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WS-11-1056Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 160796 Permit Number: WS -6 -11 -1056 Scheduled Inspection Date: August 24, 2011 Inspector: Bruhn, Norman Owner: ALBONDANTE, JOSEPH Job Address: 89 NE 109 Street Miami Shores, FL 33138- Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360040550 Phone: (954)792-4415 Building Department Comments REPLACE 11 IMPACT WINDOWS Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 23, 2011 For Inspections please call: (305)762 -4949 Page 2 of 23 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 OVVNER: Name (Fee Simple Titleholder): a F-F,gey /46f/es Permit Typ : BUILDING ROOFING Phone ! F� m l 7 Y°) JUAN 0 8 2011 Yo___�eeee Permit No. 5, 11- 10519 Master Permit No. Address: 'A ,J E /0q 67- City: mm / 5hOA6-5 Tenant/Lessee Name: State: Zip: 3 3/67/ Phone #: Email: JOB ADDRESS: 69 41E /09 9 5 r- City: Miami H-02/36) Sho res v County: Folio/Parcel #: ° 00 -1 0 Miami Dade Zip: 33/ Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954.792.4415 Address: 4070 SW 30TH AVE City: HOLLYWOOD State: FLORIDA Qualifier Name: WAYNE THOMAS BURNETT zip: 33312 Phone#: 954.792.4415 State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone#: 954.792.4415 X243 Email Address: Imartinez @fhaproducts.com DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ l S./ 0• -" Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New Zepair/Replace ❑Demolition Ace / l Za7PA-C-7" /r/ —% Description of Work: *** * * * * * * * * * * * * * * * * * * * * * * * * * * * *** **** Fees************* *** * ** * * * * * ** * * * * * * * **** * * * * * ** Submittal Fee $ 50 • 0 Scanning Fee $ Notary $ Double Fee $ Permit Fee $ Radon Fee $ Training/Education Fee $ Structural Review $ /o c'c' CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the 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 OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approve < i nd a reinspection fee will be charged. Signature 0 er or Agent / The foregoing instrument was acknowledged before a this __ day of TUB , 20 L/ , by ,TEf Fes% i, frtES , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY G®V (C �+ V$HELLEYmPRAZAL©VICH ". P_ v u . Comm* DD' 6857 h_ Explrua 8/18/2011 Rondo Acsn., Inc a.memepc a mm e m miww& Contractor The foregoing instrument was acknowledged before me this day of Ju%J , 201, by Mt/Ale r who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06 /10 /2009)(Revised 3/15/09) Sign: Print: My Commission E BHELLEY BRAZALOVICH ."""% Comm#D. ;•:057 1 Exp!ree 3/18/2011 'vp;;;r.$` Florida NotariASsn.,Inc Zoning Clerk Property Information Map • My Home Miami -Dade County, Florida Page 1 of 1 Property Information Map Aerial Photography - 2009 0 This map was created on 5/25/2011 11:35:31 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. e 115 ft Summary Details: Folio No.: ■ 11- 2136 - 004 -0550 Property: 89 NE 109 ST Mailing JOSEPH ALBONDANTE Address: JOHN DILLON Living Units: 89 NE 109 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33161 -7039 Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 4/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,152 Lot Size: 18,450 SQ FT Year Built: 1941 $50,000/ $226,881 COLLEGE HEIGHTS PB City: 42 -8 LOTS 24 & 25 BLK Legal 2 LOT SIZE 150.000 X Description: 123 OR 21177 -1183 04 2003 4 COC 23295 -0893 01 2005 4 OR 23295- 0893 0105 01 Assessment Information: Year: 2010 2009 Land Value: $167,602 $284,774 Building Value: $184,852 $196,695 Market Value: $352,454 $481,469 Assessed Value: $276,881 $269,602 Exemption Information: Year: 2010 2009 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year: 2010 2009 $0 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable disqualified as a result of Value: Value: Regional: $50,000/ $226,881 $50,000/ $219,602 County: $50,000/ $226,881 $50,000/ $219,602 City: $50,000/ $226,881 $50,000/ $219,602 School Board: $25,000/ $251,881 $25,000/ $244,602 Sale Information: Sale Date: 1/2005 Sale Amount: $0 Sale O /R: 23295 -0893 Sales Sales which are Qualification disqualified as a result of Description: examination of the deed View Additional Sales http: / /gi sims2.miamidade. goy /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.go... 5/25/2011 40 This Document Prepared By and Ratan: to RICHARD A. GOLDEN, P.A. KRAMER AND GOLDEN P.A. 1175 NE 125TH STREET SUITE 512 NORTH MAKI, FLORIDA 331-81 FILE NO. 90-11p Parce110 Number': 11-2136-004-0550 Warranty Deed ilfilimill1111111 11111111111Ni 11111111 CFP4- 201 1R0338358 OR Bk 27698 Ps 1323; nos? RECORDED 05/24/2011 11:44:30 DEED DOC TAX 21280.00 HARVEY RUVINy CLERK OF COURT NIAND-DADE COUNTY? FLORIDA LAST PAGE This Indenture, made this (5) day Of April 2011 An., Between Joseph Albondante, a single man and John Dillon, a single man ,g of the County of Miami-Dade State of Florida rantors, and Suparna Dutta, a single woman and Jeffrey Hughes, a single man whose address is:- 89 NE 109 Street, Miami Shores, FL 33161 of the County of Miami-Dade State of Florida 'grantees. Witnesseth that the GRANTORS, for and in consideration of the sum of TEN DOLLARS ($ 10)— ---- -------------- ---- DOLIAAS. and other good and valuable consideration to GRANTORS in hand paid by GRANTEES, the receipt whereof is hereby acknowledged, have granted, bargained and sold to the said GRANTEES and GRANTEES' heirs, successors and assigns forever, the following described land, situate, IYhtS and being in the County of Miami-Dade Wit Stai0 ef Florida Lots 24 and 25, Block 2, College Heights, according to the map or plat thereof, as recorded in Plat Book 42, Page (s) 8, of the Public Records of Miami-Dade County, Florida. and the grantors do hereby My warrant the title to said land, and will defbnd the same against lawful claims of all persons whomsoever. In Witness Whet' fohe grantors have hereunto set their hands and seals the day and year Etst above written, Signed, and d Pri e.Crrigrir—k—Sir 0444‘,4-t* Snot' kti ft 33a6 k. tfr"--- rinted Name: Witness STATE OF Florida COUNTY OF liflaml-Dade The foregoing instrument was acknowledged before me this day of April Joseph Albondante, a single man and John Dillon, a single man Dillon iDqs Pot v. Dtiqc tit LVU F L 333' who personally known to me or h cod their Florida driver' s license as identifica,p,4, o Prim Name: No Public My Commission Expires: Lase Gtnerfoodis9 ©DisPlaY *stems. Inc.. 2011 (861)763-5555 Form FLIV134 Book27698/Pagel 323 CFN#20110338358 (Seal) (Seal) ,2011 STACY:WPM • C0441040114001155945 • • EXPIRC3:' May 23; XIS liodidnittgatiatioSsyleates Pagel of 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. Il / "o2/ J6- -0 . `° STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I 111111 11111 11111 IIIII 11111 11111 1111 IIII CFN 2011803 7292 l.UR Bk 27714 Ps 3831r (1ps) RECORDED 06/08/2011 10 :53 :18 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE C :OIUNTY 7 FLORIDA LAST F'rGE %% Space above reserved for use of recording office 1. Legal d criptio of property and street/a dress: 61---66-e /I / 6/17 k tor 5 . it5L - 2. Description of improvement: GO /nleOC4)' ' 3.Owner(s) name and address: .yeFr r ` e 0 sr-. /)V Interest in property: 0(2)&04- and address of fee simple titleholder: 4. Contractor's name, address and phone number: Florida Home - improvement Associates 4070 SW 30th Ave. Hollywood, Florida 33312 Phone 954 - 792 -4415 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: STATE Cir r-' f 7` ,4 CC,`t''+ ` .: D670. Amount of bond i `cl-PE t r 1, , - P , ..at ,... ap ,, i g 6. Lender's name and address - orn?i a A,,, t.'