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WS-11-1075Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 160890 Scheduled Inspection Date: August 03, 2011 Inspector: Bruhn, Norman Owner: STRAUSS, MICHAEL Job Address: 1251 NE 94 Street Miami Shores, FL Permit Number: WS -6 -11 -1075 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050100050 Phone: (954)792 -4415 Building Department Comments REPLACE 13 IMPACT WINDOWS Failed Correction Needed Inspector Comments Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 02, 2011 For Inspections please call: (305)762 -4949 Page 22 of 47 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Expiration: 12/18/2011 Applicant 1251 NE 94 Street Miami Shores, FL 1132050100050 Block: Lot: MICHAEL STRAUSS Owner Information Address Phone Cell MICHAEL STRAUSS 1251 94 Street MIAMI SHORES FL 33138 -2946 1251 94 Street MIAMI SHORES FL 33138 -2946 Contractor(s) Phone CeII Phone FLORIDA HOME IMPROVEMENT (954)792 -4415 1 Valuation: Total Sq Feet: $ 23,890.00 0 1 Type of Work: WINDOWS No of Openings: 13 Additional Info: IMPACT Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $14.40 $3.45 $3.45 $4.80 $230.00 $12.00 $19.20 $287.30 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -6 -11 -41204 06/21/2011 Check #: 07484 $ 237.30 $ 50.00 06/13/2011 Check #: 07416 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. June 21, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date June 21, 2011 1 Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No.\,A /1 I I Y� Master Permit No. BUILDING PERMIT APPLICATION FBC 2007 Permit T e: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): 0 �,�° _ �� Phone #: (00 Address: t 2 City: ( .��� n a rte` State:_ Zip:V Tenant/Lessee Name: Phone #: 1 777 JUN 1 3 2011 Lj Y:... e ................. Email: JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 3'..73 U 1 Folio/Parcel #: u m 5 1 C' ca L:' Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Phone #: 954.792.4415 %;‘,''.-05 Address: 4070 SW 30TH AVE City: HOLLYWOOD State: FLORIDA Zip: 33312 Qualifier Name: WAYNE THOMAS BURNETT 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: --4" V V D V j? r, ' g" a 4 _ d t.= "-- Phone #: q S' ' 5'4 0(1-0 LAO Value of Work for this Permit: $ - kS Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New rEI eWpair/Replace Description of Work: U �,1i III c --I.:4 ❑Demolition 4_ = %) t ****** **x: ra`+ x+ x�x** ** *** * ****+xa� *+u�x�xx��:*** *** Fees***** �x+ x+ xa************ * * * ** *x�****+x *�x+x�xa�+x *�x*** Submittal Fee $ ( °1 ) Permit Fee $ 01_196 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 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 approved and a reinspection fee will be charged. Signature Own . r Age Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this °n day of - N.i , 20 q , by q--1:'i :011),-';' '∎. . 4-C �r'.:, day of � u° 5' , 20 V ji , by i V 0-)Ch- v ? , 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: who is personally known to me or who has produced as identification and who did take an oath. * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Plans Examiner Structural Review (Revised 07 /10/07)(Revised (16 /10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: My Commission Expi Zoning Clerk :a a * . Property Information Map Aerial Photography 2009 This map was created on 1127/2011 1:41 :26 PM for reference pu Web Site © 2002 Miami -Dade County. All rights reserved. «.... 113 ft ses only. Summa Details: Folio No.: 1-3205-010-0050 Property; 1251 NE 94 ST Mailing MICHAEL JUERGEN Address: STRAUSS Living Units: 1251 NE 94 ST MIAMI Adj Sq. Footage: SHORES FL '33138- SQ FT Property Information: Primary Zone: 1400 SINGLE FAMILY -RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds/Baths: /3/2 $164,250 Floors: 1 Living Units: 1 Adj Sq. Footage: 2,076 Lot Size: \9,375 SQ FT Year Built 1951 $100,000f $94,536 MIAMI SHORES BAY Legal VIEW P8 40-16 LOT 6 Description: LOT SIZE 75.000 X 125 OR 11388 -1113 03821 $25,000/ $169,536 OR 27328 -2312 0610 01 Asse ment Information: Year 2010 2009 Land Value: $112,500 $164,250 Building Value: $159,819 $171,930 Market Value: $272,319 $336,180 Assessed Value: $194,536 $189,422 Exemption Inform on: Mall.11111. a i'�'�i".,_ 2010 2009 $25 000 $25;000 EOM $50,000 Applied .:nior. $50,000 Taxable Value Information: Year: 2010 2009 Applied Applied Taxing Authority: ETaxabie ETaxable Value: Value: Regional: $144,536 5144,536 $50,000/ $139,422 County: $100,000f $94,536 $100,000/• $89,422 City: $50,000/ $144,536 $50,000/ $139,422 School Board: $25,000/ $169,536 _ $25,000/ $164,422 Sale Information: Sale Date: 6/2010 Sale Amount: $435,000 Sale O /R: Sales Qualification Description: ,7326 -2312 Sales qualified as a result of examination of the deed Y nal Sags http : / /gisims2 miamidade.gav /myhornetprint map. asp? rnapurl= http :lfgisims2.miamidade.g 112712011 STATE OF FLORIDA, COUNTY-OF DADE IIHERF_BY CERTIFY fifths is a true cowl S 004 *din ha act an Ow al WITNESS HOW rirj j. 4' .. ORR C t A. +lerf NOTI (OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. (0 t 1 �.t 0 -1 TAX FOUO NO.11 -32E6- 010-0050 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* SA-O t 2 5 ).51 arc al4 1- Q,. $lit.o ve S 2. Description of improvement: I'tnbcv-405 3. Owner(s) name and address: Interest In property: Imo) % s.Q.tr 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 111111 1I CFP4 2011R0404512 OR Sk 27728 P9 2458; 11P9) RECORDED 06f21/2011 11:40 :51 HARVEY RUVINr CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE above reserved for use of recording office 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 oth 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 coy of the Uenor'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: (ttthe expiration date Is 1 year from the date of recording unless a different date B specified) ..» mrrrr.T_ nm_ tici���- v_a.r�- �a= �i-n��rn�r�- ��- -�-i •�,r��- r�m�.— rri�r«z 1MHROPFR- PAYMEN IS- UNUEH-CRAPTEH "/i3 PAM I, SEEN ION" 773:13.. FtCRIOASTATUTES, AND f 1 FiE5517t1 INl OUR PAYING TWICE I-OR A MP- ROVEMENTS_ D- YDUH. I'- HO1-WH!- Y.. ANOUtit CIl --LAJAINIENCEIVIElYI-KI10SJ 6E -FIEU OHO>= 1T41PTD4DS- 1W-U N --... 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(s) of Own s) or BY- Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE q The f •om Ring 'nstrume t was acknowl g before me this t day of By orized Officer/Director/Partner/Manager By Print Name Title/Office U0*- t 2_ Florida Homs-lisprivernent 4070 SW 3Oth Ave Hollywood. FL 33312 ,dn-Q . Za t l Personally l y, or ❑ as for 1 Personally known, or C3 produced the following type of identification: mrsiow,sy`. Print Name: P! •� ..? 'ILa,il�MaI L.LCO/its1•,_n ��►•r� . LL• 1>;- tr!t- z�- 3,iSJ:,i•,_e.�r_1■.1Y3- 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(s) of Owner(s) or ,By 12301.52 WE S 11151 ed Officer/Director/Partner/Manager wh BY 260 / FLORIDA BUILDING CODE & ASCE 7 -05 LADS FOR COMPON - ADDING TERIOR ZONE 4 PRESSURE Roo 18ft 15 0 5 SURES PSF) - ry Area (Sq Ft) 30 9 +4 5.2 +44.4 119.. 5. "•1.1 -50.2 7.0 +46.1 -53. a ,2. 48. -47.1 +43.1 -47.7 +43.7 -48.9 +44.8 -50.0 +45.8 35 -46.6 +42.7 -47.3 +43.3 -48.4 +44.3 -49.5 +45.3 Zone 4 40 -46.2 +42.3 -46.8 +42.9 -48.0 +43.9 -49.1 +44.9 45 -45.9 +41.9 -46.5 +42.5 -47.7 +43.6 -48.7 +44.5 50 - 45.5' +41.6 -46.2 +42.2 -47.3 +43.2 - 48.4 +44.2 Mean Roof Height EXTERIOR ZONE 5 PRESSURES 8 (PSF) - Zone 5 Tributary Area (Sq Ft) 10 15 20 25 30 35 40 45 50 0 -156 -62.2 +46.5 -59.8 -58.0 +45.2 +44.4 -56.7 -55.6 +43.7 +43.1 -54.6 +42.7 -53.8 -53.1 +42.3 +41.9 -52.5 +41.6 16ft :1 +47.1 -60.6 -58.8 +45.9 +45.0 -57.5 -56.3 +44.3 +43.7 -55.4 +43.3 - 54.6 -53.9 +42.9 +42.5 -53.2 +42.2 18ft -84.8 +48.3 - 62.1 -60.3 +47.0 +46.1 -58.9 -57.8 +45.4 +44.8 -56.8 +44.3 -55.9 -55.2 +43.9 +43.6 -54.5 +43.2 20ft -66.1 +49.4 -63.5 -61.6 +48.1 +47.1 -60.2 -59.0 +48.4 +45.8 -58.1 +45.3 -57.2 -56.4 +44,9 +44.5 -55.8 +44.2 22 ft 3.3 -52.4 +50.4 9.0 +48.1 -51 5 -51.0 +47.4 +46.8 -50.5 +46.3 -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 24 ft -55.6 -54.3 -53.3 +51.3 +49.9 +49.0 -52.6 -52.0 +48.2 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 22 88 -67.4 +50.4 -64.8 -62.9 +49.0 +48.1 -61.4 -60.2 +47.4 +46.8 -59.2 +46.3 -58.4 -57.6 +45.8 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 - 66.0 -64.1 +49.9 +49.0 - 62.6 -61.4 +48.2 +47.8 -60.3 +47.1 -59.4 -58.7 +46.7 +46.3 -58.0 +45.9 26 ft -56.6 -55.2 -54.2 -54 +52.2 +50.8 +49.8 -53.5 -52.9 +49.1 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft 57.5 -56.1 -55.1 +53.0 +51.6 +50.6 -54.3 -53.7 +49.8 +492 -53.2 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 -56.9 -55.9 +53.8 +52.3 +51.3 -55.1 -54.5 +50.6 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 -57.7 -56.7 +54.5 +53.1 +52.0 - 55.9 -55.2 +51.3 +50.6 -54.7 +50.1 -54.2 +49.6 -53.8 +49.2 -53.4 +48.8 34 ft 38 ft 38 ft -59.9 +55.2 -60.6 +55.9 -61.3 +56.5 -58.4 +53.7 -59.1 +54.4 -59.8 +55.0 -57.4 +52.7 -58.1 +53.3 -58.7 +54,0 -58.6 +51.9 -57.3 +52.5 -57.9 +53.1 -55.9 +51.3 -56.6 +51.9 -57.3 +52.5 -55.4 +50.7 -56.1 +51.3 -58.7 +51.9 -54.9 +50.2 -55.6 +50.8 -56.2 +51.4 -54.5 +49.8 -55.1 +50.4 -55.8 +51.0 -54.1 +49.4 -54.8 +50.0 -55.4 +50.6 26 ft -69.8 +52.2 -67.1 -65.1 +50.8 +49.8 - 63.6 -62.4 +49.1 +48.4 -61.4 +47.9 -60.4 -59.6 +47.5 +47.1 -58.9 +46.7 28 ft -70.9 +53.0 -68.2 -66.2 +51.6 +50.6 - 64.6 -63.4 +49.8 +49.2 -62.3 +48.7 -61.4 -60.6 +48.2 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 -69.2 -67.1 +52.3 +51.3 -65.6 -64.3 +50.6 +49.9 -63.2 +49.4 -62.3 -81.5 +48.9 +48.5 -60.7 +48.1 32 ft -73.0 +54.5 -70.1 -68.1 +53.1 +52.0 -86.5 -65.2 +51.3 +50.6 -84.1 +50.1 -63.1 -82.3 +49.6 +49.2 -61.6 +48.8 34ft 40 ft -62.0 -60.5 -59.4 +57.1 +55.6 +54.5 -58.6 -57.9 +53.7 +53.0 -57.3 +52.5 -56.8 +52.0 -56.4 +51.5 -56.0 +51.1 36ft 38 ft 40 ft -73.9 +55.2 -74.8 +55.9 -75.7 +56.5 -78.5 +57.1 -71.0 +53.7 -71.9 +54.4 -72.7 +55.0 -73.5 +55.6 -68.9 +52.7 -69.8 +53.3 -67.3 +51.9 -68.1 +52.5 -66.0 +51.3 -66.8 +51.9 -64.9 +50.7 55.7 +51.3 -64.0 +50.2 -64.7 +50.8 -70.6 -68.9 +54.0 +53.1 -67.6 -66.5 -65.5 +52.5 +51.9 +51.4 -71.3 +54.5 -69.7 +53.7 -68.3 +53.0 -67.2 +52.5 -66.2 +52.0 -63.1 +49.8 -63.9 +50.4 -64.6 +51.0 -65.3 +51.5 -62.4 +49.4 -63.1 +50.0 -63.8 +50.6 -64.5 +51.1 42 ft -62.6 -61.1 -60.0 +57.7 +56.2 +55.1 -59.2 -58.5 +54.3 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -56.6 +51:7 ft -632 - 61.7 -60.6 44 +58.3 +56.7 +55.7 -59.7 -59.1 +54.8 +54.1 -58.5 +53.5 -58.0 +53.0 -57.5 +52.6 -57.1 +522 42 ft -77.3 +57.7 -74.2 -72.1 +56.2 +55.1 -70.4 -69.0 +54.3 +53.6 -67.9 +53.0 - 66.9 -66.0 +52.5 +52.1 -65.2 +51.7 44 ft -78.0 +58.3 -75.0 -72.8 +56.7 +55.7 -71.1 -69.7 +54.8 +54.1 -68.5 +53.5 -67.5 -66.6 +53.0 +52.6 -65.8 +52.2 -63.8 -62.3 -61.2 ft 2 +58.8 +57.3 +58.2 -60.3 -59.6 +55.3 +54.6 -59.0 +54.0 -58.5 +53.5 - 58.1 +53.1. -57.7 +52.7 48 ft -64.4 -62.8 -61.7 +59.4 +57.8 +55.7 -60.8 -60.1 +55.8 +55.1 -59.6 +54,5 -59.0 +54.0 -58.6 +53.6 -58.2 +53.1 50 ft -64.9 -63.4 -62.2 +59.9 +58.3 +57.2 -61.4 -60.7 +56.3 +55.6 -60.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft -65.5 -63.9 -62.8 +60.4 +58.8 +57.8 -61.9 -61.2 +58.8 +58.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -59.2 +54.0 ft -68.0 -64.4 -63.3 54 +60.8 +59.2 +58.1 -62.4 -81.7 +57.2 +56.5 -81.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 58 ft -66.5 -84,9 -63.7 +61.3 +59.7 +58.5 -62.9 -62.1 +57.7 +56.9 -61.5 +58.3 -81.0 +55.8 -60.5 +55.3 50.1 +54.9 80 ft - 67.5 -65.8 -84.7 +62.2 +60.6 +59.4 -63.8 -63.0 +58.5 +57.8 -62.4 +57.1 -61.9 +56.6 51.4 +56.1 -61.0 +55.7 m m nq m z �n REMARKS INIT ISSUE CL 46 ft -78.8 +58.8 -75.7 -73.5 +57.3 +582 -71.8 -70.4 +55.3 +54.6 -69.2 +54.0 -88.2 -67.3 +53.5 +53.1 -86.5 +52.7 4811 -79.5 +59.4 -76.3 -74.1 +57.8 +58.7 -72.4 -71.0 +55.8 +55.1 -69.8 +54.5 -68.8 -87.9 +54.0 +53.6 -67.1 +53.1 50 ft -80.2 +59.9 -77.0 -74.8 +58.3 +57.2 -73.0 -71.6 +56.3 +55.6 -70.4 +55.0 -69.4 -68.5 +54.5 +54.0 -67.6 +53.6 52 ft 54ft 56ft 60 ft -80.8 +60.4 -81.5 +60.8 -82.1 +61.3 -83.3 +62.2 -77.6 +58.8 -78.3 +59.2 -78.9 +59.7 -80.0 +60.6 -75.4 +57.8 -76.0 +58.1 -76.6 +58.5 -77.7 +59.4 -73.6 +58.8 -72.2 +56.1 -7$ • -7Z' +5a.2 +56.5 -74.e 8-73.? +5i.) +599 -71.0 +55.4 •+55.91 -7 :1 •+56.3a -75.9 +58.5 -74.4 +57.8 -73.2 +57.1 -69.9 -69.0 -68.2 +54.9 +54.5 +54.0 41-70.5. ‘69:6 -58t •+594 •f54,9 •+54•5 :-710 i 7Q1• -89.3• •+55.81 +5513 •+54•9• -72.1 -71.1 -70.3 +56.6 +56.1 +55.7 DATE 04/19/06 REVISE FOR 07 FBC TSB FLB 02/23/09 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.E "ALTERATIONS, ADDOWNS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' 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 VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER ASA'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 VALID 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 W111-1 ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID 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 HUFtRICANE '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 Al' ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ELEVATION 1 WALL ZONE FIGURES 2007 FLQRwpA :BUILDIfyc3 3ODE •ASCE•7 -05, iti1t1-I = 0 - 60 t DESIGN LOADS FOR COMPONENTS/tCLAROING • • • • ••• • • • • • • • • • • • • • • •+ •• • • • •• es ••• • • • ••• • • PEAK ROOF HEIGHT MEAN ROOF HEIGHT ENGINEERING EXPRESS ° 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 P11: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 89885 MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 1251 NE 94 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 FL13039.7 +75.0 -100.0 +46.5 -50.4 109 7/8 x 617/8 NO NO YES 2 4, FL13039.5 +70.0 -100.0 4, -62.2 72 3/4 x 49 3/8 4, .1, .1, 3 4, 4, 4, 4, ,1, .l, 72 3/4 x 371/8 4, ,I, .1, 4 4, 4, .1, .1, .L 4, 4, 4, 4, 4, 5 .1, 4, .l, 4, .I. .1, 72 3/4 x 49 3/8 4, .1, 4, 6 4, .1, y 4, 4, .1, 35 7/8 x 61 3/4 4, 4, .f, 7 4, 4, 4, 4, 4, 4, 72 3/4 x 61 3/4 4, .1, 4, 8 41, ,f, 4. 4, 4, -50.4 4, 4, •1, 9 4, .1, 4, 4, .J, .1, 35 3/4 x 49 3/8 4. 4. .1, 10 4, 4, 4, 4, 4, 4, 72 3/4 x 371/8 4, 4, 4, 11 .1. 4, 4, 4, .1. 4. 35 3/4 x 49 3/8 4. " 4, 4, 12 4, 4, 4, 4. .1, 4, 35 7/8 x 37 .1, .1, 4, 13 4, 4, 4, 4, 4, -62.2 46 x 33 5/8 4, 4, 4, 14 15 16 WS- I1 -t' 37 1• ••• • • '• •. • . • • • • s • • • • . • . • . �•• • •• • • • '• - &NOttb'u I AU UNV 5d II lti A 1Vt1�UJJ !lV FLLd1A ]3NVrk Nf IUD UNV Jug J. .LJ 31VAS 3rtrr15 e 17 18 �% �, {� ! J 19 _ 4/6 1d3a Dal • • • 20 ld3a DP IN •.. • ••• • • • • •• •,, • • .•. .•. • • • • 21 31Va A9 03AOiyddV �-+ • • •• • • • •• • • • • • • •• •• • • ..•. '.• 22 - a6eiiiA sa.rogs iw'4W -"'-- 23 23 •.• • • ' • • • • ••• ••• • • • • • 24 - ••• 1 •• •• • • • • • • 004 •• •• • • CUSTOMER NAME WDUMBEtt s, TYPE OF PROPERTY MEASURIIYG'TE Maui etc & \I t2 FREIGHT = FLOORI1 11 utAL1 E'6S # 1 t I ? ; . / ©a r11.. ISIMI..,..4111111.. 11111•1• ®li.1.#! ®111111: 4 ? > # E t_.� � j t i t � � I� t - t i [ t L. 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UserRegStiatbn i Hot Topics Submit Surcharge C Stets &Facts I Pubcatons Product Approval USER: Pubic User P oduct Anomval Menu > Product or Aoaicatsan Search > Aao lcgtmn list > App®artion petal FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address /Phone /Emai I Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method PGT Industries 1070 Technology Drive Nokomis, FL 34275 (941)486 -0100 Ext 22318 druark @pgtindustries.com Robert Clark bclark@pgtindustries.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 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 Veer 2005 2005 2002 2002 2005 1994 1994 1994 • • • • • • ••••j• • • • 1 of 3 2/15/2011 2:33 PM Florida Building Code Online 2 of 3 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 htp:// www .floridabuilding.org1pr /prrapp dtl.aspx?parafl WGEVX... Method 1 Option D 09/09/2009 09/10/2009 09/21/2009 10/13/2009 FL Model, Number or Name Description 3039.1 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 II 08- 00838.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports • • FL13039 RO AE 511381.pdf • • • FL13039 RO AE NOA 05- 1208.1! Dupont PVPt& •; Created by Independent Third Patty: •tes • • •••..,. • •••• • • 13039.2 2LT HR2710M PVC Horizontal Roller 2LT HR2710M PVC Horizontal Roliergg 1/4" x 4•3 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 LB. 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 tfik): gs Evaluation Reports • • • FL13039 RO AE 511382.odf,• • • FL13039 RO AE NOA 05- 1209.02 i)ui•ont PVB.pdf Created by Independent Third Ply: As • • • • • • • •• •9 • 13039.3 2LT HR271OMI 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.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL1 039 RO AE 511383.odf FL13039 RO AE NOA 05- 1208.02 Dupont PVB,pdf F1,13039 RO AE NOA 07- 1116.04 Dupont SGP.odf 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 (IBP -1) Installation Instructions FL13039 RO II 08- 00841.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports JL13039 RO AF 511384.pdf FL13039 RO AE NOA 07- 1116.04 Dupont SGP.odf 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 Q8- 00842.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes • • . • • • • • • • • • • • • 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.pdf EL13039 RO AE NOA 07- 1116.0 &Dupont SGP.odf 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 Empact Resistant: Yes Design Pressure: +65/ -65 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) Installation Instructions FL13039 RO II 08- 00843,pdf 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 DuDOnt SGP.pdf Created by Independent Third Party: Yes 13039.7 3LT HR2810MI 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.Ddf Verified By: Wls Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511387.pdf FL13039 RO AE NOA 07- 1116.04 Dupont SGP.cdf Created by Independent Third Party: Yes ICI Department of Community Affairs Florida Bu5dblg Code Online Codes and Standards 2555 Shumard Oak Boulevard • . • Tallahassee, Florida 32399 -2100 •••• (850)482-1824, Far (850) 414 -8436 9 2000 -2010 The State of Florida. AS rights reserved. • • • • • •• • • •••• • •••• • •••• • •••• • • • • • •• • • • • • • • • • • • • • • • • •• •• •• •• Prlvacx,StlaamentirstatighLEtneraelt I Accessaxav Statement lEtittaara 1 Customer rE v S ke Steve;. fact 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 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 HR281OMI 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 /- 1O0Apsf design pressure, l2psf water infiltration TAS 203-94 Cyclic Pressure Loading, +80.0 /- 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/CSA101 /I.S.2/A440 -05 ••.•.• Design pressure: +70.0 /- 100.0psf • • • • • • •••• Water penetration resistance: 12psf ASTM E 1886 -02/ -05 and ASTM El 996-02/-05 • •• • ASTM E 1886/E 1996 Large Missile Impact Test, Level 0, Wind Zone 4 • ASTM E 1886/E 1996 Cyclic Load Test, +80.0 /- 140.Opsf design pressure •• • • • • • 4. Anchor calculations, report number 511385 -1, prepared, signed and sealed by Luis Roberto Imes P.E. • 5. Comparative analysis, report number 511385 -2, prepared, signed and sealed by Luis Robsriu l grsas P.E. • • • • • • • •• •• •• •• Limitations and Conditions of use: • Maximum design pressure: +70.0 /- 100.Opsf (See charts in approval document for :matter: nits ral ngs). • Maximum overall size: 74 W x 63'/" • Maximum D.L.O.: 31 3/a ' x 54 " • • • • • • • • Units may be glazed with: •• • • •. o 7/8" IGU consisting of outboard laminated lite consisting of: 1/8" HS — 0.090" Sentry GlasPlus —178" 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). 1 of 1 Luis R. Lomas, P.E. FL No.: 62514 09/0812009 • .• • • • • • • ••.•e• • • • • • • • 6" MAX. 6° MAXI 12" MAXI 0.C. 6.3.25" MAX. UNIT HEIGHT 74.25" MAX. UNIT WIDTH 10° MAX. O.C. 6° MAX. j 54. MA DI 31.75° MAX. D.L.O. 75" 59.25" X, PANEL .0. HEIGHT 36.25" PANEL WIDTH 2LT HR2810MI HORIZONTAL ROLLER WINDO EXTERIOR VIEW DESIGN PRESSURE RAMC) IMPACT RATING +70.0PSF - 1'00.0 PSF LARGE AND SMALL MISSILE IMPACT Maximum design pressure copeck) chart ?LT HS 241DES'PVC Horizontal Sliding Wlndaw gin Pant and TOt41 Un1430110I14 120 12.0 ' 24.0 ..... ' 20.0 .... ' 30.0 3r.1. % pht 1a+1 g4A 111111fU [ I m IZILMEILTEMIZIGIII EMIG= QM LiXaLG"I J3 I11EINI1UELJ MJL JJ MILIEZI3 [:3I ILgJ '80.0 f J ad]iL;d] 1400 [I iL' 112311^8']L8I[ 11MIELL'L•i'T ibL'E'I 40.0 JC 7EM RILIIIM1110011 Mat= fLM IELIMILIIIIIMLI iGu[ IC&JL' J JJ27If D MU[IM O sap ELI UIL IMIL IEMI iC'II [Ii1J1 r�E7liriM LAMM 80-0 LiE11211110.111E121111111KMILEILI SAa 80.0 1400 000 140.0 80.0 1319 00.0 114.0 71.3 101.8 700 10110 BO .0 Height 101 Number of anehon, for e DWI*en:Jared 0002 0 wand acr 3b,elaiM= nd r On mom 'foam arizavuurt auto 8W .. , iIi[ 7.EM J9.PA01 101 JEi1**IEiL#iEi 1111L1111011111U111111111 a -k111111111111111171113111Killtill MEN ora6).111011111:11111"•wiCALMIEP 1117El1i min €a>J NEWItialltiEJMi° BLVD IrlfI itl[ /' -�'l RiIDO K111 —al [e3?laQalim.Am €on',woRlm. Aii m.iiQ ©JO•Jrt111211QKr- s'i«WIII Ovate 010TEK straw • • • TABLE OF CONTENTS • • REVISIONS DESCRIPTION APPROVED NOTES: 1) THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE INCLUDING THE FIVHZ 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 DE TAILS. 8) FOR INSTALLATION INTO CONCRETE /MASONRY US 3/16 tTW 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 #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 B. 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 — 18GA (.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) • • • S SHEET NO. DESCRIPTION 1 ELEVATION AND GEs19PoAL CITES • • • • • 2 4 5 INSTALLATION DETAILS • • • • • • • • COMPONENTS AND GIVING •tWTA&LS • • • • • • • • ••• • • • • • • • • • • • • • •• a • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" ELEVATION AND NOTES .L. tALE NTS DOOM DATE 09/02 09 OR -00842 SHEET OF 5 1.25" MIN. EMB, CONCRETE/ MASONRY BY OTHERS 1X BUCK PT r2.50" MIN. EDGE DISTANCE REV PERIMETER SEAL BY OTHERS 1 3/8" MIN. EMB. .25" MAX. SHIM SPACE METAL STUD 16GA MIN BY OTHERS .25" MAX. J SHIM SPACE RIGID FILLER RIGID FILLER #10 WOOD SCREW 3/16" TAPCON EXTERIOR INTERIOR EXTERIOR INTERIOR HEAD & JAMS WOOD FRAMING OR 2X BUCK FLANGE INSTALLATION HEAD SHOWN, JAMBS SIMILAR .25" MAX. SHIM SPACE RIGID FILLER #10 TEK SCREW EXTERIOR INTERIOR HEAD & JAMB METAL FRAMING FL4NOE INSTALLATION HEAD SHOW JAMBS SIMILAR EXTERIOR EXTERIOR 1X BUCK PT 1.25" MIN. EMB. 4 2.50" MIN, EDGE 01-"-' INTERIOR #10 WOOD SCREW RIGID FILLER .25" MAX. I SHIM SPACE 3/16" TAPCON RIGID FILLER .25" MAX. r SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS #10 TEK SCREW RIGID FILLER .25" MAX. '• SHIM SPACE PERIMETER SEAL BY OTHERS METAL FRAMING 16GA MIN BY OTHERS CONCRETE/ MASONRY BY OTHERS SILL ONCRETFIMASONRY FLANGE INSTALLATION 4 SILL WOOD FRAMING OR 2X SUCK FLANGE • • • ifIi3TAt LM7ON • • • • • • • • • • • • • • • • •• ••• •• • • • SILL METAL FRAMING FLANGE WSTALLATION ••• ••• • • • • • • • • • • • • • • • • • • • • •• a • • • •' 2LT • • • • 1.L. • • NTS • • POT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 HR2810MI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" FLANGE INSTALLATION DETAILS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • g • •• • • • • •• •• ••• • • • ••• • • 1 MM NO. 08 -00842 09/02/09 17+m2 OF 5 REV a. STATE OF •e:41„. 'i��1SS ONA '1S j���� r2.50" MIN. EDGE DISTANCE 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT .25° MAX. J SHIM SPACE RIGID. FILLER 3/16° TAPCON WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8" MIN. EMB. 25" MAX. SHIM SPACE RIGID FILLER #10 WOOD SCREW EXTERIOR INTERIOR HEAD & JAMB EXTERIOR INTERIOR •WOOD TAMMOR2X BUCK BOX FRAME INSTALLATIoN HEAD SHOW SKIM JAMBS SIMILAR HEAD & JAMB CONCRETHMASONRY BOX FRAME INSTALLATION HEAD SHOW JAMBS SIMILAR EXTERIOR 1X BUCK PT 1 1.25" MIN. EMB. h INTERIOR 3/16" TAPCON RIGID FILLER .25° MAX. SHIM SPACE 4 2.50° MIN. EDGE DISTANCE SILL CONCRETE/MASONRY BOX FRAME INSTALLATION 4 EXTERIOR INTERIOR WOOD FRAMING OR 2X BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS #10 WOOD SCREW RIGID FILLER .25" MAX. I- SHIM SPACE 1 3/8" MIN. EMB. SILL WOOD FRAMING OR 2X BUCK BDX FRAME • • • f1W&TAIALAVON • • • • • • • • • • • • • • •• • •• • • • •s et ••I ••• • ••• • • • • • • • • • • • • • • • • • • • • • • •• • •• •• • •• • • METAL STUD 16GA MIN BY OTHERS EXTERIOR REVISIONS DESORPTION DAZE I APPROVED INTERIOR HEAD & JAMB METAL FRAMING BOX FRAME INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR .25" MAX. SHIM SPACE RIGID FILLER #10 TEK SCREW INTERIOR. #10 TEK SCREW RIGID FILLER METAL FRAMING 16GA MIN BY OTHERS SILL METAL FRAMING BOX FRAME INSTALLATION .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 VA D.L. tiz NTS I DWG NO. DATE 09/02/09 08 -00842 Is T3 OF 5 ••• • • • • ••• • • • • • • ' • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • '••• • • sir d 2.50" MIN. EDGE DISTANCE 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT .25" MAX. ,•,t SHIM SPACE RIGID FILLER 3/16" TAPCON EXTERIOR INTERIOR HEAD & JAMB CONCRETE/MASONRYFIN INSTALLA770N HEAD SHOWN JAMBS SIMILAR EXTERIOR (11111111 till C11 INTERIOR 3/16" TAPCON RIGID FILLER 1X BUCK PT .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 H9-r &JAMB WOOD FRAMING OR 2X BUCK FIN IMSTALLATION HEAD SHOWN, JAMBS SIMILAR INTERIOR #10 WOOD SCREW RIGID FILLER REVISIONS REV DESCRIPTION IDATE I APPROVED METAL STUD 16GA MIN BY OTHERS • • • SairLI .25" MAX. SHIM SPACE EXTERIOR INTERIOR RIGID FILLER #10 TEK SCREW HEAD & JAMB METAL FRAMING FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR #10 TEK SCREW RIGID FILLER .25" MAX. r SHIM SPACE .25" MAX. F SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS SHEATING CONCRETE / BY OTHERS 1.25" 4 MASONRY MIN. EMB. a a' BY OTHERS 1.38" MIN. EMB. SILL WOOD FRAMING OR 2X BUCK FIN INSTALLATION •• ••• • • • • • •• ';I Q • 1 • • • •• • • • • ••• • I 2.50" MIN. • EDGE DISTANCE •• ••• •• • • • •• SILL CONCRETE/MASONRY FIN INSTALLATION METAL FRAMING 16GA MIN BY OTHERS SILL METAL FRAMING FIN INSTALLATKIN PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" AN INSTALLATION DETAILS ••• ••• • ••• • • DRAW • • • • • • • • • • • • • • • .L• • • • • • • •• • ANTS •• •• • •• DATE DWG ND. 08 -00842 09 02 09T4 OF 5 REV •• • • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • r i to 3.06" 4.455° COO HEAD & JAMB (8301) VINYL PVC .075 "THICK 1.476" INNER INTERLOCK RAIL (8308) VINYL PVC .07" THICK i..313" .125° HS .125" Hs 090" SENTRY .090" SENTRY GLASPLUS GLASPLUS .125" HS .125" HS, 1 1.56" i .5" .224° 3.06" 1.83" 4.455" SILL (8303) VINYL PVC .076' THICK 276" 2.2 1.476° .83" 1.29 5" .345" HS INSERT (NC -RW-PR -118) 6063 -T5 ALUMINUM .055" THICK 1.27" IT REVISIONS REV DESCRIPTION DATE APPROVED VERTICAL STIFFENER (NC -RW-PR -112) ALUMINUM 8083- T5.06" THICK OUTER INTERLOCK RAIL (8307) HORIZONTAL. SASH (83051 VERTICAL SASH (8306) VDVYL PVC .07"TN1CK EXTERIOR SIKAFLEX 552 .875" .125" TEMP D I-ERICH GLASS TYPE 8 VINYL PVC .Or THICK • VINYL PVC .07" 11 1CK -1 1.04" I • .8" STIFFENER (ST10078) TOGA GALVAVIZED STEEL FIN ADAPTER VINYL PVC .082" THICK 5/16" PLAIN BEAD (8321) VINYL PVC .05"THICK .4. �li-.ii-+F SASH INSERT (NC -RW -PR -117) 6063-T6 ALUMINUM .085" T HICK 1.69" I r_14° .384" 'SILL TRACK ALUMINUM 6063- T5.06" THICK •• ••• • • • • • •• • • • • • • • • • • • • • • • •• ••• •• • • • •• ••• 0:0 • ••• s • • • • • • • • • • • • • • • • • •• •• •• • •• • • 4‘... I. .. • • • 1.052° .265" --I .985" J 7/8" UFT BEAD (8324) VINYL PVC .t76' THICK 5/16" LIFT BEAD (8320) VINYL PVC .06"THICK 7/8" PLAIN BEAD (8325) VINYL PVC .46" TICK -- j1.279 "`- 15" RGEIDFILLEI R VINYL PVC .15" TICK I, I .797" .15" RIGID ER VINYL PVC.15°THICK PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR281 DMI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" COMPONENTS AND GLAZING DETAILS xTt .L. 08 -00842 ItALE NTS lIATE 09/02/09 listimr5 OF 5 A :4 Se9�'G - 4 Ar F iaa, i0 • /7/44 10 ;N\� ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Cade Online btlp : / /www.floridabiulding.org/pr /pr app dti.aspx?paran evGEVX... BCLS Home 1 Log to User Registration Product Approval USER: PubliC User Produce Amroval Memt > product or AocROtlon Search > Anolratlon List > Application Detail 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 @pgtindustries.com Robert Clark bdark @pgtindustries.com Robert Clark 1070 Technology Dr. Venice, FL 34275 (941) 480-1600 Ext 21106 bciark@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) • • • • • •• • • •••• • • •••• •• :•' • • • • • • • • • •• • ••• • • • •••• •••• • • • •• • • • • ••••k• • • • • -• Ike*. - -a • • • • • • • Evaluation Report from a Florida Registered Architect or a Licensed 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 RD 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 •••••• • • • • • • •••••• • • ••AF•-• •s.•• • ••••t1• • • • ••••a• ti••v• • • 1 of 3 2/15/2011 2 :08 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.floridabuilding.org/pr/pr_app_dtaspx?param=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) Installation Instructions F113039 RO II 08- 00838.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes •••• Evaluation Reports • • FL13039 RO AE 511381.0df • ••• •••• FL13039 RO AE NOA 05- 1208.011.•Dup@rit Vii �pd • f• • • Created by Independent Third P. woYei • • • • 13039.2 2LT HR2710M PVC Horizontal Roller • 2LT HR2710M PVC Horizontal Roller 74 1/" 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 F113039 RO II 08- 00839.odf • • Verified By: Luis Roberto Lomas•,4.Ef82514 Created by Independent Third Resty*liec • Evaluation Reports • • • • • FL13039 RO AE 511382.odf FL13039 R AE NOA 05- 1208:02 quiNint PVBTidf Created by Independent Third Part,: Yee • • • • • • • •• •• • 13039.3 2LT HR271OMI 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 L.B. 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 AF 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 LB. Plastics AAMA Certified (LBP -1) Installation Instructions FL13039 RO II 08- 00841.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports F113039 RO AF 511384.pdf F113039 RO AF NOA 07- 1116.04 Dupont SGP.odf Created by Independent Third Party: Yes 13039.5 2LT HR2810MI Horizontal Roller 2LT HR2810MI 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 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 2:08 PM Florida Building Code Online http://www.floridabuilding.orWpr/pr_app_dtaspx?paranGEVX... 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.pdf FL13039 RO AE NOA 07- 1116.04 Dupont SGP.od€ Created by Independent Third Party: Yes 13039.6 13LT HR27IOMI 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 RD II 08- 00843.odf Verified By: LuIs Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511386.Odf FL13039 RO AE NOA 05- 1208.02 DuPont PVB.pdf FL13039 RO AE NOA 07- 1116.04 Dupont SGP,odf 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 LB. 