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WS-11-677Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INS P- 158507 Scheduled Inspection Date: June 09, 2011 Inspector: Bruhn, Norman Owner: SAXON, GLORIA Job Address: 9941 NE 4 Avenue Road Miami Shores, FL Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Number: WS -4 -11 -677 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060171260 Phone: (954)792 -4415 Building Department Comments REPLACEp'IMPACT WINDOWS Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments June 08, 2011 For Inspections please call: (305)762 -4949 Page 6 of 17 Miami Shores Village Building Department NAY 2 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. (LS— /°"11`"" �7Z Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): G to/9-409 (9110/4 Phone#33 J - / 5 q 2 - i vST Address: q9r f Ne gill s/ E City: P2 i /TM/ 5 /1v State: Zip: 3 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: (i91-8 1 NC Y'6 IhiC City: Miami Shores County: Miami Dade Zip: 3/ 3 r Folio/Parcel #: // 302 A 0/1 3 /2 C© C" Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: #0/77€ . %/eO V % Phone*. 95Y" 7w-6/WS- Address: 4.-/t9 Q 5 c) ' nue } city: 11-0t t ycJao/� Stater Zi 3 /°�. _ p� 33 Qualifier Name: (✓tom � e r d Cr Phone#: city-y-7 - State Certification or Registration #: C.CC7(12/8 90' Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ /oZ► (-1/ Square/Linear Footage of Work: Type of Work: °Addition °Alteration Descri'li—on1 of Work: I61 QA..) ONew DRepair/Replace °Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fee ************ * * * * * * * * * * * * * * ** *** ** * * * * * * * * ** Submittal Fee $ Permit Fee $ 2—<.° 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 FI ECTRICAL 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 Owner or Agent The foregoing instrument was acknowledged before me this /7- day of 32 , 20 )/ , by 6760/24,O 5AX0.) , 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: q -oVfc# uuemmmmmmemamemmrmammmmmmcauaumuunmomaamme SHELLIEY 5R..9Al.Cli/IGt I Conn# D :. 4S7 ExpEreu 5/18/2011 * * * * * * * * * * * * * ** * * * * * * * * * *+ * ap * **ffisdo imitagr amra r 4 t mrr r amm ®e maceoe.aaaee aaDaaaa APPROVED BY The foregoing instrument was acknowledged before me day of /v / ,20 1( , by 1LM YA who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expif�s:maSHELLEYmBmmm¢am�LO�Ia maaamaa �� "P N, G Comm# D;• is 86857 Expired 6(18!2011 # # # # # ## * ** * * * * * * * * * * # * * *IF�i r t '".�� "-` * #- �r�.�}I- �yr��r, -yr�.8/20�.11 mmmmamamm.mmmi �IV'l u+t y,:5:..rJ """"'•rOw' �umaaammeamaeasmmmma emeemammmamumammeemmsam Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revise3 3/15/09) Zoning Clerk 06. g5ti/C Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 11))/DZIMML-fi' at APR 18 2011 ELY:___® 'C-SA Permit No. W I Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): tog i9 56 xohl Phone#:3OS qS 2 CO Address: CI // Ne (7 r�' i€ City: TO/ l S /-/-0% -E State: zip: 33/38/ Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 9'9 i'f / /V E Y Ave City: Miami Shores County: Miami Dade zip: 3 3 /3 Folio/Parcel #: A / 32 -OP. Pb C Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954.792.4415 Address: 4070 SW 30TH AVE City: HOLLYWOOD State: FLORIDA Qualifier Name: WAYNE THOMAS BURNETT zip: 33312 Phone#: 954.792.4415 State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone#: 954.792.4415 X243 Email Address: Imartinez @fhaproducts.com DESIGNER: Architect/Engineer: `C ASVAITY100 . Phone#: 9 3 5L// 0660' Value of Work for this Permit: $ l 3 7-) ° Square/Linear Footage of Work: Type of Work: DAddition ❑Alteration ONew URepair/Replace ODemolition Description of Work: "EA -A c e 3 J°1, , - �2 7- //i W S ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee Permit Fee $ J C9 C) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Re:713 . LID 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 CONDPPIONERS, 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 Owner or Agent The foregoing instrument was acknowledged before me this / V Signatur Contractor The foregoing instrument was acknowledged before me this It day of ?Lit ie . , 20 BI , by iii ,- "chi day of iC. ,201/ , by f) rce3dg who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ��e \ (� c.t� °°i°c NOTARY PUBLIC -STATE OF FLORIDA "-, Danel Luis Guerra `: Commission # DD751938 '••,, � ;,° Expires: JAN. 24, 2012 My Commission Expires: NOTARY PUBLIC: Sign: Print: "" e NOTARY PUBLIC -STATE OF FLORIDA My Commission Expires: f " "'-. Danel Luis Guerra Commission #DD751938 %;,;;,;.••` Expires: JAN. 24, 2012 16 BONDED THRU ATLANTIC BONDING GO., INC. BONDED THRU MANTIC BONDING CO. C. *!k** kN * * ** k****** N* kM *!k *N M * * * * ** k** k *M * * ** *N lk* * * ***** ******* * ** N k W ** *!k * * ** ** k*** ** *!kM * * ** N *** *** * *!kM ** �- /,fir APPROVED BY - Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) mini d u o a l n Win: now nom n nonnnemiunnn nowt n onus _ rowan's nol N_ memil ate® aam ma �, im a. n .1�,Aa ®Ii ate, law. Ilr 1ii� 1 mnsinnwwasnmennwnnwassonnn nmonnwsmnsinwawmwwwwwItn WOMAWWWWWWWWWWWWWWWW IIIIIMIlfiliiiider .11211140...g. ..a........... ... .. ... mn a c:01 wimmANWIS 1� �11111;w�' 11 11/11/1110 iii i'. warm mrslinn11111111111Inillilkiga . * i n m ; # mn®a ®•�r W nRsi nnn 9iR lllll�rltwl illillll�1 ��;;�1rl�ll�l si I 16 svompue L 21711 11 E : a• rw :........;, wasi .... . ."..... ..... .... 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WMWWWWWWWW I I are .in .`�! 1 t t., MI ir *� v_ itiotatamal 110r sr llA AM .�l�iiimi I a . - FLORIDA BUILDING CODE & ASCE 7 -05 D { IGN LOADS FOR COMPONE T eNI C ADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 5p 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 25 30 35 0 -15 ft -50'4 -492 +415 +45.2 148.3 +44,4 - 47.6 +43.7 -47.1 +43.1 146.6 +427 - 462 +42.3 - 45.9 +41,9 -45.5 +41,6 , 0 -15 ft - 622 +415 -59.8 +452 -58.0 +44.4 -56.7 +43.7 -55.6 +43.1 -54.6 +427 -53.8 +423 -53.1 +41.9 -52,5 +41.6 18 ft -51.1 -49.8 +47.1 +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 -46.2 +42.2 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 +42.2 -52.4 -51.1 -50.2 -49.5 -48.9 - 48.4 - 48.0 «47.7 - 47.3 - 64.6 -62.1 -80.3 -58.9 -57.8 -56.8 -55.9 -552 -54.5 18 ft +48.3 +47.0 +46.1 +45.4 +44.8 +44,3 +43.9 +43.6 +432 1811 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43,9 +43.6 +43.2 20 ft -53.5 -522 +49.4 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 -49.5 +45.3' - 49.1 +44.9 - 48.7 +44.5 -48.4 +442 20R 46.1 +49.4 - 63.5 +48.1 - 61.8 +47.1 -602 +46.4 -59.0 +45.8 -58.1 +45.3 -57.2 +44,9 -56.4 +44.5 -55.8 +44.2 ft -54.6 -53.3 +50.4 +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 ft - 67.4 + - 64.8 +49.0 -62.9 +48.1 - 81.4 +47.4 -602 +46.8 -592 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 -55.6 -54.3 -53.3 -526 -52.0 -51.5 -5t0 -50.6 - 50.3 -68.7 .0 - 64.1 42.6 -61.4 -60.3 -59.4 -58.7 -58.0 24 ft +51.3 +49.9 +49.0 +482 +47.6 +47.1 +46.7 +46.3 +45.9 24ft +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 -56.6 -552 - 54.2 -53.5 -52.9 -52.3 -51.9 - 51.5 -51.1 .8 -67.1 - 65.1 - 63.6 - 62.4 -61.4 -60.4 -59.6 -58.9 26 ft +522 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 ft +522 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 -57.5 511 55.1 - 54.3 -53.7 43.2 - 52.7 -52.3 51.9 -70.9 - 612 -66.2 -64.6 -63.4 - 62.3 -61.4 -60.6 49.9 28 ft +53.0 +51.6 +50.6 +49.8 +492 +48.7 +482 +47.8 +474 ft +510 +51.6 +50.6 +49.8 +49,2 +487 +482 +47.8 +47.4 513 -56.9 45.9 -511 -54.5 419 53.5 411 -52.7 - 72.0 -69.2 - 67.1 - 616 -64.3 -63.2 -623 -61.5 -60.7 30 5 +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 30 ft +53.8 +52.3 +513 +50.6 +419 +49.4 +419 +48.5 +411 -59.1 -57.7 -56.7 -55.9 -55.2 - 54.7 -54.2 -53.8 43.4 -73.0 -70.1 -68.1 -66.5 -65.2 -64.1 -63.1 -82.3 -61.6 32ft +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 32ft +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 -59.9 58.4 -57.4 56.8 55.9 -55.4 - 54.9 54.5 -54.1 -73.9 - 71.0 -68.9 -67.3 -66.0- -64.9 - 64.0 -63.1 -62.4 34 ft +552 +53.7 +52.7 +51.9 +51.3 +50.7 +502 +49.8 +49.4 34 ft +55.2 +53.7 +52.7 +51.9 +51.3 +50.7 +50.2 +49.8 +49.4 38 ft -60.6 - 59.1 +519 +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 -74.8 +55.9 -71.9 +54.4 -69.8 +53.3 -68.1 +52.5 56.8 +51.9 - 65.7 +51.3 - 64.7 +50.8 -63.9 +50.4 -63.1 +50.0 51.3 -59.8 -58.7 -57.9 -57.3 -56.7 -582 -55.8 -55.4 -75.7 -72.7 -70.6 -68.9 -67.6 -66.5 -65.5 -64.8 -63.8 38 ft +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 36 ft +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 52.0 -80.5 59.4 -58.6 -57.9 -57.3 -56.8 - 56.4 56.0 -76.5 -73.5 -71.3 -69.7 -68.3 -67.2 - 66.2 55.3 -64.5 40 ft +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1; 40ft +57.1 +55.6 +54.5 +53,7 +53.0 +52.5 +52.0 +51.5 +51.1 42 ft -62.6 - 61.1 +57.7 +56.2 -60.0 +55.1 -59.2 +54,3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 57.0 +52.1, -56.6 +51.7 42 ft -77.3 +57.7 -74.2 +562 -72.1 +55.1 -70.4 +54.3 - 69.0 +53.6 -67.9 +53.0 -66.9 +52.5 -66.0 +52.1 -65.2 +51.7 44 ft -632 -61.7 +513 +56.7 -60.6 +517 -59.7 +54,8 -59.1 +54.1 - 58.5 +515 58.0 +510 -57.5 +52.6 -57.1 +52.2 44 ft -78.0 +58.3 -75.0 +517 -72.8 +517 -71.1 +54.8 -69.7 +54.1 -68.5 +53.5 - 67.5 +510 -66.6 +52.6 -65.8 +52.2 46 ft -63.8 -62.3 +58.8 +57.3 -612 +56.2 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 58.5 +53.5 -58.1 +53.1 57.7 +52.7 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +56.2 -71.8 +55.3 - 70.4 +54.6 -69.2 +54.0 - 882 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft -64.4 -62.8 59.4 +57.8 51.7 +56.7 -60.8 +55.8 -60.1 +55.1 -59.6 +54.5 < 59.0 +54.0 -58.6 +53.6 58.2 +53.1 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -88.8 +54.0 -67.9 +53.6 -67,1 +53.1 50 ft -64.9 -83.4 +59.9 +58.3 -62.2 +572 -61.4 +56.3 -60.7 +55.6 -60.1, +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 50 ft -802 +59.9 -77.0 +58.3 -74.8 +57.2 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -65.5 -63.9 +60.4 +58.8 - 62.8 +57.6 - 61.9 +58.8 -612 +56.