HomeMy WebLinkAbout4335 Wadsworth BoulevardRLM
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COMMUNny DEVELOPMENT PlanlPermit #
Building & inspection Services Division
7500 W� 29`h Ave., Wheat Ridge, CO 80033 Plan Review
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0NEW COMMERCIAL
STRUCTURENEW RESIDENTIAL COMMERCIAL
COMMERCIAL ADDITION RESIDENTIAL ROOFING
RESDENTIAL ADDITION WINDOW
COMMERCIAL ACCESSOR' STRUCTURE (Garage, shed, deck,
RESIDENTIAL ACCESSORY STRUCTURE
MECHANICAL SYSTEM/APPLIANCEREPAIR r
'...
PLUMBING
SYSTEM/APPLIANCE
P••!N M1. Vi b or
w iIF
LACMENT
f
i E CTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEME
iMHER (Describe) --, / oA,,' Ot �L/V"'-
Sq. FULF Btu's Galls
Amps squares Other
FOR OFFICEUSE ONLY
City of tate:
Building& Inspecdon Services Division
7500 W. 2e Ave., Wheat Ridge, CO W033 lar Review
Office: 3013-235-2865 *lax: 303-237-8929
Inspection Line. 3013-234-5933
Building r it Application
PIWOO coMptateall highlighted areas on both i or this form.tea ►%aWfoations may not to promsod.
Property Address: _, L43 3 C*
it �pleese rirat : � ex l l �
Mailing Address:(if different than property address)
Address:
C p State,Zip:
a•Y
Ch ten -1
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Contractoc,
Contractors cense M. Phone-, IL I
Con -mall dress:
Sub nt
Electrical; Plumbing: Mechanical:
W.R, City License ## W.R. City License # W.R.City License #
Other City Licensed Sub: Other er City Licensed stab:
City License # City License #
Complete all information can BOTH sides of this for
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You must complete this sheet and include it in the submittal package for
any new wall signs. You will also need to create a site plan and a detail
sheet of the signage.
.a� t
Project Address: , contractor: i
You are allowed 1 square foot of signage for every 1 linear foot of wall to which you are
attaching a sign.
All wall signs must be adjacent to a street or major Interior drive.
Stop 1: pleasure the length of the wall(s) ere you are attaching the sign:
Wall 1 - feet Wall 2 - feet Wall 3 - feet
Stop 2: The length of the wall is the allowable square footage for the wall sign.
Wall 1 allowable signage- square feet
Wall 2 allowable signage- square feet
Wall 3 allowable signage- square feet
cis plate
r Email:
Wiling Address: (if different than property erty address)
Address:
Complete all information on BOTH sides of this fora
fe-
9 "u-0 ((
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(Contract value or the cost of j Llmaterials and labor included in the S"I project)
QWCWOW (OWNER) (AUTHORIZED RM8�T4MP of (OW�M (CONTRAUTOR)
Building Division Valuation: I
Walter Keske Consulting
8550 West 64 th Place
Arvada, CO 80004
T 'Ayuh 77,
701 West 38th Avenue
Wheat Ridge, CO 80033
March 2, 201
FINIIIII IN III! I II VIII I'I IIIII! IPIIII � I
Sincerely,
Walter G, Keske, P. E.
Work shall comply with 2012 IBC,
IPC, IMC, lFGC, IFC, 2014 NEC
and any applicable City of Wheat
Ridge Municipal Codes.
�V f
APPROVED
SW�ject to ReW �nspections
Wheat Rid g,, thi0driq Dept,
Certificate Of Completion
Building Division
7500 W 29TH AVE
WHEAT RIDGE CO 80033-8001
Permit#:20120763 Issued: 11/14/2012
Stipulations: Interior Remodel for Rickoli's Craft Beer.
This certificate verifies that the building constructed and/
the use proposed of the building and/or premises, under t'
above permit number and on property described below, does compl
with the Wheat Ridge Building Code and development standards
the zone in which it is located and may be occupie
All other licensing requirements for the City must be met.
I
district
Parcel No: 39-233-00-006
Owner: ROGER LOESCHER
Contractor: Robert Parker
PO BOX 54
LARKSPUR CO 80118
For the Following Purpose: Comm. Tenant Finish
Code,Editions NO change shall be made in the USE
— 006 ICC/2008 NEC this building without prior notice
V ICC/2005 NEC and a new Certificate Of Completion
2003 ICC/2005 NEC from the City of Wheat Ridge.
Sprinkler System
.. �.
City of
Wh6atf�
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COMMUNrry DEVELOPMENT
Property Address: 4 3 3 S L</Ab,.Z I'Qjz2-YL
Property Owner (please p I;T Phone:
Address:
City, State, Zip:
.wr
City of'Wheat Ridge Municipal Building 7500 W. 29" Ave, Wheat Ridge, CO 80033-80 01 P: 303.2352855 fµ. 301237 8929
7/19/12
Corona Sierra Colorado, Inc.
Ile: 4335 Wadsworth Blvd.
I am in the process of re- reviewing plans for 4335 Wadsworth Blvd. and require the following infonnation to
continue any review.
Once I receive this information I can continue with my plan review. If you have any questions feel free to
contact me.
www.ei.wheatridge.co.us
City of Wheat Ridge Municipal Building 7500 W, 29' Ave. Wheat Ridge, CO
6/28/12
Corona Sierra Colorado, Inc.
Re: 4335 Wadsworth Blvd.
80033-8001 P: 3012352855 F. 303.237.8929
2 Need a mechanical drawing showing all beating, cooling and exhaust systems within the building. No
intake or exhaust systems can be within 4 feet of the separation wall,
3 Provide a drawing showing layout of brewery equipment, type of equipment and electrical, mechanical
and plumbing requirements.
4 Provide a drawing with fixture layout to include maximum amount of chairs, tables and barstools.
Once I receive this inforniation I can continue with my plan review, If you have any questions feel free to
contact me.
www.ci.wheatridge.co.us
15ooaru 115v Window Air Conditioner with Remote-LWI512ERS at'rhe Home 1,
zoom
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$319.00
(22)
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$319.00
(22)
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15,0008'FU 115v Window Air Conditioner with Remote-L,Wl 512ERS at The Home Depot
Want it delivered to your honre'Search internet#203393768. Keep your horne cod with LG 15,000(LAf1512ERS) BTUs ofpower. With
thrs energy efficient und, you will not have to worry about wasting toads of energy figunng out your etectric bill, You aiso have a choice eat
3 cooling and fail, speeds along with Auto Restart which autornaticaRy turns the unit back on after a power outage so you do not have to,
SPECIFICATIONS
Amperage (amps)
12 A
Assembled Depth (in,)
26 84 m
Aswmbteh Height bn,)
16-84 in
Assembled Vfidth tim)
26 in
Automatic shutoff
No
BTU Cooling Rating
15000 Strith
CSA LlsWij
No
cow
Mile
Color Famity
vfte
Controls
Nitai
Dedw Rating
60 d8a,
Oedbel Rating JIM
60 dSA
Decibel Rating (Outdoor)
66 dBA
ETL Listed
No
Fitter Type
Washatde
Filter light rprnmder
No
item Package Type
Cardboard Container
Manufacturer warrardy
I YW paft,& job"
Number of red seftings
3
Product Depth (in.)
26,84
PMdud ' Height 0M)
16,84
P Weight ob")
108
Product Width (in,)
2600
Reande Contiori
Yes
ReparaWe
Non-Returnable
Stop setfing
NO
Timer
Yes
UL Listed
1-UL Listed
al
$339.00
2 OC'
A
** * * (20)
$319.00
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City of
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Building Permit Application
(Complete MLI highlighted areas)
(please print): Phone:
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Address:
City, State, Zip:
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Electrical: q:; t-k-> (rcx C
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Plumbing: bxly"'�Ic e,,O4.4Xa,,,A(-MechanicaI:
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City License #
(Fully descrihe work to be performed - Attach additional sheet If necessary)
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City cA
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City ol'\Vheat Ridge Municipal Buijdj�jg 7,iOO W 29'
September 20, 201
Gary Rains
Big Ilona Signs
12100 W. 52"" Avenue, # #1 1
Wheat Ridge, CO 80033
Wlicat Ridg CO 8003' P: 301')115,2846 F 1011,235,2857
Deal Mr. Rallis:
'Flits letter is in regard to a building Permit application tbr property located at 4335 Wads\vorth Blvd, lit
the City of Wheat Ridge advertising as business known as Denver Medical Solutions, You are being sent
this letter because you have been shown as the contractor can the pernut application ftorm.
"I'lle Permit application indicates that this is a sign permit al,)plicarion for as cabinet, chars oil all existing
freestanding sigli. According to the tenant at 4335 Wadsworth, for which the sign is proposed, the
existing sign face advertising his business cont'llus roughly 18 square feet per side. The proposed jmv
sign cabinet measures 6 x 8" or 48 square Icet aand is double-sided. No information is provided regarding
the height or setback of the existing sign.
Please be advised that this permit cannot be approved. J'he building in which Deliver N4cdical SOIUtiOnS
is located at 4335 Wadsworth Blvd. is divided into three tenant spaces, Pursuant to the sign code., the
11
building is allowed one freestanding Sign With UP to 137 square feet of total sign area based on the
existing footprint of the building. I'liere are currently three freestanding signs for the building which
makes signage for the structure nonconficirming.
Pursuant to the non - conforming provisions in the sign code, the noti-conforming sl(Tus Inav I'Culaln but
cannot be modified unless brought into compliance with the sign code. There is a provision ill the city`s
sign code that allows certain modifications to signs which are noncontorming relative to setback but (toes
not apply in this situation (see below),
A. Vonconfin signs. A laiijid sign existing on the cite etive date ofthe or(linanceftom whh� this
article is (lerivetl maj be continue1, althougji such sign does not cmilbrin to the provisions of this artiele,
sul?jccl to the,161lowing ln-ovisions:
I - ming si n is noi permitte(I 11111css sach sign Relocation, or relVacetimwi ol a nonconf6 � i _ is
1!71
brm.q into con ' rmane( ivith this article. Enlar-ement or cwtension o 'a noncon ating
/O P r
sig-n is permitted so long as the noncoitfi is not increased. Rebuildin4 or
reconstructing a noncot!fin s *4n is permitted on�y ifthe rebuilding or reconstruction is
limited to installing a new si4n cabinet on an twisting salyw•t structure. Installing a neiv
sign cabinet 1(,,gether with a ncit� suplwrl structure shall constitute replacement of
III 011COI Ikwm i n sr crud shall require cmi/brinance with this article,
Because the structure located at 4335 Wadsworth has three fi signs, where only one is allowed,
no m(:)(fifications can be made to the Denver NIedical SOILItiOnS sign, By allowing replacement of the
existim- cabinet with one that is kirgcr in size, the nonconforl Would be increased, In order to be
compliant with thc code, the tlII-CC Si��;IIS IW(Add need to be consolidated 11 1to one sign �,vnh all three tenants
acconiniodatc(l oil the sint4,le sign,
It' you have ally questions, feel free to contact me at 303
'relv.
Meredith Reckcrt, AICP
Senlor Planner
Steve Gavlick
Roger L(Iveher
I
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Cone m City License M ,
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Contract Value-
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M�- SIGNATURE:.
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♦ i CITY OF WHEAT RIDGE
f� Building Inspection Division
/// (303) 234 -5933 Inspection line.
(303) 235 -2855 Office • (303) 235 -2857 Fax
INSPECTION NOTICE
Inspection Type: 2 A
Job Address: q33 j 'A /raf �cri;F v T,J>_ 1
Permit Number: Ma 17 2t.
❑ No one available for inspection: Time f f) A
Re- Inspection required: Yes Co
* When corrections have been made, caff for re -ins gcti ao, -234 -5933
� fr .,
Date: Co i - �i Inspector: F z
DO NOT REMOVE THIS NOTICE
CERTIFICATE OF COMPLETION
City of Wheat Ridge
7500 W 29th Ave
Wheat Ridge CO 80033
Permit# 100926 Issued: 06101110
Stipulations: Remodel of Parapet and Columns
This certificate verifies that the building constructed and/
or the use proposed of the building and /or premises, under
the above permit number and on property described below,
does comply with the Wheat Ridge Building Code and
development standards of the zone district in which it is
located and may be occupied. All other licensing
requirements for the City must be met.
Site Address: 4335 Wadsworth Blvd
Parcel Number: U1381
Owner: Roger Loecher
PO Box 12208
Denver CO 80212
Contractor:
For the Following Pu
CoEditions
2003 ICC /2005 NEC
2003 ICC /2002 NEC
1997 UBC /2002 NEC
Sprinkler System
rpose: Commercial Remodel
NO change shall be made in the USE of
this building without prior notice
and a new Certificate of Completion
from the City of Wheat Ridge.
ng Inspector Zoning Administrator
G/ CERTIFICATE MUST BE POSTED BY FRONT DOOR OF
COMMERCIAL OCCUPANCIES
06/02/10 08:17:59 City of Wheat Ridge Page 1
bp701 -1s PERMIT INFORMATION - 100926 mmaekey
PERMIT INFORMATION:
Permit #: 100926 Address: 4335 Wadsworth Blvd
Permit Type: Commercial Remodel Parcel Cd: U1381
Permit Dt: 04/12/2010 OWNER: Roger Loecher
Expires: 10/09/2010 Address: PO Box 12208
City /St /Zip: Denver CO 80212
LAND PARCEL INFORMATION:
Zone Cd: Commercial DU: 0 SetBacks- Front: 0.0
Funct Use: Commercial Last Zone Dt: Left; 0.0
Subdivision: Unassigned Annex Dt: Right: 0.0
Cant Type: Miscellaneous Lot: Block No: 0 Back: 0.0
Legal:
JOB DESCRIPTION: Upgrade facade; EIFS system, fascia /roof flashing
FEES QTY DUE PAID:
Permit Fee 14,850.00 326.70 326.70
Plan Review Fee .00 212.36 212.36
Total Valuation 14,850.00 .00 .00
Use Tax 14,850.00 267.30 267.30
---- - - - - -- --- - - - - --
806.36 806.36
CONTACTS:
owner Roger Loecher PO Box 12208 Denver CO 80212 3034228500
sub CL4 Pyramid Construction, LLC 2895 W. 90th Ave. Federal Heights, CO 80260 3034877221
PERMIT CONDITIONS:
AT: Permit approved.
Must comply w/ 2003 IBC & 2005 NEC as applicable.
Install per manufacturer specifications.
Subject to field inspection.