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.pdf Created by Independent Third Party: Yes fpextl Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850)487 -1824, Fax (850) 414 -8436 C) 2000 -2010 The State of Florida. AO rghts reserved. • • • • • • •• • •••• • • • • • •• • •• • • • • •••• • • • • •••• • • • • • • •••• • • • • • • • • •• •• •• •• Privacy Statement 1 galaziOht Statement 1 AtxessttatV Statement 1 Pylg -dn Software [Customer Servtce Survey 1 Contact US Product Approval Accepts: b rrl oamnra SeCltntier,.9 1, •4' AEI ': • • • • • • • • • • • • • • • • • • • • • •• • • • • • 3 of 3 2/1512011 2:08 PM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd Lewisville, NC 27012 Report No.: 511387 336 -945 -9695 Manufacturer: PGT Industries 1070 Technology Drive Nokomis, FL 34275 Product Line: 3LT 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 I-IVHZ. Supporting Technical Documentation: 1. Approval document drawing number 08-00844, titled 3LT HR281OMI PVC Horizontal Roller Window, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test Report No. NCTL 210 - 3641 -3, 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, +75.0/- 100.0psf design pressure, 12psf water infiltration TAS 203 -94 Cyclic Pressure Loading, +75.01- 100.0psf design pressure 3. Test Report No. NCTL 210 - 3641 -3A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL AAMA/WDMA/CSA 101/1 .S.2/ A440 -05 • Design pressure: +75.0/- 100.Opsf • • • Water penetration resistance: 12psf • • ASTM E 1886- 02/ -05 and ASTM E1996- 02/-05 • ASTM E 1886/E 1996 Large Missile Impact Test, Level 0, Wind Zone 4 • ASTM E 1886/E 1996 Cyclic Load Test, +75.0/- 100.0psf design pressure • • • • • • 4. Anchor calculations, report number 511387 -1, prepared, signed and sealed by Luis Roberto'L s'P.E. • •• • • • • •••• •••• • • • •• • Limitations and Conditions of use: • Maximum design pressure: +75.0 /-100.Opsf • Maximum overall size: 130° x 63" • Maximum Active sash size: 36 1/4" x 59 9/16" • Maximum Active sash D.L.O.: 32 3/8" x 54 1/4" • Maximum Fixed sash size: 57 7/8" x 59 3/8" • Maximum Fixed sash D.L.O.: 51 1/4" x 54 1/4" • Units may be glazed with: o 718" IGU consisting of outboard laminated lite consisting of: 1/8" HS — 0.090" Sentry GlasPlus —1 /8" HS — Air — inboard lite 1/8" Temp o 5/16" monolithic laminated glass consisting of: 1/8" HS — 0.090" Sentry GlasPlus — 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, 08-00844 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, 1 don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1of1 Luis R. Lomas, P.E. FL No.: 62514 09/09/2009 • • • • • • • ••••a • • • • • • • • • 6" MAX. 12 3/4" MAX. O.0 TYP 1 6" MAX. TYP. 36 1/4" ACTIVE SASH WIDTH 32 3/8" DLO: WIDTH 130° MAX. O.A. WIDTH 57 7/8" FIXED SASH WIDTH 51 3/4" D.L.O. WIDTH X 0 • X 54 II H° //� Ii 59.9/16" 0.A. SASH HEIGHT 63" 8) MAX. 0.A. HEIGHT RSVISIDNS • EV 1 DESCRIPTION DATE APPROVED NOTES: 1) THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 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) 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. 4) FRAME AND SASH MATERIAL: PVC 5) UNITS MUST BE GLAZED WITH 7/8" IGU LAMINATED GLASS OR 11/32° SINGLE LAMINATED GLASS PER ASTM E1300. SEE SHEET 4 FOR APPROVED GLASS TYPES. 6) APPROVED IMPACT PROTECTIVE SYSTEM I$ NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 7) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK FOR ANCHORING INTO MASON H SUFFICIENT LENGTH TO ACHIEVE MENT INTO SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) FOR ANCHORING 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. 10) FOR ANCHORING INTO 16GA. MINIMUM STEEL STUD USE #10 TEK SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3— THREAD PITCHES MINIMUM BEHOND SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11) ALL FASTENERS TO BE CORROSION RESISTANT. 12) 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 T 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, PE 1 (0R GREATER). D. METAL FRAMING — 16GA. (.060") MINIMUM THICKNESS. O/4" HT 6° MAX. TYP, 8" MAX. 0.C. TYP. 3LT HR2810M1 PVC HORIZONTAL ROLLER VVINDOT' EXTERIOR VIEW QESHIN PRESSURE RATING IMPACT RATNQ + 75.0 PSF - 100.0 PSF LARGE AND SMN1 MISSILE IMPACT SHEET NO. 6" MAX. TYR •• ••• • • • • • •• • • • • TABLE OF CCONTENTS• • • • • • • • • •• •s• •• • • • •♦ DESCRIPTION POT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 1 ELEVATION, ANCHORING AND NOTES 2 BOX FRAME INSTAIAAPOND QGTAILS • • • • • • 3LT HR281 OMI PVC . HORIZONTAL ROLLER WINDOW 130" x 63" ELEVATION, ANCHORING AND NOTES 3 FLANGE FRAME INStALLA11( DETAIL • • • • • • • • •LAWN: 'WORM JH 08 -00844 COMPONENTS AND INC ,REA1 • • • •• • • 2• •• • ISMS NTS PRATE 09/02/09 Ist,EET1 OF 4 •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • APPROVED SEALANT BY OTHERS APPROVED SEALANT BY OTHERS 1 3/8" MIN. EMBEDMENT 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 1/4" MAX. RIGID FILLER SHIM 2X BUCK /W000 FRAMING BY OTHERS. 2X BUCK TO BE PROPERLY SECURED 16GA. MIN. STEEL STUD RIGID FILLER 3— THREAD PITCHES BEHOND SUBSTRATE MIN. PENETRATION 1/4" MAX. J SHIM 3/16" ITW TAPCON EXTERIOR INTERIOR .l P •, .h7ar17 IX BUCK MASONRY/CONCRETE EXTERIOR INTERIOR #10 WOOD SCREW II�!,I EXTERIOR 1 INTERIOR HEAD INSTALLATION DETAIL 2X B11CK WOOD FRAMING HEAD SHOWN JAMB IS SIMILAR #10 TEK SCREW EXTERIOR l' —' I INTERIOR EXTERIOR M N INTERIOR #10 TEK SCREW APPROVED SEALANT BY OTHERS ' TAPCON ITW TAPCON APPROVED SEALANT RIGID FILLER Y OTHERS 1X BUCK BY OTHERS, 1X BUCK TO BE 1/4" MAX. J T — PROPERLY SECURED SHIM 2X BUCK /WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED #10 WOOD SCREW APPROVED SEALANT RIGID FILLER BY OTHERS 1 3/8" MIN. EMBEDMENT 3— THREAD PITCHES BEHOND SUBSTRATE MIN. PENETRATION 4 5 8" MIN. SILL INSTALLATION DETAIL IX BUCKMASONRY/CONCRETE SILL INSTALLATION DETAIL 2KBUGWWOOD FRAMING •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• SILL INSTALLATION DETAIL 1BGA. METAL FRAMING PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 RIGID FILLER 1/4" MAX. SHIM 160A. MIN. STEEL STUD 3LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 130" x 63" BOX FRAME INSTALLATION DETAILS ••• • • • • • • • • • • • • • •• •• ••• • • 0 • • • ••• • • • • • ••• • • • • • • • • • • • • • •• ••• ••• • • 08 -00844 09 02 09 sHEET 2 OF 4 1 1/4° MIN. EMBEDMENT 2 5/8" MIN. F EDGE DIST. 4 APPROVED SEALANT BY OTHERS MASONRY /CONCRETE BY OTHERS APPROVED SEALANT BY OTHERS 1 3/8" MIN. EMBEDMENT 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 1/4° MAX. RIGID FILLER SHIM 3/16° Crw TAPCON EXTERIOR INTERIOR HEAD INSTALLATION DETAIL 1X BUCK MASONRY /CONCRETE HEAD SHOWN JAMB IS SIMILAR EXTERIOR INTERIOR 3/16" ITW TAPCON RIGID FILLER 1X BUCK BY OTHERS, 1K BUCK TO BE PROPERLY SECURED APPROVED SEALANT BY OTHERS 1/4" MAX. { SHIM i 1/4" MIN. EMBEDMENT REVI. REV 1 DESCRIPRON DATE APPROVED 2X BUCK /W000 FRAMING BY OTHERS. 2X BUCK TO BE PROPERLY SECURED $10 WOOD SCREW EXTERIOR N M j INTERIOR HEAD INSTALLATION DETAIL 2X BUCK/WOOD FRAMING HEAD SHOWN JAMB IS SIMILAR EXTERIOR .4 2 5/8° MIN. _ EDGE DIST_ SILL INSTALLATION DETAIL IX BUCKMASONRY /CONCRETE INTERIOR 1/4° MAX. SHIM APPROVED SEALANT BY OTHERS 2X BucK/W00D FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED #10 WOOD SCREW RIGID FILLER } 1 3/8" MIN. EMBEDMENT SILL INSTALLATION DETAIL EX BUCK/WOOD FRAMING •• ••• • • • • • • • • • • e • ••. • • •• ••• •• • • • •• ••• ••• • ' • • • • • • • .ADAM • ••• • • • • • • • • • • • 4' 3- THREAD PITCHES BEHOND SUBSTRATE MIN. PENETRATIO APPROVED SEALANT BY OTHERS 16GA. MIN. STEEL STUD • RIGID FILLER 1/4° MAX. j SHIM #10 TEK SCREW EXTERIOR 1 jI ) I INTERIOR aM 1 HEAD INSTALLATION DETAIL 160A. METAL FRAMING HEAD SHOWN JAMB IS SIMILAR EXTERIOR N INTERIOR APPROVED SEALANT BY OTHERS } 3- THREAD PITCHES BEHOND SUBSTRATE MIN. PENETRATION #10 TEK SCREW RIGID FILLER } 1/4° MAX. SHIM 16GA. MIN. STEEL STUD SILL INSTALLATION DETAIL NSA. METAL FRAMING PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 3LT HR2B10MI PVC HORIZONTAL ROLLER WINDOW 130" x 63" FLANGE FRAME INSTALLATION DETAILS • • • • • • • • •• • DRAWN: *NH NTS PATE 09/02/09 j SWEr3 OF 4 DWG NO 08 -00844 5 • • !ILIA #�i „• y�GEMSFgm y *• 6 • *. fir+ rar OF •rw •v/ONa i1``� • • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rir 1 3 1/16° EIT0 4 29/64" HEAD & JAMB (8301) VINYL PVC .075" THICK 1 53/64" 1 1/2" 2 13/64° SILL (8303) VINYL PVC .075" THICK t 2 13/64" 1 15/32° it INNER INTERLOCK RAIL (8308) OUTER INTERLOCK RAIL j8307) VINYL PVC .07" THICK VINYL Pvc.o7° THICK 1 11/16° r 9/64" 25/64" I—SILL TRACK ALUMINUM 6003.75.08" THICK 7/8" 1 /8" HS .090" SGP BY DUPONT 1/8° HS EXTERIOR SIKAFLEX 552 1/8" TEMP 1/8" 1 19/64" - HS INSERT (NC- RW--PR -118) 6083 -T5 ALUMINUM .085" THICK 1 1/2" 2 13/64° REVISIONS REV DEECRTPRON DAZE APPROVED r- 2 35/64" -1 1 17/64" T r 2 25/64° 1 3/64" ❑1 59/64° 51/64" STIFFENER (ST1007B) 1664 GALVANIZED STEEL VERTICAL STIFFENER (NC -RW -PR -113) ALUMINUM 6063 -T 5.08" TMCK -1 1 1/2" 2 3/16° 1 15/32" HORIZONTAL SASH (8305) VINYL PVC .07"THICK S INTERIOR EXTERIOR GLASS TYPEA 5/32" J RIGID FILLER VINYL PVC THICK 5/16" .090" SGP BY DUPONT 1/8" HS ( NTERIOR ▪ • •• ••• •• 1 10� 63/64" �{J 5/16" PLAIN BEAD (8321) 1 15/32" 53/64" VERTICAL SASH (8306) VINYL PVC .07" THICK 25/32" 1tMI 13/- 32" SASH INSERT (NGPR -117) 6083 -T5 A L UMIN UM .085 • THICK VINYL PVC .06" THICK • • • •• • • • • • •• ••• ••• • ••• • GLASS TNPE B • • • • • • • • • • • • • • • • • • •• • • Alb • • • • 1 1 ill- [. 63/64" �r- r-- -sn 5/32" R GID FILLER ob LIFT BEAD (8324) VINYL PVC .15"THICK 1 ! 63/64" 5/16" LIFT BEAD (8320) VINYL PVC .08'?NICK 1 39/64" 1 3/64° 1 9/32" VINYL PVC .06" THICK 63/64" -. 1- 17/64" ] 7/8° 1='LAJN BEAD (8325) VINYL PVC .06 °THICK PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 3LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 130" x 63" COMPONENTS AND GLAZING DETAILS DRAWN: TJH 08 -00844 1 `fA1 F NTS 'DATE 09/02/09 1T 4 OF 4 ll'S1 //7 $ 6 R IS24717.;.: 4:19:14747::‘" � E 11IIV • G is: t:.`p • • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •