(SwRI's)Departa�enE of F�ire Tecrinolagy,tocated in San Anconio,�'exas.The test is
coaducted in accordanc;e with the prac�ciu�r�e autlined in ASTM�84-03, "5tandard't'est Method for Sur�ace
Burning Characteristics o�Rullding Materials"(NFP,A,255,ANSWL 723�nd U�G 8-]).
Titis rsst m�thod is appllcob2e ta ex�osed Rurfaces,such ns ceilings or watls,provided that the materiQl or
assecttbly of materials,by its own st�vctural qu8liry or tk�manner in which it is tested and intended fqr use,is
capable c�f supporting itseIf ir1 p�ition or being supportcd during the tes-t period.The tast'ss condacted with the
material in the cetling gosition. �
'1'hc purpose vf chis tesc method is to determine ttse rclative Uuming behavior of the m�terial by obse.rving
the flsme sprend alang the�pecimen.Flame Spres►d and Srrwke Aevelnped index arc rapnrted.HUwevec',ChCre is
not necessarily a relationship between these two rneasurements.
This stands�rd shuutd be used ta meacurc and desc�t'�be the responsc of materiuLs,produ�cls,or
assemblics tu heat avd tlame under cuntralleci eonditiqns and shautd noi be used to dcscribc or upprnise thc
�re-hazard or fire-risk of materials,produets,orassemblics un�ier actual fire canditione.However,results
uf the test roay be used as elemcnte of a f5re-hazard assessment or a�re-risk assessment which takes into
srxouut aU of the foctora�vhich are pertinent to an assessment of the t�re hs�zard or Pu�e ristc af a particular ,
end use.
Tcst speeiu�ens ace wnditiuned ag appropuuce in an atmosphece irutintained between 68 and 98°F and 45
cc�55%relAtive h umidity.Immediateiy prior to the test,the specimen is rrx�unted in die fumace with the side to be
test�ed facing the test flame.Sametimes,because of thc nature of the material undergoing testing,additionai supgQrt
� (e.g.wire,wire a��d rods,rods,andior bars)is used to ensure that the specimen will remain in position during th�
test.lfie use of supporting maicrials on the underside of the test spec3men may lower the Flame Spread Index frorn
that which might be obiained if tht specimen couId be tesEcd without such support,nnd the test results do nat
�ecessarily relate to indices obtaineci by testing materiels without such au�rt.
i
The flame front posidon and light abscuration are recorded throughout the i0-minute test and used to 'i
calculate the Flame Spread and Smnke Develnped indiCCS.�'be temperature at 23 ft is alsb recu[ded.'fhe�larn� '
Sprend and Smoh,e Developed indices repoited herein are relative to the results obtained for mineral fiber-
rcinforced ceme.nt boncd und select grade red oak(t�isture content between 6 and 8%).Ths mineral fiber- �
reinforced cement bnard ic the calibration material usacl to obtain 0 values for Flam�Spread and Smoke;ted oak
decks are used tc�obtain l0U values fnr Flame Sproad and Sr�oke.
'Z'he resuiw apply specificrilty to the speciraens eested, ;n the rnanner testzQ, and not co che eatire II
production uf these or sirr�ilar mareriais,nor to the performance when used iu combirtation with ot6er matezi;sls. �
Two model building cades(2000Internation&1 tiuilding Codep,Cf�apter 8 Fnt�riorFinishes,Section 803
Wall anr!Ceiling Fir:ishes;NFPA S�UO,Chepter 141nterior Fbiish,Sec:aon 10.3 Interivr Wall nr Ceiting Fia£sh
Testing and L'lassifieation)classify rraater�als based on the Flamc�pread and Smoke Deveioped indices.For I
:reference pur��ses,the clay�sificatiun cri4cri�a�e list�below:
Cl�ssificadon Fiame$ read lndex .Srnoke I?evelo ed Index
A 0-25 0-450
B 26-75 Q-450
C z6—zoo a—aSa
� MAC WAlicovuiogs 2 SwRI Prq{ect Na 01.10083Ai.1416
SE�� BY� 10-22- 4 ; 3.00PM ;SwRI FIRE TECH\OLOGYy 8�7 43� 9537;� 8/11
�
A5T1V�E 84-03 REPO�T
CLIENT: MDC WALLCOVERINGS
SWRI PR07ECT NO.: 01.1IX183A1.141b
TEST DATE: MARCI-�25,2004
llAII.Y TES'T N�.: 5
DESCR�'TION OF SFECIM�.N
r]ATE RECF..I'VED: 17-lvtaz-20Q9�
MATERIAL lU:* PPG 1133
TRAUE NA1vIE:� Glasscloth'V4►allcovering
DESCRIPTION: Woven textxued wall cavering wzth a paper b;,cking
CONSTRUCTTON: Wall caverivg was adhered over 0.25 in.thick fiber reinforced
c;�ment board with Heavy Daty Clear adh�sive(Pro-838}
THICTCNPSS: 0.436 in.(nominal)
� UNTF tNEIGH'£: 7.13 oz/sq yd
COLQIL•* Natural
SUBSTRA"t'E:* 0.2�in.ihick fib�r rel�fui�ced cemen[bvard
ADHESIVE:* Roinan's Heavy riuty Clear Walle�vexing Adheci�e(Pm-838)
SPECIMBN SIZE: Three sectians,24.0 in.wiuie x 9b.0 in.long
FREPAR��B Y: S wRI staff on March 18,200�1
CONDITI4NING TI1vIE: 7 days�t 70°F and 50%relative humidity
� From Client's material rlescriptian andlor instructiona
�, Mix:weucovesings 3 swtuNrojeccNu: o�.t�,o�.�au,
SE�T BY� 1�-22- 4 ; 3:OOPh1 ;S�vRI FIR� TECHNOLOGY, 8�7 �37 9537;�10!11
�
ASTM E 8403�PURT
cL�rrT: �c wa�..cov�xttv�s �
SWRIPRO,tECTNQ.: p1.1OD83,Ol,lalb
TEST DATE: MARCH 25,2(�4
I7AII.Y TEST N(3.: 5
TEST RESUT.TS(ItOUN�IED TD NEAREST 5)
,FLAME SPRSAA ZN�BX(F5Y}: 15
SMU1C�UEVELOPBA INDEX(SDI}: 0 I
I
mEST DATA
U1�TROIJNAED�SI: 12.6 I
UMtOUNDED SDI: 0.0 I
FS*'T1M�AREA(f1t*Mit1): 24.5
SMOKE AItEA(�lo'�Mill}: 3.2
FIJ�,L AREA("F*Min): 532G.1 ,
UBSERVA7'IQNS DURING TEST
� iGNITION TIlV1E(Min:Sec): Q:46
MA3CIlViUM FLA.Iv��RpNT ADVANCE(Ft.}: 3.0
TIME TO MAXIMUM ADVANC.:�(Miu:Sec): 2:18
MAXIMUI�TENI�'.AT EXPOSED TC{°�: s�o
�'IIvI�TO MA,XIMUM TEMP.(Min:Sec): 9:51
TQTAL�UEL BURNED(Cu.Ft,): 53.0
DR��PING(Min:Sec); Nane
FLAIvITNCi ON Ff..Q�R(Min:Sec): None
AF'�'E1�T.AME TOP(Min�:Sec): 0:26
AFTEEtFLAME FI.(10R(M1n:S8c): None
CALIBRAT1pN DATA(LAST RED OAK�
RED pA�C SMOKE AREA(%*Min}; 87.0
RED a.AK FUEL AREA(°F*Mip): 9614.1
GRG BOATtD F[TEL ARHA(°F'"Min): 5363.1
i
I
. •
� yDC WaOcoverin�s 4 SwRiProject No: 01.10083.01.141n
SE�� BY� 10-22- � c 3�01PM ;S�vRI FIRE TECH\'QLOGY� 847 437 9537;�11/11
•
ASTN1 E$403 REP4RT
CLIENT: MUC WA�,LCOVERINGS
SWftt t'1tOJEGx NO.: U1.1QQ83,OZ.i41b
'T�ST DATE: MARCH 25,2004
DAII.Y'�ST N'U.: 5
l.iGHT OHSCURATION
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Time, Mlnutes
FLAM�$PREAD
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.�._.._. W.�. €
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0 1 2 3 4 5 6 7 8 9 1fl
Time, Minutes
� nwcwa�tcovaines S swR����cr�: ni.�►xuss.ni.iaao
P2
� AURAO
�- Benjamin Moore�° SEMI-GLOSS WATERBORNE
Paints INTERIOR PAINT 528
. . - .. - -
•Extreme hide never more •Provides a mildew resistant
than two coafs in any color coating AURA=Semi-gloss Finish is part of an innovative paint and
•Color Lock�Technology, •Stains wash off easily colorant system integrating the best technologies to deliver
no color rub-off superior durability for any color along with the promise of
long lasting beauty. In addition to using 100%acrylic latex,
•Good touch up •Self priming proprietary resins have been incorporated to give the product its
•Easy application •Long lasting fresh look extraordinary performance properties.
appearance
•Easy clean up
. �-. . .
Residential or commercial applications where a flat finish •Do not apply when air and surface temperatures are below
with the highest performance characteristics are desired. 50°F(10°C)
New or previously painted wallboard,plaster,masonry and •Only GENNEX�Waterborne Colorants can be added to AURA�
wood;primed or previously painted metal;new or coated paint
acoustic ceilings. It is ideal for surfaces where maximum
durability is required and lasting color is desired.Allow paint
to dry two weeks before washing.
Technical Data' Pastel Base
Colors
— Standard: (01)White Vehicle Type Acrylic&proprietary resins
Pigment Type Titanium Dioxide
� Volume Solids 39%
— Tint Bases: 1X,2X,3X, &4X Theoretical Coverage At 400-450 Sq.Ft.
Tint Bases only with GENNEX�Waterborne Colorant. Recommended Film Thickness
Recommended Film Thickness — Wet 4.0 mils
— Dry 1.6 mils
— Special Colors: Contact your Benjamin Moore&Co. representative. Dry Time @ 77�°F — Dry To Touch 1 Hour
(25°C)@ 50/o RH — To Handle 1 Hour
— To Recoat 3 Hours
Certification: Dries By Evaporation,Coalescence
-Class A(0-25)over non-combustible surfaces in accordance with ASTM E-84
-MPI 54 Viscosity 101 t 2 KU
-VOC compliant in all regulated areas
Flash Point None
,�h, g�reen
�� romis� Gloss/Sheen Flat(50-60 @ 85°)
Surface Temperature at application –Min. 50°F
Based on independent,third-party laboratory testing,the Green Promise T"" –Max 90°F
designation ceRifies that this product meets or exceeds each standard shown in Thin With: See Chart
the following chart.
Clean Up Thinner Clean Water
LEED� Greenguard� Greenguard CHPS VOC
Children& (Collaborative for Weight Per Gallon 10.8 Ibs.
Schools� High Performance
scnoois Storage Temperature –Min. 40°F
48.0 /L –Max. 90°F
Technical Assistance Volatile Organic Compounds(VOC)�
Available through your local authorized independent BENJAMIN MOORE� 48.0 Grams/Liter
retailer. For the location of the retailer nearest you, call 1-800-826-2623, 0.40 Lbs./Gallon
see www.ben�aminmoore.com,or consult our local Yellow Pa es.
0 Reported values are for Pastel Base.Contad Benjamin
Moore&Co.for values of Wher bases or colors
�
8enjamin Moore&Ca., 101 Paragon Drive,Montvale,NJ 07645 Tel.(201) 573-9600 Fax(201) 573-9046 ewaw.beniaminmoore.com M72 0528 US 11/OS
AURAO Interior 100%Acrylic Semi-g/oss Finish Paint(528)
Surface Preparation pp���ion
� Mixing of Paint:Stir thoroughly before and during use.
Surfaces to be painted must be clean,dry,and free of dirt,dust,grease,oil,
soap,wax,scaling paint,water soluble materials and mildew.Remove any Use the same brushing techniques as you would for any low-VOC
peeling or scaling paint,and sand these areas to feather edges smooth with compliant interior coating.Benjamin Moore recommends an extra firm
adjacent surfaces.Glossy areas should be dulled.Drywall surfaces must be nylon polyester brush for besl results.
free of sanding dust.Spot prime with AURA�Semi-gloss Finish Paint
before and aker filling nail holes,cracks,and other surface imperfections. Aura�offers excellent flow and leveling.Do not over brush in the attempt
to smooth out brush marks.
New plaster or masonry surfaces must be allowed to cure(30 days)before
applying base coat. Cured plaster should be hard,have a slight sheen and We recommend the Benjamin Moore�Aura�shed-resistant,3/8"nap
maximum pH of 10;soft,porous or powdery plaster indicates improper cure. roller cover for best results.Aura�dries faster than other acrylic paints,so
Never sand a plaster surface; knife off any protrusions and prime plaster avoid lap marks by maintaining a wet edge.Roll out vertical sedions in 3'
before and after applying patching compound. Poured or pre-cast concrete to 4'widths.
with a very smooth surface should be etched or abraded to promote
adhesion, after removing all form release agents and curing compounds. If your edge begins to dry or you see that you missed a spot and the paint
Remove any powder or loose particles. is already setting up,allow it to dry completely before touching up that area.
Difficult Substrates: Benjamin Moore & Co. offers a variety of specialty This product can also be sprayed;refer to the chart below for spray
primers for use over difficult substrates such as plaster, bleeding woods, recommendations.
grease stains,crayon markings,hard glossy surtaces,galvanized metal,or
other substrates where paint adhesion or stain suppression is a particular Thinnin /Cleanu
problem. Your BENJAMIN MOORE� retailer can recommend the right Conditioning with Benjamin Moore�518 Extender may be necessary
problem-solving primer for your special needs. under certain conditions to adjust open time or spray characteristics.The
chart below is for eneral uidance
WARNING!If you scrape,sand,or remove old paint,you may release lead Mild conditions Severe conditions
dust. LEAD IS TOXIC. EXPOSURE TO LEAD DUST CAN CAUSE Humid(RH>50%)with no Dry(RH<50%), in
SERIOUS ILLNESS, SUCH AS BRAIN DAMAGE, ESPECIALLY IN dired sunlight&with little to dired sunlight,
CHILDREN. PREGNANT WOMEN SHOULD ALSO AVOID EXPOSURE. no wind or wind conditions
Wear a NIOSH approved respirator to control lead exposure. Clean up
carefully with a HEPA vacuum and a wet mop. Carefully clean up with a Brush: Add 518 Extender or
HEPA vacuum and a wet mop. Before you start, find out how to proted Nylon/ water:
yourself and your family by contading the National Lead Information Hotline Pol ester Max of about 1/2 pint
at 1-800-424-LEAD or log on to www.epa.gov/lead. Roller: or 8 fl.oz.to a gallon
3/8'Aura� No thinning of paint
Roller Cover necessary Never add other
Primer/Finish Systems Spray:Airless paints or solvents.
Pressure:
1500-2500 psi
AURA�Semi-gloss paint is self priming on most surtaces.AURA�will ad as Tip:0.011-0.015
its own primer,providing the optimal foundation for the subsequent finish .012-.074 Fine Finish tips produce excellent spray results in the 500-
� coat.On bare substrates two coats are required;previously painted 1000 psi range.
surfaces can be finished with 1 or 2 coats.
Special Note:For certain deep colors,AURA�Color Foundation must be
used to achieve maximum hide and the desired topcoat color.Consult your
retailer. Cleanup: Wash painting tools in warm soapy water immediately after use.
Spray equipment should be given a final rinse with mineral spirits to prevent
Wood,New: rusting.
Primer/Finish:1 or 2 coats AURA�Semi-gloss paint. USE COMPLETELY OR DISPOSE OF PROPERLY. Dry, empty containers
may be recycled in a can recycling program.Local disposal requirements
Wood,Repaint: vary; consult your sanitation department or state-designated
Primer:Spot prime painted wood as needed with AURA�Semi-gloss paint. environmental agency on disposal options.
Finish:1 or 2 coats AURA�Semi-gloss paint.
Plaster/Wallboard,New: EIIVIPOIIIII@Iltal, Health �Safety Information
Primer/Finish:1 or 2 coats AURA�Semi-gloss paint.
Use only with adequate ventilation. Do not breathe spray mist or
Plaster/Wallboard,Repaint: sanding dust. Ensure fresh air entry during application and drying. Avoid
Primer:Spot prime as needed with AURA�Semi-gloss paint. contact with eyes and prolonged or repeated contad with skin. Avoid
Finish:1 or 2 coats AURA�Semi-gloss paint. exposure to dust and spray mist by wearing a NIOSH approved respirator
during application, sanding and clean up. Follow respirator manufacturers
Masonry,New: diredions for respirator use.Close container after each use.Wash thoroughly
Rough or Pitted Masonry: after handling.
Primer:SUPER SPEC�Latex Block Filler(160).
Finish:1 or 2 coats AURA�Semi-gloss paint. FIRST AID: In case of eye contact,flush immediately with plenty of water
for at least 15 minutes;for skin, wash thoroughly with soap and water. If
Smooth Poured or Precast Concrete: symptoms persist, seek medical attention. If you experience difficulty
PrimerlFinish:1 or 2 coats AURA�Semi-gloss paint. breathing, leave the area to obtain fresh air. If continued difficulty is
experienced,get medical attention immediately.
Masonry,Repaint:
Primer:Spot prime painted masonry as needed with AURA�Semi-gloss paint. IN CASE OF SPILL—Absorb with inert material and dispose of as
Finish:1 or 2 coats AURA�Semi-gloss paint. specified under Thinning/Cleanup.
unpainted Meta�(Ferrous): KEEP OUT OF REACH OF CHILDREN
Primer:IRONCLAD�Latex Low Lustre Metal&Wood Enamel(363/C363)
or�RON��,��A�kyd�ow�ustre►u�eta�&wood Ename�(C�ssrz�ss). PROTECT FROM FREEZING
F���Sn:�o�2��S orauRa�sem�-9ioss Pa��t. Refer to Material Safety Data Sheet for additional
health and safety information.
� Benjamin Moore 8 Co.,101 Paragon Drive,Montvale,NJ 07645 Tel.(201)573-9600 Fau(201)573-9046 www.benjaminmoore.com M72 0528 US 11/08
BENJAMIN MOORE,AURA,FRESH START,GENNEX,IRONCLAD,MOORE'S,SUPER SPEC,
and the triangle"M"symbol are registered trademarks,and GREEN PROMISE is
a trademark,licensed to Benjamin Moore&Co. �2008 Benjamin Moore&Co. All rights reserved
LEED�,GREENGUARD�,&GREENGUARD Children&Schools�are re istered trademarks belon in to their res dive com anies.
P9 & P10
� AURAR li
Benlamin Moor�� SATIN WATERBORNE
�` INTERIOR PAINT 526
Paints
- . - ..- -
•Extreme hide never more •Provides a mildew resistant
than two coafs in any color coating AURA Satin Finish is part of an innovative paint and
•Color Lock°Technology, •Stains wash off easily �lorant system integrating the best technologies to deliver
no color rub-off superior durability for any color along with the promise of
long lasting beauty. In addition to using 100%acrylic latex,
•Good touch up •Self priming proprietary resins have been incorporated to give the product its
•Easy application •Long lasting fresh look extraordinary performance properties.
appearance
•Easy clean up
. - �-. • .
Residential or commercial applications where a flat finish .Do not apply when air and surface temperatures are below
with the highest perFormance characteristics are desired. 50°F(10°C)
New or previously painted wallboard,plaster,masonry and .Only GENNEX�Waterborne Colorants can be added to AURA�
wood;primed or previously painted metal;new or coated paint
acoustic ceilings. It is ideal for surfaces where maximum
durability is required and lasting color is desired.Allow paint
to dry two weeks before washing.
Technical Data' Pastel Base
Colors
— Standard: No ready-mixed colors are available. Vehicle Type Acrylic 8 proprietary resins
� Pigment Type Titanium Dioxide
Volume Solids 38.2%
— Tint Bases: 1X,2X,3X, &4X � Theoretical Coverage At 350-400 Sq.Ft.
Tint Bases only with GENNEX Waterborne Colorant.
Recommended Film Thickness
Recommended Film Thickness — Wet 3.8 mils
— Dry 1.4 mils
—SpeCial Colors: Contact your Benjamin Moore&Co. representative. Dry Time @ 77�°F — Dry To Touch 1 Hour
(25°C)@ 50/o RH — To Handle 1 Hour
— To Recoat 1 Hour
Certification: Dries By Evaporation,Coalescence
-Class A(0-25)over non-combustible surfaces in accordance with ASTM E-84
-MPI 43 Viscosity 103 t 2 KU
-VOC compliant in all regulated areas
Flash Point None
,�h, Preen
�� �.�mis�, Gloss/Sheen Flat(28-38 @ 85°>
Surface Temperature at application –Min. 50°F
Based on independent,third-party laboratory testing,the Green Promise T"" –Max 90°F
designation certifies that this product meets or exceeds each standard shown in Thin With: See Chart
the following chart.
Clean Up Thinner Clean Water
LEED� Greenguard� Greenguard CHPS VOC
Children& (Collaborative for Weight Per Gallon 11.3 Ibs.
Schools� High Performance
Scnoois) Storage Temperature –Min. 40°F
48.0 /L –Max. 90°F
Technical Assistance Volatile Organic Compounds(VOC)�
Available through your local authorized independent BENJAMIN MOORE� 48.0 GramslLiter
retailer. For the location of the retailer nearest you, call 1-800-826-2623, 0.40 Lbs./Gallon
see www.ben�aminmoore.com,or consult our local Yellow Pa es.
0 Reported values are for Pastel Base.Contact Benjamin
Moore&Co.for values of other bases or colors
�
Benjamin Moore&Co., 101 Paragon Drive,Montvale,NJ 07645 Tel.(201) 573-9600 Fax(201) 573-9046 www.beniaminmoore.com M72 0526 US Ot/09
AURA�Safin Waterborne/nterior Paint(526)
SurFace Preparation pp ���on
�, Surfaces to be painted must be Gean,dry,and free of diA,dust,grease,oil, Mixing of Paint:Stir thoroughly before and during use.
soap,wau,scaling paint,water soluble materials and mildew.Remove any Use the same brushing techniques as you would for any low-VOC
peeling or scaling paint,and sand these areas to feather edges smooth with compliant interior coating.Benjamin Moore recommends an extra firm
adjacent surfaces.Glossy areas should be dulled.Drywall surfaces must be nylon polyester brush for best results.
free of sanding dust.Spot prime with AURA�Satin Finish Paint �
before and after filling nail holes,cracks,and other surface impertedions. Aura offers excellent Flow and leveling.Do not over brush in the attempt
to smooth out brush marks.
New plaster or masonry surfaces must be allowed to cure(30 days)before � �
applying base coat. Cured plaster should be hard,have a slight sheen and We recommend the Benjamin Mo�ore Aura shed-resistant,3/8"nap
maximum pH of 10;soft,porous or powdery plaster indicates improper cure. roller cover for best results.Aura dries faster than other acry�ic paints,so
Never sand a plaster surface; knife off any protrusions and prime plaster avoid lap marks by maintaining a wet edge.Roll out veAical sedions in 3'
before and after applying patching compound. Poured or pre-cast concrete to 4'widths.
with a very smooth surface should be etched or abraded to promote
adhesion, after removing all form release agents and curing compounds. If your edge begins to dry or you see that you missed a spot and the paint
Remove any powder or loose paRicles. is already setting up,allow it to dry completely before touching up that area.
Difficult Substrates: Benjamin Moore 8 Co. offers a variety of specialty This product can also be sprayed;refer to the chart below for spray
primers for use over difficult substrates such as plaster, bleeding woods, recommendations.
grease stains,crayon markings, hard glossy surtaces,galvanized metal,or
other substrates where paint adhesion or stain suppression is a particular Thinnin /Cleanu
problem. Your BENJAMIN MOORE� retailer can recommend the right Conditioning with Benjamin Moore�518 Extender may be necessary
problem-solving primer for your special needs. under certain conditions to adjust open time or spray charaderistics.
The chart below is for eneral uidance.
WARNING!If you scrape,sand,or remove old paint,you may release lead Mild conditions Severe conditions
dust. LEAD IS TOXIC. EXPOSURE TO LEAD DUST CAN CAUSE Humid(RH>50%) Dry(RH<50°/), in
SERIOUS ILLNESS, SUCH AS BRAIN DAMAGE, ESPECIALLY IN with no dired sunlight dired sunlight,
CHILDREN. PREGNANT WOMEN SHOULD ALSO AVOID EXPOSURE. &with little to no wind or wind conditions
Wear a NIOSH approved respirator to control lead exposure. Clean up Brush: Add 518 Extender or
carefully with a HEPA vacuum and a wet mop. Carefully clean up with a N lon/Pol ester water:
HEPA vacuum and a wet mop. Before you start, find out how to proted Roller: Max of about 1/2 pint
yourself and your family by contading the National Lead Information Hotline 3/8"AURA Roller or 8 fl.oz.to a gallon
at 1-800-424-LEAD or log on to www.epa.gov/lead.
Cover No thinning of paint
necessary Never add other
Primer/Finish Systems Spray:Airless paints or solvents.
Pressure:
1500-2500 psi
AURA�Satin paint is self priming on most surfaces.AURA�will acl as Tip:0.011-0.015
its own primer,providing the optimal foundation for the subsequent finish .012-.014 Fine Finish tips produce excellent spray results in the 500-
� coat.On bare substrates two coats are required;previously painted 1000 psi range.
surfaces can be finished with 1 or 2 coats.
Special Note:For certain deep colors,AURA�Color Foundation must be
used to achieve maximum hide and the desired topcoat color.Consult your
retailer.
Cleanup: Wash painting tools in warm soapy water immediately after use.
Wood,New: Spray equipment should be given a final rinse with mineral spirits to prevent
Primer/Finish:1 or 2 coats AURA�Satin paint. rusting.
USE COMPLETELY OR DISPOSE OF PROPERLY. Dry, empty containers
Wood,Repaint: may be recycled in a can recyGing program.Local disposal requirements
Primer:Spot prime painted wood as needed with AURA�Satin paint. �ary; consult your sanitation department or state-designated
Finish:1 or 2 coats AURA�Satin paint. environmental agency on disposal options.
Plaster/Wallboard,New: EIlVl�011111@Iltal, Health �Safety Information
Primer/Finish:1 or 2 coats AURA�Satin paint.
Plaster/Wallboard,Repaint: Use only with adequate ventilation. Do not breathe spray mist or
Primer:Spot prime as needed with AURA�Satin paint. sanding dust. Ensure fresh air entry during application and drying. Avoid
Finish:1 or 2 coats AURA�Satin paint. contad with eyes and prolonged or repeated contad with skin. Avoid
exposure to dust and spray mist by wearing a NIOSH approved respirator
Masonry,New: during application, sanding and clean up. Follow respirator manufacturers
Rough or Pitted Masonry: directions for respirator use.Close container after each use.Wash thoroughly
Primer:SUPER SPEC�Latex Block Filler(160). after handling.
Finish:1 or 2 coats AURA�Satin paint. FIRST AID: In case of eye contad,Flush immediately with plenty of water
Smooth Poured or Precast Concrete: for at least 15 minules; for skin, wash thoroughly with soap and water. If
Primer/Finish:1 or 2 coats AURA�Satin paint. symptoms persist, seek medical attention. If you experience difficulty
breathing, leave the area to obtain fresh air. If continued difficulty is
Masonry,Repaint: experienced,get medical attention immediately.
Primer:Spot prime painted�masonry as needed with AURA�Satin paint. IN CASE OF SPILL—Absorb with inert material and dis ose of as
Finish:1 or 2 coats AURA Satin paint. P
specified under Thinning/Clednup.
Unpainted Metal(Ferrous):
Primer:IRONCLAD�Latex Low Lustre Metal&Wood Enamel(363/C363) KEEP OUT OF REACH OF CHILDREN
or IRONCLAO�Alkyd Low Lustre Metal&wood Enamel(C1s3/z1s3). PROTECT FROM FREEZING
Finish:1 or 2 coats of AURA�Satin paint.
Refer to Material Safety Data Sheet for additional
health and safety information.
� Benjamin Moore&Co.,101 Paragon Drive,Montvale,NJ 07645 Tel.(201)573-9600 Fax(201)573-9046 www.benjaminmoore.com M72 0526 US 01/09
BENJAMIN MOORE,AURA,FRESH START,GENNEX,IRONCLAD,MOORE'S,SUPER SPEC,
and the triangle"M"symbol are registered trademarks,and GREEN PROMISE
is a trademark,licensed to Benjamin Moore&Co. �2009 Benjamin Moore&Co. All rights reserved
LEED,GREENGUARD &GREENGUARD Children&Schools are re istered trademarks belon in to their res edive com anies.
�"� PLST2 & PLST3
�
� PLSTC2 & PLSTC3 ,
m VENEER PLASTER & HI-ABUSE BRaN�
,� VENEER PLASTER SYSTEMS
► BASIC USE • The gypsum core will not • Same application techniques as
Veneer Plaster Systems may be support combustion or transmit for conventional plaster.
National Gypsum Company specified for virtually all types temperatures greatly in excess . Greater crack resistance than
2001 Rexford Road of artition and ceilin con- of 212°F(100°C)until com-
Charlotte, NC 28211 p g letel calcined,a slow one�oat systems.
strudions,including wood or P Y
(704)365-7300 steel framing,or furring and process. • Can be applied directly to
Technical Information: masonry.For both residential � concrete block.
Expansion and contradion
1-800-NATIONAL and commercial buildings, under normal atmospheric
either of veneer laster LIMITATIONS
(1-800-628-4662) tYPe P changes are negligible.
system produces a wall more • Not recommended for exterior
Fax:1-800-FAX NGCI nail-po�rresistant than conven- One-Coat Systems:Uni-Kal and u�.
(1-800-329-6421) tional lath and plaster. X-KALibur
Internet Home Page: • Plaster must be kept dry until
www.nationalgypsum.com Hi-Abuse plaster baseboard is • Requires only one plastering used.It must be stored off the
designed for use in wall assem- material on the job. ground,under cover and away
09 26 13/NGC BuyLine: 1100 blies in areas where abuse from moisture sources.
resistance is a major concern. • Slightly lower in-place cost
► than two-coat system. • Not to be used in interior
ADVANTAGES areas where diredly exposed
• Can be applied directly to to free water or severe moisture
Venner Plaster Systems are inte- • Rapid installation reduces concrete block.
grated systems consisting of a overall construction time. conditions.
4'-wide sum lasterin Two-Coat System:Kal-Kote �
gyp p g Not to be used in areas
base called Kal-Kore with a • Appearance and surface of
conventional laster at lower • Kal-Kote System may be used subjected to temperatures
special,highly absorptive p for plaster-embedded electric exceeding 125°F(52°C)for
paper surface that is covered cost than regular plastering. radiant heating cable systems. extended periods.
with thinly troweled,special . High resistance to cracking, (Continuea'next page�
purpose plasters. nail-popping,impad and
abrasion failure. SIZES
Three types of Veneer Plaster KAL-KORE GYPSUM WALLBOARD
Systems are available: • Veneer Plaster Systems provide P�eces
� Uni-Kal sunNO:a one-coat an excellent base over which Size Thickness Edge Per Bdl.
plaster system. paints or other finishes should 4'x8'through�6' 3/s" Tapered 2
X-KALIbUI'BRAND:8 011e-COdt, be applied. (1219)mm x 2438-4877 mm) (9.5 mm)
extended set time plaster 4'x8'throu h 16' 1/2°(12J mm) Ta ered 2
• Mill-mixed laster com nents g P
System. P I� (1219)mm x 2438-4877 mm) 1/2"FSK-C(12J mm)
Kal-Kote srsnNO•a two-coat help assure uniform installation
rformdnCe and ua�i . 4'x8'through 16' S/8"FSK(15.9 mm) Tapered 2
p�dSter sy5tem. � 9 tY (1219)mm x 2438-4877 mm) 5/8°FSK-C(15.9 mm)
Kal-Kore aanNO Plaster Base is a'x8'chrough 12' S/s"FSK Hi-Abuse 1�5.9 mm) Tapered 2
erected in the same manner (1219)mm x 2a38-3658 mm)
for each system.Kal-Kore is a
tapered edge gypsum plastering �ob Name
base with a blue absorptive
face paper surface designed to
permit rapid trowel application Contractor �dt2
and strong bond of Kal-Kote
Base Plaster,Uni-Kal,and
X-KALibur one-coat plasters.
Also available foil backed,
Fire-Shield(rype X)and
Hi-Abuse Fire-Shield.
Hi-Abuse Kal-Kore Fire-Shield
Type X plaster base panels
consist of a fire resistive type X
gypsum core encased in a blue
absorptive face paper designed
to permit rapid trowel applica-
tion of veneer plaster systems
and strong liner paper on the
back side.
�
. I
PRODUCT BAG WEIGHT COVERAGE SURFACE BURNING • When Uni-Kal or X-Kalibur
CHARACTERISTICS will be applied,do not install
4L-KOTE 80 Ibs. (est.l 1/16"(1.6 mm)on Kal-Kore Kal-Kore or Hi-Abuse Kal-Kore
SECOAT (36 kg.) Base, 150-170 sq.ft.(1.2-1.4 M') ��TM E f34
Flame spread(Face):15 too far in advance of plastering
ASTER per bag.One coat to level over Flame spread(Back):50 or less since the bond can be adverse-
masonry, 80-100 sq.ft.t0.65- ly affected if face of Kal-Kore or
0.80 M')per bag. Hi-Abuse Kal-Kore has become
KAL-KOTE 50 Ibs. (estJ 1/16°(1.6 mm)coat � faded from light.If Kal-Kore or
SMOOTH FINISH (22.5 kg.) troweled on Kal-Kote Basecoat Hi-Abuse Kal-Kore has become
Piaster, 145-160 sc�.ft.(1.17- APPLICABLE STANDARDS faded,apply Kal-Kote Base
1.30 M')per bag. AND REFERENCES Plaster or a bonding agent to
KAL-KOTE 50 Ibs. (est.) 1/16°(1.6 mm)coat �TM C 843 obtain good bond.
� ASTM C 844 . The use of an um board,
TEXTURE FINISH (2�.5 kg.) troweled on Kal-Kote Basecoat National Gypsum Co.Gypsum Y�
Plaster, 145-160 sq.ft.(1.17- Construdron Guide face or back surface other than
130 M')per bag. Kal-Kore will adversely affecc
RECOMMENDATIONS the bond between piaster and
UNI-KAL 50 Ibs. (est.)3/32"(2.4 mm)on Kal-Kore base board.
(22.5 kgJ Base, 135-150 sq.ft.(1.09- Installation of Veneer Plaster
1.2 M')per bag.One coat to should be consistent with • Framing spacing is limited and
level over masonry, 70-80 sq.ft. methods described in the partition heights are reduced
(0.57-0.65 M')per bag. noted standards and references in comparison with some
X-KALibur 50 Ibs. (estJ 3/32°(2.4 mm)on Kal-Kore
and as indicated below. standard constructions.
(22.5 kgJ Base, 135-150 sq.ft.(1.09- When Uni-Kal or X-Kalibur are • Veneer Plaster Systems are to
1.2 M')per bag.One coat to applied in a thin coat 3/32" be installed with maximum
level over masonry, 70-80 sq.ft. thick and troweled to a smooth deflection criteria of U240.
(0.57-0.65 M')per bag. finish,they provide a durable, . Hi-Abuse Kal-Kore Fire-Shield
abrasion-resistant surface for framing spacing should not
further decoration.They may exceed 16"o.c.to provide
also be worked to a variety of impact resistance as cited.
textured finishes,by adding
FASTENERS sand if desired. • Hi-Abuse Kal-Kore and Kal-Kore
FOR ATTACHING KAL-KORE plaster bases must be stored off
Veneer Plasters are forrnulated the ground and under cover.
Framing Kal-Kore Fastener Fastener Spacing to provide a working time of SuffiCient riSefs mUSt{7e Usec�to
�w U2°(i 2.�mm) T S Screws i z"o.c.nnax. approximately 1 hour.Mix only
YPe assure support for the entire
wr,-�ds& i°(2s.a mr„)for s�r,gle layer (305 mm> that quantity of plaster which length of the plaster base to
Furring 5/8"(15.9 mm) 1-5/8"(41.3 mm)for two-ply can be applied and finished
prevent sagging.
Wood 3/8"(9.5 mm) 1-1/4"(31.8 mm)annular or Ceiling 7"o.c. wlthin 1 hour.
Framing 4d box nails* (178 mm)Max. COMPOSITION AND
• Set times will be affectetl by
1/2"(12.7 mm) 1-1/4"(31.8 mm)annular or Sidewalls 8"o.c. job site conditions such as �TERIAIS
5d box nails* (zo3 mm)Max. minerals in the water,cleanli- Gypsum veneer plasters are mill
5/8°(i 5.9 mm) �-3/s°(34.9 mm)annular or ness of the tools and by the mixed with lime,except Kal-
6d box nails* addition of various materials Kote Base,requiring only the
*Altemate:On walls,t-tia°(31.8 mm)Type W screws are spaced 12°(305 mm) used to adjust the working addition of water to make them
when framing is 24"o.c.(610 mm),16"(406 mm)when framing is 16"o.�.(ao6 mm>. characteristics of the plaster. ready for use.Texture Finish
National Gypsum only recom- contains graded silica sand.
mends commercial accelera- Kal-Kore and Kal-Kore Fire-Shield
tors or retarders manufadured
for those specific purposes. are manufadured panels with
SPACING OF FRAMING OR FURRING a gypsum core encased in spe-
• Veneer Plasters are designed cial absorptive paper.Available
Type of framing or furring Kal-Kore Thickness Max.spacing c to c for trowel application and are in regular or type X cores.
wood 3is°(9.5 mm) *�e'(ao6 mm) not suitable for conveyance or
i�z°(i2�mm> *{2a°(6�o mm) application by conventional Neither plasters nor base board
5/8"(15.9 mm) 24"(610 mm) Contdln asbestos.
plastering machines.
"'Metal 3/8^(9.5 mm) N.A. Hi-Abuse Kal-Kore Fire-Shield is
�/z°(iz.�mm) �6°(406 mm) • Compared to conventional
5/8"(15.9 mm) 24"(610 mm) plasters,Veneer Plaster Systems a manufadured panel with a
N.A.-Not Approved. are more subject to beading gypsum core encased in special
*Bound edge of Kal-Kore must be at right angles ro framing for ceiling or walls. (ridgifl�dlld CfdClClflg dt tlle absorptive paper.Available in
oints under ra id d in con- tYpe X core only.
"Bound edge of Kal-Kore must be at right angles to joists,16°(406 mm)maximum 1 P ry g
spacing for bound edge of Kal-Kore parallel to joists. ditiOnS SUCh as t}lose CaU52C�bY
***On ceilings,saew furring channel[7/8"(22•2 mm)depth�shall span 48"(1219 mm) low humidity,high temperature
maximum.Resilient furring channel[1/2"(12J mm)depth]shall span 24"(610 mm) and/or high draft exposure.
maximum.For greater spans,1-5/8°(413 mm)Screw Studs may be used as Ceiling
Furring Channels provided they are secured with Flanges up(open side up)at spans • A bonding agent must be
not to exceed:6'(1829 mm)at 12"o.c(305 mm)spacing,5'6"(1676 mm)at 16"o.c clpp�l2C�t0 Il1011O�lt}11C COf1Cf2te,
�(406 mm)spacing and 5�(1524 mm�a�24"o.c.(6i o mmJ spac�r,g. to portland cement plaster and
to old gypsum plaster surFaces
prior to application of veneer
plaster systems. (Continued next page)
TYPES ACCESSORIES ► DECORATION
Two-Component Systems Kal-Mesh:A coated fiberglass Job site conditions of temperature I
� Kal-Kore,Kal-Kore Fire-Shield and tape which can be stapled to FIRE RESISTANCE and humidity,mineral content I
Hi-Abuse Kal-Kore Fire-Shield: Kal-Kore to reinforce all joints Kal-Kote:Fire ratings equivalent of water and variances in
Tapered edge gypsum plastering and interior angles. to those of drywall systems can aggregates often cause shading
base. be obtained b a I in the discolorations in the plaster.
Kal-Korner Bead.•A special galva- Y pp Y g Therefore,the veneer laster
Kal-Kote Basecoat Plaster:A nized bead with a 1/8"ground corresponding Kal-Kore type P
high-strength basecoat plaster and 1-1/4"flanges used to rein- and thickness over the same should not be considered a
for application 1/16"minimum force exterior corners. framing member size and spac- finished product.Plaster should
in with the same fasteners be painted or decorated in
thickness over Kal-Kore,mason- �' some other manner.Paint man-
ry or monolithic concrete that Expanded Ueneer Cornerbead.• and 1/8"of Kal-Kote plasters.
has been treated with a bond- Used as an alternative to the ufacturers should be consulted
Kal-Korner Bead for exterior Uni-Kal:Fire ratings equivalent as to compatible products.
ing agent. to those of d all s stems can
corners.Galvanized steel with rY�' Y National Gypsum recommends
Kal-Kote Smooth Finish:A white, 1-1/8"Flanges. be obtained by applying the alkali-resistant primers forrnu-
smooth trowel finish applied corresponding Kal-Kore type lated for use over new plaster.
using conventional plastering Ueneer L Trim Casing Bead:Used and thickness over the same
as a finished edge at door and framing member size and High build,heavy duty and
techniques and suited for fur- �,�,indow jambs;galvanized spacing with the same fasteners special purpose coatings such
ther decoration such as paint- steel. and 3/32"of Uni-Kal. as Epoxy are not recommended
ing or papering. Uni-Kal or over veneer or job gauged lime
X-KALibur Plaster may be UeneerJ Trim Casing Bead:Used X-KALibur.Fire ratings equivalent putty finishes.
used as an alternative. as a finished edge at door and to those of drywall systems can
Kal-Kote Texture Finrsh:Provides Window jambs by slipping over be obtained by applying the
a variety of decorative textured �ge of plaster base;galvanized corresponding Kal-Kore type
surfaces.Contains graded steel. and thickness over the same
silica sand. E-ZStrip Control Joint:An framing member size and
extruded vinyl control joint spacing with the same fasteners
One-Component Systems to relieve sVesses in Veneer and 3/32"of X-KALibur.
Kal-Kore,Kal-Kore Fire-Shield and Plaster Systems. 1 Hour Rating:5/8"Hi-Abuse
Hi-Abuse Kal-Kore Fire-Shield.• Kal-Kore Fire-Shield Type X
Tapered edge gypsum plastering .093 Zinc Control Jornt.•All zinc plaster base screw attached
base. control joint designed to vertically to both sides of 20
relieve stresses in Veneer au e 3-5/8"studs s aced
� Uni-Kal Plaster.Designed for Plaster Systems. g ,g ,p
trowel application using com- 16' o.c.with 1-1/4' long,type
mon plastering techniques. APPLICABLE STANDARDS S screws spaced 8"o.c.along
Uni-Kal is a specially designed edges and 12"o.c.in the field
single component veneer plas- Kal-Kore is manufactured to of the board.Plaster base
ter for application over tapered conform to ASTM Specification joints staggered.
ed e 1/2"re ular or 5/8"Kal- C 1396 and CSA A82.27.
g g Kal-Kote Smooth Finish:Requires
Kore Fire-Shield.The strength Kal-Kore ASTM C 1396 the addition of water only.It
of Uni-Kal is less than a two- may also be used as a finish
component system,but provides Hi-Abuse Kal-Kore for conventional base coat
a surface resistant to abrasion, Fire-Shield
Plaster Base ASTM C 1396 p�asters.Small amounts of
cracking and nail-pops. commercial retarder may be
X-KALibur Plaster.X-KALibur Kal-Kote Base cautiously used to slow the
may be used as an alternative Plaster ASTM C 587 setting time when used over
to Uni-Kal for trowel applica- Uni-Kal Plaster ASTM C 587 conventional basecoat plasters.
tions when extended working Kal-Kote Smooth Finish is not
time is desired.X-KALibur is a X-KALibur Plaster ASTM C 587 designed to be applied directly
single component veneer plas- to Kal-Kore Wallboard.
ter for a lication over ta red Kal-Kote Smooth ASTM C 587
PP I� Kal-KoteTe�ure Finish:Applies
edge 1/2"regular or 5/8"Kal- Kal-KoteTexture ASTM C 587 as a finish coat over Kal-Kote
Kore Fire-Shield.The strength Base.It requires the addition
of X-KALibur is less than a two- Kal-Korner Bead ASTM C 1047
of water only.Kal-Kote Texture
component system,but provides Expanded Veneer Finish is not designed to be
a surface resistant to abrasion, Corner Bead ASTM C 1047 applied directly to Kal-Kore
cracking and nail-pops. Wallboard.
Veneer L
' Kal-Kote Smooth Finish,Kal-Kote Trim Casing ASTM C 1047
Texture Finish,Uni-Kal and
X-KALibur may be used as a Veneer J
finish coat over conventional Trim Casing ASTM C 1047
plaster base coats of Gypsolite E-Z Strip
and Two-Way Hardwall as Expansion Joint ASTM C 1047
manufactured by National
� Gypsum Company. .093 Zinc
Expansion Joint ASTM C 1047
•
�
�
l�lr��'ft)/7c��� ���
��/�l�[;�����
�r• Excel%nce Across 11re Boa�d
110625 Rev 02/06
RB2 & RB3
ohnsonite��
�
T Product Specification
� • � � � . , � , ; , . Perceptions'"Rubber Wall Base
Recess(RWDC or RWDCT for toeless):
�. PROPRIETARY PRODUCTIMANUFACTURER ■ .125"(3.17 mm)thickness
■ 4-114"(10.8 cm)height
�.� Proprietary Product:Resilient Rubber and Vinyl Wall Base ■ Straight(Toeless)and Angled(Toe)Profiles
■ 4'(1.22 m)straight and 120'(36.58 m)coiled lengths ',
t2 Manufacturer.
Johnsonite, Inc., Spire(RWDC-XX-A):
16910 Munn Road ■ .125"(3.17 mm)thickness
Chagrin Falls,Ohio 44023 ■ 4-114"(10.8 cm)height
Phone: (800)899-8916 ■ Angled(Toe)Profiles
(440)543-8916 ■ 4'(1.22 m)straight and 120'(36.58 m)coiled lengths
Fax: (440)543-8920
Tech: Ext 297 Quad(RWDC-XX-C):
Samples: E�299 ■ .125"(3.17 mm)thickness
Web: www.johnsonite.com ■ 4-1/4"(10.8 cm)height
E-mail: info@johnsonite.com ■ Angled(Toe)Profiles
■ 4'(1.22 m)straight and 120'(36.58 m)coiled lengths
�.3 Proprietary Product Description:
Inside and Outside Comers available with 4"(10.16 cm)retums
�.3.� Construction:Johnsonite Rubber Wall Base is manufactured
from a proprietary thermoplastic rubber formulation designed 2. PRODUCT PERFORMANCE AND TECHNICAL DATA
specifically to meet the performance and dimensional 2.� Hardness:ASTM D 2240 Rubber-85 Shore A;Vinyl-90 Shore A
requirements of ASTM F-1861, Type TP, Group 1 (solid)
Standard Specification for Resilient Wall Base. 2z Flexibility:Will not crack, break,or show any signs of fatigue
when bent around a 1l4"(6.4 mm)tliameter cylinder.
� Johnsonite Vinyl Wall Base is formulatetl from a homogeneous
polyvinyl chloride (PVC) composition combined with high quality 2.3 Meets or exceeds the performance requirements for
additives and colorants designed specifically to meet the resistance to heat/light aging, chemicals, and dimensional
performance and dimensional requirements of ASTM F-1861, stability when tested to the methods, as described, in ASTM F-
Type TV,Group 1 (solid)Standard Specification for Resilient Wall 1861.
Base. 2.a Fire Resistance:
�.3.2 Physical Characteristics: Vinvl Wall Base
2.4.1 ASTM E 841NFPA 255(Flame/Smoke)-Class B,<450
Traditional Wall Base
2.az ASTM E 648(NFPA 253):Critical Radiant Flux-Class 1
Rubber(DC):
■ .125"(3.17 mm)thickness Rubber Wall Base
■ 2-112" (6.35 cm), 4" (10.16 cm) high, and 6" (15.24 cm) 2.4.3 ASTM E 84/NFPA 255(Flame/Smoke)-Class A,<450
height 2.a.a ASTM E 648(NFPA 253):Critical Radiant Flux-Class 1
■ Straight(Toeless)and Coved(Toe)profiles
■ 4'(1.22 m)Straight and 120'(36.58 m)coiled lengths 3. INSTALLATION
■ 6"(15.24 cm)profiles Packaged in 100'(30.48 m)lengths
Vinyl(CB or CBT for toeless): 3.� The installation of Johnsonite Rubber and Vinyl Wall Bases
■ .080"(2.03 mm)and.125"(3.17 mm)thicknesses should not begin until the work of all other trades has been
■ 2-1/2"(6.35 cm),4"(10.16 cm),and 6"(15.24 cm)heights completed, especially overhead trades. Areas to receive wall
■ Straight(Toeless)and Coved(Toe)Profiles base shall be clean,fully enclosed, weathertight, and maintained
■ 4'(1.22 m)straight and 120'(36.58 m)coiled lengths at a uniform temperature of at least 65�F for 24 hours before,
■ 6"x.125"profiles packaged in 100'(30.48 m)lengths during, and after the installation is completed.The wall base and
adhesives shall be conditioned in the same manner. Coiled wall
Inside and Outside Comers available with 4"(10.16 cm)returns base shall be uncoiled and lay flat for at least 24 hours at 65� F
prior to installation. Floors and walls shall be clean, dry, free of
dust, all paints, wallpaper, and all other foreign material, which
� may affect proper adhesive bonding. Wall Base may be installed
WALL BASE PS 081206 O 2006 Johnsonite,Inc. A Tarkett Company.
• I
�O�SO��G' product S ecification
P
�
on interior plaster, gypsum wallboartl, concrete, masonry,
mineral-reinforced cement board or similar porous surfaces. Wall
Base shall not be installed on surfaces that will be exposed to
drastic temperature changes or moisture.
3.2 Adhesives:
Porous Surfaces
Johnsonite 960 Acrylic Cove Base Adhesive
Application: 118"square notch trowel
Coverage:approximately 250 linear feet of 4"Wall Base
Non-porous Surfaces
Johnsonite 945 Contact Bond Adhesive
Application: Brush or roller
Coverage:approximately 360 sq ft/gallon
3.31nstallation Manual: Refer to Johnsonite Wall Base
Installation Instructions for complete installation details.
a. AVAILABILITY AND COST
a.t Available through authorized Johnsonite distributors
nationwide.
5. WARRANTY
� 5.� Limited 1 year warranty. For complete details, contact
Johnsonite or an authorized Johnsonite distributor.
s. MAINTENANCE
s.� Refer to Johnsonite Wall Base Installation Instructions for
complete maintenance details.
7. TECHNICAL SERVICES
�.� Samples: Submittal samples for verification and approval
available upon request from Johnsonite. Samples shall be
submitted in compliance with the requirements of the Contract
Documents.Accepted and approved samples shall constitute the
standard materials which represent materials installed on the
project.
�.2 For current Installation and Maintenance Instructions, Protluct
Specifications, and other technical data, visit us on the web at
www.johnsonite.com or contact Johnsonite at 1-800-899-8916.
•
WALL BASE PS 081206 O 2006 Johnsonite,Inc. A Tarkett Company.
UPHl & UPH3
�
Collection: Anniversary Collection
Pattern: Velving Stripe 7915 Color: 7915-01 Warm Beige
7915-02 Sage
7915-03 Gold
7915-04 Apple
7915-OS Tangerine
7915-06 Deer
7915-07 Cherrywood
7915-08 Mink
7915-09 Licorice
��'� �3t � �� <���: ..- .• ��:
��� ����� � •�$��� k .
♦ .. r
i�.�M i �11' yl°�'� '� MilK iT Y
{}�� '.4 , fr y��w*�F'�r ar:.v���
�Af .�� � �k�'� :� Y�1*i.�y�M�y+M�Yi�i'_�
�F+It+1iM M�i
�� � .� .� y� .tY �t �`����w
M '�Y �"
"� �i � �i�w.�Tw�♦r aYSi
a�#� ..�, � �« �� '1�` (r+r�.w•ir lr r�1yY yAt a
��► � !' 1M' ..P In. .# pr ,.� '�� ��'�4 /iFF M�4�fYV
w *
� Mltl�C 7915-�g
Width: 54"
Contents: 52%Acrylic, 31°/a Viscose, 17% Polyester
Finishing:
Repeat:
Wear Test: Over 50,000 Double Rubs (Wyzenbeek)
Flammability: Passes California Bulletin 117E
ASTM E-84 Class A (Adhered)
LJFAC Class 1
NFPA 260 Class 1
Light Fastness: 40 Hours Class 4.5 (AATCC 16A)
Crocking:
Tearing Strength: ASTM D 2261 (Tongue)
Breaking Strength: ASTM D 5034 (Grab)
Cleaning Code: S
Application: Upholstery
� Special Note:
Origin of Fabric: Belgium Fabric Weight(L/I'): 26 oz.
VWC2
� INNOVATIONS
IN WALLCOVERINGS, INC.
PRODUCT SPECIFICATION DATA SHEET
Pattern Name: WAVY WATER
Type: Type II
Composition: 100% Vinyl
Total Weight: 20 oz. /lineal yard
Backing Type: Osnaburg
Vinyl Gauge: 10 gauge
Width: 54"
Repeat: Non-Match
Full Roll: 30 yards
Flame Rating: Class "A"
Flame Spread: 25
Smoke Developed: 45
� GENERAL INFORMATION
This 54" Type II vinyl meets or exceeds all federal specifications as defined
by CCC-W-405D and Industry Voluntary Standard CFFA-W-101A for Type
II material. This vinyl meets or exceeds the ASTM E-84 Tunnel Test with a
Class "A" fire rating.
Warrantv
Innovations warrants that for a period of 3 years all its wallcoverings are
guaranteed to be first quality and free of manufacturing defects. This
warranty applies only to professionally applied installations according to
our recommended Hanging Instructions.
�
150 VARICK STREET.NEW YORK,NY 10013•TEL:212/807-6300•FAX:212/807-1944
UPH2
-�. �.� �. �,{�
� ��� ,,,�"�� �?� x ��`•``� ` ,�W "�. Hand-antiquing gives these hides a wilder"old"look.A couch in a ski
� �;�' � " � '� lodge,a lobby,a media room,all great in BRULEE.
,,, ��, -�,.. � .
.� ._-�,+. �„� .�}.:-`„� k..+
m.r ''�.� w�,M.w�- ��, .
. .� �' Name: Brulee
- "-�
Available Colors: 6
` Size: Average 55-60 square feet
Contents: European full grain aniline-dyed cowhide;
" . ,., " ..-,: - hand-antiqued
� � " � � Custom: Yes
• � �
�
FLAMti1ABIL1"IZ'
Boston Fire Code(BFD 1X-1) Pass i
California Technical Bulletin l 17 Class 1 �I
� Cigarette Ignition Resistance(NFPA 260) Class 1
Ignitability of Upholstered Seating by Smouldermg&Flaming pass
Sources(BS5852)
[MO Resolation A.652(16) Pass
Surface Building Characteristics of Budding Materials(ASTM E R4) Class B
LEATHER SPECIFICATIONS
Content full grain aniline-dyed cowhide
Finish pure aniline,hand antiqued
GreenGuard Cert�ed Yes
Sizc avg.55-60 sq.ft.
Sryle Brulee
Thickness 1.0-1.2mm(3oz)
PERFORMANCE CHARACTERISTICS
Abrasion-ASTM D 3884 N/A
Breaking Force-ASTM 2208(1001bs) 352
Crocking-ASTM D 5053 Class 4-5
Elongation-ASTM D 2211 (20/50%) 20.8
Flex-W-Flex Pass
Light Fastness-72 Hrs/93'C Class 4-5
Tearing Strength-ASTM D 4705(1516s) 55.9
EDELMAN" I�EATHER
Fc1:800.886.TEDY Fax:860.350_3231 www.edeMrianleath�r.com
�
�
Wr��a- � w� - I
FLAME CONTROL NO. 129
�' A Mineral S irit Base, Alk d T e
� P Y YP
1 �.�yy�rAri�t'���
Coati s LLC
� �$ �
qt2o Hyde Park Blvd.-Niagara FaUs,NY�;a5 Fire Retardant Varnish Base Coat
Fire Hazard Classification, CLASS "B"
DESCRIPTION' ' Complies with federal, state, local ignition. Avoid contact with skin and
' building and fire code requirements. breathing of vapor or spray mist.
Close container after use. DO NOT
Flame Control No. 129 is a Class "B" • Dries by solvent evaporation to a TAKE INTERNALLY.
fire retardant varnish base coat when flexible clear finish.
applied to combustible surfaces. No. Read MSDS before opening �
129 must be topcoated with No. 130 ' Does not leach(lose fire retardancy)on containers.
Fire Retardant Varnish Overcoat, for exposure to high humidity.
maximum durability, cleansibility and . . Meets all current environmental - �EP OUT OF REACH OF
to comply with the Underwriters' Photochemically nonreactive according CHILDREN
laboratories fire hazard classifications. to Rule 102.
No. 129 is designed for use on all new SURFACE PREPARTION:
and previously coated wood surfaces CHARACTERISTICS:
(except floors). No. 129 and No. 130 Surface preparation should be carried
contain no water soluble ingredients. Finish....... ..................Clear out according to good painting
The coatings will not leach or turn Spreadiug Rate practices. All dirt, grease, oil, wax,
white on aging or washing. The per Coat..... .... .......300 sq.ft/�al. rust and other foreign matter must be
varnish system is suitable for use on (7.4 m-L) removed. May be applied to
Interior and Exterior surfaces. On 5.3 mils to L75 mils dry previously coated surfaces in good
exterior applications, the life condition. Glossy surfaces must be
expectancy is similar to that of Coverage at 1 Mil Dry..525 sq.ft./gallon dulled with sandpaper or steel wool.
conventional alkyd varnishes. No. 129 Solids by Weight...........46%f 2% All sanding, filling of nails holes, etc.
� is manufactured with Rule 66 mineral must be completed prior to the
Solids by Volume.......... 33%f 2%
spirits, and possesses no strong or application of No. 129.
unpleasant odors during application. Drying Time @ 77°F(25°C)&50%
R.H. APPLICATION:
RECOMMENDED USES: To touch....................4 hour
To handle. .................8 hours
For application to all combustible To topcoat................ 24 hours Mix material thoroughly by boxing or
surfaces, where it is either necessary stirring.Flame Control No. 129 can be
or desirous to reduce the surface Type of Cure......Solvent Evaporation applied by brush, roller, conventional
burning characteristics of the Flash Point or airless spray. Apply a uniform coat
substrate. of Li uid CoaN� 105°F 40.6°C at a coverage rate of up to 300 sq.
4 g....... � )
(Pensky-Martens closed cup) ft./U.S. gallon (7.4 mZ/L). The
USED BY: Reducer/Cleaner.. ... ..Mineral Spirits coverage rate obtained will vary with
Schools, Colleges, Nursing Homes, the porosity of the wood. To conform
Child Care Centers, Hospitals. Penal Shelf Life........ 6 months(unopened) with surface burning characteristics
Institutions, Apartments, Hotels, packa 'n 1 &5 al.containers established for this varnish,dilution of
Factories, Warehouses, Retail � g''''''''' g
Stores, Restaurants, Utilities, Railroad weight/gal.8.0 f 0.2 Ibs. the varnish should be compensated
and other Transportation Companies, with reduced coverage rates. Do not
• Shipping Weighk......4 gals.-35 Ibs. ,
Oil and Chemical Installations, apply when surface or air temperature
Military Installations and other 5 gals.-42 Ibs. �s below 50°F(10°C). I
facilit�es where fire retardant coatings Application....Brush,roll,conventional
are required.
and airless spray APPLICATION EQUIPMENT:
PERFORMANCE INFORMATION:
PRECAUTIONS: Convenrional Spray
■ Class "B° fire rated on combustible Air Supply. . . . . 1 LS CFM,50 psi ,
surfaces when topcoated with Flame The liquid coating contains volatile fluid 15 psi '
Control No. 130 Fire Retardant Varnish (combustible) solvents. Due care must Gun. . . .Graco 217-800 to 217-816
To coat. see fire hazard classification be exercised during and after
p ( . Type. . . . . .. .. . . . . .External Mix
section) application.Adequate ventilation must Reduction. . .. .. . . .. .. .Up to 7%
be provided during and after
� ■ Class "A" fire rated on application until the coating is dry.
noncombustible surfaces when Keep away from heat,sparks and open Airless Spray
topcoated with Flame Control No. 130 flame. Do not smoke - extinguish all Pump. . . . . . . . . . . .Super Stinger*
Fire Retardant Vamish Topcoat. (see flames, pilot lights and heaters - turn Fluid pressure. . .. . . . .. . 1625 psi
fire huard classification section) off stoves, electric tools and Strainer. . . .. . .. . . . . . . 100 Mesh
appliances, and any other source of
� v� FLAME CONTROL NO. 129
c,��x�j�u�Co�trt�l�
11 u'
COdtiIlgS, L.I.0 A Mineral Spirit Base,Alkyd Type
,`, quo Hyde Gark Blvd.-Niagara fafls,NY iq;og
Fire Retardant Varnish Base Coat
Fire Hazard Classification, CLASS "B"
Fluid Hose. . . . . . .. . %"diameter FIRE HAZARD CLASSIFICATION
Gun. . . . . .. . . . . .. . . . . . . .G-lON
Tip. . . . . . . . . . . . . .. . .012-A17 Flame Spread Rating. Class "B" when applied to combustible surfaces. Class "A"
Reduction.. . . . . . . . . . . Up to 7% over non-combustible surfaces; when tested in accordance with ASTM E-84 (NFPA
255), the coating obtained the following LJNDERWRITERS' LABORATORIES fire
*Minimum hazard classification. I
COATING(SYSTEM)DETAILS CLASSIFICATION OR RATING
(WHEN APPLIED TO DOUGLAS FIR)
Flame Smoke
S read Develo ed
SEALER—None
BASE COAT—Type 129 applied in one coat
at 300 sq.ftJU.S.gaL(7.4 m`/L) 45 50
TOP COAT—Type 130 applied in one coat at
600 s .ftJUS al 14J m�/L)
COATING(SYSTEM)DETAILS CLASSIFICATION OR RATING
(WHEN APPLIED TO ASBESTOS-CEMEhT BOARDI
Flame Smoke
S read Develo ed
SEALER—None
BASE COAT—Type 129 applied in one coat
� at 300 sq.ft./U.S.gaL(7.4 m'`/L) 5 0
TOP COAT—Type l30 applied in one coat at
600 .ft./LJS al 14.7 m'`/L)
As we cannot anticipate all conditions under
which this information and our p�oducts,or the
products of o[her manufacturers in combination
with our products, may be used,we accept no
responsibility for results obtained by [he
application of this information or the safety or
suitability of our products, either alone or in
combination with other products. Users are
advised to make their own tests to determine the
safety and suitability of each such product or
product combination for their own purposes.
� sell the products without warranty or
antee, and buyers and users assume all
responsibility and liability for loss or damage
from the handling and use of our products,
whether used alone or in combination with other
produc[s. Revised I1/07
w��� � w��l
� ���''" FLAME CONTROL NO. 130
�!��Tl�'j2P���� A Mineral Spirit Base Alkyd Type
�� Coati s LLC
�$ :
� yizo Hyde Park Bivd.-Niagara Fafis,NY ty3o5 Fire Retardant Varnish Overcoat for No. 129
Fire Hazard Classification, CLASS "B"
DESCRIPTION• ' Class "A" fire rated on noncombustible application. Adequate ventilation must
' surface when used over No. 129 fire be provided during and after
retardant vamish basecoat. (see fire application until the coating is dry.
A Class "B" fire retardant varnish hazard classification section) Keep away from heat,sparks and open
overcoat. Used as a topcoat for No. flame. Do not smoke. Extinguish all
129 fire retardant varnish basecoat. • Complies with federal, state, local flames, pilot lights and heaters, turn
No. 130 is available in three sheens, building and fire code requirements. off stoves, electric tools and
Dries by solvent evaporation to a tough, a liances, and an other source of
low, semi or hi-gloss. These coatings durable, clear finish, available in low, pp Y
contain no water soluble in redients, ignition. Avoid contact with skin and
g semi or hi-gloss. breathing of vapor or spray mist.
and will not leach or turn white on
aging or washing. No. 130 dries to a Close container after use. DO NOT
uniform sheen in approximately four ■ Does not leach(lose fire retardancy)on TAKE INTERNALLY.
hours, and is suitable for use on both exposure to high humidiry.
INTERIOR and EXTERIOR surfaces. Read MSDS before opening
On exterior exposure the life ' Meets all present lead and ecological contaiuers.
expectancy is similar to that of regulations - Photochemically
conventional alkyd varnishes. No. 130 nonreactive according to Rule 102. KEEP OUT OF REACH OF
is manufactured with Rule 66 Mineral CHILDREN
Spirits and possesses no strong or CHARACTERISTICS:
unpleasant odor, during application. SURFACE PREPARTION:
Note: To comply with the Fiuish. ............... ....... ..Cleao
Low-gloss, 12-18 umts@60 After the application of Flame Control
Underwriters' Laboratories Class "B" Semi-gloss,45-55 units n 60°
fire hazard classification ratin s No. 129 Fire Retardant Varnish Base
� � g ) Hi-gloss,85-95 units @60° Coat has been completed, allow the
established, No. 129 fire retardant Color...... ............Clear Vamish surface to dry a minimum of 24 hours,
varnish basecoat must be applied prior
to the application of No. 130. Spreading Rate lightly sand or steel wool. Remove all
Per Coat.......600 sq.ft/gaL(14.7 m'L) dust, dirt, etc. from the surface before
RECOMMENDED USES• 2.7 mils wet,0.8 mils dry applying No. 130.
For a lication to all combustible Coverage at 1 Mil Dry..490 sq.ft./gallon
Pp APPLICATION:
surfaces, where it is either necessary Solids by Weight... .... ....43%f 2%
or desirous to reduce the surface Solids b Volume......... . 31%f 2%
Y No. 130 can be applied by brush,
burning characteristics of the roller or spray. Stir material well
substrate. No. 129 and No. 130 Dryiug Time @ 77°F(25°C)&50%
coating system is recommended for R'H' before using, then apply a uniform
To touch.. . .................4 hours coat at a coverage rate of up to 600 sq.
use on wood paneling, woodwork, To handle..................8 hours ftJU.S.gallon(14.7 mz/L). In hard use
doors, doar frames and other surfaces To Recoat................ 24 hours areas or where excessive wear is
which are subjected to constant Type of Cure..... .Solvent Evaporation expected, a second coat is suggested.
scuffing, handling or may require Allow at least 24 hours drying time
frequent washing. Flash Point
of Liquid Coating.......105°F(40.6°C) between coats. To conform with
USED BY: (Pensky-Martens closed cup) surface burning characteristics
established for this varnish,dilution of
Schools, Colleges, Nursing Homes, Reducer/Cleaner....... Mineral Spirits the varnish should be compensated '
Child Care Centers, Hosprtals, Penal Shelf Life........ 6 months(unopened) with reduced coverage rates. Do not
Institutions,Apartments,Hotels,
Factories, Warehouses, Retail Packaging.........1 &5 gal.containers apply when surface or air temperature
Stores, weight/gal.7.75 f 0.2 Ibs. is below 50°F(10°C).
Restaurants, Utilities, Railroad and
other Transportation Companies, Oil Shipping Weight.......4 gals.-35 Ibs.
and Chemical Installations, Milrtary APPLICATION EQUIPMENT:
Installations and other facilities where 5 gals.-42 Ibs.
fire retardant coatings are required. Application... .Brush,roll,conventional Conventional Spray
and airless spray Air Supply. . . . . 11 S CFM,50 psi
� PERFORMANCE INFORMATION: fluid 15 psi
■ Class "B° fire rated on combustible P�CAUTIONS: Gun.. . .Graco 217-800 to 217-816
surfaces when used over No. 129 fire Type. . . . . . . . . . . .. .External Mix
The liquid coating contains volatile Reduction. . . . . . . . . . . . .Up to 7°/a
retardant vamish basecoat. (see fire (combustible) solvents. Due care must
hazard classification section) be exercised during and after
��� v �► FLAME CONTROL NO. 130
�%" ,yy��:U1l�t'���
COdti S GI.0 A Mineral Spirit Base Alkyd Type
�
� ►
� qtzo Hyde Park Bivd.-Niagara Falls,NY i43o5
Fire Retardant Varnish Overcoat for No. 129
Fire Hazard Classification, CLASS "B"
Airless Spray FIRE HAZARD CLASSIFICATION I
Pump.. . . . . . . . . . . . Super Nova*
Fluid pressure. . . . . . . . . . 1625 psi Flame Spread Rating. Class "B" when applied to combustible surfaces. Class "A"
Strainer. . .. . . . . . .. . .. .100 Mesh over non combustible surfaces; when tested in accordance with ASTM E-84 (NFPA
Fluid Hose. . . .. ... . . %"diameter 255),the coating obtained the following LINDERWRITERS' LABORATORIES fire
Gun.. . .. .. .. . . . . . . .. . . .G-lON hazard classification.
Tlp. . .. . . .. . . . . . . . . .012- .O o7 COATING(SYSTEM)DETA[LS CLASSIFICATION OR RATING
Reduction. .. . .. . . .. . . Up to 7/o
(WHEN APPLIED TO DOUGLAS FIR)
*Minimum Flame Smoke
S read Develo ed
SEALER—None
BASE COAT—Type 129 applied in one coat
at 300 sq.ft./U.S.gal.(7.4 m'`/L) 45 50
TOP COAT—Type 130 applied in one coat at
� 600 .ftJUS al 14.7 m'/L) �
COATING(SYSTEM)DETAILS CLASSIFICATION OR RATING I
(WHEN APPL�D TO ASBESTOS-CEMENT BOARD)
Flame Smoke
S read Develo ed
SEALER—None
BASE COAT—Type 129 applied in one coat
� at 300 sq.ft./U.S.gal.(7.4 m'/L) 5 0
TOP COAT—Type 130 applied in one coat at
600 .ft./LIS al 14.7 m'/L)
Information provided herein is based
on tests believed to be reliable. In as
much as we have no control over the
use or application to which others may
put this material, we make no
�rantee or warranty. This product is
d on the condition that each user of
the material make their own
evaluation to determine the material's
suitability for their own particular use.
Revised 02/07
�
a�A��MENT 3-a P � �
�' ■■��■
����� Date: 2 FEB 09 1ob No: 06232.00
■���■ From: Jim Buckner Page: 1
����� Total Pages: 2
■����
DAVtS
PARTNERSHIP Project: Solaris
ARCHITECTS
GC Log No: 0002-04860-0- Unit Masonry Product Data and
Accessories
Checking is only for conformance with the design concept of the Project and compliance with the
information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed
and correlated at the jobsite,for information that pertains solely to the fabrication processes or to
techniques of construction, and for coordination of the work of all trades.
Note-The Architect's checking of Shop Drawings or Samples shall not relieve the Contractor of
responsibility of any deviation from the requirements of the Contract Documents unless the Contractor
has informed the Architect in writing of such deviation at the time of submission and the Architect has
given written approval to the specific deviation, nor shall the Architect's checking relieve the Contractor
from responsibility for errors or omissions in the Shop Drawings or Samples.
� ACTION CODES
AP: Approved NA: No Action Required
DR: Disapproved, resubmit S: Submit Specified Item
APN: Approved as Noted R: Reviewed
AP DR APN NA S R Submitted Item Remarks
X Portland Cement No data for specified for low alkali cement;
Data 0.60%per ASTM C114.This is for stain
prevention but has no bearing due to dry
stack masonry application.
X Aggregate for Mortar Specification calls for 100%in No 16 sieve
per 2.3.D.1. Masonry sand Statistical data
report by LKP shows average 82.5%.
X Hydrated Lime Verify product is ASTM C 207. US Mix is
Product Data not a approved specification manufacturer
but is acceptable.
�
i
2 I�
� ;
AP DR APN NA 5 R Submitted Item Remarks
X Ready Mix Mortar Ready Mix Mortar type was not specified.
Specifications approve Type I, II or III only. ,
Holicim is not a approved specification ,
manufacturer but is acceptable. !
X Corrugated Metal
Wall Ties
X Fasteners for
Anchors
X Fasteners for
Anchors
X Flexible Flashing
X Cavity Drainage
Material
�
•
,�
�
3
� 0
Davis Par*neiship Architects � 0225 Ntain Str22t Un�t C101 Edv��ards; CO 61632-gi13
Submittal Response
ID: 02342
Date Sent: 2/2/2009
Project: Solaris Redevelopment
Number: 06232.00 �
To: Gerry Poye ,
Solaris Property ONmer LLC
2211 North Frontage Rd Suite A
Vail, CO 81657
gerry@solarisvail.com
Maggie Fitzgerald
Davis Partnership Architects
0225 Main Street Unit C101 Edwards, CO 81632-8113
Maggie.Fitzgerald@davispartnership.com
Chandler Deimund
Davis Partnership Architects
0225 Main Street Unit C101 Edwards, CO 81632-8113
Ch�ndler.Deimund@davispartnership.com
Adam Walla
� Solaris Property Owner LLC
adam.walla@solarisvail.com
Tom Ogg
Solaris Property Owner LLC
2211 North Frontage Rd Suite A
Vail, CO 81657
tom.ogg@solarisvail.com
Brian Patty
Davis Partnership Architects
0225 Main Street Unit C101 Edwards, CO 81632-8113
Brian.Patty@davispartnership.com
Jim Buckner
Davis Partnership Architects
0225 Main Street Unit C101 Edwards, CO 81632-8113
Jim.Buckner@davispartnership.com
Ryan Hawkins
Weitz
ryan.hawkins@weitz.com
Chris Keran �
Weitz
The Weitz Company
143 E. Meadow Drive
Vail, CO 81657
chris.keran@weitz.com
Jared Quillen
Weitz
Jared.Quillen@weitz.com
� Sharon Puczynski
Solaris Property Owner LLC
y
2211 North Frontage R�I Suit2 A
� Vail, CO 81657
sharon@solaris�iail.com
Niegan Boord
Solaris Property Owner LLC
2211 North Frontage Rd Su+te .4
Vail, CO 81657
megan@solarisvail.com
Dan Feeney
Solaris Property Owner LLC
dan.feeneylp�solarisvail.com
Dan Juchart�
Weitz
143 E. Nl�ada�v Drive
Vail, CO 81657
dan.juchartz@weitz.com
From: Jim Buckner
Davis Partnership Architects
0225 Main Street Unit C101 Ed�Nards, CO 81632-8113
]im.Buckner@davispartnership.com
II
Subject: 04$60-0002-0 Unit Masonry - Product Data and Accessories I
Sent Via: Email
Submittal ID: 048b0-0002-0
Return By:
� Action: Apprcved as Ploted
Remarks: REVISED RESPONSE. DISREGARD REVIEW CON�NIENTS EARLIER TODAY
CC: I
Contents
Quantity: 1 Dated: 1/8/2009 Number:
Description:
04850-002-0 2008,11.10 Unit Masonry Acc and Product Data_IN REVIEW.pdf
Action:
' Remarks:
Quantity: 1 Dated: 2/2/2009 Number:
Description:
04860-0002-0 Masonry Product Data and Accessories.pdf
Action:
Remarks:
�
5
� Submittal Transmittal
TWC,Detailed,Grouped by Number
SOLARIS PROPERTY OWNER,LLC Project# D722400
SOLARIS-VAIL
Solaris-Vail
143 E. Meadow Drive
Vail CO 81658
Tel: 970-479-7566 Fax: 970-479-6666
Date: 11/10/2008 Reference Number: 0425
Due Date 11/24/2008
Transmitted To: Transmitted By:
Jim Buckner Ryan Hawkins
DAVIS PARTNERSHIP ARCHITECTS THE WEITZ COMPANY-ROCKY MOUNTAIN
225 MAIN STREET,UNIT C101 965 NORTH TEN MI�E DRIVE,UNIT A-1,POST OFFICE
EDWARDS,CO 81632 BOX 4536 FRISCO,CO 80443
Te1:970 926-8960
Fax:970 926-8961
Transmitted For Delivered Via
roval E-mail
Qty Submittal Package No Description Package Action
1 0002-04860-0 Unit Masonry-Product Data and Accessories In Review
Items Qty Description Notes Item Action
001 1 Holcim Portland Cement In Review
� 002 1 Mortar Aggregate Data In Review
003 1 Chemstar Lime In Review
004 1 Quikrete Ready Mix In Review
005 1 Durowal Ties and Anchors In Review
006 1 Hilti Fasteners In Review
007 1 Tapcon Data In Review
008 1 Grace Flexible Flashing In Review
009 1 Enkadrain-Drainage Board In Review
010 1 JumboTex In Review
011 1 Two Ply JumboTex In Review
012 1 Weep Holes In Review
Remarks CC:
SOLARIS PROPERTY OWNER, SOLARIS
LLC PROPERTY
OWNER,LLC
THE WEITZ COMPANY-ROCKY Solaris File
MOUNTAIN
� Signature Signed Date
Pro/og Manager Printed on: 11/10/2008 Wei�Colorado Page 1
�
� 7'H E���
G��Ie�OS
CORPORATIOiV
���r �w
� wu.�s....ea..�.aw.....e..,.Pa
� Letter of Transmittal � ���i
���,
. �at Cdnxc 8�858
9)0 926373I vhOne
970.926]:27 Fnc
To: Ryan Haxkins Transmittaf i{: 20-18
Weitz Company Job: 20-1138 Solaris
P.O.8ox 4536
Frisco.GO 80443 Date: 1013G/2005
Ph:(970}668-4700 x103 Fax:(370�88 9400
SubjecC
WE ARF SENCING YOU (� Aaached t- Urder separele cover via None the fotlowinp Aems:
f' Shop araa�irn,�s I� Prints �" Plans �'i' Samples
r Copy ofletler i- Change order f Specifications � Su6rt�ittals
Document T Copies Date No. Descri ion
Samples 3 �0J30l08 6".8'and 72"CMU
_____,.__ A __ ---...__ _,. ._ __ ___ _. ___ _......_._�___
SubmitWi 5 10l30/D8 Unit Masonry Sutxnitlai#2
Submtltal 5 1013W08 Slone Afaso�ry Submittal#2 —����'__
� TF�SE ARE TRANSMITTED as ch0ck¢d betaw:
R For approvai t"' Apprared a�eubmit+.ed t' Resubmit_eopiea tor approva!
j' �or yout use 1" Apptavet!as no4ad f Submil_copies fordistribution
r As requasled � Retwned tar corrections r Retum_ccrrected prints
f For revisw and comment (� Qther
r' FOR BIDS DUE 1� PRINTS R£TURNEO AF'fER LOAPJ TO US
Remarks:
Copy To:
From: Sieve Kalabany(Galkgos Coryoration) Slgnature:
� If endoswes e-e�ai as note� kmd�y not7Y us et�nec. Fage�a!t
?
� THE
G�11e�a;OS
Ct�Ri+�RATtON
-- -- ��
uw+�s,u...�,a,u..w�.�.o..a
Letter of Transmiffal Vall
PO 8mc B2t
Vs7 Ca�o:aao H�eSB
970.926.]737 Phono
9TU.7'6.3/2/FiX
to• Ryan Hawkins Tra�nmittal#: 20-1T
Weifz Company Jab: 20•1138 Solaris
P.d.Box 4536
FriSCO,CO 80443 Date: 10/21/2008
Ph:(970�B&4700 x103 Fax:(970}6fi8-9400 � � 'L,t O�
Subject: Stone Masanry Submittai �
��� 1
ti
WE ARE SENDING YW r Attached r thiderseparate cover via None the foilowing items: r5�
1� Shop dra+vings r" P�nts r Plans r Sampies
r' Copy of letter r Change order r Speci6ca6ons p Ha�d Delivered
Document T Copies Date No. DascN lon
Submillal 5 10/21Po8 Stona Masonry SubmitWl ',
THESE ARE TRANSMITTED as checked below:
17 For approval F" Approved as submfued 1' Resubmit_copies tor approva�
� r Fo�your use r Approved as noted r Submit_wpies for distdbution II
r As requested r Retumed for corrections r Retum`corrected prints �
f For review and commenl [� Other ,
r' FOR 81D5 DUE 1� PRINTS RETURNEO AF7ER LOAN TO US
Remarks:
Copy To:
I
I�
Prom: Steve Kalabany(Gallegas Corporation) 3ignaWre:
� tt endosures are no!as coted,kindly rqGty us at once Pape 1 0►1
8
� T H F.
Gallegos
CUR['URA'I'lUN
��.i���
Y
Ruiidir�g�olut�n's
for Oistin!�ive Pro;eas
�. �
, VAIL .
�`an��
� Masonry Submittal for SOLA�S
����r.
sv���;�y
rah°t Project: Sotaris
Yail,Cotorado
Client: Solaris Praperiy Owner
2211 Nort6 Frantage Rd;Suite A
Vail, Colvrado 81620
Architect: Davis Partnership Architects ,
� 0225 Main Street, Unit C101
Edwards, Colorado 81632
Contractor: The Weitz Company
' S080 County Raad 154,Suite 11
Clcnwood Springs,Colorado 81601
Submit#al: Section 0486U Stone Masonry �
I'
cHEC � � a
e�r A�raN �AwKir�s
THE WEITZEOivfPANY
10 NOV 2008
Th,s snx�das Ral n+at w:r c�xvc�c smxrt?r�tt�a
su0pin d i s csr.�cl�us<ap�x:sk����'f rriCwat
t2twn rt d�s iesPC�s�3irk k ra�y ic:craq a���ltf
'"°'`�"5�`s 04860-002-0
Sut�'�..._— ' Post O�fice RA�, Sti
� Va{!,C4�CfM1C�SIf�B
4iG4i�-3�3i phene
??(;9J+r3727�ax
.a�,Gr.�r.Gcy�v;cut-�::oa:
�tOf�+, ' ('`�.di.^.r}{��r • 5(UC;V • i i .. + _.... ..,, ' �'FdFJ�E' • �Ifa1`fZC • �rt P.ock ■
9
�
Section 04860
Stone Masonry
2.2 Quartz-Based Stone h�t-1, M-2, NI-3, A'[-4
M-1 Large Nlodule Oklahoma previousiy submitted under
M-2 Medium Module Oklahoma 04810-001-0
M-3 Medium Module Strip
M-4 Large Modute Strip
(Samples Hand Delivered)
2.3 Mortar 11Zaterials
Portland Cement
Aggregate for Mortar
Hydrated Lime
�, Ready Mix Mortar
2.4 Veneer Anchors
Corrugated-Metal
rasteners
2.5 Embedded Flashing Materiais
Flexible Flashing
2.6 Miscellaneous A�asonry Accessories
Cavity Drainage Matcrial
�
�o
Por#land Cement
� BASIC COHCRETE MATERIALS 8 METHODS 03050
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1.Product Name �� -
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Nddm Portland Cement '!= � �'�� ti;
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2.Manufocturer '='"`� �"� `µ
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Hdcim(US)Inc. s-�-"'
62?1 North Arr Arbor Rcad ��:� fr
P.O.Box 122
Dixxiee,NH 48131 - �
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:800)854-d6,56
(734}529-2411 _ '�` -
Fctt:(734)529-4110 ,.,. � "�
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3.Product Oescription • Type W-Low F1eot of Hytiration 4.Technical Data
BAS�C USE ' TYPe�-t�(ormd APPLI^,ABLE STANf}Af�DS
� H�la�n Patland C2ment is a cost-effective. � Type q-A'''°deratz S�°te resutance
basC buik�r mpteria!wtich is used in C wide ' ?ype III-Ffgh Eaiy Strength �mt���
'� • Type V-Figh S�;Ifote Resistaxe ' �� C109 Standard Test Meihod f�r
vcxiehj of camrc.erc�!anci arc�itectc��y con• Corripre5sive Strertgth of Hydrul�Cerr�
�ete construction appfarotians Uses include 1=olam P�la�d Cement�produced to meet i �►p�s ((�ing 2•in. o� (50-mml CUbe
casf-in-place. pre�cast. tilf-up, wafer tarks, er more ol fhe ap��acobe �equ&ements u( �
ctars.�'idges,roads,pipe�conc+ete m�on- AS�M C'5G for Types L 0.III and V.cr^x!ASiM . ��5���Test tvl�thod fa Fner�ss
ry units (CMU}, pre-stressea ccxicrete mem- C1157 for Ty�es C-lJ,!�,FIS,MH and Ui.Sorr,e of P�oriland CerrEnt by the Turbi�ete�
bers rrwsarvy matars ond g�outs.When;�sed cer�eNs may meet�al spec,�'act;ais such • psTM C150 Standcxd Spea(iootia� (a
to mdce oaicrete with fhe preper m�x Cesgn, os TYpes�H and GJ.Hdc�n,iri scme l000tiau, p�����t
Holcim Portl�d Cement is cble to repst the dso mor�factures air entrained cemer�ts as • ASiM C157 St�ard Test MeiFOd for
attadc ef harsh ern+ironmenfal in�uences s,Kh we1 as cemen�s which rtwet some of the A,�tocbve fxpar�ion of Portl�d Cemen�
as frost.water,a1 and de•idr��emicals. optior�requrcements of the above speafico• • qgTM Cl&5 Standord Test �Aelhad tor Air
COMPOSITION&Mf11El21AlS tiGrb(such a5 Io�N a�c� a low aCtivity w+th Cor�ten'of Hydrat,diC Cercer'•t Mata
The �rirriory ingrecfents ot Fblcim Patland °��°i��' • +�SiM C�Q15ar�dad Test I�et�d for Tane cf
Cerr�ent ore cdcium �icotes based ciNcer � �tt'����������
�9YF�9r�to a fine p�der ttv�t. Hok�P�ortland Cement c�n be shi}�ed try ' ��Star�dard Test Method fcr F.neness
wfien mxed wilh water,sets a�d hcrdens�nto bulk ra�and truck quant'rfies!neasured in tau °f ���'�'c Cement by Air PerrneaL�t•�r
a soici monc6ttx^,mass.ihe riydration ot cal- or�Clcc�ed in star�rd bags. AFpaat�
aum s�ica'es fams a gel-N1ce materid oaqed �A� • RSTW1 C266 Sta�ciad Test Melhod ta irr�of
�rr��iaata hydrate. Setting of F+ydra�lic-Cement Paste by
All Nol�m r�fcx,iuring is c�uaity cpi- L�e are mar�+vor'obl�s thot offect ocr�ete Ci'�rtxire Needas
troAed to ensixue optimum pro�ct perfa- �����etT�g proct'�e � ��C1157 Sfandord Perfcrmar�ce
mance a�i urvfamity. required � order to achieve cc�red resu�s. �f�xnfion for MrdrauFC C�neN
T`lPES Spednl ottention m�st be c,�'wen fo fcrrtwiak PHVSiCAUC�MICAL PROPEZTES
• Type GU Nydraukc cement fa gene�d botd�ng,mixeig,plocirxy tiroshMg and currg.h ��P°rtbnd Cements ore mpr�ufcctued
cautruction used�vhen 1 a mae of ihe s�cial cppUa�fior�c :elecfion o` agg�egotes, to contorm to dI app�icc�le req�,irer.�znts of
spedal iypes ore not required, admbct;res orKl odciiives moy n2ec to t;e scr,r �T�C150 and ASTM Ct i57 and form40ated to
• Type F�-High E�r1y Shength ti�zed. (xovkle consistent sirengtll durabi6ty and
• Type MS-Moderate Sulfate Reslstonce wodcobiiitY as well as 6rtished prod�ct
• Type H5-F�gh Su�fate Resistar�ce appeamce.See Tables 1��xJ 2.
• lyoe MH•Moderote He�t of Hydrerion
_. ___. _ _. _ _ _ _ ._
� �+. S^[GG'a`�xa�w��-sFC:�rerery�ra�as�^rnsKtwn9s..i�.�.:a+saniwtsa�CCRUta�m�o��.x!nwnMailu.M ...._ . .[.�Rtedl a ��.:,-:
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c �..tra�...RC�SCrorb,h�iiaurvaoa�ceo,riR+va+o�ms:xTa�va:beraei�a'naabb«�r�err[�IV.aaYh00�truWwucHrnO:N'NPFjm@narv 1!`�ConsUuctianO�ta
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�`��(�� BASIC tONCRETE MATERIALS 8� METHODS 03050
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5.Instatlation iaBL-'1 HCLCM,1{�:+�If Fi-+YSICAL Pl?OPFJ2trS FH2 ASTM C150 REQU�61+ffP�TS
_�.. �... _ _.,__ _.��.�.._. __
�1EfhADS pc�+s trr.e� 'r�e e ry�e■ r„�e v
Canaete is a str�tural material coruisting of -----°— —°----°------
h:rd.chemicd:y inerf materid(uady smd �tl�'�"�e
and grcr�e��ba�ded together by cement a�d Tuoiame�z�;r�,, ac �o en
wpter,fie d�aactar of structurof conaste is ��,m,�y�ty�� � � �
largety deter�nined by the woter•cerrent
ratio.ihe orra�:rt of cement in rekation to tne '"'���'
amotJlt of oagregute is eSpeCioNy Crit'rxl t� �oct Uniufes)
o cir�le,stror�g cor�crets. r;eq{mn� �5 45 a4 a5
Reshly mixed(p�s;�)�d t�cudened prop- ."r d U�� 375 J.�s 375 3�
erties af concrefe can be changed by
cddng che�nicd ond minero`.admixtues to G�ae(mfwes�
cencrete Curing botching. Admixtures are �t,,,;,) � �z � �
used to cdjust setti�.g time cnd/ar hordering. r��mox� xo �co Eoo �co
reduce wate�dernand increase workat�:h�.
entrain dr, provide cost-etfectM�2ss and "��:t�",a�} � rr� r� �ss
adjust o�her conae�e prcperhes. w,�we�n tnr� cr� oa� osc� �eo�s
Good coryccreting practices are requK�d far �,����)
�rope�,droble and strong co�refe.Rflper
Croaalionin9.batctiirx�r.ix�g.plaar�,con- °`�''��'� ����
so6doting.`'x�hir�aid rxmg,cs we9 as p�op- �cwn n�r� rz<<1<m �o t� z�(�+em e t��i
er s�grade orepQO'ion, fcamworx. :F+ifam 1 dcvs.ta��s� A Cr� �t(2ax,� - �5�reG?
� sAmp a�d bttw sPe^„�I tecrni4u�s.are critical
to odtiaving the desired re5utt5. f8�s h'FO{p�} 2i{�p;c}
�_ _:. ...._____._W________.--_--..__._____.�.__�
Fe�hfy rroxed c�ete stnuki be pka;ic a � �'�.��
semifl,ad ond moldable. Holam P�rTlrnd
Cer��ts ora n�ao�x�f�clu�ed unc'er contrc�2d .r__..,.�._
ccndi•ions and loboralay tasted io ensure TAB.E 2 t-t�l.a�A C�AAENI'fNYSICAI FRC�E2P�ES F62 ASTN C1157�t�E��TS
consisteat qua6fy ord uniforrnity. Never �"
change sot�ces or proP��s durin9 a oar �°'�; �'r � n�s Hs tiH u�
StfuCtiO(1 ptOj£CI. �IC�ve lerqth tt:an�e.�rmurnun 080< Q&�6 GEO'� ---��.___ � �
Pf<[�AU110NS Tme of set xcat resi
Direct cantact wiFh the skin should be wad u��m�,� >as >as >�5 ��s >�s >as
ed. 1f contucl occtus, the skin s'�ot,id be
viashed with water as soon as pcss�ble. �'�U""� <azp <a2o <ap <a20 <a2o <a2o
Expcwre of s�fi�ent duration to wet Hok�m 7fer�m�or�tv�)
Portlmd Cemsnt can crn�se serioua l�ten• �cw �
tio�r irreversible tissue tlestr.�ticn�n the t�rm 3d�,�� n n � 5 s
of chernicc�(caustic)txxns.�F�kam Fatfand
Cerr;ent gets:nto rhe eyes im�rnec�atey rin..�e ��rs n v �o p s
them tha•ougNy wifh+,vofer ond seelc mechcd �c�n r. �.�
uttentiol Fot mwe Cornp�te informotion.ref� �������
erence is mac:e to tha appicable Mote7al ��"°�"`�
Safety Data Sheets(MSOb),which sha,Id�e Tcf�rst�r�,c� ��p zso��oa
oor�.lted prior to use of this product.These �e acvs Ccwx> . 2ao t�)
MSD6 ore a�ak�le upon rcqucst. sa«�a�e,�a�s�or�a u�c�s t�; omos� ��rox ao2a� oo2�x a� ac2t�
6.AvailabiGty&Cosi Susc�ee�v�(xllote���axe3
avAIIABWiY emcr�rt�;nm�� o A�i aaiss - �
Holam Portbnd Cem,ent is midlabte tTxough ���> a.�
out mosF of the Urrfeci St�tes. �._.._�_m_._�.,...„.�..,_.,,�_�...__....�
CCSt
PnCmg info►mafion cph be ObtpirEd frOm tl'�e
neor�t H�.7r�Scdes Office.
__ --�-- _�_._ _,.._ _._. . _ .__.�.___ �..�... ._..._w,_ _. .____
� .�.�j SP�d�7a'orw�YSaH'`aa^b�1R-►stnce'roMUacpaBsedv►s'r�ar�>xr5�6:.GSrz�o..asa�sm.a+»ndanur�o �Retdl c+ : .
`� uo
?oCmWCtirk+xfeW�'+6��ioaro.aalw�Via.:aiu'i�er:u6uui.sM+�+tiM9s�.veada.�v�a:��aC7RcyOCPa'r.�..iunG.�tl�,A101(J�KA�xhco tCenspuctionData
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SPEC� BASIC CONCREZE MATERIALS 8 METHODS 03050
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7.WaRanty Corporate Heodquarters
llpon r�;est. t'�olcim can prcvide Waterid Ff�pm(US}inc.
Certification Reporfs demonstrating thot 201 Jcx�s�d
Hddm Portipnd Cements meei or exceed V'/dl�Mr4 G2451
aFpGcable ASTM st�dords.Fa more wnrr� (�b)4b5�2d�
ty ir�amaticr, co,�taCt the netrest Holam
So!es Gf ice. Corporate OHice
6211 Prn Arbar Roctd
8.Maintenaice P.O.Box 122
In aeos where concrete deorers and s2ders Dur�dee.�N 48131
are requ'red. proper 6siru:tiors shou'd be (300)85C-4656
fo[:owed. Contact the appr�riats prx'uct
monufochxer oefore oppicalion.
9.Technical Services
Tech.�t'cd service is wdla�e by contacting
the nearest Hotcim Sales Office. Wth
advance c�t�ce, techrycd service can b2
�xovided ot jcbste bcations.
10.Filing Systems
• Reeti f�st Sotxce
• Additicr�al txc,�ct i►�ormation a avc�able
� trom fhe marufacturer.
• wt,n,v.holcirn.us
• W1VW�C2t712n`O(1�f1@,US
• VlWWIriC150fXybyCj251gf1.COfT1
� E.�. SxC D4'x�ow V1 iFSRC�0Y•igoli'aQ H.ltl¢nMa tl�8EO8,M.w M[�V ke1 WI S�v:f2A'yrttll MM.YRS y 1'9 P01vC11AU � r//-�Jt!!A( .. ._'..
� 1C:'+a CJSL:tCIrn SNCFUCl7a IM(LW•JJ R4i.9]Wn f',f pFU^L•i(n!'ti�nQL�q,qy9r 6N'DXJfM b tOCtY�TG!t1[R'Oy.�7.V7 F(4f CAf6H�['ICtf f#:q+.A/fdQ'�M FCSa�E� r��C011SS�VGtlq1 DiU..
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� � Mortar Aggregate
I.�KP � �ngineering, Inc.
crv:uoEOrEC�r.�t
�TATIST'ICAL ANALYSIS
plant: Webster Gravel Pit Statistic's Da�e: 2122lOG
Praduct: Masonry 5and Test Nwnher: !-2-3
Standard Re�'crence: AST:N C ]44
Aggregatc Type: Sand
Process:
Geology:
STE�'L SAMPLE SAiV�PIr� SAMPL� #!VALUES AVG Mll� ]�•LAX
#1 #2 #3 I
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4 100 99.8 100 3 99.4 100 100
� 8 95.8 95.9 95.5 � 95.8 95 '' 100 ,
I6 82.9 63.1 87� � 3 82.5 70 100 I
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30 64.9 64.6 r 62.6 3 54.0 40 75
50 45.2 45.0 41.8 3 44.0 10 35
lOQ �-18? l�q ]6.7 ? . 18.0 ' ? l�
200 7.? i2.1 6.� 3 B.8 0 3
� P.O.Box 2E37, Ed�var�s,Ca 8163i, (9id)92E-408$Tei, (9�0)926-968°rer
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PereeR[ Finer by Kfeight �
Macrr Na
LKP Englnaarinq, Inc GRRtN-SIZE' D�STf?f&U71DN O6°'
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15
Lime
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Chemstar Type S lime
For Masonry, Stucco, and Plaster
Chemstar Mason/Plaster Type S Lime is a Chemstar MasonJPlaster Type S Lime should
fine,white, high purity, lime for convenient,trou- be stored in a dry piace providing pratection
ble free use. from damage,deterioration, and contamination.
It is important ia praportion ingredients accu-
rately and to mix for at least 5 minutes in a me-
chanicat batch mixer with the maximum amount
of water to produce a workabfe consistency. A
Chemstar MasonlPlaster Type S Lime is a key recommended procedure is to first add approxi-
ingredient in constructing durable,watertight mately 80%of the total volume of water with one
masonry. It works especially well with improving �9 af Chemstar MasoNPlaster Type S Lirne.
the mortar bond to masonry units made with Next,you would add all the sand and all the hy-
brick,concrete blcek,or stone.The bond draied lime and mix for 1 minute. Second add
strength is important in design considerations in all the portland cement and the remaining vol-
the prevention of cracking,water leakage and ume of water and mix for at feast 4 minutes. Lay
efflorescence. mo�tar in a unifiorm bed and completely fil{bed tf
and head joints. Mortar which has started to set m
should not be retempered o�used. 3
Btnefits y
� • Outstanding tivorkability-smcotn spreading - �
ability lends stself to a quality finish. Do not apply when temperature is below 40°F or ,�
• High I�nd strength-Type S lime penetrates due to falt below 40°F within 24 hours. Do not .,i
masonry unit to crystallize and lock mortar use over surfaces that are frozen or eontain �
units together. frost. Good masonry practices of job-site tenting m
• Mortar board life-Type S lime allows for an and heating during cold weather are strongly
extended board life. recommended. tA
• Consistency-Pre blended concept r
eliminates jobsite probtems of inconsistent jechnical SerNrtce 3
mortar batches. � m
US Mix Products Company
P�ki�ID�501b.bags 112 South Santa Fe Drive
Denver,CO 80223
50 hags qerpallet Phone(800)397-9903 toll free
Fax(303)722-8426
Web Sife:www.usmix.com
Nonthar�eable qalle[ E-mail:sales@usmix.com
CAUTION: Do not atlow wntact wilh eyes or skin. Contains
conuete aggregates sandlgravel(CASAr 14808-60-7). Avoid
breaihing dust. Respirable silica may cause serious hmg
problems.There is timiled evidence sillca�a careirxx3en. The
use ot gloves,poggles,and where appropriate,dust masks and
other protecthre uothing ts recommended
� a9oo
Ib
Ready Mix
� Q MASONRY MORTARING 04 OS 13
SPEC�
�r
The�CE Carp�ies
5.Instailclion y ■
� — �PARATORY WORf(
! S�rfdces to recec✓e Mo�n N(ac sha.kJ be MAn,s„;�mlX
dern md hee Of cirt.bose debris,grease,Cil ."``„'.,`."'",
Ce�Hr�CakcRera paoaucn- etc.fcr the best pos�le bor�d. :'�
,
MIXING
i.Product Norne . �� � 8p p� (30,3 kgj bcg, add 9 ~
��REfE�b10SOn Mix�1136 pt(4.3�of fr �'' '�` _ w ,
esh wqter b mbc�r � �,�;, :-.'
��
• TtYfl}hQ fT11X2f OR QfK�b2�f1 O�IfK��S r.n�ua�r i
2.Manu(acturer ���� =_ '- ;
O�e Securities Cent er�� � it the mat�id becomes too cift�cult'o ma. �
odd adc3tiond water unt�a wo�zc�e mix ----_
3A90 P'iedmont lh�.NE,Suite 130D oi howeN.able consist �Mosa�tur�»?�
AtbniQ GA 303a5 ax.Y a obtai'ied
(Q04}63A.qlpp Note-find►wfe±content shcutd be 4•14 pt PRECAUT;OP6
fax:(404}8A2•1q24 (4.3-b.b l)fa each 80 b(36.3 kg)bag and% Variotior�s in ma waier�nount.ma?irr�e ax-
wvuw.quicre'e.com -10 pt(33-4.7 Q f�r eoch�0 b(272 kg)bag. � �itions a�l firoshing wiG crnse cola
3.Product Descrip6on �`'T�T� variotions.
• Ap�iy o h11 bed d r.iata onto the txise.
8A9C USE approw�ely 1P7'-3/4'(Y2.1-W.i mm)Et�ccit 6.Availability
61UI1C2ETE�Mason htu is a c�tracta grade • P1�h�rr�d into fhe matar bed and side �tAKREIE AAcs�n Ma�tl30 a avcxlab�e ut lead-
mata m6c designetl'or krying txick,tbncrete wa/s agoirat 9�e previa.nty la:d blodc with a ing oa�crele cornlruction suppy i�ouses and
masorxy units and stone. s�ht twisting motion d�tributors. Contact �UKtiEiE Construction
� COMP�ilION&��A1H�IALS ' tcd ttie mortar jofnts �.vhen ihey become Praducts fa the nar�e ot ir�e neaest deaer.
SkUIKf�i E ti7ason Mix is a preblerx�ed.saided �t hard ltw wil ma{ce the mator join.'
proc�ct. "the standard f�mwlation meets �°t�°�a�'�°���°r`� �•H►arranry
ASi�A C2�Type S.Othe types are avadable CQVERAC-£ The 9UIKt'�E Corr�anies w�arm�ttxs txoduct
fo be of rrsr�ortable yudity when tusd ct
bY sPepd recp�est. Eoch F.L'Ib(343 kg)bcr9 of 6�JIKREiE Masa� � in acCxdarice anlh the ��xtnt�iors
�� Mix will kry up to 31 s�andard bridcs a 13 stan- �•�,��product is not w�rpnted ps suit•
9tN�2EfE Mason t,�x a ava�able in rti and �rd blodca a�le fcx an�
9 Y /p►�pose or�se other t'.xm the
additiond co�ors by�ecicl ader.Ca'or con ��� ger�rd pucpose for wt3ch it is ir��ded.
dso be added to th2 product r.�ifi is mxe{i by a�,�a R,o�o�y m«t�rs�r��Ed o�y�� liabA;ty unde� this wa�rcnty is 6rritsd to the
ocding 9UlKREfE Stucco crd Mortar Cdw c�fiticr�s ae very hot,dry x wi�dy�.In such repkacement of its product (as pur�cisea)
(�13i�to the mixing uroi�r.T�+renhj ston�rd case�,a genlle rrist of u�ater applied to ttie found to be defeCtive, a ot the shipping
colors are wdlo6le. surface wil prevent premqt�ae dryir�g and c�arporires' optior,, to refund fhe p�uct�ose
� irr��ove ihe strengih of the mArtar. price.In the eve�t of a clam under this wc�-
• 60 Ib(21.2 k�baqs rrnty.nolice must be g'n�en to The 9UKREIE
• 8J�(36.3 k9)ba� �._....,
1ABLE 1 PFIYS�AL f2E61lARENB�lTS fOR MASONRY MURTARS
4.Technical Date --------------
AFFtICP�BIE STANDN2DS nnoreriob -vGe Nr;m�m c«rorer�.e w�e�rerennon r�i oontcxt.
ASf tM Internatia�0l �trergtn xi P+t�u) mirirnur.ac�cen� mahm.m acrce�t
• ASTM C270 Standard Specification for Nvcr�c��rrne �a 2;qo(»a �s a
h'IOf}Of(CX llfllf MpSOfY}f RIOAINS Q C@irn.Mt n�Or!CrS S '800(p4� 15 12
• ASTM C387 SIC�fd $p2CitiC01i0r1 fOf N 7S0(52j 75 b
Pioc�coyyed, �►Y. Combined MatetiOlS iOr o a50(za) 75 W`
Mortar and Conaete �+.�v cc-� M -i�(i�� �s re
PI-IYSICAL/C-IEb11^.,AL PROPERTIES mort«s S �e�o(I24T 75 r8
ata�a� r�oso� n� meers a ex�eeds rr� N 750(57� n ,u�
�operty rcqurcmcnts of ASTM C2?0 cnd ASiM o a5o�t.� �5 zo�
c�S7 fa�ne�ype se�ectea.Ret�r ra ay�rxin�x�
of flSi�A C170 fo'gi�dorx.'E in Select�g�he ptop Wnen s�r�durd re�intcrccfi+ent is i�duded.tne ma6TUn�conreN str�t�e�
2f til0'rCt�y�.$23 Ttt�714�. 'Nfien st�uCwd rsn`acerr_M is induded Ihe rtaxirtxm cir;mie�t shal be IB`.4.
_.�.__�._...___�....._...- --- -- - - _.________ , ._.�__.
1 SoICCa'a�WNAMI�SPlC�se'o.74weahaoc!ofs�B�eoH�r�trhe'YHr,catiRCGfA�ynalam�or�a�or�eQtarin+Ma (�^��t:W# P.ss��:� .t�_.+.
� � e•'rafmnucMm$�elea'o�eFYi�.�aaroius00..�M'.+arO��daroaAaUJUia�DC^sLbbla/rin[occuatrrA47ReNGaaMUtlim0alaN(n�ISYea.ed.. . . rl�'��m:fi�lt+titn(3tta
��
�
SPEC� MASONRY MORTARtNG 04 OS 13
�
• ��;��
ccrr�onies in w�r�n�.ms irrtiFea v+orrc�ry is __�..�. __._�
issued or�J c�ccepted in ieu af dl other
eKpress war:anfies and expr�sly exdud�ys lic-
b�ity(a coru�quenfial�rna,,�s
8.Maintenance
tdOne req�rrd.
9.Technicai Services
The 6UC(RETE Corr'�poNes rr�ain tech�ical
fieid represeiz'alives It�ougfx�ut tt�ax�ntry.
CGntoCt a local d'attiwtor f�L`�norr�e rnd ,
n;�nbe•of the nearest reFresentcstive a co#
9U��C�EfE Co�struction f�rodx;ts.
10.Filing 5ystems
• Reed Fist Source
� Addlticr�l product ir�arcalion a�!e
From ttte manuftaChtrer.
•
09a,i-bt
�. �1�j i%H:Ca;;:vd vr�:t:�tc`ra'ey�ww.�wrate e!'�cw BNda-c F�wn san S EC G'w�a.rot carun,y iv aa+a�ai u�h�__ _.�Reed t c� �....__..__
�h
�� :'A'aCfY3l'1Kff/��CCYCMkKt8NM�0D"VY1.'.MvNtYiCd�10" >O'Iq!1.'OL14!C-iY]P:YLIQIC'�'F:�'Ktl9C�LfOC�.QAp'femGrfFUt?mGXe NM`p7sRfen41 �ConstN-tfenData
18
Corrugated Metal
Fasteners
� .
T�es and Anchors
DA510 and DA511 �i
Rectangular Cavity Wall Ties � DA510 `�-- ^"•e'•e' �
These are designed to tie multiwythe masonry walis, �e�
but provide no adjustability between wythes.
DA 511 �'r'_ ,'•.�°,e" _�
DA518 Adjustable Wall Tie Eye w! PintlE■ P�^�Section 1/1G'Max�mum"play'
This is a two-piece, adjustable cavity wall tie eye z-��•"•^-�^"��-�^"
� 3 4 5
designed to tie multiwythe masonry walis. A combina-
tion of a DA518 Retangular Eye and a DA213 Wire �`�
Pintle provide vertical adjustment up to 1-1/4". �
z-irr
DA5108 r_,,,, �
W/DA213 Pintle �`��,�m
Eye Sx1an
DA700 Series Triangular Tie � I
Triangular Ties are one piece of a two-piece adjust- s�Z�: s"widex�"long
able anchor system.The system is designed to anchor a°widex4~io�9
� mason to a structure. Ties are used with the DA207 5"widexs�iooy
ry s•wlae x s••�ong
MSSA Anchor Strap, DA210 Anchor Plate or DA709 '"W�aexr'i°�,y �
Column Anchor Weld-On.Reference "Veneer Anchors" 7"wide x 9"long
sheet for further information. '
DA700
DA730 and DA750 Trapezold Ties � ,
Also known as web ties,these Trapezoid Ties are one
piece of a two-piece adjustable anchor system. The —
system is designed to anchor masonry to a structure �° �'��
from the end of the CMU unit. The width is the actual
width of the block with which it will be used.The DA730 e- e°
is used with the DA709 Column Anchor Weld-On and � �
the DA750 is used with the DA207 MSSAAnchor Strap
or DA210 Anchor Plate. Reference "Veneer Anchors" DA750 DA730
sheet for further information.
DA990 Corrugated Wall Tie �
The coRUgated Wall Tie is are designed to anchor
masonry to a structure or to tie multiwythe walls. This
type of tie is well known in the industry,but is not always
meet certain structural requirements. Standard sizes ��
are 7/8"wide by 7"long.
�,.,, ,� DUR��'WA� 625 Crane Si.Aurora,IL 60505(800)323•0090 • durvo-wal.com • Emeil:info@dur-o-wal.com
8 Y O A Y T O N 5 U P E R I O R
��
�
DA400 Buck and Frame Anchors � , .
DA401 •� DA431 0
The DA400 have multiple uses, besides being Buck °� ��
and Frame Anchors. For example, DA431, is particu-
larly well-designed to anchor masonry to a structure for
both Seismic and Non-Seismic applications. DA405
DA600 Column Anchors �
DA603
The DA600 series anchors are specially designed for LH OR RH
masonry to steel column flange applications.
�--'� �� �
DA601 (LH 8�RH) DA604(LH 8�RH)
for block for brick
�
Material Specifications and Finish
Material Speciflcation Finish
Garbon Steel Sheet Metal ASTM A1008,ASTM A109 or Mill Galvanized ASTM A653
ASTM A1011 Hot Dipped Galvanized
ASTM A153,Class 62
Stainless Steel Sheet Metal y ASTM A167 Type 304 N/A
-,.._..._—_._�,�� ._.,.�.�_.._._.
Carbon Steel Wire ASTM A82 Mill Galvanized{ASTM A641}
Hot Dipped Galvanized
_._.._�
ASTM A153,Class 62
Stainless Steel Wire ASTM A580 Type 304 N/A
Warranty �
Anchor Material Thickness
Seller makes no warranty of any kind, express or
Anchor Dimensions implied, except that the goods sold under this agree-
Wire Tie and Anchors 3/16"diameter ment shall be of the standard quality of seller, and
Corrugated Wall Sizes 26`, 22 and 16 gage buyer assumes all risk and liability resul6ng from the
'Not Recommended by ASI530 use of the goods,whether used singiy or in combina-
DA431 and Buck and Frame 14 and 12 gage tion with other goods. Seller neither assumes nor
authorizes any person to assume for seller any other
liability in connection with the sale or use of the goods
sold,and there is no oral agreement or warranty col-
lateral to or affecting this transaction.
�.. � DUR'0'WA� 625 Crane St.Aurora,IL 60505(800)323-0090 • dur-awal.com • Email:i�fo@d�x-o-wal.com
8 V D A V T O N 5 U P E R I O p
2n
�
Warranty �
Seller makes no warranty of any kind, express or
implied, except that the goods sold under this agree-
ment shall be of the standard quality of seller,and buyer
assumes all risk and liability resulting from the use of
the goods, whether used singly or in combination with
other goods. Seller neither assumes nor authorizes
any person to assume for seller any other liability in
connection with the sale or use of the goods sold, and
there is no oral agreement or warranty collateral to or
affecting this transaction.
�
+�„ � DUR'�-WAL 625 Crane St.Aurora,I160505(800)323-0090 • dur-o-wal.com • Ema�:info@dur-o-wal.can
B Y D A V i 0 N S U P E R I O�
� 2l
Hilti Fas#eners
�
Kwik-Flex Self-Drilling Screws 3.5.3
3.5.3.1 Product Description 3.5.3.7 Product Description �
Hilti Kwik-Flex fasteners combine the Product Features 3.5.3.2 Material Specitications
in-place economy of self-drilling sCrews . �rtually immune to embrittlement 3.5.3.3 Technical Data
with the strength and performance of }ailure 3.5.3.4 Installation Instructions
bolted connections.The precision- • Se�f-drilling for convenience,labor 3.5.3.5 Ordering tntormation
milled point and lead threads of a Kwik- savings
Flex fastener are selectively hardened . Kwik-Cote finish provides up to
for dependable self-drilling and tapping. three times the corrosion resis-
The balance of the fastener retains the tance of cadmium or zinc plating
ductility.This results in superior • Complies with the
resistance to embrittlement that can be Buy America Act
caused by stress,dissimilar metals • Suitable for:
and moisture. Aluminum to steel
Fire retardant plywood
Corrosive environments
Tapping Threads eliminate
/nuta to simpli(y instaliation
Nex Washer Head:_ �
uses standard tools, Precision-milled drill
efficient drive system, O �t ,' speeds installation �nt
resiStS pullovCr �Y
. \ Flutes remove
Kwik-flex Head: Hardened to �tal chips
Marking simplifies Rockwell C52 �or easy drilling
inspection Shank has Grade 5 bdl ductdity and strength min.tor drilling
� (SAE JJ29 and ASTM A 449)without and tapping
embriitlement;Rc 28-34 hardness
Listings/Approvals
ICGES(Intemational Code Council)
3.5.3.2 Material Specifications ER-4780
Material strength of fasteners _
Y�eld Strenglh,FY Tersil� �
ksi(MP ksi�MPa)
92(634) 120(828)
3.5.3.3 Technical Data
Kwik-Flex Screw Specification Table
Fastoner Fastened Minimum Minimum Edge Note•These fasteners address
Size/Diametar Material Spacing(n.� Distance(in. �
No.v0 steel 5/8 9/32 delayed failure due to hydrogen
Aluminum t5/32 3�6 assisted stress corrosion cracking.
No.12 3teel 11/18 3/8 They are not any more resistant to
Aiuminum 9/t6 7/16 other corrosion effects than standard
1/41nch Steel 3/4 3/S Hifti Kwik-Cote screws.
Aluminum 5/B 1/2
�
FiHi,Inc.(US)1•800•879-8000 I www.us.hilti.com I en espanol 1-800-879•5000 I Hilti(Canada)Corp.1-800-363-4458 I www.hilti.ca I Product iecMicai Guide 2006 tYS
ZZ.
,�
� - -
3.5.3 Kwik-Fiex Seif-Driiling Screws
Kwik-Flez Screw Aliowable Pull-Out Values(Tension)��4
Pullout(Ib)
Drill Drill
Screw Aluminum
Size Poirrt Cap? Steel Gauge3 or Thickness(in.) Thickness(in.�
Type (i�•) �8 GA 16 GA 14 GA 12 GA 1/8 3/16 1/4 SH6 3/8 1/2 1/8 1/4 3/8
10-16 3 0.150 158 200 254 j 638 677 — — — — — 306 — —
12-14 3 0.187 158 210 284 480 620 1159 — — — — 210 914 —
1/4-14 3 0.187 159 212 274 480 740 1015 — — — — 240 969 —
1/4-20 4 0.312 — 206 260 500 765 1045 1215 1275 — — 230 700 1A73
1 Steel members shall conform lo ASTM A 36.Aluminum rnembers shall be 8083-TS aluminum alloy.
2 The maximum drill capacity�s the maximum metal thicknsss the fastener can self-drill and self-tap.
3 The base metal lhickness of No.12 gauge steel is 0.105",of No.74 gauge steel is 0.075'.of No.16 gauge steel is 0.060'and of No.18 gauge steel is 0.048'.
4 Based on using a safety facta ot 3.0.
Kwlk-Flex Screw Allowable Shear Vatues�•4
Shear(Ib)
Screw Drill Drill Steel Gauge3 or Thickness(in.) Aluminum
Point Cap? __._.. Thickness(in,)
Size ------
Type (in.) 18-18 18-14 16-16 14-14 1/8"-3H6" 3H6"-1/4" 1/4"-12 1/8"-1/8" 1/8"-1/4"
GA GA GA GA GA
10-16 3 0.150 545 693 585 — — — — 587 �—
12-14 3 0.187 526 847 fi62 727 — — — 335 475
1/4-14 3 0.187 558 925 672 967 635 — — 405 590
1/4-20 4 0.312 540 835 633 980 670 715 660 395 570
1 Steel members shall conform to ASTM A 36.Aluminum members shall be 8063-T5 aluminum alloy.
� 2 The maximum drAl capecity is the maximum metal thickness Ihe lastener can self-drill and self-tap.
3 The base-metal thickness of No.12 gauge steel is 0.105',of No.14 gauge stecl is 0.075',of No.16 gauge steel is 0.060'and of No.18 gauge steel is 0.048'.
4 Based on using a safety facta oF 3.0.
�
124 Hd6,Inc.(US)1-800-879-8000 I www.us.htlti.com I en espanol 1-800-879-5000 I Hilti(Canad�Corp.1�800 363-4458 1 www.hilti.ca 1 P�oduct Technical Guide 2008
�a�� 83 23
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n�fi�: 2/za/2oas
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f / f � / , %� ,• -;_;.•__�:�:.=-' -- Full grouf bAtwaan and baMnd
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, Dur-O-Wal1 DA 99Q
`��� / > >� �;�:��:`- Corru�ated Wail Tie. 12 ga
� /� � / ' /� /: Hot dip golvanized. Each
� / /� � stud and maximum 18" O.C.
- .�_�.r�� �rtieally. Fosten wifh
.::---.°=.�....� y � t�-16 SDST screw.
' ;.:::�..
� / i /j �. �
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� / / i � l _ -
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j j / � � � f - - - �- Vapor barrier and Dens
� �,/ � f , � �'.:�:;.:;:;;_;;� Gias per Areh over min
� � :t^:^>Y^>::�: � 1 G ga studs o! max 1 G"
� �� � O.C.
� /� / , /i�
/ / r' i � � % / �`r;:;:;Y.Y;;�;, •
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/ ' � I'/ ` I � / �:N�A'.•YIN� .
;�' / � ' ir / , ........._.
� TYPE "A" STONE TYPICAL ANCHORAGE AT STUDS
�
2y
.
��r` � �1llcl�x
.............................................................................
krL
����
The Original Masonry ---�+ ' o
Fastening System
The original masonry anchor that cuts threads into �
_ _ _ _ __. _ _ _ _ _ ��
concrete, brick or hollow biock.
��
_--____�__-.--______ ______ _. __
. �ro�
•;,olo�rj� �
'� Easier to�nslall•
less twque
�'f required!
...............................................................................................................................
Applicat�ons .
� HVAC svapping to masonry.
S Electrical junction boxes and conduit clips to masonry. � plywood backer boards to masonry. �
.�. Wood headers and furring strips to masonry. : Exterior insulation systems to masonry.
...............................................................................................................................
Prfld�ct Features Installation Tools �
� � Fast installation...drill a hole...drive an anchor. �Condrive 500'-Compact high speed installation tool �
� Packaged with one Tapcon"close tolerance" designed for installation of Tapcon hex head and �
masonry drill bi[per 100 anchors. Also available in Philips Flat head anchors up to 3-314"long. �
buik packaging. � Condrive 1000'•A multi-purpose tool designed for
� Available in 3116"diameter up to 4"in length and installation of Tapcon hex head and Phillips flat head
114"diameter up to 6"in length. anchors up to 3-314"long. ,�
S Compatible fot use in ACQ Veated wood. � Buildex Condrive Tools are designed to specifically
� Replaces small diameter expansion anchors,plugs �nstall Tapcon Anchors and to fit standard hammer �
and screws in light to medium duty applications. drills.
� No need to pre•spol holes..,and no inserts are ,
required. ',
� Reversible and removable...can be installed close '
to an edge. ;
Appravals and Listin�s Miami Dsde Counry �,y. �CGES � Ciry ot Los Angeies
Protluct Control Approved �O ESR•1871 RR25644 �
................................................................................................................................ •
Product Specifications Head Styl�s '
3I16"Dlamete�:l/4"sl�tted hex washer head(HWH) � ���-,
Oiameter........................3l16"aad 114" ��4"Diameter:5116"slotted hex washer head(HWH) " •
Tluead Form.................Original notched Hi-Lo' •
3116"Diameter:#2 phillips flat head(PFH) �+�.
Point Type.....................Nail 114"Diameter: �P3 phi�ips flat head(PFH) Q .�������`-' '
Finish............................Blue Climaseal' •
.,
� •
43
25
j
• '
THE ORiGINAI TAPCON i�SONRY FASTENING SYSTEM Product RepoR No.060901
......................................................................................................................................
Selector Guid� '
Part
Number Description Drill Bit P�rt Fixture Cors�non Applications
PfH HWH Number Thickness
3769a0? 313qa07 3It6 z i-lia" 5/3?x 3 li2" 309591C 0-ila° •Mounting brackets;cortrol panels;cable clamps,conduit clips,
3783407 3153407 114 x 1•t!4" 3/16 x 3-112' 3098910 0-114" junction sw'tch and contrd boxes.
3171 d01 31414W 3l16 x 1314" 5/32 x 3-12' 3095910 11•3!4" •lI1'or 3!4'ptyrwod ba�ker boards;rrianfirg brarxets,corrrd panels:catle
3185407 3155407 114 x 1-314" 3/16 K 3-1/2' 3098910 114 -314" �Rpr�aidutdQs,jir�AOR svdch and conad bux me9e15.
3173401 3143407 ?!16 x 2•114" 5l32 x 4-12' 3096910 3i4" -i-ll4" •1 M 2 wood 314'
furrg; PI�^n'ood badcer boerds;metal sa(et119��
31874U7 3157407 1f0 z 2•114" 3/16 x 4-1lZ' 3099910 314"•1•1/4"
3175407 3145407 3116 x 2•314" 5f32 x 4-112' 3096910 1�1/4"•1•3/4' ,p z 4 wood nailers
3189401 3159407 114 z 2-314" 3176 x 4•112" 309991U 1�114"-1-3/4"
3177407 3147407 3116 x 3•114" 5132 x 5•112' 3097910 1-314"-2-114" �Sill plates;2 pieces o(2 x 4 or 2 x 6 to masonry.Insul�iun lo
3191407 3161401 114 x 3-114" 3I76 x 5-112" 3100910 1�314°-2-114" masonry.
3179407 3149407 3116 x 3•314" 5132 x 5•112" 3097910 2•U4'-2•314'
3193407 3163407 1!4 z 3-314" 3116 x 5-I12' 3100970 2•1/4"-2-314"
3181407 3151407 3l16 z 4' S132 x 5•112" 3097910 2-1/2"•3"
3195d0T 3165407 114 z 4' 3116 x 5-112" 3100910 2•1!2"•3"
3197407 3167407 114 z 5" 3116 x 6-112" 3702910 3-1/4"•4"
3203407 320540J 114 x 6" 3116 x 7•112' 3206910 4�1/d"-5"
3379910 Condrive 500� For 3116 aod lf4 diamENer,Nex and Flat Heads,lenglhs up l0 3-3/4' I'
3103910 Condrive 1000m For 3116 and 114 diameter,Hez and Flat Heads,lenglhs up l0 3-314"
The minimum embedmenl requ'remenl is 1"and ihe ma»imum embed�nenl is 1-3l4".
One dnll bit is provided wtlh every boz o(100 pieces. Tapco�Anchors must be installed using all Buildez system ;
'SDS wilh Hex DriilBits: 5132'x T"SDS RoUry Hamirer Drill Bit,Part Number 3311910; componeMs(Tapcon Anchors,Condrive Toals and Tapcon j
('Condrive 1000 Only) 3116"x 7"SDS Rotary Hammer Drill Bit,P�rt Number 3101910. a���B�s)in ader lo qualify for ITW Buildex syslem suppat.�
� ......................................................................................................................................
Performance Data Insiallati4n Guidel�nes:
� I� CONORIVE 500 GUDELINES:
Anchor Embedmerrt Conaete Stren�Ih STEP t: Place drill adapter into 3/8"or 112"chuck of standard hammer dral. Place dril bit in drill adapter and
tighlen sel screw. Oril Fale a minimum of 114"deeper than Tapcon anchor is to be embedded.
Oiameter De U� 2000 � 4000 si 5000 i
t' 600 650 gpp STEP r PhiAips Heads may he nstalled using eilher side d sleeve. To kxlall a 114 diamete�Hex Washer Head
3/16" 1-112" 1090 1090 122a Tapcon,use large opening side of sleeve(see sleeve label). To instaM a 3116 diameter Hex Washer
Head Tapcon,use small opening side of sleeve(see sieeve labeq. SAde opposte sbe of sieeve over
, 1-314" 1450 1460 1730 dhl Git and snap onto dNl bi1 adaplec NOTE: If driving Hex Washe�Head Tapcon,�iver
1' 750 800 950 will automatically disengage. I(driving PNlips Head 7apcon,care must be taken to ensure arrchar is
1/4' 1-112' 1380 1820 2170 nd overdriven.
1-314' 2020 2380 2710 STEP 3: Loosen set screw on side of drill adapler rvith 118'Hex Key. Da nat remove complelely. Replace otd
drili dt wqh r�ew one.ARgn Oat side u�rith sel screw and tlghten screw. 0o not ovenghten.
�« ���� ��e� CONDRIVE 1000 GUIUELINES:
�N�� � � � � � � STEP 1: Place�oRect drill bit inro driver adapter and drill hole 114"deeper qian depth M embedmenL
7' 720 720 860
3/1 G 1-112' 860 860 860 STEP 2: Slide Condrive InstaYatan Tool sleeve over driil bit. Snap hex head w Phillips Socket in place.
1-314' S70 990 9g0 STEP 3: Insert ancha in sockel,posAion fixture to be faskned,begin to drive Tapcon irno pre�driRed hole.
t" 900 1360 1440 STEP�: The ancha is fully set when ihe nosepiece oi the Cond�ive Taol automatkaHy 6sengages from the
114" 1-112• 1200 1380 1670 saket and fixWre is secured"n place.
1-314" 1610 1670 1610 Nate: Indkaled lensiai and shear faflure values were oblained n Iests canducted a!CEL ConsulGng. Oesignaed hoqing
power depends on the quatiry of Ihe masanry malerial,deplh of embedmeM and propa hole size.These fgures are dlered mly
Tensan pbs.► SFlear(Ibs.) as a guide and are na guararueed in any way 6y Ninais iaal Waks Inc. The 5gures indicate average ullmale Iensm and shear
p�� MediUm ry� � ��m failure values.A sa(ety fscla ot 4:1 or 25%a(uNimale value is geneaAy accepted as a safe waking bad.However.
pj�� � �9 re(c�ence should always be made io appliwble cades(a Ihe specifa sale waking raGo.AH values are based on close
W' IMelght . We lolerance holes driped wi�h BuildeK Tapcon'tarbide driA hits. Perfamance of Ihe Tapcan ancha may vary n e�nrmcely hard
3/76' 220 340 400 73p concre�e aggregates.Consult your Buildex represenla�ive(a fur�hw inlama�ian.
___�.._ .._ r_ v� !
114° 250 500 620 1000 ps in tAe case with all appFcauons,euedez can orly suggesi rypical las�mxrs fa iypk�applicalions and�hal iM cmneclqn
Fa minimum edge dislance and spacng distance,please refe�Io Ihe ICC- desigi is Ihe sole respansibiYty of Ihe BuilOng Design Enqneec Ar[hlect a otherxise respansible perwn chargetl xilh Ihe
CS repal a�ami 0ade report fa this producl.Lig�hveighl and medium design d Ihe cannection. Fa funhe�praduq infamatiat please cadact the nearesl Aulhaized Bu�dex DisUibula a Ihe
wegM Cancrele Masonry Unils(CMU)were defned by ASTM C 90. DuildeM Technical Smke Depanment a�1-80a323 0720.
�� B�x
1349 Wes[Bryn Ma�rur Avenue Tapcan',Condrive 500'.Hi-LO',Condrive 1000',and CFmMeal'
� IleSCe,IIIIf10iS 60143 are vaaemarks of ITYY BuilOex anO IWais Tod Wats.Inc.
630•595-3500 Fax:630-595-3549 a ZOOT ITW Buildex and Ilinais Tad Wats.Irc.
wruw.�wbu�dex.com
44
��
� FLEXIBLE FLASNING 07 65 00
SPEC D Flexible Fiash�ng
n
' Grc�e c.onsrrucrf«,Proaucts
Perm•A•Borrier WB Primer is a water-based face temperatures of 25 degrses F
formula designed to prepare substrates for (-4 degrees C'�and above.
Perm-A-Barrier bVall Fashing. Perm•A-Barrier
WB Primer is packaged ready-to-use and 4.Technical Data
irnparts cn aggressive,high-tadc finish to the APPLJCABLE STANDAf�DS
Construction Products treated substrate. it is recommended when ��International
1.Product Name the fioshing does not adhere properly to ihe � �� D412 Standard Test Methods for
substrafe.Its VOC content is 10 g/L. Vulcanized Rubber and Thermo astic Rubber
Perm-A•Barrier�Wall Flashirx,� Bituthene� Rimer B2 is a rubber-based �
primer in sdvent speaally formulated for use ����lastic 6astomers-Tension
2.Manufacturer with Perm-A-Barrier bVall Rashing on °green" • �TM D570 Siandard Test Method for Water
Grace Corutruction Producfs �onaete or damp substrotes.VOC content is �sorption of Plastics
62 Whittemore Avenue 440 g/L.Bituthene Primer B2 LVC is a sobent ' �TM D903 Standarq Test Method for Peel
Cambridge,MA 02140 or Siripping Strength of Ad��esive Bonds
(866)333-3SBM(3726) ��•low VOC primer specidly formulated
tor use wifh Perm-A-Barrier Wal Membrare on ' �TM D1004 Standard Test Method fa Initial
(61�876-1400 green and damp surfaces.lhe VOC content is Tear Resistonce of Poastic Flm rnd Sheeting
Fax:(61�498-4311 �g'� � ASTM Dl8/6 Standard Test Method for Peel
www.graceconshuction.com Ardutecturol and Industrid Maintenance Resistance of Adhesives(T-Peel Test)
@egulations rmit the VOC content in products ' �TM D 1938 Standard Test Method for Tear
3.Product Description dpssified as fvchitecTural Coatings.Refer to ��9dtion Resistance of Ftashc Flm and
BASIC USE iedxtical Letters on manufacturer's webste min Sheeting by a Single-Tear Method
Perm-A-Barrierm Wau Flashin is a self-sealin , fa ihe most current ist of allowable limits. • �TM D1970 Standard Specification for Self- ,
9 g Ac�ering Polymer Mod'rfied Bituminous
fuly achered,composite fiexible flashing.It is g�ZQ Sheet Materials Used as Steep f�oofing '
� designed fer use as wall flashing applied to perm-A-Bcxrier WaU Hashing is wadable in 75 UnderlaymenF for Ice Dom Protection
masonry.concrete,steel,gypsum and wood, ��,q m)rol�in widths of 12", 18",24"and 36" • ASTM 0.3767 Standard Ractice for Rubber-
Perrr�A•Barrier Wall Flashing is formulated To �305,q57,610 ond 914 mm).The 12'(305 mm) Measurement of Dimensais
resist pur�ture, abrasion md other domage �{}h is packaged 3 ro�s per carton;the 18' • ASTM E96 Standard lest Methods for Wat2r
during installation.tts self-seding,fully odhered �Q57 mm),2 rolls per carton;md the 24"md Vapor Traumission of Materi�ls
and flexible properties anow Perm-A-Barrier ����610 and 914 mm),1 roll per carfon. � ASTM E154 Standard Test Methods for Water
Wall Flashing to be instaUed with greater ease Vapor Retarders Used in Contact with Earth
compared to other wall flashing materiols. COLOR
Perm-A-Barrier Wdl Flashing com�lies with �!�e Perm-A-Barrier Wou Flashing is green with Under Concrete Slabs, on Walis, or as
all current and proposed vdatile organic a repeated black logo imprint. Bituthene ����OVer
canpound(VOC7 regulations. Mastic is Clack. Perm-A-Barier WB Rimer is PHYSICAUCHEIvaCAL PROPERTIES ,
COMPOSfTION&MATE�IALS green. Refer to Table 1 for fhe physcaf properties of
Perm-A-Barrier Wall FlasNng system co�sists of UMfTATIONS �m-A-Barrier Wail flashng.
a membrane component, a surface condi� Perm-A-Barrier Woll Flashing rnust not be ENVIRONMENTALCONSIDERATIONS
. tioner and a rriastic.It is designed to be used applied in aeas where it will be permanently PerrrrA-Barrier WB Rimer is a water-basotl i
with Bituthene�Mastic and Perm-A-Barrier WB exposed to sunlight and must be covered primer. �
Rimer, Bituthene Primer B2 and Bituthene �thin a reasonable amount of time,rat to
Primer 62 LVC when needed. exceed 30 days. 5.Installation
Perm-A-Borrier Wall Flashing is a 40 mil Perm-A-Barrier Wall Fashing �s compatible STORAGE
(1 mm)self-adhesve,cold-appNed sheet con- with most fully cured poyurethanes,silicones p�otect ell materials from rain ar�d phyacal
sissting of 32 mil(Q.8 mm)of rubberized asphalt and coal tar sealant and dampproofing damcge. Pdlets of Perm-A-Barrier Wall
integraly borxJed to an 8 mil(D2 mm),hig�r �terials.It is not cornpotible with aeosote,
density,aoss-brriinated polyethylene film,The joint seatants containing polysulfide polymer, �ty��st not be double staCked on the
rotls are interwound with a cGsposable silicone- and Products manufactured from EPDM.For lobsite. Rovide cover on top and dl sides,
coated release sheet, further information on compafibility,refer to ��owing for adequate ventdption.Store wall
Bituthene Mastic 's a rubberized, asphalt- Technical Letter, Compa6bility of Perm-A- flashing where femperat�es wip not exceed
based mastic designed to be used at all lops, 8anier Membranes Wifh Other Materials. � degrees F(32 degrees C7 for extended
seams,top edges and cuts in the flashing,and � to compatib�ity concems, alternate Periocis.AB produCts must be stored in a dry
around all penetrations through the flashing. sealers, mastics, primers and damp- °rea away from hagh heat,Ilames or sparks
Bituthene Mastic should not be used in appli- p�oofing materials must not be used with At pant of use,store only as much materiai as
cations where i1 will be covered by Perm-A- Perm-A-Barrier Woll flashing. is required for each day's wcrk.
Barrier Wall Flashing.Ifs VOC content a 200 g/l. APP�Y Perm-A-Barrier Wdl Hashing and
Perm-A-Barrier WB Primer only n air and sur-
_._.._ w�.___..,.�_..__ �_.._....�.__
� � SRC-DAU"mn 4�lYl;-SF[�de regderetl I�owrmkt ar ReeG esvw hc Te te�oM SPEGWin iai.a ca+�am N iro edtancl sryM �Reed i �.i-"°.;• E
of1h,:Cors��uclknke.i6td:aKMteJew4i�vdnMa'voo+wdon��u'si�raerawwsbblalochdooioc:vocye7W)RoeaCoaru:�la�0oto.�alM,y�tsf.awrvea ConsWChonData
� �
2�
� '
SPEC � FLEXIBLE FLASHING 07 65 00 I
� II
Groce Construction Products i
PREPARATORY WORK ��
���
Apply Perm-A-Barrier Wall P.ashing and acces- F � ,�.��?;
sories only in fair weother when ar ond sur- {� �' yi` ��`'Y'"��
„ : . "�.� ' �.;,,._ .
face temperatures are above 25 degrees f ;�i���' ;�T �' �_ �� •
(-4 degrees C). .,� �'
Wherever wall flashing is to be app6ed the ,- ,t
... .�8.�.
�,<,_ � r
surfoce mus be srr�ooth,clean,dry arxi free of ��'". c-� �^; '"
vads,spoled areas,loose substrate,loose nails, ` - " P�Y,
�,,� � _._
stxarp protrusioru or other marter thcrt wiq hinder � ,,� Y
the adhe�on or unifcrmity of the woll flashing Q�R _
irutaNation.Clean bose dust or d�t from the sur- �i"n k� � �=A����� :
face by wiping with a dean dry doth a a brush. ,;c � " i '``'�:�E,:.�,
s,_
(?�` .
� r a . i.;. f.
AFPIJCATION ,�,•� `� pe�`'��, ��' �� _
WB Primer :�?`�'�Fi-�:�,���� ;; �
Perm-A-Barrier WB Primer is recemmended for - '� �� -�`'
use if the surface is soiled a dusty,or if it is dif- "`°`�.� ,..�� �� . , �
ficult to acd�ere the flashing to the subsfrate, �"'`,� .��k,� � j' ��r�� � ;�.
Perm-A-Barrier WB Primer is a water-based � ` ���.�. „�' � :
primer that imparfs an aggressive,high-tack ' _ ..--- - ._- --._._ __� �._� . . _ _
finish on the treated substrate.!t is packaged Fgure I:Perm-A-Barrier�wau Fas�tiing irutdlarion
ready to use and is specificdly designed to , �
faalitate tenacious adhesion oF Perm A- � "°"°.":�,_-�, �
Bcrrier Wall Foshing. Use WB Primer when �� =-==
odherin wdl flashin to lass mat surfaced � F ' -t�
9 9 J �-•-�:—�.... i' .,�,� z,
exterior gypsum boards, such as Dens-Glass = ' '� :� �; -� f 1 .� "�==�-."
� Golc�+. if necessary, prime wood, plywood, � - �� ls'',,rr..���� �
OSB,conaete,masonry surfaces and gypsum �L� _�.,,.,
sheathing by roller at a coverage rale of 6-8 �^M ���-"�`-- " ""'
m'/L(250-350 ft'/�D• 4..._ =,r,�'`.. �:...—._.
Albw Perm-A-Barrier WB Primer To dry com- ^'•�°` � j ----.,
pletely(approximately 1 hour,depen�ing on � _ _._
weather conc�tioru) before application of � �'—
•. �,-1,:.,•:_ � :
waR floshir�.In general,priming should be lim- ~'r'. - � - i � ' ! � ;
ited to what can be covered within 24 nours. ^� :� •• a r_�(
BiTuthene� Primer B2 is used to prime ,�_�.:,...,� ���``—_:%'
"geen"concrete or damp substrates.Apply =�-�_- •--�•�—
to deon surfaces at o coverage rote of 6-8 �-----�--
m'/L (250 - 350 fT'/gal). Allow primer to dry ti9�e 2:PtuapetlRoof detoi ot reinforced cores figure 3:fircug�rwpil flashing detals
completely(opproximately 1 hcur,dependirig
on weather conditions)before appNcafion of
p��r.�
waG flcshing.Apply Bituthene Pr!mer 82 LVC to (
dean surfaces at a�vernge rate of 7.5-10.0 w� I"-'�� I
m'/L(325-425 ft'/gal).
Rashing Application .�—.__ �
Re-cut PerrtrA-Barrier Wai Rashing to eas�y r._, / �
handled lengths.Peel release paper from roll to ----(•:•
expase rubberized asphait arxl careftilty posi- ��•� j � .
ticn flashing against subsTrote.RIPCOf�,a split , .. }
release on dernand feahre err�edded�ihe � , �•SQ6 �
r� C ' —
membrane, also makes Perm-A•Borrier Wall __�.,� : j ---
F�Snnflg 205y t0 EJOSI�IOfI lfl C12t0112C�CIfQOS.Pf@SS � �`� !�: I Ye�...,�
fvmly into place with a steel hand roller or 1he �_._1�--�t==: ,�;,w��� ,,,.,.
badc of a utility knife as soon cs possible,fully � �`�� �
adhering the flashing to the substrate to --�� "'`. �4R� I
prever�water fran migrating under the Perm- __.._._..� L
A-Barrier Wall Fk�shing. Form end doms Fgure 4:Base of w�all detdl Fgure 5:Sill detai
at horizontal flasfwig termnations to prevent
� {`� SPEC-0.VA'�O\IlN45RC�oe regulpeu Ir��na.4i d ReaU B�eue���c.ne len v�l SPK�GU lartol canfwms lo Ina euikxbt slYk �Reed I 1 .:%r.�
ol il�e Caslruc�ion kecifcoiian ircliwe au e used v.in meir oermusp�.the rrrndoci�er e respu+sLb(a le<m4.i ncvocy.�AU7 a.en Corntr,r�m�cto+YI ftgn�s 4!ervee Canstruct on Data �
� �
23
�
SPEC� FLEXIBLE FLASHING 07 65 00
�
� Grace Constructicm Roducts
_ _.�. __._
---- -----_____ _-I °--- ---_
. •� f'� �e�.w�._��-+ti � '
u'��.�.�, '—'__'� o�a� �'�"��;
�...•..r _.__., , er..r.. '
wrr"� R
��•� ��.s r`w+
yt�—�t rr
u.r�r�� � ' ��' +.wwr
MY�e . �Yrb �J �n�av' �
a ��� f 1 ��•• � � ��1���100.�
i
�_Z�---�': �"" ' � T—
�,;.� �y . f ,,. �� ...L...
� �� �. 1: ; 1 a�n►i r r �
u.n�
`4 i
���r4��;�� '�- _ i ' a,,.... ,_,.- °","l I
.�..;� _-��_ _. � `..�. r� _�.'�
—�:���� ' :� .�� --
; ��.�
F�ure 6:Base of wdi detail Fgure 1:Siu detal fygure 8:Mascrcy operrng head f:oshing 4 �
w�a.� � �z... __�.
� w_,. —�,, -��- wow..
� � ��� , (
... , •� _,.,,,,
_ _ •
....... e-•,�,L � :..
:_ .�- � ,r__ ....... .�....�.... ,,,,�,..,,
..�'
• �• ���— \t--r �wr�y ._.
�� �..i � �w�
_rY'`•' ! tir1 ���
w�V ��
:L:•£�� Ow.���
- ��IF4�r1 . •w+7
�u���r� WY✓1v�
�r � �� • �
r.� .. ! :. • ,
n..�m .. . .. i ' _ " _' -__.
-�' ��— . : d . � .�.. � .r1r,.� � �
_._� • . �,,,,�, ,,,. -�.__..._.._,..i .
p ' MNea +�Nr+ �} 1, .
n_ wur ar��V� ` �� T � -w�yP l .
V }'
. . .�.. � ..�w... .� j, '. r•''••'''�'� '. :�
....w.es. ��.i. �
..�.ti'.`r... ---- ��� .......� _' �.
� �wa¢ � ,
�t +�� tiw
y�rr �
.,yi
�� °� M iS.
...�..n..r...� �
�.._ :.:_.___,_._-. —_._'_ ____-__.._'—__—__._.._—_._
figure 9:Masorxy cpering he�d floshing ngure 10:9�elf ongle detdl Fgure 11:Porc�et detdl ��I
I
�— __---- -- I
, M��tlly�� . .r�'`_._..__ ...._ —.
`�=1 •�•w fy. .� I''
� 1:..�:�'' ��a (—..�.�. rrw ce . -ee . ..., t.� I
� ���ir.� .:'�-� ;\ r• `�,��� ) t^ �.•', C)
j ,� .._�_. % �. . •�-- .
a....�. —: ,
Y . �y��Y� ��� �rw�
j ,�, _�...�.... ..� -� '�,� . t :,
F�""" -...�.r �r - � i : ��.''(1'.�� �
i w�'r`r �� �r«.r~ � ,i7- J y' �'���
r�.r� '7 l... ! 1 �� �� `��`7�`
1 ' . : i •�...�� •�r..r.rr
��� • . r�... r
�v��
�� '�[C �MiM � . WI��.., ���sm•��r�er���
�f.�:�yw��N�rrMw�Y� �r�0� ._. .. � n o(�wrr�e 8 �
�` ��� ti�n.�Pr»e..r� M�:.—' �� ar~_1 �y r���� tylrw
� �>.�y� �r�»�r4�0� t,r� (���= 1
��• w�y��r oYwwtiV ��r�� �
,w. _.. f Q� _ b4_— !
_. r . 1
Fgure 17 Ve�tiod reinfordng Figure 13;Perm-A-Barriare flashing detais ot� Figure W:Optiond fbshi�g deTdls
PerrnA-&xri�through wa�ftoshing ord out�de corners
� '�1 J sttconu'�o,e rnav�.sac`ae,eq�,�e,ea o-maw��a a�,e aR.a��.m,ro,Pon sv[C-oar>a��a w,ra�,�o inr nr+«d s�,� _.. Reed I I r i:i�..
� 01 TV Co^NruCl'on$oeCTiCOfaM N1ti le aM e us0a x+1111�air oertrssm iFe rtmJxlurer h resouiVtle lu IeCM'rbl aMa[v.°1007 Reetl CasM�tGon Cnlo.N Gp�h Qe,ervaG �Constructian Data`�
� �
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�
SPEC � FLEXISLE FLASHING 07 65 00
�
'� Groce Construction Roducts
wot2r eniry. Overlap adjacant pieces 2" 6.Availability&Cosi��✓ � � Ad�itional product information i�wailable
(5C mm}and reH overlap with a steel hrnd roller, qVAqABIL(TY from ihe manufacturer.
Appy a bead of Bituthene Mastic along all A, network of distributors carries Perm-A-
laps,searns,top edges,cuts and penetratiau gqrrier producis. Contact a Grace Con-
cxrJ trowel into piace.Loy w irim edges cf
Perm-A•Barrier Wall Hashing 1J2"Q3 mm)bac��c siruction Roducts representative for�dering
fran the fqce of the masonry. No regiet is °r'���Ery'"�o��.
ne�ssary when instal6ng Perm-A-Barcier Wall COST
Flashing to vertical surfaces.Compiete instal- Perm-A-Barrier products are competitively
lation irutructioru and detaiis are wdlobie Friced. Fa specific intormation, contxt a
upon requESt. If wrinkles deve�op, carefully Grace Construction Products representative.
cut out affected area and replace in similar
proc:edrP c>utiined alxrve.The repoir pier_e 7.Warranty
must be pres�ed into place with o hmd rober Perm-A-Barrier products are warranted to be
as soon as possible to ensixe continuous and free of defects in manufc�ture for a period of
int�nate contact with the substrote. 5 years. Mat2rial wil Ce provided at no
���N charge to r2place my defective product,
Perm-A-Barrier Wan Fashing must be proteci-
ed frori darriage from otfier trades a con 8•Maintenance
siruciion materials. None required.
SAFElY,STORAGE&HANDLING 9.Technical Services
Perrr�A-Barrier preducl5 must be propery han- Support is provided t7y full-t�ne, technicaUy
� ded.Vapors from the masfic are harmful and trained Grace Construction Roducts repre-
flammabie,ihe best avaibble information on sentatives arxl tectmicd service personnel.
safe han�ing, storage, persanal pro?ection, backed by a central research and develop-
health and environmentd cor�iderations has ment staff.me most current details are avcdl-
been gathered. PAaterial Sofety Oato Sheets able on www.graceconstruction.com.
(MSDS) are avaiable upon request.All users
musi acquaint themseives vdih this informotion. 10.Filing Systems
Carefu�y read detailed�re;autan stotements • Reed Frst Source�
on pro�ct Iebe� and ti1SDS befo�e use, or • Sweet's Catalog Fdes
contact Grace Constwction Products.
TABLE 1 iYPICAL PFIYSICAL PROFf12T�S OF GRACE PH2M-A-BARfdB2 U/ALL FLASHWG
Roperty(test mcihod) Typicd volue
Cclor Green with repeated logo'vryxint •
lYYCknes.ASnv1 D3)67.M2�hod A GO mil(1 rnm)
Low terrperoture 8exiblity,A51W1 D1970 Unoffecteti at-20°F(-�
Teruife s�rength membrane.ASiM D412 Die C Modif'ied 1400 psi{S�Op kPa}mrimum
Bongol'an,ulfirncAe falure of rubber'¢ed as�.�all.ASTM D412 2(l(ff6 mini�rnim w.a.�«e a co.ca�.r,o���ne�o�moro�ne�A:Y,nz r�cmi.a
s b�s��pon dato a�y 4nowte�^,e c;,�-.de•zd to be uve ard
Lap adie�on at minin�wm applcation bp b/ft IS N/m wi�h ��Ri`'X�Cif�6 711?,iQ(1 fIX IhE IfQ i co�ae��r�n;man�-ron
t�fCllulO.ASTM D1876�vk�ifiBd � ) o��ve:A�m�a�.u:r wE w rat vrorrant me ren:ns ro te carorey.
F.awe�eai au starem�ras.re.rommerrio�:.v a�suc�esl��xs n con
AdF�esion to cOncrefe af rtvrtir�um OppliGatiOn tert�perOlv2, nr+abn ar,�nau�m-�at�,;ot wie.wr,:nae,_���o���caswco ea
ASTM�3 60 b/Ft(875 N/rn)widfh Oy K.�IC:IOt9r,kN.rECDrrRgrt�yipn cr ag�aahon is n�e�dzcl fU
��y�ao nh�h wc�b�Nrige anY wle�t r cooW�.W.R.G:�&
Puncture resisimce,membrane.ASTM E154 gp� qpp Co Cmn.A?Y A3ternrre Avenre.Cnrcib;=r.0 m;�r,;a,x�o.
( M w.r?.c�acs�eo.co�ya u�.zse c�,e�is a�tven.q�.
(b)Tear resistonce.�nitiafiort PSTM D1004 �3 b�g�� ���•���LS 3C1.
Tear resistrnce.PraPa�rion P.y�M D1938 9 Ib(40 I� a�o.ee���-av��w,�auwne�,ure�ease�ed rwe,xru
ol W.R Ga.e&Co.C.an
Permemce.ASTM E96.Method B OS perm(29 ng/(Pn X s x rrr))rrnxirwm �'�05���s o reg;fered trotlertqri W Iha GargoPaofic
CCrpptp6Crt
CAOytlgllt 2005 W.R.GrCCB 8 CA.�CCrv�
Water obsorpfion,ASTM D51D 0.1�mazir,um a,�e.on rrnrad�usa oeim a�snusa
� _. . ._ _ _. ..:. .._.
"�1( SPK-DArA�ard NaV1,5MCt ae rephlaeu i�v:e�mp iY Ree�f B�e rn:.'M len P�+I SPE:CAtA 4rwl mca��o me wlia�al sNk /�Reed� � .. �:... -
`(� of;ne Caneku.im ite:dcalbrs�xlBWe oM e uscd viln Ire'r cwmm'nn.Ra em�hrztwa s xcwa rri�a txmioN rcoarcr rA07 R?rf Co's�wrFen Mo M f g�is Gsfe�:ea �i Constnutron Data ..
� �
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W
• • • s ' s � �
PERM-A-BQRRIER' WALL FLASHING j �
Self-adhesive, rubberized asphalt/pol eth lene LJ
Y Y
flashing tapes for cavity wall applications
Description • Cold applicd—no flame hazard;self-adhesive
Perm-A-Barrier" wall membranes are ideal for overlaps ensure continuity
protccting tlic buildiug superstructure ti�om the • Flexible—accommodates minar settlement and
damaging effects oFthe elements.By minimizing shrinkage movement
air and water vapor flow through the building • Controlled thickness—Factory made sheet
exterior,Perm-A-Barrier�vaU membranes: ensures constant,iion-variable site applicatio❑
• Prevent prcmah�re dctcrioration of the building • Aggressive,conformable adhesi��c—crcates
envelope l00°.o watertight laps�nd allows self-seuting
• Enhunce thermal performance of the stntcture around mechanical fasteners
and save energy costs • Unique green color and logo—liiglily differen-
• Improve comfo�t for the building occupants tiatcd on the job site from other flashing types
and enables easy identitication of damage
Advantages • Itipcurd`Split Release on Demand—faster
• Fully bonded—continuous adhesion to tlie application in the straight-aways,ease of
� substrate resists wind loads and prevents water membrane positioning in detailed areas
tracking behind the tape • Foldless release paper—fewer edge catches,
• Watcrproof and virtually impermeable to I SO°pull-back,ease of inembrane cutting
moisturr—virtually impermeable to the passage (single cuts)and membrane pusitioning,quicker
of liquid water and vapor one-man installs
• Cross laminated film—provides dimensional Sys#em Components
stability,high tear strength,puncture and impact
resistance • Perm-A-Barrier Wall Flashing—�0 mil(l nun)
total thickness self-adhesive,cold applieJ tapc:
consistiug of 32 mils(0.8 mm)of rubberized
asphalt integraUy bonded to a 8 mil(0.2 mm)
high density,cross lamivated polyethylene film.
Produet Advantages The rolls are interwound with dispusa6le
• FUlly bonded silicone-coat�d release slieet
• Waterproof and virtually impermeable ,.,,�, ..
to moisture � �
Perm-A-BarriEr y
• Cross laminated film w�nF�esn;�9 �
/� .
� Cold applied . �
; ,
• Flexible �`' � � •
,
i.,_ r � '
• Controlled thickness ��'"�,,, ` �� ,
• Aggressive, conformable adhesive � '
ii��� , •
• Unique green color and logo � ��` �
• Ri cord S lit Release on Demand � � � � �
� P P �_� '..:, : }.
-� � �.. •" ..
4i.��J�.r- ..
• Foldless release paper D�av�ings are for iNus[raiion purposes only
�
Please rofer ro www.graceconstruction.corn for specific app6catian details
3
i
� • Perm-A-Barrier W'ali Membranes—air and Apply primer in dry weather with ambient and
vapor barcier membranes for use in cavity waU subsn•ate temperamres above 2S°F(-4°C).Surface
applications must be dry and clean,ti�ee tinm tinst,dirt,grease,
• Perm-A-Barrier WB Primer—hiah tack,�vater- ��I or other contaminants.Failure to remove
based primer for use on exterior wallboards excessive dust may result in compromised adhe-
• Bituthene`Niastic Trowcl Grade—nibberized sion of the membrane.Allow primer to dry
asphalt mastic for sealing around penetrations, completely before application of the Flashing.
temiinations,briek ties,ete. In cuolcr or humid conditiuns,priming may be
donc iu advaisce.If primed surface is exposed for
Installation more than 7 days,or if signiticant dust or dirt
Safety accumulates on the surface,re-prime witli a tliin
Penn-A-Barrier products nwst be handled prop- coat uf Penn-A-Barrier�VB Primer.
erly.Vapors ti•om�he mastic and solvenabased The drying time could vary from 1�mituttcs
primer are harmful and flammable.For these prod- (<90°F(>32°C),windy,under tlie sun)to 3 hours
ucts,the best availuble infonnation on safe (cold aud no wind),dependin�on tl�e weather
handling,storage,personal protection,health and ��ndition.For 90°F(32°C)or greater,45 minutes
environmcntal considcrations has been gathered. to one liour,50°F(l0°C)tu 90°F(32°C),
Reter to product label and Material Safety Data I-3 hours;less tha�i 50°F(I U°C)3 hours or more.
5hcet before use.All useis should acquaint them- g;nuhene Primer B2 is used to prime green
selves with this information prior to working with concrete or damp substrates.Apply to clean
the materiaL Carefully read detailed precaution surface at a coverage rate of 250-3�0 ft�/gal
statements on the product labels and MSDS before ��g m'/L).Allow primer to d�y completely
use.MSDSs can bc obtained from our�veb site at �approximately I hour dependent on wcather
ww�v.graceconstn►ction.com or by contacting us condition)before application of wall tlashing.
toll free at 866-333-3SBM(3726).
Flashing Application
Preparatory Work pre-cut Pei�n-A-Ban-ier Wall Flashing to easily
Apply Perm-A-Barricr Wall Flashing and acces- handleJ lengths.Pecl rcicasc paper from roll to
� sories only in fair weather�vhen air and surface expose rubberized asphalt and carefully position
temperatures are above 25°F 1-4°C). Flashing lgainst substrate.Ripcord,a Split Relcase
Wherever wall flashing is to be applied,the on Demand feature embedded in the membrane,
surface must be smooth,clean,dry and free of also makes Pem�-A-Barrier Wall Ff�shing easy to
voids,spalled areas,Ioose substrate,toose nails, position in detailed areas.Press firmly into place
sharp protrusions or other matter that will Itinder with a stccl hund rollcr or thc back of a utility
the adhesion or w�iformity ofthe�vall flashing knite as soon as possible,fiilly adhering the flash-
installation.Clean loose dust ur dirt from the ing to the substrate to prevent water from
surface by wiping with a clzan dry cloth or a migrating under the Perm-A-Barrier Wall Flash-
btush. ing.Form end dams at horizontal flashing
Conditioning and Priming terminations to prevent water entry.Overlap adja-
Use Perm-A-Barrier WR Primer to enhance adhe- ccnt pieces 2 in.(51 mm)and roll overlap with a
sion on dusty ccmentitious substratcs. steel hand roller.
Perm-A-Barricr WB Primer is a water-based Apply a bead of Bituthene Mastic along all laps,
prirner which imparts an aggressive,high tack seams,top edges,cuts and penetrations and trowel
finish on the treated sttbstrate.It is specifically into placc.Lay or trim edges of Perm-A-Bairier
designed to facilitate tenacious adhesion of Perm- Wall Flashing�/in.(13 mm)back ti•om the face
A-Barrier Wall Flashing,Perm-A-Barrier Wall of the masonry.No reglet is necessary when
Membrane,Grace undcrlayments and Grace installing Perm-A-Barrier Wall Flashing to vertical
Vycor'Sclf-Adhered Flasliings to various surfaces.Complete in.r•tallation insductions and
substrates including UensGlass Gold"(refer to details are available upon request.
relevant product data sheets).It will cover approx- �f wrinkles develop,carefiilly cut oW aftccted area
imately 250-350 ft'-/gat((r8 m=lL)wlien applied and replace in similar procedure outlined above.
wi[h�roller.A synthetic,��in.(13 nun)nap roller The repair piece must be pressed into place with a
lias been found to be very successfiiL A moder- I►and roller as soon as possible to ensure continu-
atcly thick coating should be applied and rolled �us and intimate contnct with thc substratc.
out evenly.A properly applied coating will have
uniform covei�age and leave a tacky tinisli to tlie P�oteCtion
surface when dry. Petm-A-Barrier Wall Flashing must be protected
from damage from other trades or construction
� materials.
1 1
3�
� OISCONiMUWSFU3MNC
.."____"'_:::_...... .,
A1 nasorcy apmyq Aead Q ml1 flashMq and al
oner Ilaahng Ma::recons.cu�nd IaP XesRig , ,�.Ses Oa�a�B
b pOWIQ!M C2n15$QAI fOplC�!d!M E3T �'
�epxemwiWoCeedOf.:ib��,'��.:cS'.:,�; j : �'�
� r- �— e,���e�a
� � �a� &w,��.
���
verm�A�Barng �j.'y' - � d�tr;dst�d . �r +.r_,
wy�Flasnm9 �?1... �- r-;i; Wec�Or7Y /..- � _
,� ���� y'+�- .., { � `�� 1
� (t
l � [ ' � 4
� � � �.L r .
�:�!"- �_ ..,�� -j-a.y;2�a :.,.co:e - � ± � i.
CONTINUOVS FLASHNG � `������ �..,a7 a�:�, �/.. , . �.
N ms�0e anC wMSWe cmk�s.bq aW ISO A haMns �
nam�Saal b0�8 caner IaV oams ��.
nL1 a beatl d B�Wlene MasUC Nob�Venes na�flnw M d�ry ! ~`'� '\ '.
Mla1131tl �.,
BeaOd .. -. .....-_. � FqaYfp �
&IUIMn�Nas4c ��
2 n 157 mm)
.� ..� Ponn-A-Bar�ar up Npw
Wax F�asn�nq u spees
�� �i ; a.«...k�..a�,.
Through-wall Flashing Details Perm-A-Barrier Flashing Details at Inside and
Outside Corners
: .-_ - — -��,�,.�
SeaaN �: .'y - i1mWi
Perm-A�Barrier ,—�� ',
W oll Flasnxy
YrYMUan .. ...... _ .
ZF.{Slmm). ..._ ' t.' �
tlrarapspat• .
.IOSM
Car,ry wauqeon b. ��yti '..
eiWmene Masnc �
� Yi Ilmfmr�OraM
PelmA�Bamer- .� �� ' ��
� WatlRBSMnq �,, y -. ��8 . .
OfdYliqO f G USIIQ!... �� ....—: . .
YnE lyp�op�Onil
' Perm.A-BamM
^rydock f ': WanFlesrong
CMU 8 monsr " � i ��
_ SeelaiM
SeeOeieas'A'8'B' ��{ � WeeMM �r „.r�
on Gnn Ow Cw�B�.x." _ e0s
C t8n.(708mnjO.0 �� .
WesR al�8 n.. -.. � : FnsAOd—,.,
(406 mml Q.G � ..
yr;y 9n°e i,'\ � + f;r�,.�--
Sndanql• 5 ',.ti. .
�; Y �S�r��
Cmeqesa4le..-.,.. - Sr a�emw—____ �.. ;� u 3
L4r t"'`! � BasetlYVall ��'� I��LL ��_�.
oa�,wy. .... �-�;s '� o�e_.c,�. 44 �:.�i ��-ln'����-�ii
ork�aRer�Mne F. _ . .:� -- OrewrW 3wJ ._ . �. 1 , �
Parapet Detail Base of Wall Detail
e m.(t03 mm�nonrnai
(t0 in.6 72 h.
(25�mm d 706 mm)simA.� I
Jant --�______._ ��
n�oieemanl
Pe�m'A"Barnx PerrtfMtlem�r _._._._._ •
WaIlFlas�"q 1 Wal�Flasn�ngwit� � raiKa,csnaM.__.. _._..�,.�•'-
wiN eM d�ma ( e(IC Gims 1 � C•�i-:/r:
� OChonal Zond le ��-
ti� Msamryl�iNion ����;�
$IwWS�N • r t� � 7l Dry�Dbck � Pum-A-BYrror _"_-..y,`,, �.
sainmaAar nCMUBmoMr •f� wa'iFban^9 �:+�.,':-�};
•�` Wapsa�l6.n D7'8bu �_•�`
OnD T�-"�—a. (a06 mm)O.0 in CMU d rtarmr (,�.=,``�'� �.�:
' Pndst W+M�...--"�-�y,... J
Saman
' S�s ONmI—1 �w'� -'.{
W� s
/� 'CbeloM � I
���.�s,� / .,r. _ S,od�« __
�...». � .
A.He�ddWY O SWYp�caltlnMalbma4
Cav�ry+nsulaFOn � Psrm-A�BerAer WaM Flasrvng '--.—.,-.
JanlnWareemanl ..
6 venear aiClio' SC�i1�u qeM Mip i
M
�gwnea epye D 2 m(St mmry qyn.� I C.SuinNu W NdriO Wg�GbN
oy.gbac � � f_"_1 1
��M�b�, _ � w�i —'f
���FFF � SsaWM
� SIee1MMN �•
Sill Detail Masonry Opening Head Flashing
� �
33
� Supply
Product�� Unit oi Approximata Weight Palletization
Sale Coverage
Perm-A-Barrier Wall Flashing i
—12 in.(305 mm) 3 rolis 75 Gnear ft per roli 22.5 Ibs/roll 25 cartons(75 roqs)per paile[
—18 in.(457 mm) 2 rolis 751inear ft per roli 33.7 Ibslroll 25 cartons(50 roqs)per pallet
—24 in.(610 mm) t roll 75 flnear ft per roll 49.7 Ibs/roll 35 cartons(35 rolls)per pallet
—36 in.(914 mm) 1 roil 75 linear ft per roll 67.7 Ibs/roll 25 cartons(25 rolls)per pallet
Bituthene Mastic-5 gal pail 1 pail approx.120 ft�at 60 mils 54 Ibs/roll 36 pails per pallet
Bituthene Mastic-30 oz tube 12 tubes approx.30 linear k 3216slca�ton^ 72 carto�s(864 tubes)
x�/a in,bead per pallet
Perm-A-Barrier 1 pail 250-350 ft�/gal 45 Ibs/pail 24 pails per pallet
WB Primer-5 gal pail (6-8 mzlL)
Physical Properties
.�.__. , .,.=-:w.
Property Typical Value Test Method
Color Green with repeated logo imprint
Thickness 40 mil(1 mm) ASTM D37fi7,melhod A
Low temperature flexibility Unaffected at-45°F(-43°C) ASTM D1970
Tensile strength,membrane 1200 psi(8300 kPa)minimum ASTM D412,Die C modified
Elongation,ultimate failure of 200°!o minimum ASTM D412
rubberized asphalt
Lap adhesion at minimum 60 Ibs/ft(875 N/m)width ASTM D1876 modified
application temperature
Adhesion to concrete at 60 Ibs/ft(875 N/m)width ASTM D903
minimum application temperature
Puncture resistance,memlxane 401bs(178 N)minfmum MD ASTM D781
� 80 Ibs(356 N)minimum MD ASTM E154
Tear resistance,initiation 13 Ibs(58 N)minimum MD ASTM D1004
t Tear resistance,propagation 9 Ibs(40 N)minimum MD ASTM D1938
Permeance 0.05 perms(2.9 ng/m2sPa)maximum ASTM E96,methad B
; Water absorption 0.1%maximum ASTM D570
Storage and Handling Information permanendy and must be covered within a reason-
All materials must be protected from�uin and able amount of time,not[o exceed 30 days.
physical damage.Pallets of Penn-A-Barrier Wall Uyarranty
Flashing must not bc doublc stackcd on thc job
site.Provide cover on top and all sides,allowing Perm-A-Barrier products are warranted to be free
for adequate ventilation.Store�vall Flashing where of defects in manufacture for a period of�years.
temperatures will not exceed 90°F(32°C)for Material will bc provided at no charge to rcplacc
extended periods.Afl products must be stored in a any defective product.
dry area away from high heat,Flames or sparks. TeCI1111Ca) SSI"VICBS
At point ofuse,store only as much mate�ial as is
required for each day's work. Support is provided by fidl-time,technically
trained Grace Constntction Products representa-
Limita#ions tives and technical service personneV,backed by a
Penn-A-Barciec Wal(Flashing must not be applied central research and development staff.
in areas where it will be exposed to sunlight
www.graceconstruction.com W
For technical assistance call toll free at 866•333-3SBM(3726) �
Perm-A-Barriec Bituthene,Ripcord,Dry-Block and Vycor are registered trademarks of W.R.Grace 8 Co.—Conn.
DensGlass Gold is a registere01ra0emark af Georgia-Pacific Corperation.
We hope the in(amaGon here will be helpFul.It is based on data and knowledge considered to be true and accurala and is offered for lhe users'
consideralian,investigalion and verification,but we do not warrant Ihe results lo be obtained.Please read all statements,recammendations or
� suggestions in conjunction with our conditions ol sale,which apply to all goods supplied by us.No statement,recommendation or suggestion is
intended for any use which would in(ringe any patent or copyright.W.R.Grace 8.Co.—Conn.,62 Whiltemore Avenue,Cambridge,MA 02140. �
In Canada.Grace CanaOa.Inc.,29�1 Clements Road,West,Ajax.Ontano,Canada L1S 3CB.
This prcduct may t�covered by patents or paterus pending. Copyright 2007.'N.R.Grece&Co.—Conn. �
PAB-050E Printed in U S.A 3l07 FNLI/1M
3y
EnkaDrain
�
Enkadra�n° 36�1R
Cv LBv N D Replaces Enkadrain 9010 and 9691
..................................................................................................................................................................................................................................................................
Description Enkadrain 3611 R is one of a new generation of environmentally conscious Enkadrain products.
This drainage composite consists of a post-industrial recycled polypropylene drainage core of
fused,entangled filaments and a geocomposite fabric bonded to one side.The entangled flla-
ments are molded into a square waffle pattern that maintains the flexible design of other Enkad-
rain products.This product,because it exceeds 40%post-industrial recycled content,can help
contribute up to 2 LEED points when used in conjunction with other recycled content
products.Enkadrain 3611 R can contribute towards additional LEED points when used with a
green roof by reducing stormwater runoff,heat islands,and energy consumption.
......---•........................................................................................................................................................................................................................................................
Recommended • Foundation walls • Beneath slabs
Applications • Green roofs • Earth sheltered'nomes
• Plaza decks • Underground parking
• Retaining walls • Exterior planters
............................................................................................._.............................................._........................................._.............................................................._........
Features and • Excellent durability I
Ben�ts • Protects waterproofing during and after backfill �
• Conforms to irregular surfaces and comers
• Waffle design creates open flow path—even during backfill
• Continuous flow even under high loads '
• Long rolis reduce installation costs by reducing butt seams and eliminating interlocking '�
� • Recycled content polymer contributes towards LEED points '
• Increased flow rates over same thickness nylon and HDPE drains
• 3°fabric overlap fiap
..........................................................................................................................................................................................._........................._..........................................
Technical Data
.._ �: _: -�._. --:.-----____..__.�..__-
Physical Properties Property English Units Metric Units
Coie Material Recyded?olypropylene
Thickness 0.45 rn J 1.43 mm
Tolal Weight 20.5 oLyd'�__.._�_-_--__ 695.2 g/m� --
Core Weight 16.0 otlyd z 542.6 g/m�
Colbond Compressive Load Test' �30,000 psf kNlm 2 No failure'
�ol6ond em��sf Method Aa M/621 modtfiedandAStMD4'716
'Fadure deBned as reaching yieid pan!o�no ronhnued measura6/e Qow under sfafed bad
Flow Rates P�SSUre 1.0 Gradient 0.5 Gredient 0.2 Gradient
250 psf 22.5 gal/min/ft t 5.5 gal/minAt 9.2 gal/mrnAt
500 psf 22.0 gal/minAf 152 ga!/minAt 8.7 gal/minift
1000 psf 20J gal/min/ft f 4.3 gal/minlR SA gal/miniR �^ V ��
2f100 psf 19.0 ga!/minllt t 3.1 qaf/min!!t 8 3 qal/mtnAY
3000 psf 16.0 gai/minAt 1 f.0 ga!/min/R 6.4 gal/mirtift
,_�_� �_.�.�___�.__.__�_ _.—._._..�..._,�._�_�._,�_
3600 psf 13.0 gallminA't 8.7 gaUininAt 5.4 gal/minAt
.._�..,....._... ___,..._.v
5000 psf 8.05 gallminlR 5.d gaVmin/!t 3.1 gai/minAt
B000 psf 3.2 galhnirolt 2.0 gal/minAt 1.1 gal/minift
----— --- --
Typical Bow vs.pressure larveRwa!applicahons(ASTM D 47f6j Sampk Con6guroGon:P/ate/tnkadroiruPlafe
Values a�e average o/machine d�recfion and cross machine c7recGon fest res�ls
�
� � Page 1l2 8H0/05 BP-5001-DS
35
�
Enkadrain° 361�R
�v�BvN� Replaces Enkadrain 9090and 9619
..................................................................................................................................................................................................................................................................
Technical Data
Fabric Properties Property English Units Metric Units m" "f��'�Test Method�^
Polymer Pofypropylene
Fabr7c Color � ��� � Black
Weight 4.5 oz/yd? 152.6 g/m Z ASTM D 5261
----�.._�._ _�_._ �� _..�_
Grab Sfrengfh MD/CD 120.0 lbs 0.54 kN ASTM D 4632
Grab Elongation 50'/ 50% ASTM 0 4632
Trapezoidal Tear P�� 50A Ibs 022 kN ASTM O 4533
_,_........_ _--___ .___---
Puncture Strength 70.0 tbs 0.31 kN ASTM D 4833
AOS(maximum average) 70 US Sieve 0.212 mm ASTM D 4751
__.__. .._.�______......_�.. _:..__. ___
Ffow Rate 120.0 ga!/minift 2 4887 I/sec/m Z ASTM D 4491
Permittivity 1.8 sec'' 1.8 Sec� ASTM D 4491
_ __ _ _..__ __ _-------_ ___ __.�.--- –___�. ---..
Values are MARV Minimum Average Rdl Value �
I
__ _ _.
Polymer PrOperties Polypropylene has excellent resistance to organic solvents,degreasing agents,acids,and
alkalines. It has tensile strength superior to high density polyethylene.It is has a low moisture
absorption rate,is resistant to staining,and is very light weight. �
� Property '�'��'�T EngUsh Units Metric Units
Packaging
Product ID 3611-101-0001
Core Width � 39.0 in 99.1 cm
Length 100.0 ft 30.5 m
Area���� ��36.0 yd� 30.t m�
—____ ___.__.—.__----------
Area 324.0 ft 2 30.1 m 1
Ro11 Oiamete� 27.0 in 68.6 cm
Gross Roll Weight �� 57.0 Ibs 25.8 kg
�
� � Page 2/2 8110lOS BP-5007-DS
36
� THE
Ga1�eg�oS
CORPORAT[Ot�1
_�_r._ _�,�.,,.rr
. l:�;stir�-:.:e '�'ci��_
■.
Masonry Submittal for SOLARIS
VAIL
oe�V�; Project: Solaris
_ Vait, Colorado
,,:,.
`"'`' Client: Solaris Property Owner
2211 North Frontage Rd, Suite A
Vail, Colorado 81657
Architect: Davis Partnership Architects
0225 Main Street, Unit C101
Edwards, Colorado 81632
�, Contractor: The Weitz Company
5080 County Road 154, Suite 100
Gtenwood Springs, Colorado.81601
Submittal2: Section 04860 Stone Masonry
r�s�ar:�E eo� ez�
� � :_�; coi�ad� acb°s
97C•72b 3737 phone
1 1 ?%u-426-3727(ax
. �.,�s..:-.rr =ot=.
.,� • '�tasonry � c.tr • P a tcr • ..._ - ; - • Ya;: • anitc • Ar: Ro..l• ■
I
� ' � � � QTTAGNM�lT 3— F.3
�
` PRO.tEC'T t�A�l�E PEAK N�.: 04-167
SOI.ARIS
� VAIL,Ct�Lt)12�D4? Peak Engineering>Inc.
. STRi1CTCTIt..AL CALCULATIONS FOR:
StJLAFtIS
ASI #439 IINTERIQR STUD FRANIING
�. 141 EAST MEADOW DR�VE
VAIL, �ULC}RA.DI�
P�r1K NO. 07-167
ST UCTURAL CONSULTANTS INC. `�'`+liy++�tf�f!/``
� �,,��ti��oo,a�crs�'���
,•£ ,
Reviewed ❑ Fumish as Come�ted =,�0~4�'� : '
❑ Rejected ❑ Revise and Resubmit �' ��' �
:-, 575f� �` `
❑ � � R =
Submit Specifled Item : ��,��!�4�
„�;
in�fo�ma�on gn�n m he�Ceonstru�cti�on Deocume hs Cor�redions�or�c�omm nhts ,�����i�FS•�••••••���'4�`
made on the shop drawfngs during this review do not relieve the coniracior tJ1� �otsfi�t
from compliance with the requirements of the ptans and speaficetions end � See Consultant I�ev�ew Actian y �
applicable�aws,codes and regulations. Review of a specific item shall not
include review of an assembly of which the itertl is e Component. The This submittal has be���wed by Davis Partnership,P.C.,where
Contractor i8 reSponsible tor.dimenSions t0 be Confirmed 8nd COrrelated at applicable,for conformance o architectural requirements,and has been
the jobsitB;infOrmatlon that pertains solely to the f2briCatiOn prOCasses or to reviewed by consultant(s)to Davis Partnership,P.C.for conformance
the means,methods,techniques,sequences and procedures of construction;
Coordination of the Work with that of eU othe�tr8des atld petiorming all Work �ih the design concept of the Project and compliance with the
in a safe end dory manner. � information given in the Contract Documents. Contractor is
responsible for dimensions to be confirmed and correlated at the job
By �8t@ /2'0 �_ site;for information that pertains solely to the fabrication processes or
to techniques of construction;and for coordination of the work of all
trades. Refer to comments noted on the Consultant(s)review stamp(s)
for further action.
� DAVIS PARTNERSHIP,P.C.,ARCHITECTS
�:��,.ar.�s��s�v�,>a;<:u:.i�c a�a4
Date 4/21/09 gy CRD
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TOiYNOFVATL'' Town of Vail Community Development
75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149
ELECTRICAL PERMIT
Job Address: 143 E MEADOW DR VAIL Permit#...: E09-0256
Location.......: LOBBY, SOLARIS Project#..: PRJ09-0040
Parcel No.....: 210108201001 Issued......: 10/29/2009
OWNER SOLARIS PROPERTY OWNER LLC 10/27/2009
2211 NORTH FRONTAGE ROAD
VAI L
CO 81657
APPLICANT E LIGHT ELECTRIC SERVICES, I 10/27/2009 Phone: (303) 754-0001
361 INVERNESS DRIVE S. STE. B
ENGLEWOOD
COLORADO 80112
License: 403-E
CONTRACTOR E LIGHT ELECTRIC SERVICES, I 10/27/2009 Phone: (303) 754-0001 ,
361 ►NVERNESS DRIVE S. STE. B I
ENGLEWOOD '�
COLORADO 80112 �
License: 403-E
Desciption of Work: TENANT IMPROVEMENT (LOBBY WITH BAR): WIRING, LIGHTING
Valuation: $146,000.00 Square feet: 0
�„***„******************���..***„*.,,,**********,�.***,.�..*..********.,*««******�*****.******«*******�**�.***.******.,***********.***.,..*�***�*�,�*�
CONDITIONS OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. '
**„***�*****„�*�*...�*.��.*.,*************,.*.*******.*.***„*******«********,.....**********«***«.,****.,*,�.**�***«***********�*�...**..�,...***�**.*
INSPECTIONS
If more than two inspections are performed an additional inspection fee will be applied for each inspection requested/needed. I
All electrical inspections are performed on Tuesdays and Thursdays. Requests must be received the day before and not later ',
than 4 p.m. ,
*.**.**.**********************.*****.*********************************.*******�*******************.*********�*********************.******.***.**
DECLARATIONS �
�
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot �i
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply �
with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, !
design review appr ved, International B il in esidential Codes and other ordinances of the Town applicable thereto.
SIGNATURE: � �` Date �Q �29 I C��
(Master/ hom e er/o r n o n-I� c o n t r a c o r p e rf o r m i n g w o r k) —�
PRINTED NAME: v
elec_permi 100109
***************+*+*******+*******************+********************+********************+****
TOWN OF VAIL, COLORADO Statement
*********************************�************************+*********************************
Statement Number: R090001566 Amount: $1, 798.00 10/29/200909:32 AM
Payment Method: Check Init: SAB
Notation: 40168 ELIGHT
-----------------------------------------------------------------------------
Permit No: E09-0256 Type: ELECTRICAL PERMIT
Parcel No: 2101-082-0100-1
Site Address: 143 E MEADOW DR VAIL
Location: LOBBY, SOLARIS
Total Fees: $1, 798 .00 i
This Payment: $1, 798. 00 Total ALL Pmts: $1, 798.00
Balance: $0.00
********************************************************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
EP 00100003111100 ELECTRICAL PERMIT FEES 1, 794 .00
WC 00100003112800 WILL CALL INSPECTION FEE 4 .00
----------------------------------------------------------------------------- I
�
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��� � ,:
� �� ? - �,k _ „ 3 . ��;�a` �.' Department of Community Development
�` � � � �:� ��;�`, �,, 75 South Frontage Road
�, �- �:
�
�° , �"y � � ���a ,�� � �� �� � �
�� ��� • � "-���� �� � Va,il;°,Colorac�o 81657�-�
�..,'��.�,�, " � '�„� � � r � �i= TeC:. 970=479 212$�
.�'S.Ei +'�`-. ��Y. . � . . ,. �
�� ` � � �,, „�, a��� � _ _ Fax. 970,ti479 245�
`� ���� -.���'� ��� � ,� UVeb ww�rv vaitgov co `� <
� - ;
� �"M DevelopmentRe�iew.Coordina#�.
; � � � �. � � ���, � x ,x ., _ _ �_ � �
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ELECTRICAL PERMIT
Project Street Address: Office Use:
��' EAST /�1�OW ��5�._ Project#:��0� W�O�
(Number) (Street) U�1� C�. g�b.s� (Suite#) �_��
�` . Building Permit#:
Building/Complex Name: �J O�W Y'l S ��n�� n�
Electrical Permit#: ��� G
Contractor Information: (
Company: �"1,,� �� �, � Lot#:�Block��ubdivision: � � � �
Company Address:��� �Var/VCSS �Jr�Vt.�sp�'�'�'
., " Detailed Description of Work:
City: �'JV��eW00� ` State: �d Zip: f' �V,t �b
e. f y h�
Contact Name: __ �V�� �Od���L S
Contact Phone: .3p 3 ,9 yy- ���/ � d Y � S
E-Mail �Cq�7't�►S �C�l�Iste��l�lC. Cv"`'! (useadditionalsheetifnecessary)
Town of Vail Contractor Registration No.: � d� �
Work Class:
X New(� Addition ( ) Remodel ( ) Repair( ) Other( )
Contractor Signa r (required) -,
';Type of Building:
- -. ,_, Single-Family( ) Duplex (� Multi-Family(�Q Commercial
Property Information
' ( ) Restaurant( ) Other( )
Parcel#: o� �d f— ��'�'� �/00 —/
(For parcel#,contact Eagle County Assessors.Offce at 970-328-8640 or
visitwww.eaglecounty.us/patie) Date ReCeived: ,
Tenant Name:
OwnerName: �0�1I�V'tT `��'Dt��.y DW/VCrs'
7
COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND VALUA- `�, �jrC � a � �
TION OF WORK(Labor& Material) D
Amount of SQ Ft.: QCT 2'7 2��9
Electrical$: '1� V ��
TOWN OF VAIL
I ���� d�
29-May-09
�
�
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
.�
TOWNOF VM. '
Town of Vail, Community Development, 75MSouth Frontage Road,Vail, Colorado 81657
p. 970-479-2139 f. 970.479.2452 inspections. 970.479.2149
MECHANICAL PERMIT Permit #: M09-0243
NCOM Project #: PRJ09-0040
Job Address: 143 E MEADOW DR VAIL Status. . . : ISSUED
Location.....: LOBBY,SOLARIS Applied . . : 10/27/2009 '
Parcel No...: 210108201001 Issued. . . 10/28/2009
Expires . .: 04/26/2010
OWNER SOLARIS PROPERTY OWNER LLC 10/27/2009
2211 NORTH FRONTAGE ROAD
VAIL
CO 81657
APPLICANT DESIGN MECHANICAL, INC. 10/27/2009 Phone: (303)449-2092
168 CTC BLVD. STE. D
LOUISVILLE
CO 80027
License:277-M
CONTRACTOR DESIGN MECHANICAL, INC. 10/27/2009 Phone: (303)449-2092
168 CTC BLVD. STE. D
LOUISVILLE
CO 80027
License:277-M
Desciption: TENANT IMPROVEMENT(LOBBY WITH BAR): HVAC, FIRE/SMOKE
DAh1PERS, MISCELLANEOUS MECHANICAL
Valuation: $13,700.00
.......<.>�....<,�..�.�......�....,�.......».<.<..,.......,.....,..<.�.�.........�,.YFEE SUMMARY.,,�.,�.��........�..,«....�.......�.....�.�.��.........�..............................
Mechanical Permit Fee---> $280.00 Will Call------------> $4.00 Total Calculated Fees--->
Plan Check-------------------> $70.00 Use Tax Fee------> $354.00
$0.00 Additional Fees-----------> $0.00
Investigation-----------------> $0.00 TOTAL PERMIT FEE--->
$354.00
Total Calculated Fees--> $354.00 Payments-----------------> $354.00
BALANCE DUE---------> $0.00
.�................��.�......�........�.��.........�......................,...�..........�..�.....���..�........�........�........���w..................«....<.........:..........�.......
APPROVALS
Item:05100 BUILDING DEPARTMENT
10/27/2009 JLE Action:AP
.......................�.......,...�.................�.�.�.�...............��.�.....,.......t........�.....,.......�..........,..................,.,<..�...........�........�...............
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond:22
(BLDG.):COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION
304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL.
Cond:23
(BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND
CHAPTER 10 OF THE 2003 IMC.
Cond:25
(BLDG.):GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC.
Cond:29
(BLDG.):ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003
IMC AND CHAPTER 3 OF THE 2003 IFGC..
Cond: 31
(BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS
LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING.
Cond: 32
(BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR
TO AN INSPECTION REQUEST.
Cond: 30
(BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED
MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6.
.,..,�.,,,.....t....�.................>t...............>........��...�.,...............���..........................,....�,....:....�................,..........,......<�......,........�....
mechcanical_perm it_041908
� .
DECLARATIONS
I hereby acknowledge that I have read this application,filled out in full the information required,completed an accurate plot plan,and state that all the information
as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure
according to the towns zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0(
AM-4 PM. .
�
Signatu e Owne ontractor • I�D t��
-��� � T--�-�—"��—�b""[�1��:..."'�
Print Name
mechca n ica I_pe rm it_041908
I
**+****************+*****+*******************++*********************************+***********
TOWN OF VAIL, COLORADO Statement
*********************************************+**********************************************
Statement Number: R090001553 Amount: $354 . 00 10/28/200908:46 AM
Payment Method: Check Init: SAB
Notation: 40719-DESIGN
MECHANICAL
-----------------------------------------------------------------------------
Permit No: M09-0243 Type: MECHANICAL PERMIT
Parcel No: 2101-082-0100-1
Site Address: 143 E MEADOW DR VAIL
Location: LOBBY, SOLARIS
Total Fees: $354 .00
This Payment: $354 . 00 Total ALL Pmts: $354 .00
Balance: $0.00
*********�**********************************************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
MP 00100003111100 MECHANICAL PERMIT FEES 280 .00
PF 00100003112300 PLAN CHECK FEES 70.00
WC 00100003112800 WILL CALL INSPECTION FEE 4 . 00
-----------------------------------------------------------------------------
,
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" � � �' � ��� �, •.�,� ,. �.�� � � Vait, Colorado��..81657
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MECHANICAL PERMIT �
Boiler/Furnace Apulications MUST include: Fireplace Aanlications MUST include:
❑ Mechanical Room Layout/Plan with Dimensions ❑ Equipment Cut Sheets for Fireplaces/Log Sets
❑ Combustion Air Duct Size and Location (Manufacturer's info showing make, model &approval listing)
❑ Flue or Vent Size
❑ Gas Piping Plan (if applicable)
Office Use:
o Heat Loss Calculations* �� �/y� /10 �
o Equipment Cut Sheets for Boiler/Furnace Project#: �-S� -"V
*Not required for same size(B71I)boi/er replacement with no system gu i Id i ng Pe rm it#: w
changes,or snow melt A ,
Mechanical Permit#: �v� —O���
Project Street Address: �I '�� (
�_ Lot#:�Block��Subdivision:
(Number) (Street) (Suite#)
BuiidinglComplex Name:��� ,��� � `/ Detailed Description of Work: �(�� SM[��
fi��/1� � �l<-�Cr�.C,d�1�I�211�
Contractorinformation: M� � ���� ��t��y� ,�yt4-t-�t�
P Y�C!�11���I��-��-k��,r-��`C-• r �-b�--�:�f4 i �...��
Com an
I(�f��� � s � r �I�L b� -
Company Address: 1� � ����-� (use addition sheet if necessary)
City:������ ��� State: l l_/ Zip:� ❑ Gas Piping Included
•_•.�
Contact Name:'���` �_�' � Gas Piping by Others
❑ Wood to Gas Fireplace Conversion
Contact Phone: �Q_��,�iL7��
rn L���__tsu. 1 _ _s Boiler Location:
E-Mail �l1� �"[ J'r SfT./�'t
v� � �p�,H, Interior( ) Exterior( ) Other( )
Town of Vail Contractor Registration No.: 2��� �_
Number of Existing Firepiaces:
X _--"" �"����7 Gas Appliances Gas Logs Wood/Peilet
Contractor Signature(required) Number of Proposed Fireplaces
Property Information Gas Appliances Gas Logs Wood/Pellet
Parcel#: 2� �����
(For parcel#,contact Eagle County Assessors Office at 970-328-8640 or Type of Building:
visit www.eaglecounty.us/patie) Single-Family( ) Duplex( ) Multi-Family( ) Commercial( )
Tenant Name: Restaurant( ) Other( )
(Commercial Properties) Date Received:
Owner Name: 77�O1(��
Complete Valuation for Mechanical Permit: (� ��7
�1 L� � � � V �
Mechanical$: ��� /��.,� � D
�� . G� OCT 2 '7 2009
C:\cdev\forms\permits\build ing\mechanical�ermit_100109
�
TOW�I O� V�IL
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
.�
�ow�r oF u��r, �
Town of Vaii, Community Development,75 South Frontage Road,Vail, Colorado 81657
p. 970.479.2139 f.970.479.2452 inspections 970.479.2149
PLUMBING PERMIT Permit #: P09-0163
NCOM Project #: PRJ09-0040
Job Address: 143 E MEADOW DR VAIL Status . . . : ISSUED
Location.....: LOBBY, SOLARIS Applied . . : 10/27/2009
Parcel No...: 210108201001 Issued. . : 10/28/2009
Expires . .: 04/26/2010
OWNER SOLARIS PROPERTY OWNER LLC 10/27/2009
2211 NORTH FRONTAGE ROAD
VAIL
CO 81657
APPLICANT DESIGN MECHANICAL, INC. 10/27/2009 Phone: (303)449-2092
168 CTC BLVD. STE. D
LOUISVILLE
CO 80027
License:310-P
CONTRACTOR DESIGN MECHANICAL, INC. 10/27/2009 Phone: (303)449-2092
168 CTC BLVD. STE. D
LOUISVILLE
CO 80027
License: 310-P
Desciption: TENANT IMPROVEMENT(LOBBY WITH BAR): PLUMBING
Valuation: $3,200.00
.........�.�..t�....�......t...���........�.�............�.�.�....,�.�.......,�... FEE SUMMARY .««�.........�.�.........�.�......<............����.....:.��.�.�....«...��.......
Plumbing Permit Fee---> $60.00 Will Call------------------> $4.00 Total Calculated Fees--->
Plan Check----------------> $15.00 Use Tax Fee------------> $79.00
$0.00 Additional Fees------------> $0.00
Investigation--------------> $0.00 TOTAL PERMIT FEES-->
$79.00
Total Calculated Fees--> $79.00 Payments-------------------> $79.00
BALANCE DUE-----------> $0.00
.�..........................�.....<..,....,.....�..,.....<..,..��........�...>..........,.�....,..��......,......�...�......�.......,.......x.,��..�..<,....,,,..,......,,,,....,.....,,.��....
APPROVALS
Item:05100 BUILDING DEPARTMENT
10/27/2009 JLE Action:AP
....,�...............,,,.,.......x..,..,.,...>......,.......,,..x.>........................,,.........,,,....,..,.............,.....>,x..�.......<.,.,........,.�...........,,.......,...,.
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
,>.......�......�....<.,.............��...........�............�...........�.....,�....�......................�...�.....�.�..........,��..��....,...<......«.....:...........,...�..t...�...
DECLARATIONS
I hereby acknowledge that I have read this application,filled out in full the information required, completed an accurate plot plan, and state that all the information
as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure
according to the towns zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0(
A -4 PM. ,
�D�� '�
Sign ture of Owner or Contractor Date
-��.t • L�,�1r.� �I��1��1�-
Print Name ,
plmbpermtl_041908
�
**********+*******+****************************************�********************************
TOWN OF VAIL, COLORADO Statement
**************************+*********�***************************************+***************
Statement Number: R090001552 Amount: $79.00 10/28/200908 :45 AM
Payment Method: Check Init: SAB
Notation: 40719-DESIGN
MECHANICAL ,
-----------------------------------------------------------------------------
Permit No: P09-0163 Type: PLUMBING PERMIT
Parcel No: 2101-082-0100-1
Site Address: 143 E MEADOW DR VAIL
Location: LOBBY, SOLARIS
Total Fees: $79.00
This Payment: $79. 00 Total ALL Pmts: $79.00
Balance: $0.00
********************************************************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300 PLAN CHECK FEES 15. 00
PP 00100003111100 PLUMBING PERMIT FEES 60.00
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
.>...�pp;i �S '� MkC.Y"fqA 9 4.'"py%sW',"e�- "N .. :_.�v6 i�i'�w °-�-�..�j`.. e" i.'� :�',;.'r .�
ra rrmR.�' n ., a_.. . _,.m.....�.�.+
--w...�..f � N..o�.xw , v
. .. . . � �-, ,. 5� u
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'�..� ' . „a,.x. . . �,..a- �. ' • � . .
b y Y`
� "�'����� � � ��� � � ��� � ��� Department ofi Community Developmen��`�
� �
� , ��� -, °�; �,,;���� � -75 South Fra�tage Road
� �, > ;p= .��
� � Vail, Colorac�o�r.81657
�_ � �� . _ ,:� -� .
�� = -. ti� . . m �° . . _
� �� ��.'� ' �� :��� �.���°, `'��~��� ; �_ '�T'el:.970=479�-2128, �
�,� �=� �;�,.� � ���� � ;:��� �;�� `Fax: 970-479=2452 �
� � .:� . �,� �`.' ;,�a� _ . , � ,Xi�llleb: www.vaiigov co�-�
�� � ° ,� .�
� � �� � - .�� _ ` �� �.,� �- n � ��[elokpm � to���
ent Rev'ew Coordina
�;���' `�� � � " �
, , .
, � v � .
. � � _ . . .
�__ a� _� _ . � �..
PLUMBING PERMIT
Project Street Address: Office Use:
Project#: �I�J Q 1�O� �
(Number) (Streetj (Suite#) � _/+y,.� �
Building Permit#: 't,�lJb��
Building/Complex Name: , ��� �� ��GI�/��/_ Z,
Plumbing Permit#: V Y>✓
Contractor Information: Lot#�Block�Subdivision: V'�^' V�1 (
Company:��IGi�� ��'!'IL�1��Lf �.� G
Company Address:����_�"�Z��-��� Detailed Description of Work:
City:���Y���State:_��Zip: ��a���t'-� ����i��L�� ���
Contact Name: ��,��`_�� ��' �J�� ���,��� L�.�l�
Contact Phone: �7�n• ��(�.�1;��i �f7���`� '
(use additional sheet if necessary)
E-Mai YI�_�1L�L ��2 S�TS- ' ,
Work Class:
Town of Vaii Contractor Registration No.: ���1�_ � � � � � � p � � � �
New Addition Remodel Re air Other
_ _,
X -" Type of Building:
Co ractor Signature(required) Single-Family( ) Duplex( ) Muiti-Family( ) Commercial
Property Information ( ) Restaurant( ) Other( )
Parcel#: �1 D ��CJU L
(For parcel#,contact Eagle County Assessors Office at 970-328-8640 or Date ReCeived:
visit www.eaglecounty.usfpatie)
Tenant Name:
Owner Name: ��S ���e���.����5 � v � � " �
Complete Valuation for Plumbing Permit: D
Plumbing$: '3L��Q• r� �CT 2 � 2009
TOWN O� VAIL
��. 00
o,_00�-09
,�'
����s" `�r" �°`�
�
06-23-2010 Inspection Request Re orting Page 40
4:02 pm ail,�0 - Citv O�
Requested Inspect Date: Thursday, June 24, 2010
Assigned To: JMONDRAGON
Inspection Type: ELEC
Site Address: 143 E MEADOW DR VAIL
LOBBY, SOLARIS
A/P/D Information
Activity: E09-0256 Type: B-ELEC Sub Type: NCOM Status: ISSUED
Const Type: Occ�u�pa� ncy: Use: Insp Area:
Owner: SOLARIS PROPERTY OWNER LLC
Contractor: E LIGHT ELECTRIC SERVICES, INC. Phone: (303) 754-0001
Description: TENANT IMPROVEMENT(LOBBY WITH BAR): WIRING, LIGHTING
Requested Inspection(s)
Item: 190 ELEC-Final Requested Time: 01:00 PM
Requestor: E LIGHT ELE ERVICES, INC. Phone: (303) 754-0001
Comments: 858-583-258
Assigned To: JMONDRAGON Entered By: JMONDRAGON K
Action: ime Exp:
Comment: BOXES. BLANK OF�RDPE-CIGHTING RECEPTACLES OR GFCI PROTECT AT BAR
AREA. RECEPTACLES NOT WORKING AT NW CORNER (SITTING AREA)..
' Comment: All areas of lobby and associated rooms are incomplete. Not ready for inspection-open boxes,
incomplete lighting..... Re-inspection Fee Assessed.
Inspection Historv
Item: 120 ELEC-Rough "'Approved *'
11/04/09 Inspector: MD Action: AP APPROVED
Comment: above celing
11/06/09 Insp ector: MDENNEY Action: AP APPROVED
Comment: INSPECTION PERFORMED CN 11/5/09- LOBBY 322 ABOVE-CEILING.
11/19/09 Inspector: MDENNEY Action: PA PARTIAL APPROVAL
Comment: PRIVATE FUNCTION AND MENS/WOMENS RESTROOMS IN LOBBY AREA.
12/02/09 Inspector: sb Action: AP APPROVED
Comment: ROOM 3152, 315.3, FIRESIDE LOUNGE, COAT ROOM CUT ACCESS DOOR, CORRIDOR
6041
12/24/09 Inspector: MDENNEY Action: AP APPROVED
Comment: NORTH EXIT OF LOBBY, LOUNGE HALL 214, PRIVATE FUNCTION 215
04/08/10 Inspector: mdenney Action: AP APPROVED
Comment: level 2 lobby bar and entry at balcony. rough-ins are complete.
Item: 190 ELEC-Final
03/09/10 Inspector: mdenney Action: NR NOT READY FOR INSPECTION
Comment: All areas of lobby and associated rooms are incomplete. Not ready for inspection-open boxes,
incomplete lighting..... Re-inspection Fee Assessed.
06/03/10 Insp ector: s remmer Action: DN DENIED
Comment: INSTALL FLO�R BOXES. BLANK OFF ROPE LIGHTING RECEPTACLES OR GFCI PROTECT
AT BAR AREA. RECEPTACLES NOT WORKING AT NW CORNER (SITTING AREA).
REPT131 Run Id: 11626
� ti
-- - , Q,2�v�-6���
03-10-2010 Inspection Request Re orting Page 14
4:25 pm .__ Vail, CO ��Q�_ _
Requested Inspect Date: Thursday, March 11, 2010
Site Address: 143 E MEADOW DR VAIL
LOBBY, SOLARIS
A/P/D Information
Activity: E09-0256 Type: B-ELEC Sub Type: NCOM Status: ISSUED
Const Type: Occ�upa� ncy: Use: Insp Area:
Owner: SOLARIS PROPERTY OWNER LLC
Contractor: E LIGHT ELECTRIC SERVICES, INC. Phone: (303) 754-0001
Description: TENANT IMPROVEMENT(LOBBY WITH BAR): WIRING, LIGHTING
Requested Insqection(s)
Item: 190 ELEC-Final Requested Time: 10:30 AM
Requestor: E LIGHT ELECTRIC SERVICES, INC. Phone: (303)754-0001
Comments: 327 328 326,325 324,323,321,322.1,343,342,343.1, 344
Assigned To: JMdNDI�AGON � Entered By: JMONDRAGON K
Action: Time Exp:
Comment: areas o o y and associated rooms are mcomplete. Not ready for inspection-open boxes,
inco ' hting..... Re-inspection Fee Assessed.
lJ`-� �
Inspection Historv
Item: 120 ELEC-Rough "Approved"'
11/04/09 Inspector: MD Action: AP APPROVED
Comment: above celing
11/06/09 Insp ector: MDENNEY Action: AP APPROVED
Comment: INSPECTION PERFORMED ON 11/5/09-LOBBY 322 ABOVE-CEILING.
11/19/09 Inspector: MDENNEY Action: PA PARTIAL APPROVAL
Comment: PRIVATE FUNCTION AND MENS/WOMENS RESTROOMS IN LOBBY AREA.
12/02/09 Inspector: sb Action: AP APPROVED
Comment: ROOM 315.2, 315.3, FIRESIDE LOUNGE, COAT ROOM CUT ACCESS DOOR, CORRIDOR
6041
12/24/09 Inspector: MDENNEY Action: AP APPROVED
Comment: NORTH EXIT OF LOBBY, LOUNGE HALL 214, PRIVATE FUNCTION 215
Item: 190 ELEC-Final
03/09/10 Inspector: mdenney Action: NR NOT READY FOR INSPECTION
Comment: All areas of lobby and associated rooms are incomplete. Not ready for inspection-open boxes,
incomplete lighting..... Re-inspection Fee Assessed.
REPT131 Run Id: 11118
. .
�Q-�-�- �o
�� ���2�
06-23-2010 Inspection Request R�porting Page 50
4:02 pm Vail, fi
Requested Inspect Date: Thursday,June 24, 2010
Assigned To: JMONDRAGON
�nspection Type: PLMB
Inspection Area: JRM
Site Address: 143 E MEADOW DR VAIL
LOBBY, SOLARIS
A/P/D Information
Activity: P09-0163 Type: B-PLMB Sub Type: NCOM Status: ISSUED
Const Type: Occ�u�pa� ncy: Use: Insp Area: JRM
Owner: SOLARIS PROPERTY OWNER LLC
Contractor: DESIGN MECHANICAL, INC. Phone: (303)449-2092
Description: TENANT IMPROVEMENT(LOBBY WITH BAR): PLUMBING
Re4uested lnspectionls)
Item: 290 PLMB-Final Requested Time: 03:00 PM
Requestor: DESIGN MECHANICAL, INC. Phone: (303)449-2092
Comments: 303-434-3713
Assigned To: JMONDRAGON Entered By: JMONDRAGON K
Action: Time Exp:
�� ��
�
� ��
Inspection Historv
Item: 210 PLMB-Underground � �_
Item: 220 PLMB-Rou h7D.W.V. '*Approved'"
02/11/1� Inspector: JRM Action: AP APPROVED
Comment: LOBBY BAR ONLY 5#AIR TEST
Item: 230 PLMB-Rough/Water
Item: 240 PLMB-GasPipin
Item: 250 PLMB-Pool/Hot�ub
Item: 260 PLMB-Misc. *"'Approved"*
05/19/10 Inspector: Martin Action: PA PARTIAL APPROVAL
Comment: Storm drain at vestibule
Item: 290 PLMB-Final
REPT131 Run Id: 11626
t�
B09-0021: Entries for Item:540 - BLDG-Final C/O 11:06 06/20/2013
Action Comments By Date Unique_
Ke
DN 1. instal grab bars Martin 06/28/2010 A000134
2. install signage 341
3.finish exit doors
4. install accessery fixtures in Bathrooms
5.finish stairwa to east ublic wa
NR Martin 07/01/2010 A000134
355
NR Martin 07/06/2010 A000134
474
DN Access controlled egress door at lobby and mdenney 08/04/2010 A000135
lobby bar shall meet all requirements of 315
section 1008.1.3.4 IBC 2003 edt.-also
re uires all testin to be erformed.
AP Bar/lobby door complies to the 2003 to the sgremmer 01/05/2012 A000148
best of my knowlege. I was unable to test loss 197
of power, and the unlocking when a fire alarm
__ si nal is active to open the door.
Total Rows:5
Page 1
M09-0243: Entries for Item:390 - MECH-Final 11:06 06/20/2013
Action Comments By Date Unique_
K_e�
PA PARTIAL APPROVAL ON 3RD FLOOR JRM 03/10/2010 A000131
LOBBY LEVEL ONLY/FINAL BALANCE 897
REPORT PENDING
- -- —----
DN Provide finish on fire pit Martin 07/01%2010 A000134
--- 339
AP mh 01/03/2012 A000147
— — 795
Total Rows:3
Page 1