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -59.2 +54.0 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 +58.8 -72.2 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -68 2 +54.0 - 66.0 -64.4 -63.3 -62.4 -61.7 51.0 - 80.5 -60.1 -59.6 -81.5 -78.3 -76.0 -742 -72.8 -71.6 - 70.5 -69.6 -68.7 54 ft +60.8 +59.2 +58.1 +572 +56.5 +55.9 +55.4 +54.9 +54.5 54ft +60.8 +592 +58.1 +57.2 +56.5 +55.9 +55.4 +54.9 +54.5 56 ft -66.5 -64.9 +61.3 +59.7 -63.7 +58.5 - 629 +57,7 -62.1 +56.9 51.5 +56.3 -61.0 +55.8 -60.5 +55.3 -60.1 +54.9 58 ft -82.1 +61.3 -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 59.3 +54.9 60 ft -67.5 -65.8 +622 +60.6 - 64.7 +59,4 -63.8 +58.5 -63.0 +57.8 -62.4 +57.1 -61.9 +56.6 -61.4 +56.1 -61.0 +55.7 ft - 83.3 +622 -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 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 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 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 (GC0= +/ -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. 1 ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 0� ELEVATION I WALL ZONE FIGURES GI GI rn m In n 0 z col m z y C 3 In REMARKS DRINK CHKD DATE INTT ISSUE REVISE FOR 07 FOG CL FLB 04/19/06 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, PE. "ALTERATIONS, ADDMONS, HIGHUGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 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 #9885 IInlr+ml Jnvr«J ouILvIIvu vcrrlrt I IvILI' I PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 9941 NE 4th AVE RD, 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 FL13049.2 +80.0 -120.0 +51.3 -68.7 331/4 x 53 NO NO YES 2 4, FL13040.2 +65.0 -97.5 4, 4, 441/8 x 661/8 4, 4, 4, 3 4, FL13039.5 +80.0 -140.0 4, 4, 441/4 x 53 4, 4, 4, 4 4, J. 4, 4, 4, 4, 4, 4, 4, 4, 5 4, FL13040.2 +65.0 -113.0 4, 4, J, 4, 4, 4, 6 4, 4, 4, -120.0 4, , 4, 331/4 x 53 4, ,f, 4, 7 J, 4, 4, -113.0 4, 4, 441/4 x 53 4, 4, Si, r ADD WINDOWS FROM 4 THRU 7 1 Florida Building Code Online http:// www. foridabuilding. orglpr /pr_app_dtl.aspx?param= wGEVX... 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Submit Surcharge t Stets & Facts 1 Pubikatrons • FBC Stall ; BCIS alba Map `: Links Search Product Approval USER; Pubic User Prodret Aeomval Menu > Product or AOOScatbn Search > apar.mtbn LLst > Appktlan Petal FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature PGT Industries 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Robert Clark bc.lark@pgfindustries.com Technical Representative Robert Clark Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method 1070 Technology Dr. Venice, FL 34275 (941) 480-1600 Ext 21106 bdark@pgti nd ustri es.com Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Steven M. Urich, PE Validation Cheddist - Hardcopy Received Certificate of Independence FL13039 RO COI 511381.odf Referenced Standard and Year (of Standard) .rd year AAMA /WDMA/CSA 101/I.S/A440 2005 ASTM E 1886 2005 ASTM E 1886 2002 ASTM E 1996 2002 ASTM E 1996 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 1 of 3 2/15/2011 2:33 PM Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products htip : / /www.floridabuilding.org'pripr app dtl.aspx?parani 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.odf 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 HR271OM PVC Horizontal Roller 2LT HR271OM 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.od( FL13039 RO AE NOA 05- 1208.02 Dupont PVB.pdf Created by Independent Third Party: Yes 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 FL130$9 RO II 08- 00840.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511383.pdf FL13039 RO AE NOA 05- 1208.02 Dupont PVB pdf FL130$9 RO AE NOA 07- 1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes 13039.4 2LT HR2710MI PVC Horizontal Roller 2LT HR2714MI 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) 2LT HR2810MI Horizontal Roller Installation Instructions FL13039 RO II 08- 00841.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511384.odf FL13039 RO AE NOA 07- 1116.04 Dupont SGP.odf Created by Independent Third Party: Yes 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- 0842.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes 2 of 3 2/15/2011 2:33 PM Florida Building Code Online hnp : / /www.floridabuilding.org/prlpr app dtl.aspx?param—wGEVX... Design Pressure: +701-100 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.pdf Created by Independent Third Party: Yes 13039.6 3LT HR2710MI Horizontal Roller 3LT HR2710MI Horizontal Roller 130" x 63" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/ -65 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) Installation Instructions FL13039 RO II 08- 00843,Pdf 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 FL14039 RO AE NOA 07- 1116.04 Dupont 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: +75f -100 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) Installation Instructions FL13039 RO II 08- 00844.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511387.pdf FL13039 RO AE NOA 07- 1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes Iii ICI Deparpoeot of Community alraks Florida Bugling Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414-8436 ® 2000 -2010 The State of Florida. At rights reserved. artvacy statement I Co ralil Statalrart I ACCIZUP1Wrader0031 { i Customer Service SurveX I Cont lag Product Approval Acceptor uritt'vt 27;bt •.^ c!'edigAVE 3 of 3 2/15/2011 2:33 PM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville, NC 27012 Report No.: 511385 336-945 -9695 Manufacturer: PGT Industries 1070 Technology Drive Nokomis, FL 34275 Product Line: 2LT HR2810MI PVC Horizontal Roller Window Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code including the HVHZ. Supporting Technical Documentation: 1. Approval document: drawing number 08-00842, titled 2LT HR2810MI PVC Horizontal Roller Window, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test Report No. NCTL 210 - 3638 -1, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, +70.0/- 100.0psf 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 101/1.S.2/ A440 -05 Design pressure: +70.0/- 100.0psf Water penetration resistance: 12psf ASTM E 1886 -02/ -05 and ASTM E1996- 021-05 ASTM E 1886/E 1996 Large Missile Impact Test, Level 0, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, +80.0 /- 140.0psf 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/- I00.0psf (See charts in approval document for smaller units ratings) • Maximum overall size: 74 °!n" x 631 " • Maximum D.L.Q.: 31 14" x 5414° • Units may be glazed with: o 7/8" IGU consisting of outboard laminated lite consisting of: 1/8" HS — 0.090" Sentry GlasPlus — 1/8" HS — Air — inboard lite 1/8" Temp, or o 5116" 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 09/09/2009 74.25" MAX. UNIT WIDTH 6" MAX. 10" MAX. O.C. -- 6" MAX. 63.25° MAX. UNIT HEIGHT 12" MAX. O.C. 59.25" PANEL HEIGHT Wed ttn) DESIGN PRESSURE RATING IMPACT RATING + MO PSF - 100.0 PSF LARGE AND EMAIL MISSILE IMPACT Maximum design Prosta1e capacity than 2EYHA 2OOOS PVCNort:Dalal Sliding Wallow IIIILLINIIIUNT CAIN 20.0 Exuma OOO MT di BOO RIM r zti 1221111021 [ILIUM ganunajmuunim ralyaMEICTIZ 14D fajj • G11110]E.S7[C1iin rerrx11VE11 ' i11J:fi two fcF� �CD &MIME <31E0' 11J 2II . JI2JCb1!® • E:F1EL;alL211=11tata.:. irall!i L A&iLI&Ln EIDELI 000 EIMUI I E EMILIA 000 1000 Dart N mbar atanshaspar NW eat : OW wood ser 0 U 1&T M IIILIWIIRMIII1U1111311111LillICAIELMILAIME WEN fII 74 tit NIEMILIIIIILIBMILMIE111111211 tFiMOEN III USI�Iy�©tlll�.yy��t�Ii�t0 �ILI!yyI��IIy�M•�MEE�[rly���ww Kali 1aIMMO:U UMW ti#tL!tLt0Q �■1°�� # ��l pI�Q�IIt aoQQ RUNS DESCRIPTION I 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 WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8) FOR INSTALLATION INTO CONCRETE /MASONRY U ITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIM - - • SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. FOR ANCHORING INTO METAL FRAMING USE #10 TEK SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE FRAME THICKNESS. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 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 — 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. 3) FRAME AND SASH MATERIAL: RIGID PVC. 9) 11) PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 ELEVATION AND GENERAL NOTES 2LT HR2890M1 PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4'° ELEVATION AND NOTES 2 — INSTALLATION DETAILS DRAWN: R.L. IDSC NO. 08 -00842 1, 5 COMPONENTS AND GLAZING DETAILS scALE NTS I DALE 09/02/09 I SREET 1 OF 5 2.50" MIN. EDGE DISTANCE • 1.25° MIN. EMS. CONCRETE/ MASONRY BY OTHERS IX BUCK PT .25" MAX. ,f SHIM SPACE RIGID FILLER 3/16" TAPCON EXTERIOR INTERIOR EXTERIOR 1X BUCK PT 1.25" MW. EMB. I INTERIOR 3/16" TAPCON RIGID FILLER .25" MAX. r SHIM SPACE I2.50" MIN, EDGE ST. '^s 4 SILL ONCRETEJMASONRY FLANGE INSTALLATION CONCRETE/ MASONRY BY OTHERS PERIMETER SEAL BY OTHERS EXTERIOR REVISIONS REV DESCRIPTION DATE APPROVED 13/8" MIN. EMB. METAL STUD 16GA MIN BY OTHERS .25" MAX. SHIM SPACE RIGID FILLER #10 WOOD SCREW INTERIOR HEAD & JAMB WOOD FRAMING OR EX BUCKFLANGEINSTALLATION HEAD SHOWN JAMBS SIMILAR EXTERIOR iQ 1 T . mi4 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. SHIM SPACE 1 3/8" MIN. EMB. .25° MAX. SHIM SPACE RIGID FILLER #10 TEK SCREW EXTERIOR INTERIOR HEAD & JAMB METAL FRAMING FLANGE INSTALLATION HEAD SHOWN. JAMES SIMILAR EXTERIOR #10 TEK SCREW RIGID FILLER METAL FRAMING 16GA MIN BY OTHERS SILL METAL FRAMING FLANGE I STALLATION .