APPROVALS:
Reg Apprv'1 Data Approver Note
--- - - - - -- -------------------- - - -- -'
Planning 04/09/10 AT
REQUIRED INSPECTIONS STATUS:
PERMIT NOTES:
04/12/10 CREATED FROM APPL# 10 -0098
04/09/10 Permit approved. Sent to RP for review.
04/02/10 Given to AT for review.
INSPECTION INFORMATION:
# TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS
1 fri:Framing Rough Insp. 10 -0059 05/05/10 no kc 05/06/10 05/06/10 COMPLETE
2 dws:Drywall screw /nail 10 -0059 05/06/10 no kc 05/07/10 05/07/10 COMPLETE
3 bfi:BUilding Final Insp 10 -0059 05/27/10 no CCI O6101110 06101110 COMPLETE
s 4 ✓ CITY OF WHEAT RIDGE>
Building Inspection Division
f (303) 234 -5933 Inspection line
(303) 235 -2855 Office • (303) 237 -8929 Fax
INSPECTION NOTICE
Inspection Type:
Job Address: y9'S �ri�afa.2r f3Lvp
Permit Number: /Fict�l
t
rr
❑ No one available for inspection: Time , Mbem
Re- Inspection required: Yes '
"When corrections have been made, call for re-inspection at 303 - 234 -5933
Date: / o Inspecto .�
DO NOT REMOVE THIS NOTICE
A s CITY OF WHEAT RIDGE
Building Inspection Division
e (303) 234 -5933 Inspection line
(303) 235 -2855 Office • (303) 237 -8929 Fax
INSPECTION NOTICE
Inspection Type: _17ul< - �crz.P1o,4e
Job Address: %33.5 cr/6{rs�sio� �l ✓ice
Permit Number:
❑ No one available for inspection: Time /I,' V AM ! "T -)
Re- Inspection required: Yes ( o�
When corrections have been made, calf for re inspection at 303 - 234 - 5933
Date: 517110 Inspector:
DO NOT REMOVE THIS NOTICE
" 1 City of Wheat Ridge
.r-
Commercial Remodel PERMIT - 100926
PERMIT NO: 100926 ISSUED:' 04/12/2010
JOB ADDRESS: 4335 Wadsworth Blvd.. EXPIRES: 10/09/2010:
DESCRIPTION: Upgrade facade; EIFS system, fascia/roof flashing
CONTACTS
owner 303/422-8500. Roger Loecher
sub 303/487-7221 10-.0059 Pyramid Construction,' LLC
* * PARCEL INFO *
ZONE CODE: C-1 USE: C-1
SUBDIVISION: UA BLOCK/LOT#:.. 0/
FEE SUMMARY ESTIMATED PROJECT VALUATION: 14,850.00
FEES r\' 1
Permit Fee 326.70
Plan Review Fee 212.36h...._,°..,:
Total Valuation 00
Use Tax - 267..30
TOTAL 806.36
Conditions:
AT: Permit. approved.
Must comply w/ 2003 IBC & 2005 NEC as applicable.
Install per manufacturer specifications.
Subject to field inspection:
I hereby certify that the setback distances proposed by this permit application are accurate,. and do not violate applicable
ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all
measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on. this
'application and that I assume full responsibility. for compliance with the Wheat Ridge Building Code (I.B.C) and all other
applicab ea d inances, for work under this . permit. Plans subject to field mspegtion.
60<I &5&0
Signature of contractor/owner - date
1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the
State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable
ordinances of the City.
2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration..
date. An extension may be granted at the discretion of the Building Official. -
3. If. this permit expires, a new permit may be acquired for a fee of one-halt the amount normally required, provided no
changes have been or will be made in the original plans and specifications and. any suspension or abandonment has not
exceeded one (1) year. If changes,. have been or if. suspension or abandonment. exceeds: one (1) year, full fees. shall
be paid for a new permit.
4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
5. Contractor shall notify the Building Inspector twenty-four (24)hours. in advance for all inspections and shall receive"
written approval on inspection card before proceeding with successive phases of the job. -
6.. The issuance of ey ior the approval of drawings and specifications shall not be construed to be a permit for, nor
an approval o tion of theprovisions of thebuil ding codes or any other ordinance, law, rule or regulation.
All plan rei t to field inspections.
Signature of C of Building Official date
INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855
REQUESTS MUST BE. MADE BY 3PM ANY. BUSINESS DAY FOR INSPECTION. THE. FOLLOWING BUSINESS DAY.;
yyCity of 7 L~.
Celt d1dge Date:
4.OAAmum-rY DEVELOPMENT
Plan # I j _ ti (1 G
Building & Inspection Services Division Permit # ~VbDI D
7500 W. 29th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Building Permit Application
Property Address: A335 WaJswc ,414 Blvcl.
Property Owner (please print): s_r g L o Q c i1 ev Phone: '303- e422 8500
Mailing Address: (if different than property address)
Address: P O 300. In 2 08
City, State, Zip: OwNv ew t CO 80212
Contractor: Pti r arr,; J Caa s~ruc~ ~drt t LL C
Contractors City License 100059 Phone: '303- 40%- 51135
Sub Contractors:
Electrical: Plumbing: Mechanical:
City License # City License # City License #
Description of work:
se-e- sc c>Pe. OR Wot'k t~ }{@Y Contract Value:
S 14,$50.0+0
Review Fee (due at time of submittal):
Squares BTU's Gallons Amps Sq Ft. $
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances,
rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and
allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full
responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on
this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work
and am also authorized by the legal owner of any entity included on this application to list that entity on this application.
CIRCLE ONE (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVP-Sl (OWNER) (CONTRACTOR) PRINTNAME: R".14 59aNcllleY SIGNATURE: DATE: 3Z9110
ZONING COMMENTS: T
Zoning:
Reviewer: C-
4
USE ONLY
BUILDING DEPARTMENT COMMENTS:
Reviewer.
Yn414
GtCG.C~urc~f5 5/~ec5:
~y~ ecf ~a•T.e/al~f~ ~3'//~~~y
PUBLIC WORKS COMMENTS: J OCCUPANCY:
Reviewer
FIRE DEPARTMENT:: ❑ approved w/ Comments ❑ disapproved ❑ no review required I Bldg Valuation: $ /11, 4I60. r~
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SCOPE OF WORK
PYRAMID CONSTRUCTION, LLC
2895 West 90th Avenue
Federal Heights, Colorado 80260-5107
303-487-7221 • Fax 303-487-1227
Date: March 29, 2010 • Time: 09:32 AM
Attn.: John Schumacher
City of Wheat Ridge
Building Department
7500 West 29th Avenue
Wheat Ridge, Colorado 80212
303-235-2853 Fax 303-235-2857
Re: Wheat Ridge Retail
4335 Wadsworth Boulevard
Wheat Ridge, Colorado 80033
Scope of Work Summary
Attached please find our Building Permit application for the above
referenced project. Below we have outline the scope of work with the
submitted drawing, specification and photographs of exiting for your review
and comments.
Scope of work:
Our intention is to upgrade the facade of the existing building with non
structural framing, sheathing and complete EIFS system with approved color
scheme.
Our demolition scope shall include the removal of the metal facia panels and
roof flashing on the east elevation and particle north and south.
The framing shall consist of 3 5/8" metal frame, use of OSB, exterior gypsum
board, exterior grade plywood at the bottom 2' section on the columns.
Pages : 2.
WHEAT RIDGE RETAIL
4335 WADSWORTH BOULEVARD
WHEAT RIDGE, COLORADO 80033
PYRAMID CONSTRUCTION, LLC
2895 WEST 90TH AVENUE
FEDERAL HEIGHTS, COLORADO 80211
A-1
MARCH 29, 2010
CONSTRUCTION
DOCUMENTS
SPECIFICATIONS
~ WHEaTR~
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APPROVED
ORD,
Subject to Fleiu iro
Wheat Ridge Building Depd:.ntent
Wheat Ridge Building DeF', Approved
/D BUI FFICI4LiE
Date:
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Signed: Wan Checker
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myof the provis. ;ns of the builomi; code or of any City ordinances.
t proswi tg to give authority to violate or cancel the provisions of ft
$04 des moft ordhunces of the City shag not be vim,
WHEAT RIDGE RETAIL
4335 WADSWORTH BOULEVARD
WHEAT RIDGE, COLORADO 80033
PYRAMID CONSTRUCTION, LLC
2895 WEST 90TH AVENUE
FEDERAL HEIGHTS, COLORADO 80211
A-1
MARCH 29, 2010
CONSTRUCTION
DOCUMENTS
SPECIFICATIONS
TABLE OF CONTENTS:
1. SHAPE C-1 DETAIL
2. EXISTING CONDITIONS PHOTOGRAPHS
3. 05400 COLD FORMD METAL FRAMING SPECIFICATION
4. 07220 EIFS SENERGY SPECIFICATION
5. 09260 GYPSUM BOARD SPECIFICATION
=m
I
4
ICOpk4lC,r C-1 (A L
Reissued September 1, 2009
Wwmr.iCC eS.ora (800) 423-6587 (562) 699-0543 A Subsidiary of the International Code CouncP
Legacy report on the 1997 Uniform Building Code.n; the 2000 International Building Code®, the BOCA" National
Building Code/1999 and the 1999 Standard Building Code°
DIVISION: 05-METALS
Section: 05400-Cold-Formed Metal Framing
BEARING AND NONBEARING STEEL STUDS
STEEL STUD MANUFACTURERS ASSOCIATION
800 ROOSEVELT ROAD
BUILDING C-321
GLEN ELLYN, ILLINOIS 60137
ALLIED STUDCO
2525 NORTH 27TH AVENUE
PHOENIX, ARIZONA 85009
CEMCO
263 COVINA LANE
CITY OF INDUSTRY, CALIFORNIA 91744
CLARKWESTERN BUILDING SYSTEMS, INC.
6510 GENERAL DRIVE
RIVERSIDE, CALIFORNIA 92509
CONSOLIDATED FABRICATORS CORP.
7815 EAST SOMERSET
PARAMOUNT, CALIFORNIA 90723
CUSTOM STUD, INC.
8415 220' STREET WEST
LAKEVILLE, MINNESOTA 55044
DESIGN SHAPES IN STEEL
10315 EAST RUSH
SOUTH EL MONTE, CALIFORNIA 91733
DIETRICH INDUSTRIES, INC.
500 GRANT STREET, SUITE 2226
PITTSBURGH, PENNSYLVANIA 15219
NEXFRAME
4819 FITE COURT
STOCKTON, CALIFORNIA 95215
OLMAR SUPPLY dba DENMAR STEEL, INC.
6765 PRESTON AVENUE #D
LIVERMORE, CALIFORNIA 94550
QUAIL RUN BUILDING MATERIALS, INC.
2102 WEST LONE CACTUS DRIVE
PHOENIX, ARIZONA 85027
SCAFCO CORPORATION
6212 EAST MAIN AVENUE
POST OFFICE BOX 11215
SPOKANE, WASHINGTON 99211,1216
STEEL CONSTRUCTION SYSTEMS
11250 ASTRONAUT BOULEVARD
ORLANDO, FLORIDA 32837
STEELER, INC.
10023 MARTIN LUTHER KING WAY SOUTH
SEATTLE, WASHINGTON 98178
THE STEEL NETWORK
2012 T.W. ALEXANDER DRIVE
POST OFFICE BOX 13887
DURHAM, NORTH CAROLINA 27709
UNITED METAL PRODUCTS, INC
234 NORTH SHERMAN AVENUE
CORONA, CALIFORNIA 92882
UNITED STEEL MANUFACTURING
2966 EAST VICTORIA STREET
RANCHO DOMINGUEZ, CALIFORNIA 90221
1.0 SUBJECT
Bearing and Nonbearing Steel Studs, Joists and Tracks.
2.0 DESCRIPTION
The design of the steel studs, joists and tracks described in
this report complies with Section 2217 of the 1997 Uniform
Building Code TM (UBC), Section 2205 of the 2000
International Building Code (IBC), Section 2206.1 of the
BOCA National Building Code/1999 and Section 2204.1 of
the 1999 Standard Building Code.
2.1 General:
Punched steel studs and unpunched joists and tracks are
roll-formed in various depths with the metal thicknesses
indicated in Table 1.
'Revised December 2008
/CC-ES lSvalamimr Re," is ore not to be cunrnved ov represen+ing aesthetics or mpi aher attribmer gat epenjrcnlly addressed, nor rre the)•!o be mnevnard
as arr endanxn.eru ql the ewbf,et ofrhe repw't or a,,.noendotion for os use. There a no is-an-may h), /CC riahmtioo 3errice, lur., ,.,press or atplie/,, as
to any finding or other gran,, in th. ,,pore, or os to ooy prodoci core, ed by the rep. t.
Copyright 02003 s..,.a,'. •of
Page I of 4
6C -ES Evaluation Report E -494.3P*
ER-4943P ] Most Widely Accepted and Trusted Page 2 of 4
Section designations, section properties, steel yield
strength, etc., are set forth on pages 6 through 11 and
pages 2 through 5 of the accompanying Steel Stud
Manufacturers Association catalogs, "Product Technical
Information," dated 7101, and "Supplemental Product
Technical Information," dated May 2001. Web crippling
details and maximum web crippling loads are noted on
pages 39 through 41, and pages 6 and 7, of the
accompanying catalogs.
2.2 Nonbearing Wall Heights:
Allowable nonbearing wall heights for interior composite
wall design are noted on pages 12 and 13 of the
accompanying catalog dated 7/01. For tables on pages 12
and 13, the gypsum wallboard must be installed on both
sides of the wall framing for the full wall height, with the
long dimension of the gypsum wallboard parallel to the wall
height. Allowable interior nonstructural wall heights, using
only section properties of the steel, are noted on pages 14
and 15. Allowable limiting wall heights for curtain walls are
noted on pages 16 through 19 of the accompanying
catalog.
2.3 Load-bearing Wall Studs:
Allowable axial loads combined with lateral loads for
various heights and stud spacings based on mechanical
bracing at maximum 48 inches (1219 mm) on center and
sheathing on both sides for lateral stability, with the design
complying with Section C5 in the "Specification for the
Design of Cold-formed Steel Structural Members," 1996
edition, are noted on pages 20 through 30 of the
accompanying catalog dated 7101.
2.4 Joist:
Allowable joist span for various loads, joist spacings and
span conditions are noted on pages 31 through 36 of the
accompanying catalog dated 7/01.
2.5 Header Load Table:
Allowable loads for header construction are noted on
pages 37 and 38 of the accompanying catalog dated 7/01.
