HomeMy WebLinkAbout1802 Washington Ave 17-1501; WINDOW REPLACEMENTV' /
r
MAY320V CITY
OF SANFORD BUILDING &
FIRE PREVENTION PERMIT
APPLICATION Application
No: i 0 Documented
Construction Value: $ Z -85 Job
Address: \202 _ AVE Historic District: Yes No Parcel
ID: '2j\ - \q - '6\- 'SCYA - Q\q1D Residential [A Commercial Type
of Work: New Addition Alteration Repair Demo Change of Use Move Description
of Work: , VF>Ct STD tJ sue-, u > kt Z cya) Plan
Review Contact Person: Title: E25plTn 67' Phone:'
1-7 S Fax: E ail: Property
Owner Informa lon Name
C L Street:
City,
State Zip:`E J*RO2t> k 1_ 32-] 1 Phone:
Resident
of property? Contractor
Information n.
Name \ (L QS Street., —
7X —1 1 City,
State Zip: 1 1 1 3' Phone:
40'- Z32- Fn$s7 Fax:
State
License No.: ArchitectlEngineer
Information Name:
V-NA Phone: Street:
City,
St, Zip: Bonding
Company: J Address:
Fax:
E-
mail: Mortgage
Lender: -44 Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. / FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5`h Edition (2014) Florida Building Code /V Revised:
June 30, 2015 Permit Application /3, \
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction Md zoning.
Signature of Owner/Agent Date Signature of Contractor/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Print Contractor/Agen ' Name
QL
Signature of N to - t e of Flt
Contractor/Agent is
Produced ID
I
fir, u„n r &
yG 3 •'• r
emb'.' F'j%
ft Dated o
kF er m T _
q • e 3 y y
6d1hru
zz
d,11II1111ti
ersonally Known to Me or
Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps.
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
of Heads
UTILITIES:
FIRE:
COMMENTS:
aeP1 ts -
Flood Zone:
of Stories:
Plumbing - # of Fixtures.
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: SF 1-?
Revised: June 30, 2015 Permit Application
SCPA Parcel View: 31-19-31-504-0300-0190
Praperty Record Card
Parcel: 31-19-31-504-0300-0190
Owner: BROOKS WILLIAM L SR & BROOKS WILLIAM L JR
Property Address: 1802 WASHINGTON ST SANFORD, FL 32771-3905
Value Summary
2017 Working 2016 Certified
Values Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value` 29,269 28 036
Depreciated EXFT Value
Land Value (Market) 10,416 10 416
Land Value Ag
Just/Market dalue `" 39,685 38,452
i Portability Adj___._.__
Save Our Homes Adj 2,550 2,081
Amendment 1 Ad1
p..
P&G Adj 0 0
Assessed Value 37,135 36,371
Tax Amount without SOH: $270.00
2016 Tax Bill Amount $228.00
Tax Estimator
Save Our Homes Savings: $42.00
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 19 (LESS N 8 FT) & N 16
FT OF LOT 20 BLK 3
BEL-AIR
PB 3 PG 79 & 79A
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 37,135 ' 25 000 12,135
s Schools 37,135 25,000 12,135
City Sanford 37,135 ' 25,000 12,135
j SJWM(Saint Johns Water Management) 37,135 25 000 12,135
County Bonds 37,135 25 000 12,135
i Sales
L .,-,.._ _._.. . __ .__.
Description Date E Book Page Amount Qualified Vac/Imp
QUITCLAIM DEED 11/1/2006 06122 04:30 37,400 No Improved
WARRANTY DEED 6/1/1983 01470 0387 36 900 ;Yes Improved
WARRANTY DEED
I............. ... .........._ ...
7/1/1982 01408
t ........ ......... __ - .. .. ......
10232 24,500 Yes Improved
Find Combs ` ble Sale=
j
Land
Method Frontage
i
Depth Units Units Price Land Value
FRONT FOOT & DEPTH i 64.00 125.00 0 175 00 10,416
Building Information
F._._------ ....... ..................... ____ . .._.___-_. .... ....... ._-.............
Is Bed/Bath count incorrect? Click Here.
Description I Year Built Fixtures Bed i Bath ;Base Area Total SF iving SF i Ext Wall Adj Value Repl Value Appendages
http://parcel detail.scpafl.org/Parcel Detai I lnfo.aspx?PID=31193150403000190 1 /2
aalru _ces aacr ear r.s,a_:.ti „r,;.—w;
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NOTICE TO CUS OMER PRICE CALCULATIONS: in order to property perform the, installation of certain Goats, the Contract Price may include moreGoodsthanactuallywillbeinstalledbasedonthemeasuredsquarefootageoftheProjectArea. As a result fhD parties agree that the lump -sum PriceslatedinthisContractiscalculatedufxintwfhthevaleai: of estimated Goads required to fulfill the Contract (including waste), which may exceed the actualsquarefcxatageoftheProjectArea. and the labor which may be estimated based on the amount of Goods required to fulfill the Contract (including waste). By sir niny this Contract below, Customer acknovAedge s receipt of this notice and agrees and understands that the Price includes these costs which m, ynotherefundedoncefileInstallationService,,; are performed,
NOTICE TO CUSTOMER: federal law requires Lowe's to provide you wtth the -
pamphlet RanovatO RFghl. By signing this Contract, Customer acknowledges -
having received a copy of this pamphlet before work began informing Customor Contract Total
11 Softhepotentialriskoftheloadhazardexposurefromrenovationactivitobe1StY 'applicable taxes loci edperfomiedinCustomer's dwelling unit.. I
NOTE: If rotted wood is discovered duringinstallation additional charges if You will be ' en a quote and a change ordermustbecompletedandsignedbythecustomerforanyadditionalchargs. Customer mu ,
uo `
Any work at inalersal not (IAny ., na; intPudm:1 in this centred. Any Cringes ur ad lit).as w tie it. in dironal ch, M e for the maten
I NOTICE TO OWNER: - ACCORDING TO FLORIDAI CONSTRUC-I EN LAW (SECTIONS 713.001-713 37, FLORIDASTATUTES, THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN
FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY, THIS CLAIM IS KNOWN AS ACONSTRUCTIONLIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS,
SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR
PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR -
CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY, THIS MEANS IF A LIEN IS FILED YOUR
PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR
CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE
IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A
i WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER."
FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY,
PHOTO RELEASE: Customar grams to Lowe's and Lowe's employees and independent contractors the right to tako photographs of the Premises where
nIa ollnUon Sr rvi„es will brit pertonned and all work performed at the Premises, relined to this Contract, ,Ind irrevocably grants to Lowe's all fight, title andinterestinandtothephotographsforuseinallmarket: and media, worldwide, in fxtrpftuily. Customer authorizes Lowe's to Copyright, use and publish tine
photogrtiphs in pint anwor electronic illy, and agrees tha Lowe's may use such photographs for any lawful pun incl ing, but not limited to, marketing, advertising, publicity, iflu;tration tr alnuig and Wet) content, L By initialing here, Customer ulrees a7 the for olne9 _ lCustomor to initial to the left].
Work Is.,tp mmence upon reasonable availability of Contractor and/or any special Ord r or customer made Good(s) which is anticipated to bej44tt?.—[ 1__ {fill in date]. Estimated completion date is Li J tJ [fill in date),
a:d e sti oleo substantial completion date is none( tt essence- A. statement of any contingc s that would materially change ,.a`id estimated substantialcompletliondateisasfollows: _ _
is Fl
ii l y w L'd
if applicable, insert a statement of such contingencies).
This Contract provides that all claims by Customer or Lowo's will be resolved by BINDING ARBITRATION. Customer and Lowe's GIVE UP THE RIGHT
TO GO TO COURT to enforce this Contract (EXCEPT for matters that may betaken to SMALL CLAIMS COURT). Lowe's and Customer's rights will be
determined by a NEUTRAL ARBITRATOR and NOT a judge or jury. Lowe's and Customer are entitled to a FAIR HEARING. But the arbitration
procedures are SIMPLER AND MORE LIMITED THAN RULES APPLICABLE IN Cnt1RT Arhhrafnr
are SUDtect to VERY LIMITED REVIEW BY A COURT. FOR MORE DETAILS: Review the section titled ARBITRATION AGREEMENT, WAIVER OF JURYTRIALANDWAIVEROFCLASSACTIONADJUDICATIONfoundintheTermsandConditionsofthisContract
DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS CONTAINED ON ALL
PAGES OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND
AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON ALL PAGES OF THIS CONTRACT. YOU ARE ENTITLED TO A
COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE.
WITNESS OUR HAND(S) AND SEAL(S) BELOW THIS + _. DAY OF
Lowe's Home Centers, LLC
Z
4
Owner
1
Lowe's Auttao zed R esenfative ~ Co-e'tvner or Witness
Customer acknowledges receipt of a true copy of this contract which was completely filled in prior to Customer's execution hereof. You. thn huvnr
SEMINOLE COUNTY MULTI JURISDICTIONAL
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: S -1IL- 1
I hereby name and appoint: _ A.u<e-ja
an agent of: _ramWFE i 4 HIE
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to thisappointmentfor (check only one option):
0 All permits and applications submitted by this contractor.
Or
The specific permit and application for work located at:
1 S U2 l U A--, C—N
Street Address)
Expiration Date for This Limited Power of Attorney: 1X \T License
Holder State
License N Signature
of Lic STATE
OF FLORIDA COUNTY
OF SEMIMOLE The
foregoing instrument was acknowledged before me this 12- day of Mitb . 20
t'J , by P>:,e A p&V pwho is L-personally known to me or who
has produced and
who did (did not) take an oath. Signature
of Notary o•"•••••
ANGELA DAVIDSON PCB'•. Notary
Public - State of Florida Commission #
GG 02 7708 MCY.
9i 1(? Aug 15, 2020 Bonded
througli National Notary Assn. as
identification Avkof-
iA Davidson Pri
t or type Notary name Notary
Public - State of F L Commission
No. GCG 021" 10$ My
Commission Expires: _ O--I t 5/2,02a
RECORD COPY
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Florida Building Code Online Page 1 of 6
BCIS Home Log In i User Registration Hot Topics ',, Submit Surcharge Stats & Facts Publications ( FBC Staff ( BCIS Site Map Links Search
Fonda
j " Product Approval
n,i 1 :USER: Public User1
3 s Fxrawlr s'
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL11834-R11
Application Type Revision
Code Version 2014
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
QA has been called in to question for product 5,6,9,12 and 15.
09/27/16
E'
Atrium Companies Inc.
300 Welcome Center Blvd.
Welcome, NC 27374
336) 731-9550
tbatten@atriumwindows.com
Thomas Batten
tbatten@atriumwindows.com
Tommy Smith
300 Welcome Center Blvd.
Welcome, NC 27374
336) 764-6400
tommy.smith@atrium.com
Windows
Single Hung
Certification Mark or Listing
American Architectural Manufacturers Association
American Architectural Manufacturers Association
Standard
AAMA 450
AAMA 506
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA 101/I.S.2/A440
ASTM E1886
ASTM E1996
Year
2010
2008
2005
2008
2005
2006
http://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEV XQwtDqub%2fm2eroZ... 5/24/2017
Florida Building Code Online Page 2 of 6
Product Approval Method Method 1 Option A
Date Submitted 09/28/2015
Date Validated 11/05/2015
Date Pending FBC Approval
Date Approved 11/08/2015
Summary of Products
FL # Model, Number or Name
11834.1 120 Vinyl Single Hung
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: All frame and sash components are fabricated from
extruded vinyl (PVC).
Description
H-R30 48 x 96 (Std.), H-1140 48 x 96 (HP), H-R35 48 x 84
Std.), H-R45 48 x 84 (HP), H-R45 48x72 (Std.), H-R50
48x72 (HP)
Certification Agency Certificate
FL11834 R11 C CAC ADW-01 120 SH (1W1) H-R30 48x96
AAMA APC C6696.01-801-47.0
FL11834 R11 C CAC ADW-01 120 SH (1W1) H-R35 48x84
AAMA APC C6696.01-801-47.pdf
FL11834 R11 C CAC ADW-01 120 SH (1W1) H-R45 48x72
AAMA APC C6696.01-801-47.odf
FL11834 R11 C CAC ADW-01 120 SH RW1) H-R50 48x72
50 Sash AAMA APC C6696.01-801-47.1)df
FL11834 R11 C CAC ADW-01 120 SH HP (1H1) H-R40
48x96 AAMA APC C6696.01-801-47.odf
FLi1834 R11 C CAC ADW-01 120 SH HP (1H1) H-R45
48x84 50 Sash AAMA APC C6696.01-801-47.1)df
Quality Assurance Contract Expiration Date
05/10/2017
Installation Instructions
FL11834 R11 II ADW-01 120 SH Installation - Fin.pdf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11834.2 120 Vinyl Single Hung, CHS Twin H-R30 96 x 84 Twin (Std), H-R40 96 x 84 Twin (HP, H-R45
and Triple 96 x 72 Twin (Std), H-R40 108 x 84 Triple (Std), H-R45 108
x 72 Triple (HP), H-R50 108 x 72 Triple (HP Sash)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11834 R11 C CAC ADW-01 120 SH CHS Triple (1H3)
H-R50 108x72 AAMA APC C6710.01-801-47.pdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No FL11834 R11 C CAC ADW-01 120 SH CHS Triple (1W3)
H-R40 108x84 AAMA APC C6710.01-801-47.odfDesignPressure: N/A
Other: Twin and Triple Windows with continuous head and FL11834 R11 C CAC ADW-01 120 SH CHS Triple (1W3)
H-R45 108x72 AAMA APC C6710.01-801-47.pdfsill. All frame and sash components are fabricated from
extruded vinyl (PVC). FL11834 R11 C CAC ADW-01 120 SH CHS Twin (1H2)
H-R40 96x84 AAMA APC C6695.01-801-47.0
FL11834 R11 C CAC ADW-01 120 SH CHS Twin (1W2)
H-R30 96x84 AAMA APC C6695.01-801-47.pdf
FL11834 R11 C CAC ADW-01 120 SH CHS Twin (1W2)
H-R45 96x72 AAMA APC C6695.01-801-47.pdf
Quality Assurance Contract Expiration Date
05/07/2017
Installation Instructions
FL11834 R11 II ADW-01 120 SH Installation - CHS Fin.pdf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11834.3 1 120 Vinyl Single Hung, Mulled
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: All frame and sash components are fabricated from
extruded vinyl (PVC).
LC-PG50*-1219x2756 (48x109)-H PW/SH, LC-
PG50*-1842x2756 (73x109)-H PW/Twin SH, R-PG40-
2451x2134 (97x84)-H Twin, LC-PG50*-2769x1956 (109x77)
H Triple
Certification Agency Certificate
FL11834 R11 C CAC ADW-01 120 130 SH Stack H-LC50
48x109 Fin AAMA APC D5171.01-801-47.pdf
FL11834 R11 C CAC ADW-01 120 130 SH Triple H-LC50
109x77 Fin AAMA APC D5170.01-801-47.pdf
FL11834 R11 C CAC ADW-01 120 130 SH Twin H-LC40
97x84 Fin AAMA APC D5168.01-801-47.0f
FL11834 R11 C CAC ADW-01 120 130 SH Twin Stack
H-LC50 73x109 Fin AAMA APC D5171.01-801-47.i)df
Quality Assurance Contract Expiration Date
05/10/2017
Installation Instructions
FL11834 R11 II ADW-01 120 SH Installation - Mulled.0
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZ... 5/24/2017
Florida Building Code Online Page 3 of 6
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11834.4 130 Single Hung, Fin and Flange, LC-PG50-1346x1956 (53x77)-H, LC-PG50*-1219x2756
Single and Mulled (48x109)-H PW/SH, LC-PG50*-1842x2756 (73x109)-H
PW/Twin SH, LC-PG50*-2769x1956 (109x77)-H Triple SH,
R-PG40-2451x2134 (97x84)-H Twin SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: All frame and sash components are fabricated from
extruded vinyl (PVC).
Certification Agency Certificate
FL11834 R11 C CAC ADW-01 130 SH H-LC50 53x77 Fin
AAMA APC D5167.01-801-47.pdf
FL11834 R11 C CAC ADW-01 130 SH H-LC50 53x77
Finless AAMA APC D5167.01-801-47.0
FL11834 R11 C CAC ADW-01 130 SH Stack H-LC50
48x109 Fin AAMA APC D5171.01-801-47.0f
FL11834 R11 C CAC ADW-01 130 SH Stack H-LC50
48x109 Finless AAMA APC D5171.01-801-47.1)df
FL11834 R11 C CAC ADW-01 130 SH Triple H-LC50
10907 Fin AAMA APC D5170.01-801-47.pdf
FL11834 R11 C CAC ADW-01 130 SH Triple H-LC50
10907 Finless AAMA APC D5170.01-801-47.1)df
FL11834 R11 C CAC ADW-01 130 SH Twin H-LC40 97x84
Fin AAMA APC D5168.01-801-47.1)df
FL11834 R11 C CAC ADW-01 130 SH Twin H-LC40 97x84
Finless AAMA APC D5168.01-801-47.pdf
FL11834 R11 C CAC ADW-01 130 SH Twin Stack H-LC50
73x109 Fin AAMA APC D5171.01-801-47.0f
FL11834 R11 C CAC ADW-OS 130 SH Twin Stack H-LC50
73x109 Finless AAMA APC D5171.01-801-47.pdf
Quality Assurance Contract Expiration Date
05/10/2017
Installation Instructions
FL11834 R11 II ATR066 SS 2015-08-24.0f
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL11834 R11 AE PER3790 SS 2015-08-24.pdf
Created by Independent Third Party: Yes
11834.5 150/160 Vinyl Single Hung H-LC30 48 x 96, H-LC40 36 x 96, H-LC50 36 x 74, H-LC40
109 x 74 Triple, R-LC35 73 x 109 Twin w/ Transom
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11834 R11 C CAC ADW-08 150 160 SH H-LC30 48x96
AAMA APC B8797.01-801-47-RO.pdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No FL11834 R11 C CAC ADW-08 150 160 SH H-LC40 36x96
AAMA APC B8797.01-801-47-RO.pdfDesignPressure: N/A
Other: All frame and sash components are fabricated from FL11834 R11 C CAC ADW-08 150 160 SH H-LC50 36x74
AAMA APC B8797.01-801-47-RO.pdfextrudedvinyl (PVC).
FL11834 R11 C CAC ADW-08 150 160 SH Mulled Trite
H-LC40 109x74 AAMA APC C1749.01-801-47.0
FL11834 R11 C CAC ADW-08 150 160 SH Mulled TW ST
H-R35 73x109 AAMA APC C1749.01-801-47.0
Quality Assurance Contract Expiration Date
04/18/2016
Installation Instructions
FL11834 R11 II ADW-08 150 160 SH Mulled
Installation.odf
FL11834 R11 II ADW-08 150 160 SH Single Fin
Installation.pdf
FL11834 R11 II ADW-08-N1 SS 2015-09-25.pdf
Verified By: Hermes F. Norero, P.E. FL PE #73778
Created by Independent Third Party: Yes
Evaluation Reports
FL11834 R11 AE PER3977 SS 2015-09-25.pdf
Created by Independent Third Party: Yes
11834.6 150/160 Vinyl Single Hung, Triple H-LC30 108 x 74 (Standard), H-LC50 108 x 74 (HP)
w/ Cont. Head and Sill
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: CHS Triple configuration also qualifies twin and
single configurations using windows not exceeding 36" x 74"
in size. All frame and sash components are fabricated from
extruded vinyl (PVC).
Certification Agency Certificate
FL11834 R11 C CAC ADW-08 150 160 SH CHS Triple
H-LC30 108x74 AAMA APC C5189.01-801-47.1)df
FL11834 R11 C CAC ADW-08 150 160 SH CHS Triple
H-LC50 108x74 AAMA APC C1748.01-801-47-RO.pdf
Quality Assurance Contract Expiration Date
10/23/2016
Installation Instructions
FL11834 R11 II ADW-08 150 160 SH CHS Installation
FIN.Ddf
Verified By: American Architectural Manufacturers
Association
http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqubp/o2fM2eroZ... 5/24/2017
Florida Building Code Online Page 4 of 6
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11834.7 200 Single Hung, Single and Mulled H-LC30 48x78, H-LC50 36x74, H-LC40 72 x 108 Mulled Twin
w/ transom, H-LC50 109 x 74 Mulled triple
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: All frame and sash components are fabricated from
extruded vinyl (PVC).
Certification Agency Certificate
FL11834 R11 C CAC ADW-08 200 SH H-LC30 48x78
AAMA APC D3847.01-801-47-RO.12df
FL11834 R11 C CAC ADW-08 200 SH H-LC50 36x74
AAMA APC D3847.01-801-47-RO.pdf
FL11834 R11 C CAC ADW-08 200 SH Mulled Tr H-LC50
109x74 AAMA APC D3849.01-801-47.pdf
FL11834 R11 C CAC ADW-08 200 SH Mulled Twin Stack
H-LC40 72x108 AAMA APC D3851.01-801-47.pdf
Quality Assurance Contract Expiration Date
12/18/2017
Installation Instructions
FL11834 R11 II ADW-08 200 SH Installation - Fin
Mulled.pdf
FL11834 R11 II ADW-08 200 SH Installation - Fin.odf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11834.8 300/85 Aluminum Single Hung H-R40 48 x 84 (Std), H-R50 48 x 72 (HP)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11834 R11 C CAC ADW-01 300 85 SH (3H1) H-R50
48x72 AAMA APC C9843.01-801-47-RO.pdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No FL11834 R11 C CAC ADW-01 300 85 SH (3W1) H-R40
48x84 AAMA APC C9986 01-801-47-RO.pdfDesignPressure: N/A
Other: Frame and sash are fabricated from extruded Quality Assurance Contract Expiration Date
aluminum. 07/10/2017
Installation Instructions
FL11834 R11 II ADW-01 300 SH Installation.odf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11834.9 F3OO/85 Aluminum Single Hung, H R35 108 x 77 Triple, H R45 88 x 72 Twin, H R50 72 x 72
Twin and Triple Twin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL11834 R11 C CAC ADW-01 300 85 SH CHS Tr (3H3)
H-R35 108x77 AAMA APC B8800.01-801-47-RO.pdf
FL11834 R11 C CAC ADW-01 300 85 SH CHS Tw (3H2) Impact Resistant: No
H-R45 88x72 AAMA APC B8800.01-801-47-RO.pdfDesignPressure: N/A
Other: Twin and Triple windows with continuous head and FL11834 R11 C CAC ADW-01 300 85 SH CHS Tw (3H2)
H-R50 72x72 AAMA APC B8800.01-801-47-RO.pdfsill. Frame and sash are fabricated from extruded aluminum.
Quality Assurance Contract Expiration Date
04/08/2016
Installation Instructions
FL11834 R11 II ADW-01 300 SH Impact Installation.pdf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11834.10 35/235 Impact Single Hung, Fin
and Flange
LC-PG55-1346x1956 (53x77)-H
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11834 R11 C CAC ADW-00 35 235 SH H-LC55 53x77
Impact AAMA APC D6256 01-801-18.pdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: Yes Quality Assurance Contract Expiration Date
Design Pressure: +55/-55 03/31/2018
Other: All frame and sash components are fabricated from Installation Instructions
extruded vinyl (PVC). FL11834 R11 II ATR077 SS 2015-10-31.pdf
Verified By: Hermes F. Norero, P.E. FL P.E. #73778
Created by Independent Third Party: Yes
Evaluation Reports
FL11834 R11 AE PER3971 SS 2015-10-31.pdf
Created by Independent Third Party: Yes
11834.11 1 375/95 Aluminum Single Hung R-PG50-1219x1829 (48x72)-H, R-PG40-1219x2134 (48x84)
H
http://www. floridabuilding.org/pr/pt_app_dtl. aspx?param=wGEVXQwtDqub%2fM2eroZ... 5/24/2017
Florida Building Code Online Page 5 of 6
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: Frame and sash are fabricated from extruded
aluminum.
Certification Agency Certificate
FL11834 R11 C CAC ADW-01 375 95 (7H1) SH H-R50
48x72 AAMA APC D2324.01-801-47-r0.pdf
FL11834 R11 C CAC ADW-01 375 95 (7W1) SH H-R40
48x84 AAMA APC D2323.01-801-47-r0.pdf
Quality Assurance Contract Expiration Date
10/07/2017
Installation Instructions
FL11834 R11 II ADW-01 375 95 SH Installation.pdf
Verified By: American Architectural Manufacturers
Association
ICreated by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11834.12 375/95 Aluminum Single Hung, R PG50 2235x1829 (88x72) H Twin, R PG45* 2743x1956
CHS Twin and Triple 108x77)-H Triple
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11834 R11 C CAC ADW-01 375 95 (7H2) SH CHS Twin
H-1150 88x72 AAAMA APC B8801.01-801-47-RO.pdfApprovedforuseoutsideHVHZ: Yes
FL11834 R11 C CAC ADW-01 375 95 (7H3) SH CHS TripleImpactResistant: No
H-R45 108x77 AAAMA APC B8801.01-801-47-RO.pdfDesignPressure: N/A
Quality Assurance Contract Expiration DateOther: Frame and sash are fabricated from extruded
aluminum. 04/17/2016
Installation Instructions
FL11834 R11 II ADW-01 375 95 SH CHS.odf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11834.13 5700/8050/105 Vinyl Single Hung, I
H-LC25 48 x 96, H-LC35 44 x 96, H-LC35 48 x 84, H-LC50
Single, Twin, and Triple 36 x 96, H-LC40 108 x 84 Triple, H-LC50 108 x 72 Triple,
Configurations H-LC35 84 x 84 Twin, H-LC35 96 x 72 Twin
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: 5700 is new construction/fin frame; 8050 is
replacement/finless frame; All frame and sash components
are fabricated from extruded vinyl (PVC).
11834.14 8100/1100/3100/10/1000/200
Single Hung, Single and Mulled
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: All frame and sash components are fabricated from
extruded vinyl (PVC).
Certification Agency Certificate
FL11834 R11 C CAC ADW-01 5700 8050 SH CHS Triple
H-LC40 108x84 AAMA APC C6697.01-801-47.1)df
FL11834 R11 C CAC ADW-01 5700 8050 SH CHS Triple
H-LC50 108x72 AAMA APC C6697.01-801-47.pdf
FL11834 R11 C CAC ADW-01 5700 8050 SH CHS Twin
H-LC35 84x84 AAMA APC C6698.01-801-47.0
FL11834 R11 C CAC ADW-01 5700 8050 SH CHS Twin
H-LC35 96x72 AAMA APC C6698.01-801-47.pdf
FL11834 R11 C CAC ADW-01 5700 8050 SH H-LC25
48x96 AAMA APC C6699.01-801-47.pdf
FL11834 R11 C CAC ADW-01 5700 8050 SH H-LC35
44x96 AAMA APC C6699.01-801-47.0
FL11834 R11 C CAC ADW-01 5700 8050 SH H-LC35
48x84 AAMA APC C6699.01-801-47.pdf
FL11834 R11 C CAC ADW-01 5700 8050 SH H-LC50
36x96 AAMA APC C6699.01-801-47.0
Quality Assurance Contract Expiration Date,
03/22/2017
Installation Instructions
FL11834 R11 II ADW-08 5700 SH Installation Fin.odf
FL11834 R11 II ADW-08 8050 SH Installation Finless.pdf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
H-R30-1219x1975(48x78), H-R50*-914x1880(36x74),
H-R50*-2769x1880 (109x74), H-R50*-1829x2743
72x108)
Certification Agency Certificate
FL11834 R11 C CAC ADW-08 8100 SH LC-PG30 48x78
AAMA APC D9519.01-801-47-r0.pdf
FL11834 R11 C CAC ADW-08 8100 SH LC-PG50 36x74
AAMA APC D9519.01-801-47-r0.pdf
FL11834 R11 C CAC ADW-08 8100 SH Mulled Tr LC-PG50
109x74 AAMA APC D9518.01-801-47-r0.odf
FL11834 R11 C CAC ADW 08 8100 SH Mulled TwSt LC-
PG50 72x108 AAMA APC D9517 01-801-47-r0.odf
Quality Assurance Contract Expiration Date
07/09/2018
Installation Instructions
FL11834 R11 II ADW-08 8100 SH Installation - Finless.odf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZ... 5/24/2017
Florida Building Code Online Page 6 of 6
IEvaluation Reports
Created by Independent Third Party:
11834.15 9000 Single Hung LC35 48x96, LC45 48x75, LC50 48x75 HP, LC35 108x72 TR,
LC50 10802 TR HP, LC40 9602 TW, LC40 10902 TR,
LC40 48x108 PW/SH, LC50 48x108 PW/SH HP, LC30 48x108
SH/PW, LC50 48x108 SH/PW HP, LC40 72x108
Transom/TW, LC35 108x96 TR PW/TR SH
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11834 Rll C CAC ADW-00 9000 SH CHS Triple H-LC35
10802 AAMA APC C5184.01-801-47.0fApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No FL11834 R11 C CAC ADW-00 9000 SH CHS Triple H-LC40
109x72 AAMA APC C0073.01-801-47.pdfDesignPressure: N/A
Other: All frame and sash components are fabricated from FL11834 Rll C CAC ADW-00 9000 SH CHS Triple H-LC50
10802 AAMA APC C5184 01-801-47.pdf
FL11834 R11 C CAC ADW-00 9000 SH CHS Triple Stack
extruded vinyl (PVC).
H-LC35 108x96 AAMA APC C6694.01-801-47.pdf
FL11834 R11 C CAC ADW-00 9000 SH CHS Twin H-LC40
9602 AAMA APC C0073.01-801-47.pdf
FL11834 Rll C CAC ADW-00 9000 SH CHS Twin w Tr
H-LC40 72x108 AAMA APC C0072.01-801-47.0f
FL11834 R11 C CAC ADW-00 9000 SH CHS w Tr H-LC40
48x108 AAMA APC C0072.01-801-47.pdf
FL11834 R11 C CAC ADW-00 9000 SH CHS w Tr H-LC50
48x108 AAMA APC C0072.01-801-47.1)df
FL11834 R11 C CAC ADW-00 9000 SH H-LC35 48x96
AAMA APC B8979.01-901-44-RO.pdf
FL11834 R11 C CAC ADW-00 9000 SH H-LC45 48x75
AAMA APC B9877.01-901-44-Rl.pdf
FL11834 R11 C CAC ADW-00 9000 SH H-LC50 48x75
AAMA APC C5183 01-801-47.0f
FL11834 R11 C CAC ADW-00 9000 SH-PW CHS H-LC30
48x108 AAMA APC C5185.01-801-47.0f
FL11834 Rll C CAC ADW-00 9000 SH-PW CHS H-LC50
48x108 AAMA APC C5185.01-801-47.0f
Quality Assurance Contract Expiration Date
05/14/2016
Installation Instructions
FL11834 Rll II ADW-00 9000 SH Installation Details.Ddf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
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Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under
Chapter 455, F.S., please click here .
Product Approval Accepts:
EC MC1: 0
Credit •
Safe
Si CI111 'bIETRIC
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZ... 5/24/2017
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION
SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS. DEPICTED IS THE MINIMUM
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE
MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF-±1/2
INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E.,
WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE. NEXT.
4. SHIM.AS"REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING
SHIMS) MAXIMUM ALLOWABLE SHIM STACK TO BE I/4 INCH, SHIM WHERE
SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED
OF HIGH.DENSITY PLASTIC OR BETTER.
S. THROUGH. FRAME: FOR INSTALLATION INTO WOOD FRAMING USE #10
WOODSCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE 1
1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.
6. THROUGH FRAME: FOR INSTALLATION THROUGH IX BUCK TO
CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16
INCH DIAMETER ITW TAPCONS. OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4
INCH MINIMUM EMBEDMENT.
7. THROUGH FRAME: FOR. INSTALLATION INTO METALSTUD ORAPPROVED
MULLION .USE #10 GR..5 SELF TAPPING.SCREWS THROUGH THE FRAME OF
SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION.
BEYOND METAL FRAME SUBSTRATE.
8. THROUGH FIN: FOR INSTALLATION INTO WOOD FRAMING USE #8-WOOD
SCREWS THROUGH THE FIN. OF SUFFICIENT LENGTH TO ACHIEVE 11/21NCH
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.
9. THROUGH FIN: FOR INSTALLATION INTO METAL STUD OR APPROVED
MULLION USE'48SELF TAPPING SCREWS THROUGH THE FIN OF SUFFICIENT
LENGTH TO ACHIEVE A.MINIMUM OF 3 THREADS'PENETRAI ION BEYOND
METAL FRAME SUBSTRATE.
10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES;
INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.
11. INSTALLATION. ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF
CORROSION RESISTANT MATERIAL OR:- -HAVE A CORROSION RESISTANT
COATING.
12. FOR HOLLOW BLOCK. AND GROUT FILLED BLOCK, DO NOT INSTALL
INSTALLATIONANCHORSINTO MORTARJOINTS. EDGE DISTANCE 15 MEASURED FROM
FREE EDGE OF BLOCK OR EDGE OF MORTAR. JOINT INTO FACE SHELL
OF BLOCK. 13. INSTALLATION
ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED
IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED
BYTHE ANCHOR MANUFACTURER. 14 INSTALLATION
ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS
WITHTHE FOLLOWING PROPERTIES: A. WOOD
MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -
MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -
FILLED CMU- UNIT STRENGTH. CONFORMS TO. ASTM C-90 WITH MINIMUM COMPRESSIVE.
STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM
C 476, MINIMUM GROUT COMPRESSIVE: STRENGTHOF2000 PSI. D. HOLLOW BLOCK
CMU - UNIT STRENGTH CONFORMS TOASTM C-90WITH MINIMUM COMPRESSIVE .STRENGTH
OF 2000 PSI. E. STEEL- MINIMUM
YIELD STRENGTH OF 33 KSI. MINIMUM 18 GA. WALL THICKNESS. F. ALUMINUM-
MINIMUM
ALLOY 6063-TS. MINIMUM WALL THICKNESS OF 1/16" (0.
0625"). ATRIUM CORPORATION SERIES
130 SINGLE
HUNG WINDOW
GENERAL: NOTES: 1.
THE PRODUCT.
SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
THE CURRENT IRC/IBC. AND CURRENT FLORIDA BUILDING CODE.(FBC),
EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO
THE FOLLOWING: AAMA/WDMA 101/
1:S.2/A440 05/08 AAMA450-10 2.
ADEQUACY OF
THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING.
AS MAIN WIND'FORCE RESISTING SYSTEM' CAPABLE OF WITHSTANDING.
AND TRANSFERRING APPLIED PRODUCT LOADS TO
THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD FOR. THE PROJECT OF INSTALLATION. 3. 1X
AND'.
2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADSTOTHE STRUCTURE. BUCK DESIGN
AND INSTALLATION ISTHE RESPONSIBILITY OF THE
ENGINEER OR- ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. 4. THE INSTALLATION
DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT
ACTUAL CONDITIONS FOR A SPECIFIC SITE.. IF SITE CONDITIONS CAUSE
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN;
A. LICENSED ENGINEER OR ARCHITECT SHALL PREPARE
SITE .SPECIFIC DOCUMENTS FOR USE WITH THIS,D000MENT
IN. NON-HVHZAREAS. 5 APPROVED IMPACT
PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS
REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME
MATERIAL: PVC 7. DISSIMILAR METALS
INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM
UNIT FRAMING SHALL BE PROTECTED IN ACCORDANCE WITH
THE CURRENT FBC. S. GLASS SHALL
MEET THE REQUIREMENTS OF-ASTM.E 1300 GLASS CHARTS. SEE SHEET
7 FOR GLAZING DETAIL. TABLE OF CONTENTS
SHEET REVISION SHEET
DESCRIPTION 1. A GENERAL
A INSTALLATION NOTES 2 A ELEVATIONS
3 A ANCHOR
LAYOUTS - THROUGH FRAME 4 A ANCHOR
LAYOUTS -THROUGH FIN 5 A VERTICAL
SECTIONS 6 A. HORIZONTAL
SECTIONS 7 A. MULLION
DETAILS d GLAZING DETAIL MAX O.A.
5IZE CONFIGURATION DESIGN PRESSURE
MISSILE
IMPACT
RATING
WIDTH
HEIGHT 53" 77" O/
X 50. PSF NON -IMPACT 48^. 108 ya'
O / O/X a/- 50 P5F' NON -IMPACT 72 Y2" 108
y" O / DOUBLE O/X 50 PSF NON -IMPACT 96 %72" 84'
DOUBLE O/X 7,50 PSF NON -IMPACT 1091. 77" TRIPLE
O/X 50 P5F NON -IMPACT Digitally signed by
Hermes F. Norero; P.E. Reason: I am
approving this document Date: 2015.08.
2410:02:49-04'00' ATMUM 11U9MI AMBASSADOR
ROW
DALLAS, TE%AS
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WIDTH 48 Y4"
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SINGLE HUNG O.A. MAX.,
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O.A. MAX.
D.L.O MAX. WIDTH 721'
WIDTH6734 C
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D.L.O. MAX.
HEIGHT
32 Y4"
D.L.O MAX.
WIDTH 31 %6" B M SASH MAX.
5 5.. WIDTH 33 i5/16' UNIT:MAX.
WIDTH 36"
TYPICAL ELEVATION
TWIN SINGLE HUNG W1 TRANSOM
O.A. MAX.
SASH MAX.
WIDTH 109"
WIDTH 33 13/6' D L.0 MAX.
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9MI AMBASSAOM AOW
DAUAS, TEXAS 7524
PH: (214) 637 2696 FX (214) 424-6734
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ANCHOR LAYOUT
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6" FROM " 6" y
HEAD/SILL, TYP.
CORNER, TYP.
ri
VSTALLATION ANCHORS
1 HKOUGH MULL CLIPS PER
INSTALLATION NOTES 5-7,
ANCHOR LAYOUT SHEET I.
MULLED TWIN SINGLE HUNG - THROUGH FRAME
1
16 Y4"
MAX. O.C.
f
l
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X. X. _
2) INSTALLATION ANCHORS
THROUGH MULL CLIPS PER
INSTALLATION NOTES 5-7,
ANCHOR LAYOUT SHEET1.
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MAX.
O.C.
ANCHOR LAYOUT
SINGLE HUNG - THROUGH FIN
4" FROM
CORNER, TYP.L
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4" FROM CORNER
HEAD/SILL, TYP.
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ANCHOR LAYOUT
TYP. FOR ALL SINGLE AND DOUBLE MULLED
UNITS WITH TRANSOM - THROUGH FIN
A" FD(3.1A P(3DAIFD
LATION ANCHORS
MULL CLIPS PER
TION NOTES 5-7,
2) INSTALLATION ANCHORS
INTERIOR THROUGH MULL CLIPS PER
MULLIO INSTALLATION NOTES 5-7,
CLIP, TYP. SHEET 1.
0
WINDOW WINDOW
FRAME, TYP. FRAME, TYP.
12" X 1-1/4" X 1/16" GALV. STEEL PLATE EXTERIOR (6) #8 X 2-1/2" SMS
ALL MULLION INTERSECTIONS AT EACH PLATE INTO
MULLION PLATE DETAIL
WINDOW FRAMES
2) INSTALLATION ANCHORS TYPICAL WHEREVER MULLION CLIPS OCCUR
THROUGH MULL CLIPS PER
INSTALLATION NOTES 5-7,
ANCHOR LAYOUT SHEET I.
TYP. FOR TWIN & TRIPLE MULLED
UNITS - THROUGH FIN
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OAUAS. TE%AS 75247
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CONCRETE/MASONRY
BY OTHERS
SEALANT BETWEEN
CONCRETE/MASONRY A 2X
WOOD BUCK BY OTHERS
2X WOOD BUCK BY OTHERS
8 WOOD SCREW
INSTALLATION ANCHOR
EXTERIOR FINISH
BY OTHERS
PERIMETER -
SEALANT
O.A. UNIT BY OTHERS
HEIGHT
EXTERIOR
SEE GLAZING
DETAIL
I Yi' MIN EMBEDMENT
P.
Y4" MIN. EDGE
I— DISTANCE
t
INTERIOR
EXTERIOR
A VERTICAL SECTION
S SINGLE HUNG HEAD - 2X WOOD BUCK
THROUGH FIN
SEE GLAZING
DETAIL
EXTERIOR
O.A. UNIT / nI INTERIOR
HEIGHT 11
16' ITW TAPCON
INSTALLATION ANCHOR
CONCRETE/MASONRY
BY OTHERS
SEALANT BETWEEN
CONCRETE/MASONRY A 1X
WOOD BUCK BY OTHERS
1X WOOD BUCK BY OTHERS
OPTIONAL)
EXTERIOR FINISH
BY OTHERS
SEE GLAZING
ICTAl
2 1/2" MIN.
EDGE DISTANCE
1 1/4" MIN.
EMBEDMENT
PERIMETER
I — SEALANT
O.A. UNIT BY OTHERS /
HEIGHT 1
EXTERIOR
INTERIOR
SEE GLAZING
DETAIL
p VERTICAL SECTION
5 MEETING RAIL
1/4" MAX.
SHIM SPACE
SEE GLAZING
DETAIL
C VERTICAL SECTION
5 TRANSOM HEAD - 1X/CONC./MASONRY
THROUGH FRAME
SEE GLAZING
DETAIL
EXTERIOR
O.A. UNIT / INTERIOR
HEIGHT I i Q_
PERIMETER
y
1/4" MAX. PERIMETER 1/4" MAX.
SEALANT SHIM SPACE SEALANT SHIM SPACE
BY OTHERS BY OTHERS
SEALANT OVER SCREW HEAD t ` ° '
EXTERIOR FINISH t ,, 1 1/4" MIN:
EXTERIOR FINISH
a
A
1 1/4" MIN.
EMBEDMENT
BY OTHERS EMBEDMENT
BY OTHERS PRECAST SILL OR CONCRETE/
PRECAST SILL OR CONCRETE/
CMU BY OTHERS A
CMU BY OTHERS
1e' ITW TAPCON
A ,
A '
3 ITW TAPCON 1 1/2" MIN. EDGE
INSTALLATION ANCHOR
11/2" MIN. EDGE
INSTALLATION ANCHOR DISTANCE NOTES: DISTANCE
VERTICAL SECTION
1. SILL ANCHORS ARE FOR FACTORY VERTICAL SECTIONBMULLEDUNITSONLY, SEE SHEET 3.
5 SILL - PRECAST CONCRETE' 2. USE (1) SILL CLIP PER ANCHOR 5 SILL - PRECAST CONCRETE
THROUGH FRAME LOCATION. SILL CLIPS ARE TO BE THROUGH SILL CLIP
USED IN MINIMUM 14 %4' LENGTHS.
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DALLAS. TEXAS 75247
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3 THREADS MIN:
PENETRATION BEYOND 1 1/4" MIN. CONCRETE/MASONRY BY OTHERS
METAL STRUCTURE EMBEDMENT SEALANT BETWEEN
d
METAL STUD FRAMING 1/4" MAX. 1/4" MAX. CONCRETE/ MASONRY & 1X z
SHIM SPACEBYOTHERS SHIM SPACE WOOD BUCK BY OTHERS 8 1 4 1) 0 T s A .v D a 0 0 R S
10 SELF -TAPPING SCREW INTERIOR INTERIOR IX WOOD BUCK
0 9001 AMBASSADOR ROW
INSTALLATION ANCHOR BY OTHERS DAUAS.TEXAs75247
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INSTALLATION ANCHOR o z m
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2 1/2" MIN. w z z< LL
SHEATHING EDGE DISTANCE
BY OTHERS w m o N m m
EXTERIOR FINISH z = w a Z
BY OTHERS SEE GLAZING SEE GLAZING i Ina0 w o
EXTERIOR DETAIL DETAIL EXTERIOR
PERIMETER SEALANT O.A.
Lu
O A PERIMETER SEALANT +
BY OTHERS UNIT UNIT —r BY OTHERS
WIDTH WIDTH EXTERIOR FINISH < a
BY OTHERS a o
E HORIZONTAL SECTION G HORIZONTAL SECTION m v
6 SINGLE HUNG JAMB -METAL STUD FRAME 6 SINGLE HUNG JAMB - 1X WOOD/CONC./MASONRY
THROUGH FRAME THROUGH FRAME z
0
3/4" MIN. EDGE H Z
DISTANCE 1 1/2" MIN: CONCRETE/MASONRY BY OTHERS Sn r c
1/4" MAX.
EMBEDMENT SEALANT BETWEEN H H Z
METAL STUD FRAMING v o
CONCRETE/ MASONRY 2X
BY OTHERS SHIM SPACE
SHIM
MAX.
WOOD BUCK BY OTHERS w w
8 SELF -TAPPING SCREW
SHIM SPACE Q[ a o
2X WOOD BUCK. ("
INSTALLATION, ANCHOR INTERIOR INTERIOR
BY OTHERS
to
10 WOOD SCREW
INSTALLATION ANCHOR Z
3 THREADS MIN. PENETRATION
BEYOND METAL STRUCTURE `0 .-k
3/4" MIN.
SBY OTHERS
HEATHING 1 EDGE DISTANCE
SEALANT BETWEEN LL
FIN & SHEATHING
EXTERIOR FINISH SEE GLAZING SEE GLAZING EXTERIOR 'y
y. ROFEXTERIORBYOTHERSDETAILDETAILPERIMETERSEALANT
O.A. O.A. BY OTHERS v > r3
UNIT f- UNIT
co Lu
EXTERIOR FINISH ¢ o Z ti Y L
WIDTH WIDTH BY OTHERS a o o ~ ' _ z
F HORIZONTAL SECTION H HORIZONTAL SECTION DWG#:
6 TRANSOM JAMB - METAL STUD FRAME 6 TRANSOM JAMB - 2XWOOD BUCK A TR06 6 THROUGH
FIN THROUGH FRAME SHEET: 6 OF
INTERIOR
E
k8 X 2 Y2" SCREWS THROUGH BOTH
RAMES (OFFSET) AT 4" FROM ENDS
13" O.C. THEREAFTER
SEE GLAZING
DETAIL
GLAZING
TRIOR
8 X 2/2" SCREWS THROUGH BOTH
FRAMES (OFFSET) AT 4" FROM ENDS \ /
27" O.C. THEREAFTER
SEE GLAZING
EXTERIOR SILICONE — DETAIL
I HORIZONTAL SECTIONi ' INTERIOR
K VERTICAL SECTION
7 1/2" VERTICAL MULLION Y2"
BIGLASS /
7 1/2" HORIZONTAL MULLION B
NOTE:
EXTERIOR
GLASSSHALLMEETTHEREQUIREMENTSOF
ASTM E 1300 GLASS CHARTS. 1 3/4" O.A. INSULATED GLASS GLAZING
DETAIL E
INTERIOR
8
X 2 Y2" SCREWS THROUGH BOTH 1
FRAMES (OFFSET) AT 4" FROM ENDS A
13" O.C. THEREAFTER EXTERIOR
HORIZONTAL
SECTION 7
11/4" VERTICAL MULLION OPTIONAL)
ERIOR
SEE
GLAZING #8
X 2 Y2" SCREWS THROUGH BOTH DETAILFRAMES (OFFSET) AT 4" FROM ENDS A
97 or TLIFDFAFTER SEE
GLAZING DETAIL
L
VERTICAL SECTION 7
11/4" HORIZONTAL MULLION OPTIONAL)
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7 OF 7
REQUIRED INSPECTION SEQUENCE
BP# ram- !-4
BUILDING PERMIT
Min Mays Insj2ecdou Descri tion
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour, ,
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence.
Final Building (Other)
Min Max I[ns, ection Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
T41t,..a,
Min MX Ins ection Descf! tllon Plumbing
Underground Plumbing
Sewer Plumbing
Tub Set Plumbing
Final Min
Marc Inspection Desc>ri tion Mechanical
Rough Mechanical
Final Gas
Unde Gas
Roug Gas
Final REVISED:
June 2014