>: +. sattlys L•1 7. Persons within the State of Florida designated by Owner u on v�+t o f er dQG.lamOntsmaT senkg 9 Y P ,I,,I; "d �- rsotieeS�PI i 7 ,o ,�',: Section 713.13(1)(a)7., Florida Statutes, HARVEY r.4 VtN, CCERI4; of % ;, cd attfim ' C�ct� IS E Name, address and phone number: 9y / ,((, ,/k D.C. 8. In addition to himself, Owners designates the following person(s) t' receive a6op of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature( o By Print N e Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE r(s)' Authorized Officer/Director/Partner /Manager By /T)/ //1A. 7VLc. The foregoing instrument was acknowledged before me this By /rlOGj Florida Home - improvement Assoc. Print Name 4070 SW 30th Ave Title/Office Hollywood, FL 33312 day of Z4E . oi� ❑ Individually, or ❑ as for $@rsonally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature,,) of I er(s) o BY SHELLE.I as `t s v"% Comm'. ` DD0888857 i Expire& W18 /2011 s ``° .Qr Florida WW1 Assn., Inc ffi horized Officer/Director/Partner/Manager who signed abov' oaaee9oeenrsvipuvaoaasenecBUeoneIneee11a11s43noII awonoa11cma 1361 LOVI,:; 123.01 -52 n. 3 11/07 By RIDA BUILDING CODE & ASCE 7-05 OR COMPONENTS A D CLADDING INTERMFLZON.E 4 PRESSURES EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 Mean Roof Height 10 15 20 Tributary Area (Sq Ft) 40 45 50 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 25 30 35 - 0 15 8 4 49.2 +46.5 +45.2 -48.3 +44.4 -47.6 +43.7 47.1 +43.1 -46k +427 -462 +42.3 45.9 +41.9 -45.5 +41k 0 -15 ft +48.5 -59.8 +452 -58.0 +444 -56.7 +43.7 -55.6 +43.1 -54.6 +42.7 -53.8 +413 -53.1 +41k -52.5 +41.6 16 ft -49.8 +47.1 +45.9 -49.0 +45.0 -48.3 +44.3 47.7 +43.7 -472 +43,3 -46.8 +42,9 -46.5 +42.5 -46.2 +42.2 16 ft . +47.1 -606 +45.9 -58.8 +45.0 -57.5 +44,3 -56.3 +43,7 -55.4 +43.3 -54.6 +42.9 -519 +42.5 -53.2 +42.2 18 ft -52.4 -51.1 +48.3 +47.0 -50.2 +46.1 -49.5 +45.4 -48.9 +44.8 -48.4 +44.3 -48.0 +43.9 -47.7 +43.8 -47.3 +43.2 18 ft -64.6-62.1-60.3-58.9-57.8-58.8-55.9-55.2-54.5 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 208 -53.5-52.2-51.3-56.6-50.0-49.5-49.1-48.7-48.4 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +442 20 ft -66.1-63.5-61.6-60.2-59.0-58.1-57.2-58.4-55.8 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44.2 22 ft -54.6-53.3-52.4-51.6-51.0-50.5-50.1-49.7-49.4 +50.4 +49.0 +48.1 +47.4 +48.8 +46.3 +45.8 +45.4 +45.1 228 -67.4 +50.4 -64.8 +49.0 -62.9 +48.1 -61.4 +47.4 -60.2 +46.8 -59.2 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -55.6 -54.3 +51.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 24 ft -68.7 +51.3 -66.0 +49.9 -64.1 +49.0 -62.6 +48.2 -61.4 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -56.6 -55.2 +52.2 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46,7 2611 -69.8-67.1-65.1-63.6-62.4-81.4.60.4-59.6-68.9 +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 ft -57.5 -56.1 +53.0 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +492 -53.2 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 288 -70.9 +53.0 -68.2 +51.6 -66.2 +50.6 -64.6 +49.8 -63.4 +49.2 -62.3 +48.7 -61.4 +48.2 -60.6 +47.8 -59.9 +47.4 308 -58.3 -56.9 +53.8 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 30 ft +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48k +48.1 328 -59.1 -57.7 +54.5 +53.1 -56.7 +52.0 -55.9 +51.3 -55.2 +50.6 -54.7 +50.1 -54.2 +49.6 -53.8 +49.2 -53.4 +48.8 32 ft -73.0 +54.5 -70.1 +53.1 -68.1 +52.0 -66.5 +51.3 -652 +50.8 -64.1 +50.1 -83.1 +49.6 -62.3 +492 -61.6 +48.8 34 ft -59.9 -58.4 +552 +53.7 -57.4 +52.7 -56.6 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 +50.2 -54.5 +49.8 -54.1 +49.4 34 ft -73.9 +55.2 -71.0 +53.7 -68.9 +52.7 -67.3 +51.9 -66.0 +51.3 -64.9 +50.7 -64.0 +502 -63.1 +49.8 -62.4 +49.4 3611 -60.6-59.1.58.1-57.3-56.6-56.1-55.6-55.1-54.8 +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 36 ft -74.8-71.9-69.8-68.1-66.8-65.7-64,7-63.9-63.1 +55.8 +54,4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 38 11 -61.3-59.8-58.7-57.9-57.3-58.7-562-55.8-55.4 +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 38 ft -75.7 +56.5 -72.7 +55.0 -70.6 +54.0 -68.9 +53.1 -67.6 +52.5 -66.5 +51.9 -65.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -62.0 -60.5 +57.1 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52,5 -56.8 +52.0 -56.4 +51.5 -56.0 +51.1 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 -69.7 +53.7 -68.3 +53.0 -67.2 +52.5 -66.2 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -616 -61.1 +57.7 +562 -60.0 +55.1 -59.2 +54.3 -58.5 +516 -57.9 +53.0 -57 .4 +515 -57k +511 -516 +51.7 42 ft -77.3 +57.7 -74.2 +582 -72.1 +55.1 -704 +54.3 -610 +516 -679 +53.0 -66.9 +52.5 -66.0 +511 -612 +51.7 44 ft -832 -81.7 +58.3 +56.7 -816 +55.7 -517 +54.8 -59.1 +54.1 -58.5 +53.5 -510 +53.0 -575 +528 -57.1 +522 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 -617 +54.1 -68.5 +53.5 -675 +53.0 -686 +526 -65.8 +522 468 -63.8 -62.3 +58.8 +57k -612 +56.2 -60.3 +513 -516 +54.6 -590 +54.0 -515 +53.5 -58.1 +511 -57.7 +52.7 ,,,,,, - - -78.8 +58.8 -75.7 +572 -73.5 +58.2 -71.8 +55.3 -70A +54.6 -892 +54.0 -682 +53.5 -67.3 +511 -615 +517 48 ft -54.4-62.8-61.7-60.8-60.1-59.6-59.0-58.6-58.2 +594 +578 +56.7 +518 +511 +54.5 +54.0 +518 +53.1 413 ft +594 +578 +56.7 +55.8 +511 +54.5 +540 +536 +53.1 50 ft -84.9 -63.4 +59,9 +58.3 -62.2 +572 -81.4 +56.3 -60.7 +55.6 -60.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 508 -802 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -65.5 -63.9 +60.4 +58.8 -62.8 +57.6 -61.9 +56.8 -61.2 +58.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -592 +54.0 52 ft +60.4 +58.8 +57.6 +58.8 +58.1 +55.4 +54.9 +54.5 +54.0 54 ft -68.0-84.4-63.3-62.4-61.7-61.0-60.5-60.1-59.6 +60.8 +59.2 +58.1 +57.2 +56.5 +55.9 +55.4 +54.9 +54.5 54 ft -81.5 +60.9* -78.3 +6915111 -76.0 +28.111 -74.2 +57W -72.8 +46.5: -71.6 +50* -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 58ft -66.5 -64.9 +61.3 +59.7 -83.7 +58.5 -62.9 +57.7 -82.1 +56.9 -61.5 +56.3 -81.0 +55.8 -60.5 +55,3 -80.1 +54.9 58 ft .1 12143 -78.9: +See 44: +98.5S -Az: +59.4 -4.8: +91/.7• -7.g • +58.5 -4.3 • +815S • -4.4 +57.8 -7,.1 +561 • -7i. +57.1 -71.0 • +55.8 -72.1 +56.6 -70.1 +55.3 -71.1 +56.1 -69.3 +54.9 -70.3 +55,7 60 ft -67.5 -85.8 +622 +60.6 -64.7 +59.4 -63.8 +58.5 -63.0 +57.8 -62.4 +57.1 -61.9 +56.6 -61.4 +56.1 -61.0 +55.7 60 ft -8•3i• .844 +62.2 +60.6 m z -I $' REMARKS WIT ISSUE DRWN CL CHKD FLB DATE, 04/19/06 REVISE FOR 07 FBC TSB FLB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BERNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BERNARDO, RE. "ALTERATIONS, AMMONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY=146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 3* MRH=O-60' BASED ON Kd=0.85 SEE TABLE NOTES FOR ALT Kd UNKNOWN_V RIAB A ES RIB U E WORSTOIE' IS DEFINED AS THE CRITICAL CONDITION OF ANY BELOW. 1. TABLES ARE INTENDED TO DEPICT THE 'WOR SE' USE OF CRITICAL CONDITIONS REQUIRED FOR t.t WITH THES6TA5t5S. 2. FOR SITUATIONS THAT REQUIRE Kd=1.0, TA EVAWES-AR UNDER=DESI, BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WIT rOCAt-MUNI PAInOit ABLE USE 3. USE OF TABLES VALID ONLY FOR BUILDINGS MEAN ROOF HEW'. SHALL BE PERFORMED BY AN ENGINEER AS A SIT SPECIFIC CO ON. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTLCIN,S_EQRSIDOF WEES_LESSIHAN 10° CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) R ,F OrlIEIGHT ASSUMPTION. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE-0R TO A CONS7TIVE 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING-III N IDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN FFECTIVE ''NIIETH THAT N BE LESS THAN ONE-THIRD THE SPAN LENGTH (HEIGHT 2/ 3). US AREA BETWEEN STR CTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUC1IJRAt MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VAWE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR. INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. - _- GENERAL NOTES: ,71 1. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC-13RAWIVG. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNAFtDE. - 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN MaND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FQ APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCEWTTH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCIT'a-FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I=1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USEDNLY. THESE-TABLES NOT VALID FOR HILLY TERFUUN. INTERNAL PRESSURE COEFFICIENT (GCpI=1-/-0.111) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd=0.85 (DIRECTIONALITY FACTOR) WITFI LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. a a 0 ELEVATION I WALL ZONE FIGURES 20117 Et:CAIDA:BUILDING CODE : • • • •• plseE -05-4t1114;-1 • 0 - 60 FT • • • • • 4 • DESIGN LOADS FOR COMPONENTS & CLADDING • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PEAK ROOF HEIGHT MEAN ROOF HEIGHT CISO,.. RI ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 Pii: (954) 354-0660 FAX: (954) 354-0443 WWW.ENGEXP.COM CERT OF AUTH #81386 MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 89 NE 109 ST, MIAMI SHORES FL 33161 [permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW 2LR FL13039.5 +70.0 -100.0 +46.5 -62.2 73 x 515/8 NO NO YES 2 4, 4, 4, 4, 4, -50.4 673/8x621/2 .I. YES 1 x 4 4, 3 J• J• 4. J• J• 4, 4. J, , 06- 0125,07 4, 4 4, 4, 4, 4, 4, - 62,2 721/2 x 50 3/8 4, NO 4, 5 WINDOW DH FL13040.2 +65.0 -80.0 4, 4, 35 3/4 x 491/2 4, 4, 4, 6 4, 4, J• 4, 4, -50.4 4, .I• J• 4, 7 WINDOW 2LR FL13039.5 +70.0 -100.0 4, 4, 73 x 241/2 4, 4, 4, 8 4, 4, -662.2 - _ 521/2 x 241/2 - y .I, 4, 9 WINDOW DH FL13040.2 +65.0 -80.0 4, -50.4 36 x 371/4 4, 4. 4, 10 4, 4, 4, 4, 4, - 62,2 251/2 x 25 4, 4, 4, 11 4, 4, .j, 4, 4, 4, 35 7/8 x 49 3/8 4, 4, 4, ill/Muni Shores Village APPROVED 7ntkilfk i DEPT [ Y DA Ire i� F • 1•• • • . • . • ••• • • • • • • • • • • • - _ • • • • • • • •••• •• • • • • • • • • �.., �t l _ -'1r-_ . ^> r 1 • • • • • • • • • • • • • • •• • SUti. t-U 1 10 UJ V V _ _ _ F'1 _IANR (A dill 1 16�t_G_ G-tilichRt. il� flULC3 AND RC ®d11�i1 ®@l4 - • ■ • • • • • • • a a • • • • ••• • • • • • • ••• _ • • • -_ • • • •• • • • • • • A• •• • • • • • • I • •• • • •• MIAMOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AID (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been design to comply with the Florida Building Code, including the High Velocity Hurricane Zone. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLBR BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 3752901 FAX (305) 375 -29 www.buildingcodeonline. Coro •••• • DESCRIPTION: Series 1"X Heavy Wall Aluminum Tube Clipped Mullion- L.4.1.••• "•••• APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Altlmidum Tubbbfipped Mullion", sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30106, pre . • •b) PGT Industries, • signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Boni: o Renewa•1•i ;:amp with • • • the Notice of Acceptance number and expiration date by the Miami -Dade County Prodtagentrol I V R MISSILE IMPACT RATING: Large and Small Mime Impact • • .. • • LABELING: Each unit shall bear a permanent label with the manufacturer's name otlbgb' city, statt.nn following statement "Miami -Dade County Product Control Approved ", unless othervlts i d herein. RENEWAL of this NOA shill be considered after a renewal application has been filgd and there his Nal no change in the applicable building code negatively affecting the performance of this pr& t.: • TERMINATION of this NOA will occur after the expiration date or if there has been a revision oichange in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration state may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 04. 0528.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. • • • • NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE 'OMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion", Sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a 1x 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" 2. Test reports on. 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configaratign) 80" x 76" mulled together with a lx 4 x std. wall mullion,di3y Fenes6Pah "on • ' Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/4N21 Zsigneeig : • sealed by Antonio Acevedo, P.E. • "Submit"ted under NOA # 04- 0528.05" •••• • • • • ' • 3. Test reports on 1) Uniform Load Static Air Pressure Test, per F13Q SAS 20 94.6 • • 2) Large Missile Impact Test, FBC, TAS 201 -94 • • •••••• • 3) Cyclic Loading Test, FBC, TAS 203 -94 • ..,' • • • along with installation diagram of a pair of fixed alum. windo!wg gti a Iran om• lite • (0 /00 configuration) mulled together with a 1x 2 x 3a" wall veeticalmulliob''d h 2 x . . 6" x 1/4" wall horizontal mullion, prepared by Fenestration Tesling'Leboratory,nc., . • Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio (cevecto, P.E. "Submitted under NOA # 04-0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by POT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 J D. Gascon, P.E. Chief, Product Control Division NOA. No 06. 0125.07 Expiration Date: June 20, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. E -2 • • •••• • • • •• • • • • • • .. • • • •••. • • •••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ANCHORS DETAIL "6", "C" OR 0" AT BOTH ENDS AND AT BOTTOM ANCHORS DETAIL A ANCHORS DETAIL A MULLIONS 011) WI 1 W2 W W = W1-1-W2 H = 1-11 +H2 W = W7 +W2 +W3 (2) WINDOWS MULLED H = H1 +H2 W /ONE ABOVE MULTIPLE WINDOWS MULLED FOR DETERMINING MAX ALLOWABLE W /QNE ABOVE DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE ON PAGES 5, 6 & 7 DESIGN PRESSURE SEE TABLES MAX OPENING = H OR H1 +112 ON PAGES 5, 6 & 7 MULL LENGTH = W OR W1 +W2 M3) MAX OPENING = H OR t11 +H2 442) MAX OPENING = W OR WI-142 MULL LENGTH = W OR W1+1 -W2 +W3 MULL LENGTH = 111 M4) MAX OPENING = W1 +W2 OR W2 +W3 NOTES; MULL LENGTH = H1 1. THE 33 1/3X STRESS INCREASE HAS NOT BEEN USED 1N THE DESIGN OF THIS PRODUCT FOR ANCHORAGE 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE M1J{I.LI •O•A • MA•YIML&1 OF 404 UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: Fa-2902, 2903 AND 2975.' • . •' • ELCO TEXTRON NOA. 04- 0721.01, 03- 0225.05• •ANSI /AF &PA f NDS -2001 FOR WOOD CONSTRIN.mu " • ADM-2000 ALUMINUM DESIGN MANUAL ANCHORS DETAIL 5 ", "C" OR "0" AT BOTH ENDS AND AT BOTTOMS ANCHORS DETAIL "B; "C" OR "0" BOTH ENDS ANCHORS DETAIL 13", G" OR "0" BOTH ENDS DESIG ON PAGES 5, 6 & 7 MAX OPENING = W OR W1 +W2 MULL LENGTH = H TYPE, QUANTITY AND LOCATION, REFER H = H7 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W TO SHEETS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS iNO1S55 &6 Rovistom REFS. • 4 ••• 5. 77415 PRODUCT 1-145 BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE— MENTS OF THE FLORIDA BUILDING CODE. 2004 EDRION Fi,1R• T1K• I11GH V&LOC�AY • •• . HURRICANE ZONE {HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERL X40 7 NIFEr, OAVS• • hi TO THE STRUCTURE. • • • • • •. • • Pf 712 P Z. Sintetural INDU 30/O6 55/06 48/00 1 ' HEAVY WALL, ELEVATIONS 1070 34370 P.O. BOX 1329 NOKOMI^s, R. x4274 ALUMINUM TUBE CLIPPED MULLION Sorbs/moat *Wet Shalt &m eg No. MULLS NTS 1 or 7 6221 • • • • • • • • • • • • • • ••• • • • • • •• •• . • • • • • • • • ••• •. • • • • • • • • •• •• • • PGT 1x MULLIO MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A it ° CHANNEL AND INSTALL AS SHOWN PGT 1x MULLION WOOD BUCK a 2° OR 4° ° MULL- i° MJN. FOR 1" MULL i" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1x MULLION (SO AS NOT TO INTERFERE WITH WOOD BUCK EACH OTHER) REMOVED TO SEE NOTE 3 CONCRETE #12 SCREW, SEE NOTE 3 PGT 1x MULLION 2° OR 4° SEE NOTES 2 & 3 2° OR 4" W000 MIN. [BUCK 2(1 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE .3 MASONRY ANCHOR SEE NOTES 1 & 3 SEE NOT. 1 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 ANCHOR EMBED. SEE NOTE 2 TYP CAL MULLION TO STRUCTURE WITH NOTES: WOOD BUCK. _DETAIL 8" 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE ".:.. IS 2 1/2 ". MIN. EMBEDMENT': TAPCONS 1 1/4 ". CRETE -FLEX 1 3/4" NOT. 1` 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2° 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 4, 41NQ.7 •FQR • • • • • ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SHREWS FOR 0MUtL -• • TO -CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CUIIL JO- Oet.ft+i0 • • • • • • • (MINIMUM OF 2 SCREWS PER CLIP). • • • • ° ' • • • •• • • • •• #12 FH SMS STAGGERED ON OPPOSITE SIDES (90 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 PGT 1x MULLION --- 2h( )1 SEE NOTE 1 • 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR I}CT0NC REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLISAT OI* • CINCH RING • OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS AR NOT••PART WHW. :' S• • APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE A!NT1D OR PlATEt$. • • • 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. : • • • • • • • •1 L• ark. Structural P•t 3�'r raotural MASONRY ANCHOR, SEE NOTES 1 & .3 WOOD BUCK TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "0" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS F.K. arum tar. P.J.P. Dartnptmr 1" HEAVY WALL, CLIP INSTALLATION DETAIL tiooverewawea wesoftwithemlidaide Megbm No. -s r f °.reams Pi kfill111: 1070 1ECHNOLOGY ORNE NOxOML$ FL 325 P.O. BOX 1529 NOKOM1S ?l. 34274 Inc ALUMINUM TUBE CLIPPED MULLION Sarka/MOdat Soak: Stoat: Drawing Nc. MULLS NTS I 2 ar 7 6221 ••• • • • • ••• • • • • • • • • • • • • •el • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1" MULL CLIP (CUP TO OPENING) EXTRUSION DWG /1099 1" MULL CLIP W/TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1x MUU. MULL SIZE 1 x2x3/8 1 x23/4x3/8 1 x 2 .3/4 x 21/32 1 3/16 1 15/16 1 3/6 1x4x3/8 3 3/16 A TWO (2) ANCHOR 0 THREE (3) ANCHOI? © FOUR (4) ANCHOR LOCATIONS LOCATIONS LOCATIONS A/2 MIN r L -A MIN. Q ONE LOCATIONANCHOR 0 TWO LO ANCHOR CATION, MIN.TYP. NOTES: (2)EQ.SP.@ (A- 3/4)/2 MIN. 0 THREE (3) ANCHOR LOCATIONS •• •.• • • • • • •• 1. IMPORTANT: QUANTITY OF ANCHORS S1HOWN AR; FOA • • .• a • • PICTORIAL REPRESENTATION ONLY. FOR CORR T R7 N1ilY OF ANCHORS, PLEASE RereN TO CHgqg�jjl� 1 11Cj 4 0616 SHEETS 5, 6 AND 7. FIND THE CORRECT Tv1 t�L SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN, EDGE DISTANCE APPLIES 10 Akio DIMENSION • SHOWN AS MAX. • • • • • • • • • • • • 3. REFERENCE i S1 REPORTS: FTL -24& 29.9i AID 02965. i • • • • • ••• • • ay, • • • • • • ,f MIN.TYP. (4)EQ.SP.® (A- 3/4)/4 iMIN 0 FIVE (5) ANCHOR LOCATIONS S X (6) ANCHOR LOCATIONS MIN. TYP. paoavcr warm aae®d1igS p•+dl• 510140 1, 1 _.. ..r, TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS • • • Cited L •lock, P.E. PE #29712 Structural IN ey, On= NN P.J.P. 53o/O6 ` O6 0-NO CHG THIS SHT C RECRAW, ADO MMANOTh 4%26 /o0 DeNdptlege 1" HEAVY WALL, ANCHOR LOCATIONS 1070 TEa940.0GY 0RNF NOKO'195 R. 34275 P.O. 90X 1529 1409091S f. 34274 lithe ALUMINUM TUBE CLIPPED MULLION Spdn /Ahd * SwIs: SftQY Drawing No. MULLS NTS 3 of 7 6221 ••• • • • • • • • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • r3 4 1 1 x HEAVY WALL MULLS MAT'L: 6063 -T6 •• ••• • • • • • •• • •• ••• • • • • • •• I• • 1 8 1 ralIKCIIIENEWF,D w IMO* Code • • ••• • NOTE; •• •• •�• ••• f •• ••a 1. REFERENCE TEST REPORT FTL- 2902, 2903 AND. 2$7.5 • • •. �i • • • • PE 4 Cbz P.E. • SWeRauGI OKIVI1 P.J.P. 30/06 n106 4 a /oo MMAWm D -NO CHO THIS SHT Rambo*: C-NO CHO THIS SHT 1 "p HEAVY WALL, MULLION PROFILES 1070 TECMWLOGY OWE AVOWS, FL 3427! P.O. 80% 1528 N 'OLPS FL 34274 ALUMINUM TUBE CLIPPED MULLION Serfor/MetaW, Sean Sheet: Omoing Ra MULLS 1X 4 of 7 6221 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CHART 2. - 1x2.75x.375 QTY. & TYP. ANCHOR CUP TO OPENING CLIP TO MULL 8 OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 (2) A (3) B (3) A (3) (2) A (3) A (2) A (3) A (2) A (3) B (3) B (3) B (3) B (3) B (3) A (3) B (2) A (3) B (3) A (3)B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) A (3) B (4) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3)B (3) B (3) B (3) B (3) B (3) 9 42 48 50.625 64 60 63 68 72 76 78 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 181 170 154 170 150 170 149 170 149 170 149 170 149 170 149 170 170 166 145 131 113 86 73 67 170 161 170 148 170 140 170 136 170 134 170 134 170 134 170 134 170 134 170 170 152 131 113 147 127 112 97 73 170 135 165 126 153 121 148 119 142 118 141 118 141 118 141 118 141 131 116 116 101 107 100 100 96 96 93 93 92 92 92 92 92 92 112 99 90 90 84 84 80 80 77 77 76 76 76 76 76 76 97 86 85 77 77 72 72 68 68 66 65 64 64 63 63 63 73 85 85 58 58 54 54 50 50 48 48 46 46 45 45 44 84 90 96 108 111 54 43 36 25 73 67 54 43 36 25 62 62 54 54 49 49 45 45 42 42 40 40 38 38 37 37 36 57 45 37 30 21 57 50 50 45 45 41 41 38 38 36 36 36 35 33 33 32 63 44 38 32 45 40 40 35 35 32 32 30 30 28 28 27 27 26 28 24 24 19 15 37 32 32 28 28 28 26 24 24 22 22 21 21 20 20 19 30 26 28 23 23 21 21 19 19 18 18 17 17 16 16 15 21 18 18 16 18 23 23 19 19 17 17 15 15 CHART 1. • lx2x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 CLIP TO OPENING (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) B (2) B (2) 6 (2) B (2) B (2) B (2) B 120 130 160 (2) A (2) A (2) A (2) B (2) B (2) B CLIP TO MULL 42 48 50.625 84 60 83 se 72 78 78 (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B 155 142 134 129 116 107 115 100 91 94 Si 73 130 130 130 130 130 130 130 102 100 99 ' 99 99 99 99 85 82 80 80 80 80 80 68 64 63 62 62 82 62 87 58 51 58 50 38 49 43 32 44 38 29 47 44 42 41 41 41 41; 40 37 35 34 34 34 34 34 32 30 29 28 28 28• 32 27 24 26 24 22 21 20 20 20 22 20 18 17 17 18 16 30 25 22 20 18 17 16 15 15 • •• 84 24 20 17 16 90 19 18 .• • 96 16 • ••• • • • • • • • ••• • • Vertical Mull Mug Length I_OpeningA Width Horizontal Mull Opening I Width L MuII Length L Multiple Mulled Units NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A 77ME. SEE SHEET 1 3. REFERENCE TEST REPORT F7L -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") 8. 1/12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. • • • • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS • • • • / • •• z A • Flt 30/08 MHO. SFIT 575/06 C- MARKED RWVIS10NS .•• • * • • •• • .• •• • • • • • • • • • • • •/• .. • • • • PE3 @713 5tnwt x�aI 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, A. 34274 ALUMINUM TUBE CUPPED MULLION se::eaJ o' 1 Scala: meet Dradng No. MULLS NTS 5 ar 7 6221 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CHART 3. - 1x2.75x.650 'QTY, & TYP. ' ANCHOR 50 OPENING WIDTH IN INCHES 60 70 80 90 100 110 f20 130 180 CLIP TO (3) B (2} A (3) B (2) A ) B {2} A (3) B (2) A (3) B (2) A (3) B {2} A (3) 8 (2) A (3) B .(2) A (3) B (2) A (3) B (2) A OPENING (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B LIP MULL L (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) 13 MULL a 2 42 170 170 170 170 170 170 170 170 170 ' 170 170 170 170 170 170 170 170 170 170 170 48 170 170 160 170 148 169 141 161 138 158 137 157 137 157 137 157 137 167 137 157 50.628 166 170 148 169 136 156 129 148 125 143 123 141 123 141 123 141 123 64 152 170 135 155 124 142 116 133 112 128 109 125 108 124 108 124 108 60 133 152 117 134 106 122 99 113 94 107 90 103 88 101 88 100 63 125 143 110 126 99 114 92 105 87 es 83 95 81 93 80 91 68 118 135 103 118 93 107 86 97 81 90 77 85 75 82 73 80 141 123 141 72 78 78 106 108 92 81 81 73 73 67 63 63 60 58 91 91 77 77 68 68 61 61 56 56 52 49 49 47 47 84 84 90 96 108 111 67 84 67 71 71 63 51 51 48 48 45 57 57 50 40 40 37 37- 35 45 35 43 33 54 54 46 46 40 40 36 32 ' 30 30 28 28 26 44 44 31 31 29 29 , 38 26 24 38 33 26 23 24 21 33 29 29 23 20 20 21 18 18 26 26 24 24 23 18 18 17 17 15 17 17 15 16 - 23 21 21 88 80 73 56 46 42 32 25 20 124 100 91 79 108 88 80 73 124 100 91 79 56 58 56 46 45 42 40 40 32 30 30 25 23 23 20 18 18 15 Vertical Mull Length I 1 r Width Horizontal Mull 1-7 t ythg Mull Length Multiple Mulled Units 7 Mull Length ---t• • • • • OAWeg••• • NOTE ; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4' TAPCONS, EMBED. (1 1/4 ") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4'9 B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. •• • • • • • •• TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS • • • • •• •• • •/ • 0041 •.• • • • • • •• •• • • w-- •.••. ••• •• • •Rebart L•C?o9c, P.E.• PE 039712 Skrvcfui' I 5 *A0 /OS D--1 CHG 1745 SHT 5�5/O6 MB /00 REVISIONS Oaralpflom 1" HEAVY WALL, PRESSURE CHART 3 1070 TECHNOLOGY 061E NOKOMS, iL 34275 P.O. SOX 1529 NOKOMIS h2 34274 ALUMINUM TUBE CLIPPED MULLION Serba/HOde MULLS NTS Sinai 6 6221 Rev: 4141• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •. • • • •. •• 4141• • • • •0• • • CHART 4. - lx4x.375 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL& 42 45 50.625 54 0 50 (2) A (4) B (3) A (6) B z (5) B 170 170 170 170 170 170 170 170 170 170 170 72 76 78 84 90 96 108 111 144 170 170 154 170 144 140 128 112 170 170 138 112 (2) A (3) A (4) B (6)B (5) B (5) 170 170 170 170 170 170 170 170 170 170 159 170 150 170 134 170 125 160 121 148 111 117 95 95 GD OPENING WIDTH IN INCHES (2) A (4) B (3) A (6) B (5) B (5) B 170 70 170 170 170 170 154 144 A©, 120 165 112 140 108 129 98 102 82 (2) A (3) A (4) B (6) B (5) B (5) B 170 170 170 170 170 170 169 170 143 170 133 170 125 170 110 148 102 128 99 118 90 92 74 74 90 100 (2) A (4) B (3) A (6) B (2) A (4) B (5)B 170 (3) A (6) B Can: 170 170 170 110 120 30 160 (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) f (4) B A .ft (2)A (4) B (3) A (6) (5) B (5) 170 170 170 170 170 170 (6) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 162 136 170 170 170 170 158 131 170 170 170 170 157 128 170 170 170 170 157 127 170 170 170 170 170 170 170 157 127 170 170 170 126 170 170 117 116 166 116 165 116 92 106 112 108 150 108 105 98 127 120 91 115 90 108 102 83 98 89 81 112 95 87 99 83 93 80 89 77 69 69 IKE 66 67 62 62 92 92 64 59 64 78 54 78 67 67 60 54 47 47 42 54 54 42 37 37 60 60 50 58 47 32 58 87 165 66 62 47 44 44 42 32 28 62 42 28 48 62 48 38 26 38 26 59 50 43 43 38 38 34 34 31 31 29 29 27 27 26 26 23 23 27 27 22 19 19 17 17 15 15 Mutt Length 1_,Opening_ Width Horizontal Mull Open 1"Mu� Length U Multiple Mul ed Units Length •• 9 • • Opening • Width • • NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 290.3 AND 2975 4. ANCHOR TYPES. G ELCO 1/4" TAPCO WED. (1 1/4) OR EMBED. (1 3/4) B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. •• • • • • • •• • • - 1—• - •—r–.- • • • •,f •• •• • •. • ••• ••• • (�. • • • • • • • • • • • • • • • • • • a • • • • • • • •• •• • •• • •• • ••• • • -:Mnr, Ql��{..�P.E.•• • �E. ,qvl strucWroA TO BE USED ONLY WITH PGT INDUSTRIES- PRODUCTS tar' 0 /o6 5 fl THIS SHT A FK ts'N /OS j-rAtk.MARKED REVISIONS Oros" P.J.P. 48/00 Dettartptont 11HEAVY WALL, PRESSURE CHART 4 1070 TECHNOLOGY ERNE NOHOYIS. FL J4.275 P.O. 80X 1529 NOKOAMIS. FL 34274 ALUMINUM TUBE CLIPPED MULLION Series /aodth MULLS Same: NTS Shoat: 7 9, 7 Droving Na. 6221 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online hitp: / /www.ilaridabullding,org/pr /pr app dtl.aspx?paramwGEVX... BQS Home Log In User Reglsti dtbrr Hot Tcpies ? Submit Surcharge 1 Stats & Pacts I Pubicattans • FBC Staff ; BCE Ste Map E Links Search Cornmur Affairs Product Approval UBeR: Pub User Product Agpmval Menu > Product or App6catan Search >Asurtgad j4a > AppUCatipn petal FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method PGT industries 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 22318 druark @pgti ndustries.com Robert Clark bclark @pgtindustries.com Robert Clark 1070 Technology Dr. Venice, FL 34275 (941) 480-1600 Ext 21106 bdark@pgtindustries.com Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) • • • • • •• • • •••• • • •••• • • •• •• • • • • • •••• • • •••• •••• • • • •• • • •••• • • •••• •• • • • • •• • • • • Evaluation Report from a Florida RegisteP@ lechgect or $ Licenjed Florida Professional Engineer Evaluation Report - Hardcopy Received Luis Roberto Lomas PE -62514 Keystone Certifications, Inc. 12/31/2011 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL13039 RO COI 511381 od( AAMA/WDMA/CSA 101/I.S /A440 ASTM E 1886 ASTM E 1886 ASTM E 1996 ASTM E 1996 TAS 201 TAS 202 TAS 203 • year 2005 2005 2002 2002 2005 1994 1994 1994 • • • • • • • • • • • • • • • • 1 of 3 2/15/2011 2:33 PM Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products http : / /www.flaridabuilding.argpr /pr app dtl.aspx?paraln- ~wGEVX... Method 1 Option D 09/09/2009 09/10/2009 09/21/2009 10/13/2009 FL # Model, Number or Name Description 13039.1 2LT HR2710 PVC Horizontal Roller 2LT HR2710 PVC Horizontal Roller 74 1/4" x 53 1/4" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60 / -65 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP-1) 13039.2 2LT HR271OM PVC Horizontal Roller Installation Instructions FL13039 RO II 08- 00838.0df Verified By: Luis Roberto Lomas, P.E. 62514 Created by independent Third Party: Yes Evaluation Reports FL13039 RO AE 511381.odf FL13039 RO AE NOA 05- 1208.02 Dupont PVB.pdf Created by Independent Third Party: Yes ••• • 2LT HR2710M PVC Horizontal•Roller•74 1/4" x fi3►l "i • • • •• • •••• Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60 / -65 Other. Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) • Installation Instructions • • • • FL13039 RO II 08- 00839.pdf • • Verified By: Luis Roberto LomasL P.E. 62514 Created by Independent Third dart •Yes • • • • • • Evaluation Reports •••• • • • • FL13039 RO AE 511382.pdf• • • • FL13039 RO AE NOA 05- 129 §.192 D .�upont Pbl clf• • Created by Independent Third ParTy: Yes • 13039.3 2LT HR2710MI PVC Horizontal Roller Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: Yes Design Pressure: +65/ -80 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) • • 2LT HR2710MI PVC Horizontal Roller !4 1/4" $oj J.:4; • • • • • • installation Instructions • • • • • FL13039 RO II 08- 00840.pdf • Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports ,FU3039 Ro 48 511383.pdf FL13039 RO AE NOA 05-1208.02 Dupont PVB,pdf FL13039 RO AE NOA 07- 1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes 13039.4 2LT HR271OM1 PVC Horizontal Roller 2LT HR2710MI PVC Horizontal Roller 74 1/4" x 76" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +651 -80 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) Installation Instructions FL13039 RO II 08-00841.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511384.odt FL13039 RO AE NOA 07- 1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes 2LT HR2810MI Horizontal Roller 2LT HR2810MI Horizontal Roller 74 1/4" x 63 1/4" Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant~ Yes Installation instructions FL13039 RO II 08- 00842.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes • • • • • • • • • • • • • • • 2 of 3 2/15/2011 2:33 PM Florida Building Code Online http: / /www.floridabuilding.org/pr /pr app dtl.aspx?param—wGE'VX... Design Pressure: +70/-100 Other: Refer To Installation Instructtons For Smaller Sizes Design Pressure Ratings. Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) Evaluation Reports FL13039 RO AE 511385.odi FL13039 RO AE NOA 07- 1116.04 Dupont SGP.odf Created by Independent Third Party: Yes 13039.6 J 3LT HR2710MI Horizontal Roller 3LT HR2710MI Horizontal Roller 130" x 63" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: Yes Design Pressure: +65/-65 Other; Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) Installation Instructions F113039 RO II 08- 00843,pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports 4.13039 RO AE 6113864pdf FL13039 RO AE NOA 05- 1208.02 Dupont PVB.odf F113039 RO AE NOA 07-1116.04 Dupont SGP.odf Created by Independent Third Party: Yes 13039.7 3LT HR2810M1 PVC Horizontal 3LT HR2810MI PVC Horizontal Roller 130" x 63" Roller Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/ -100 Other: Rigid PVC From LB. Plastics AAMA Certified (LBP -1) Installation Instructions FL13039 RO II 08- 00844.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511387.odf FL13039 RO AE NOA 07- 1116.04 Dupont $GP.odf Created by Independent Third Party: Yes wort Department of Comma: y A1feks skwfda Budding Code One Codes and Standards 2555 Shunrard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 467 -1824, Fax (850) 414 -8436 P 2000 -2010 The State of Florida. AS rlehta reserved. •••• • • • • •••• • • • • •• • •••• • • • • • •• • • • • • pay statement l Cogrrl Statrmer t 1 3 adttle.geftatar2 I LiaternecSemiclaacoo YGordacr Us • • • • • • • • • • Product Approval Acceptor •••• • • • • • • veCtrrirUNiEr2,14 •,- Cre4'gAVE •• • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • •• • • • • • 3 of 3 2/15/2011 2:33 PM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville, NC 27012 Report No.: 511385 336 - 945 -9695 Manufacturer. PGT industries 1070 Technology Drive Nokomis, FL 34275 Product Line: 2LT HR2810MI PVC Horizontal Roller Window Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 98- 72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code including the HVHZ. Supporting Technical Documentation: 1. Approval document: drawing number 08-00842, titled 2LT HR2810MI PVC Horizontal Roller Window, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test Report No. NCTL 210 - 3638 -1, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, +70.0/- 100.0psf design pressure, 12psf water infiltration TAS 203-94 Cyclic Pressure Loading, +80.01- 140.Opsf design pressure 3. Test Report No. NCTL 210 - 3638 -1A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL AAMA/WDMA/CSA 1011I.S.2/ A440 -05 Design pressure: +70.0 /- 1OO.0psf Water penetration resistance: 12psf ASTM E 1886-02/ -05 and ASTM 51996- 021-05 •••• ASTM E 1886/E 1996 Large Missile Impact Test, Level 0, Wind Zone 4 • • ASTM 518861E 1996 Cyclic Load Test, +80.01- 140.Opsf design pressure • •'. •••• • 4. Anchor calculations, report number 511385 -1, prepared, signed and seated by Luis Roberibtorrfas P.E. • •; •. '. 5. Comparative analysis, report number 511385 -2, prepared, signed and sealed by Luis Ro!esMkernas P.E!• • • • Limitations and Conditions of use: •••• •••• • • • Maximum design pressure: +70.0 /-100.Opsf (See charts in approval document tot Inger units !mss)' • Maximum overall size: 74 14" x 63 1/" • • • • • • Maximum D.L.Q.: 313/ "X54 %4." ••••.• •••••• • Units may be glazed with: • • o 7/8" IGU consisting of outboard laminated lite consisting of: 1/8" HS — 0.090° Self y UasPlus —1/8P • • • HS — Air — inboard lite 1/8" Temp, or • • • • o 5/16" monolithic laminated glass consisting of: 1/8" HS — 0.090" Sentry GlasPlug — vr i-IS, pei•ASTM • • 51300, • • • • • • • • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be extruded white rigid PVC .075" thick. • Sash material to be extruded white rigid PVC .070" thick. Installation: • Units must be installed in accordance with approval document, 08 -00842 Certification of independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 n. 0 / 4 a, • TAT O F r4,,� 44 Az ltOk Luis R. Lomas, P.E. FL No.: 82514 09/09/2009 l 6" MAX. 63.25" MAX. UNIT HEIGHT 6" MAX. 12" MAX. O.C. 6" MAX. 74.25° MAX. UNIT WIDTH 10" MAX. O.C. 31.75° MAX. D.L.O. 36.25" PANEL WIDTH — 6" MAX. 31 54.75" MAX. D.L.O. 59.25" PANEL HEIGHT 2LT HR2810MI HORIZONTAL ROLLER WINDOW ltnl 24.0. DESIGN PRESSURE HAMS IMPACT RATING 4- 70.0 PSF -100.0 PSF LARGE AND SMALL SOME IMPACT Maximum Baskin pram+ra eap•ctty chart OLr NS 18088 PVC 8ortsw,ol Sliding Wladow I*'"IT" i` T'1Tr8 1. sIF"m7� i f �.'T1�4 IrZ70IMI I MEIM r l Er3 116=3 1:13110:11 Li JI " iL'Z7E 114OE ILLIMIE22111113 LLB ILUII IL-MUM ? 1400 [.:['1IS:ilmfIIIIII 'i1i :Ili::E71ICSIILTi:1iY i7 ILV2110311 &1 E:d7110311 :il ' ' 'R.•'EJEXI 14 10:1151 :/1 Cal f I �� L 'I I IiiHE ,, [ MiLPaIr [�ZimICILLa1lfJ�IIIiL31i#IU�i7 100.0 800 42.0 800 /N®4er al 48800808r BaklsaaehoraBast ;itsaoodttr Orr ,Mt GUURawsw MUM UNI! &la I111>`*AicUTh T l�E!llrIl Illnit �i1•EI1�n'ii kCZ) ILEUM l l3■mumur<sms Z •mp• »A170 Eism=l11171i wsic Il: 3l1l7 �I MILAI �! °!i!t!i! IIThilE�� 1111011t11 iE0iM0W =4 rx..,11111111111311111211111111111111LIMIMM IRS 11011111M liaillIENIILIIMIIIIIUMIPittith1104111MIUMPIno, omegaIner.ar amnia ICE wawa lil(i. < °amt7►;ir'ir.a NOTES: 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) • • mate QF Cd1AINTS •i • • • .• 12) 3) 00,00088 REV DESCRDRID1 APPROVED THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE INCLUDING THE HVHZ WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL W000 FRAMING AROUND WINDOW. UNITS MUST BE GLAZED PER ASTM E1300 SEE SHEET 5 FOR APPROVED GLASS. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND -BORNE DEBRIS REGIONS. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 ". FOR INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. FOR INSTALLATION INTO CONCRtit /MASONRY U 3/16" il}N TAPCO 1TH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIM - - ' • SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. FOR ANCHORING INTO METAL FRAMING USE #10 TEK SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE FRAME THICKNESS. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ALL FASTENERS TO BE CORROSION RESISTANT. 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 BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 6-.0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM 0 -90, GRADE N, TYPE 1 (OR GREATER). D. METAL FRAMING - 16GA (.060) MINIMUM THICKNESS ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. FRAME AND SASH MATERIAL: RIGID PVC PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 SHEET NO. DESCRIPTION 1 2 - 4 5 ELEVATION AND WON, 4 RA 449TES • • • • • • • • • • • • • • • r INSTALLATION DET4.S COMPONENTS AND:04A1.00AI. • • •• SCALE NTS !DATE 09 %02 /09 Jam` 1 OF 5 • • • • 2LT HR2810MI PVC HORIZONTAL I,OLLER WINDOW 74 1/4" x 63 1/4 ELEVATION AND NOTES 1 DWG NO. 08 -00842 ••• • • • • • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • •• •• • • 18, 2.50" MIN. EDGE DISTANCE 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT .25" MAX. SHIM SPACE EXTERIOR RIGID FILLER 3/16" TAPCON INTERIOR EXTERIOR 1X BUCK PT 1.25" MIN. EMB. INTERIOR 3/16" TAPCON RIGID FILLER .25" MAX. r SHIM SPACE 4 2.50" MIN. EDGE D�SI SILL RE7FJMASCNRY FLANGE INSTALLATION CONCRETE/ MASONRY BY OTHERS PERIMETER SEAL BY OTHERS Mil 1dir[FCJ .25" MAX. f -4 %' SHIM SPACE +I`I� 111'4 �II (-11) r 1 3/8" MIN. EMB. EXTERIOR RIGID FILLER #10 WOOD SCREW INTERIOR HEAD & JAMS WOOD FRAMING OR 2X BUCK FLANGE INSTALLATION HEAR SHOWN JAMBS MILAN EXTERIOR INTERIOR WOOD FRAMING OR 2X BUCK BY OTHERS #10 WOOD SCREW RIGID FILLER .25" MAX. V SHIM SPACE PERIMETER SEAL BY OTHERS SILL WOOD FRAMING OR PX BUCK FLANGE • • •RN TAIIATLOit • • •• • • • • •• ••• • • Y• • • ••• ••• • • • ••• •• • • • • • 1 3/8" MIN. EMB. •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • ••• • • • •• REVISIONS REV DESCRIPTION DATE APPROVED METAL STUD 16GA MIN BY OTHERS .25" MAX. SHIM SPACE RIGID FILLER #10 TEK SCREW EXTERIOR INTERIOR HEAD & JAMS METAL FRAMING FLANGE INSTALLATTON HEAD SHOWN JAMBS SIMILAR EXTERIOR #10 TEK SCREW RIGID FILLER .25" MAX. SHIM SPACE 0 \i METAL FRAMING 16GA MIN BY OTHERS SILL METAL FRAMING FLANGE INSTALLATION 4- POT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 • • 4 • • • 4 • • 2LT HR281OMI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" FLANGE INSTALLATION DETAILS DRAWN: R.L 1 DWG N0. 08 -00842 SC X NTS PAlt 09/02/09 Ia1E.Er2 OF 5 [RF/ Oil IMO ,.,41*41)(45(4.;*1.;- i1••:410RtitA ` ••• • • • • • • • • • • • • • •• •• ••• • • Nir �'" 2.50" MIN. t EDGE DISTANCE 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT EXTERIOR .25" MAX. j SHIM SPACE RIGID FILLER 3/16" TAPCON INTERIOR HEAD & JAMB CONCRETE/MASONRY FOX FRAME INSTALLATION HEAD SHOW JAMBS SIMILAR 3/16" TAPCON RIGID FILLER .25" MAX. SHIM SPACE 1X BUCK PT 1.25° MIN. EMB. • � a 2.50" MIN. EDGE DISTANCE SILL CONCR F75MASONRYBOXFRAMEINSTALLATION WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8" MIN. EMB. 25" MAX. ,J SHIM SPACE EXTERIOR RIGID FILLER #10 WOOD SCREW INTERIOR HEAD & JAMB WOOD FRAMING OR 2X BUCK BOX FRAME INSTALLATION HEAD SHOWAt JAMBBS/MAL4R WOOD FRAMING OR 2X BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS • • • #10 WOOD SCREW RIGID FILLER .25" MAX. r SHIM SPACE SILL WOOD FRAMING OR 2X BUCK BOX FRAME • • •INGTALiA71OW • • • • • • • • • • • •_ • • • • • • •• • • • • •• ••• •• • • • •• 1 3/8" MIN. EMB. ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • REVISIONS REV DESCRIPTRIN APPROVED METAL. STUD 16GA MIN BY OTHERS EXTERIOR INTERIOR HEAD & JAMB METAL FRAMING BOX FRAME INSTALLATION MAO SHOWN, JAMBS SIMILAR EXTERIOR 11 .25" MAX. SHIM SPACE RIGID FILLER #10 TEK SCREW INTERIOR #10 TEK SCREW METAL FRAMING 16GA MIN BY OTHERS SILL METAL FRAMING BOX FRAME INSTALLATION RIGID FILLER .25" MAX. { SHIM SPACE PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 • • 1 • 1 • • 2LT HR2B1OMI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 83 1/4" BOX FRAME INSTALLATION DETAILS DRAW% R.L IDWG NO. 08.-00842 REV NTS I DATE 09/02/09 1'3 OF 5 ••• • • • • • • • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • 2.50" MIN. rEDGE DISTANCE 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT EXTERIOR EXTERIOR .25" MAX. J SHIM SPACE RIGID FILLER 3/16" TAPCON INTERIOR HEAD & JAMB CONCRETE/MASONRY FININSTALLATION HEAD SHOWN, JAMBS SIMILAR INTERIOR 3/16" TAPCON RIGID FILLER 1X BUCK PT 1 1.25" M1N. EMB. t Q 4 I 2.50" EDGE DISTANCE 4 SILL OONCRETEIMASONRY FRY INSTALLATION .25" MAX. r SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS SHEATING BY OTHERS EXTERIOR EXTERIOR 1.38" MIN. EMB. .25° MAX. SHIM SPACE RIGID FILLER #10 WOOD SCREW INTERIOR & JAMB WOOD FRAMING OR 2X BUCK FIN M TALLAT1ON HEAD SNOwV, JAMBS SIMILAR INTERIOR #10 WOOD SCREW RIGID FILLER REVISIONS DESCRIPTION 1 DATE 1 APPROVED METAL STUD 16GA MIN BY OTHERS .25" MAX. F SHIM SPACE RIGID FILLER #10 TEK SCREW HEAD & JAMB METAL FRAMING FIN INSTALLATION HEAD SHOWN, JAMBS SMIL4R EXTERIOR I j i 1� .25" MAX. SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS SHEATING CONCRETE / BY OTHERS MASONRY BY OTHERS 1.38" MIN. EMB. SILL • s i 9 O2iBUGK(D INFAhlAl • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• ••• • • • ••• • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• INTERIOR #10 TEK SCREW RIGID FILLER .25" MAX. SHIM SPACE METAL FRAMING 16GA MIN BY OTHERS SILL METAL FRAMING AN INSTALLATION -T PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" FIN INSTALLATION DETAILS DRAWN: R.L. DWG NO. 08 -00842 SCALE NTS PATE 09/02/09 IT4 OF 5 ••• • • • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • 0. • • • • • • • • •• •• ••• • • 3.06° 4.455° E3 .33" 1.56" E�- -pis. 5° HEAD & JAMB (8301) VINYL PVC _OM THICK 1.83" .224° 3.06" 4.455" SILL (8303) VINYL PVC .076" THICK .224" 1.27" r- 1.295" HS INSERT (NC -RW-PR -118) 6063- TS ALUMINUM .065' THICK REVE11DNS REVI DESCRIPTION DATE J APPROVED VER77CAL STIFFENER (NC-OW-PR-11g AL UMW UM 6063 -T 5.08" THICK 2.196" t D J 2.2" ,g3° 76" 2.2' 2. 1.13° 1.476" ❑ 1.41 I11 } INNER INTERLOCK RAIL (8308) OLII tH INTERLOCK RAIL (8307) HORIZONTAL SASH (83051 VERTICAL SASH (8308) VINYL PVC .07* THICK 1.476" VINYL PVC .07* THICK 313" .125° HS .125" HS .090° SENTRY .090" SENTRY GiASPLUS GLASPLUS .125" HS .125" HS EXTERIOR INTERIOR EXTERIOR SIKAFLEX 552 GLASS TYPEA SIKAREX 552 GLASS TYPE B VINYL PVC.07" THICK -1 1.04" .8" STIFFENER (ST 7B) 160.4 QALVANIZEDSTEEL FIN ADAPTER VINYL PVC .062° THICK 5/16" PLAIN BEAD (8321) VINYL PVC .00° THICK 1.052" .265" VINYL PVC .07"THICK 1.78 "f .4° #. SASH INSERT (NC -RW-PR -117) 6083 -T 5 AL UMINUM .085" THICK 1.69" -1 .985" .L� 7/8" LIFT BEAD (8324) VINYL PVC .06°T HICK 5/16 " LIFT BEAD (8320) VINYL PVC .06°THICK .265" � -.14" .985" 4 ---_T _I. SILL TRACK 7/8" PLAIN BEAD (8325) ALUMINUM 6063- T5.06"THICK VINYL PVC .05" THICK •• ••• • • • • • •• • •. • • • • • • • • •• ••• •• • • • •• ••• • • •• ••• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • • k-"{ 1.279" T 1+ 15° R EGID FILLE R VINYL PVC .IS"THICK I. l .797° .15 "� RIGID FILLER VINYL PVC .15"THICK PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" COMPONENTS AND GLAZING DETAILS DRAWN: R.L. COO NO. 08 -00842 SCAL NTS PATE 09/02/09 ism-15 OF s ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• • • Florida Building Code Online http://www.floridabuildingorg/pr/pr app dti.aspx?palfan GEVX.. BclS Home I Log Tri I Use Reghtration ; Hot Topics I Submit Suraiarge f Stals &Pacts i Pub&atknis j P C Staff ; BC S Site Map 1 Licks Search Product Approval USER: Public Use Product Aco oval MUM > HIldigteLlIDAShikablia > SOLICSIUSS.Ura > AppB®tion DEB' FL* Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone /Email PGT Industries 1070 Technology Drive Nokomis, FL 34275 (941) 486 -0100 Fxt 22318 druark@pgtindustries.com • • •• Authorized Signature Robert Clark • • •••• bclark@pgtindustrles.com • • • • •• • •••• • • • • • •• • • • • • Technical Representative Robert Clark Address/Phone /Email Quality Assurance Representative Address/Phone/Frnai I Category ' Subcategory Compliance Method 1070 Technology Dr. •••• • • • • • • Venice, FL 34275 • • • • (941) 480 -1600 Ext 21106 •••• • • • • • • bdark @pgtlndustries.com • • • • • • • • •• •• •• • • • • • • • • • • • • • • •• • • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL13040 RO COI 511388.pdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2 /A440 2005 ASTM E 1886 2002 ASTM E 1886 2005 ASTM E 1996 2002 ASTM E 1996 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 • •• • • • • 1 of 3 2/5/2010 8:30 AN Florida Building Code Online hnp://www.floridabuilding.org/pr/pr app ddI.aspx?param=wGEVX. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 09/09/2009 09/10/2009 09/15/2009 - 10/13/2009 FL * Model, Number or Name Description 13040.1 DH2760 PVC Double Hung DH2760 PVC Double Hung 53 1/4° x 78" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/-80 Other: Refer To Installation Instructions For Smaller Sizes Design Pressure Ratings. Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) Installation instructions FL13040 RO II 008- 00845.Pdf •, • •I Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes • • • • Evaluation Reports . FL13 RO AE 511388odf • - • • . FL13040 RO AE NOA 05- 1208.02 Dupont p0i:1:# .FL13040 RO AE NOA 07a1.1i.6.64i DuPont PEP.Dilf Created by Independent1 Lj krty: Yes . 13040.2 DH2860 PVC Double Hung • •• DH2860 PVC Double Hung•53 1 /4 "ec 78" • a • •••• ass. • - Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant~ Yes Design Pressure: +65/ -80 Other: Refer To Instaliatlbri• Instructions For Smaller Sizes Design Pressur&Ratings. Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) Installation Instructiongi • • • FL13040 RO II 008- 00845.sdf • • • • • • • • • Verified By: Luis Roberto etimas,•P.E. 62514! Created by Independent Th Rd P: Yes • Evaluation Reports . • • • FL13040 RO AE NOA 05 204.2 DuDOn! PVB.Pdf FL13040 RO A NOA 07- 1516.04 Duoon= §M . Created by Independent Third Party: Yes • 13040.3 DH2860 PVC Oriel Double Hung DH2860 PVC Oriel Double Hung 53 1/4" x 78" • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/ -80 Other: Rigid PVC From L.B. Plastics AAMA Certified . (LBP -1) installation Instructions FL13040 RO II 08- 00846.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports fL13040 RO AE 511389.adr FL13040 RO AE NOA 05- 1208.02 DuPont PVB.pdf FL13040 RO AE NOA 07- 1116.04 Dupont SGP.Pdf Created by Independent Third Party: Yes nepertm0ar of Aftb•s F1mrida Code oak* ark1Stoodards 2555 Strumard Oak Boulevard Taffahasse4 Florida 32399 -2100 (850)487-2824, Fax (850) 414-8436 ® 2000 -20W The State of Florkle. A9 rights reserved. acv &atemeet I Cnesientnat I Smostte.fiwtennt 1 ice^ Software I eseametSacnathavre 1 Contact Us Psodctk Approval Accepts: IMRE •••• • • • •• •• • •••• • ••• • • ••• •••• • • • •••• • •••• • 2of3 2/5/20108:30 AA Florida Building Code Online hfip : / /www.floridabuildingorg1pr /pr app dtl.aspx?param-- wGBVX. •••• • • • • •••• • •�• • .• • •••• • • • • • •. • • • •••• •••• • • • •••• • •••• • • • . • •• • • • • • • •• • •• •. • • • • • • • • • • • • • • • • • • • . • 3 of 3 2/5/2010 8:30 ,A14 L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336 -945 -9695 Manufacturer: Product Line: Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code. Product description: PVC Double Hung Window: Frame and sashes stiles are constructed from rigid PVC. Frame comers are of welded comer construction. Sashes stiles share same extrusion and each member Is reinforced using a steel channel. PGT Industries 1070 Technology Drive Nokomis, FL 34275 DH2760 PVC Double Hung Window DH2860 PVC Double Hung Window Engineering Evaluation Report Report No.: 511388 Supporting Technical Documentation: 1. Approval document: drawing number 08-00845, titled DH2760 and DH2860 PVC Double Hung Window, prepared, signed and sealed by Luis Roberto Lomas P.E 2. Test Report No.: NCTL-210-3637-1 signed and sealed by Gerard J. Ferrara, P.E. National Certified Testing Laboratories, Orlando FL Flange installation, Fin Installation and Box Frame Installation •••• TAS 201 -94 Large Missile impact Test • • TAS 202 -94 Uniform Static Air Pressure, +65.0 psf180.0 psf design pressure, 15;0 (water infi try:.n. TAS 203-94 Cyclic Pressure Loading, +65.0 psf/ -80.0 psf design pressure. • • • 3. Test Report No.: NCTL - 210- 3637 -1A signed and sealed by Gerard J. Ferrara, P.E. • National Certified Testing Laboratories, Orlando FL Flange installation, Fin Installation and Box Frame Installation• ASTM E18$6-02105 and ASTM E1996 -02/05 ASTM E18861 E1996 Large Missile Impact, Level D, Wind Zone 4 ASTM El 886/ E1996 Cyclic Load Test +65.0 psf/ -120.0 psf, 15.0 psf water infilfrrrtjdh • AAMA/WDMA/CSA 101/I.S.2/A440 -5 Design pressure: +65.0psf/- 80.0psf Water penetration resistance: 15.0•ps . • 4. Anchor calculations, report number 511388 -1, prepared, signed and sealed by Luis Robert Loma P.E. 5. Comparative analysis, report number 511388 -2, prepared, signed and sealed by Luis Roberto I,dhdas P. • .••• • • •••• •• • • •••• • • •••• •• • • • • •• • • Limitations and Conditions of use: • • Maximum design pressure: +65.0psfl- 80.0psf (Refer to approval document for smaller units design pressures) • Maximum overall size: 53 Wx78 "' • Maximum D.L.O.: 46 7/8 "x35'/° • DH1000S units must be glazed with 7/8" IGU consisting of: outboard laminated lite consisting of 118" HS — 0.090" Sentry Glass Plus —1/8" HS — Air — inboard lite 1/8" Temp. • DH1000P units may be glazed with: • 7/8" IGU consisting of: outboard laminated lite consisting of 1/8" HS — 0.090" DuPont Butacite PVB — 1/8" HS Air — inboard lite 1/8" Temp • 7116° laminated consisting of 3/16" Ann — 0.090" DuPont Butacite PVB — 3/16" Ann • 5/16" laminated consisting of 1/8" HS — 0:090" DuPont Butacite PVB — 1/8" HS • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind -bome debris regions. • • Frame material to be extruded white rigid PVC .075" thick. • Sash material to be extruded white rigid PVC .070" thick. Installation: Units must be installed in accordance with approval document, 08- 00845. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the products) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 • • • • • • • ••••. • • • • • • • • • .11:V • :171 1 net:S4( " ,116;* 1:1:0•Z 4.49 .trptirstl I '41 ***1 "ay Luis R. Lomas, P.E. FL No.: 62514 09/09/2009 oroin 6" MAX.*. — 53.25" MAX. FRAME WIDTH --► 1 110' MAX -1 O.C. +- 6" MAX. 6" MAX. 10" MAX. O.C. 78" MAX. FRAME HEIGHT 3" MAX. } 34" MAX. D.L.O. 10° M!{X. O.C. 6° `MAX. Number at anchors required, bowl oft design pressure and festal *palm. Wats anchored using Se woad mrew or Sir Elea Tapcon or eta TEK Saran UAQyt�Clh (6+ CM max,mam GRIM pressure w. ■ MI aaan ;:7 15. zizur NUM lowniriata Lai INET:315115121MTEREWEARIMEMAIIMEMMIENUON Iii1311W' 'K•.3'"' LLEILOGIZALCILLIELLI[i tBLIIILid ILM i(: 1L II rda MILMI 120.0GLIE2151 EUd:1L islEMI ELIZICEI iii:EILMEUILIIIIEZETILEMLIIEUELIIILIMILLIMI23 ILIALIUMLIMIEL/ILLEILIEELIEEMILIZILMILMIELEI IEITAL C1 LIIiIIIII MagN 88.0 MLA ITii ISZLEB e3A 124A 83.0 Eksb1 [MUM L1L7 I7Ul1i©KN© L ]ILL LILH � ICIIii i ALUIfIMI ;II ib LIJEl:i' L141Ik E]MA= ]L III ICLID GE7IFsb7i°INALLIILI: IZZELI ELILI LEE.L. ILiJf ILLI UJIY IIL:LIIW37 i7iE:7LI IIELIEMIEE 050 LIMB IELOSI LIIU LI ECILLU lid] LIU IEIILLIETIDLIIJ EISLlli ELJIMI LIELMIILLI UL al E ILUIRM LIMEE Ei' 7L L:2:IILIIIILLHEIElla:7IEVILAAki AILI:b]EMILLE7fd] ]IFiE ILIDEE IL Ltc3: lE aFb]' Number at anchors required, bowl oft design pressure and festal *palm. Wats anchored using Se woad mrew or Sir Elea Tapcon or eta TEK Saran UAQyt�Clh (6+ CM INEMENNE2EM IMPACT RATING 15. .I1.t' ) NI NUM lowniriata I~''•:iUflQIIf1L7'/Eli MLA I7Ul1i©KN© ,` %•MMEIA WI NUNEU1111lnwall 11011lv11:11OM1• L'IwF.r,'P_A F''' :r, E�KM KAMM QMINI= AV.KI•iO�AA� nil 0EEM100EZI KIIIl[71 L1IMI ablIMA Waal 11.111111UONA KM IMv1101l[%111311 ILE •3111E/112111Lai V MI:AIUMODA i,>■IL7t MI MI NU 1111111/11111311WHIKW WEE ffilltillElllaillialLUKS MI IIIIIILIIMAIMAIER DH2760 AND 0H2880 WINDOW EXTERIOR VIEW •• ••• • • • • • •• • • • • • • • • • • •• ••• •• • • • •• REVISIONS REV DESCRIPTION APPROVED NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE INCLUDING THE HVHZ • 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT. OR ENGINEER OF RECORD. 3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 4) UNITS MUST BE GLAZED PER ASTM E1300 SEE SHEET 5 FOR APPROVED GLASS. 5) APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED FOR THIS PRODUCT IN WIND —BORNE DEBRIS REGIONS. 6) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/18" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 ". 7) FOR INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/6° MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8) TION INTO CONCRETE /MASONRY US ITW TTH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM NT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. FOR ANCHORING INTO METAL FRAMING USE #10 TEK SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT' OF THREE THREADS PAST THE FRAME THICKNESS. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10) ALL FASTENERS TO BE CORROSION RESISTANT. 11) 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 BELOW; A. WOOD — MINIMUM SPECIFIC GRAVITY OF G =0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C -90, GRADE N, TYPE 1 (OR GREATER). 0. METAL FRAMING — 16GA (.060) MINIMUM THICKNESS 12) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd ■1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 13) FRAME AND SASH MATERIAL: RIGID PVC 9) 4- PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 TAMA, 9F GENTS • SHEET NO. • • DESSRIPT10N::: : • • • • • • 1 ELEVATION AND GENN1it4L P ES• • • • • • • • 2 — 4 INSTALLATION DETAILS • • • •• 5 COMPONENTS AND GLAZING DETAILS DH2760 PVC DOUBLE HUNG WINDOW • DH2B60 PVC DOUBLE HUNG WINDOW • ELEVATION AND NOTES DRAWN: DM NO. R.L. 08/00845 SCALE NTS 10A1E D9/02/09 ] SHEET 1 OF 5 :At • of • E, Af 4''d ✓�. 1V&?NA itSAN ••• • L• • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• •• • DESIGN PRESSURE RATING IMPACT RATING � 0.0 PSF - 60.0 SF LARGE SMALL MISSILE IMPACT •• ••• • • • • • •• • • • • • • • • • • •• ••• •• • • • •• REVISIONS REV DESCRIPTION APPROVED NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE INCLUDING THE HVHZ • 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT. OR ENGINEER OF RECORD. 3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 4) UNITS MUST BE GLAZED PER ASTM E1300 SEE SHEET 5 FOR APPROVED GLASS. 5) APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED FOR THIS PRODUCT IN WIND —BORNE DEBRIS REGIONS. 6) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/18" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 ". 7) FOR INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/6° MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8) TION INTO CONCRETE /MASONRY US ITW TTH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM NT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. FOR ANCHORING INTO METAL FRAMING USE #10 TEK SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT' OF THREE THREADS PAST THE FRAME THICKNESS. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10) ALL FASTENERS TO BE CORROSION RESISTANT. 11) 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 BELOW; A. WOOD — MINIMUM SPECIFIC GRAVITY OF G =0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C -90, GRADE N, TYPE 1 (OR GREATER). 0. METAL FRAMING — 16GA (.060) MINIMUM THICKNESS 12) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd ■1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 13) FRAME AND SASH MATERIAL: RIGID PVC 9) 4- PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 TAMA, 9F GENTS • SHEET NO. • • DESSRIPT10N::: : • • • • • • 1 ELEVATION AND GENN1it4L P ES• • • • • • • • 2 — 4 INSTALLATION DETAILS • • • •• 5 COMPONENTS AND GLAZING DETAILS DH2760 PVC DOUBLE HUNG WINDOW • DH2B60 PVC DOUBLE HUNG WINDOW • ELEVATION AND NOTES DRAWN: DM NO. R.L. 08/00845 SCALE NTS 10A1E D9/02/09 ] SHEET 1 OF 5 :At • of • E, Af 4''d ✓�. 1V&?NA itSAN ••• • L• • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• •• • 2.50" MIN. -1 EDGE DISTANCE 4 • 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT 4 EXTERIOR .25" MAX. J SHIM SPACE RIGID FILLER 3/15" TAPCON HEAD & JAMB CONCRETEiMABOPYRY FLANGE INSTALLATKIN HEAD SHOWN, JAMBS SIMILAR 1X BUCK PT 1 1.25" MIN. EMB. EXTERIOR INTERIOR • to f 3/16" TAPCON RIGID FILLER .25" MAX. SHIM SPACE v. 2.50° MIN. EDGE DISTANCE CONCRETE/MASONRY RANGE INSTALLAT ION PERIMETER SEAL BY OTHERS EXTERIOR 1 3/8" MIN. EMB. .25" MAX. J SHIM SPACE RIGID. FILLER #10 WOOD SCREW INTERIOR' HEAD & JAMB WOOD FRAMING OR BUCK FLANGE INSTALLATION HEAD SHOW JAMBS SIMAAR INTERIOR #10 WOOD SCREW RIGID FILLER .25" MAX. SHIM SPACE 1 3/8' MIN. EMB. WOOD FRAMING OR 2X BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS PERIMETER SEAL. • BY OTHERS • •• ••• is FRN JGOM&YB►OI IGG • • 111971:1114 • • ••• • �• • • • •• ••• •• • • • •• • • • •• '••• ••• • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • REVISIONS REV DESCRIPTION METAL STUD 16GA MIN BY OTHERS DATE I APPROVED RIGID FILLER EXTERIOR INTERIOR HEAD & JAMB METAL FRAMING FLANGE IN$TALIATlON HEAD SHOW4 JAMBS SIMILAR EXTERIOR INTERIOR .25" MAX, SHIM SPACE #10 TEK SCREW RIGID FILLER .25° MAX. {- SHIM SPACE METAL FRAMING 16GA MIN BY .OTHERS SILL METAL FRAMING RANGE INSTALLATION POT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 • • • • • • • • • •• • • • •• • • • •DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW FLANGE INSTALLATION DETAILS IDRAWNT R.L. IDWGNO 08/00845 SCALE NTS I DATE 09/02/09 ; . I SHEET 2 OF 5 REV •• • • • • •s• • - N • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • Iry 2.50" MIN. EDGE DISTANCE 4 1.25° MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT EXTERIOR .25" MAX. _} SHIM 'SPACE RIGID FILLER 3/ 6" TAPCON INTERIOR HEAD & JAMB CONCRETE+MASONRYSOX FRAME INSTALLATION HEAD SHOWN, JAMBS SIMILAR 1X BUCK PT L 1.25" MIN. EMB. • ' EXTERIOR INTERIOR , iii i }Il7MIt 3/16" TAPCON RIGID FILLER .25" MAX. r SHIM SPACE 2.50" MIN. EDGE DISTANCE 41 SILL CONORETE/MASONRY 8OX FRAME INSTALLATION CONCRETE/ MASONRY BY OTHERS PERIMETER 'SEAL BY OTHERS EXTERIOR 1 3/8" MIN. EMB. 25" MAX. SHIM SPACE RIGID FILLER #10 WOOD SCREW INTERIOR HEAD & JAMB WOOD FRAMING OR2X SUCK EOXFRAME INSTALLATION HEAD SHOWN, JAMBS SIMILAR WOOD FRAMING OR 2X BUCK BY OTHERS PERIMETER SEAL. BY OTHERS #10 WOOD SCREW RIGID FILLER .25" MAX, • U SHIM SPACE 1 3/6" MIN. EMB. •• ••• (• • • • •• WOpDPRAMMEWS sumac sax RitAUE • • r j LA • ••• • • • • • • • • • • • •• ••• •• • • • •• ••• ••• • • • ' • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• ••• • T • • • • • • • • • • • •• •• REVISIONS RFx DESCRIPDON METAL STUD 16GA MIN BY OTHERS DATE APPROVED RIGID FILLER #10' 'MK SCREW EXTERIOR INTERIOR HEAD & JAMB METAL FRAMING BOX FRAME INSTALLATION HEAD SHOWN, JAMES SIMILAR EXTERIOR INTERIOR METAL FRAMING 160A MIN BY OTHERS SILL METAL FRAMINf4 SOX FRAME INSTALLATION .25" MAX. I SHIM SPACE #10 TEK scREW RIGID FILLER .25" MAX. F SHIM SPACE PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 • • • 0)12760 PVC DOUBLE HUNG WINDOW 0)12860 PVC DOUBLE HUNG WINDOW BOX FRAME INSTALLATION DETAILS DIRAW: R.L DWG ND. 08/00845 SCALE NTS I DATE 09/02/09 181'11473 OF 5 I REV • • .•• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 1.25" CONCRETE/ MASONRY BY OTHERS 1X BUCK PT INTERIOR HEAD & JAMB CONCRETE/MASONRY FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR .25° MAX. j SHIM SPACE EXTERIOR INTERIOR 3/16" TAPCON RIGID FILLER IX BUCK PT' 1.25" MIN. EMB. 2.50" MIN. EDGE DISTANCE SILL CONC iETSMASONRYFIN INSTALLATION CONCRETE/ MASONRY BY OTHERS WOOD FRAMING OR 2X BUCK BY OTHERS SHEATING BY OTHERS EXTERIOR 1.38" MIN. EMB. .25" MAX. J SHIM SPACE RIGID FILLER #10 WOOD SCREW INTERIOR HEAD & JAMB WOOD FRAMING OR 2X SUCK FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR 10 WOOD CREW RIGID FILLER WOOD FRAMING OR 2X BUCK BY OTHERS SHEATING BY OTHERS. ••• • • • • • •• .25" MAX. r SHIM SPACE 1.38° MIN. EMB. • • 41i� WOOD MMMINA49?S MACK iINWSMAL47CW • • • • • • • • • •• ••• •• • • • • •• ••• ••• • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • REVISIONS REV DESClPRON DATE APPROVED METAL STUD 160A MIN _r BY OTHERS EXTERIO .25" MAX. SHIM SPACE } RIGID FILLER #10 TEK SCREW INTERIOR HEAD & JAMB METAL FRAMING FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR ! - imc METAL FRAMING 160A MIN BY OTHERS SILL METAL FRAMING FIN UNSTALLA710N INTERIOR #10 TEK SCREW RIGID FILLER .25" MAX. I SHIM SPACE PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 %mai: R.L. DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW FIN INSTALLATION DETAILS I DWO NO. 08/00845 IR ••• • 4 • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • SCALE NTS PATE 09/02/09 sHEET 4 OF 5 .I. r 3.06" =F: 3F-41-R. 5° HEAD & JAMB (8301) VINYL PVC .073°THICK 1.476° INNER INTERLOCK RAIL (8608) VINYL PVC .07°THICK EXTERIOR SIKAFLEX 552 .313" .125° HS .090" BUTACITE PVB .125" HS INTERIOR r4.455" I Q11 1.921° -°{ 1.56 °. .5" .5" .5" 7 .1 HEAD ADAPTER (8341) SILL ADAPTER (8342) VINYL PVC .05'THICK VINYL PVC .08"THICK SILL (8302) VINYL PVC .o78°THICK 1.476° OUTER INTERLOCK RAIL (8307) VINYL PVC .07' THICK GLASS TYPEA TO HE USED INDH1OUOP GLASS TYPE B TO BE USED IN DHIOOOP REVISIONS REV DESCRIPTION - 1.921° -17k .285" 1.51" HORIZONTAL SASH (8305) VERTICAL SASH (8306) VINYL PVC. Sr THICK .125" HS .090" SENTRY GLASPLUS .125° HS EXTERIOR SIKAFLEX • 552 .875° VINYL PVC.07"TH1CK .125" HS 090° BUTACITE PV8 .125" TEMP .125" HS .875" • ••• f0F000. •• • • • • • `IKAFMEX• • •• • ••• 95•• .125" TEMP • • if: rill k� NI •• ••• • , =II • • GLASS • O • • • :OW TVP D• TO BE USED W i0008o • • • • • Te 1N o4 • ••• • •. • • 1.04" .8" STIFFENER (ST1007B) 180A OALVAN/ZED STEEL .3» J .563' 5116" PLAIN BEAD (8321) vim PVC.0r774/CK .828" .985" 1.052" .265" 985" jj` II .255" GATE I APPROVED FIN ADAPTER VINYL PVC .082" THICK 5/16" LIFT BEAD (8320) VINYL PV0.08 °TWA .985° 7/8" LIFT BEAD (832" PLAIN BEAD (8325) VINYL PVC .08 °THICK VINYL PVC .88"THICK PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 IORAWN, R.L. DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW COMPONENTS AND GLAZING DETAILS .797" 15" RIGID FILLER VINYL PVC .15°THICK LI1.279° 15" RGID FILLER VINYL PVC .15°THICK OM MN �• �O�i:V�Q \�1 oWGD No. 08/00845 REV Saul NTS IDATE 09/02/09 • JsHEErS OF 5 koingo- ••• • �• • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• ••