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 ORAWN: R.L 1 0WO NO. 08-00842 scml NTS PAIE 09/02/09 ImIEET2 OF 5 ti k" v \CANS SIP 1 74 TAT OF •tttrZ. �''` 2.50" MIN. I EDGE DISTANCE 1.25" MIN. EMB. CONCREa./ MASONRY BY OTHERS 1X BUCK PT EXTERIOR .25° MAX. j SHIM SPACE RIGID FILLER 3/16" TAPCON INTERIOR HEAD & JAMB CONORETERAASONRY BOX FRAME INSTALLATION HEAD SHOWN. JAMBS SIMILAR EXTERIOR 1X BUCK PT 1.25" MIN. EMB.. 4 INTERIOR 3/16° TAPCON RIGID FILLER .25" MAX. SHIM SPACE 2.50" MIN. EDGE DISTANCE SILL CONCRETEIMASONRY BOXFRAMEINSTALLATION WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8" MIN. EMB. 1 25" MAX. J SHIM SPACE EXTERIOR RIGID FILLER #10 WOOD SCREW INTERIOR HEAD & JAMB WOOD FRAMING OR EX BUCK SOX FRAME INSTALLA17ON HEAD SHOWN; JAMBS SIMILAR EXTERIOR WOOD FRAMING OR 2X BUCK BY OTHERS _7 CONCRETE/ MASONRY BY OTHERS #10 WOOD SCREW RIGID FILLER .25" MAX. r SHIM SPACE SILL WOOD FRAMING OR 2X SUCK SOX FRAME INSTALLATION 1 3/8" MIN. EMB. REVISIONS DESPDON IDATE APPROVED METAL STUD 160A MIN BY OTHERS EXTERIOR 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 METAL FRAMING 16GA MIN BY OTHERS SILL METAL FRAMING BOX FRAME INSTALLATION RIGID FILLER .25" MAX. V SHIM SPACE PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 83 1/4" BOX FRAME INSTALLATION DETAILS DRAWS OWO ND. REV R.L 08 -00842 — NTS PATE 09/02/09 !r3 OF 5 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 1.25" MIN. EMS 4 2.50" MM. _ EDGE DISTANCE SILL CONCRETEMASONRY RN INSTALLATION .25" MAX. SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS SHEATING CONCRETE / BY OTHERS MASONRY SILL BY OTHERS WOOD FRAMING OR 2X BUCK BY OTHERS SHEATING BY OTHERS EXTERIOR EXTERIOR REVISIONS DESCRIPTION DATE I APPROVED 1.38" METAL STUD MIN. EMB. 16GA MIN BY OTHERS .25° MAX. .} SHIM SPACE RIGID FILLER #10 WOOD SCREW INTERIOR Hd -■ &JAMB WOOO FRAMING OR 2X BUCK FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR INTERIOR #10 WOOD SCREW RIGID FILLER .25" MAX. SHIM SPACE t RIGID FILLER #10 TEK SCREW HEAD & JAMB METAL FRAMING FIN INSTAL/AWN HEAD SHOWAS JAMBS SIMILAR #10 TEK SCREW RIGID FILLER .25" MAX. V SHIM SPACE .25" MAX. F SHIM SPACE } 1.38" MIN. EMB. WOOD FRAMING OR 2X BUCK FIN INSTALLATION METAL FRAMING 16GA MIN BY OTHERS -�. METAL FRAMING AN INSTALLATION PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" FIN INSTALLATION DETAILS DRAWN: R.L. DWG NO. 08 -00842 SCALE NTS PATE 09/02/09 (smT4 OF 5 -g 3.06° .33" 4.455° 3.06° Pr .5" f HEAD & JAMB (8301) VINYL PVC .075"THICK 1.83" .224" 2.196" ! 1.13° 1.476" .224" -- 2.2" 4.455" -- -1.83" -°- SILL (8303) VINYL PVC .076" THICK 1.278" .83" } INNER INTERLOCK RAIL (8308) OUTER INTERLOCK RAIL (8307) HORIZONTAL SASH (8305) VERTICAL SASH (8306) VINYL PVC .07"THICK 1.295" 1.27" REVS DESCRIPTION I DATE I APPROVED g" HS INSERT `NC -RW -PR -118) 6062- T5ALLIMINLIAJ.055' THICK sT 1.476" II VERTICAL STIFFENER (NC -RW-PR -112) ALUMINUM 6063-T5 08° THICK VINYL PVC .07"THICK .313" .125" HS .125" HS .090" SENTRY .090" SENTRY GL4SPLUS GLASPLUS .125" I4S .125" HS VINYL PVC .07"THICK SIKAFLEX 552 SIKAFLEX 552 GLASS TYPEA GLASS TYPE B VINYL PVC .07"THICK } .3" 3- -I 1.04" I+ .8" STIFFENER (ST10078) 160A GALVANIZED STEEL RN ADAPTER VINYL. PVC .062 " THICK 5/16' PLAIN BEAD (8321) VINYL PVC .06"THICK 1.052° 265" 1 .985" f 7/8" LIFT BEAD (8324) VINYL PVC .06° THICK 1.78 "f+ 1--_ SASH INSERT (NC- RW--PR -117) 6063 -T5 ALUMINUM.085° THICK 1.69" } r_14" .384" ... _1`� ' R.L TRACK ALUMINUM 6063 -T5.05" THICK 5/16" LIFT BEAD (83201 VINYL PVC .06"THICK 7/8" PLAIN BEAD (8325) VINYL PVC .06° THICK }- 1E.279 "I - .15'i RIGIDFILLF R VINYL PVC .15° THICK j .797° 15" } RIGID FILLER VINYL PVC .15"THICK PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR281 DM1 PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" COMPONENTS AND GLAZING DETAILS mom R.L. ITYRO NO 08 -00842 `SC LE NTS !DATE 09/02/09 1sHEEI5 OF 5 Florida Building Code Online Mtp : / /www.floridabuilding.orgtpr /pr app_dfii.aspx?paran wGEVX.. BCE Home ! Log In I User Reysaetwn I Hat Topics I Submit surcharge ( Stets a Facts j Pubentbns I PBC Staff i SOS sae Map I links Product Approval USER: Pubic User Product Ac twat Melu > priE or Anno& inn SI%+reH > > AppIt tbn D 0 FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone /Email PGT Industries 1070 Technology Drive Nokomis, FL 34275 (941) 486 -0100 Ext22318 druark@pgtindustries.com Authorized Signature Technical Representative Address/Phone /Email Quality Assurance Representative Address/Phone /Email Category . • Subcategory Compliance Method Robert Clark bclark@pgtindustries.com Robert dark 1070 Technology Dr. Venice, FL 34275 (941) 480 -1600 Ext 21106 bdark ©pgtindustrles.com Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 8 Evaluation Report - Hardcopy Received Luis Roberto Lomas PE -62514 Keystone Certifications, Inc. 12/31/2011 Steven N. Urich, PE 9 Validation Checklist - Hardcopy Received 3040 RO COI 511388.adf Standard AAMA/wDMA/CSA 10111.5- 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 ANN. Florida Building Code Online httpJ /www.floridabuilding.org/pr /pr app dtl.aspx?parain=wGBVX. 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 Ii' Model, Number or Name Description 13040.1 D112760 PVC Double Hung • 0112760 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: this Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13040 RO AE 511388.odf • FL13040 RO AE NOA 05- 1208.02 Dupont PVB.odf .FL13040 RO AE NOA 07- 1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes 13040.2 0112860 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 Resistain" Yes Design Pressure: +65/-80 Other: Refer To Instal1attori. Instructions For Smaller Sizes Design Pressure.Ratings. Rigid PVC From L.B. Plastics AAMA Certified (LBP-1) installation Instructions FL13040 RO 11 008 00845.ndf - Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13040 RO AE 511388.bdf . FL13040 RO AE NOA 05- 1208.02 Dupont PVB.pdf f'L13040 RO Ai NOA 07-1116.04 Dupont SGP.odf Created by Independent Third Party: Yes 13040.3 DI12860 PVC Oriel Double Hung DH2860 PVC Oriel Double Hung 53 1/4" x 78" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/-80 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) • Installation Instructions FL13040 RO 0 08- 00846.rxlf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13040 RA) AE 511389.odf FL13040 RO AE NOA 05- 1208.02 DuPont PVB.odf FL13040 RO AE NOA 07- 1116.04 Durant SGP.pdf Created by Independent Third Party: Yes Next DCA Admtnffit,atbn Depart of Ca mmuaSy Affairs Florida BtllellagCode amine Codes and Standards 2555 Shurnard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487 -2824, Fax (850) 414 -8436 0 2000 -2010 The State of FbrId. Al rights nerved. rdvacv atinsat I Co ght statement I I P-b Safzen ra I Cissaulee I Contact us Product Approval Accepts: 2of3 2/5/20108:30A11 Florida. Building Code Online hap : / /www.floridabuildingorg/pr /pr app diLaspx?paran:FwGEVX. 3 of 3 2 /5/2010 8:30 AN L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd Clemons, NC27012 Report No.: 511388 336- 945 -9695 Manufacturer: Product Line: Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B -72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code. Product description: PVC DoublsHung Window: Frame and sashes stiles are constructed from rigid PVC. Frame comers are of welded comer construction. Sashes stiles share same extrusion and each member is reinforced using a steel channel. PGT Industries 1070 Technology Drive Nokomis, FL 34275 DH2760 PVC Double Hung Window DH2860 PVC Double Hung Window Supporting Technical Documentation: 1. Approval document: drawing number 08-00845, titled DH2760 and DH2860 PVC Double WindoW, prepared, signed and sealed by Luis Roberto Lomas P.E • 2. Test Report No.: NCTL 210- 3637 -1 signed and sealed by Gerard J. Ferrara, P.E. National Certified Testing Laboratories, Orlando FL Flange installation, Fin Installation and Box Frame Installation TAS 201 -94 Large Missile Impact Test TAS 202-94 Uniform Static Air Pressure, +65.0 psf/ -80.0 psf design pressure, 15.0 psf water infiltration. TAS 203 -94 Cyclic Pressure Loading, +65.0 psf/-86.0 psf design pressure. 3. Test Report No.: NCTL- 210 - 3637 -1A signed and sealed by Gerard J. Ferrara, P.E. National Certified Testing Laboratories, Orlando FL Flange installation, Fin Installation and Box Frame Installation. ASTM E1886 -02105 and ASTM El 996-02/05 ASTM E1886/ E1996 Large Missile Impact, Level D, Wind Zone 4 ASTM El 886/ E1996 Cyclic Load Test +65.0 psf/ -120.0 psf, 15.0 psf water infiltration AAMANUDMA/CSA 101/I.S.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: +65.0psf/- 80.0psf (Refer to approval document for smaller units design pressures) • Maximum overall size: ' 53 Yi'x78" • Maximum D.L.O.: 46 7/8 "x35 • DH1000S units must be glazed with 7/8" IGU consisting of: outboard laminated lite consisting of 118" HS - 0.090° Sentry Glass Plus -1/8" HS - Air - inboard lite 1/8" Temp. • DH1000P units may be glazed with: • 7/8" IGU consisting ot outboard laminated lite consisting of 1/8" HS - 0.090" DuPont Butacite PVB -1/8" HS - Air- inboard lite 1/8" Temp • 7/16" laminated consisting of 3/16° Ann - 0.090" DuPont Butacite PVB - 3/16" Ann • 5/16" laminated consisting of 1/8" HS - 0:090" DuPont Butacite PVB - 1/8" HS • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind -bome debris regions. • Frame material to be extruded white rigid PVC .075" thick. • Sash material to be extruded white rigid PVC .070" thick. installation: Units must be installed in accordance with approval document, 08- 00845. Certification of independence: Please note that I don't have nor will acquire a financial interest In any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 ‘',111l i.it • • ATE Of • "`' s 'fit: �- "Flails Luis R. Lomas, P.E. FL No.: 62514 09/09/2009 6" MAX. 6° MAX. 10" 78" MAX. FRAME HEIGHT 3" MAX. 53.25" MAX. FRAME WIDTH —+ 10" MAX r- 6" MAX. 34" MAX. D.LO. 10" MT. 0.C. 6° MAX. 45.5" MAX. D.L.O. DI-I2760 AND DtH2880 WINDOW EXTERIOR VIEW DEIGN PRESSURE RATING IMPACT RATING f 65.0 PSF - 80.0 PSF LARGE AND SMALL MISSILE IMPACT Maximum deot rentire capad chart Number of enchororegdfred, based on Linda enafored wing 00 wood wow •. Use and teatod spacing. O10TEKdorm Eat Mal "IgerTgra5Eff,cwialinEttm5 LI,A I tit' rr1,111ERIEW.A LI IL ate]" LIA 120.0 1EL L IALEI ClL=tII7120.0 ©A EN KM E1111110111LIIIIEM IMI© ElElE111EWIMlEI 01121;x' Wain 200 i6' EEO L IB' 'ELF. ' ILIiILi'B L' LMI 120.0 ILLIUM 85.0 E'i%E•E112R011EHMLIlLE.EL ILIIIIKWEE LLULLI]ULEI LIMILI]LiE]I LAIYad,1IIr"cc;>[.,LIUEaliFr.n. IMUM ,1GII]U= t 1Q13.111it 7Li1111.11.1LI aiLFZ7ELL[g]EMILME R?-v'?alailIiEllJE iiFS$' CTTlE1IElElEl iLk.b'4d]L LIJIYib']I<:d7L [:sayst. ' tII1Yilla:1111aE<7[o L' 11E.EILmi iklLIAL113 liEEIM!±9111 alL1112 ral InwillLW JL hilta li. -37LF E (210, 'A O ?vVEIEaEIEIEANLI ILLUILE 7LLUI:EVEXIMIL <LUE:di>:: nal DialL i.E.E>t L":E7LIE7tML IMI e, {I13E1iELIL.Laa a1L:E IL: x0. Number of enchororegdfred, based on Linda enafored wing 00 wood wow •. Use and teatod spacing. O10TEKdorm Eat Ek .Li LI,A I .: OLUBMIIIILIIIIER ©A EN KM E1111110111LIIIIEM IMI© ElElE111EWIMlEI Ell DElElE1•ILB© IRE.VMMILM11101111EIME RL71,SEIREEIWEIIIlIAEED113111 Ell ILIIIIKWEE MN IMUM CTTlE1IElElEl ∎7pl InwillLW E (210, 'A O ?vVEIEaEIEIEANLI EI EIEIEIO ILA EIE1•E3lZaV ©IMI LAmlRlElELattlOA IEID1 ZIR"IM D /1/ KRIM El I itala ILEUM lialiallIEIHREMILIIIIIIIIKE EIEIEliIEINI A MIMI. 4.Z Wilo; EIR>tElItsvE7EI ERIM REVISIONS REV DESCRIPTION I DATE' APPROVED NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE INCLUDING THE HVFZ ' 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBIUTY OF THE ARCHITECT. OR ENGINEER OF RECORD. 3) CONTRACTOR LS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 4) UNITS MUST BE GLAZED PER ASTM E130D SEE SHEET 5 FOR APPROVED GLASS. 5) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REOUIRE0 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 SUFFCIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS *AND INSTALLATION DETAILS. 8} TION INTO CONCRETE /MASONRY US ITW ITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM NT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. FOR ANCHORING INTO METAL FRAMING USE #10 TEK SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT' OF THREE THREADS PAST THE FRAME THICKNESS. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10) ALL FASTENERS TO BE CORROSION RESISTANT. 11) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=.0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM 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 9) 4- PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 TABLE OF CONTENTS SHEET NO. DESCRIPTION ELEVATION AND GENERAL NOTES DH2760 PVC DOUBLE HUNG WINDOW DH21160 PVC DOUBLE HUNG WINDOW ELEVATION AND NOTES 2 - 4 INSTALLATION DETAILS DRAWN: R.L. 1 000 NO. 0.8/00845 REV 5 COMPONENTS AND GLAZING DETAILS SCALE NTS I °ATE 09/02/09 1 SHEET 1 OF 5 j► 2.50" MIN. EDGE DISTANCE 4 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT Q ''.4 .25" MAX. SHIM SPACE RIGID FILLER 3/16" TAPCON EXTERIOR R EXTERIOR INTERIOR 3/16° TAPCON RIGID FILLER 25° MAX. F SHIM SPACE PERIMETER SEAL BY OTHERS 1X BUCK PT PERIMETER SEAL BY OTHERS 1 3/8° MIN. EMB. r INN I� 25" MAX. J SHIM SPACE RIGID. FILLER #10 WOOD SCREW EXTERIOR INTERIOR' HEAD & JAMB WOOD FRAMING OR EX SUCK FIANCE INSTALLATION HEAD SHOWN JAMBS SMEAR' EXTERIOR INTERIOR WOOD FRAMING OR 2X BUCK BY OTHERS CONCRETE/ 1.25" .q _ MASONRY MIN. EMB. a. v' BY OTHERS 2.50° MIN. EDGE DISTANCE SILL WOOD FRAMIMGOR2X WOK FLANGE INSTALLATION #10 WOOD SCREW RIGID FILLER .25" MAX. F SHIM SPACE 1 3/8" MIN. EMB. REVISIONS REV I DESORPTION DATE APPROVED METAL STUD 16GA MIN BY OTHERS EXTERIOR 25° MAX, _f SHIM SPACE RIGID FILLER #10 TEK SCREW INTERIOR HEAD & JAMB METAL FRAMING FLANGE INSTALLATION HEAD SHOWN, JAMBS SIMJ[AR EXTERIOR INTERIOR IP* �Il♦� #10 TEK SCREW RIGID FILLER 25° MAX. U SHIM SPACE METAL. FRAMING 16GA MIN BY .OTHERS SILL METAL FRAMING RANGE INSTALLATION PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 •DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW FLANGE INSTALLATION DETAILS DRAWW, I DWG NO. R.L 06/00845 I s E NTS IDATE 09/02/09.. IS11EET2 OF 5 2.50" MIN. 1 EDGE DISTANCE 4 1.25" MIN.EEMB. 1____ CONCRETE/ MASONRY BY OTHERS IX BUCK PT .25" MAX. J SHIM' SPACE RIGID FILLER 3/ 6" TAPCON EXTERIOR INTERIOR HEAD & JAMB CONGRETESIASONRY BOX FRAME INSTALLATION HEAD SHOWN JAMBS SIMILAR 1X BUCK PT 1.25" MIN. EMB. • ' EXTERIOR INTERIOR . 7af =jamA L PERIMETER 'SEAL BY OTHERS 1 3/B" MIN. EMB. 25" MAX. j SHIM SPACE RIGID FILLER #10 WOOD SCREW EXTERIOR INTERIOR HEAD & JAMB WOOD FRAMING OR 2X BUCK BOX FRAME INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR 3/18" TAPCON WOOD FRAMING RIGID FILLER OR 2X BUCK BY OTHERS .25" MAX. SHIM SPACE PERIMETER SEAL #10 WOOD SCREW RIGID FILLER .25" MAX. • F SHIM SPACE • 2.50" MIN. EDGE DISTANCE SILL CONCRETEIMASONRY BOX FRAME INSTALLATION CONCRETE/ MASONRY BY OTHERS BY OTHERS SILL WOODFAINTINGORAXBUCKBOXFRAME INSTALLATION 1 3/5" MIN. EMB. 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 MAMAS; BOX FRAME INSTALLATION HEAD SHOWN, JAMBS S!M!LAR EXTERIOR INTERIOR #10 TEK SCREW RIGID FILLER .25" MAX. SHIM SPACE METAL FRAMING 160A MIN BY OTHERS SILL METAL FRAMING BOX FRAME INSTALLATION PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DH2780 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW BOX FRAME INSTALLATION DETAILS DRAMTb DWO NO. R.L 08/00845 914E NTS I DATE 09/02/09 I sT3 OF 5 • 1.25° MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT .25" MAX. j SHIM SPACE RIGID FILLER 3/16" TAPCON EXTERIOR INTERIOR HEAD & JAMB CONCRETE/MASONRY FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR INTERIOR 2.50" MIN, EDGE DISTANCE SILL CONCRETE/MASONRY FIN INSTALLATION WOOD FRAMING OR 2X BUCK BY OTHERS SHEAIING BY OTHERS ,EXTERIOR } 1.38" MIN. �EMB. .25" MAX. ,•_f SHIM SPACE RIGID FILLER $10 WOOD SCREW INTERIOR • HEAD &JAMS WOOD FRAMING OR 2K BUCK RN WSTALLA77ON HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR #10 WOOD SCREW RIGID FILLER WOOD FRAMING OR 2X BUCK BY OTHERS SHEATING CONCRETE/ BY OTHERS MASONRY BY OTHERS .25" MAX. F SHIM SPACE 1.38" MIN. EMB. SILL WOOD FRAMING OR Z( SLICK FIN WSTALLATION REVISIN S REV OESCRIPTCN DATE APPROVED METAL STUD 16GA MIN BY OTHERS .25° MAX. SHIM SPACE RIGID FILLER #10 TEK SCREW INTERIOR HEAD & JAMB METAL FRAMING FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR METAL FRAMING 160A MIN BY OTHERS SILL METAL FRAMING FIN INSTALLATON #10 TEK SCREW' RIGID FILLER .25° MAX. r SHIM SPACE PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW FIN INSTALLATION 'DETAILS DRAW: R.L I DWO NO 08/00845 ssALE'NTS I°ATE 09/02/09 jsHEET4 OF 5 T Nkr 3.06" r- 4.455" 7 1.56" HEAD & JAMB (8301) VINYL PWC.073°THICK 1.476° INNER INTERLOCK RAIL (8$08) VINYL PVC .07' THICK .313" .125" HS .090" BUTACITE PVB .125" HS EXTERIOR INTERIOR SIKAFLEX 552 GLASS TYPEA 70 BE USED N DH1000P SILL (8302) VINYL PVC .078"THICK 1.56" .5° .5" HEAD ADAPTER (8341) VINYL PVC THICK .224° 2.2° 1.476" } OUTER INTERLOCK RAIL (8307) VINYL PVC.07" THICK ° 1.476° .438° .188" HS • .125" HS HORIZONTAL SASH (8305) VINYL PVC.07" THICK .094° .090" BUTACITE SENTRY PVB GLASPLUS .188° HS .125° HS EXTERIOR INTERIOR EXTERIOR SIKAFLEX. 552 GLASS 'TYPE B DBE USED IN WIMP SIKAFLEX ' 552 .875° REV REVISIONS oESQRIPRON -1--"k x.255" 1.51" .5" SILL ADAPTER (8342) VINYL PVC .08°THICK 1.5 "--► 1.476" VERTICAL SASH (8306) VINYL PVC.07" T10CK .125" HS .090" BUTACkTE PVB .125° TEMP .125" HS INTERIOR EXTERIOR t GLASS TYPEC TO BE USED IN DH 10005 SIKAFLEX 552 1.04" .5" STIFF. TIFFENER (ST1007B) 16GA GALVANIZED STEEL 5/16° PLAIN BEAD (8321) VINYL P V0 05"THICK DATE I APPROVED 1.3I7I8° •198 73 FIN ADAPTER VINYL PvC.082" THICK 5/16" LIFT BEAD (8320) VINYL PVC .00" TfIICK GLASS TYPE D TOBEUSED IN &NOV .15" RIGID LER VINYL PVC .IB" J1SOK j---I 1.279° r- 7/8' LIFT BEAD (832" PLAIN BEAD (8325) .15° VINYL PVC AS' THICK VINYL pvO .or THICK RIGID FILLER VINYL PVC .15"THICK PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW COMPONENTS AND GLAZING DETAILS DRAWN: R.L. OM NO. 08/00845 scALE NTS IMIE 09/02/09 J$NaT5 OF 5 REV e 7 1712 APR 1 2011 BY- cov -Aon 9y1-16PSy Htneet. 7#40 ':...:44.60116 • • ••••••• i RE TEM 14 2 7.2.411 aiy .I _ _4_1_1_1 , —r I i 1 I y �i j I • —s— — — fi { � -- ' Ir —j „ i { i I I -' _ _+ I •1— s _--.I i i I y'. r; --- 1 t I i t 1 t I t �_... _ t y _ - _i_d_-- ' � t -I- - -- - ' 77 -(--° . .wi.._ • _ i . ,%� i • .- '..�.. ......_. --.1.. 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F i i_..__... y- .. i 1 i } I i---1-- 1 II AS } � I T r ' 1... .. mg irt-iviaii isigiagmoriorigre —i I i • # — '_ .. i . { __5__.t... _ __ -r • ... . ._ . i -- .--� r — ----L KAY +1 ' ._:_. - ' —y- -- _ --' t— -S_— .A.«. -_i.. - .�....... `._ -F'—._ 03/02/2009 - 5:01 pm troyb F: \03 Elements \10 Loading \11 Calculators\ASCE 7 -051 FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg LORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) • Zone 4 Mean Roof Height DESIGN PRESSURES (PSF7 . cone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 10 15 20 Tributary Area (Se Ft) 40 45 50 25 30 35 25 30 35 0 -15 ft -504 +46.5 -492 +45.2 -483 +44.4 - 47.6 +431 - 47.1 +43,1 - 463 +42.7 -46.2 +423 - 45.9 +413 -45.5 +413 0 -15 ft - 822 +46.5 - 59.8 +45.2 -58.0 +44,4 - 56.7 +43.7 55.6 +43.1 - 54.6 +42.7 - 533 +42.3 - 53.1 +41.9 -52.5 +41.6 16 ft 51.1 +47.1 49.8 +45.9 493 +45.0 483 +44.3 47.7 +43.7 -473 +43.3 46.8 +42.9 -415 +42.5 -462 +42.2 18 ft -63.1 +47.1 -60.6 +45.9 -583 +45.0 573 +44,3 58.3 +43.7 554 +43.3 - 543 +42.9 53.9 +42.5 -53.2 +422 18ft -52.4 +48.3 51.1 +47.0 -502 +46.1 49.5 +45.4 48.9 +44.8 48.4 +44.3 -48.0 +43.9 47.7 +43.6 -47.3 +43.2 18 ft -64.6 +48.3 -62.1 +47.0 - 60.3 +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 53.5 +49.4 -522 +48.1 513 +47.1 -50.6 +48.4 503 +45.8 49!5 +45.3 49.1 +44.9 °-48.7 +44.5 - 48.4 +44.2 20 ft - 66.1 +49.4 -615 +48.1 -61.6 +47.1 -602 +46.4 510 +45.8 58.1 +45.3 -57.2 +44.9 -584 +44.5 -518 +442 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 ft /" 24 ft -+53+49.9 28 ft -67.4 +50.4 -68.7i -64.8 +49.0 -66.0 -62.9 +48.1 -64.1 +49.0 -61.4 +47.4 -62.6 +482 -60.2 +46.8 -61.4 +47.6 -59.2 +46.3 -60.3 +47.1 -58.4 +45.8 - 59.4 +46.7 -57.6 +45.4 58.7 +46.3 -56.9 +45.1 58.0 +45.9 24 ft 55.6 +51.3 54.3 +49.9 53.3 +49.0 52.6 +482 -52.0 +47.6 -51.5 +47.1 - 51.0 +48.7 50.8 +46.3 50.3 +45.9 28 ft 56.6 +522 -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 59.8 +522 57.1 +50.8 -85.1 +49.8 53.8 +49.1 - 62.4 ;,+48.4 -61.4 +47.9 -60.4 +47.5 59.6 +47.1 58.9 +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 ft -70.9 +53.0 582 +51.6 -662 +50.6 -64.6 +49.8 -63.4 +492 -62.3 +48.7 -61.4 +48,2 -60.6 +47.8 -59.9 +47.4 30 ft -58.3 +53 8 - 56.9 +52.3 -55.9 +51.3 -55.1 +50.6 - 54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 ft -72.0 +53.8 -692 +52.3 -67.1 +513 -65.6 +50.6 - 64.3 +419 -632 +494 -62.3 +48.9 -61.5 +48,5 -60.7 +411 32 ft 59.1 +54.5 -57.7 +53.1 - 56.7 +52.0 55.9 +51.3 552 +50.6 54.7 +50.1 -542 +49.6 -53.8 +492 -53.4 +48.8 32 ft -73.0 +54.5 -70.1 +53.1 58.1 +52.0 -66.5 +51.3 -652 +50.6 -64.1 +50.1 -63.1 +49.6 -62.3 +492 -61.6 +48.8 ft 36 ft 59.9 +552 -60.6 +55.9 -58.4 +53.7 -59.1 +54.4 -57.4 +52.7 58.1 +53.3 -56.6 +51.9 -57.3 +52.5 - 55.9 +51.3 -56.6 +51.9 55.4 +50.7 -56.1 +51.3 54.9 +50.2 -55.6 +50.8 54.5 +49.8 -55.1 +50.4 -54.1 +49.4 -54.8 +50.0 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 -67.3. +51.9 58.1:. +52.5 -66.0 +51.3 -66.8J +51.9 -64.9 +50.7 -65.7 +51.3 -64.0 +50.2 -64.7:: +50.8 -63.1. +49.8 -63.9 +50.4 -62.4 +49.4 -63.1 +50.0 38 ft 51.3 +56.5 -59.8 +55.0 -58.7 +54,0 -57.9 +53.1 -57.3 +52.5 -58.7 +51.9 -56.2 +51.4 -55.8 +51.0 55.4 +50.6 ft -75.7 +56.5 -72.7 +55.0 - 70.6 +54.0 - 68.9 +53.1 - 87.6 +52.5 - 66.5 +51.9 -65.5 +51.4 -84.6 +51.0 53.8 +50.6 40 ft 52.0 +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 -56.4 +51.5 -56.0 +51.1 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 -69.7 +53.7 - 68.3 +53.0 -672 +52.5 -662 +52.0 - 65.3 +51.5 -64.5 +51.1 42 ft 52.6 +57.7 - 61.1 +562 -610 +55.1 -592 +54.3 -515 +53.6 -57.9 +510 -574 +52.5 -. -573 +52.1 -515 +51.7 - 42 ft -77.3 +57.7 -742 +582 -72.1 +55.1 - 70.4 +54.3 - 693 +53.6 -673 +53.0 -663 +52.5 -66.0 +52.1 -652 +51.7 44 ft -63.2 +58.3 -61.7 +56.7 -60.6 +517 -59.7 +54.8 -511 +54.1 -58.5 +53.5 -510 +53.0 '.. 57.5 - +52.6 -57.1 +522.::. ft -78.0 +513 -75.0 +56.7 -72.8 +55.7 -71.1 +543 - 617 +54.1 -68.5 +53.5 -673 +53.0 -616 +52.6 -618 +522 46 ft -63.8 +58.8 -82.3 +57.3 512 +562 -603 +55.3 -516 +54.6 510 +54.0 -515 +53.5 511 +53.1 _ 57.7 +52.7 48 ft -78.8 +58.8 -75.7 +57.3 -73.5 +562 -71.8 +55.3 - 70.4 +54.6 -69.2 +54.0 - 882 +53.5 -673 +53.1 -68.5 +52.7 ft -64.4 +594 -62.8 +57.8 - 61.7 +56.7 -80.8 +55.8 -60.1 +55.1 -59.6 +54,5 59.0 +543 58.6 +516 -582 +511 48 ft 79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 - 71.0 +511 -69.8 +54.5 - 68.8 +54.0 - 67.9 +53.6 -87.1 +511 50 ft -64.9 +59.9 -63.4 +58.3 522 +572 -61.4 +56.3 50.7 +55.6 50.1 +55.0 -59.5 +54.5 - 59.1 +54.0 -58.7 +53.6 ft -80.2 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 59.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft 55.5 +60.4 -63.9 +58.8 -62.8 +57.6 -81.9 +56.8 -612 +56.1 - 60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -592 +54.0 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 ft -66.0 +60.8 -64.4 +592 -63.3 +58.1 -62.4 +572 -61.7 +58.5 -61.0 +55.9 -60.5 +55.4 -60.1 +54.9 't`- -59.6 +54.5 ft -81.5 +60.8 -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 ft - 66.5 +61.3 - 64.9 +59.7 -63.7 +58.5 -629 +57.7 -62.1 +56.9 -61.5 +56.3 -61.0 +55.8 -80.5 +55.3 ,-60.1 +54.9 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +563 -71.0 +55.8 -70.1 +55.3 59.3 +54.9 80 ft 57.5 +622 - 65.8 +60.6 - 64.7 +59.4 -63.8 +58.5 - 63.0 +57.8 - 62.4 +57.1 -61.9 +58.6 -61.4 +56.1 -61.0 +55.7 ft -83.3 +622 -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 z Co 0 8 REMARKS INIT ISSUE DRWN CL CHKD DATE FLB 04/19/06 REVISE FOR 07 FBC TSB FLB 02/23/09 THIS DOCUMENT I5 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.5. "ALTERATIONS, ADDITIONS, 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 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 a / 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 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 OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. CD 1 ELEVATION 1 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 IS C 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 #9885 MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 9941 NE 4th AVE RD, MIAMI SHORES FL 33138 Opening ID Window, Door or Mullion Product Acceptance # Permit No. Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No WINDOW 4, FL13049.2 FL13040.2 FL13039.5 +80.0 +65.0 +80.0 -120.0 -97.5 -140.0 +51.3 -68.7 35 3/4 x 57 461/2 x 70 461/2 X 57 Florida Building Code Online BCIS Home Log In ommurs Affairs http : / /www.flaridabuilding.org/pr /pr app_dti.aspx?param=wGEVX... User Reglstratbn ; Hot Top Submit Surcharge t Stets & Fe= 1 Pubcations RC Staff E BCIS Site Map E Links Search Product Approval USER: Public User Product Aaoroval Menu > Product or noolication Search > ASIAClitatilLgt > Appicatbn Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer PGT Industries Address/Phone /Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 22318 druark @pgtindustrles.com Authorized Signature Robert Clark bclark@pgtindustries.com Technical Representative Robert Clark Address/Phone/Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method 1070 Technology Dr. Venice, FL 34275 (941) 480 -1600 Ext 21106 bdark@pgtindustries.com Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL13039 RO COI 511381.odf Referenced Standard and Year (of Standard) Year AAMA /WDMA /CSA 101 /I.S /A440 2005 ASTM E 1886 2005 ASTM E 1886 2002 ASTM E 1996 2002 ASTM E 1996 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 1 of 3 2/15/2011 2:33 PM Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products btu: /Iwww.tloridabuilding.org/pr /pr app dtl.aspx?parallr�'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 74 114" 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 AF 511381.pdf FL13039 RO AE NOA 05- 1208.02 Dupont PVB.odf Created by Independent Third Party: Yes 13039.2 2LT HR271OM PVC Horizontal Roller 2LT HR2710M PVC Horizontal Roller 74 1/4" x 63 1/4" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: Yes Design Pressure: +60/ -65 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) Installation Instructions FL13039 RO II 08-00839.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511382.odf FL13039 RO AE NOA 05- 1208.02 Dupont PVB.odf Created by Independent Third Party: Yes 13039.3 2LT HR2710MI PVC Horizontal Roller 2LT.HR2710MI PVC Horizontal Roller 74 1/4" x 63 1/4" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: Yes Design Pressure: +65/ -80 Other: Rigid PVC From L.B. 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 FL13039 RO AF 511383.pdf FL13039 RO AE NOA 05- 1208.02 Dupont PVB,pdf FL13039 RO AE NOA 07- 1116.04 Dupont GP.pdf Created by Independent Third Party: Yes 13039.4 2LT HR271OMI PVC Horizontal Roller 2LT HR271OMI PVC Horizontal Roller 74 1/4" x 76" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/ -80 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP-1) installation instructions FL13039 RO II 08- 00841.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AF 511384.pdf FL13039 RO AE NOA 07- 1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes 2LT HR2810MI Horizontal Roller 2LT HR2810MI Horizontal Roller 74 1/4" x 63 1/4" Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: Yes Installation Instructions FL13039 RO II 08- 00842.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes 2 of 3 2/15/2011 2:33 PM Florida Building Code Online http : / /www.floridabuilding.org/pr /pr app dtl.aspx?paranr 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 F1,13Q39 RO AE 511385.odt F,3039 RO AE NOA 07- 1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes 13039.6 3LT HR2710MI Horizontal Roller 3LT HR2710MI Horizontal Roller 130" x 63" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/-65 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) Installation Instructions FL13039 RO II Q8- 00843,odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL1Q49 RO AE 511386.odf FL13039 RO AE NOA 05-1208,02 Duoont PVB.pdf FL13039 RO AE NOA 07- 1116.04 Dupont 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.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 Duoont SGP.odf Created by Independent Third Party: Yes Department of Community Affairs Florida aa8dh,g Code Ontate Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, FkaJda 32399 -2100 (850) 487 -1824, Far (850) 4148436 9)2000-2010 The State of Florida. A@ ri9hts reserved. ar iacv statement ICnizialiabLitateandt 1 Z Elustla,Esifteata 1 customer Service sieves 1 Co Product Approval Accepts: Crcda i 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 HR2B10MI PVC Horizontal Roller Window Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code including the HVHZ. Supporting Technical Documentation: 1. Approval document: drawing number 08- 00842, titled 2LT HR2810MI PVC Horizontal Roller Window, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test Report No. NCTL 210 - 3638 -1, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, +70.0/- 100.Opsf 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/CSA 101/152 A440 -05 Design pressure: +70.0 /- 100.0psf Water penetration resistance: 12psf ASTM E 1886-02/-05 and ASTM E1996- 021-05 ASTM E 18861E 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.Oi- 100.0psf (See charts in approval document for smaller units ratings) • Maximum overall size: 74 W x 63'l <" • Maximum D.L.O.: 313/4" x 54 3/4" • Units may be glazed with: o 7/8" IGU consisting of outboard laminated lite consisting of: 1/8" HS — 0.090" Sentry GlasPlus —1/8" HS — Air — inboard lite 1/8" Temp, or o 5/16" monolithic laminated glass consisting of 1(8" HS — 0.090" Sentry GlasPlus — 1/8" HS, per ASTM 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 :=3*: °45 • w ir.:-_— rh1 OT dlQ F ` 1.0„. , ,a..Rtot Iss„ \, Luis R. Lomas, P.E. FL No.: 62514 09/09/2009 63.25° MAX. UNIT HEIGHT r MAX. 6° MAX. 12" MAX. O.C. 6" MAX. 74.25" MAX. UNIT WIDTH 10" MAX. 0.0. --6° MAX. 54.75" MAX. D.L.O. 59.25" PANEL HEIGHT 31.75" MAX. D.L.O. 36.25" PANEL WIDTH 2LT HR281OMI HORIZONTAL ROLLER WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING G IMPACT RATING + 70.0 PSF - 100.0 PSF LARGE AND SMALL MISSILE IMPACT Maximtmi dostgn pressure capacity chart Ti-V 20005 PVC Horizontal Sihifog Window With lny 40 TOM Unit Width (IN) 7i►F+'61�1Ek7iL ULT271i UERRILIIRLEIRMILEENEMILMIELCUI 810 iIILLSILIIZlS7 800 i[i3IiLC17 1400 [BILLMlt i ;3;7L:I: LI161 ILIAIEt•E7 L.I1IDilL LiE7La7IME1ETE1iLSIIL72 140.0" ILIUM t 1L I7L IICaIL lfii3l sao Ia1L:S1i agramiFJ 1101/1S110MIIi7[ 1 80A fIIb7L f 1011 'FILL 4GI > ;LIMCM Cal= <U1Eaold1L 37nallL1i81 IIIL1 LIdILLtb7L L Mtasr l Li11:1L 11E 100.0 lagbt (M) Humber at anthers eare Leff tsambored 1S ed ter 1EK san Snag,• andTo. .. 1L 1qa L 1 L201=1MiltrIlIUM .mb CL 1! JL. JE'1 IELLAIMIANIUMILIIIILIIIILIRMILIMIWEIMILIIIIIM KVA 111:W1111/111•1111 ECM IIEMZEMINUMIRMIEURIMMINUNIRMILIWIIIIMIEEME [<a >]■6711EMIELME MUIRIUMMIll ■[>C ItaAILIIIIIMIEMICE16,11U11111LIMMLNICIN QI= REVISIONS DESCRWRON DAIS 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 GE 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 U 3/16 ITW TAPCON ITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIM - • SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) FOR ANCHORING INTO METAL FRAMING USE #10 TEK SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE FRAME THICKNESS. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10) ALL FASTENERS TO BE CORROSION RESISTANT. 11) INSTALLATION ANCHORS SHALL. BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G =0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM 0 -90, GRADE N, TYPE 1 (OR GREATER). D. METAL FRAMING — 16GA (.050) 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. PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 TABLE OF CONTENTS • SHEET NO. DESCRIPTION ELEVATION AND GENERAL NOTES 2LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" ELEVATION AND NOTES 2 — 4 INSTALLATION DETAILS WOMEN: R.L. (Owo NO. 08 -00842 1 REY 5 COMPONENTS AND GLAZING DETAILS 0C LE NTS !DATE 09/02/09 1914E71 OF 5 .z. N,,,:t101Ellki ::::, 4 0 1... tit it. a @ "1} .' ,,9tiQf1,'o ;Ai1s ,`�� r �'` 2.50" MIN. t EDGE DISTANCE 4 a 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT EXTERIOR } .25° MAX. j SHIM SPACE RIGID FILLER 3/16° TAPCON INTERIOR HEAD & JAMB CONCRETE MASONRY BOX FRAME INSTALLATION HEAD SHOWN JAMBS SIMILAR 3/16° TAPCON RIGID FILLER .25" MAX. I- SHIM SPACE 1X BUCK PT L 1.25° MIN. EMS. 2.50" MIN. EDGE DISTANCE SILL CONCRETE/MASONRY BOX FRAME1NSTALLA770 N WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8° MIN. EMB. 25" MAX. J SHIM SPACE EXTERIOR RIGID FILLER #10 WOOD SCREW INTERIOR HEAD & JAMB WOOD FRAMING OR 2X BUCK BOX FRAME INSTALLATION HEAD SHOWN, JAMBS SIMILAR 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 BOX FRAME INSTALLATION REVISIONS DES(SIIPOON DATE 1 APPROVED METAL STUD 16GA MIN BY OTHERS EXTERIOR INTERIOR HEAD & B METAL FRAMING BOX FRAME INSTALLA77ON HEAD SHOWN, JAMBS SIMILAR .25" MAX. SHIM SPACE RIGID FILLER #10 TEK SCREW EXTERIOR n li I rl ll I,ClI 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 HR281OMI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" BOX FRAME INSTALLATION DETAILS DRAWN: R.L. DWG NO. 08 -00842 SCALE NTS I DATE 09/02/0S IswEr3 OF 5 1REV AIL 4 a 2.50" MIN. EDGE DISTANCE 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT EXTERIOR EXTERIOR 1X BUCK PT 1 1.25" MIN. EMB. .25" MAX. j SHIM SPACE RIGID FILLER 3/15° TAPCON INTERIOR HEAD & JAMB CONCRETE/MASONRY FIN INSTALLAT ION HEAD SHOWN. JAMBS SIMILAR INTERIOR 3/16" TAPCON RIGID FILLER .25" MAX. SHIM SPACE } 4 2.50" MIN. EDGE DISTANCE SILL CONORETE/MASONRY f7N 1NSTALL4 TON W000 FRAMING OR 2X BUCK BY OTHERS SHEATING BY OTHERS 1.38" MIN. EMB. .25° MAX. ,,f SHIM SPACE RIGID FILLER #10 WOOD SCREW EXTERIOR INTERIOR H ' & JAMB EXTERIOR WOOD FRAMING OR 2X BUCK RN INSTALLATION HEAD SHOWN, JAMBSSIMItAR 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 REVmONS rev DEECRWnGN ELATE I APPR MD METAL STUD 16GA MIN BY OTHERS .25" MAX. F SHIM SPACE 341E, "" EXTERIOR INTERIOR RIGID FILLER #10 TEK SCREW HEAD & JAMB METAL FRAMING FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR .25" MAX. I. SHIM SPACE 1.38" MIN. EMS. } #10 TEK SCREW RIGID FILLER .25" MAX. SHIM SPACE METAL FRAMING 16GA MIN BY OTHERS METAL FRAMING FIN INSTALLATION PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR281OMI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" FIN INSTALLATION DETAILS DRAWN: R.L. WIG No. 08 -00842 scALE NTS I GATE 09/02/09 IsN€E,4 OF 5 1�A11RSIEp // v ti.1c'8N`FF9I'j�� Nr 3.06" 4.455" 4 L .3F'iE3 7 HEAD & JAMB (8301) VINYL PVC .075 "TMCK 1.476" INNER INTERLOCK RAIL (8308) VINYL PVC .07° THICK EXTERIOR SIKAFLEX 552 .313" .125" HS .125" HS .090" SENTRY .090" SENTRY GLASPLUS GLASPLUS .125" HS .125" HS SILL (8303) VINYL PVC .076"THICK 1.476" .83" OUTER INTERLOCK RAIL (8307) VINYL PVC .Or THICK INTERIOR EXTERIOR GLASS TYPE SIKAFLEX 552 .875" 125" TEMP INTERIOR GLASS TYPE B 1.27" 1.92" 1.295" HS INSERT VERTICAL STIFFENER jNC- RW--PR -118) (NC•RW -PR 112) 0083- T5ALUMINUM.0655"THICK ALUMINUM 6063- T5.08"THICK 2.55" 1.395" REVISIONS teacitproN DATE l Ip HORIZONTAL SASH f8305) VINYL PVC .07'THICK 1.476" -� 1.04" .8" STIFFENER (ST1007B) .3" 3- 166A GALVANIZED STEEL .828" 985" 5/16" PLAIN BEAD (8321) VINYL PVC .06"THICK VERTICAL SASH (8306) VINYL PVC .07°THICK 1 .4" ELE SASH INSERT (NC-RW-PR -117) 000 3 -T 8 AL UMI NUM .085'' T HICK .384" _r .14" SILL TRACK ALUMINUM 6003- T5.06" THICK FIN ADAPTER VINYL. PVC .062° THICK 5/16" LIFT BEAD (8320) VINYL PVC.00°THICK 7/8" LIFT BEAD (8324) VINYL PVC .06 " THICK .265" -1 .985" 7/8" PLAIN BEAD (8325) VINYL PVC .86"THICK -1 1.279" I 15" RIGID FILLER VINYL PVC .IS"THICK .797" .15" �4 RIGID FILLER VINYL PVC .15" THICK PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 83 1/4" COMPONENTS AND GLAZING DETAILS DRAWN: R.L. IDWG NO. 08 -00842 scALE NTS 'Pm 09/02/09 15 OF 5 REV N: 1R "I' • "71 �r °'"''filORtT%P•1r.'•` Florida Building Code Online http: / /www.floridabuilding orglpr /pr app_dtl.aspx?palwGEVX.. ISMS Horne ( Log In I User R g trauon [ Hot Topics ! Submit Surcharge I Slats &Facts j Publcatbr I MC Staff s acS Ste Map 1 Licks ! Search Product Approval USER: Public User Pn,duct Anmovah Maori > Prods n Seardr > Aoat bn tit > Appucalion Detail FL* Application Type Code Version Application Status Comments Archived Product Manufacturer PGT Industries Address/Phone /Email 1070 Technology Drive Nokomis, FL 34275 (941) 486 -0100 Fact 22318 druark@pgtindustries.com Authorized Signature Technical Representative Address/Phone /Emali Quality Assurance Representative Address/Phone /Email Category • Subcategory Compliance Method Robert Clark bclark@pgtindustries.com • Robert Clark 1070 Technology Dr. Venice, FL 34275 (941) 480 -1600 Ext 21106 bdarkr pgttndustries.com Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida license PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Steven M. Urich, PE Validation Checklist Hardcopy Received Certificate of Independence FI13040 RO COI 511388_odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I-S.2/A440 2005 ASTM E 1886 2002 ASTM E 1886 2005 ASTM E 1996 2002 ASTM E 1996 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 1 of 3 2/5/2010 8:30 Al/ Florida Building Code Online httpJ /www.floridabuild ing.or rr /pr app ditaspx?para vGEVX. 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 Ft. * 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 LB. Plastics AAMA Certified (LBP -1) Installation Instructions FL13040 RO II 008- 00845.odI Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports R13040 R AE 511388.pdf • FL13040 RO AE NOA 05- 1208.02 DuPont PVB.odf .FL13040 RO AE NOA 07- 1116.04 DuPont SGP.pdf Created by Independent' Third 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 Resistakm Yes Design Pressure: +65/ -80 Other: Refer To Installatibn 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 RO AE NOA 05- 1208.02 DuPont PVB.Pdf FI13040 RO AE NOA 07- 1116.04 Dupont SGP.pdf 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.Prlf 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 Durant PVB.pdf FL13040 RO AE NOA 07- 1116.04 DuPont SGP.pdf , Created by Independent Third Party: Yes 110_88C0101616160.0 Depertaseat ofCommradtyAffabs Florida Building Code OnSne Codes and Staet hok, 2555 Shumard Oak 8wdeyard Tallahassee Florida 32399 -2100 (850) 487 -1824, Fax (850)4144436 ® 2000 -2010 The State of Hot. All rights reserved. PAvacv Statement I co vtt ht Statement 1 AaesssLSty Statment I Ektiem I anmnamdcwec I Contact ors Prods.* Approval Accepts: 2 of 2/5/2010 8:30 Att Florida Building Code Online http : / /www.floridabuildingorg1pr/Pr app_d aspx??pa vGEVX. 3 of 3 2/5/2010 8:30 AN L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 511388 336 - 945.9695 Manufacturer: Product Line: Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code. Product description: PVC Double Hung Window. Frame and sashes stiles are constructed from rigid PVC. Frame comers are of welded comer construction. Sashes stiles share same extrusion and each member is reinforced using a steel channel. PGT Industries 1070 Technology Drive Nokomis, FL 34275 DH2760 PVC Double Hung Window DH2860 PVC Double Hung Window Supporting Technical Documentation: 1. Approval document: drawing number 08-00845, titled DH2760 and DH2860 PVC Double Hung Window, prepared, signed and sealed by Luis Roberto Lomas P.E 2. Test Report No.: NCTL - 210 - 3637 -1 signed and sealed by Gerard J. Ferrara, P.E. National Certified Testing Laboratories, Orlando FL Flange installation, Fin Installation and Box Frame Installation TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, +65.0 psf /-80.0 psf design pressure, 15.0 psf water infiltration. TAS 203-94 Cyclic Pressure Loading, +65.0 psfl -80.0 psf design pressure. 3. Test Report No.: NCTL- 210 - 3637 -1A signed and sealed by Gerard J. Ferrara, P.E. National Certified Testing Laboratories, Orlando FL Flange installation, Fin Installation and Box Frame Installation. ASTM E1886-02105 and ASTM E1996 -02/05 ASTM E18861 E1996 Large Missile impact, Level D, Wind. Zone 4 ASTM E1886/ E1996 Cyclic Load Test +65.0 psf/ -120.0 psf, 15.0 psf water infiltration AAMAM/DMA/CSA 10111.S.2/A440 -5 Design pressure: +65.0psf /- 80.Opsf Water penetration resistance: 15.0psf 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.Opsfl- 80 .0psf (Refer to approval document for smaller units design pressures) • Maximum overall size: • 53'/4 x78" • Maximum D.L.A.: 46 7/8"x351/4" • 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. • DH1000P units may be glazed with: • 7/8" IGU consisting of outboard laminated lite consisting of 1/8" HS — 0.090" DuPont Butacite PVB —1/8" HS — Air— inboard lite 1/8" Temp • 7/16" laminated consisting of 3/16" Ann — 0 .090" DuPont Butacite PVB — 3/16" Ann • 5/16" laminated consisting of 1/8" HS — 0:090" DuPont Butacite PVB —1/8" HS • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind -bome debris regions. • Frame material to be extruded white rigid PVC .075" thick. • Sash material to be extruded white rigid PVC .070" thick. Installation: Units must be installed in accordance with approval document, 08-00845. Certification of independence: Please note that 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, 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 ��ttS I I.ittt, er r %N.A 1 S \�,\� Luis R. Lomas, P.E. FL No.: 62514 09/09/2009 l 6" MAX. 6° MAX 10" MAX. 0.C. 78" MAX. FRAME HEIGHT 3" MAX. 533.25" MAX. FRAME WIDTH --� 10" MAX O.0. - 6" MAX. 34" MAX. D.L.O. 10° MAX O.C. 6" MAX. 45.5" MAX. D.L.O. DH2760 AND DI-12860 WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING + 65.0 PSF - 80.0 PSF LARGE AND SMALL MISSILE IMPACT Maximum dealgn premsure capaal chart Number of aachotarequired, bend on d Unita enahered ushre Wood tar ewo 1 and tented apedng. Nte TEX uarew Uakw • �11LIrl„ Z.M.III On) ' LIZ ' YiitE.i�ELLI. (�i' I L= iiUjr t'!' 2:13 .' REIEEMEINIKIIIIIIKEI MCI LIZELMILMIEZELMEEICZILMEZI dE0 As' no IMMO I©©M11MILMAEI•IVI17■1 LL/aRiaMI -. UMMIII 10A tin ©D10 MLA REEELLUELIILIIIMILIALIC RIMILIIIICIIIIIIMLIIILIMIL11161111131111311112MILIIIIMILIMUM i.(. 112/81111101v10v10i01[II MEMIRWO©MEEDEME1M ItE7LtLIU1 IM EMVV fYsb7IL:r ©N!MMEM ILIE$f37 p 1oIKlNIU 6 P4!111■ta10 I 44110i I IUMNEM Kalil ILIMILMM rIMI1[alIIIS.7111ItI1101&A ©avII/1MEWIL21.4.111•0:oo in00 WOE' 9.1'al I 1L` I i' ' LITI Lm' L I UEUE MailliELIIEEENZLI iYtE7CM ELM li'3E7ILLEILLIla/ 7liglILLIGIEM IMMILLUItlitillialLitlialLEZLIIIMILIIIMUlaiLLM MIN 682 ILEM LQXlGUILMI L IELII ]LItJL LJ SgEd I.'UV,l[tit]ii lI:11111E1I12301E7IfUILN(] M ingiLl 126.0 lm i3iltUE 7IIIYI' @C7I fiEsE<ZE]I}&I b]I.3JF >:3]EiE7 ILITAI Number of aachotarequired, bend on d Unita enahered ushre Wood tar ewo 1 and tented apedng. Nte TEX uarew Uakw • �11LIrl„ ' LIZ ' YiitE.i�ELLI. (�i' I L= iiUjr t'!' 2:13 .' REIEEMEINIKIIIIIIKEI UMWOD>011 dE0 As' no IMMO I©©M11MILMAEI•IVI17■1 !©KM© -. UMMIII 10A ©D10 MLA ODOR RIMILIIIICIIIIIIMLIIILIMIL11161111131111311112MILIIIIMILIMUM i.(. 112/81111101v10v10i01[II MEMIRWO©MEEDEME1M IM EMVV SI ©N!MMEM QE ILMIIIMi!11171LIIat 1oIKlNIU l LEI[ IDDA !!,i1ILM P4!111■ta10 I 44110i I IUMNEM Kalil ILIMILMM rIMI1[alIIIS.7111ItI1101&A ©avII/1MEWIL21.4.111•0:oo in00 REVISIONS NEV DESCRIPTION DATE APPROVED NOTES: 1) THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE INCLUDING THE HVHZ • 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT. OR ENGINEER OF RECORD. 3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 4) UNITS MUST BE GLAZED PER ASTM E1300 SEE SHEET 5 FOR APPROVED GLASS. 5) APPROVED IMPACT PROTECTIVE SYSTEM I$ 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) - - , '110N INTO CONCRETE /MASONRY USE ITN TH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM NT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) FOR ANCHORING INTO METAL. FRAMING USE #10 TEK SELF TAPPING 4- 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. :I 1) 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 — 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 rf PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 TABLE OF CONTENTS SHEET NO. DESCRIPTION ELEVATION AND GENERAL NOTES DH2780 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW ELEVATION AND NOTES 2 — 4 INSTALLATION DETAILS 5 COMPONENTS AND GLAZING DETAILS DRAM. R.L. DWO NO. • 08/00845 sALE NTS !DATE 09/02/09 1 SHEET 1 OF 5 REV *�.rLrg1R` .*• ▪ 1- �A OF ,,�+ } 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT `''� 2.50" MIN. I EDGE DISTANCE 4 LLJ EXTERIOR III D� INTERIOR .25" MAX. SHIM SPACE RIGID FILLER 3/16" TAPCON HEAD & JAMB CONCRETE/MASONRY FLANGE INSTALLATION HEAD SHOWN, JAMBS SIMILAR 1X BUCK PT 1.25" MIN. EMB, EXTERIOR INTERIOR 3/16° TAPCON RIGID FILLER .25" MAX. r SHIM SPACE 2.50" MIN. EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS PERIMt1 LN SEAL BY OTHERS EXTERIOR 1 1 3/8" MIN. EMB. 25" MAX. SHIM SPACE RIGID FILLER #10 WOOD SCREW INTERIOR' HEAD & JAMB WOOD FRAMING OR 2X BUCK FLANGE INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR #10 W000 SCREW RIGID FILLER .25" MAX. r I SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS PERIMETER SEAL BY OTHERS • SILL . WOOD FRAMING OR EX BUOK FLANGE INSTALLATION • 1 3/8° MIN. EMB. REVISIONS REV I DESCRIPTION DATE APPROVED METAL STUD 16GA MIN BY OTHERS EXTERIOR .25" MAX, I SHIM SPACE IQ— RIGID FILLER #10 TEK SCREW INTERIOR HEAD & JAMB METAL FRAMING FLANGE INSTALLATION • HEAD SHOWN JAMBS SIMILAR EXTERIOR INTERIOR METAL. FRAMING 16GA MIN BY .OTHERS SILL MEDAL FRAMING FLANGE INSTALLATION #10 TEK SCREW RIGID FILLER .25" MAX. f SHIM SPACE POT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 •DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW FLANGE INSTALLATION DETAILS DRAWN; R.L DYIO NO. 08/00845 scou NTS IDAM 09/02/09:. ISHEET2 OF 5 [REV 2.50" MIN. -1 EDGE DISTANCE d 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT 4. 4 EXTERIOR .25" MAX. SHIM 'SPACE I- RIGID FILLER 3/16" TAPCON INTERIOR HEAD & JAMB CONCRETE/MASONRYBOX FRAME INSTALLATION HEAD SHOWN, JAMBS SIMILAR 1X BUCK PT EXTERIOR INTERIOR II11=1 3/16° TAPCON RIGID FILLER .25" MAX. r SHIM SPACE PERIMETER SEAL BY OTHERS PERIMETER 'SEAL BY OTHERS 1 3/8° MIN. EMB. } .25" MAX. j SHIM SPACE RIGID FILLER #10 WOOD SCREW EXTERIOR INTERIOR HEAD & JAMB WOOD PRAWNS ORSX BUCK BOX FRAME INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR #10 WOOD SCREW RIGID FILLER .25" MAX. I SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS CONCRETE/ 1.25" • MIN. EMB. • 4 Q Q v BY OTHERS 2.50" MIN. EDGE DISTANCE SILL CONCRETE/MASONRY BOX FRAME INSTALLATION SILL WOOD FRAMING OR 2X BUCK BOX FRAME IASTALLATION 1 3/8" MIN. EMB. REVISIONS REV DEW/MEW DATE APPROVED METAL STUD 16GA MIN BY OTHERS RIGID FILLER #10 TEK SCREW EXTERIOR INTERIOR HEAD & JAMB METAL FRAMING BOX FRAME INSTALLATION HEAD SHOWN JAMBS SIMILAR EXTERIOR INTERIOR .25" MAX. I SHIM SPACE #10 TEK CREW RIGID FILLER .25" MAX. SHIM SPACE METAL FRAMING 16GA MIN BY OTHERS SILL METAL FRAMING BOX FRAME INSTALLATION POT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 0112760 PVC DOUBLE HUNG WINDOW 0112860 PVC DOUBLE HUNG WINDOW BOX FRAME INSTALLATION DETAILS DRan6 R.L. OVM NO. • 08/00845 SCALE NTS Pin 09/02/09 1 smIr 3 OF 5 J :y •∎∎ •.0 • 1"11 ..•"Ip�y '§iii?j!!;7; 0 1.25" MIN. EMG. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT EXTERIOR .25" MAX. SHIM SPACE RIGID FILLER 3/16" TAPCON INTERIOR HEAD & JAMB CONCRETE/MASONRY FIN INSTALLATION HEADSHOW74 JAMBS SIMILAR EXTERIOR INTERIOR 3/16" TAPCQN RIGID FILLER IX BUCK PT 1.25" MIN. EMS. }-.25" a 2.50" MIN. EDGE DISTANCE —� SILL CONCRETE/MASONRYFIN 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 BUCK FIN !NSTALLA77ON HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR #10 WOOD SCREW RIGID FILLER WOOD FRAMING OR 2X BUCK BY OTHERS SHEATING CONCRETE/ BY OTHERS MASONRY BY OTHERS 25" MAX. r SHIM SPACE 1.38" MIN. EMS. SILL WOOD FRAMING OR 2X BUCK PIN INSTALLATION REV DESCRIPTION DATE APPROVED METAL STUD 160A MIN BY OTHERS F.XTERIO, .25" MAX. __L. r SHIM SPACE RIGID FILLER #10 TEK SCREW INTERIOR HEAD &JAMB METAL FRAMING FIN INSTALLATION HEAD SHOWN JAMBS SIMILAR EXTERIOR INTERIOR METAL FRAMING 16GA MIN BY OTHERS SILL METAL FRAMING FIN!NSTALLATION #10 TEK SCREW RIGID FILLER .25" MAX, r SHIM SPACE PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW FIN INSTALLATION 'DETAILS ORA41N: R.L. rpmND 08/00845 SCALE 'WS I DATE 09/02/09 I IHEET4 OF 5 Oft II oil/ *3.12U5-11 • '41111 t 3.06" 7 1.56" .5" } HEAD & JAMB (8301) VINYL PVC .075 °THICK --- 1.83" �- -' - -.224" 1.476" 2.56" 4.455` -{ \ .5° } HEAD ADAPTER (8341) VINYL PVC .06' THICK SILL (8302) VINYL PVC .075" THICK 1.921" L=r=T' 1" SILL ADAPTER (8342) VINYL PVC .0133 THICK REVISIONS REV DESCRIPTION -1.921" -i .285" 1.51" .224" -� 211 .2" 1.478" , 1.478" 1 1 1.476" 1 i INNER INTERLOCK RAIL (8308) OUTER INTERLOCK RAIL (8307) HORIZONTAL SASH (8305) VERTICAL SASH (8306) 5/18" PLAIN BEAD (8321) VINYL PVC .07" THICK DI • -{ 1.04" 1 .5" STIFFENER (ST1007B) MA GALVANIZED STEEL VINYL PVC .07"THICK 1 .1 .313" 25" HS .090" BUTACITE PVB .125" HS VINYL PVC .073THICK 1 B438" .188" HS • .090° UTACITE PVB .188" HS GLASS TYPEA TO 8E USED INDH1000P GLASS TYPE B TO BE USED INDH1000P .125" HS .090" SENTRY GLASPLUS .125° HS EXTERIOR SIKAFLEX 552 .875' VINYL PVC.07" THICK .125" HS .090° BUTACtTE PVB .125" TEMP .125" HS INTERIOR GLASS TYPEC ram USED IN DM 10005 EXTERIOR SIKAFLEX 552 .875" .125" TEMP INTERIOR GLASS TYPE D TO BE USED INDHI000P VINYL PVC.O&" THICK DATE I APPROVED 1 1.37' .378" .198" "J FIN ADAPTER VINYL PVC .082' THICK 5/16" LIFT BEAD (8320) VINYL PVC .06'T1 TICK iI I .797" .15 "LER VINYL PVC .15'THICK �- {1279 "r_ 7/8" LIFT BEAD (8324B" PLAIN BEAD (8325) .15" VINYL PVC .083 THICK VINYL PVC .00"THICK RIGID FILLER VINYL PVC .15"THICK PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DH2780 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW COMPONENTS AND GLAZING DETAILS DRAWNI R.L. DWG NO. I( 08/00845 nw a NTS PATE 09/02/09 ' 1$14E175 OF 5 Florida Building Code Online latp://www.iloridabuilding.orgipr/pr app dtt.aspx?param=wGEVX... BM Homo 1 Lag tri i User Registration Hot Topics 1 Submit surcharge Slats & Pacts ! Publications ? FBC Stag ; BC3S Stye Map I L4dcs 1 Search 1 Product Approval USER: Put* User Product Anoroval Mprj > Product or Aoo catbn Search > putglokapj& > Apperetbn Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email KT industries 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Robert Clark bciark@pgtindustries.com Technical Representative Robert Clark Address/Phone/Email Quality Assurance Representative Address/Phone /Email Category Subcategory Compliance Method 1070 Technology Dr. Venice, FL 34275 (941) 480-1600 Ext 21106 bclark@pgtindustries.com Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Steven M. Urich, PE P Validation Checklist - Hardcopy Received Certificate of Independence FL13049 RO COI 511395 ndf, Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101 /I.S.2 /A440 2005 ASTM E 1886 2002 ASTM E 1886 2005 ASTM E 1996 2002 ASTM E 1996 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 1 of 2 2/17/2011 2:12 PM Florida Building Code Online http : / /www.floridabuildinn.org/pr /pr app dil.aspx ?pararwGEVX... 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 PL # 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 HVHi: Yes FL13049 RO II 08- 00852.pdf HVHZ: Yes Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes -70 Evaluation Reports Instructions For Additional FL13049 RO AE 511395.pdf 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/-120 Other: Rigid PVC From (IBP-1) Installation Instructions HVHZ: Yes FL13049 R.0 II 08-00853.odf HVHZ: Yes Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports L.B. Plastics AAMA Certified FL13049 RO AE 511396.pdf FL13049 RO AE NOA 07-11 6.04 Dupont SGP.odf Created by Independent Third Party: Yes Department of Community Mfrs Florida Building Cade Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 ©2000-2010 The State of Florida. A9 rights reserved. prJv ev 5tatemerx i S9!Gytbght,Statemea i A e6ry Staternar* ( EitakiLSSehrtalla 1 Customer Service Survey 1 CSUOGILIS Product Approval Accepts: 2 of 2 2/17/20112:12 PM 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 inducting 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, +80,01- 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/ €.S.2 / 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.Opsf 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: +80.0 /- 120.Opsf • 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 — 0.090" Sentry Glass Plus — 1/8" HS — Air — inboard lite 1/8" Temp, or o 5/16" monolithic laminated glass consisting of. 1/8" HS — 0.090" Sentry Glass Plus — 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 and sash material to be extruded white rigid PVC .105" thick. Installation: • Units must be installed in accordance with approval document, 08- 00853. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest In any other entity involved In the approval process of the listed product(s). 1of1 Luis R. Lomas, P.E. FL No.: 62514 09/09/2009 76" MAX. HEIGHT 6" MAX. 1 6" MAX. 12" MAX. O.C. 6" MAX. 36" MAX. WIDTH 12" MAX. r- 6" MAX. 68.38" MAX. D.L.O. IMMEr DESIGN PRESSURE AAriNG IMPACT RAriNG f 80.0 PSF - 120.0 PSF LARGE AND SMALL MISSILE IMPACT 5 REVISIONS DESCRIPTION DATE 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 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 El 300 SEE SHEET 5 FOR APPROVED GLASS. 5) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQU(gE0 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 #8 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 CONCRETt /MASON 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 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 — 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 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 DRA DWG NO. R 1 08 -00BS SME NTS DATE 09/02/09 I SET 1 OF 5 l� 1 � P 1 ' 4 ti i?ATE�OFrt.::* 44'a'fi;ORtOt d' j/ /fgii�11gt \\tip rir PARTS UST NO. PART NUMBER 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 ST10078 SASH REINFORCEMENT, STEEL A36 7 STIFFENER, ALUMINUM 6063 -T5 STl 8 vt.NER, 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 VERTICAL CROSS SECTION VERTICAL CROSS SECTION WITH FLANGE REMOVED FOR BOX FRAME INSTALLATION REVISIONS •1 DATE / 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. T MAW DWG NO R.L 08 -00853 SCALE NTS 1 DAre 09/02/09 I sNEEr 2 OF 5 2.50" MIN. EDGE DISTANCE 1.25° MIN. EMB. } CONCRETE/ MASONRY BY OTHERS IX BUCK PT EXTERIOR 25° MAX. J SHIM SPACE INTERIOR RIGID FILLER 3/16" TAPCON 2.50" MIN. EDGE DISTANCE d 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS 25" MAX. SHIM SPACE 1X BUCK PT EXTERIOR INTERIOR RIGID FILLER 3/16" TAPCON HEAD coNDRETEMASONRY BOXFRAMEINSTALLATIONy HEAD SHOWN JAMBS AND SILL SIMILAR 1 3/8" MIN. EMB. EXTERIOR INTERIOR 25" SHIM SPACE RIGID FILL ER #10 WOOD SCREW HEAD WOOD FRAMING OR EX BUCK FLANGE INSTALLATION HEAD SHOW AL JAMBS AND SILL SIMILAR EXTERIOR 1.38" MIN. EMB. .25 MAX. SHIM SPACE RIGID FILLER #10 W00D SCREW HEAD WOOD FRAMING OR EX BUCK BOX FRAME INSTAL.LATION HEAD SHOWN, JAMBS AND SILL. SIMILAR REVISIONS REV DESCRWTON ICAIE J MPRDVED METAL STUD I6GA MIN BY OTHERS EXTERIOR INTERIOR HEAD METAL FRAMING FLANGE INSTALLATION HEAD SHOWN, JAMBS AND SILL SIMILAR METAL STUD 16GA MIN BY OTHERS .25" MAX. SHIM SPACE RIGID FILLER #10 TEK SCREW EXTERIOR INTERIOR HEAD METAL FRAMING BOX FRAME INSTALUIT1ON HERD SHOWN, JAMBS AND SILL SIMILAR .25" MAX. SHIM SPACE RIGID FILLER #10 TEX SCREW PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 CA2840 CASEMENT PVC WINDOW 36 X 76 INSTALLATION DETAILS 4 DRAW* R.L: I DWC NO 08 -00853 wAL8 NTS PAIE 09/02/09 Ism173 OF 5 REV 2.50" MIN. I— EDGE DISTANCE 4 4 CONCRETE/ MASONRY BY OTHERS 1X BUCK PT EXTERIOR INTERIOR 1.25° MIN. EMB. .25° MAX. SHIM SPACE RIGID FILLER 3/18" TAPCON HEAD CONCRETEJM4SONRYFIN INSTALLATION HEAD SHOWN, JAMBS AND SILL SIMILAR METAL STUD 160A MIN BY OTHERS .25` MAX. SHIM SPACE RIGID FILLER EXTERIOR INTERIOR #10 TEK SCREW HEAD METAL FRAMING FIN INSTALLATION HEAD SHOW JAMBS AND SILL SIMILAR WOOD FRAMING OR 2X BUCK BY OTHERS . HEAD WOOD FRAMING OR 2X SLICK FIN INSTALLATION HEAD SHOWN, JAMBS AND SILL SIMLAR REVISIONS DESCRIPTION IDATE I APPROVED PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 CA2840 CASEMENT PVC WINDOW 36 X 76 INSTALLATION DETAILS IDWG NO. 08 -00853 scAl2 NTS 'DATE 09/02/09 ' SNEET 4 OF 5 DRAWN: R.L. 3 .65" } 1 FRAME VINYL PVC .l0"THICK 3.389" .75" i 2.41° 079" .385" 6.-.% SASH FRAME VINYL PVC .106" MICK .079° .404 "J 0, GLAZING BEAD PVC.06`TFmICK 1.371° .834" -{ 1.25" 11 r .OSS" .‘,L7 REINFORCEMENT 15 REINFORCEMENT O STIFFENER ALUMINUM 6083 -T8 ALUMINUM 6053 -T5 ALL MINUM 6083 -T5 .125" MS .09" SENTRY GLASPLUS .125° HS GLASS TYPE A .125" HS .09" SENTRY GLASPLUS .125" HS .875" .096" T O 8 STIFFENER ALUMINUM 6063 -T5 .405" REV610NS REV DESCRIPRQN DATE { APPROVED 1.08" — .683° .22" -- .078" .834" .466" t 4 REINFORCEMENT ALUMINUM 5063 -T5 r.is GLAZING BEAD 3 PVC .06'THICK .625" .125" TEMP. EXTERIOR INTERIOR SI<AFLEX 552 MINO GLASS TYPE B 1 1.04" r 064' � "'1 t.279" I+- 738« I .9" 1.378" REINFORCEMENT STEEL 17 RIGID FILLER FIN ADAPTER 06 5 16 VINYL PVC .15' THICK VINYL PVC .062' THICK PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 CA2840 CASEMENT PVC WINDOW 36 X 76 GLAZING DETAILS AND COMPONENTS DRAWN: R.L. I MVO NO 08 -00853 I REV scCLE NTS PATE 09/02/09 IR IS OF 5 s • nr,wiiag 7F 5A :c 0Ril*:iP 45 04"Aetkx NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF RIIST INSPECTION PERMIT NO. TAX FOLIO NO. //"3 .V6- On- /06O 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 111111 11111 11111 11111 11111 11111 11111 1111 1111 GF1+4 2011R0247502 OR P.k 27656 Ps 0548; tips) RECORDED 04/18/2011 10:10:01 HARVEY RUVIN, CLERK OF COURT HIAfI -DARE COUNTY, FLORIDA LAST PAGE /� /� Space _above reserved for use of recording office 1. description of and t/address: /`� /+"/ft / c o S c 7 • t 'o r ?7 i d • 6 9S' ciciY/ NE L%� vE • /r?m ni smog.e.51 re. 3/3, 2. Description of improvement: tt) /nJ0.0W S- 3. Owner(s) name and address: (gtO/ZIA i17fOr01 • /9 ?/ NC rim Ave_ dy1 //r/ 1 f .S -temes Interest in property: C7t!)4/emr'L. 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 • i :r documents may be served as provided by Section 713.13(1)07., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following • : • n(s) to, receive a copy of the Uenor's Notice as provided in Section 713.13(1)0), Florida Statutes. Name, address and phone number.. 9. Expiration date of this Notice of Commence (the expiration date b 1 year from the,date of recording fatless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST. BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WiTH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signatu f Owners) or Ow r(s)' Authorized Officer/Director/Partner/Ma�nager By By /Y1/1711 fDl-c- p p ti ktmpratrernont Plitt name to' - A. S.'c.•• n Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this ,l day of By frGOi21/ 5 /-X9 U Individually, or U as for ersonaliy known, or U produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Print Name Title/Office /Out_ 4070 SW 30tft Ave Hollywood, FL 33312 Sign "*""44, Danel Luis Guerra _ Commission #DD751938 ,. Expires: JAN. 24, 2012 Borraao rgav ATANTIOBO WL?W co., lxc. of Owner(s) or Owner(s)'s Authorized Officer/Director /Partner/Manager who signed above: az 123.01452 PAGE 11/07 By STINTE OF FLORIDA, QTY OF DADE 1 HEREBY CERTIFY Chet ids tc a ire eopy of to oA'gInd>1 fin Ws of,, on dey of