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WS-11-753Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 158945 Permit Number: WS -4 -11 -753 Inspection Date: May 26, 2011 Inspector: Bruhn, Norman Owner: SAXON, MARY Job Address: 1285 NE 95 Street Miami Shores, FL Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060144020 Phone: (954)792 -4415 Building Department Comments REPLACE 13 WINDOWS 1 DOOR Passedf4 �� Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until May 26, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 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 Permit No. 115 Master Permit No. BUILDING PERMIT APPLICATION FBC 20 APR 2 9 NU Li fcrio ..'.`.:...... . Permit Type: BUILDING ROOFING f/ OWNER: Name (Fee Simple Titleholder): (, )%2TE C' / S A A) Phone#: 30S-- 3 /a (� d� Address: NG 9.5- 5r, City: /Than/ n/ Si i0/2e-S State: Zip: 33/3i Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: ./02 0 ) Ak- 95 / City: Miami Shores County: Miami Dade Folio/Parcel #: //- 3 Ob ° 0/ 0 Is the Building Historically Designated: Yes NO Flood Zone: Zip: '3 i 3 V' CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Phone #: 954.792.4415 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: Phone#: Value of Work for this Permit: $ ./e.4 A ‘7q Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New fRepair/Replace ❑Demolition �y-��, Description of Work: CPC/ 1-C /3 afri-cr-- GchAi c u n boOrZ. ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ d -C° CCF $ CO /CC $ cA Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 2 s _ L `/ 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 FT.F.CTRICAL 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of .such posted notice, the inspection will , t be a, proved and reinspection fee will be charged. Signature Owner or Age i t The foregoing instrument was acknowledged before me this if a,'"Vf " day of zi L , 20 D , by RTE/e_ 39 -?(QA) , who is person vknown tome or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: NOTARY PUBLIC -STATE OF FLORIDA My Commission Expires: .•` “ "''o, y p Danel Luis Guerra `Commission #DD751938 °'•.,;,.0 Expires: JAN. 24, 2012 BONDED 1Hxu ATLANTIC Bo ®Na$e T11M ATLANn sli Sa* APPROVED BY Contractor The foregoing instrument was acknowle.dged before me this 4 day of deztc ,20// , by tO tpb who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: fr1 2 60EIZIZA NOTARY PUBLIC-STATE OF FLORIDA My Commission Expires'‘`'" Danel Luis Guerra � ";,' Commission # DD751938 .` Expires: JAN. 24, 2012 Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) fAmvA t t C�iST(>fMER NAME; tail rim OF PROPERTY FLOG Hg° muigi #':' uRE`FE i' 1111.l ®1_111® IMIN1Jll �IIy� O;�y ��le,���y�y��i Y ,�llF7fril nn !EMU UM 1 111 ONVE ON OISOMMOSSMIN MOM �tr � _r �MNran I tail at , siiism,Ma INEINI ., AIM NVOISSINESSMIM 11111111111111M, illi imilital MIR i116==.._-!..-111.-----==UNORMMI iieu� r imill Ell MINIIIMIN Mme; IMO alsE MOM a IS EminlialOMMINORIE IS al anrANINIO IM 1 MOJIMIS Missio 1 in 1170731iviim. a . ON a NILLi I a, . ININIAMON Niii7n, Woo so MM. OE INIAN 11111 11116 illannlirlingrallratUrr �r E 11 Jl }fz fl y � rr IN - �.,aasssmalS®e IIA■�rArl,i.�i�i�i�l� 4: f �� nil a 1� ^_�M ® SI IN �41173�� �� M. lea RTa3 as al mosammmwaniammain la ot11 000molE110 ®ice. 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A ailitionswiiinkainNinanlistaiNi amialiiii0 li 111 < aril 11mEOPMgmasprialliariggnIl as 11 41 soma saro 1.iut taosamono r MOM NIMEMENSI IMMINIE M® ,' e : ir ■IMILV �■ ®Je6 ®IONI nom - n - r ' li M Kati 1 MOW Ili a i MOM! 11 IR � _ � l..� le x.43, S MO in, �N moo 11111111111.111111111111121111111111111111. 1111111NOMMISINIFFIr eillIMIIIMMi iii s j��` Mille€ 0 0411111C '4®sISi� ®�i� linarrlinlirrarning l , tAill. b MEN vonagoommisamilITIMIUNIMIIMINUMMUNINIMMENISSILIMumishiaaamdmawiimmaimmaimeni. iffal lin la l qi in•RF44 Isimariammaim milisinimis li IN M aismovem i mi I A f AND COUNTY RULES AND REGULATIONS 03/02/2009 - 5:01 pm troyb F:103 Elements \10 Loading \11 Calculators\ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0-60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 D LOADS FOR COMPON LADDING EXTERIOR ZONE 5 PRESSURES INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES PST) • Zone 4 10 15 20 Tributary Area (So Ft) 40 45 50 25 30 35 0 -15 ft -50.4 +46.5 -49.2 +452 -48.3 +44,4 -47.6 +43.7 -47.1 +43.1 48.6 +42.7 -46.2 +42.3 -45,9- +41.9 -45.5 +41.6 16 ft -51.1 +47.1 49.8 +45.9 49.0 +45.0 48.3 +44.3 47.7 +43.7 47.3 +43.3 46.8 +42.9 46.5 +42.5 462 +422 18 ft -52.4 +48.3 -51.1 +47.0 -50.2 +46.1 -49.5 +45.4 -48.9 +44.8 -48.4 +44.3 -48.0 +43.9 -47.7 - +43.6 47.3 +432 20 ft -53.5 +49.4 -52.2 +48.1 -51.3 +47.1 -50.6 +48.4 -50.0 +45.8 -49.5 +45.3 -49.1 +44.9 -48.7 +44.5 ` -48.4 +442 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46.3 -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 24 ft 56.6 +51.3 - 54.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 26 ft -56.6 +52.2 - 552 +50.8 -542 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 +53.0 - 56.1 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +492 -53.2 +48.7 -52.7 +482 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 +53.8 -56.9 +52.3 -55.9 +51.3 -55.1 +50.8 -54.5 +49.9 - 53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 -56.7 +52.0 -55.9 +51.3 -55.2 +50.6 - 54.7 +50.1 -54.2 +49.6 -53.8 +49.2 -53.4 +48.8 34 ft -59.9 +55.2 -58.4 +53.7 - 57.4 +52.7 -56.6 +51.9 -55.9 1 +51.3 -55.4 +50.7 - 54.9 +50.2 -54.5 +49.8 -54.1 +49.4 36 ft -60.6 +55.9 -59.1 +54.4 -58.1 +53.3 -57.3 +52.5 -56.6 +51.9 -56.1 +51.3 - 55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 +56.5 -59.8 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 - 56.7 +51.9 -56.2 +51.4 - 55.8 +51.0 -55.4 +50.6 40 ft -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 - 57.3 +52.5 -56.8 +52.0 -58.4 +51:5 -56.0 '+51.1 42 ft -62.6 +57.7 -61.1 +56.2 -60.0 +55.1 -592 +54.3 -58.5 +53.6 57.9 -` -- +53.0 - -57.4 +52.5 - 57.0 +62.1; -56.6 +51.7 44 ft -63.2 +58.3 -61.7 +56.7 -60.6 +55.7 -59.7 +54.8 59.1 +54.1 - 58.5 +53.5 -58.0 +53.0 _ -57.5 +52.6 57:1 +522 46 ft -63.8 +58.8 -62.3 +57.3 -61.2 +562 -60.3 +55,3 -59.6 +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 -60.8 -60.1 -59.6 -59.0 9.0 -58.6 -58.2 -58 -80.8 +60.4 +59.4 +57.8 +56.7 +55.8 +55.1 ( +54.5 +54,0 +53.6 +53.1 50 ft -64.9 +59.9 -83.4 +58.3 522 +572 -61.4 +56.3 -60.7 +55.8 -80.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft -65.5 +80.4 - 63.9 +58.8 -62.8 +57.6 -61.9 +56.8 -612 +56.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -592 +54.0 54 ft -66.0 +60.8 - 64.4 +592 -63.3 +58.1 -62.4 +57.2 -61.7 +56.5 -61.0 +55.9 -60.5 +55.4 50.1 +54.9 -59.6 +54.5 56 ft -66.5 +61.3 -84.9 +59.7 53.7 +58.5 -622 +57.7 -62.1 +56.9 -81.5 +56.3 -61.0 +55.8 -60.5 +55.3 -60.1 +54.9 60 ft - 67.5 - 65.8 -64.7 -63.8 - 63.0 -62.4 -61.9 51.4 -61.0 +622 +60.6 +59.4 +58.5 +57.8 +67.1 +56.6 +56.1 +55.7 P.1 z �n REMARKS INF ISSUE REVISE FOR 07 FBC DRWN CL CHKD TSB FLB FLB Mean Roof Height DESIGN PRESSURES PST) • Zone 5 10 15 20 Tributary Area (So Ft) 40 45 50 25 30 35 0 -15 ft -62.2 +46.5 - 59.8 +452 -68.0 +44.4 - 56.7 +43.7 - 55.8 +43.1 - 54.8 +42.7 -53.8 +42.3 -53.1 +41.9 -52.5 +41.6 16 ft -63.1 +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 -532 +422 18 ft -64.6 +48.3 - 62.1 +47.0 - 80.3 +46.1 -58.9 +45.4 -57.8 +44.8 -58.8 +44.3 -55.9 +43.9 - 552 +43.6 -54.5 +432 20 ft - 66.1 +49.4 -63.5 +48.1 -61.8 +47.1 -802 +46.4 -59.0 +45.8 - 58.1 +45.3 -57.2 +44.9 - 56.4 +44.5 -55.8 +44.2 ...--42ft - 67.4 -64.8 49.0 - 62.9 +48.1 - 61.4 +47.4 -602 +46.8 -59.2 +46.3 - 58.4 +45.8 -57.6 +45.4 -58.9 +45.1 24 ft -68.7 +51.3 .0 .9 -64.1 +49.0 -62.6 +48,2 -61.4 +47.6 - 60.3 +47.1 -59.4 +46.7 - 58.7 +46.3 -58.0 +45.9 26 ft +52.2 -67.1 +50.8 -65.1 +49.8 -63.6 +49.1 -62.4. +48.4 -61.4 +47.9 -60.4 +47.5- -59.6 -+47.1 -58.9 +46.7 28 ft -70.9 +53.0 -682 +51.6 -662 +50.8 -64.6 +49,8, - 63.4 +492 -62.3. +48,7 - 61.4 +482 -60.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 -692 +52.3 -67.1 +51.3 - 85.6 +50.6 -64.3 +49.9 -63.2 +49.4 -62.3 +48.9. 51.5 +48.5 -60.7 +48.1 32 ft -73.0 +54.5 -70.1 +53.1 58.1 +52.0 58.5 +51.3 - 852 +50.8 -64.1 +50.1 -63.1 +49.6 -62.3 +492 -81.6 +48.8 34 ft 36 ft -73.9 +552 -74.8 +55.9 -71.0 +53.7 -71.9 +54.4 -68.9 +52.7 -69.8 +53.3 -87.3 +51.9 -68.1 +52.5 -66.0 +51.3 -66.8 +51.9 - 64.9 +50.7 - 65.7 +51.3 54.0 +502 -64.7 +50.8 -63.1 +49.8 - 63.9 +50.4 -62.4 +49.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 -70.8 +54.0 -68.9 +53,1 -67.8 +52.5 -66.5 +51.9 -85.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 -69.7 +53,7 -68.3 +53.0 -672 +52.5 -662 +52.0 -85.3 +51.5 -64.5 +51.1 42 ft -77.3 +57.7 -742 +562 -72.1 +55.1 -70.4 +54.3 -89.0 +53.6 -67.9 +53.0 -66.9 +52.5 - 66.0 +52.1 -652 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 -69.7 +54.1 - 88.5 +53.5 -67.5 +53.0 56.6 +52.6 -85.8 +52.2 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +582 -71.8 +55.3 -70.4 +54.6 -692 +54.0 582 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -76.3 +572 -74.1 +56.7 -72,4 +55,8 - 71.0 +55.1 -69.8 +54,5 -68.8 +54.0 -67.9 +53.6 -87.1 +53.1 50 ft -802 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +58.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 -68.5 +54.0 -67.6 +53.8 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 +56,8 -722 +56.1 -71.0 +55,4 -69.9 +54.9 -69.0 +54.5 -682 +54.0 54 ft -81.5 +80.8 -78.3 +592 -76.0 +58.1 -742 +572 -72.8 +56.5 -71.6 +55,9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 56 ft -821 +81.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +542 60 ft -83.3 +62,2 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDmONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR Lk Ki IHCATION, 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 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 VAUD 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 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 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'S OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT AU. IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 1 ELEVATION WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT ENGINEERING EXPRESS ° 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH m885 MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address:1285 NE 95 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 FL13040.2 +65.0 -120.0 +51.3 - 55,6 351/2 x 24 3/4 NO YES 2 4, 4, 4, 4, 4, 4, 36 x 37 3/4 4, YES 1 x 4 4, 3 4. 4, 4, J, 4, 4, 4, 4. 06- 0125,07 4, 4 4, 4, 4. 4, 4 4, 36 x 80 .(. y 5 4, 4, 4, 4, 4, J. 36 x 50 4, 4, 6 4. 4, 4, 4, 4, 4, 4, 4. 4, 7 4, 4, 4, 4, 4, 4. J. 4, 4, 4, 8 J, 4, 4, 4, 4, 4, 36 x 501/2 4, 9 4, 4, 4, y 4, -68.7 18 x 381/4 J. J. 10 4, 4, 4, 4, 4, > -55.6 36 x 501/2 4, 4, >< 4. 11 12 4, FL13040.2 +65.0 -120.0 +51.3 -55.6 36 x 381/4 4. 13 4, 4. 4. 4, 4, -68.7 36 x 501/2 4, 4. •' 4, 14 4' 4, 4, 4, 4, 4' J• 4, 15 DOOR 09- 0310,05 +85.0 -75.0 4, 4, 341/2 x 851/4 4, 16 4, 4, J, 4, 4, 4, 37 x 851/4 4, - 4, L 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 AID 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 High Velocity Hurricane Zone. DESCRIPTION: Aluminum batwing Entrance Door -LMI APPROVAL DOCUMENT: 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 rrcntrol 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 A IJ. 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 shalt 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 ,hall 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 manufacturer 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 13-1, as well as approval document mentioned above. The submitted documentation was reviewed by /shag L Chanda, P.E. MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI,.FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.aov/buildinacode NOA No 09- 0310.05 Expiration Date: dune 10, 2014 Approval Date: June 24, 2009 Page 1 Eurotech Industries. Inc. NOTICF OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 08- 0507.10) I . . Manufacturer's die drawings and sections. 2. 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. 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 Pont, P.E. 2. Test reports on I) Air infiltration Test, per PBC, 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 20394 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 034 2, 08- 1889, 08 48890 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 Vigar, P.E. 2. Complies with ASTM E1300-02 & -04 D. QUALI'T'Y ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 07- 1116.04 issued to El. DuPont DeNemours for "SentryGlasPlus ", expiring on 01/14/2012. 2, Notice of Acceptance No. 05- 1208.02 issued to "E.T. DuPont Denemours" for "DuPont Butaeite PVB" dated 02/15 /01, expiring on 12111/10. 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. 01 KM 1. 'This renews & revises NOA # 08- 0507.10, expiring June 10, 2009. 2. Test proposal # 07 -3527 approved by BCCO. kstvec t. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 09 -0310.05 Expiration Date: June 10, 2014 Approval Date: June 24, 2009 E -1 (2) AWL. ANCHORS AT 2 00. AT RTG. STILE ENDS NO. FOR WOOD OR WOOD RUCK INSTALLATIONS ONLY DOOR HOMES SEE SHEET 2 FOR OUANTRIES & CAPACITY 75 3/4' 5 NAV. HEAD /SILL CORNERS EI SERVIATE FOR 8IDW E N� I RA11140 ALO DETAIL APPROVED MUM SEE SEPARATE HOA c;cvzcc=o_ it J CC 1 ALUMINUM OUXSWING ENTRANCE 1008 APPROVAL APPLIES TO SINGLE (X) ANO DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS AN COMBINATION WITH SIOELRES USIA MIALE- DADE.COLNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOODLE DOORS WITH 014 WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI -MADE COUNTY APPROVED MULLION (N BETWEEN. LOOSER DESIGN PRESSURES FROM 0008. SIGEUIE dR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WM4I THE REQUIREMENTS OF THE FLORIDA m12DPM CODE 2007 EDITION INCLUDING NM VELOCITY HURRCANE ZONE (IM40. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS ELWEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF TIES APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LOOTED TD SCRIMS. THAT CONE INTO CONTACT WITH OTHER DISSMI AR MATERIALS SHALL THE REQUIREMENTS OF 2007 FLEA BLDG. CODE SECTION 2003.8.4. LEAF WIDTH THESE ODORS ARE RATED FOR LARGE At SMALL MISSN.E DAPACT. SHUTTERS ARE NOT REOUIRED. LEAF NOM EAgr. ANIUO now R CAA. 22o09 PRODOCEEUENEWIDP aseamptrAIRAPEAtEEN +INTO RIPigtoi to �.,�IY 1 DNWbim {sheet T of 5 DESIGN LOAD CAPACITY - PSF SINGLE (2) DOORS DOOR SIZE s suss ETRE 'A' WITH K KEW 0 087. ( +) H HO. ( -) 2/6 7 AS MOD. 75.0 8 85.0 3/0 0 0/8 7 75.0 8 85.0 3/6 7 6063 -16 75.0 8 85.0 2/6 7 1/ LEAF 75.0 5 53.0 3/0 7 7/0 7 75.0 8 85.0 3/8 7 4063 -76 75.0 W WS 370 8 8/0 7 75.0 8 85.0 - 6 Y2-1461 AS AE00. DOORS APPROVED FOR MSTNJATINS WHERE WATER I2FB.1RA11011 RESISTANCE RS REMAND JOCKS SINGLE BOORS; 3 POW 1.001 SYSTEM AT ACME 80012 STILE 36' PRO9 801108. ISLE OPERATED 08 EXTERIR AND 0H01S TURN ON INTERIOR. BIRDIE PWE 1 -I /4' x 1/4• x 18 -1/4• L0148 ATTACHED WOlI (2) 16 X we sus HINGES SINGLE 00008* TWO-HANDED CZILDI HNC CORLNED AUJ*W4W1 8806E 2 BY '05550' Kt 6.IIr 25. 63 -1/2" AND 82 -1/2. 7608 119P OF DOW DESIGN LOAD CAPACITY -- ?SF SINGLE (2) DOORS DOOR ME 00805 TYPE 'B' 411TH NOWT 082. (+) W. ( -) 2/6 MILO 140.0 3/0 5/8 100.0 140.0 3/3 100.0 140.0 2/6 100.0 *449 3/0 7/0 100.0 140.0 3/3 190.0 140.0 2/6 100.0 140.0 3/0 8/0 100.0 140.0 3/3 *00.0 140.0 ODORS Amato FON 0L41ALtANIAS SINEW WATER ONLTIN ONI RESISTANCE IS REWIRED. . SJNG15 1200 81140188E OPERATED COALED FLUSH BOLTS AT TOP API WTY0A OF ALINE LEAF 5557 +02181 ATTACHED 41711 (4) (110 x 1 -1/2' 8129. 3 POr4T LOCK &157EY AT ACM 1,065 SIRE 38 FR011 emus. KEY oPERNIED ON EXTERIOR AND 117088 TURK ON INTERIOR. STROKE PLATE 1 -1/4" X 1/4' X 16 -1/4• LOW ATTACKED W104 (2) t8 x 3/4' SS 105685 SINGLE • DOORS; 1140- 8111055 COW HOG EX1f&1MI60A 61800E 2 126 *Gene (7) . LEAF 71004 000 iaP AND BOTT09. ONE AT ROSPA* (6) PER IEAY A7 6/8 00088 AT 3". 47 *110 26 -3/8' 7R08 TOP AND BOTTOU • DESIGN LOAD CAPACITY - PSP DOUBLE SLDC) DOORS 06026 SIZE CLASS TYPE 'A OR 'JY WITH HOOHT EXT. (4.) OdM. (-) 8/0 his 75.0 75.0 6/4 75.0 70.0 5/0 7/0 751 75.0 6/4 750 75.0 5/0 75. 750 8/4 V1 75.0 7SA LOWS SHOWN 51X030 ME FOR N ATAATONS M61EPE POTTER INFILTRATION 1E461ANCE'6 IOT REWIRED. LOIIT 07ER0R(4) LOMOS TO 48 PST• FOR DBTALLNIO S NINE MATER 086.850961 RESL4IAP85 *S REWIRED. 1188 1 PAIN I AM. DES02*8110N MAYIDOAL 14A117. /OUP*U88/R 1 ER005 AS MOD. 000t :8188 6063 -16 - 2 E1012 AS REQO. DOOR LEAF 6063 -16 - 3 80*555 1/ LEAF DOOR BASE COMO 6083 -10 - 4 .14-1483 1/ 0008 6881E SILL 4063 -76 - 5 - 1/ 0008 SILL BASE 6063 -76 - 6 Y2-1461 AS AE00. NORMOL SALE 6083 -26 - 7 72 -1535 4/ LNE 0AZING 6810 . SJNG15 1200 81140188E OPERATED COALED FLUSH BOLTS AT TOP API WTY0A OF ALINE LEAF 5557 +02181 ATTACHED 41711 (4) (110 x 1 -1/2' 8129. 3 POr4T LOCK &157EY AT ACM 1,065 SIRE 38 FR011 emus. KEY oPERNIED ON EXTERIOR AND 117088 TURK ON INTERIOR. STROKE PLATE 1 -1/4" X 1/4' X 16 -1/4• LOW ATTACKED W104 (2) t8 x 3/4' SS 105685 SINGLE • DOORS; 1140- 8111055 COW HOG EX1f&1MI60A 61800E 2 126 *Gene (7) . LEAF 71004 000 iaP AND BOTT09. ONE AT ROSPA* (6) PER IEAY A7 6/8 00088 AT 3". 47 *110 26 -3/8' 7R08 TOP AND BOTTOU • DESIGN LOAD CAPACITY - PSP DOUBLE SLDC) DOORS 06026 SIZE CLASS TYPE 'A OR 'JY WITH HOOHT EXT. (4.) OdM. (-) 8/0 his 75.0 75.0 6/4 75.0 70.0 5/0 7/0 751 75.0 6/4 750 75.0 5/0 75. 750 8/4 V1 75.0 7SA LOWS SHOWN 51X030 ME FOR N ATAATONS M61EPE POTTER INFILTRATION 1E461ANCE'6 IOT REWIRED. LOIIT 07ER0R(4) LOMOS TO 48 PST• FOR DBTALLNIO S NINE MATER 086.850961 RESL4IAP85 *S REWIRED. 1188 1 PAIN I AM. DES02*8110N MAYIDOAL 14A117. /OUP*U88/R 1 ER005 AS MOD. 000t :8188 6063 -16 - 2 E1012 AS REQO. DOOR LEAF 6063 -16 - 3 80*555 1/ LEAF DOOR BASE COMO 6083 -10 - 4 .14-1483 1/ 0008 6881E SILL 4063 -76 - 5 - 1/ 0008 SILL BASE 6063 -76 - 6 1188 1 PAIN I AM. DES02*8110N MAYIDOAL 14A117. /OUP*U88/R 1 ER005 AS MOD. 000t :8188 6063 -16 - 2 E1012 AS REQO. DOOR LEAF 6063 -16 - 3 80*555 1/ LEAF DOOR BASE COMO 6083 -10 - 4 .14-1483 1/ 0008 6881E SILL 4063 -76 - 5 - 1/ 0008 SILL BASE 6063 -76 - 6 Y2-1461 AS AE00. NORMOL SALE 6083 -26 - 7 72 -1535 4/ LNE 0AZING 6810 8483 -16 - 8 2801 AS REOD. 012000 BASKET M04ML - 9 - .. - - - 10 1001/50 1/ CORNER CONFER 80* &WNW BON5C U0 11 006068 4/ LEAF MBE8 A11MON191 DEINE 12 110 x 3/5' 4/ NNE ism 107543ATOK Saws - Pn meNNE =68 13 - AS RE00. 1x011 4' - - 14 110 A 2• As .800. Asssay 508085 - 1414 SELF OR63RO 15 112 X 1 -1/4 - FTWME ASSEMBLY SCESS - SFS LOCif4 DOUBLE 12000.9• ACME LEAP; MANUAU.Y OPERATED CONCEALED 11.08H Was AT 10P AND 001105 OE AcOVE LEAP PART 102181 ATTACHED 09TH (4) 18 x 1 -1/2" sus. • 3 10547 RACK MEN Al ACME L00lI 518E 38" FR0S 30770►. 012E OPERATED ON ExTEtOOR AND 11x479 TURN ON 3081808. MANUALLY OPERATED CONCEALE12 FOURS 150016 AT 705 AND corm OF *NOCCP& 1515 PART 102166 ammo 91111 {4) 16 x 1 -1/2. 5614. 1006000601615 DOORS• 150- 152DE0 COMB FxNG 0X1RUDE0 ALUMNA! MOE 2 117 vassr AATT) 6 . PER 12 ,335•. 633-1 /2" NO 92 -1/2' 65011 10N' OF 00011 801E: 105 AND 00TTON 880511 BOLTS RUST DE FLNGAtEO OKRNS PERT= 07 8U11BCANE 00186008 3/16" KEAY S2AE470 60*55 .080' INTERI.A725 8UTASTE PYB DY 'DU 0147 3/16• HEAT STREN'D CLASS 3/18' HEAT SIR88O 0A48 .100" 641ER(AyER SE611R1R7,A3 PLUS BT 'OIMONT' 3/16- 14w STRD40 GLASS SILICONE GE SCS SSl, A2E� SBJCONE OE SW LG6AZE 02800 S GLASS TYPE moDucrammviD sitsavayismiladis AmDaaee Qtr TE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTIR E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05 -DEC -210 LASS TYPE 'H' taw: AVON sus RAPE 3536 JUN 0 2 2009 ( 2 s) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • MEAL ANDS RS SEE ELEVATIONS TRY FCR SPAflNG WOOD BUCK TYPICAL Ate SEE ELEVATIONS FOR SPACING ARIA. STRUCTURE ACCESS ROLES WIN PUNS TYPICAL ANCHORS SEE ELEW (OtFS FOR SPACING BEE SOMME RCM net T WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. a Wm -ONE COUNTY APPROYED SEE AMNON SEPARATE TYPICAL SEE ELEV. FOR SPACING PROSOCTIORMIM tw86ie1fedi pdSSi�e rr :•ry.. t ptU1Ulit SUS S FR0 i ENDS MID 18• 0.C. MAX. (4) 1I2 1T 1" SM5 AT 2° aC. MAX. A CENTER OF SU. SEE ELEV. FOR SPAGIt ° .- V -,. • umrn ES. Fy»155Im) ...ow .' WOOD STRUCTURES 1 -3/8" MIN. PENETRATON INTO W000 THRU IBY BUCKS INTO CONC. OR MASONRY t -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4' 0 T£Nj./%IR9 -Ftcu mF RN SMEWS (CROCE S cats) INTO MIAMI -DADE COUNTY APPROVED MULLIONS 5410 METAL STRUCTURES STEEL : 1 j8° TM. MIN. (Fy = 38 KSI MIN. ALUMINUM 1/8" 1HK. MIN. (8083 -T8 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) l alre 11_ EDGE OIS TABX:E INTO CONCRETE AND. MASONRY = 2 -1/2" MIN. INTO MOOD STRUCTURE = 1" MIN.• INTO METAL STRUCTURE - 3/4' MIN. CONCRETE re = 3000 PM MEN. C-90 IIOLLO v/FIULL.ED MOCK rm. - Zoo P9 ERN. S$ALANTS: ALL FRAME AND LEAF CORNERS AND JOINTS SEALED 1FITN RECD. AT DOORS AOSEL OR TEKNA 50729 SEALANTS. ONLY • MCA. APECIUMS SEE FIEV. FOR SPACE% • v • • 1 OTIL FLA PE 55553 OAR. 3535 L ,NN 0 2 2009 ACTIVE LEAF i IN -ACTIVE LEAF ® 0 m • l = , yam^ - ;� I • ��i�I "� - I iT�� Florida Bui 'Ming Code Online ' htlp://www.floridabuilding.org/pr/pr app_dhaspx?parart wGEVX.. ii BOSHome ! Leg In 1 userRegmtratron Hot Topics ( SubmtSuriharge I stetsaFacts I Pub@atIons j FBCStaff I acs Sae Map 1 Unks I Search Product Approval USER: Public user P SIS Agraoval Maw > goduct or AAeprg SSI Search > Segagr n LSt > APPIkatbn Damn FL Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Finail 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 bciark@pgtindustries.com Robert Clark 1070 Technology Dr. Venice, FL 34275 (941) 480 -1600 Ext21106 bdark = pgtindustries.com Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 8 Evaluation Report - Hardcopy Received Luis Roberto Lomas PE -62514 Keystone Certlfications, Inc. 12/31/2011 Steven M. Uridt, PE Validation Checklist - Hardcopy Received FL13040 RO COI 511388.odf Standard AAMA/WDMA/C SA 101/I.S.2/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 Alv • Florida Building Code Online ' Equivalence of Product Standards Certified By Sections from the Code htipJ /www.floridabuilding.olg/pr /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 Products 09/09/2009 09/10/2009 09/15/2009 10/13/2009 R. A Model, Number or Name Description 13040.1 DH2760 PVC Double Hung DH2760 PVC Double Hung 53 1/4° x 78" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/-80 Other. Refer To Installation Instructions For Smaller Sizes Design Pressure Ratings. Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) installation Instructions FL13040 RO II 008- 00845.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13040 RO AE 511388.odf " FL13040 R AE NOA 05- 1208.02 Dupont PVB.Odf .FL13040 RO AE NOA 07- 1116.04 Dupont SGP.odf Created by IndependentThird Party: Yes 13040.2 DH2860 PVC Double Hung • DH2860 PVC Double Hung 53 1/4° x 78" Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/ -80 Other. Refer To Installation. Instructions For Smaller Sizes Design Pressure Ratings. Rigid PVC From L.B. Plastics AAMA Certified (LBP-1) - Installation instructions FL13040 RO LI 008- 00845.ndf - Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13040 RO AE 511388,pdf . FL13040 RO AE NOA 05- 1208.02 Dupont PVB.txlf FL13040 RO AE NOA 07- 1116.04 Dupont SGP.ndf Created by Independent Third Party: Yes 13040.3 DH2860 PVC Oriel Double Hung DH2860 PVC Oriel Double Hung 53 1/4° x 78" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/ -80 Other: Rigid PVC From LB. Plastics AAMA Certified , (LBP -1) Installation Instructions FL13040 RO II 08-00846.ndf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13040 RO AE 511389.odf FL13040 RO AE NOA 05- 1208.02 Dupont PVB.ddf FL13040 RO AE NOA 07- 1116.04 Dupont SGP.odf . Created by Independent Third Party: Yes DCA AdM4:00: aden Depa tmerrt ofCoauamdtyAtlas Florid EtufkiagCode Dadvte Codes add Standards 2555 Shwnard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -2824, Fax (850) 4144436 ® 2000 -2010 The State of Florida. At rghts mewed. Pdvaev Stet®nent 1 CorrvAnht Statement 1 pcoassbav Statement 1 P ug-ln Seftraare 1 Cusmmer Servlee Suw , 1 Contact lis Product Approval Ap opts: 2 of 3 2/5/2010 8 :30 A1' Florida Building Code Online' hUp : / /www.floridabuilding.org/pr /pr app dil.aspx?param wGEVX. 3 of 3 2/5/2010 8:30 AN L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford U. Claw:tons, 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 9B-72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code. Product description: PVC Double Hung Window: Frame and sashes stiles are constructed from rigid PVC. Frame comers are of welded comer construction. Sashes stiles share same extrusion and each member is reinforced using a steel channel. Supporting Technical Documentation: 1. Approval document: drawing number 08-00845, titled DH2760 and 0I -12860 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 /-80A 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 -02/05 and ASTM E1996 -02/05 • ASTM E1886/ E1996 Large Missile Impact, Level 0, Wind. Zone 4 ASTM E1886/ E1996 Cyclic Load Test +65.0 psf/-120.0 psf, 15.0 psf water infiltration AAMA/WDMA/CSA 101/LS.2/A440 -5 Design pressure: +65.0psf/- 80.0psf Water penetration resistance: 15Apsf 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 Y"x78" • Maximum D.L.D.: 46 7/8 "x35 "/" • DH1000S units must be glazed with 7/8" IGU consisting of: outboard laminated Iite consisting of 1/8" HS — 0.090" Sentry Glass Plus —1/8" HS —Air — inboard lite 1/8" Temp. • DI-11000P units may be glazed with: • 7/8" IGU consisting of` outboard laminated lite consisting of 1/8" HS — 0.090" DuPont Butacite PVB —1/8" HS — Air— inboard lite 1/6" 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. - • tilts I ilttp This product is impact resistant and does not require impact protection in wind -home debris ��‘‘ t regions. �` :1 • , -'' /,40 v. .� • Frame material to be extruded white rigid PVC .075" thick. 1 ,. G • Sash material to be extruded white rigid PVC .070" thick. ,* ti� � installation: Units must be installed in accordance with approval document, 08- 00845. Certification of independence: Please note that 1 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 * /`4 ** ez AAT •OP .p�.� i !iC.A I:04. A:. Q`s , f' 1ONAV . \\% 1jftliilli \A Luis R. Lomas, P.E. FL No.: 62514 09/09/2009 r 7 MU FfL HEI 53.25° MAX. FRAME WIDTH — 6" MAX. (' .I 10° MAX. O.C. 6" MAX. 1` 1 I I I I 1 6° MAX. IMPACT RATING f 85.0 PSF - 80.0 PSF LARGE AND SMALL MISSILE IMPACT MAILMILMILMIZZIlialLnallETIGLIMILIanilillkCJEZI MEIMILLIELIIILIMMILLIIIIEFIELMILILLICHLIELMIL211211M1 10" MAX. 0.C. 1- IN .1:., 3"AX. "l!'iaa WIZJ KM 10" MI. O.C. 6" MAX. MEI 1 1 1 1 45.5" MAX. D.L.O. -- DH2760 AND DH2860 WINDOW EXTERIOR VIEW H 34" MAX. D.L.O. DESIGN PRESSURE RATING IMPACT RATING f 85.0 PSF - 80.0 PSF LARGE AND SMALL MISSILE IMPACT Maxlmum deal &rt Pressure cDAnalty chart Number of anchorarequlrod, based De d Untta *nattered ruing Se wood WOW e� Unit Vr and [Bated apesing. WO MK Sow Na1AM I111 ?>10.0 MINIZZLEEIMMUMELL KIM MENaaaIL/11t11d111.1♦aaaaa© ©E111aaa000aail0a0 II<11I 7 E7I©aA1I10aaaiLMIa© KNOW U IL MA MULE KIM= UMaLIIL:1IIIIII ©aKl1aalaaaoA MEW= MAILMILMILMIZZIlialLnallETIGLIMILIanilillkCJEZI MEIMILLIELIIILIMMILLIIIIEFIELMILILLICHLIELMIL211211M1 M Er IN .1:., EIZIM:=10:14 MAMA WWI a "l!'iaa WIZJ KM OM= MUM lititelffil REMIKIN W MEI X11<1♦<11 ( LIIMEI wit ]CFd.Ii1:1 050 120.0 09.0 (OULU IXTYAl lea aaa nu LIJILfi'X'iGLUEMC'120.0C±L'UM/ 11111ECKILIIILEILDIULILLUIREI s (v©;o• a100 WEIR !AEU LEIL 120.0 LUJIMILLSJ iLIiFiE:lCi57 UM 111M11413 MILIfYi3t7i:d7 ILLI[:d MM21 ILII LIEF3' ILLUIT3'E:II "LICIJILILI i►;d7[Ia] 31Cd hall PergrdeLELIE1112111ELE (.a) I uMILLUILEL LELIIEML±111IFIM lEMIUitl LiM{PSb9t MIMEIlt3lifalltIJ(AMi3, 11 IiFk7 l l kural sue➢' 114aa Number of anchorarequlrod, based De d Untta *nattered ruing Se wood WOW e� Unit Vr and [Bated apesing. WO MK Sow Na1AM I111 ?>10.0 MINIZZLEEIMMUMELL KIM MENaaaIL/11t11d111.1♦aaaaa© ©E111aaa000aail0a0 II<11I 7 E7I©aA1I10aaaiLMIa© KNOW U IL MA MULE KIM= UMaLIIL:1IIIIII ©aKl1aalaaaoA MEW= M Er IN .1:., EIZIM:=10:14 MAMA WWI a "l!'iaa WIZJ KM OM= MUM lititelffil REMIKIN W MEI X11<1♦<11 ( SMOKE IXTYAl lea aaa I44 B1aai©WIKAMM EWE da!©a ILIUM a11111I[I■1LARA Mil s (v©;o• a100 REVISIONS REV DESCRPTRON I DATE' APPROVED NOTES: 1) THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED 70 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 3/6" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8} - TION INTO CONCRETE /MASONRY USE /1 ITW ITH 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. 11) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS 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 0 =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 — 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 4- PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 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: I 000 NO. R.L. 08/00845 SCALE NTS PATE 09/02/09 I sI1EEr 1 OF 5 REV 01 ILI \i4 L 0414 • *o a 6 ` • A OF •�k:��OR10a +. T P. 4 2.50" MIN. 1 EDGE DISTANCE 4 a 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT ,Q 4 4, 4d r5 EXTERIOR R HEAD & JAMB CONCRETE/MASONRY FLANGE INSTALLATION HEAD SHOWN, JAMBS SIMMAR .25" MAX. 1 SHIM SPACE RIGID FILLER 3/16" TAPCON 1X BUCK PT 1.25° NIN. EMB. EXTERIOR INTERIOR 3/16" TAPCON RIGID FILLER .25" MAX. I SHIM SPACE 2.50° MIN. EDGE DISTANCE CCNCRETF1MASCNRYFLANGE INSTAUATION PERIMETER SEAL BY OTHERS EXTERIOR 1 3/8" MIN. EMB. .25" MAX. 1 SHIM SPACE RIGID. FILLER #10 WOOD SCREW INTERIOR HEAD & JAMB WOOD FRAMING OR 2X BUCK FLANGE INSTALLATION HEAD SHOWN, JAMBS SIMILAR' EXTERIOR INTERIOR #10 WOOD SCREW RIGID FILLER .25" MAX. SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS PERIMETER SEAL BY OTHERS SILL WOOD FRAMING OR EX SUCK FLANGE INSTALLATION 1 3/6" MIN. EMB. REVISIONS DESCRIPTION DATE I APPROVED METAL STUD 16GA MIN BY OTHERS EXTERIOR RIGID FILLER #10 TEK SCREW INTERIOR HEAD & JAMB METAL FRAMING FLANGE INSTALLATION HEAD SHOWN, JAMES SIMILAR EXTERIOR .25" MAX, SHIM SPACE INTERIOR METAL FRAMING 16GA MIN BY OTHERS SILL METAL FRAMING FLANGE INSTALLATION #10 TEK RIGID FILLER 25° MAX. I SHIM SPACE 1- PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 •DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW FLANGE INSTALLATION DETAILS DRAWNA R.L DWG ND. 08/00845 SC LE NTS lacE 09/02/09.. I mu 2 OF 5 � a . • 2.50" MIN. EDGE DISTANCE 4 • I v 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT a 4 .25" MAX. SHIM 'SPACE RIGID FILLER 3/16" TAPCON EXTERIOR INTERIOR HEAD & JAMB CONGRETE/MASONRYBOX FRAME INSTALLATION HEAD SHOWN JAMBS SIMILAR 1X BUCK PT EXTERIOR IL INTERIOR . 11E1 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 OR2X BUCK BOX FRAME INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR 3/16" TAPCON WOOD FRAMING RIGID FILLER OR 2X BUCK BY OTHERS .25" MAX. SHIM SPACE PERIMETER SEAL BY OTHERS 1.25" MIN. EMB. • 4 2.50" MIN. EDGE DISTANCE SILL CONCRETE/MASONRY BOX FRAME INSTALLATION CONCRETE/ MASONRY BY OTHERS #10 W000 SCREW RIGID FILLER .25" MAX. SHIM SPACE SILL WOOD FRAM. ING OR 2X BUCK BOX FRAME INSTALLATION 1 3/8" MIN. EMS. REVISIONS REV DESCRIPTION DATE APPROVED METAL STUD 16GA MIN BY OTHERS EXTERIOR .25" MAX. _SHIM SPACE RIGID FILLER #10'TEK SCREW INTERIOR HEAD & JAMB METAL FRAMING SOX FRAME INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR METAL FRAMING 160A MIN BY OTHERS SILL METAL FRAMING BOX FRAME INSTALLATION POT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 D H2760 PVC DOUBLE HUNG WINDOW O H2880 PVC DOUBLE HUNG WINDOW BOX FRAME INSTALLATION DETAILS DRAWN, R.L. OWO ND. • 08/00845 sr-ALE NTS I DATE 09/02/09 I ST3 OF 5 1- #10 TEK SCREW RIGID FILLER .25" MAX, 1 SHIM SPACE 4- e 1.25° MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT EXTERIOR II INTERIOR HEAD & JAMB CONCRETE/MASONRY FIN 1NSTALLA770N HEAD SHOWN, JAMBS SIMILAR 11 .25" MAX. j SHIM SPACE RIGID FILLER 3/16" TAPCON EXTERIOR INTERIOR 3/16" TAPCON RIGID FILLER 1X BUCK PT' L 1.25" MIN. EMB. { .25" V 2.50" MIN. EDGE DISTANCE SILL CONCRETE/MASONRYRN INSTALLATION WOOD FRAMING OR 2X BUCK BY OTHERS SHEATING BY OTHERS EXTERIOR 1.38" MIN. EMB. 25° MAX. j SHIM SPACE RIGID FILLER #10 'WOOD SCREW INTERIOR HEAD & JAMB WOOD FRAMING OR 2X SLIM FIN INSTALIATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR SCREWOOD 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 2X SUCK RN INSTALLATION REVISIONS REV DESCRIPTION DATE I APPROVED METAL STUD 16GA MIN OTHERS EXTER!OA 1)=.41P4 HEAD & JAMB METAL FRAMING FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR .25" MAX. SHIM SPACE } RIGID FILLER #10 TEK SCREW INTERIOR EXTERIOR INTERIOR #10 TEK 1111 � RIGID RIGID FILLER LA ��, SHIM SPACE METAL FRAMING 180¢ MIN BY OTHERS SILL METAL FRAMING FIN INSTALLATION PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW FIN INSTALLATION 'DETAILS DRAWN1 R.L. I DWO ND 08/00845 sGUE .NTS ID's 09/02/09 LS"EE14 OF 5 IRE" f ' 4- 3.06" 4.455" \rte 7 1.56" ❑ .5" } HEAD & JAMB (8301) VINYL PVC .075° THICK INNER INTERLOCK RAIL (8308) VINYL PVC .0r77iiCK 1 .1 .313" 25" HS .090° BUTACITE PVB .125" HS EXTERIOR SIKAFLEX 552 .224" I ic-El -70z 2.56" 1.56" rnm • 1.83" ---- 2.2" 4.455` .5° SILL (8302) HEAD ADAPTER (8341) r-1.921 ° -{ 5.1 JLI s" .5° VINYL PVC .075"THiCK 1.276" .224" 2.2" - 1.476" .83" } OUTER INTERLOCK RAIL (8307) VINYL PVC .07" THICK 1B.438° .188° HS .090" UTACI TE PVB .188" HS GLASS TYPEA TO SE USED IN DHI68W GL4SS'TYPE 8 TO BE USED IN DH1000P VINYL PVC .06`THICK 1.5" 1-- s - r 2.2. frTTF 1.476" 1.476" .2 24" _ REV REVISIONS DESCRIPTION - 1.921" .285" -4.1.- 1.51" 1.04" 5" .8" S1LL ADAPTER (8342) STIFFENER (ST1007B) VINYL PVC .066'THICK TOGA GALVANIZED STEEL HORIZONTAL SASH (8305) VERTICAL SASH (8306) 5/16" PLAIN BEAD (8321) VINYL PVC.07"THICK .125" HS .090" SENTRY - GLASPLUS .125" HS-- EXTERIOR SIKAFLEX ' 552 .875" VINYL PVC .07°THICK .125" HS .090" BUTACITE PVB x.125" TEMP .125" HS INTERIOR EXTERIOR GLASS TYPE C TO BE USED IN DH 10008 SIKAFLEX 552 VINYL PVC.08° 7150K GLASS TYPE D TO BE USED IN WHOOP .827° � .788" GATE I APPROVED 1.31--78° 198° J FIN ADAPTER VINYL PVC .062' THICK .985" 5116" LIFT BEAD (8320) VINYL PVC .06"THICK .265" 1 El 985° y�l 7/8" LIFT BEAD (832411" PLAIN BEAD (8325) MK PVC .06° THICK VINYL PVC .06' THICK PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW COMPONENTS AND GLAZING DETAILS 1*- 1- .797" .15" RIGID LLER VINYL PVC .15" THICK j=-1 I 1.279° I- ' S" RGID FILLER VINYL PVC .15°THICK DRMDNI R.L•. O4'O NO 08/00845 SCALE NTS IDATE 09/02/09 J$NSET5 OF 5 4- • • Florida loring Code Online RCS Home Login i User Registration Product Approval USER: Pubic User http : / /www.floridabuiidingarg/pr /pr app_dtl.aspx?parar GEVX... Hot Topics S Submit Surcharge i Stets & FeRs I Publications Poduct Anoroval Menu > Product or Aoi*cation Search > Aoofr_athn Llst > 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) 486-0109 Ext22318 druark @pgtindustries.com Robert park bclark@ pgti ndustries. com Robert Clark 1070 Technology Dr. Venice, FL 34275 (941) 480 -1600 Ext 21106 bdark @pgti ndustries.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 Florid 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 Cheddlst - 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 2:33 PM Florida Bilfilding 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 1 :// www.floridabuilrling.org/pr /pr_app dtLaspx?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 FL13039 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.odf 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.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511382.odE FL13039 RO AE NOA 05- 1208.02 Dupont PVB.pdf 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 L.B. Plastics AAMA Certified (LBP -1) Installation instructions FL13039 RO 11 08- 00840.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports F113039 RO AE 511383.odf 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 HR2710MI 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 FL13039 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.odf. F113039 RO AE NOA 07- 1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes 2LT HR2810MI Horizontal Roller 2LT HR2810MI Horizontal Roller 74 1/4" x 63 1/4" Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL13039 RO II 08- 00842.