2.6 Ceiling Span:
Allowable ceiling span for 4 psf, 6 psf and 13 psf (192
N/mz, 287 N/m and 633 N/mz) total loading, L/240 and
L/360 deflections, various spacings and span conditions
are noted on pages 42 and 43 of the accompanying
catalog dated 7/01.
2.7 Materials:
2.7.1 Steel Members: Studs, joists and tracks are
formed from steel having a minimum 33,000 psi (228 MPa)
yield point (ASTM A653 SS Grade 33 or ASTM A1011 SS
Grade 33) for thicknesses of 0.0179 inch (18 mils) (0.454
mm) through 0.1180 inch (118 mils) (3 mm), and a
minimum 50,000 psi (345 MPa) yield point (ASTM A 653
SS Grade 50, Class 1 or 3, or ASTM A 1011 SS Grade 50)
for thicknesses of 0.0538 inch (54 mils) (1.366 mm)
through 0.1180 inch (118 mils) (3 mm).
2.7.2 Gypsum Board: Gypsum board conforms to ASTM
C 36, with thicknesses of 1/2 inch (12.7 mm) and 5/8 inch
(15.9 mm).
2.7.3 Steel Screws: No. 6, Type S, 11/8-inch-long (28.6
mm) steel screws conform to ASTM C 1002.
2.8 Tables and Details:
The catalogs entitled "Product Technical Information,"
dated 7/01, and "Supplemental Product Technical
Information," dated May 2001, which are a part of this
report, are available on the ICC-ES web site and on the
ICC-ES evaluation report CD-ROM, under ER-4943. Only
the items indicated in Table 3, for the catalog dated 7/01,
are part of this report (the entire catalog dated May 2001 is
part of this report).
Structural properties for the effective moments of inertia
on pages 6 through 11 of the catalog dated 7/01, and
pages 2 through 5 of the catalog dated May 2001, are
based on Procedure I for deflection determination at the
allowable moment Ma.
Allowable wall height tables on pages 14 through 19 of
the catalog dated 7/01 are based on the following
considerations:
The tabulated partition heights are based on flexure,
deflection and shear, whichever governs.
Allowable end reaction based on table heights must
be checked for web crippling allowable concentrated
loads. End reaction = [load (psf)] [spacing (in.)] [height
from table (ft.)]/24.
Heights are based on web punchouts at a minimum
distance of (1.5h) from the edge of bearing (h is the
stud web depth).
Pages 47 and 48 of the catalog dated 7/01 are not
recognized as part of this report.
2.9 Identification:
Each stud is identified with the manufacturer's name, yield
strength [if over 33 ksi (228 MPa)], minimum base-metal
thickness, and the report number embossed or stamped on
the web of each section at a maximum of 48 inches (1219
mm) on center.
3.0 EVIDENCE SUBMITTED
Descriptive details, load test reports, engineering
calculations, report of composite construction load test and
proposed product technical information, in accordance with
the ICC-ES Acceptance Criteria for Cold-formed Steel
Framing Members (AC46), dated January 2001.
4.0 FINDINGS
That the Steel Stud Manufacturers Association Bearing
and Nonbearing Steel Studs, Joists and Tracks
described in this report comply with the 1997 Uniform
Building CodeTM the 2000 International Building
Code®, the BOCA" National Buildhy Code/1999 and
the 1999 Standard Building Code , subject to the
following conditions:
4.1 Studs, joists and tracks are installed in
accordance with this report and the
manufacturer's instructions.
4.2 Allowable heights and loadings comply with the
accompanying tables.
4.3 Uncoated minimum steel thickness of cold-
formed members as delivered to the jobsite shall
be at least 95 percent of the thickness used in
design.
4.4 Complete plans and calculations verifying
compliance with this report must be submitted to
the building official for each project.
4.5 The studs are manufactured at the facilities noted
in Table 1.
4.6 Stud member end reactions, resulting from
allowable heights and loads, as noted in the
accompanying tables, must be checked with the
web crippling tables noted in the accompanying
catalog.
This report is subject to re-examination in two years.
Senergy
Typical Details
Senerflexo Classic PB Wall System
Class PB Exterior Insulation and Finish System providing a primary moisture barrier
and optional secondary air/weather barrier
1. Typical Senerflex Wall System Application
2. Typical Aesthetic Reveal
3. Typical Window Head (Flush)
4. Typical Window Head (Recessed)
5. Typical Window Jamb (Flush)
6. Typical Window Jamb (Recessed)
7. Typical Window Sill (Flush)
8. Typical Window Sill (Recessed)
9. Typical Roof Edge Flashing
10. Typical Parapet Cap Flashing
11. Typical Parapet Cap
12. Typical Expansion Joint at Floorline
13. Typical Expansion Joint at Change in Substrate
14. Typical Transition at Soffit/Gable End
15. Typical Expansion Joint
16. Typical Pipe Penetration
17. Typical Corner Mesh
18. Typical Light Fixture
19. Typical Termination at Foundation
20. Typical Termination at Foundation (Flush)
21. Typical Kick-Out Flashing
BASF
The Chemical Company
I
Senergy-
TYPICAL SENERFLEX WALL SYSTEM
APPLICATION
_.-FRAMING'
ACCEPTABLE SHEATHING'
R
ttl
rg' SENERGYADHESNEI BASE COAT
I APPLIED TO EPS INSULATION BOARD
i La
I APPROVED EPS INSULATION BOARD
Ills,
a-MC
e SENERGY LAMINA:
SENERGYRASECOAT
NG MESH
rtxN SENERGY REINFORCITIE
SENERGY FINISH COAT
yE' WRAP SENERGY BASE COAT AND
!r SENERGY REINFORCING MESH
by others)
tl =L'. ii..53 f1
TYPICAL AESTHETIC REVEAL
ACCEPTABLE SHEATHING'
SENERGY ADHESIVE I BASE COAT
APPLIED TO EPS INSULATION BOARD
MIN. 19 mm (314')
APPROVED EPS INSULATION BOARD
AESTHETIC REVEAL
SENERGY LAMINA.
SENERGY BASE COAT
SENERGY REINFORCING MESH
SENERGY FINISH COAT
(`by others)
Notes:
• Verify all materials are installed in accordance with
installation instructions.
• All terminations must be fully encapsulated with
mesh reinforced base coat.
Notes:
• Verify all materials are installed in accordance wilt
installation instructions.
• Maintain a minimum 19 mm (3/4") thick EPS
insulation board behind all reveals & aesthetic
grooves.
• Reinforcing mesh shall be continuous through
the reveal and care shall he taken to ensure
reinforcing mesh is encapsulated into the
reveal and is not art during base coat application.
• Horizontal reveals shall provide an outward positive
drainage.
• Reveals must not occur at the abutment of two
pieces of FPS insulation board.
• Reveals must not occur at the joints in sheathing.
EMEEELE CL I E
Notes:
• Verify all materials are installed in accordance with
installation instructions.
• All terminations must be fully encapsulated with
mesh reinforced base coat.
• Do not apply finish to areas that will receive
sealant.
• Provide a properly configured back wrapped
joint with backer rod and sealant at system
terminations to disshnilar materials: ensuring that
a watertight seal is achieved.
• Joint and EPS insulation board must not line up
with comer of rough openings.
TYPICAL WINDOW HEAD (FLUSH)
"AA
----ACCEPTABLE SHEATHING'
y
~ ~ - ASENERGY ADHESIVE PPLIED TO EPS INSULLA OAT
TION
G y ~f BOARD
Rio,
1SI
✓,C..-- APPROVED EPS INSULATION BOARD
I
t t° --SENERGYLAMINA:
SENERGYBASECOAT
SENERGY REINFORCING MESH
SENERGY FINISH COAT
r s
WRAP SENERGY BASE COAT AND
SENERGY REINFORCING MESH
l
t. L Ey °~y _ -BACKER ROD AND SEALANT'
--_-WINDOW'
~a l
B, others)
Notes:
• Verify all materials are installed in accordance Myth
installation instructions.
• All terminations must be fully encapsulated with
mesh reinforced base coat.
• Do not apply finish to areas that will receive
sealant.
• Provide a properly configured back wrapped
joint with backer rod and sealant at system
terminations to dissimilar materials, ensuring that
a watertight seal is achieved.
• Joint and EPS insulation board must not line up
with comer of rough openings.
TYPICAL WINDOW HEAD
. ' -
ACCEPTABLE SHEATHING'
- SENERGY ADHESIVE/BASE COAT
w/` 'r?I
APPLIED TO EPS INSULATION
BOARD
T 3
'd
2y
ipr f
APPROVED EPS INSULATION
BOARD
---SENERGY LAMINA:
SENERGY BASE COAT
SENERGY REINFORCING MESH
SENERGY FINISH COAT
-WRAP SENERGY BASE COAT AND
SENERGY REINFORCING MESH
- BACKER R00 AND SEALANT'
By others)
Senergyl-
TYPICAL WINDOW HEAD (FLUSH)
APPLIED TO EPS INSULATION BOARD
APPROVED EPS INSULATION BOARD
WRAP SENERGY BASE COAT AND
SENERGY REINFORCING MESH
SENERGYLAMINA:
SENERGY BASE COAT
SENERGY REINFORCING MESH
SENERGY FINISH COAT
by others)
TYPICAL WINDOW JAMB
SENERGY AOHESIVE/BASE COAT
APPLIED TO EPS INSULATION BOARD
APPROVED EPS INSULATION BOARD
SENERGYBASECOAT
SENERGY REINFORCING MESH
SENERGY FINISH COAT
WRAP SENERGY BASE COAT AND
SENERGY REINFORCING MESH
BACKER ROD AND SEALANT'
('byothe.)
Notes:
• Verify all materials are installed in accordance with
installation instructions.
• All terminations must be fully encapsulated with
mesh reinforced base coat,
• Do not apply finish to areas that will receive
sealant.
• Provide a properly configured back wrapped
joint with backer rod and sealant at system
terminations to dissimilar materials, ensuring that
a watertight seal is achieved.
• Joint and EPS insulation board must not line up
with corner of rough openings.
Notes:
• Verify all materials are installed in accordance with
installation instructions.
• All terminations must be fully encapsulated with
mesh reinforced base coat.
• Do not apply finish to areas that will receive
sealant.
• Provide a properly configured back wrapped
joint with backer rod and sealant at system
terminations to dissimilar materials, ensuring that
a watertight seal is achieved.
• Joint and EPS insulation board must not line up
with comer of rough openings.
[ 2_fai ~ fj
5E ERFLE CLASSIC
Notes:
• Verify all materials are installed in accordance with
installation instructions..
• All terminations must be fully encapsulated with
mesh reinforced base coat.
• Do not apply finish to areas that will receive
sealant.
• Provide a properly configured back wrapped
joint with backer rod and sealant at system
terminations to dissimilar materials, ensuring that
a watertight seal is achieved.
• Joint and [PS insulation board must not line up
with coiner of rough openings.
WINDOW -
SENERGYADHESIVEIBASECOAT
APPLIED TO EPS INSULATION BOARD
BACKER ROD AND SEALANT'
SENERGYASAP
WRAP SENERGY BASE COAT AND
SENERGY REINFORCING MESH
SENERGYLAMINA:
SENERGY BASE COAT
SENERGY REINFORCING MESH
SENERGY FINISH COAT
APPROVED EPS INSULATION BOARD
ACCEPTABLE SHEATHING'
FRAMING'
by others(
Notes:
• Verify all materials are installed in accordance wilh
installation instructions.
• All terminations must he fully encapsulated with
mesh reinforced base coat.
• Do not apply finish to areas that will receive
sealant.
• Provide a properly configured back wrapped
joint with backer rod and sealant at system
terminations to dissimilar materials, ensuring that
a watertight seal is achieved.
• ,Joint and FPS insulation board must not line up
with corner of rough openings.
TYPICAL WINDOW SILL
TYPICAL WINDOW SILL (RECESSED)
-
WINDOW'
lam`
"
~'r
'
-
_
r}
e
PAN FLASHING Iv/ END DAMS
1
7 < r
- MIN. SOmm 12")
T
= 11 t
i
F
j
t L -
-SEALANT`
WRAP SENERGY BASE COAT AND
SENERGY REINFORCING MESH
-SENERGYLAMINA:
i
SENERGYBASECOAT
SENERGY REINFORCING MESH
SENERGY FINISH COAT
- APPROVED EPS INSULATION BOARD
ACCEPTABLE SHEATHING'
('bYOthersi
IT 08 " 0
Mai cnf°S 5 E $ I's sic P
Notes:
• Verify all materials are installed in accordance with
installation instructions.
• All terminations must be fully encapsulated with
mesh reinforced base coat,
• Provide a minimum 6:12 slope for all horizontal
surfaces greater than 25 mm (1'). Senergy
requires tire use of a roofing system or metal
cap flashing for sloped surfaces over 609 mm
(29").
• Terminate system a minimum of 203 mm (8")
above roof.
• Maintain a minimum 25 min (1 thick EPS
insulation board.
TYPICAL PARAPET CAP
12
41IN
--SENERGY LAMINA:
SENERGY BASE COAT
i SENERGY REINFORCING MESH
SENERGY FINISH COAT
` - WRAP SENERGY BASE COAT AND
SENERGY REINFORCING MESH
APPROVED EPS INSULATION BOARD
ROOF SYSTEM'
- COUNTER FLASHING'
---SEALANT
- BOND BREAKER TAPE'
ACCEPTABLE SHEATHING
('byo0mrs)
Notes:
• Verify all materials are installed in accordance with
installation instructions.
• All terminations must be fully encapsulated with
mesh reinforced base coat.
• Do not apply finish to areas that will receive
sealant.
• Install expansion joints in the system at all
changes in substrate, through existing expansion
joints, floor lines in multi-level wood frame
construction, and where movement is anticipated,
It is the sole responsibility of the design
professional to determine specific expansion joint
location, placement and design.
