Loading...
WS-11-1822Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 165115 Permit Number: WS -10 -11 -1822 Scheduled Inspection Date: October 26, 2011 Inspector: Bruhn, Norman Owner: KERSCH, PAUL Job Address: 665 NE 97 Street Miami Shores, FL Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number 305/758 -9375 Parcel Number 1132060171910 Phone: (954)792 -4415 Building Department Comments REPLACE 11 IMPACT WINDOWS AND 1 DOOR Passe f .2) ,'- / i Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments October 25, 2011 For Inspections please call: (305)762 -4949 Page 11 of 33 • 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 BUILD G PERMIT APPLICATION FBC 20 Permit No. ET 0 ©0 2011 Master Permit No. Permit Type: ";BUILDING ' ROOFING OWNER: Name (Fee Simple Titleholder): ANY\ vC,r a �;i r r �� ,';I ; ,� Phone #: Address: -� Ci ty: r h' ft`v . State: - Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: L° City: Miami Shores County: Miami Dade 0(1 1 LfSI1) dC Is the Building Historically Designated: Yes NO Flood Zone: Folio/Parcel #: ➢ I' ! d' x Y;. 111 K zip: �7 3 CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Phone #: 954.792.4415 X43 Address: 4070 SW 30TH AVE City: HOLLYWOOD Qualifier Name: WAYNE THOMAS BURNETT State: FLORIDA 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: (6 0 u y r Phone#: � S A 3 L.U7-) Value of Work for this Permit: $ -i T C t`e.�� Square/Linear Footage of Work: Type of Work: ❑Addition OAlteration ONew DRepair/Replace Description of Work: ( ,)- eat,7 ,4 , , a 1 -,n ; (", , Lc) i 4-17,�°` ) ODemolition ******** ******** **:u************ ******* Fees * ************* ** **x:*** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ _ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Zo' .t 411 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 approved and a reinspection fee will be charged. Signature The foregoing gent strument was acknowledged before me this i The foregoing instrument was acknowledged before me this_ day of (Th. , 201 , by 3. `cry ur day of (.; ,20 ,by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: NOTARY PUBLIC: * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) ign: Print: My Com Zoning Clerk ti Miami -Dade My Home My Home id de. Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator igProperty Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 3206 - 017 -1910 Property: 665 NE 97 ST Mailing JIMMY J WINDSOR &W Address: IRENE SAN ROMAN Living Units: 665 NE 97 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138- Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 4/3 Floors: 1 Living Units: 1 Adj Sq Footage: 2,785 Lot Size: 9,750 SQ FT Year Built: 1951 $50,000/ $297,851 MIAMI SHORES SEC 4 City: AMD PB 15 -14 LOT 20 & Legal E1/2 OF LOT 19 BLK Description: 101 LOT SIZE 75.000 X 130 OR 19833 -3748 07 2001 1 COC 22465 -3996 07 2004 1 Assessment Information: Year: 2011 2010 Land Value: $121,440 $151,800 Building Value: $226,411 $227,828 Market Value: $347,851 $379,628 Assessed Value: $347,851 $379,628 Exemption Information: Year: 2011 2010 Homestead: $25,000 $25,000 ,2nd Homestead: YES YES Taxable Value Information: Fear: 2011 2010 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,000/ $297,851 $50,000/ $329,628 County: $50,000/ $297,851 $50,000/ $329,628 City: $50,000/ $297,851 $50,000/ $329,628 School Board: $25,000/ $322,851 $25,000/ $354,628 Sale Information: Ic io r . loronno Page 1 of 2 ACTIVE TOOL: SELECT Aerial Photography - 2009 0 114 ft My Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser Home 1 Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Legend Property Boundary Selected Property Street rr Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /myhome /propmap.asp 9/23/2011 MAW OF FLORDA, ODUNTY OF DADE I HEREBY CERTIFY Mr this is a Copy of Me original Red a; this office 1 low day of NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO.Lete 5 10a- R 1 s� 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. 1. Legal description of property and street/address: I l A � n 1 2. Description of improvement: WI hint- -1-) S D C)0,r 111111111111111111111111111111111111111111111 IFM 201 1 8.0678 82 OR Bk 27853 Ps 4486; Ups) RECORDED 10/11/2011 11 :40 :23 HARM RUVIN, CLERK OF COURT i1IAP(I -fiADE COUNTYr FLORIDA LAST PAGE Space above reserved for use o recording office 2. c 3. Owner(s) name and address: Interest in property: (: avt4-i Name 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 n" LA • t .^CA L 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy 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. Signatu ""'• ner(s)' Authorized Officer /Director /Partner/Manager By Print N Titie/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this day of By \ t 6\ 101 Ja W V\01. C.) Irdividually, or CI as for Illiltersonally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: By Print Name Title/Office (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. L;13 Is rt./sit-11A E Florida Home- ImpravemeattAeep0. 4070 SW 30th Ave Hollywood, FL 33312 0 c1 Owner(s)'s Authorized Officer/Director /Partner/Manager who v 007 LORIDA BUILDING CODE & ASCE 7 -05 DES LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURE) EXTERIOR ZONE 5 PRESSURES Mean Roof Heigh 0 -15 10 -50.4 +46.5 15 -492 +452 DESIGN PRESSURES PSF) Zone 4 Tributary Area (Sq Ft) 25 30 20 -48.3 +44.4 35 -47.6 +43.7 20 ft 22 ft +47.1 -52.4 +48.3 -53.5 +49.4 -54.6 +50.4 -49.8 +45.9 -51.1 +47.0 -522 +48.1 -49.0 +45.0 -48.3 +44.3 28 ft 30 ft -55.6 +51.3 -56.6 +522 -53.3 +49.0 -54.3 +49.9 -502 +46.1 -51.3 +47.1 -52.4 +48.1 -53.3 +49.0 49.5 +45.4 -50.6 +46.4 -51.6 +47.4 -52.6 +482 -47.1 +43.1 -47.7 +43.7 48.9 +44.8 -50.0 +45.8 -46.6 +42.7 -47.3 +43.3 -48.4 +44.3 -49.5 +45.3 40 46.2 +42.3 -46.8 +42.9 -48.0 +43.9 -49.1 +44.9 45 -45.9 +41.9 50 -45.5 +41.6 -46.5 +42.5 -47.7 +43.6 -46.2 +422 47.3 +43.2 -51.0 +48.8 -52.0 +47.6 -55.2 +50.8 - 57.5 -56.1 +53.0 +51.6 -58.3 -56.9 +53.8 +52.3 -59.1 -57.7 +54.5 +53.1 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -55.1 +50.6 -54.3 +49.8 -55.9 +51.3 -58.7 +52.0 -55.1 +50.6 -53.7 +492 -54.5 +49.9 -50.5 +46.3 -51.5 +47.1 -52.3 +47.9 -53.2 +48.7 -53.9 +49.4 -50.1 +45.8 49.7 +45.4 -49.4 +45.1 -51.0 +46.7 -51.9 +47.5 50.6 +46.3 -51.5 +47.1 -50.3 +45.9 -51.1 +46.7 -52.7 +48.2 -53.5 +48.9 -52.3 +47.8 -53.1 +48.5 -51.9 47.4 CI 40 ft -59.9 +55.2 -60.8 +55.9 -61.3 +56.5 -62.0 +57.1 -62.6 +57.7 -63.2 +58.3 -63.8 +58.8 -64.4 +59.4 -64.9 +59.9 -65.5 +60.4 -66.0 +60.8 -66.5 +61.3 -67.5 +62.2 44 ft 46 6 48 ft 50 6 52 ft 54 ft 56 6 60 ft -58.4 +53.7 -59.1 +54.4 -59.8 +55.0 50.5 +55.8 -61.1 +562 -61.7 +56.7 -62.3 +57.3 52.8 +57.8 -63.4 +58.3 -63.9 +58.8 -64.4 +592 -84.9 +59.7 -85.8 +60.6 -57.4 +52.7 -58.1 +53.3 -58.7 +54.0 -59.4 +54.5 -55.9 +51.3 -56.6 +51.9 -57.3 +52.5 -57.9 +53.1 -552 +50.6 -55.9 +51.3 -54.7 +50.1 -55.4 +50.7 -53.8 +492 -52.7 +48.1 -53.4 +48.8 -54.9 +502 -58.8 +53.7 -56.6 +51.9 -57.3 +52.5 -57.9 +53.0 -56.1 +51.3 -56.7 +51.9 -55.6 +50.8 -56.2 +51.4 -54.5 +49.8 -55.1 +50.4 -54.1 +49.4 -54.8 +50.0 -55.8 +51.0 -57.3 +52.5 -56.8 +52.0 -60.0 +55.1 -59.2 +54.3 -57.9 +53.0 -57.4 +52.5 -58.4 +51.5 -57.0 +52.1 -55.4 +50.6 -56.0 +51.1 -56.6 +51.7 -60.6 +55.7 -612 +56.2 -61.7 +56.7 52.2 +57.2 -62.8 +57.8 -63.3 +58.1 -63.7 +58.5 -64.7 +59.4 -59.7 +54.8 -60.3 +55.3 -60.8 +55.8 -61.4 +56.3 -61.9 +56.8 -62.4 +57.2 -82.9 +57.7 -83.8 +58.5 -59.1 +54.1 -59.6 +54.8 -80.1 +55.1 -60.7 +55.6 -61.2 +56.1 -61.7 +58.5 -82.1 +56.9 -63.0 +57.8 -58.5 +53.5 -59.0 +54.0 -59.6 +54.5 -60.1 +55.0 -60.6 +55.4 -61.0 +55.9 51.5 +56.3 -62.4 +57.1 -58.0 +53.0 -58.5 +53.5 -59.0 +54.0 -59.5 +54.5 -60.0 +54.9 -60.5 +55.4 -61.0 +55.8 -61.9 +56.6 -57.5 +52.6 -58.1 +53.1 -58.6 +53.6 -59.1 +54.0 -59.6 +54.5 -60.1 +54.9 -80.5 +55.3 -61.4 +56.1 -57.1 +522 -57.7 +52.7 -582 +53.1 -58.7 +53.6 -59.2 +54.0 -59.8 +54.5 -60.1 +54.9 -61.0 +55.7 Mean Roof Heigh DESIGN PRESSURES PJFJ - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 -62.2 59.8 -58.0 -58.7 -55.6 -54.6 -53.8 -53.1 -52.5 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft +47.1 -60.6 +45.9 -58.8 +45.0 -57.5 +44.3 -56.3 +43.7 -55.4 +43.3 - 54.6 +42.9 -53.9 +42.5 -53.2 +42.2 18 ft -64.6 +48.3 -62.1 +47.0 -60.3 +46.1 -58.9 +45.4 -57.8 +44.8 -56.8 +44.3 -55.9 +43.9 -55.2 +43.6 -54.5 +43.2 ZO ft -66.1 - 63.5 - 61.6 -60.2 -59.0 -58.1 -57.2 -56.4 -55.8 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44.2 ft - 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 -68.7 -66.0 - 84.1 -62.6 - 61.4 -60.3 -59.4 -58.7 -58.0 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 28 ft - 69.8 +52.2 -67.1 +50.8 - 65.1 +49.8 -63.6 +49.1 - 624 +48.4 -61.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft -70.9 +53.0 -68.2 +51.6 -66.2 +50.6 - 64.6 +49.8 -63.4 +492 -62.3 +48.7 -61.4 +482 -80.6 +47.8 -59.9 +47.4 30 ft - 72.0 +53.8 -69.2 +52.3 -67.1 +51.3 - 65.6 +50.8 -64.3 +49.9 -63.2 +49.4 -82.3 +48.9 -61.5 +48.5 -60.7 +48.1 32 ft -73.0 +54.5 -70.1 +53.1 - 68.1 +52.0 - 66.5 +51.3 - 65.2 +50.6 -64.1 +50.1 - 63.1 +49.8 - 82.3 +49.2 -61.6 +48.8 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 -84.0 +50.2 - 83.1 +49.8 -62.4 +49.4 36 ft -74.8 +55.9 -71.9 +54.4 - 69.8 +53.3 - 68.1 +52.5 -66.8 +51.9 - 85.7 +51.3 -64.7 +50.8 53.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 - 70.6 +54.0 -68.9 +53.1 -67.6 +52.5 56.5 +51.9 -65.5 +51.4 - 84.6 +51.0 -63.8 +50.6 -76.5 -73.5 -71.3 -69.7 -68.3 -67.2 - 66.2 -65.3 -64.5 40 ft +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 ft -77'3 -742 -72.1 -70.4 -69.0 -67.9 -66.9 -66.0 -65.2 +57.7 +562 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 - 71.1 +54.8 - 69.7 +54.1 -68.5 +53.5 -67.5 +53.0 - 66.6 +52.6 -65.8 +522 48 ft -78.8 -75.7 -73.5 -71.8 -70.4 - 69.2 - 68.2 -67.3 -66.5 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -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 -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 +56.8 -72.2 +58.1 -71.0 +55.4 -69.9 +54.9 - 69.0 +54.5 -68.2 +54.0 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -74.2 +572 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 - 89.6 +54.9 -88.7 +54.5 56 ft -82.1 +61.3 -78.9 _ -76.6 -74.8 +57.7 -73.3 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 ft -83 32 -72.1 -71.1 -70.3 3530 RDVd r m o REMARKS INIT ISSUE REVISE FOR 07 FBC r -u DRWN CL TSB CHKD FLB FLB DATE 04/19/06 02/13/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.8. "ALTERATIONS, ADDITIONS, HIGHUGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND NVAUDATE OUR CERTIFICATION. WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60.1 BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE PRESSURES. 'WORST CASE IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VAUD FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL 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 VALUE. 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: 1. THESE CHARTS ARE NOT VAUD AS A SITE- SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND 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 FOR 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 ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) 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 USE ONLY. THESE TABLES NOT VAUD FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH 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 (lm). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 0- I ® I-C) ELEVATION WALL ZONE FIGURES eaA PEAK ROOF HEIGHT MEAN ROOF HEIGHT BUILDING CODE RH= 0 -60FT OADS FOR & CLADDING ENGINEERING g EXPRESS ° 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAx: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 69885 MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 665 NE 97 ST, MIAMI SHORES FL 33138 (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 FL13039.5 +70.0 -100.0 +46.5 - 50.4 721/2 x 491/2 NO NO YES 2 4, 4. 4, 4• 4, 4, 72 3/4 x 37 .l, `, `I. 3 .I. FL13040.2 +65.0 -80.0 4, 4. 18 x 37 4. 4. .I. 4 .I. FL130395 +70.0 -100.0 4, 4. 35 7/8 x 37 .l. .l, J. 5 .I. 4, 4. 4• 4. .l• 69 x 611/2 .), 4, 4, 6 ,1, 4, 4, 4, 4, -62.2 73 x 491/4 4, .l, 4, 7 4, 4, •l, •l, .l, •I, 73 x 37 .1. 4, 4, 8 .f. 4, 4, 4, 4, 4, 4, .l, 4, 4, 9 4, 4, 4, 4, J• 4, 35 7/8 x 49 4, 4. .1, 10 .I, FL13040.2 +65.0 -80.0 4, -50.4 18 x 37 .1. •l■ 4. 11 DOOR 09- 0310.05 +75.0 -85.0 4, 4, 351/4 x 817/8 .l, .I, 4, 12 WINDOW FL130395 +70.0 -100.0 4, 4, 36 x 491/4 4, 4, 4, 13 14 15 16 17 18 19 20 21 22 23 24 CUSTOMER NAME FHA - DIAGRAM SHEET LEAD NUMBER TYPE OF PROPERTY 11111111111111 MEASURING TECH MEASURE DATE ROOF HEIGHT IM try tt-- FLOOR NUMBER t TOTAL FLOORS 1 .. Iw� MI 11ME ....l.m.IIIMMMi .WmM■i!I■MMAM!!I■MIIIMM;MIIRI MM■!.. ■MAIM. i1WMME1.u....iii.E..l, l...!!►Mi....WMWAM11111•..... ■..... ir...... ......M .... EMI .........lM.... WM* ii iiiiiiiiiiiilIIIII I!1III HIP11111111111111111 IIIIhIIflhIII!!9!! 1 111uuIi 1 IIIIIIIIIIIIImum1111111111141111111111111111 11111111111011111. ...........4 .................,. . .............................1. o■... WM ......... .................a..........ai. .. m1.. 1..... 1•. .l..mumnmol....n.u.........lmum .[C e].........■....... ..Ymrli ....................am ... mww ............... ....111111111111�..��.1�.11.r�1 ■.. mum m ................w.............- it . M n MI ■■ M.........■.........L' WEIN..........M 11 li . ■ /. ...■ ..................M....MUM= . 1r•1 _ ■ 11 0 :/1 11111 .................w.MIII MS1111ll...!N■ 1r1 ■ 0 1!m . N. ...!!!.l.l ...............ws iir.....[R 7m inn w 11 main •! . .........l.El .............1•..um 1•!lliT/.Jl.._.�.. i.1Vi. ..1♦. ....1♦ ...................MMumma mmMwl•1 MOMMtlRw ■......... w ....... ....................MIEMn!...WM ■.MEIMM... a> t. M...... ...M...M...E..........r...... .............. ... ..............wow............: mwm....w......m. .w ....�..... f- .........a....w.........sw. .. 1. 1.....l �Il 9..,,, nm1•.... .......1•inl•listni MWMPAIM!*M=7 7T7. MIIIMOMMOOMMILMOMMMIUMMUMM .............►�rcitt r al ii. ..lGiifil���l�t! 1 �)L'Jr�iFiiiiE'tR�' I't1. ..... .........1111111111111111111111 M.wM...*i N. HIM .1.1• ................ n.... ..........0 fl llr UM am ■ Ma7.. .....l.!l...Ar71MMINTG7........ EME M:Irlril.IOir! .l .....aml....' us�llCm amm'ommmum...1•.m.w!!!/1n!!m,m. ................I rzumn!!iilimpliw■'= r�A1�11i■ t+►F1tt:�l...G'�i \l. GiR1! Gl�il`�.1~����! ®NSi.. ...........r UllWwt�fllFZ,l: 3.1•W..l.!!!!llr.. ..MM,12J......... ■........ rt._. �� ......I�u....■ri..m.a......... .1•t ;�■... Ems .■�.........��..�w�s sir. .......w.�..�........i..!1Ira... .A.........■ MORN ITMIMM OMAMMIMAIMovo.m......wMM....wwm Fh! ii....�....�1u�L�:IWi■ru_ ■..�: ��L.�l.��,..1•..1.......rt�7. ..��.._..__. —. ..iii Florida Building Code Online http://www.floridabuildingorg/pr/pr app dtl.aspx?patam wGEVX.. KIS Home 1 Log In User RegMrat on I Hot Topics Product Approval USER: Public User Product Aom®val mew > Product otiloprcation Search > AoaFcation U5t > AppOmtbn Detail 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 Ext 22318 druark@pgtindustries.com Authorized Signature Technical Representative Address/Phone /Email Quality Assurance Representative Address/Phone/Email Category . Subcategory Compliance Method Robert Clark bclark@pgtindustries.com Robert Clark 1070 Technology Dr. Venice, FL 34275 (941) 480-1600 Ext 21106 bdarkc 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 Registered Architect or a Licensed Florida Professional Engineer 8 Evaluation Report - Hardcopy Received Luis Roberto Lomas PE-62514 Keystone Certifications, Inc. 12/31/2011 Steven M. Urich, PE 9 Validation Checklist - Hardcopy Received FL13040 RO COI 511388 -odf Standard AAMA/WDMA/CSA 101/I.S2/A440 ASTM E 1886 ASTM E 1886 ASTM E 1996 ASTM E 1996 TAS 201 TAS 202 TAS 203 Year 2005 2002 2005 2002 2005 1994 1994 1994 1 of 3 2/5/2010 8:30 Aiv Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code http : / /www.floridabuilding.orgfpr /pr app dil.aspx?param wGEVX. Product Approval Method Method 1 Option D _ Date Submitted Date Validated Date Pending FBC Approval Date Approved .Summary of Produds 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 Approved for use outside Impact Resistant: Yes Design Pressure: +65/ Other. Refer To Installation Design Pressure Ratings. AAMA Certified (LBP -1) Installation instructions HVHZ: Yes FL1304 RO if 00B- 00845.pdf HVHZ: Yes Verified By: Luis Roberto Lomas, P.E. 62514 Created by IndependentThird Party: Yes -80 Evaluation Reports Instructions For Smaller Sizes FL13040 RO AE 511388.Ddf Rigid PVC From LB. Plastics ' FL13040 RO AE NOA 05- 1208.02 Dupont PVB.pdf .FL13040 RO AE NOA 07- 1116.04 Dupont SGP.pdf Created by IndependentThlyd Party: Yes 13040.2 DH2860 PVC Double Hung DH2860 PVC Double Hung 53 1/4° x 78" Use Approved for use in Approved for use outside Impact ResistaiIb Yes Design Pressure: #65/ Other. Refer To InstalIatibri• Design Pressure'Ratings. AAMA Certified (LBP -1) installation instruuctions HVHZ: Yes FL1u 3040 RO U 008- 00845.Ddf HVHZ: Yes Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes . -80 Evaluation Reports Instructions For Smaller Sizes FL13040 RO AE 511388.odf Rigid PVC From L.B. Plastics FL13040 RO AE NOA 05- 1208.02 Dupont PVB.pdf FL13040 RO AE NOA 07- 1116.04 Dupont SGPpdf - 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 Approved for use outside Impact Resistant: Yes Design Pressure: +65/ Other: Rigid PVC From (LBP -1) Installation instructions HVHZ: Yes FL13040 RO II 08- 00846.pdf HVHZ: Yes Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes -80 Evaluation Reports LB. Plastics AAMA Certified FL13040 RO AE 511389.pdF . 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 Ned DCA Administt3HOn Department afCommrmllyAffabs Florida Dealing Cade Durand Coctes and Mandan& 2555 Simard Oak 5au!e✓ani Tallahassee Florida 32399 -2100 (850)482-1824, Fax (850) 414 -8436 0 2000 -2010 The State of Florida. 811 rights reserved. Pavaty Statement 1 Cnftym'a t Statement I Accassflbilty Statement 1 Ptue -in Software 1 Customer Service Survey 1 Contact Lis Prodnat Approval Accepts: 2 of 3 2/5/2010 8:30 AID Florida Building Code Online hiip : / /www.floridabuilding.orglpr /pr app dtl.aspx?param= wGEVX. 3 of 3 2/5/2010 8:30 AN L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 511388 336- 945 -9695 Manufacturer: PGT Industries 1070 Technology Drive Nokomis, FL 34275 Product Line: DH2760 PVC Double Hung Window DH2860 PVC Double Hung 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 93- 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. Supporting Technical Documentation: 1. Approval document: drawing number 08-00845, titled DI-12760 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 psf /-80.0 psf design pressure, 15.0 psf water infiltration. 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 E1886 -02105 and ASTM E1996 -02/05 ASTM E1886/ E1996 Large Missile Impact, Level D, Wind.Zone 4 ASTM E1886/ E1996 Cyclic Load Test +65.0 psf / -120.0 psf, 15.0 psf water infiltration AAMAIWDMA/CSA 101/LS.2/A440 -5 Design pressure: +65.Opsf/- 80.0psf Water penetration resistance: 15.Opsf 4. Anchor calculations, report number 511388 -1, prepared, signed and sealed by Luis Roberto Lomas P.E. 5. Comparative analysis, report number 511388 -2, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: +65.Opsf /- 80.0psf (Refer to approval document for smaller units design pressures) • Maximum overall size: 53 %"x78" • Maximum DID.: 46 718"x35 W • DH1000S units must be glazed with 7/8" IGU consisting of: outboard Laminated lite consisting of 1/8" HS — 0.090" Sentry Glass Plus —1/8" HS — Air — inboard lite 1/8" Temp. • DHl000P 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 Re 1/8" Temp • 7/16" 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 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 fi • TE ©F4 = • f1l16 Luis R. Lomas, P.E. FL No.: 62514 09/09/2009 7 HEI 6" MAX. —► 53.25" MAX. FRAME WIDTH-- - 10" MAX. O.C. 1 I 1 1 ! I I +- 6" MAX. 6° MAX. 10° MAX. O.C. i 9" 34" MAX. D.L.O. DH2760 AND DH2860 WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING + 65.0 PSF - 80.0 PSF IMPACT RATING LARGE AND SMALL MISSILE IMPACT Maximum design pressure capaalty oh ®� I71faL 0 0GOLMIEI 1�7 i0 I �[ISIiEibl� 20.0 [��[:LIILMEIMEM I LLICI LULIZILII iE:'A7IMIEL LEE iEZILE Lai INE '�I(`I'�' IE ' �' '7 �iI.'i ILMILIIIIIi �'�IIE'LI ')I 120.0 [P2] 7� II ' ' `f�'I i[E ' LU] '20.O 65D J aSIIE ' LIIIfE( ILIM EJ IKELNIELILLIMIGUILUMULEMLIOILMLLILUELIMILIILMILLEI 1 EFId] aman3a]iE tiLlifilILI�LIIIUMLIIiiE]C1I ILMI iF� iLMLLE/iii'S7' �fY I EI IL)LI3I I IIiELEIIIIMLIUIFib]1 I fIIIDU/IIIIM LI_ L U 1 i IIIlaX7ILMEOLl[ IEtLL11 " [:'ElEfalLI3] Number of anchors ravened, based an Untta anchored using #8 wood stir frZIENZ and tested spaying. r #10 TEK Saw LIAR WON VEIffiq� r : , , xL Pal IMME IUME Zu 7 !�CIL]'� VEUI= LIME lg 1IIEI1LEM IRII�E>•�ElI��L� AQ©1I© EIIIIIE INLII I©IEW kri:x, Eam©EE ©OQOILIIOQDDA d1L*;I >EIWIEIE�ElOElIDEIIMMO : iLiltj ©0©DEIDE EEMILW VIII I[EIIIvI�vEEVEECOvvv l MMI IIII>E7)O1�E>E IIKI�QDNM E11 1 >iIAMARAIEI�OEINEII�WA l�MILII ©tAEIDE>0WMILW ©EE ©ELI MMILM II LA ILIM[I E3 0 0 0 REVISIONS REV DESCRDfi1ON I DATE' APPROVED NOTES: 1) THE PRODUCT SHOWN HEREIN 15 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 IS 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 1/16" 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 3/5" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8) 110N INTO CONCRETE /MASONRY USE NW TH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM NT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) 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. 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 8. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C -90, GRADE N, TYPE 1 (OR GREATER), D. METAL FRAMING — 16GA (.080) 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 1 1 ) 4- PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 ELEVATION AND GENERAL NOTES DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW ELEVATION AND NOTES 2 — 4 INSTALLATION DETAILS 5 COMPONENTS AND GLAZING DETAILS DRAWN: R.L. DWG NO. 08/00845 SCALE NTS !DATE 09/02/09 1 SH t 1 OF 5 AFY Number of anchors ravened, based an Untta anchored using #8 wood stir frZIENZ and tested spaying. r #10 TEK Saw LIAR WON VEIffiq� r : , , xL Pal IMME IUME Zu 7 !�CIL]'� VEUI= LIME lg 1IIEI1LEM IRII�E>•�ElI��L� AQ©1I© EIIIIIE INLII I©IEW kri:x, Eam©EE ©OQOILIIOQDDA d1L*;I >EIWIEIE�ElOElIDEIIMMO : iLiltj ©0©DEIDE EEMILW VIII I[EIIIvI�vEEVEECOvvv l MMI IIII>E7)O1�E>E IIKI�QDNM E11 1 >iIAMARAIEI�OEINEII�WA l�MILII ©tAEIDE>0WMILW ©EE ©ELI MMILM II LA ILIM[I E3 0 0 0 REVISIONS REV DESCRDfi1ON I DATE' APPROVED NOTES: 1) THE PRODUCT SHOWN HEREIN 15 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 IS 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 1/16" 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 3/5" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8) 110N INTO CONCRETE /MASONRY USE NW TH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM NT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) 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. 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 8. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C -90, GRADE N, TYPE 1 (OR GREATER), D. METAL FRAMING — 16GA (.080) 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 1 1 ) 4- PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 ELEVATION AND GENERAL NOTES DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW ELEVATION AND NOTES 2 — 4 INSTALLATION DETAILS 5 COMPONENTS AND GLAZING DETAILS DRAWN: R.L. DWG NO. 08/00845 SCALE NTS !DATE 09/02/09 1 SH t 1 OF 5 AFY REVISIONS REV DESCRDfi1ON I DATE' APPROVED NOTES: 1) THE PRODUCT SHOWN HEREIN 15 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 IS 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 1/16" 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 3/5" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8) 110N INTO CONCRETE /MASONRY USE NW TH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM NT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) 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. 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 8. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C -90, GRADE N, TYPE 1 (OR GREATER), D. METAL FRAMING — 16GA (.080) 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 1 1 ) 4- PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 ELEVATION AND GENERAL NOTES DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW ELEVATION AND NOTES 2 — 4 INSTALLATION DETAILS 5 COMPONENTS AND GLAZING DETAILS DRAWN: R.L. DWG NO. 08/00845 SCALE NTS !DATE 09/02/09 1 SH t 1 OF 5 AFY 2.50" MIN. EDGE DISTANCE 4 1.25° MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT d• ".4 EXTERIOR R .25" MAX. J SHIM SPACE RIGID FILLER 3/16° TAPCON HEAD & JAMB CONCRETE/MASONRY FLANGE INSTALLATION HEAD SHOWN, JAMBS SIMILAR 1X BUCK PT L 1.25° MIN. EMB. EXTERIOR INTERIOR PERIMETER SEAL BY OTHERS 71ELCrn.. 1 3/8" MIN. EMB. .25" MAX. j SHIM SPACE RIGID. FILLER ft10 WOOD SCREW EXTERIOR INTERIOR HEAD & JAMB WOOD FRAMING OR 2X BUCK FLAME INSTALLATION HEAD SHOWN, JAMBS SIMILAR' EXTERIOR 3/16° TAPCON WOOD FRAMING RIGID FILLER OR 2X BUCK BY OTHERS .25" MAX. f' SHIM SPACE PERIMETER BY OTHERS V I, 2.50° MIN. EDGE DISTANCE CONCRETE /MASONRY FLANGE INSTALLAT 10N CONCRETE/ MASONRY BY OTHERS A #10 WOOD SCREW RIGID FILLER .25" MAX, 1 SHIM SPACE • 1 3/8" MIN. EMB. SILL WOOD FRAMING OR 2X BLACK FLANGE INSTALLATION REVISIONS REV I DESORPTION DATE APPROVED METAL STUD 16GA MIN BY OTHERS —J EXTERIOR INTERIOR HEAD & JAMB METAL FRAMING FLANGE INSTALLATION HEAD SHOWA4 JAMBS SIMILAR .25" MAX, SHIM SPACE EXTERIOR INTERIOR #10 TEK SCREW RIGID FILLER .25° MAX. SHIM SPACE METAL FRAMING 16GA MIN BY OTHERS SILL METAL FRAMING FLANGE INSTALLATION PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 •DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW FLANGE INSTALLATION DETAILS DRAWNr R.L I DWG NO. 08/00845 SCALE NTS I°ATE 09/02/09:. ISNEET2 OF 5 2.50" MIN. EDGE DISTANCE 4 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT .25" MAX. 1 SHIM SPACE RIGID FILLER 3/ 6° TAPCON EXTERIOR INTERIOR HEAD & JAMB CONCRETE/MASONRYBOX FRAME INSTALLATION HEAD SHOWN JAMBS SIML4R 1X BUCK PT 1.25" MIN. EMB. EXTERIOR INTERIOR , 3/16" TAPCON RIGID FILLER .25" MAX. F SHIM SPACE PERIMETER SEAL BY OTHERS PERIMETER SEAL BY OTHERS 1 3/8" MIN. EMB. 25" MAX. j SHIM SPACE RIGID FILLER #10 WOOD SCREW EXTERIOR INTERIOR HEAD & JAMB WOOD FRAMING OR 2X BUCK BOX FRAME INSTALLATION HEAD SHOWN JAMBS SIMILAR EXTERIOR INTERIOR WOOD FRAMING OR 2X BUCK BY OTHERS #10 WOOD SCREW RIGID FILLER .25" MAX. SHIM SPACE CONCRETE/ • 4 c MASONRY V BY OTHERS 2.50" MIN. EDGE DISTANCE SILL CONCRETE/MASONRY BOX FRAME INSTALLATION 4 SILL WOOD FRAM. ING OR 2X BUCK BOX FRAME INSTALLATION 1 3/8" MIN. EMB. REVISIONS REV DESCRIPTOR DATE APPROVED METAL STUD 16GA MIN BY OTHERS EXTERIOR .25" MAX. {� SHIM SPACE RIGID FILLER #10' TEK SCREW INTERIOR HEAD & JAMB METAL FRAMING BOX FRAME NSTALLATION HEAD SHOWN, JAMBS SIMIAN EXTERIOR INTERIOR u•••J #10 TEK SCREW RIGID FILLER .25" MAX. [SHIM SPACE METAL FRAMING 160A MIN BY OTHERS SILL METAL FRAMING BOX FRAME INSTALLATION POT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 0H2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW BOX FRAME INSTALLATION DETAILS DRAWN, R.L. DWG ND. 08/00845 mu NTS PATE 09/02/09 I ST3 OF 5 1.25" MIN. NB. CONCRETE/ MASONRY BY OTHERS IX BUCK PT .25" MAX. j SHIM SPACE RIGID FILLER 3/15" TAPCON EXTERIOR INTERIOR HEAD & JAMB CONCRETE/MASONRY FIN WSTALLATI N HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR 3/16" TAPCON RIGID FILLER 1X BUCK PT' 1.25" MIN. EMS. -.25" -----1- r a 2.50" MIN. EDGE DISTANCE SILL CONDRETFJMASONRY FIN INSTALLATION WOOD FRAMING OR 2X BUCK BY OTHERS SHEATING BY OTHERS EXTERIOR 1.38" MIN. iEMB. .25" MAX. _{ SHIM SPACE RIGID FILLER #10 WOOD 'SCREW INTERIOR HEAD & JAMB WOOD FRAMING OR 2X BUCK RN INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR #10 WOOD CREW RIGID FILLER WOOD FRAMING OR 2X BUCK BY OTHERS SHEATING CONCRETE / BY OTHERS MASONRY BY OTHERS .25" MAX. SHIM SPACE 1.38" MIN. EMB. SILL WOOD FRAMING OR AK BUCK RN INSTALLATION REVISIONS REV DESCRIPTION DATE APPROVED METAL STUD 16GA MIN BY OTHERS EXTERIOR .25" MAX. SHIM SPACE RIGID FILLER #10 TEK SCREW INTERIOR HEAD & JAMS METAL FRAMING FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR METAL FRAMING 160A MIN BY OTHERS SILL METAL FRAMING FIN INSTALLATION #10 TEK SCREW' RIGID FILLER .25" MAX. V SHIM SPACE 7 PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW FIN INSTALLATION 'DETAILS DRAWN: R.L. sDAiE NTS MONO. DATE 09/02/09 08/00845 JglEEr 4 OF 5 4.455" 3.06° 1 0 1 4.455° .33" HE4D & JAMB (8301) VINYL PVC .075" THICK 1.83 " .224" 2.196" T 1,13" 11 1 1.476" INNER INTERLOCK RAIL (8308) VINYL PVC .07° THICK 1..313" 125° HS .090" BUTACITE PVB ,125" HS .224" 1.83° or-� 1.56° SILL (8302) VINYL PVC .075° THICK 1.276" 2.2° 1.476° .83" f OUTER INTERLOCK RAIL (8307) VINYL PVC .or THICK .438" .188" HS • .090° BUTACITE PVB .188" HS GLASS TYPEA TO BE USED IN DH1000P L GLASS TYPE B TO BE USED IN DHI000P .5° 1.921" -{ .5" ____ HEAD ADAPTER (8341) VINYL PVC .08° THICK HORIZONTAL SASH (8305) VINYL PVC.07" THICK .125° HS .090" SENTRY -� GLASPLUS .125° HS- EXTERIOR SIKAFLEX • 552 .875" .224° - REVISIONS RV DESCRIPTION - 1.921 " .285" 1.51" .5" .1 SILL ADAPTER (8342) VINYL PVC .08• THICK ❑ ID 1.476" VERTICAL SASH (8306) VINYL PVC .Or THICK .125" HS .090° BUTACITE PVB x.1257 TEMP .125° HS ANTERIOR EXTERIOR D) 1-11--q1 GLASS TYPE TO BE USED IN DH 10008 SIKAFLEX 552 1.04" .8" STIFFENER (ST1007B) 16QA GALVANIZED STEEL 5/18° PLAIN BEAD (8321) VINYL PVC.o8°THICK GLASS TYPE D TO BE USED INDH1000P .265° OATS I APPROVE) 1.378" 11 .198" FIN ADAPTER VINYL PVC .082• THICK 5/16" LIFT BEAD (8320) VINYL PVC .08° THICK D985° 7/8" LIFT BEAD (832$" PLAIN BEAD (8325) VINYL PVC.06 °THICK VAVYLPVO.05 "THICK PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW COMPONENTS AND GLAZING DETAILS .797" 15" RIGID FILLER VINYL PVC .15" THICK j-{ 1,279° 15" RIGID FILLER VINYL PVC .15, THICK DRAWN! R.L. MO NO. 08/00845 REV SCALE NTS wE 09/02/09 IsMEET5 OF 5 Florida Building Code Online BOSS Home ! Log In i User Registration Product Approval USER: PublcUser http:// www. floridabuilding, org/ pr /pr_app_dtl.aspx ?param=wGEVX... Hot Topic ? Submit Surcharge 1 Stets & Facts i Pubrccations : FBC Staff ; BCS SEs Map ' Links I Search Product Approval Menu > Product or Antdcation Search > hogtcetkad.LUs > AppEcation DetRE 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 Ext22318 druark@pgtindustries.com Robert park bclark @pgti ndustries.com Robert Clark 1070 Technology Dr. Venice, FL 34275 (941) 480 -1600 Ext 21106 bclark@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 Registered Architect or a Licensed Florida Professional Engineer "r 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.odf Standard 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 233 FM Florida Building Code Online littp://www.floridabuilding.orepr/pr_app_dtaspx?paranr—vvGEVX.. 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 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) Installation Instructions FL13039 RO 11 08- 00838.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports F113039 RO AE 511381.pdf FL13039 RO AE NOA 05- 1208.02 Dupont PVB.pdf Created by Independent Third Party: Yes 13039.2 2LT HR2710M PVC Horizontal Roller 2LT HR2710M PVC Horizontal Roller 74 1/4° x 63 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) Installation Instructions FL13039 RO II 08-00839.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511382.Pdf FL13039 RO AE NOA 05- 1208.02 Dupont PVB.odf Created by Independent Third Party: Yes 13039.3 2LT HR2710MI PVC Horizontal Roller 2LT.HR2710MI PVC Horizontal Roller 74 1/4" x 63 1/4" 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 LB. Plastics AAMA Certified (LBP -1) Installation Instructions FL13039 RO II 08- 00840.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 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 HR271OMI PVC Horizontal Roller 2LT HR271OMI 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: +65/ -80 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) installation Instructions F113039 RO II 08- 00841.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports F113039 RO AE 511384.01 FL13039 RO AE NOA 07- 1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes 2LT HR2B10MI 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= wGEVX... Design Pressure: +70/ -100 Other: Refer To Installation Instructions For Smaller Sizes Design Pressure Ratings. Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) Evaluation Reports FL13039 RO AE 511385.i:4 FU3039 RO AE NOA 07- 1116,04 Dupont SGP.pdf Created by Independent Third Party: Yes 13039.6 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 FL13039 RO II 08- 00843.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511386.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 13039.7 3LT HR2810M1 PVC Horizontal Roller 3LT HR2810MI PVC 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: +75/ -100 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) Installation Instructions FL13039 RO II 08- 00844.odf 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 SGP.odf Created by Independent Third Party: Yes Department ofComntrnr4y AMA'S Florida Buadt1S Code Onine Codes and Standards 2555 Shuman/ Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Far (850) 414 -8436 © 2000 -2010 The State of Florida. A@ rights reserved. PrWacv Statement I Coovrlalnt Statement I Acces Statsma 1 EhMk_Wiztem 1 Customer Serve Survey 1 Contact Us Product Approval Accepts: 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 9B- 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, +70.01- 100.0psf design pressure, 12psf water infiltration TAS 203-94 Cyclic Pressure Loading, +80.0!- 140.0psf 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 101/LS2/A440 -05 Design pressure: +70.0/- 100.0psf Water penetration resistance: 12psf ASTM E 1886-02/ -05 and ASTM E1996- 02/-05 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, +80.0 /- 140.0psf design pressure 4. Anchor calculations, report number 511385 -1, prepared, signed and sealed by Luis Roberto Lomas P.E. 5. Comparative analysis, report number 511385 -2, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: +70.0 /- 100.0psf (See charts in approval document for smaller units ratings) • Maximum overall size: 74'/" x 63 °14" • Maximum D.L.O.: 313/x" X 54 9/4" • Units may be glazed with: • 7/8" IGU consisting of outboard laminated lite consisting of: 1/8" HS — 0.090" Sentry GlasPlus —1/8" HS — Air — inboard lite 1/8" Temp, or o 5/16" monolithic laminated glass consisting of: 1/8" HS — 0.090" Sentry GlasPlus — 1/8" HS, per ASTM E1300. • 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). 1of1 ." G E d '�'ys�.r• TAT OF s �.... %iii :+ ♦ �iJ;-L •Rw .04 C* ,Z4 It Luis R. Lomas, P.E. FL No.: 62514 09!09/2009 63.25° MAX. UNIT HEIGHT 6" MAX. - 1 6° MAX. 12" MAX. O.C. 6" MAX. — 74.25° MAX. UNIT WIDTH 10" MAX. O.C. 6° MAX. 54.75" MAX. D.L.O. 59.25" PANEL HEIGHT 31.75° MAX. 36.25" PANEL D.L.0. i DTH 2LT HR2810M1 HORIZONTAL ROLLER WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING + 70.0 PSF - 100.0 PSF L4RGEAND SMALL MISSILE IMPACT Maximum dosign pressure capacity chart ?ISMS 28088 PVC Horizontal o i iO Window kiwi and Tatal Una Math 181 1?.0 1e 80.0 .... 060 3r.1 4..;.:.. [ 14x7{iiiL i J EL7[C7fY 71 I l=]mia 00.0 ILIB SalELLIy MICEIKIIILILIEIZI� 1102_Ji. 11 T fi . .T t; i Lamm IJR' l:EIfMILLSI&�',ULEEiS UI &o & I Q311jI3 Mra LU Boa it o0 .0 WO 00 OR 140.0 120.1 Humber alsnohorspar Unftsanehored aologO awood sor Dar rapoon or 0 MK wow 8Indle Panel and imummswithimmummomemmummicamuittilm = IBMINIIIIMIELIMMUIELMINIIIIMMIll LICE AI Val= [tea1 ]tJ!tz7L3 1Llac Flac.Z1 XId Vlllll011 IKNI 1 iNJ-- -- 4 VET> .> I.E3<aEIID.YiEMIo M■EMI:!slllllll' [ <MO ELI IENIMMI DiA .Vtis73.. Ha100t Isel REVISIONS REV I DESCRRPTION DATE I 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 IS 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 1/16" 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 3/8° MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8) FOR INSTALLATION INTO CONCRETE /MASONRY US 3/i 6" ITW TAPCON ITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIM - • SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) FOR ANCHORING INTO METAL FRAMING USE X10 TEK SELF TAPPING SCREWS WITH 4_ 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. 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 8. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY -- STRENGTH CONFORMANCE TO ASTM C -90, GRADE N. TYPE 1 (OR GREATER). D. 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 11) TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 ELEVATION AND GENERAL NOTES PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR2810M1 PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" ELEVATION AND NOTES 2 — 4 INSTALLATION DETAILS COMPONENTS AND GLAZING DETAILS DRAWN: R.L. IDWG NO. 08 -00842 WALE NTS 1WIE 09/02/09 I SHEU 1 OF 5 REV 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT 2.50" MIN. rEDGE DISTANCE ,q • eir711._m�`, • © EXTERIOR 11 11 INTERIOR .25" MAX. j SHIM SPACE RIGtO FILLER 3/16" TAPCON EXTERIOR 1X BUCK PT 1.25" MIN. EMB. INTERIOR 3/16" TAPCON RIGID FILLER .25" MAX. SHIM SPACE 4 2.50" MIN. EDGE SILL RETFJMASONRY FLANGE INSTALLATION PERIMETER SEAL BY OTHERS 1 3/8" MIN. EMB. .25" MAX. SHIM SPACE EXTERIOR RIGID FILLER #10 WOOD SCREW INTERIOR HEAD & JAMS WOOD FRAMING OR 2X BUCK FLANGE INSTAUA77ON HEAD SHOWN, JAMBS SIMILAR EXTERIOR di11 INTERIOR —= #10 WOOD SCREW RIGID FILLER .25" MAX. r i SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS PERIMETER SEAL BY OTHERS SILL WOOD FRAMING OR 2X BUCK FLANGE INSTALLATION 1 3/8" MIN. EMB. REVISIONS REV DESCRIPTION DATE I APPROVED METAL STUD 16GA MIN BY OTHERS .25° MAX. 1 SHIM SPACE RIGID FILLER #10 TEK SCREW EXTERIOR INTERIOR HEAD &JAMB METAL FRAMING FLANGE INSTALLATION HEAD SHOWN. JAMBS SIMILAR EXTERIOR INTERIOR #10 TEK SCREW `RIGID FILLER .25" MAX. SHIM SPACE METAL FRAMING 16GA MIN BY OTHERS SILL. METAL FRAMING FLANGE WSTALLA770N PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" FLANGE INSTALLATION DETAILS DRAW. R.L. 1 DWG NO. 08-00842 SCALE NTS 1 DA^N 09/02/09 1116ET 2 OF 5 I Rtv 2.50" MIN. EDGE DISTANCE Q 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT EXTERIOR .25° MAX. SHIM SPACE RIGID FILLER 3/16° TAPCON INTERIOR HEAD & JAMB CONCRETE/MASONRY BOX FRAME INSTALLATION HEAD SHOWN JAMBS SIMIAR EXTERIOR 1X BUCK PT 1 1.25" MIN. EMB. INTERIOR 3/16° TAPCON RIGID FILLER .25' MAX. SHIM SPACE 2.50° MIN. EDGE DISTANCE 4 SILL CONCRETE/MASONRY BOX FRAME INSTALLATION WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8° MIN. EMB. 25° MAX. J SHIM SPACE EXTERIOR RIGID FILLER #10 WOOD SCREW REVISSONS DESCMPRON DATE I APPROVED METAL STUD 16GA MIN BY OTHERS INTERIOR EXTERIOR HEAD & JAMB WOOD FRAMING OR 2X BUCK BOX FRAME INSTALLATION HEAD MOM JAMBS SIMILAR EXTERIOR INTERIOR 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 2,Y BUCK BOX FRAME INSTALLATION 1 3/8° MIN. EMB. HEAD & JAMB METAL FRAMING BOX FRAME INSTALLATION HEAD SHOWA: JAMBS SIMILAR INTERIOR EXTERIOR .25" MAX. SHIM SPACE RIGID FILLER #10 TEK SCREW INTERIOR #10 TEK SCREW a 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 2LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" BOX FRAME INSTALLATION DETAILS DRAWN. R.L. IDWG NO. 08 -00842 I REV sr-1° NTS DATE 09 02 093 OF 5 AI411;m::4 ��� /,,'ONA i1 �\ sir v 2.50" MIN. EDGE 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/MA SONRY FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR INTERIOR 3/16" TAPCON RIGID FILLER 1X BUCK PT 1 1.25" MIN. EMB. } Q v 2.50" MIN. EDGE DISTANCE 4 SILL CONCRETE&MASONRY FIN INSTALLATKNd .25" MAX. SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS SHEATING BY OTHERS EXTERIOR EXTERIOR 1.38" MIN. EMB. .25" MAX. j SHIM SPACE RIGID FILLER #10 WOOD SCREW INTERIOR & JAMB WOOD FRAMING OR 2X SLICK RN INSTALLATION HEAD SHOWN, JAMBS SIMILAR INTERIOR #10 WOOD SCREW RIGID FILLER WOOD FRAMING OR 2X BUCK BY OTHERS SHEATING CONCRETE / BY OTHERS MASONRY BY OTHERS REVISIONS REV CE CRIPTON I DATE I APPROVED METAL STUD 16GA MIN BY OTHERS .25" MAX. V SHIM SPACE L EXTERIOR INTERIOR RIGID FILLER #10 TEK SCREW HEAD & JAMB METAL FRAMING FIN INSTALLATJON HEAD SHOWN, JAMBS SIMILAR #'10 TEK SCREW RIGID FILLER .25" MAX. SHIM SPACE 1.38" MIN. EMB. SILL WOOD FRAMING OR 2X BUCK FIN INSTALLATION .25" MAX. SHIM SPACE METAL FRAMING 16GA MIN BY OTHERS METAL FRAMING FIN INSTALLATION PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" FIN INSTALLATION DETAILS DRAY N R.L. I DWC NO. 08 -00842 NTS I °ATE 09/02/09 I sir 4 OF 5 `o II1!077`/ -72.**4,4;4:9;stE-, — AP- 4.455° .33" HEAD & JAMB (8301) VINYL PVC.075' THICK 1.83" .224" 2.196" --- 1.13" JDI 9 1.476" INNER INTERLOCK RAIL (8308) VINYL PVC .07" THICK .313" .125" HS .125" HS .090" SENTRY .090" SENTRY GIASPLUS GLASPLUS .125" HS .125" HS 1.56" .5" .224" 3.06° 4.455" 1.83° SILL (8303) VINYL PVC .076" THICK 1.276" 2.2" 1.476" .83" I OUTER INTERLOCK RAIL (8307) VINYL PVC .07"THICK EXTERIOR INTERIOR EXTERIOR SIKAFLEX . 552 r.rr.rrrrr� SIKAFLEX 552 GLASS TYPE 8 1.295" 1.27" I-•- .3- 45▪ " HS INNER INC -RW-PR -118) 0083- T5 ALUMINUM .085° THICK 1.476" 11 HORIZONTAL SASH (8300 VINYL PVC .07'THICK T- 1.92. L VERTICAL STIFFENER (NC-RW PR -112) ALUMINUM 8083- T5.08" THICK 2.55" 1.395" r_ REVISIONS DESCRIPTION DATE APPROVED VERTICAL SASH (8308) VINYL PVC .07°THICK 1.78° r- L SASH INf SERT (NC -RW-PR -117) 6063-T5 A. L UMI NUM .086`' THICK 1.69" -•.1 .8" STIFFENER (ST1007B) I6GA GALVANIZED STEEL 1.378" FIN ADAPTER VINYL PVC .002" THICK 5/18° PLAIN BEAD (8321) 5/16" LIFT BEAD (8320) VINYL PVC .06"THICK VINYL PVC .or THICK 1.052 .zs5" i r.14" .384" SILL TRACK ALLAN/IN 0083-T5 .0.0" THICK .985" 7Jj, 7/8" LIFT BEAD (8324) VINYL PVC .05° THICK .265" .985" 7/8" PLAIN BEAD (8325) VINYL PVC .tom" THICK 1.279" I� .15" RIGID FILLER VINYL PVC .15°77110K .797° 1 I .15" RIGID ER VINYL PVC .15"THICK PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR2810M1 PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" COMPONENTS AND GLAZING DETAILS DRAWN: R.L. { MO ND. 08 -00842 SEALE NTS PATE 09/02/09 ISHIMT5 OF 5 otitullo _ • 0 6 • ��/ oia 110 %\`�� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eurotech Industries, Inc. 250 NE 32 Street • Fort Lauderdale, FL 33334 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 (AHJ). ' 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 AHJ (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 ABJ 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 designed to comply with the Florida Building Code, including the llgh Velocity Hurricane Zone. • DESCRIPTION: Aluminum Oubswing Entrance Door LMI APPROVAL DOCUMENT: ENT: Drawing No. W04 -01, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on June 02, 2009, prepared by AL- Farooq Corporation, signed and sealed by Arshad Vigar, P.E., bearing the Miami -Dade County Product control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and. such installation to be reviewed & approved by AHJ. • LABELING: Each unit shall bear a permanent label with•the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change 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 date 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 mamrfacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews & revises NOA No. 08- 0507.10 consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. • The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST H AGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305)'375 -2901 FAX (305) 375 -2908 www.miamidade.gov/buildingcode NOA No 09- 0310.05 Expiration Date: June 10, 2014 Approval Date: June 24, 2009 Page 1 Euroteeh Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 08- 0507.10) 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -01, titled "Alumimim Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on June 02, 2009, prepared by AL- Farooq Corporation, signed and sealed by Arshad Vigar, P.E. B. TESTS (transferred from file # 08- 0507.10) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform. Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance .Test per FBC, TAS 202 -94 4) Forced Entry Test, per PBC 2411 3.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08 -2021, 08 -2022, 08 -2023 and 08 -2024, all dated 03/15/08, signed and sealed by Candido Font, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test per FBC, TAS 202 -94 4) Forced Entry Test, per PBC 2411 3.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI 03 -1882, 08- 1889, 08 -18890 and 08 -2024, dated 0.1/15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz -Seda, P.E. (transferred from file # 06- 1019.06) - 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI- 04 -T100, dtd 01/29/04, tested per ASTM E8 -01, signed & sealed by Rafael E. Droz -Seda, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Al Farooq Corp., dated 04/28/08 and last revised on 06- 02-09, signed and sealed by Arshad Vigor, P.E. 2. Complies with ASTM El 300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours for "SentryGlasPlus ", expiring on 01/14/2012. 2, Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for `DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. F. STATEMENTS • 1. Statement letter of conformance & no financial interest, dated June 02, 2009, signed and sealed by Arshad • Vigar, P.E. 2. Statement letter of lab compliance, part of above test reports. G. OTHER 1. This renews & revises NOA # 08- 0507.10, expiring June 10, 2009. 2. Test proposal # 07 -3527 approved by BCCO. ‘.(1.‘4.1. Ishaq 1. Claude, P.E. Product Control Examiner NOA No 09- 0310.05 Expiration Date: June 10, 2014 Approval Date; June 24, 2009 ''E -1 --- (2) ADM ANCHORS AT 3' 0.0. AT MTG. STILE ENDS RED. WOOD BUCK FOR SEE FOR RA11 MIAMI -DADE APPROVED SEE SPAR ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (xx) LEAF mores. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDEUTES USING MIAMI- DADE.COUNTY APPROVED MUWONS IN BETWEEN. ALSO SINGLE ANO DOUBLE DOORS WITH OR WITHOUT SIDELITES IY COMBINATION WITH TRANSOMS USING MIAMI -DADE COUNTY. APPROVED MULLION IN BETWEEN. LOWER. DESIGN PRESSURES FROM ODOR, SIDELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS OY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHAD. BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO 5000 ONLY. MATERIALS INCLUDING BUT NOT LDN0E0 TO STEEL/NETAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIOLAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003. &4. LEAF WIDTH 75 3/4' 'OR WOOD HR INSTALLATIONS ONLY OR HINGES E SHEET 2 OUANrmES 'c CAPACRY FINALE WIDTH 13" MAX. 5' MAX. HEAD �� 0 /SILL HEAD /SILL. CORNERS w«.MIN. 4 c =_ T q a, .� I -- --- - --- I II SEPARATE 140A i SIoEUTE I W ANO DETAILS ; /. 1 1 1 I \ 1 - � / � / -- = IV /11 �IIIL ACflvt LEAF __= 11 \ 11 11 / ;, _� G = = =.^. N \. : : i \ \ , \�I N, It t\ c -4F -� = IN- Ag10VE \ LEAF C - \ ; - ___3- == /L / u 11 / it Air / r " O n 3 " 1 y�L - - - - IltMONEl1\ 29" COUNT( MULLION RE NW MInemimisiiiik 20' • _ D.L OPO. D.L CPO. MESE COORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. El51 .ARM= YI0AR CPAL FLA. PE 36863 DA.N. 3630 2 269 PRODUCYRHEry a ,AO tiZlO'tJi eahNMOaet • DEvIakm 5 m eg 2. S .1 a a • a dro- wUlg 00 J W04-01 (sheet 1 of 5 DESIGN LOAD CAPACITY - PSF SINGLE (R) DOORS DOOR 612E GLASS TYPE 'A' WIDTH HEIGHT EXT. ( +) INT. ( -) 2/6 8/6 160.0 140.0 3/0 6/B r. 0 2/6 8083 -76 75.0 85.0 3/0 7/0 75.0 85.0 3/8 7/0 75.0 85,0 2/6 8 1 / 75.0 85.0 3/0 8/0 75.0 85:0 3/8 8/0 75.0 85.0 DOORS APPROVED FOR INSTALLATIONS 6063 -76 WHERE WATER INFDIRAII O.1 RESISTANCE 15 REQUIRED. 140.0 LOCKS SINGLE DOORS; 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE or FROM BOTTOM. KEY OPERA1E0 ON EXTERIOR AND THUMB TURN ON INTERIOR. 819245 PLATE 1 -1/4' X 1/4' X 16 -1/4' LONG ATTACHED WITH (2) 98 X 3/4' SM5 HINGES SINGLE DOORS; 115- HA6ll1E0 come E0115 EXTRUDED AWIONUM 8PoDCE 2 BT 'GIESSE' (5) PER LEAF AT 6'. 12'. 35'. 63 -1/2" AND 62 -1/2" FROM TOP OF DOOR / / / / / . \ DESIGN LOAD CAPACITY - PSF SINGLE (S) DOORS DOOR SIZE CLASS TYPE 'B' WIDTH HEIGHT EXT. ( +) INT. ( -) 2/6 AS RED. 160.0 140.0 3/0 6/B 100.0 140.0 3/3 8083 -76 100.0 440.0 2/6 7/0 100.0 140.0 3/0 7/0 100.0 440.0 3/3 8 1 / 100.0 440.0 2/6 RISTALUITTONB WHERE 100.0 140.0 3/0 8/0 100.0 140.0 3/3 6063 -76 100.0 140.0 DOORS APPROVED FOR INSSALLAIKNLS MERE WATER INFILTRATION RESISTANCE 15 MOORED. LOCKS, SNGLE- D00S; MANUALLY OPERATED CONCEALED FLUSH DOLTS AT TOP AND 9011011 OF AGIIVE LEAF PAR' 902181 ATTACHED 117111 (4) 910 X 1 -1/2" SAS. 3 Fo647 LOCK SYSTEM AT ACTIVE pm STILE 38' FROM 601705. KEY OPERATED 014 EXTERIOR AND NUMB TURN ON INTERIOR. STRSIE PLATE 1 -1/4" X 1/4' X 16 -1/4' LONG ATTACHED WII4 (2) 98 X 3/4' SINS HINGES SINGLE, DOORS; T90- HANDED COMB KING EXTRUDED ALUMINUM 8WDOE Z BY 'GIESSE' (7) PER LEAF AT 7/0 AND 8/0 DOORS AT 3'. B' AND 28 -3/8' FROM LOP AND BOTTOM. ONE AT L4NSPAN PER LEO AT 6/8 DOORS AT 3', 9' AND 28-3/8' FROM TOP AND BOTTOM • DESIGN LOAD CAPACITY - HT 004421.E (RR) D00179 DOOR 8)32 CIAO TYPE 'A' OR '2' WIDTH HEIGHT EXT. ( +) NT. ( -) 5/0 AS RED. 75.0 75.0 6/4 8/8 750 75.0 5/0 8083 -76 75.0 75.0 8/4 7/0 75.0 75.0 5/0 4 759 75:0 6/4 8 1 / 75.0 75.0 Loops 3)0144 .ABOVE ARE FOR RISTALUITTONB WHERE WATER NF112211044 RESISTANCE IS NOT REWIRED. wart EXTEMON( +) LIMOS TO 48 PSF FOR INSTALIATIOILS WHERE WATER NFLL7BATION RESISTANCE 15 REQUIRED. ITEM 9 PART 9 82D). DESC9IPITON MATERIAL MANF. /SUPP116R /REBA1X8 1 E11006 AS RED. DOOR FRAME 6083 -T6 - 2 ER012 AS RE00. 110OR LEAF 8083 -76 - 3 V21686 1/ LEAF 0009 BASE WAND 6083-76 - 4 .Y5 -1483 1/ DOOR FRAME SILL 6063 -76 - 5 - 1/ DOOR SELL BASE 6063 -T6 - 8 Y5 -1481 AS RMS. ASTRAGAL SILLS 6063 -76 - 7 72 -1535 4/ LEAF GLAZING BEAD 6053 -76 - 6 2801 AS RE3O. CLAIM GASNET WNW. - 10 1001/50 1/ 002556 CORNER NET ALUMINUM 6WNRT2LL0 11 00600% t/ LEAF 1oot3 A/WNDT HO7ssE 12 910 X 3/8' 4/ HINGE 6)10: INST61 ATION SCREWS - PH RAMOSE SCREWS 13 - AS RE00. BULB W'SIRIPPNC - - 14 910 ■ 2' AS READ. ASBD4817 SCREWS - 1114 SELF OR6.UN0 15 912 % 1 -1/4 - TIME ASSEMBLY WIEN3 __ - 5440 LACKS DOURLE DOORS; ACTIVE LEAF; MANUALLY OPERATED CONCEALED FLUSH 80LTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 902181 ATTACHED PATH (4) 98 X 1 -1/2° SAS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36' FROM BOTTOM. KEY OPERATED ON EXTERIOR AND 1411)48 TURN ON INTERIOR. MANUALLY OPERATED CONCEALED FLUSH 801.15 AT 70P AND 6011011 OF INACTIVE LEAF FART 902160 ATTACHED W1TH (4) 98 X 1 -1/2' 5145. HINGES DOUBLE DOORS; 1840 - HANDED COMB HNC EXTRUDED ALUMINUM BROCE 2 BY 'GEESE (5) PER LEAF Al 8 ", 12', 35'. 83-1/2" AND 92 -1/2" FROM TOP OF DOOR NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. 3/18" HEAT STREW() GLASS .090' INTERIAYER MITACITE FMB BY 'DUPONT' 3/18' HEAT STREW(' GLASS 3/16' HEAT STREW) GLASS .100' INIERLAVER SENTRYGIAS PLUS 8Y 'DUPONT' 3/18' HEAT 576544'0 GLASS 515CONE • GE 509 2800 50AIAZE 11 SILICONE GE 555 2800 SLLCEAZE GLASS TYPE PRODUCERERESTID Mtm Ilpu s a 6m -0319 Or t /)R 97 t 1. 1a4N4A- TE: Makin GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 LASS TYPE 'B' Onln ARMMO WOAR 017. CAN. X3938 v'1 JUN 0 2 2009 IQ3. 1 droning no. W04 -a1 (sheet 2o1 5 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • a w 0 J W d ACCESS HOLES TM PLUGS SEE SEPARATE —$ AR @ RATING AND ETAMLAIL S a �# d a a a x 1/2° 5145 3• FROM ENDS AND 10 0.C. MAR. (4)812x1.SUS AT t O.C. MAX. AT CENTER OF SILL RECD. AT %DOUBLE (XX) DOORS ONLY TYPICAL ANCHORS SEE ELEV. FOR SPACING I I II II II II MUm —DADE COUNTY APPROVED MULLION SEE SEPARATE NM TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STRUCTURE WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Fffi °damn*N�IQ� d6�Ddf� mtplimmaMme 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4• MIN. EMBED INTO CONC_ OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC, OR MASONRY 1/4- DIA. TEKS /DRIL —F1 FX SFLF DRILLING SCREWS %MADE 5 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS INTO METAL STRUCTURES STEEL ; 1/8" THK. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083 -15 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED 014 PAINTED) TYPTCAI EDG DISTANCE INTO CONCRETE AND.MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN.' INTO METAL STRUCTURE - 3/4" MIN. CONCRETE re = 3000 PSI 1424. C -90 HOLLOW/FILLED BLOCK ren, = 2000 PS4 MIN. SEALANTS; ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 SEALANTS. Engn At4SHAD VONT RA.PEEf38863 CAN, 3535 JUN 0 2009 E a 93 @ drawing no. W04 -01 {sheet 3 of 5 Y APPROVED Amu-DADE COUNTY MULUON SEE SEPARATE moA SINGLE DOGE/ 0 PRODUCT RNNEW AA .ith The MoltanCORA AccejlenooNo oy- o3fo.dS- t1,4 NAN. RbEsAto STEM ,B. WOOD RUM Tr =- —° SEE SEPARATE NON N FOR SIDELDE RATING AND DEMOS _ N == I Ell M N Bh IteS�L SEE TYPICAL ANCHORS o FOR 5PA all. iNG DOUBLE DOOR s 0 g gls C0 m 51%1 rrn ozgi III OM NI droving no. W04-01 (sheet 4of 5 • 0 DOOR FRAME 0 000R LEAF 0 0 DOOR BASE BOARD FRAME SILL ASTRAGAL STILE SILL BASE 846 1.000 1.016 -mod 1.201 0 GLAZING BEAD ,1 F CORNERS FRAME TOP CORNER FRAME BOTTOM CORNER Engr: AMMO /+ %NUR CAN. 3538 JUN 0 2 2009 +.f f k 4 `' L n Lt drawing . no. W04 -01 [sheet 501 Si