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes 2 of 3 2/15/2011 2:33 PM Florida Btalding Code Online st http: / /www.floridabuilding.org/pr /pr app dtl.aspx?paran 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.odf FL13039 RO AE NOA 07- 1116.04 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 Impact Resistant: Yes Design Pressure: +651 -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.edf FL13039 RO AE NOA 05-1208.02 DuPont PVB.odf FL13039 RO AE NOA 07- 1116.04 DuPont SGP.odf Created by Independent Third Party: Yes 13039.7 j 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 LB. Plastics AAMA Certiiled (LBP -1) Installation Instructions FL13039 RO II 08 -0084 .pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511387.odf FL13039 RO AE NOA 07- 1116.04 Dupont SGP.odf Created by Independent Third Party: Yes Iii &apartment of Community A(faa$ Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee Fkvlde 32399-2100 (850) 487 -1824, Far (850) 414 -8436 CI 2000 -2010 The State of Florida. Al riphts ceservad. Pte. Statement I C2eydaht statement I Accg,S, i Statement 1 Bil0c0,510LiAM 1 Customer Samos Survey I Caritact Ua Product Approval Accepts: 3 of 3 2/15/2011 2:33 PM 1 L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville, NC 27012 Report No.: 511385 336- 945 -9695 Manufacturer. PGT industries 1070 Technology Drive Nokomis, FL 34275 Product Line: 2LT HR2810MI PVC Horizontal Roller Window Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 98- 72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code including the HVHZ. Supporting Technical Documentation: 1. Approval document drawing number 08-00842, titled 2LT HR2810MI PVC Horizontal Roller Window, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test Report No. NCTL 210- 3638 -1, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. TAS 201 -94 Large Missile impact Test TAS 202 -94 Uniform Static Air Pressure, +70.0 /- 100.Opsf design pressure, l2psf 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 1011I.S21 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.Opsf (See charts in approval document for smaller units ratings) • Maximum overall size: 74'A" x 63'A" • Maximum D.L.O.: 31 3/4 x 54 3/4" • Units may be glazed with: O 7/8" IGU consisting of outboard laminated Fite consisting of: 1/8" HS — 0.090" Sentry GlasPlus —1/8" HS — Air— inboard Ilte 1/8" Temp, or o 5/16" monolithic laminated glass consisting of 1 /8" HS — 0.090" Sentry GlasPlus — 1/8" HS, per ASTM El 300. • 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 * • TAT OF °CC � �`� Luis R. Lomas, P.E. ��ffj► I N I 1 � ���� FL 09/09/2009 63.25" MAX. UNIT HEIGHT 74.25" MAX. UNIT WIDTH 6° MAX. --I 1- 1 10° MAX. O.C. 6° 7MAX t 12° MAX. O.C. — 6° MAX. 54.75" MAX. D.L.Q. 59.25" PANEL HEIGHT DEIGN PRESSURE RAINS IMPACT RATING + 70.0 PSF - 100.0 PSF LARGE AND SMALL MILE IMPACT Maximum design pressure meaty chat at H9 26008 PVC Horizontal Sliding Window Height Lln) Total Unit WWIR Ilhl >NKF3AN MINIM f.Z �I �7d� �1t41 vatzawzmmuziumranzarizimmanas L JU S7G.S1 �L T1 Lf il["x5,11'1 7, 1400 L!JIFailII .!JL 7LMEUEI LHi J 311=1I JI JL i t I MEENIL37IIIIIU EULTEMIEWW !!7T M IIEJ F1D i 31� « >;1•&7LJJtJjI1 EI <°:ESICIl, JasI.:'- 3lJii' m Q517 e 50.8 140.0 60.0 140.0 �.a 11413 713 101.0 70.0 100.0 Number el anthers por Uaitseaebered8sl : AtOwoad sar - . TEK avow ;, MEM= 1113111091111111.111111FAI NM MN M11111111111111111M111 11 211EEESRI1 EMEMNM WAN MINIM WHIM Mil NUM MIX KU IKE MUMMA lE21ESi �Q Mt00�100NMI .' WT9111111111111111 ice ILIIIIIP1=gI 0EM0EEESIEE 1: <I34E>nEIN NMI N :QEi i:rESiE1rE7EEMN R ss1ESMESiKMILMI enmud INLIMEIOQp Meld 1111 REVISIONS REV DE306P08N DATE 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 W000 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 3/16" tiW 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 X110 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 GRAVTIY OF Gm0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM 0 -90, GRADE N, TYPE 1 (OR GREATER). D. METAL FRAMING - 16GA (.060) MINIMUM THICKNESS 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) -L 4— PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 ELEVATION AND GENERAL NOTES 2LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" ELEVATION AND NOTES 2 - 4 INSTALLATION DETAILS ORMON: R.L. I D. NO. 08 -00842 5 COMPONENTS AND GLAZING DETAILS wALE NTS !DATE 09/02/09 I smell 1 OF 5 Nir 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT 2.50" MIN. TEDGE DISTANCE 4 ; 4 room 1 --`, I , ■I� 3/16" TAPCON EXTERIOR I 1 INTERIOR .25" MAX. SHIM SPACE RIGID FILLER EXTERIOR 1X BUCK PT 1.25" MIN. EMB. INTERIOR 3/16" TAPCON RIGID FILLER .25" MAX. SHIM SPACE 4 2.50" MIN. EDGE DJSTAh'^'" CONCRETE/ MASONRY BY OTHERS PERIMETER SEAL BY OTHERS i 1 3/8" MIN. EMB. .25" MAX. SHIM SPACE EXTERIOR RIGID FILLER #10 WOOD SCREW INTERIOR HEAD & JAMB WOOD FRAMING OR EX BUCK FLANGE INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR WOOD FRAMING OR 2X BUCK BY OTHERS PERIMETER SEAL BY OTHERS SILL WOOD FRAMING OR 2X SUCK FLANGE INSTALLATION #10 WOOD SCREW RIGID FILLER .25" MAX. r 1 SHIM SPACE 1 3/8" MIN. EMB. REVISIONS REV DESCRIPTION DATE f APPROVED METAL STUD 16GA MIN BY OTHERS .25" MAX. SI-UM SPACE RIGID FILLER EXTERIOR INTERIOR HEAD & JAMB METAL FRAMING FLANGE INSTALLATION HEAD SHOW JAMBS SIMILAR EXTERIOR #10 TEK SCREW RIGID FILLER METAL FRAMING 16GA MIN BY OTHERS SILL METAL FRAMING FLANGE WSTALLATION .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" FLANGE INSTALLATION DETAILS DRAWN' I MO NO. R.L O8 -00842 ENkLE NTS PATE 09/02/09 INIENT2 OF 5 REV i • 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS 2.50" MIN. EDGE DISTANCE .25° MAX. j SHIM SPACE RIGID FILLER 3/16" TAPCON EXTERIOR HEAD & JAMB CONSRETE/M SONRYSOXFRAMEINSTALLATION HEAD SHOWN. JAMBS SIMILAR EXTERIOR 1X BUCK PT 1.25" MIN. EMB. INTERIOR 3/16° TAPCON RIGID FILLER WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8" MIN. EMB. 25° MAX. J SHIM SPACE EXTERIOR RIGID FILLER #10 WOOD SCREW INTERIOR HEAD & JAMB WOOD FRAMING OR 2X BUCK BOX FRAME INSTALLAnON HEAD SHOWAS JAMBS SIMILAR EXTERIOR .25" MAX. SHIM SPACE WOOD FRAMING I OR 2X BUCK BY OTHERS 2.50" MIN. J EDGE DISTANCE .4 cZi SILL CONCRETE/MASONRY BOX FRAME INSTALL 170111 e CONCRETE/ MASONRY BY OTHERS INTERIOR #10 WOOD SCREW RIGID FILLER .25" MAX. SHIM SPACE SILL WOOD FRAMING OR 2X BUCK SOX FRAME INSTALLATION 1 3/8" MIN. EMB. REVID1ONS DESCRWROR DAIS I APPROVED METAL STUD 16GA MIN BY OTHERS EXTERIOR HEAD & JAMB METAL FRAMING BOX FRAME INSTALLATION HEAD SHOWN, JAMBS SIMILAR INTERIOR 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 PG7 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 1DWDNO. 08 -00842 scm NTS PATE 09/02/09 lT3 OF 5 1 REV 4- •d 2.50" MIN. rEDGE DISTANCE 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT EXTERIOR EXTERIOR .25" MAX. } SHIM SPACE RIGID FILLER 3/16" TAPCON INTERIOR HEAD & JAMB CONCRETE/MASONRYFIN INSTALLATION HEAD SHOWN. JAMBS SIMILAR INTERIOR 3/16" TAPCON RIGID FILLER 1X BUCK PT 1.25" MIN. EMB t v a I2.50" MIN. _ j EDGE DISTANCE 4 SILL CONCRETE/MASONRYFIN INSTALLATION .25" MAX. r SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS SHEATING BY OTHERS EXTERIOR EXTERIOR 1.38" MIN. EMB. .25" MAX. SHIM SPACE RIGID FILLER #10 WOOD SCREW INTERIOR & JAMB WOOD FRAMING OR 2X BUCK FIN 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 SILL WOOD FRAMING OR 2X BUCK FIN INSTALLATION REV ONS DESCRIPTION I DATE I APPROVED METAL STUD 16GA MIN BY OTHERS .25" MAX. _{ SHIM SPACE ,immai.WM=Imman RIGID FILLER #10 TEK SCREW EXTERIOR EXTERIOR .25" MAX. r SHIM SPACE 1.38" MIN. EMB. INTERIOR HEAD & JAMB METAL FRAMING FIN 1NSTALLA770N HEAD SHOWN, JAMBS SWEAR INTERIOR 4f #10 TEK SCREW RIGID FILLER METAL FRAMING 16GA MIN BY OTHERS SILL METAL FRAMING FIN INSTALLATION .25" MAX. r SHIM SPACE PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" FIN INSTALLATION DETAILS ONO NO. R.L. 08 -00842 scALE NTS [DATE 09/02/09 1T4 OF 5 • 4- Jr" HEAD & JAMB (8301) VINYL PV C .075" THICK INNER INTERLOCK RAIL (8308) VINYL PVC .07° THICK i 313" 125" HS .125° HS 090" SENTRY .090" SENTRY GLASPLUS GLASPLUS .125" HS .125" HS SILL (8303) VINYL PVC .075"THICK 1.476° .83" I OUTER INTERLOCK RAIL (8307) VINYL PVC .G" THICK EXTERIOR 111 INTERIOR EXTERIOR SIKAFLEX 552 GLASS TYPEA SIKAFLEX 552 .875" .125" TEMP INTERIOR GLASS TYPE B .224" 1.5" 2.2" 1.27" r— 1.295" .345° HS INSERT (NC- RW-PR- -118) 0083- TS ALUMINUM .065" THICK MIN I 1.476" 11 HORIZONTAL SASH (8304 WNW. PVC -Or THICK H 2.55" 1.395" 92" 1. L VERTICAL STIFFENER (NC-RW-PR-112) ALUMINUM 6063- T5.08" THICK REV 1 DESCRIPTION DATE 1 APPROVED VERTICAL SASH (8306) VINYL PVC .or THICK 178 "r 4° 1 1.04" I- .8° STIFFENER (ST10078) 16GA GALVANIZED STEEL I t� 1.37 .198 ° j FIN ADAPTER VINYL PVC .082 ° THICK 1 �{ 5/16" PLAIN BEAD (8321) 5/16" LIFT BEAD (8320) VINYL PVC .08'THICK VINYL PVC .08" THICK SASH INSERT (NC-RW PR -117) 6063-T5 AL UMI N UM .085" THICK r- 1.69 "-1 1.14" .384" SILL TRACK ALUMINUM 61183-T5 AS" THICK .265 r .265" .985 7/8" LIFT BEAD (8324) VINYL PVC .06 "THICK 7/8" PLAIN BEAD (8325) VINYL PVC .00"THICK 1.279" 15" r 3-- RIGID ID FILLER VINYL PVC .15° 71ITOK I• j .797" 15" RIGID FILLER VINYL PVC.YS"THICK PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" COMPONENTS AND GLAZING DETAILS MAWR R.L. IEAVO NO. 08 -00842 scALE NTS JDATE 09/02/09 I5 OF 5 IRV 4- Florida Bin 1di> g Code Online • 4 togin ! User Registration Product Approval USER: Puh9t User htip ://www.floridabuildingorg/pr /pr app dtl.aspx ?pararrFwGEVX... Hot Topics Submit Surcharge ; Stets & Pacts 1 Putkatrons i FBC State i SOS Ste Map I Links ks 1 Search Product ADDrovel Morai > Product or Anorration Search > Aoa&atlon list > App3cation 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 @pgti ndustries.com Robert Clark bciark@pgtIndustries.com Robert park 1070 Technology Dr. Venice, FL 34275 (941) 480 -1600 Ext 21106 bcla rk@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 7. Evaluation Report - Hardcopy Received Luis Roberto Lomas PE -62514 Keystone Certifications, Inc. 12/31/2011 Steven M. Urich, PE F' Validation Checklist - Hardcopy Received FL13049 RO COI 511395.odf Standard AAMA/WDMA/CSA 101 /I.S.2 /A440 ASTM E 1886 ASTM E 1886 ASTM E 1996 ASTM E 1996 TAS 201 TAS 202 TAS 203 2005 2002 2005 2002 2005 1994 1994 1994 1 of2 2/17/2011 2:12 PM FloridaBtui?lipg Code Online http://www.floridabuilding.orWpr/pr_app_dthaspx?paranGEVX... 4 • Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 09/09/2009 09/10/2009 09/15/2009 10/13/2009 FL # Model, Number or Name Description 13049.1 CA2740 PVC Casement Window CA2740 PVC Casement Window 36" x 76" Limits of Use Approved for use in Approved for use outside Impact Resistant: Yes Design Pressures +65/ Other: Refer To Installation Design Pressure Rating. Certified (LBP -1) Installation Instructions HVHZ: Yes FL13049 RO II 08- 00852.1:df HVHZ: Yes Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes -70 Evaluation Reports Instructions For Additional PL13049 RO AE 511395.odf Rigid PVC From L.B. Plastics AAMA FL13049 RO AE NOA 05- 1208.02 Dupont PVB.pdf Created by Independent Third Party: Yes 13049.2 CA2840 PCV Casement Window CA2840 PCV Casement Window 36" x 76° Use Approved for use in Approved for use outside Impact Resistant: Yes Design Pressure: +80/ Other: Rigid PVC From (LBP -1) Installation Instructions HVHZ: Yes FL13049 RO II 08- 00853.odf HVHZ: Yes Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes -120 Evaluation Reports L.B, Plastics AAMA Certified FL13049 RO AE 511396.odf FL13049 R0 AE NOA 07-1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes lei ICI Department OF Cemourany ARabs Florida Building Code OnVae Codes and Standerzs 2555 Shumard Oak 8outevard Tallahassee, Florida 32399-2100 (850)487-1324, Fax (850) 424 -8435 2000 -2010 The State of Florida. Al rights reserved Pit a v statement i razatbuSt teemam 1 AerPs a Sty statement_ l Phm- , software 1 rnOr.Samtr a I contact t� Product Approval Accepts: vF p F4L R! seettrit+.,r,v1 ,•: 2 of 2 2117/2011 2:12 PM • 1 • L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville, NC 27023 Report No.: 511396 336-945-9695 Manufacturer: PGT Industries 1070 Technology Drive Nokomis, FL 34275 Product Line: CA2840 PVC Casement 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. Product description: Casement window made of vinyl PVC. Frame and sash comers are of mitered cut and welded construction. Supporting Technical Documentation: 1. Approval document: drawing number 08- 00853, titled CA2840 PVC Casement Window, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test Report No. NCTL 210 - 3634 -1, signed and sealed by Gerard J. Ferrara P.E. Flange installation, Box frame installation and fin installation National Certified Testing Laboratories TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, +80.0 /- 120.Opsf design pressure, 15 psf water infiltration TAS 203-94 Cyclic Pressure Loading, +80.0 /-120.Opsf design pressure 3. Test Report No. NCTL 210 - 3634 -1A, signed and sealed by Gerard J. Ferrara P.E. Flange installation, Box frame installation and fin installation National Certified Testing Laboratories AAMA/WDMA/CSA 101 /I.S2/A440 -05 Design pressure: +80.0 /-120.Opsf Water penetration resistance: 15psf ASTM E 1886 -02 and ASTM El 996-02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, +80.Opsf, - 120.0psf design pressure 4. Anchor calculations, report number 511396 -1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: +80.01- 120.0psf • Maximum overall size: 36" x 76" • Maximum D.L.O.: 29 3/8" x 68 3/8" • Units may be glazed with: o 7/8" IGU consisting of outboard laminated lite consisting of: 1/8" HS — Air — inboard lite 1/8" Temp, or o 5/16" monolithic laminated glass consisting of 1/8" HS — 0.090" ASTM E1300 • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in • Frame and sash material to be extruded white rigid PVC .105" thick. HS — 0.090" Sentry Glass Plus — 1/8" Sentry Glass Plus —1 /8" HS, per Installation: • Units must be installed in accordance with approval document, 08- 00853. wind borne debris regions. Certlficatlon of independence: Please note that t 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). of 1 Luis R. Lomas, P.E. FL No.: 62514 09109/2009 � e � • C. 6" MAX. 76° MAX. HEIGHT 6" MAX. 12" MAX. O.C. } 6° MAX. 36" MAX. WIDTH 12" MAX. I O.C. I- I 6" MAX_ 68.38" MAX. D.L.O. DESIGN PRESSURE RATING IMPACT RATING + 80.0 PSF - 120.0 PSF LARGE AND SMALL MISSILE IMPACT 5 REVISIONS DESCRIPTION DATE 1 APPROVED NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 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 15 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 REQUIRF,.O 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 18 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 /MASON SE 3/16" ELCO TAPCO WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1 NTO 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. 11) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS 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 I (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 Ctl =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 13) FRAME AND SASH MATERIAL: RIGID PVC TABLE OF CONTENTS PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DESCRIPTION ELEVATION AND GENERAL NOTES CROSS SECTIONS AND B.O.M. INSTALLATION DETAILS COMPONENTS AND GLAZING DETAILS CA2840 CASEMENT PVC WINDOW 36 X 76 ELEVATION AND NOTES mom I coo NO. R.L 08 -00853 seALE NTS ATE 09/02/09 J SHErr 1 OF 5 REV 1- PARTS LIST NO. PART NUMBER 1 8291 DESCRIPTION FRAME, PVC 2 8292 SASH FRAME, PVC 3 8294 GLAZING BEAD, PVC 4 8213 GLAZING BEAD, PVC 5 A -1 REINFORCEMENT, ALUMINUM 60663 —T5 6 ST10070 SASH REINFORCEMENT, STEEL A36 7 STIFFENER, ALUMINUM 6063 —T5 8 STIFFENER, ALUMINUM 6063 —T5 9 1375 BULB SEAL 10 1376 FRAME GASKET 11 0P06750200 OPERATOR ASSY 12 #8 FH TEK SCREW 13 552 SIKAFLEX, SILICONE 14 REINFORCEMENT, ALUMINUM 6063 —T5 15 REINFORCEMENT, ALUMINUM 6063 —T5 16 RIGID FILLER, PVC 17 FIN ADAPTER VERTICAL CROSS SECTION WITH FIN ADAPTER Nir VERTICAL CROSS SECTION WITH FLANGE REMOVED FOR BOX FRAME INSTALLATION VERTICAL CROSS SECTION REVSONS REV GATE f APPROVED HORIZONTAL CROSS SECTION PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 CA2840 CASEMENT PVC WINDOW 36 X 76 CROSS SECTIONS AND B.O.M. DRAWN. R.L IOWG NO. 08 -00853 SCALE NTS I OA7E 09/02/09 I slIEEr 2 OF 5 4- .i► 2.50" MIN. EDGE DISTANCE 1.25° MIN. EMB. CONCRETE/ MASONRY BY OTHERS IX BUCK PT OITA EXTERIOR II INTERIOR 25° MAX. _} SHIM SPACE RIGID FILLER 3/16° TAPCON 2.50° MIN. EDGE DISTANCE a 4 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS 25" MAX. SHIM SPACE IX BUCK PT EXTERIOR INTERIOR RIGID FILLER 3/16" TAPCON HEAD CONCRETE /MASONRY BOX FRAME INSTALLATION HEAD SHCWN,.LAMBS AND SILL SIMILAR EXTERIOR INTERIOR 1 3/8" MIN. EMB. .2s MAX. SHIM SPACE RIGID FILLER #10 WOOD SCREW HEAD WOOD FRAMING OR EX BUCK RANGE INSTALLATION HEAD SHOWN, JAMBS AND SILL SIMILAR EXTERIOR 1.38° MIN. EMB. .25 MAX. SHIM SPACE INTERIOR RIGID FILLER #10 WOOD SCREW HEAD WOOD FRAMING OR EX BUCK BOX FRAME INSTALLATION HERO SHOWN, JNMBSAND SILL SMEAR REVISIONS DIDICREPTION ICATE I APPROVED METAL STUD 16GA MIN BY OTHERS .25° MAX. 1. SHIM SPACE EXTERIOR INTERIOR HEAD METAL FRAMING FLANGE INSTALLATION HEAD SHOWN, JAMBS AND SILL SIMILAR METAL STUD 16GA MIN BY OTHERS RIGID FILLER #10 TEK SCREW EXTERIOR 1 INTERIOR HEAD METAL FRAMING BOX FRAME INSTALLATION HEAD SHOWN, JAMBS AND SILL SIMILAR .25" MAX. SHIM SPACE RIGID FILLER #10 TEK SCREW 4- PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 CA2840 CASEMENT PVC WINDOW 36 X 76 INSTALLATION DETAILS 1 ONO NO. 08 -00853 NTS PATE 09/02/09 I3 OF 5 2.50" MIN. EDGE DISTANCE d a A 1.25° IN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT EXTERIOR INTERIOR .25" MAX. j SHIM SPACE RIGID FILLER 3/16" TAPCON HEAD CONCRETDNRYFIN INSTALLATION HEAD MOWN, JAMBS AND SILL SIMILAR WOOD FRAMING OR 2X BUCK BY OTHERS 1.38" MIN. EMB. .25" MAX. J SHIM SPACE RIGID FILLER #10 WOOD SCREW EXTERIOR INTERIOR . HEAD WOOD FRAMING OR 2X BUCK FAN INSTALLATION HEAD SHOWN, JAMBS AND SILL SIMA:AR REVISIONS REV f DESCRIPTION DATE APPROVED 4- METAL STUD 16GA MIN BY OTHERS .25° MAX. SHIM SPACE f RIGID FILLER EXTERIOR INTERIOR #10 TEK SCREW HEAD METAL FRAMING FAN INSTALLATION HEAD SHOWN, JAMBS AND SILL SIMILAR POT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 CA2840 CASEMENT PVC WINDOW 36 X 78 INSTALLATION DETAILS DRAWN: R.L IDWG NO. 08 -00853 SCALE NTS I DATE 09/02/09 I SHEET 4 OF 5 IRW • 7 to .65" O1 FRAME VINYL PVC. 105° THICK 3.389" 2.739° .752" 2.41" .75 .079" 2.275" .385" { 2 SASH FRAME 2 VINYL PVC.105'THICK .553" 1 REVISIONS PLY DESDRIAt74N DATE 1 APPR06D -- 1.08" 1.371° 683" .22" -- I i L �� r .078" 404 °� 834° 405 "-1--- 834° .466" -1---- GLAZING BEAD 4 REINFORCEMENT 6063-T5 PVC M'THIOK 1.25" r- r .065" .096° L I .625° - x}1.04 "r+ k I 064 " 1.279" r_ .738" O REINFORCEMENT 15 REINFORCEMENT O STIFFENER 8 STIFFENER REINFORCEMENT 16 RIGID FILLER 77 FIN ADAPTER ALUMINUM 6063 -T8 ALUMINUM 6083 -75 ALUMINUM 6083 -T5 ALUMINUM 6063 -T8 lJ STEEL VINYL PVC .15' THICK VINYL PVC .002' THICK .125" HS .09" SENTRY GLASPLUS .125° HS .125" HS .09" SENTRY GLASPLUS .125° HS .875" .125° TEMP. EXTERIOR INTERIOR EXTERIOR INTERIOR SIKAFLEX 552 GLASS TYPE A SIKAFLEX 552 GLASS TYPE B 4- PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 CA2840 CASEMENT PVC WINDOW 36 X 76 GLAZING DETAILS AND COMPONENTS DRAriN, Imam REV R.L. 08 -00853 scNLE NTS PATE 09/02/09 fsw5 OF 5 ottlIftii *,' Z• TAT : SE OF •k,,- N*0 aa,. ti �C? � �j$ �' is �,v 8. In addition to himself, Owners designates the following copy of the Lienor's Notice as provided in Section o ,; 9 g persons) to «> °e a p '� la 713.13(1)(,), Florida Statutes. Name, address and phone number. 49 ®.--. !Z.:, 0s 8 9s 0 >ra � f NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA.. COUNTY OF MIAMI -DADE: TAX FOLIO NO. // 130206 -O 7 0.0)0 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. and street/address:r "� /�/ 5%� S Sec r. 111111111111111111111111111111111111111111111 -FN 201 1 8026982;3 OR £+k 27666 Ps 2060; (1s) RECORDED 04/26/2011 12:37:36 HARVEY RUVIN, CLERK OF COURT IIIAIII —DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office �v 31/ 35-• G re 2. Description of improvement L[)bJ1 .)Cf)S 000/2-- 3. Owner(s) name and address: Cdcg $ 7CO,) ° Per Ale / - Sr. dii//t/%%/ 51-10/1.e, P •.3/3 Interest in property: 000/lea-- 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 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 d may be served as provided by Section 713.13(1)( :)7., 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 MPROVEMENTS 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. ro � Signatur, - of �; er,(�)���O��wner(s)' Authorized Officer/Director/Partner/Manager i'(Ofi o4raiwovernent ASSOC. By m Print Name / / _ ,i41. T44,. / , SN D✓V Print Name ��� 2 Title/Office Title/Office STATE OF FLORIDA The foregoing instrument was acknowledged before me this ig day of COUNTY OF MIAMI -DADE /102Ji.— By CA,r/L 3/1xOA ) 0 Individually, or ❑ as for C/PPersonaliy known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) 6eLA- NOTARY PUBLIC-STATE OF FLORIDA " Danel Luis Guerra VERIFICATION PURSUANT TO SECTION 92525. FLORIDA STATUTES 2 Under penalties of perjury, I declare that I have read the foregoing and .;*•.„ Commission DD75193 3 that the facts - r ted in it are true , o the best of my knowledge and belief. „,..••'� Expires: JAN. 24, 2012 Boax THBUA1UNTICBONDING Co., L\C Signatu = • • 0 / s) • r • (r(s)' - Authorized Officer/Director/Partner/Manager who signed above: / %%i/ By 123.0142 PAGE3 11/07