TYPICAL EXPANSION JOINT AT FL®®RLINE
n
Senergy m
TYPICAL EXPANSION JOINT
AT CHANGE IN SUBSTRATE
k
'SENE j"Y ACCEPTABLE SHEATHING'
~P ACCEPTABLE SUBSTRATE'
WRAP SENERGY BASE COAT AND
SENERGY REINFORCING MESH
:✓'`~Vx,. 2T'*`A APPLIED TO EPS INSULATION BOARD
t Z - BACKER ROD B SEALANT IVJIDTH
~,k x t PER DESIGN)'
k xK-'s { -SENERGYLAMINA:
SENERGY BASE COAT
~rS3Y'ax.. } SENERGY REINFORCING MESH
11fk w s SENERGY FINISH COAT
-APPROVED FPS INSULATION BOARD
C by others)
TYPICAL TRANSITION AT SOFFIT AND FASCIA
----ACCEPTABLE SHEATHING'
----FRAMING'
1
,
- SENERGY LAMINA:
1
A`,y
SENERGY BASE COAT
SENERGY REINFORCING MESH
SENERGY FINISH COAT
DRIP EDGE (PER DESIGN)
-WRAP SENERGY BASE COAT AND
SENERGY REINFORCING MESH
SOFFIT VENT AS NEEDED (PER DESIGIH'
,
Yly.x .3
T„
1
-
-SENERGYLAMINA:
SENERGY BASE COAT
SENERGY REINFORCING MESH
SENERGY FINISH COAT
i4''-r1e$-
APPROVED EPS INSULATION BOARD
xv sv a~~~+. 'Y A
°
-
-
SENERGYADHESIVE BASE
~ ~
`
APPLIED TO O EP S INSULATION ION BOARD
,
•
'
~
ACCEPTABLE SHEATHING
by others)
Notes:
• Verify all materials are installed in accordance with
installation instructions.
• All terminations must be fully encapsulated with
mesh reinforced base coat.
• Do not apply finish to areas that will receive
sealant.
• Install expansion joints in the system at all
changes in substrate, through existing expansion
joints, floor lines in multi-level wood frame
construction, and where movement is anticipated.
It is the sole responsibility of the design
professional to determine specific expansion joint
location, placement and design.
Notes:
• Verify all materials are installed in accordance with
installation instructions.
• All terminations must be fully encapsulated with
mesh reinforced base coat,
• Maintain a minimum 19 mm (314") thick EPS
insulation board behind drip edge
EEN FL X CLASSIC PB
Notes:
• Verity all materials are installed in accordance wittl
installation instructions.
• All terminations must be fully encapsulated with
mesh reinforced base coat.
• Do not apply finish to areas that will receive
sealant.
• Install expansion joints in the system at all
changes in substrate, through existing expansion
joints, floor lines in multi-level wood frame
construction, and where movement is anticipated.
It is the sole responsibility of the design
professional to determine specific expansion joint
location, placement and design.
TYPICAL EXPANSION JOINT
SHEATHING'
IS INSULATION BOARD
SENERGYASAP
BACKER ROD 8 SEALANT (WIDTH
PER DESIGN)'
WRAP SENERGY BASE COAT AND
SENERGY REINFORCING MESH
SENERGY ADHESIVE I BASE COAT
APPLIED TO EPS INSULATION BOARD
SENERGY LAMINA:
SENERGY BASE COAT
SENERGY REINFORCING MESH
SENERGY FINISH COAT
V by others)
1e- i:', I:.
Notes:
• Verify all materials are installed in accordance with
installation instructions.
• All terminations must be fully encapsulated with
mesh reinforced base coat.
• Do not apply finish to areas that will receive
sealant.
• Ensure all penetrations through the system are
property sealed.
TYPICAL PIPE PENETRATION
-FRAMING'
,t - -------ACCEPTABLE SHEATHING'
SENERGY ADHESIVE I BASE COAT
APPLIED TO EPS INSULATION BOARD
1
- APPROVED EPS INSULATION BOARD
7
S~ --SENERGY LAMINA:
44 SENERGY BASE COAT
rq,R. SENERGY REINFORCING MESH
SENERGY FINISH COAT
WRAP SENERGY BASE COAT AND
SENERGY REINFORCING MESH
r e K
BACKER RODB SEALANT( WIDTH
,td PER DESIGN)'
-6- 01
"d
2 - SEALANTATPERIMETEROF
~ PENETRATION'
X4.'LJ - PIPE'
WRAP BASE COAT AND
SENERGY REINFORCING MESH
by others)
...-;ii U'-' !I,
TYPICAL CORNER MESH
ACCEPTABLE SHEATHING'
SENERGY ADHESIVE I BASE COAT
APPLIED TO EPS INSULATION BOARD
APPROVED EPSINSULATION BOARD
----SENERGY LAMINA,
SENERGY BASE COAT
SENERGY REINFORCING MESH
SENERGY FINISH COAT
SENERGY CORNER MESH EMBEDDED
IN SENERGY BASE COAT
r by MM.)
F-1- -1 Wi0
TYPICAL LIGHT FIXTURE
- ACCEPTABLE SHEATHING'
SENERGY ADHESIVE I BASE COAT
APPLIEDTO EPS INSULATION BOARD
--APPROVED EPS INSULATION BOARD
-SENERGY LAMINA
SENERGY BASE COAT
SENERGY REINFORCING MESH
SENERGY FINISH COAT
- WRAP SENERGY BASE COAT AND
SENERGY REINFORCING MESH
-SET FLANGE IN SEALANT '
WRAP SENERGY BASE COAT AND
SENERGY REINFORCING MESH
by oibem)
Notes:
• Verify all materials are installed in accordance
with installation instructions and applicable code.
• Ensure reinforcing mesh is continuously lapped a
minimum of 203 mm (8') around comers.
• Stagger vertical joints in EPS insulation board at
corners.
Notes:
• Verify all materials are installed in accordance
with installation instructions and applicable code.
• All terminations must be fully encapsulated with
mesh reinforced base coat.
• Ensure all penetrations through the system are
properly sealed.
SENERFLEX CLASSIC P
Notes:
• Verify all materials are installed in accordance
with installation instructions and applicable code.
• All terminations must be fully encapsulated with
mesh reinforced base coat.
• Terminate system a minimum of 203 mm (8")
above grade.
• Extend system a minimum of 50 mm (2")
and a maximum of 305 mm (12') at the
foundation transition,
FRAMING'
ACCEPTABLE SHEATHING'
SENERGY ADHESIVE I BASECOAT
APPLIED TO EPS INSULATION BOARD
APPROVED EPS INSULATION BOARD
SENERGYLAMINA
SENERGYBASECOAT
SENERGY REINFORCING MESH
SENERGY FINISH COAT
WRAP SENERGY BASE COAT AND
SENERGY REINFORCING MESH
SEALANT'
FOUNDATION `
V by others)
TYPICAL TERMINATION AT FOUNDATION
Notes:
• Verify all materials are installed in accordance
with installation instructions and applicable code.
• All terminations must be fully encapsulated with
mesh reinforced base coat.
• Do not apply finish to areas that will receive
sealant,
FRAMING'
ACCEPTABLE SHEATHING'
SENERGY ADHESIVE I BASE COAT
APPLIED TO EPS INSULATION BOARD
- SENERGY LAMINA:
SENERGYBASECOAT
SENERGY REINFORCING MESH
SENERGY FINISH COAT
- WRAP SENERGY BASE COAT AND
SENERGY REINFORCING MESH
- BACKER ROD & SEALANT
(WIDTH PER DESIGN)'
- FOUNDATION'
C by others)
TYPICAL TERMINATION AT FOUNDATION
Note
BASF Wall Systems is an Operating one of
BASF Construction Chemicals, LLC. (herein
after referred to as "BASF Wall Systems")
Residential Policy -
Apply wall systems in accordance with
local building codes in force at the time
of construction. On one and two-family,
residential framed construction, BASF Wall
systems requires that the well system
selected be one that includes provisions
for moisture drainage.
Disclaimer
this information and all further technical
advice are based on BASF Wall Systems
present hargiviedge and 8 SF assumes no tabilily to, proTicing such
information and advice including the Went to
vAscb such infomlation and advice may relate
to existing third party intellectual property
rights; especially patent rights. In paificular;
BASF Wag Systems disclaims any and all
CONDITIONS ANO WART WfIES, WMETI TER
EXPRESS OR IMPDED, INCLUDING THE
IMPLIED WARRANTIES OF FITNESS FOR A
PARTICULAR PURPOSE OR MERCHANTABI.ITY.
BASF WALL SYSTEMS SHALL NOT BE
INDIRECT OR INCIDEN he-UAMnGta
(INCLUDING LOSS OF PROFITS) OF ANY
KIND. BASF Wall Systems reserves the right
to make any changes according toterlm0logicsl
progress air further developments. It is the
customer's resounsibility and obligation to
carefully harmer and test any incoming goods.
Performance of the product(s) des hound
herein should he verified by testing and
carried out only by qualified experts. It is the
sole responaludily of the customer to Carol out
and arrange for any such testing. Reference
to trade names used by other campanies is
neither a recommendation; nor an
endorsement at day product and does not
imply that similar products could not be used.
It is the responsibility of both the specifier and
the purchaser to relearning if a product is
suitable for its intended use. The designer
selected by the foreigner shall be responsible
for all decisions pertaining ip design, detail,
structural capability, attachment details, shop
drawings and the like. BASF Wall Systems
h- ~mnamd rmidetines in the fare of
product bulletins to facilitate the design process
only. BASF Wall Systems is not liable for any
errors or omissions in design, detail; sauctural
capability, attachment details, shop drawings
or the like, whether based upon the innoulagon
designers or their appointed representatives
may make to BASF Will Systems published
comments. For more information visit our
websee at swnv.senergy.bast.com.
BASF Wall Systems
3550 St. Johns Rich Road Sauth
Jacksonville, FL 32224-26' 4
Phone 800 • 221 • 9255
Fax 904.996.6300
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Www.icc-es.orct (800) 423-6587 1 (562) 699-0543
A Subsidiary of the International Code Council®
DIVISION: 09-FINISHES
Section: 09260-Gypsum Board Assemblies
REPORT HOLDER:
GYPSUM ASSOCIATION
6525 BELCREST ROAD #480
HYATTSVILLE, MARYLAND 20782
(301) 277-8686
EVALUATION SUBJECT:
GYPSUM WALL AND CEILING ASSEMBLIES AND
GYPSUM BOARD INTERIOR AND EXTERIOR
APPLICATIONS
1.0 EVALUATION SCOPE
Compliance with the following codes:
■ 2009 International Building Code® (IBC)
■ 2009 International Residential Code (I RC)
Properties evaluated:
■ Interior finish
■ Fire-resistance
■ Sound control
■ Structural
■ Thermal barrier
■ Exteriorfnish
2.0 USES
This evaluation report recognizes gypsum products for
specific interior and exterior applications, and also
recognizes various load-bearing and nonload-bearing fire-
resistance-rated wall, floor-ceiling and roof-ceiling gypsum
board assemblies. Some assemblies also provide sound
transmission control. Structural evaluation is limited to
transverse loading.
3.0 DESCRIPTION
The gypsum products and fire-resistance-rated wall, floor-
ceiling and roof-ceiling assemblies must conform to
Section 4.0 of this report using materials as described
below.
3.1 Water-resistant Gypsum Backing Board:
The backing board must conform to ASTM C 1396.
3.2 Gypsum Wallboard:
The wallboard must conform to ASTM C 1396.
3.3 Exterior Gypsum Soffit Board:
The soffit board must conform to ASTM C 1396.
3.4 Gypsum Sheathing Board:
The sheathing board must conform to ASTM C 1396.
3.5 Gypsum Backing Board, Core Board and Gypsum
Shaftliner Board:
The backing, core board and shaftliner must conform to
ASTM C 1396.
3.6 Gypsum Base for Veneer Plasters:
The gypsum base must conform to ASTM C 1396.
3.7 Gypsum Ceiling Board:
The ceiling board must conform to ASTM C 1396.
3.8 Screws:
Type S, Type W and Type G screws specified for the
assemblies described in this report must comply with
ASTM C 1002 or ASTM C 954.
4.0 INSTALLATION
4.1 General:
Installation of the gypsum board wall and ceiling
assemblies and interior and exterior applications as
described below must comply with this report and the
Gypsum Association's published installation instructions.
The Gypsum Association's published installation
instructions must be available at the jobsite at all times
during installation.
The gypsum products recognized in this report must be
assembled and installed in accordance with IBC Section
2508.1 or IRC Section R702.3.1, as applicable. Gypsum
board must not be used in areas subject to continuous high
humidity, such as saunas, steam rooms, gang shower
rooms or indoor pools.
4.2 Fire-resistance-rated Wall, Floor-ceiling and Roof-
ceiling Gypsum Board Assemblies:
4.2.1 General Fire-resistance-rated Design Information:
a. The axial design stress of the wood studs used in fire-
resistive construction must be reduced to 0.78F',,
calculated in accordance with Section 3.6 of the
American Forest & Paper Association's National
Design Specification for Wood Construction (NDS),
with the maximum design stress not greater than 78
percent of the calculated allowable stress with studs
having a slenderness ratio, Idd, of 33.
!CC-ES Evaluation Reports are not to be construed ae representing aesthetics or any other aeribules not specifically addressed, nor are they to be construed
as an endarsemen(ajthe subject of the report or a recommendation far its use. There is no roarranty by ICC Evaluation Service, Inc., express or implied, as o®~
to anyfinding or other matter in this report, or as to any product covered by the repon.
IN 1.1~ 11;
Copyright 02010 Page 1 of 6
ICC-ES Evaluation Report ESR®1333
Reissued February 1, 2010
This report is subject to re-examination in two years.
7 ESR-1338 I Most Widely Accepted and Trusted Page 2 of 6
b. When gypsum board is used in fire-resistive
floor/ceiling, roof/ceiling, or wall assemblies, the board
thickness, type of gypsum board, and construction of
the assembly must comply with Chapter 7 of the IBC;
Section R317 of the IRC; the 19th edition of the
Gypsum Association Fire Resistance Design Manual;
or current ICC-ES evaluation reports.
c. Except where otherwise noted in this report, any of the
gypsum boards listed in Section 3.0, of the same size,
thickness, and core type specified, may be used. The
gypsum base for veneer plasters must be covered with
minimum '/16-inch-thick (1.6 mm) gypsum veneer
plaster.
d. Control joints such as those shown in Figure 1 are
permitted to be used in one-hour or two-hour fire-
resistance-rated construction described in this report or
described in Table 720.1(2) of the IBC. The joints are
permitted to be used on bearing or nonbearing walls of
wood or steel construction.
4.2.2 Fire-resistance-rated Assemblies: Generic fire-
resistance-rated systems (those not designated as
proprietary in the listing), as listed in the Gypsum
Association Fire Resistance Design Manual, 19th edition,
are recognized for use.
4.2.2.1 Two-hour Gypsum Board Solid Partition for
Shaft Enclosure: The assembly is similar to Item 9-1.1 of
Table 720.1(2) of the IBC, except that the gypsum
shaftliner is first installed onto 2-by-2-inch (51 by 51 mm)
steel floor and ceiling runners using Type S screws spaced
12 inches (305 mm) on center. The runners must be
anchored at 24 inches (610 mm) on center, using
approved fasteners. Two layers of/2-inch-thick (12.7 mm),
Type X gypsum board installed with long edges parallel to
wrapped coreboard edges are laminated to one side of the
coreboard. All vertical joints must be offset at least 3
inches (76 mm).
The assembly may also be constructed with four layers
of '/2-inch-thick (12.7 mm), Type X gypsum board,
laminated together, with the joints of each layer offset at
least 3 inches (76 mm) from the adjoining layers. The
laminating compound must comply with ASTM C 475 or be
an approved powder setting-type compound. The first
layer is attached to the 2-by-2-inch (51 b~ 51 mm) steel
floor and ceiling angle runners using one /6-inch-long (22
mm), Type S screw at each corner. The second layer is
then fully laminated to the first layer and screw-attached to
the runners using 115/16-inch-long (49.2 mm), Type S
screws spaced 12 inches (305 mm) on center. The third
layer is laminated in the same manner as the second layer,
and is further attached using 11/2-inch-long (38 mm), Type
G screws spaced 24 inches (610 mm) on center along the
edges and along the center, and held back 2'/2 inches
(63.5 mm) from the top and bottom edges. The fourth layer
is fully laminated, with all of the vertical joints being offset.
4.2.2.2 One-hour Gypsum Board Partition with Wood
Framing: The framing consists of nominal 2-by-4 wood
studs spaced 16 inches (406 mm) on center, with blocking
of the same size at midheight. Each side of the wall is
covered with a single layer of 5/6-inch-thick (15.9 mm),
Type X gypsum board applied either perpendicular to or
parallel to the framing. The gypsum board is attached to
the framing using No. 6 by 1'/4-inch-long (31.7 mm),
buglehead, Type W screws spaced 8 inches (203 mm) on
center along end joints and 12 inches (305 mm) on center
in the field. Screws are placed no closer than 1/2 inch (12.7
mm) to end or edge joints. Vertical joints are staggered 16
inches (406 mm) on center, and horizontal joints are
staggered 12 inches (305 mm) on center on each side.
The joints are taped with joint tape and covered with two
coats of joint compound. Screw heads are covered with
joint compound.
4.2.2.3 One-hour Gypsum Board Staggered-stud
Bearing Partition: The framing consists of two rows of
nominal 2-by-3 wood studs spaced at 16 inches (406 mm)
on center or nominal 2-by-4 wood studs spaced at 24
inches (610 mm) on center, with blocking of the same size
at midheight. Studs in opposite rows are staggered 8
inches (203 mm) or 12 inches (305 mm) on center, and the
rows are spaced a minimum of 1 inch (25.4 mm) apart.
The plates for each row may be of the same size and
material, or common plates may be used for the two rows.
The exterior face of each row is then covered with %-inch-
thick (15.9 mm), Type X gypsum board applied horizontally
or vertically using 6d cement-coated cooler nails at 7
inches (178 mm) on center, with end joints on nailing
members. Fire-blocks, when required, may be of mineral
wool batts, 2 inches (51 mm) thick in the intervening
spaces between the two rows of studs, or '/2-inch-thick
(12.7 mm) gypsum board. Where nominally 2-by-3 studs
are used, they must be stress-graded lumber as set forth in
Tables 4A through 4D of the NDS.
4.2.2.4 One-hour Gypsum Board Floor-ceiling or
Roof-ceiling Assembly with Wood Framing: The ceiling
construction is identical to assembly FC5406 in the
Gypsum Association Fire Resistance Design Manual.
Alternate framing consists of lower chords of trussed
rafters, or pitched or flat trusses spaced a maximum of 24
inches (610 mm) on center. Alternate fasteners, having the
same spacing as the screws, are 1'/8-inch-long (47.6 mm),
6d, cooler, box or wallboard nails for the base ply, and 23/6-
inch-long (60 mm), 8d, cooler box or wallboard nails for
the face ply. Type G screws, 1 i/2 inches (38 mm) long, are
still required at the end joints of the gypsum board face
layer.
4.2.2.5 One-hour Gypsum Board Roof-ceiling
Assembly with Steel Framing: The assembly consists of
steel roof framing with roof purlins spaced and designed to
support a noncombustible ceiling grid to which is attached
double 5/6-inch-thick (15.9 mm), Type X gypsum board.
Cold-rolled steel main runner channels at 4 feet (1219 mm)
on center, with size and hanger support complying with
Section 2506.2.1 of the IBC, are hung from the steel
framing. Number 25 gage, 7/B-inch-deep (22 mm), rigid
cross-furring channels are spaced 24 inches (610 mm) on
center. Furring channels are wire-tied to the runner
channels using loops of No. 16 gage wire. The base layer
of 5/6-inch-thick (15.9 mm), Type X gypsum board is
applied at right angles to the furring channels using 1-inch-
long (25.4 mm), Type S screws spaced at 24 inches (610
mm) on center. The face layer of 5/6-inch-thick (15.9 mm),
Type X gypsum board is applied at right angles to the
furring channels, using 15/6-inch-long (41.3 mm), Type S
screws spaced at 12 inches (305 mm) on center at joints,
driven through the base layer and into the intermediate
furring channels. Face layer joints are offset 24 inches
(610 mm) from the base layer joints. One-and-one-half-
inch-long (38 mm), Type G screws, placed 2 inches (51
mm) from either side of the face layer end joints, are also
installed at 12 inches (305 mm) on center. The addition of
insulation to the assembly is permitted, provided a
minimum plenum space of 10 inches (254 mm) is
maintained between the underside of the insulation and the
gypsum panel.
4.2.2.6 Two-hour Gypsum Board Bearing Wall with
Minimum STC (Sound Transmission Class) 50 Sound
Rating: The construction consists of nominally 2-by-4
wood studs spaced 16 inches (406 mm) on center, faced
ESR-1338 I Most Widely Accepted and Trusted Page 3 of 6
on each side with two layers of 5/5-inch-thick (15.9 mm),
Type X gypsum board. On one side, the gypsum board is
fastened directly to the studs as specified for interior
partitions in Item 14-1.5 of Table 720.1(2) of the IBC; on
the other side, resilient furring channels spaced 24 inches
(610 mm) on center (see Figure 1) are applied horizontally
over the wood studs and are attached using 6d common or
11/4-inch (31.7 mm) wallboard nails or 1-inch-long (25.4
mm), Type W or Type S screws. The 5/5-inch-thick (15.9
mm), Type X gypsum board is applied horizontally and is
attached along longitudinal edges to the furring channels
using 1-inch-long (25.4 mm), Type S screws spaced 12
inches (305 mm) on center. Six-inch-wide (152 mm) strips
of gypsum board are installed behind unsupported vertical
butt joints and are attached at the ends and along the
length of the strips using Type G, 62-inch-long (38 mm)
screws spaced 12 inches (305 mm) on center. A face layer
of 5/e-inch-thick (15.9 mm), Type X gypsum board is
applied with joints staggered from the base layer joints and
secured to the resilient furring channels using 15/a-inch-
long (41.3 mm), Type S screws spaced 12 inches (305
mm) on center. With this partition, a minimum STC rating
of 50 is attained. When desired, glass fiber or mineral wool
insulation may be installed in the stud cavities.
4.2.3 Alternate Fire-resistance-rated Construction:
4.2.3.1 Alternate Suspended Ceiling Construction:
Gypsum board ceilings directly attached to steel framing as
set forth in Table 720.1(3) of the IBC may be suspended
by means of 1'/2-inch (38 mm), cold-rolled steel, main
runner channels, spaced 48 inches (1219 mm) on center,
that are suspended with No. 8, SWG galvanized wire
hangers spaced 48 inches (1219 mm) on center. Furring
channels are placed perpendicular to the cold-rolled steel
main runner channels and are secured thereto using No.
18, SWG galvanized wire ties (double strand); the gypsum
board is then. installed in the manner required for direct
attachment.
4.2.3.2 Alternate Gypsum Board Fasteners: Screws,
either Type W or Type S, depending on the framing
member, may be used in lieu of nails in fire-resistance-
rated assemblies described in this report or described in
Table 720.1(2) and 720.1(3) of the IBC, provided the screw
penetration into the framing member is equivalent to the
nail penetration, the screw spacing is the same as the nail
spacing, and the cross-sectional area of the screws is
equal to that of the specified nails.
4.2.3.3 Joint Treatment: For the fire-resistive
assemblies in this report, taping and finishing of joints and
fasteners is permitted to be omitted in the following cases:
a. Where there is square-edge gypsum board or tongue-
and-groove-edge (V-edge) gypsum backing board or
gypsum sheathing.
b. In single-layer applications on wood-framed
assemblies where joints fall over framing members.
c. On inner layers and outer layers of multiple-layer
wood-framed or steel-framed assemblies, where the
joints of adjacent layers are offset from each other.
4.3 Sound Control Systems:
Generic sound control systems, as listed in the Gypsum
Association Fire Resistance Design Manual, 19th edition,
are recognized for use. Partition systems must be sealed
at perimeter and around cut-outs using beads of
nonhardening caulking compound, except that tape and
joint compound are permitted to be used in lieu of caulking
above the top plate in wood-framed systems. Where carpet
and pad are specified for the IIC sound rating shown in the
manual, the carpet must be a 44-ounce (1492 g/m2) wool
carpet with a 40-ounce (1356 g/mz) hair pad.
Except where otherwise noted in this report, any of the
gypsum boards listed in Section 3.0, of the same size,
thickness, and core type specified, may be used.
4.4 Allowable Partition Heights:
4.4.1 Gypsum Board or Veneer Base: To comply with
Section 1607.13 and Table 1604.3 of the IBC, the
allowable height limits of non-bearing partitions are as
follows:
a. Partitions utilizing No. 25 gage [minimum 0.0179 inch
(0.454 mm) uncoated base-metal thickness] steel
channel studs conforming to ASTM C 645 must have
maximum heights as set forth in a current ICC-ES
evaluation report. Mechanical fastening of intermediate
studs to the track is not required unless this is specified
in the evaluation report.
b. 25/5-inch-thick (67 mm), semi-solid partitions,
constructed of 1/2-inch-thick (12.7 mm) gypsum board
face sheets laminated to each side of 1 /e-by-6-inch
(41.3 mm by 152 mm) laminated gypsum board studs
spaced 2 feet (610 mm) on center, must not exceed 12
feet (3658 mm) in height.
c. Demountable walls consisting of 21/2-inch-deep (63.5
mm), No. 25 gage, channel-shaped studs complying
with ASTM C 645 and spaced 24 inches (610 mm) on
center, must not exceed 102 feet (3505 mm) in height.
Full-length sheets of '/z-inch-thick (12.7 mm) gypsum
board must be installed vertically with edge joints
centered on stud flanges. Edge joints must be covered
with a metal batten strip attached to the studs using f-
inch-long (25.4 mm), Type S screws spaced 12 inches
(305 mm) on center. The gypsum board must be
attached to intermediate studs using an approved
adhesive.
4.4.2 Lath and Plaster: To comply with Section 1607.13
and Table 1604.3 of the IBC, the allowable height limits of
No. 25 gage steel-stud nonbearing partitions are as
follows: The steel studs must comply with Item a of Section
4.4.1 of this report. The allowable heights and sectional
properties of steel stud systems must be as set forth in a
current ICC-ES evaluation report.
4.5 Joint Treatment at Areas to Receive Tile:
Gypsum board joints, including those at all angle
intersections, which are under areas to receive tile or wall
panels, must be treated with joint compound and tape, but
must not be finish-coated. All cut edges and openings
around pipes and fixtures must be treated with an
approved, water-resistant, flexible compound or caulk.
Areas to be tiled that are covered with a joint compound
must be skim-coated with bedding adhesive. The bedding
adhesive for ceramic tile must conform to ANSI A136.1 for
Organic Adhesives for Installation of Ceramic Tile, Type I.
4.6 Exterior Surfaces:
4.6.1 Exterior Ceiling Surfaces:
4.6.1.1 Location: Exterior gypsum soffit board may be
used as a ceiling finish at exterior locations such as
carports, open porches, walkways, soffits and similar
installations that are horizontal or inclined downward away
from the building. Gypsum wallboard is permitted for use
as a ceiling finish at exterior horizontal applications not
exposed to the weather as defined by Section 2502 of the
IBC, or Section R702.3.5 of the IRC.
4.6.1.2 Framing: Maximum spacing of framing members
must be 16 inches (406 mm) on center when supporting
'/Z-inch-thick (12.7 mm) board, and must be 24 inches (610
mm) on center when supporting 5/5-inch-thick (15.9 mm)
ESR-1338 3 Most Widely Accepted and Trusted Page 4 of 6
a
board. Gypsum board applications perpendicular to
framing members must comply with ASTM C 840 (IBC), or
Table R702.3.5 of the IRC.
4.6.1.3 Joints: In ceiling areas having long runs, the
maximum spacing of expansion joints must be 30 feet
(9.144 m). A '/4-inch (6.4 mm) clearance joint is required
between gypsum board and adjacent walls, fascia, beams
or columns. Fascia boards must extend downward past the
ceiling board surface a minimum of 1/4 inch (6.4 mm).
Exterior gypsum soffit board or gypsum wallboard joints
and fastener heads must be provided with joint treatment.
An alternate joint treatment is batten strips.
4.6.1.4 Surface Treatment: The exterior gypsum soffit
board and the gypsum wallboard as allowed by the
applicable code must have one of the following surface
treatments applied at the jobsite:
a. One coat of latex exterior paint applied over an oil-base
primer.
b. Two coats of an oil- or alkyd-based exterior paint.
4.6.2 Exterior Wall Surfaces: Exterior walls must be
prepared in accordance with IBC Section 1404.2, or IRC
Section R703.2 and Table R703.4, as applicable.
4.7 Roof Assembly Application:
The gypsum board must be covered with an approved
underlayment in accordance with IBC Sections 1507.8.
and 1507.9.3, and IRC Sections R905.7.3 and R905.8.3.
4.8 Thermal Barrier:
Regular gypsum board, a minimum of '/2 inch (12.7 mm)
thick, is permitted to be used as a thermal barrier in
accordance with Sections 2603.4 or 2603.5.2 of the IBC or
Section R314.1.2 of the IRC. The gypsum board must be
attached in such a manner that it will remain in place for 15
minutes of fire exposure. For walls constructed of wood
framing, attachment of the gypsum board in accordance
with ASTM C 840 (IBC), or IRC Section R702.3.5, is
permitted. For other construction, attachment of the
gypsum wallboard must comply with a specific ICC-ES
evaluation report, or the method of attachment must be
qualified by testing in accordance with UBC Standard 26-3
(UBC); or FM 4880, UL 1040, NFPA 286 or UL 1715 (IBC
and IRC).
4.10 Shear Walls:
Table 2 shows maximum allowable shear values for
gypsum board shearwalls. Gypsum board must be applied
either horizontally or vertically on nominally 2-by-4 (50 by
102 mm) wood studs. Additionally, Section 2505 of the IBC
is applicable.
5.0 CONDITIONS OF USE
The gypsum board wall and ceiling assemblies and interior
and exterior applications described in this report comply
with, or. are suitable alternatives to what is specified in,
those codes listed in Section 1.0 of this report, subject to
the following conditions:
5.1 Installation must comply with this report, the Gypsum
Association's published installation instructions and
the applicable code. In the event of a conflict between
the Gypsum Association's published installation
instructions and this report, this report governs.
5.2 Partition construction and heights are as set forth in
this report. Indicated stud spacings are maximums.
Stud sizes (depths) and gages are minimums.
5.3 Allowable shear for vertical diaphragms (shearwalls)
must be reduced by 50 percent for dynamic loading
due to earthquake in Seismic Design Category D in
areas adopting the IBC or IRC. In jurisdictions
adopting the IBC or IRC, gypsum board must not be
used to resist seismic forces in structures in Seismic
Design Category E or F.
5.4 Documentation must be submitted to the code official
verifying that the gypsum board products to be
installed comply with the applicable standard noted in
Section 3.0 of this report.
5.5 Calculations and details must be submitted to the
code official for approval of structural-use
applications.
6.0 EVIDENCE SUBMITTED
6.1 Reports of testing in accordance with ASTM E 119.
6.2 Reports of testing in accordance with ASTM E 84
(UBC Standard 7-1).
6.3 Reports of transverse load testing in accordance with
UL 1296.
4.9 Ceiling Diaphragms:
In jurisdictions enforcing the IBC, ceiling diaphragm
construction must be in accordance with IBC Section
2508.5.
In jurisdictions enforcing the IRC, the following
construction is applicable: Allowable shear values for
gypsum board ceiling diaphragms that resist wind or
earthquake forces are set forth in Table 1 of this report.
The ceiling diaphragm is not permitted to laterally support
masonry or concrete walls or permanent lateral loads.
Framing members must be minimum nominally 2-by-6-inch
(50 by 152 mm) members. Values are not cumulative with
other horizontal diaphragms. Perimeter nominally 2-by-6 or
2-by-8 (50 by 152 mm or 50 by 203 mm) blocking must be
installed flat over the top plate, providing a minimum 2-
inch-wide (51 mm) nailing surface for the gypsum board.
Nail edge and end distances are a minimum of 3/e inch (9.5
mm). The diaphragm height-to-length ratio is a maximum
of 2:1, spanning between shear-resisting elements.
Rotation or cantilevered conditions are not permitted.
Continuous gypsum board end joints parallel to framing
members are not permitted.
6.4 Reports of sound transmission testing in accordance
with ASTM E 90 and ASTM E 413.
6.5 Reports of testing in accordance with ASTM C 473.
6.6 Reports of racking shear wall testing in accordance
with ASTM E 72.
7.0 IDENTIFICATION
Gypsum boards must be identified by the manufacturer's
name, the thickness, the brand name and the ASTM
specification. Gypsum board products that have been
evaluated by [CC-ES for compliance with the standards
indicated in Section 3.0 of this report must also be
identified by the ICC-ES report number associated with the
specific product.
Bundles of steel studs must be identified as set forth in a
current ICC-ES evaluation report on the product. Screws
must be identified on the packaging by the name, brand or
trademark of the producer or supplier and the ASTM.
designation.
ESR-1338 ( Most Widely Accepted and Trusted Page 6 of 6
TABLE 1-ALLOWABLE SHEAR FOR GYPSUM BOARD APPLIED TO CEILING
FRAMING IN HORIZONTAL DIAPHRAGMS' (Iblft)
BOARD THICKNESS
MINIMUM FASTENER SIZE"'
FRAME SPACING (in.)'
(in.)
16 o.c.
24 o.c.
'/z
5d cooler or wallboard
90
70
For SI: 1 inch = 25.4 mm, 1 ph = 14.6 N/m.
'The values are not cumulative with other horizontal diaphragm values. Values must be reduced by 50 percent in IBC Seismic categories D, E
and F.
2Nail spacing is a maximum of 7 inches on center at all supports.
'Solid blocking is required at all gypsum board joints.
41'/4-inch, No. 6, Type S or W screws are permitted to be substituted for the listed nails.
TABLE 2-ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES (pounds per foot)
FOR VERTICAL DIAPHRAGMS OF GYPSUM BOARD WOOD-FRAMED WALLS"
BOARD
THICKNESS
(in.)
WALL
CONSTRUCTION
MINIMUM FASTENER SIZE3
MAXIMUM STUD
SPACING (in.)
MAXIMUM
FASTENER SPACING
(in.)
ALLOWABLE
SHEAR VALUE
(pit)
Edges
Field
Unblocked
5d
l
llb
il
d
24
7
7
75
2
coo
er or wa
oar
na
s
4
4
110
'/e
Unblocked
6d cooler or wallboard nails
24
4
4
145
h
Unblocked
No. 6 - 1'/4-inch screws
16
8
12
60
'/2
Blocked4
No. 6 - 1'/4-inch screws
16
4
16
160
'/2
Blocked4
No. 6 - 1'/4-inch screws
16
4
12
155
'/2
Blocked4
No. 6 -1'/4-inch screws
24
8
12
70
'/2
Blocked4
No. 6 - 1'/4-inch screws
16
6
12
90
'/e
Unblocked
No. 6 - 1'/4-inch screws
16
8
12
70
5/e
Blocked4
No. 6 - 1'/4-inch screws
16
8
12
90
For SI: 1 inch = 25.4 mm, 1 plf = 14.6 N/m.
'Shear walls are not permitted to resist loads imposed by masonry or concrete construction. See IBC Section 2306.4. Values are for short-term
loading from wind or seismic forces. Values must be reduced by 25 percent for normal loading. When used in conjunction with the IBC, the
values must be reduced by 50 percent in Seismic Design Category D. Values must not be used in IBC Seismic Design Categories E and F.
2TThe shear values are permitted to be additive when identical materials applied as specified in the table are applied to both sides of the wall.
'Screws must be Type W or Type S drywall screws.
4All board edges must be blocked.
ESR-1338 ( Most Widely Accepted and Trusted Page 6 of 6
g 51r, gap 7»-
"t2` mss- gap .Lj max. gap
aa_.
2-sl8"Ty' Vy ar ^e
'I-S,M3 Type S yma to 2~n oe ~ ~ '11, J+Wt4 stt;d `Sfax!
XVA
5~t3" RYA X gygz6um ward V'rlvyl or -n
strips t8stenad to studs oea3t'a'J jo;nt
1-H!aatr
4.518' Type Veor,5
togerrs or 60 matad
malls 29" 9# a..
&811
77Parr€
14, type xtp-w-ln
k af}512~1FA'f to Ftvl#d$
ZHOur
For SI: 1 inch = 25.4 mm.
SW yPe7 gypsum b::;ard~ vinyl ar nuAa€
smp%tastew.e¢ Vi "s Comml join
1-Hater
IC' maN gap Z max gap
11 vt"<rost st<~n 3t1 51W
L r
or Gal s ip Cgy mJGa ,
~ ~ im1 kYrips It`"a4~?r?d 9~ stlaQS€
2•Ht3tar
FIGURE 1-CONTROL JOINT DETAILS
City of Wheat Ridge
Commercial Sign PERMIT - 060066
PERMIT NO: 060066 ISSUED: 03/01/2006
JOB ADDRESS: 4335 Wadsworth Blvd EXPIRES: 09/01/2007
DESCRIPTION: replace pole sign cabinet
CONTACTS
gc 303/456-0060 Russ Merkley 02-0870 Inter Mountain Signs
owner 303/638-5858 Cricket/ROgerLOecher
PARCEL INFO
ZONE CODE: UA USE: C-1
SUBDIVISION: UA BLOCK/LOT#: 0/
FEE SUMMARY ESTIMATED PROJECT VALUATION: 2,800.00
FEES
Permit Fee 108.30
Plan Review Fee 70.40
Total Valuation .00
Use Tax 50.40 7 $
TOTAL 229.10 Comments:
sign cannot exceed 15' in height and must be setback 10' from property line to
leading edge of sign.
MR 2/23/06
I hereby certify that the se[back distances proposed by this permit application are accurate, and do not violate applicable
ordinances, rules or regulations of the City of Whea[ Ridge or covenants, easements or restrictions of record; that all
measurements shown, and allegations made are accurate; [ha[ I have read and agree to abide by all conditions printed on this
application and that I assume full responsibility for compliance with the Whea[ Ridge Building Code (I.B.C) and all other
oA~rdinances, for work under this pe~it/.P;ans subject to field inspection.
applit~b~eAhea~id//
i /
con[ractor/owner aa[e
1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the
State of Colorado and to the Zoning Regulations and Huilding Codes of wheat Ridge, Colorado or any oGher applicable
ordinances of the City.
2. This permi[ shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the
building au[horized is suspended or abandoned for a period of 180 days.
3. Lf this peimit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no
changes have been or wi11 be made in the original plans and specifications and any suspension or abandonment has not
exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees sha11
be paid Eor a new permit.
9. No work of any manner shall be done that will change the natvral flow of water causing a drainage problem.
5. Contractor shall no[ify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive
written approval on inspection card before proceeding wi[h successive phases of the job.
6. The issuance of a permi[ or the approval of drawings and specifications shall not be construed to be a permit for, nor
an approval of, an violation of [he provisions oE the building codes or any other ordinance, law, rule or regulation.
All plan j; 9r2€subjjt~c Ccf'fi¢L inspections.
Signature of
date
INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855
REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Pleaae Note:
Owner / contractor is rcsponsible for tocating property
lines and conSWeting improvements according to the
approved plan and required devclopment standards.
The City is not responsible fcr 'r.aca:rate information
si:',mitred within the plan s:.: ,2 Iny coostruction
;;s resulting Crom inac~c:~t: ;:;formation.
w EG COMMtinITY DEVELOPMENT DEPARTDIENT Building Permit Number:
Bti1LDING INSPECTION LINE - 303-234-5933 Date:
CITY OF WHEAT RIDCE
~ 7500 V1'EST 29TH AVENUE
c~ , c WHEAT RIDGE, CO 80215 -(303-235-2855)
«nH~ ApPLrcATrbN
Property OwTTer: P-Atk, 'Z-VCrG'2 {-06~'r/£
Properry Address: Lf 3 3 S t-J VA"3) S ~127P P]ione : 36
Contractor License No.: ~j
Company: Tv~ tL~ft ►~lpu~ 4-~ N J
O\S9'ER/COSTRACTOR SIG\ATL'A! OP CN DERS7'A\D15G ASD ACREEMFST
Iherebyacnifv thatthesetbackdistancesproposedbythispermitappliwtionareaccurate,
anddonot violatcapplicableordinances,rulesorregulationsoftheCityofNi'heatRidgeor
co,enanis,easementsorrestrictionsofrecord;thatallmcasurementsshoHm,andallegaiions
made are accurate; thai 1 have read and agrce Io abide by ail conditions printed on this
application and that I assume full responsbiliry for c
this pertnii liance with the NTeat Ridge
I3wlding Codc (U.6.C) and all olher applicabk W at Rid e Ordinances, for work under
lON'kEHNC'01TRACfOR)-SIGtiED DATG
(OWSERHCO'L7RACI'OR)-.PRINTED ipt DATE
DESCRIPTION:
~ GA-L6 ~E ~t S~ 0~ I1
iJNS 4C Phone: 303-0-t(L`0,46
Construction Value: ~cr-F~ ~tjl
Permit Fee:$
Plan Review Fee:$
Use Tax:$
Total:$
60, Q.'C_4 - 9001 h t d3i
ZONING COMMENTS : L
Approval:
Zoaing~j
BUILDINCa COMMENTS:
Approval:
PUOLIC WORI(5 COMMENTS:
Approval:
Occupancy:
~
BUILDII~ E~YPARTD9ENT USE ONLY
SIC:
~ ,U w r
Y " )
v ti
U ~
Walls: Roo(: Stories: Residential Units:
Sq.Fc:
Electrical License No: Plumbing License No: Mechanical License No:
Company: Company: Company:
Espiration Date: Expiration Date: Espiration Date:
Approval: Approval: APProval:
11) lliis pemiit wu issued in aceordance x'ilh the prorisions xn fonh in vour application and is subjen to the Uvs of tM1s Sule ofColondo and 1o the Zoning
Rcgulazimrs and Building Codes of N'hol Ridg4 Colorado or aip oUmr applicable ordinanres of tlm Grv.
This pemui shall ezpireif(A) Ihc xork awhonz<d fs nor comm<nced wiehin sizry(GO) 3rys Gom iuuc dmc or (U) Um building authonzed is suspcnded or
abandon<d for a penod of 120 davs.
If Uiis pemiil czpircs, a nex permii may be aaQuirtd for a ftt ofonchalf thc amoum nomially rcquircd, procid<d no changes hare been or will be nudt
in LM1e ongimi plans and specifintions and any suspension or abandonmrnt hu noi exc<eded one (1) Kar. If changes Lac< been or if wspension or
abandonmem ezceeds one (I) yeu, full (ar shall be paid (or a new pertnlL
(4) \o xork ofany manner shall ba don< Lha will change dhe namnl Oow of wnttt causing a dreinage probkm.
(5) Cono-actor shall noli(y tlm BuiWing lnspeclor twrnry-four (.J) hours in advance for aIl inspecuons and shall rtceice wriuen appro% vl on inspection card
beforc proceeding wiih successire pM1ases of the job.
(6) The issuance ota pemiit or ffie approval otdnwings and specifications shall not be conshued to M a pemiil for, wr an approval of. any ciolaUOn at Ole
pmcisions oI the buiMing codes or any oUi<r ordinanoq law, rule or rcgu6lion.
Chief Building Inspector
Feb' OB 06 03:08p
303-934-6989 p.1
3 -45b - oottio
C~AC:Y\CT
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Fk 3 • q6-5 - 0-71y
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WitEATRa K-~E , Co (6v,14
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FASTSIGNS
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sos422-""
Fax 303Q34-8W
FASrSIGNS.
Sign b Graphic Solutions Made Simp►e.
STOP WORK ORDicr,
YOU ARE HEREBY ORDERF,D TO STOP WORK LOCATED AT
~~~~6u~'~~T~/
BY ORDER OF 1'FIE CII'Y OF WHCAT RIDGE BLILDING DEPARTMENT
FOR THE FOLLOWING REASON(S): ~%~•=~%/~i~
S~cv,e~z~
This ❑otice may be removed ONLYby
THE CITY OF WHEAT R1DGE BUILDINC DEPAJ~TVF;NT !
Date/z'
; (.~:~i/
Building inspector
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STOP WORK OIVDER
YOU ARE HERFBY ORDERED TO STOP WORK LOCATED AT
BY ORDER OF TNE C1I'Y OF WHEA'T RIDGE BUILDINC DEPARTMENT
F'OR THE FOLt,OWING RCASON(S):
This notice may be removed ONLY by
THE CITY OF WHEAT RIUGE BUILDING DEPP^ENT !
Date~~' QZBuilding inspector
~W
7f9 ~~~y'~,'~B"#..n°?S~'r?!ygq$.' ,~~?.3~„ ~'~y''~~+e"'~"'~:..'!r. t y+a {sv*r..$Pm S~ .w~1y~fE::T'iJ"°.a^AN~~.~~FS~"~4'~;'e:k5a'S~3~ .,7~,,.b,Y't"-sSFg~ry~„'"~~Y: r ~ ^ r°a .~'=~..vp~~ .~.,x..:.x,,-'•w'
Building Permit
CTTY OF WHEAT RIDGE
7500 West 29TFI Avenue
Wheatridge, CO 80033
303-235-2855
Comme
Permit Number
~ 19569
12/7/2005
Inspection Line
a303-234•5933
rcial Miscellaneous
PROPERTY 4335 Wadsworth Blvd Unit:
owNER: Roger P. Loecher (801) 597-9575
Description
16'11" wall with 3' opening, no pemut was pulled and tripled fee was assessed.
FEES
Fees Due Paid
Use Tax $27.00 $27.00
Plan Review Fee $45.66 $45.66
Permit Fee $70.25 $70•25 ~~~a0 ,~J>>
Total Fees $142.91 $142.91
I
CONTRACTORS
Name License # Phone
Cilv of Wheat Ritlae PRESCRIPTIVE ENERGY CODE
BOILFRS I FURNACES A MINIMUM OF 90°Jo AFUE
6A8 WATER HEATERS A MINIMUM OF.60 ENERGY fACTCR
ELECTRIC WATER HEATERS A MINIMUM OF.93 ENERGY FRCTCR
IET6ACK THERMOSTAT REQUIRED (EXCEPT HYDRONIC HEAT)
R-21 WALLS • R38 CEWNGS • R-19 CRAWLSPACEi
Units: Occupancy: Walls: Roof: Stories: SqFeet:
I hereby anu, Wet Me Mbatk d4poree pmpoced Ey tNs permk cppliealbn ue aecurate, aod do oo[ vblote applkabk ordinecnce& ruW ur rqubtlor efOe City of
Whut RWp or rovmunte, euemeob or ruMetlons ofrecoN; Nvt all meaeurementa ohowv, vnd LkLOtions mode irc ittvntt; Not I Wve rtW aW aRa m Wide by
WI cavNtlenS priohtl on WY ~pplkat , vnd Nat Ianume tull reeponYbNty lor rnmp0anm wIN the Whea[ RfACe BoiWint CWt N.&CJ avd aY o1M+applkable
ordigpless, forworlcu vNbpermiL. /
„ 7
1 'fh1s permi[ wu IuuW lo attordanee wIN the provbboe an forlh Iv yaur app0eatbo aod b subJ«t m Ne 6ws ofthe SNh ofCobndo mW b 1he Zodnp
ReyWmlone md BuMNC Cotle of Wheat Ridga Colondo m my otner opplinCk ordio+nen of the Ciry.
2 Every permit Wued Ju0 beeome Invdld unku Ne work on the af[e auNOrizetl by meA permil iv ammeneetl wlWio 180 tlrys afla IU lowna, or IfOe aork
authorlutl oo tAe tlu by mch perml[ b mspended or aEmdoned 6r a perbd of I80 Eayo vRw the Woe otwort b mmmeoad.
3 Ifthb pnWtap4p, .oew perMt mry be acquirN (or v fu af oneh2U the unomt oormally rtquUed,proWtled no rLaeLU have bem or Mlbe made 1v Ne
oAp,Lwl pbm aed speelfiratbm md any smpwbo m~bmdomnm[ hn oot ezttedM one (1) year. If oWneu ara wde or itwpendoes w Wwdoenmt
exceeM ooe (1) ye.r, fWl fa. ehdl be Paitl for 2 nnr PerwaIt.
4 N. wark of wnY manoer Yu0 be dooe thtl wiil chao e the namnl Mw otwvter cauelng +dnNa=c problem. b-W S Cootrubr~h~Yno loe orMeory-taur ouoln.dv..etora04upeNOmantls~llreWv<.Mnm~pProwlos 4WeetlaoeardbNOrc
prouediny ~ac Ph tAelo .
6 The I -pp rymi0aalbm vha0 m[ be eomtruW to be . permtl tey oor an ~pprovW of, ~or viohfb. ofNe
u da or • 0 lnanoq Iaw, ruk m ntulatbn.
proW ot We b rn
ChlefBUlWm{ wpeno. SICdVm DA7E
Wednesday, December 07, 2005 Page 1 of 1
COMMUNITY DEVELOPMENT DEPARTMENT oF W"E'^T y BUILDING INSPECTION LINE - 303-234-5933
~ o CITY OF WHEAT RIDGE
~ 7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235•2855)
~LORP ~ "PLICAHQN
OR'IlCI:
Property Address:
Conlractor License No.:
Company:
Building Permit Number:
Date:
/1-07iO7
Phone:~~~~"~~._ys 75~
Phone:
V31U0:$ $-ex~
Permit Fee:$
Plan Review Fee:$
~
TOt31: $
OWNEWCONTRACTOR SIGNANRE OP UNDERSTANDING AND AGREEMENT I Butldina Deat Valuation Figure: $
I hereby certity that the set6ack distances proposed by this permi£appiiratlon are
accurate, and do not vlolate applicable ordfnances, rules or regulaGons of the City oi
W heat Ridge or covanants, easements or restrictions of record; that all measurements
shown, anC allegaUons made are accurate; that I have read and agree to abide 6y all
conditions printed on this appltca8on and that I assume full responsibility for
complfance with the Wheat Ridge Buildtng Code (I.B.C) and all other applicable W heat
Ridge Ordinances, for work under thls permit.9lans subject to field Inspec8on.
(OWNER)(CONTRACTOR):PRINTE~ ~ATE
Use of Space (description):
Description of work:
Sq.Ft.added
!7~ r J.,•id~, ie.,~f-!l r1DVe-`~
Expiration Date: Expiration Date: Expiration Date;
Approval: Approval: Approval:
(1) This permit was issued Inaccordance with the provlsions setforth in your application and Is su6jectto the laws of the State of
Coloredo and to the Zoning Regulations and Building Codes of Wheat Ridge, Coloredo or any other applicable ordinances of
the ciry.
(2) This permlt shall eacpire if (A) tha work authorized ts not commenced within s'ucty (90) days from issue date or (B) the building
authorized is suspended or abandoned for a period of 180 days. -
(3) If thls permit expires, a new permit may be acqulred for a fee of one-half the amount normaily required, provlded no changes
have been orwill5e made in the origlnal pl2ns and spedflcadons and anysuspension or abandonment has not exceeded one
(t)-year. If changes have been orif suspensfon or abandonment exceeds one (1) year, full fees shall be paid for a new permit.
(4) No work of any manner shall be done thatwili change the natural flow of water causing a drefnage problem.
(5) Contractor shall noBTy the Building Inspector twenty-four (24) hours In advance for all inspections and shall recefve written
approval on Inspection card betore proceeding with successive phases of the job.
(6) The Issuance of a permit or the approval of drawings and speciflcations shall not be construed to be a permit for, nor an
approval of, anyvlolatlon ofthe provfsions of the buliding codes or any other ordinance, law, rule orregulation. AII plan review
is subJectto fleld inspectlons.
3
Chief Buildina Official
Electrical License No: Plumbing License No: Mechanical License No:
Company: Company: Company:
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Dimensions for the Sign
DEPARTMENT OF COMMUNITY DEVELOPMENT
7500 WEST 29tn AvENUE BUILDING INSPECTION DIVISION PERMIT N0. M92#18540
237-8944 Ex7. 255 P.O. BOX 638 CITY OF WHEAT RIDGE, COLO.
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RELEIPTED BELOW.
/ hrru~.~+i ivrv rvrt miDUGLLHNCVW YtltMl I
JOBADDRESS Y✓~-3
5 L~~ad Ct;t9Ct ~~'L~
OWNER I' Y'G
M P i% ~Znu r SE
CONTRACTOR
G
I ADDRESS I-- 3 3
~ IS,J CLd S C..t, 6 V'Z11
ADDRESS 717
!//1 n-z~A
IPHONE '7
-02 S(v (D ZIP CODE0'a a a 3
CITY ~
A 0 ~
r ZIP CODE
r%ONTRACT PRICE $
,l 0 O~i . DO
Q
PHONE :P R~ S^
7 Co O P~ UCENSE NO. i e+s-"y 3~
1. TVPE Ground ❑
Woll❑ ProitotinQ❑ O1Mr PC'L S a D Face
SIGNS
r
2. MATERIAL-1~ L F 1~I ~ f- C~ G(-_ _C A Tofal Squan FNt
3. ILLUMINATION Y644 No❑ Typs
Elk
t.
Perm f No.
~
4. SET BACH FROM PROPERTY UNE N_ S40 7 . E '31 c L W Zor~~L14DWoved,ZOne inspeetor
(Spxifywhiehis fron}) ❑ ❑ E] ❑ V DisoOp,wad
~
1. TYPE Solido Mon Than 80% ODSnCl Lesa Thon 80% Opm
2' MATERIAL HeIpM
FENCES
3. SET BACK FROM PROPERTY LINE N_ 5_ E_ W ZaH_ AD7rwed,Zons ImDeeta
(Specify wMieA isfront) ❑ ❑ ❑ ❑ Diaapproved
i.
2
OTHER
3.
DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE,GIVihu DISTANCES FROM PROPERTY LINES.
(SETBACKS OR PROJECTIONS INCLUDED)
S~
S' z* e
avrscl
PoIN
Si~n
S~N
SPECIFY NORTH
SHOW DISTANCES FROM THE MAIN BUILDING TUADJOINING HOUSES, STREETS,AND PROPERIY LINES;ON IRREGULAR LATS, SHOW LEAST
DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE.
APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT
THIS APPLICATION WILL BECOME A PERMtT TO PERFORM THE INDICATED WORK ONLV UPON VALIDATION BY THE BUILDING INSPECTION DIVISION.
PERMIT WILL EXPIRE 60 DAVS FROM DATE OF ISSUANGE !F WORK IS NOT STARTED WITHW TNAT TIME.
ELECTRICAL PERMIT
STATE LICENSE N0.
PLUMBING PERMIT
STATE LICENSE N0.
MECHANICAL PERMIT
ALUMINUMWIREUNDERSIZEBILLEGAL
FLOOR
BSM
IST
2N0
3R0
4TN
N0.
fUE4ChcIsOnoGo3011Prtpone ElseSolar
Np,
WATER CLASET
FORCED AIR - BTU
TEMPORARY METER
WASH BOWL
HOT WATER - BTU
NEW SERVICE AMPS
BATH TUB
STEAM - BTU
CHANGE SERVICE-AMPS
SHOWER
AIR CONDITIONING -8TU
LIGHTING
SINK
OTHER
HEATING
GARBAGE DISF
REFRIGERATION SYSTEM
POWER SUB-CIFCUITS
WATER HEATER
Retri sront Group
UTILITY(RANGE,DISPOSER,ETC.)
AUTO. WASHER
Poundt CMr s
FI%TURES
DISH WASHER
AUTOMATIC SPRINNLER SYSTEM
WIRING MOTORS 8 CONTROLS
fL00R DRAIN
ELEVATOR
516NS
URINAL
TRANSFORMERS 9 RECTFIERS
SEWERS
ADOITION TO OLD WORK
OTHER
MOTORS OVER I HP
TOTAI. FIXTURES
REMARHS D, a c,.,Jc L T Po Ie cn 11 1
. u l
I • n 1 I / ~ / _ I ..L • . .
acknowladQe that tnie applica-
I Mreb
PERMIT FEE
y
tion it eorrect ond understand ihaf I
USE TAX
a. "7
li-
til thi
o
fhi
t
un
a
pp
s projec
oonnot start
wtion is aDProved. I shall comply with
d t
d
C
TOTAL FEE
6) -7
$ . ~
o on
olora
o
ths lows of Ihe State of
ihe Zoninp Repulationa ond Buildinq
AP~
at Rid
e
An
Cif
f Wh
ffh
'
q
.
y
y o
e
e
Code o
violation of Me above terme will cauee
CHIEF BUILDIN
NSPECTOR,City of Wheat Ridqe
immediate revocation of ihis Oermil.
Date Issued~
~oV~~eanb 9io~^lu~~
~s /6(
CAL1237-8944 EXT.255
24 HOURS IN ADVANCE
FORINSPECTIONS
STREET NAMEf I ) Ct A S U) R) r!]
DEPARTMENT OF COMMUNITY DEVEIAPMENT
7500 wES7 29tn AvENUE BUILDING INSPECTION DIVISION PERMIT NO.r1E92#5108
237-8944 EXT. 255 P.O. aox sse CITY OF WHEAT RIDGE, COLO.
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BEL'JW.
, J APPLICATION FOR MISCELLANEOUS PERMIT
JOB ADDRESS ~ 3T S W.~✓~ S JD (L? Ik I OWNER L `i2' r`
CONTRACTOR EL_r-_ c7i2\CILS ADORESS~-3 K'n S-i_io s-?t'F
ADDRESS 11C- 1 A uozA M A Q4 PHONE 4DLI - 9-1' -3 V ZIP CODE Eb L'.3~
CITV L-/r-+ef-(.j-)cn ZIP CODE 832 111- ~=ONTRACT PRICE $?~_-L[hU
PHONE 9(o 1 - SD.- 51-- UCENSE NO. '3I -1. R
1. TYPE Ground❑ W0111=1 Proisctinp❑
2. MATERIAL w ~
SIGNS 3. ILLUMINATION Yn No❑ 7ypaFc" -2F16c2,-, 73?cK l-(f
4. SET BACK fROM PROPERTV IINE N-
-_y__ ._r~-.
.
. ' _ _ 1 '-3.
74
INSPECTION TICKET
Lost Thon 80% Open
S_ E_ W 2me_ Apqoved,Zone ImDeeta
JOB
ADDRESS Y.5 3 S ~Ce~d4+U~e,r~'k- ❑ ❑ --0L__
PERMIT FEE
3
DATE: BLDG. PERMIT# /'EV/'S(j JOB /
ADDRESS LY ~
PERMIT# iERSTRUCTURE,
PROPERTY LME
BLDG. CONTR.
DATE: BLDG. PERMIT# SUBCONTRACTOR
DATE INSP. REQ. la -"td
TYPE OF INSP.
INSPECTION MADE
REMARKS 4
r[.--
j W.R.FORM E79
01hor S or O Faa-
Totai Spuon Fnt
EAtt. Pamif No.
Zone_ Approvad,ZOne lncpettw
PERMIT#
BLDG. CONTR.
SUBCONTRACTOR
/l!<
DATE INSP. REQ.~O
PROPERTY LME
TYPE OF INSR
IOUSES,STREET: INSPECTION MADE
tAGE DISTANCE.
REMARKS C.UU~lX 6,hJ/ C3-
91NG; ELECTRI
IE INDICATED W( 1(n/ ~i , N.
OF ISSUANCE !
PLUMBING PE 7
STATE LICENSE N0. ;j I 1g
STATE LICEN
SE N0.
w~runm aia ~
ALUMINUM WIRE UNDERS12E 8 ILLEGAL
FLOOR
BSM
IS7 Sdar
Np,
WATER CLASET
TEMPORARY METER
WASH BOWL
NEW SERVICE AMPS
CHANGE SERVICE-AMPS
BATH TUB
SHOWER
AIR CONDITIONING-BN
LIGHTIN6
SINK
OTHER
HEATING
GARBAGE DISF
REFRI(iERATpN SYSTEM
POWER SUB-CIFCUITS
UTILITY(RANGE,DiSPOSER,ETC)
FI%TURES
WATER HEATER
AUTO. WASHER
DISH WASHER
Refri sranf fxoup
Pwnd~ CMr •
AUTOMATIL SPRINKIER SYSTEM
WIRING MOTORS 6 CONTROLS
FLOOH DRAIN
ELEVATOR
SIGNS
URINAL
TRANSFORMERS 9 RECTFIERS
SEWERS
ADDITION TO OLD WORK
OTHER
MOTORS OVER I HP
TOTAL FIXTURES
REMARNS ~ L<= -L= 17-
1 hereby acknowladpe thot this aDGlica-
lion w Correct and underatand thof 1
eonnor srart tnie proieet until tnia opv6-
cotion is oDOrovaA. I sholl com0ly with
the laws of fhe Slote of Colorodo and to
ths toninp Requtations and Buildinp
Lode of the City ai Wheat Ridpe. Any
viololion of the abovs terma will cause
immadiate rsvocation of thia permit
USE TAX
INSPECTION TICKET
~
I TOTAL FEE /I f I$ / c-(. UQ I
CHIEF BUILDING
,Cityof Wheat Ridqe
Date Issued ~ a ^ 2
VOT VALID UNLE55 RECEIPTED
LF ``YJ67 F~
> a-
~k t1 QC d
CALL 237-8944 EXT. 255
24 HOURS IN ADVANCE
FORINSPECTIONS
AOOlicaM, 8italere
DEPARTMENT OF COMMUNITY DEVELAPMENT
7500 WEST 29tn AVENUE BUILDING INSPECTION DIVISION PERMIT N0. M92#18450
237-6944 EXT. 255 P.O. Box 63e CITY OF WHEAT RIDGE, COLO.
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEf BUILDING INSPECTOR AND RECEIPTED BELOW.
. APPLICATION FOR MISCELLANEOUS PERMIT , n A
JOB ADDRESS ~
CONTRACTOR -Id~$ 4
ADDfiESS
CITY~ ZIP CODE
PHONEp a~AS '76, 0C7 LICENSENO.
OWNER
PHONE---,7? S Co G ZIP CODE 602"Z
CONTRACT PRICE $ oZ 700 1. 7YPE Groun ❑ n~ p WaIIQQ ProiectinpU Otner SaOFees~2
2. MATERIAL ad t KY PZ(!;a"1
~s \
AA
Total Spuare Faat
SIGNS
3. ILLUMiNATION YesEl No❑
Typs
%
Eleet. Pvmif No.
4 SET BACK FROM PROPERTY LINE N
_
5~q_
E/l19 W
Zone_
ADDrovsd, 2one Inapeeta
(SDaeifywAichiafroni)
❑
ZI
❑
Diaopprovad
1. 7YPE Solid❑ More Thon 80% ODenO
Lest Than BO% Open
MATERIAL
He'0h1
FENCES
3. SET BACK FROM PROPERTY LINE N
_
5_
E_ W
Zme_
ADWwW,Zons ImOeeta
(Soecitv which ia fronU
❑
❑
❑ ❑
_
daapproved
I.
OTHER 2
13.
DRAW SKETCH OR SHOW BELOW,THE FENCE, SIGN, OR OTHER STRUCTURE,GIVIh'u DISTANCES FROM PROPERTY LINES.
(SETBACKS OR PROJECTIONS INCLUDEA)
REAR PROPERTV LINE
Y
~ D
a ~
N jo ~N
4 ~ J r
FRONT PROPERTY LINE
~
SPECIFV NORTH
STREET NAME tO °(A S W~ U h7t'h
SHOW OISTANCES FROM T!ff M41N BUILDING TOADJOINING HOUSES, STREETS, AND PROPERTY LINES;ON IRREGULAR LATS, SHOW LEAST
DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVEHAGE DISTANCE.
v
APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT
THIS APPLICATION WILI BECOME A PERMfT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BV THE BUILDING INSPECTION DINSION.
. rvwoc cn nevc vanu ffATf OF ISSIIANCE !F WORK IS NOT STARTED WITHtlJ THAT TIME
ELECTRICAL PERMIT
LUMBING PERMIT
MECHANICAL PERMIT
STATE LICENSE N0.
ATE UCENSE N0.
ALUM
INUAA WIRE UNDERSIZE B ILLEGAL
BSM
IST
2ND
3RD
4TH
NQ
FUEL:Ckw
oU ~ EIeeSdar
~ ~p'
~
~
CLASET
T
9
A
ORCED
TEMPORARY METER
BOWI
HOT WATER - BTU
NEW SERVICE AMPS
TUB
STEAM - BTU
CHANGE SERVICE-AMPS
ER
AIR CONDITIONING-BTU
LIGHTING
i
m
OTHER
HEATING
AGE DISF
REFRIGERATqN SVSTEM
POWER SUB-CIRCUITS
R HEATEii
Retri arant Woup
UTILITY(RANGE,DISPOSER,ETC)
. WASHER
Pounds thor e
ASHER
AUTOMATIC SPRINKLER SYSTEM
FI%TURES
WIRING MOTORS 9 CONTROLS
DRAIN
ELEVATOR
SIGNS
I
TRANSFORMERS 8 RECTFIERS
RS
ADDITION TO OLD WORK
R
MOTORS OVER I HP
TOTAL FIXTURES
.
,
-z r _
-tn /f+t HusrN.
y acknowlsdpe thot thia aDP icu- PERMIT FEE ~
1 nsreb
tion u eorroat ond undarstand that I USE TAX
connof stort this projecf until thia opDli- G /
eation is approved. I shall tomply witn TOTAL FEE $ p ei ~t(l
tAs lows oi tha State of Colorado and to
the Zoninp Requlations and Buildinq APPROVED
Code of the City ot Wheat Ridpe. Any DISAPPROVED
violalion of tne above terma will cause CHIEF BUILDING~I SPECTOR,City of Wheot Ridqe
imm i te ~evowtof t~ia permit.
` G Dafe Issued :5' g 2
•OO~~eant• siana~u~.
NOT VALID UNLESS
e'& CiI/_P
CALL 237-8944 EXT. 255
24 HOURS IN ADVANCE
FORINSPECTIONS
, DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDIMG IMSPECTION DIVISION - 235-2855
CtTY OF WHEAT RIDGE
7500 V1E3T 29TH AVENUE
WHEAT RIDGE, CO 80215
Building Permit Number : 2868
Date : 4/5/96
Property Owner :
Property Address : 4335 WADSWORTH BLVD
Contractor License No. :
Comaa+y :
Phone : 431-7973
Phone :
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT. ConBhuctlon ValUe
I hereby certiy that ths sstbadc dkGvioes VroPwsd bY this PertnR a~lkation are aaunte, Pertnlt Fe8
and do nol va1Ws appYcrbb ordinanoes, rubs w repuladons of lhs Cqy of Wheat Ridpe or
covenaMs, easertbnb or rcsy"oro o/ rooae; tMt aN msnurwnsMS ahown, and aIuyatlons Plan Review Fee
~made arc accurNW dW I havsrsad wd to abide atl conditbna Med on thb
; aPwicana,, ana Mae i.ssuffm ruN ror cam °wan n,e YWhost raaoe eauamg use rax
Code (U.B.C.) and aq other appNcabM ord , tor work undsr Mis pertnit.
(OWNER)(CONTRACTOR) SIGNED l/~ ^°.TE 'f" i-l~ TOtBI
Description : 4' X 8' SIGN ON WEST SIDE OF WADSWORTH
$400.00
$15.00
$0.00
$10.00
$25.00
BUILDING DEPARTMENT USE ONLY
Approval:
Zoning :
MProval:
Approval :
Occupancy : Walis
SM 41fr/86 C4 4'X 6' SICaN PLACED ON EXISTING 4' X 6" POLE -
TOTAL HEIGHT 8' 6"
Roof : Stories : Residential Units :
Elecficai License No : Plumbing License No : Mechanical License No :
Company : Company : CofftpanY :
Expiration Date :
Approval :
0
rnuveft wesMwaamw
(2) m~ 00
~awo w.. par+oa a+
(3) If tlds Mmdt ezWfM, e MYj
(5)
(8)
Expiratlon Date : 6cpiratbn Date :
Approval : Approval :
s m
aRi°~'• c°` aa~a«~on~~ap°pp9d~w~.~a~°.°~ """am. ~acaa,ao.mam.zo~u
utlq~iid N not cambriaE w11Nn W~Ay (EO) Asye hom Wu0 dNe a(B).Ihs WYdnY wutliatred b etqpwdeA or
be pq*W tor a Ne d aislun tlis unount noimaRY roquYad, A chanpw ~ra a a wpe~mWn or~i~~er~it
V~ Of 6IIY~NIOIIIMM hMrotNf0!!d!0 OM (1)yMf•
W(14) (IWIa InldvBnC! fM BM ~n600Opq iiW lIIBN roONY! WIIIOM WWMVd Ofl Mpldbn Cifd bd010
uM ~pedkaYane ahad not be oonfhued b 6s e peimil far. nor an Mrpoval M, anY vbhtlan dIM provlebnM
Of ~pWt11011.
J THIS PERMR VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING JN8PECTOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
~
~
_
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number :
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date :
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Property Owner : Gieorge Cxyw ~
Property Address : '-1335 W~.~swor~ Phone : "t 3! - 7 -2 3
Contractor License No. :
Company:A,_,'TomoTive 77~~s»~iss~cn ~c+r-~a~~sT Phone:431-'7 57"3
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate,
and do not violate appliwble ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easaments or restrictions of record: that all measurements shown. and allegafions
made are accurete; that 1 have read and agree to abide Dy all conditions printeA on this
application, and that I assume full responsibility (or compliance with the Wheat Ridge Building
Code (U.B.C.) and all other appliwble Wheat fiidge ordinances, for work under this pertnit.
(OWNER)(CONTRACTOR) SIGNED I ~ e- DATE y-'~' -~f 6
Construction Value : 4-I Dv
Permit Fee :
Use Tax:
Total :
+.~esT
Sn o~~ T6-2 ~ S~Je ~nJuJs~••orT~ -I.e.t~.ncQ Lo^sT~Tio.,-
Description: ZI`Y 6 , S,
~ ~
Approval: day,,_ 41,5A (e
Zoning : C ~
eTflWlri
Approval:
Plqbli5IW- G3~hlents;!
Approval :
Occupancy : Walls
BUILDING DEPARTMENT USE ONLY 41 ii
-'(o QoI.E
~iFiLK~ o1j wCti *6nJ6t~-
L~'T~TL1r k~F1l~T}-}7
Roof : Stories : Residential Units :
Electrical License No :
Company :
Expiration Date :
Approval :
~ rPlans Re'qulred_;
Plumbing License No :
Company :
Mechanical License No :
Company :
Expiration Date :
Approval:
M; ; Pians_ Required
Expiration Date :
Approval:
!N rP,IShs-RBqyl_
(7) This permd was IssueO in accordance with the provisions set forth in yopur apphcaUOn anC is SuGject to the laws ot the SWIe of Colorado antl to the Zoning
Regulalions anC Buil0in9 Cotle of Wlieat RiCge, Coloratlo or any olher appBrable ortlinances ol the Ciry.
(2) This permlt shall ecpire il (A) the work authonzed is not commencetl within si:ty (60) days from issue tlale or (B) the building authonzetl is su5pentleC or
abandonetl tar a perio0 of 120 Cays.
(7) I( lhis permit exOhes, a new permit may Oe acquireA lor a lee o1 one-nalt the artrount normally repuired, provi4e0 no changes nave Oeen or will De made in the
original plans antl specificatiom and any suspension or abandonmenl has not ezceeOeE one (1) year. If Uanges are maEe or il suspension or a0antlonment
ez6ee0s ane (7) year, lull fees shall be paitl lor a new, permit.
(4) No work of any manner shall Oe done that will chan9e the naNrel flow of water causmg a tlramage pro0lem.
(5) Contractor shall nolily the Building Inspector Iwenry-four (24) hours in atlvance lor all inspecnons anE shall receive writlen approval on inspectlon car0 belore
proceetliing with successive phases o( the job.
(fi) The issuance of a permit or the approval ol Erawings antl specifcations shall not De consirued to be a permit for, nor an approval of, any violaUOn ol the provisions
of the building wtles or any other ortlinance, law, mle or regulation.
Chief Building Inspector
For Mayor
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION