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WS-11-861Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 160481 Scheduled Inspection Date: June 09, 2011 Inspector: Bruhn, Norman Owner: DZWONKIEWICZ, KATHY Permit Number: WS -5 -11 -861 Job Address: 1343 NE 104 Street Miami Shores, FL Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1122320320010 Phone: (954)792 -4415 Building Department Comments INSTALLATION OF 7 IMPACT DOORS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 159720. No access. The home has a screen door which is locked with no bell. I knocked on the windows and honked the horn. No answer. June 08, 2011 For Inspections please call: (305)762 -4949 Page 9 of 17 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO. 1 /- 120 3,3.03)120/0 STATE OF f�..ORIDA. TY OF DADE I HEREBY C 1]FY a tine copy of the original filed IT *of STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 1111111 11111 11111 11111111111111111111 11111111 CFH 2011R031.0757 OR Bk 27685 Ps 4133; (1sso RECORDED 05/12/2011 10 :59:26 HARVEY RUVIW, CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE A020 THE UNDERSIGNED hereby gives notice that improvements will be made to 4w1-9nd end Otlfdal Suet �i property, and in accordance with Chapter 713, Florida Statutes, the following information WN' RK, 7�l Courts is provided in this Notice of Commencement. By D.C. �ton / Spacee�a /,, 1 /� 1. Legal description of property and street/address: Vz b )7 � dk Mo, ` 4 Yo-?2 • `�'7 l Ate 3 13'1'3 ,J 1011 ST • /01 /1 -1vVj Fc.. 33/3 7 • 2. Description of improvement: 11) /, JOOC4 S '5 Gft/ZfiT E I- ve reserved for use of recording office 3. Owner(s) name and address: kfh'N y D2a)ON i/ W /C-Z . /3(13 »E /Of/ ST. Interest in property: c ..l)/kief/ -- -• 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 min/ 5HoZESy ••33/38' 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 • other documen Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: may be served as provided by 8. In addition to himself, Owners designates the following person(s) t 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: receive a copy of the Uenor's Notice as provided in Section (the expiration date is 1 year from the date of record ing unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signa ur s) o Owner(s Owner(s)' A horized Officer/Director/Partner/Manager By 2/ By Print ame Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE //����jj The foregoing instrument was acknowledged before me this day of By kA'17!y DZ I.c. 0/..1 / Cz� / C 0 ❑ Individually, or ❑ as for rPf Personally known, or ❑ produced the following type of identificatio 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 TUAZ a -rev I\ 'to' Ft r l,ot trouts-kJ 33317 Signature .) of Owner(s wner(s)'s Aut wnau.St9ELLE�isf5 aaaAI OVIOH naw: c•• D 4, Comm* D00686857 Expires 6/18/2011 • -:.. Ina rized Officer /Director/Partner /Manager who sig aecYl t Florida Notary ' 1s aaaaaaan •sunr ass eawasaaamauaanous* 123.01 By nk( 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 Permft No.kiNS (1-66Q Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): kY D2 a V D /c - Address: /313 d e /0y Sr City: Min/ 5/t/9, State: FL Phone#: 8 i P 23C a' Zip: 3 3/3g Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: /3 ti 3 de loci `ST �/' City: Miami Shores County: Miami Dade Zip: 33/ 3 d Folio/Parcel #: / / 2 3 2 03,2- Q ®l Co 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 zip; 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone#: 954.792.4415 State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone#: 954.792.4415 X243 Email Address: Imartinez @fhaproducts.com DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Of 000 Square/Linear Footage of Work: Type of Work: DAddition ❑Alteratio�n7 /_ O $ New /,� epair/Replace ODemolition Description of Work: oe dam' 10 r fl d )/, t90604 ********* * * * ** * * * ****** *** * * * * * * *** **** Fees * * * * * * * * *** * ** * * * * * * *** * * * *** * **** * * * * * * * ** Submittal Fee $ Permit Fee $ / 7o 66 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1 Bonding Company' s Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. r Signature �% ' 0 Signatur C9�r�l<GtJ.L�` gna Own i r Agent The foregoing instrument was ac ,. t owledged before me this /0 The foregoing instrument was acknowledged before me this 10 day of --6- -' 20 L1_, by { Q2/,U0/WE , day of /0e411 , 20 // , by 40 Ary,Je T ,84;- who is personally kno ct,me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. Contractor NOTARY PUBLIC: Sign: Print: Aft nseuua.ns e i 00.4„ ttth„ ot$MO S.�aV.sr`hE • My Commission Expires: Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: My Commission Expires: Q Clerk • • • • • 1 • FLORIDA BUILDING CODE & ASCE 7 -05 DESIG _' S FOR COMPONENTS AND C ' '_ING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES Mean Roof Hel•ht DESIGN PRESSURES (PSF) - Zone 4 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 L 15 20 Tributary Area (Sq Ft) 40 45 50 a 15 20 Tributary Area (So Ft) 40 45 50 25 30 35 25 30 35 50.4 92 - 48.3 -47.6 47.1 - 46.6 -482 - 45.9 45.5 ' -59.8 -58.0 -56.7 -55.6 -54.8 -53.8 -53.1 -52.5 r0 -15 ft +48 !+452 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 % +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.8 18 ft 1.1 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 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 -53.2 +42.2 18 ft -52.4 -51.1 -50.2 49.5 48.9 - 48.4 48.0 ': 47.7 -47.3 18 ft -64.6 - 62.1 -60.3 -58.9 -57.8 -56.8 -55.9 -552 -54.5 +48.3 +47.0 +46.1 +45.4 +44,8 +44.3 +43.9 +43,8 +412 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 - 53.5 -522 51.3 -50.6 -50.0 49.5 49.1 48.7 48.4 - 66.1 -63.5 - 61.6 -60.2 -59.0 -58.1 -57.2 - 56.4 -55.8 20 ft .,.49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44.2 , 20 ft +49.4 +48.1 +47.1 +48.4 +45.8 +45.3 +44.9 +44.5 +44.2 -54.6 -53.3 -52.4 51.6 - 51.0 50.5 -50.1 49.7 49.4 - 67.4 -64.8 -62.9 -61.4 -60.2 -59.2 -58.4 -57.6 -56.9 ft +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 ft +50.4 +49.0 +48.1 +47.4 +48.8 +46.3 +45.8 +45.4 +45.1 -54.3 -53.3 -52.8 52.0 51.5 -51.0 -50.6 - 50.3 -68.7 -66.0 54.1 -62.6 -61.4 -60.3 -59.4 -58.7 -58.0 +51.3 .i +48. +47.6 +47.1 +46.7 +46.3 +45.9 24 ft +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +46.3 +45.9 • •56 -5 52.5 -52.3 -51.9 ' 51.5 51.1 -69.8 -67.1 -65.1 -63.6 -62.4 -61.4 - 60.4 -59.6 -58.9 „� Y50. +4%.4 •47.9 +47.5 +47.1 +46.7 28 ft +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47:5 +47.1 +46.7 • � MIL 53.7 -53.2 -52.7 -52.3 -51.9 -70.9 - 68.2 - 66.2 - 64.6 -63.4 - 62.3 -81.4' -60.6 -59.9 , 92 4148.7 +48.2 +47.8 +47.4 28 ft +53.0 +51.6 +50.6 +49.8 +492 +48,7 +48.2 +47.8 +47.4 • •53.9 -53.5 -53.1 -52.7 -72.0 -69.2 -67.1 -65.6 -64.3 -632 -62.3 -61.5 -60.7 • +5 +49.4 +48.9 +48.5 +48.1 30 ft +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 • 54.7 542 53.8 53.4 32 -73.0 - 70.1 -68.1 -68.5 -65.2 54.1 - 83.1 -62.3 -61.6 e e e : •F50.1 +49.6 +49.2 +48.8 ft +54.5 +53.1 +52.0 +51.3 +50.8 +50.1 +49.6 +49.2 +48.8 34 ft 9 T 5 • +55 - 55.4 +50.7 54.9 +50.2 54.5 +49.8 -54.1 +49.4 ft -73.9 +552 -71.0 +53.7 -68.9 +52.7 -67.3 +51.9 - 66.0 +51.3 -64.9 +50.7 -84.0 +50.2 -63.1 +49.8 -62.4 +49.4 -60 f5: . • - 56.1 55.6 55.1 -54.8 -74.8 -71.9 59.8 58.1 56,8 - 65.7 -64.7 53.9 53.1 36 '' +55.9. +53.3 +52.' +51.3 +50.8 +50.4 +50.0 ft +55,9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 ... 51.3 • -57.5 ' Zl 56.7 -582 55.8 -55.4 38 ft -75.7 -72.7 - 70.6 58.9 -67.6 56.5 55.5 54.8 53.8 +56.5 415G$ +53.1 +52.5 +51.9 +51.4 +51.0 +506 +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 •4 R -62.0 -6s0.. 59.4 -58 •5 . -57.3 - 56.8 56.4 -56.0 40 ft -76.5 -73.5 -71.3 -69.7 -68.3 -67.2 -66.2 -65.3 -64.5 +57.1 .145.6 144.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 ft - 62.6 Aft •60.0 -592 -58.5 -57.9 -57.4 -57.0 -56.6: 42 ft -77.3 -74.2 -72.1 -70.4 -69.0 -67.9 -66.9 -66.0 -65.2 +57.7 +562 +55.1 +54.3 +53.6 +53,0 +52.5 +52.1 +51.7 +57.7 +56.2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 ft - 63.2 - 61.7 -60.6 59.7 59.1 -58.5' 58.0 ..57.5 -57.1 44 ft -78.0 -75.0 -72.8 -71.1 59.7 -68.5 57.5 56.6 55.8 +58.3 +56.7 +55.7 +54.8 +54.1 +53.5 +53.0: -: +52.6 +522 +58.3 +56.7 +55.7 +54.8 +54.1 +53.5 +53.0 +52.6 +52.2 48 ft -63.8 -62.3 -61.2 -60.3 59.6 -59.0 -58.5 -58.1 -57.7 48 ft -78.8 -75.7 -73.5 -71.8 -70.4 - 692 -68.2 57.3 -66.5 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 +58.8 +57.3 +562 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 ft -64.4 -82,8 51.7 -60.8 -60.1 - 59.6 59.0 - 58.6 -582 48 5 -79.5 -76.3 -74.1 -72.4 -71.0 - 69.8 -68.8 -67.9 -67.1 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.8 +53.1 +59.4 +57.8 +58.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 50 ft -64.9 -63.4 -822 -61.4 -60.7 -60.1; -59.5 -59.1 -58.7 50 ft -802 -77.0 -74.8 -73.0 -71.6 -70.4 -89.4 -88.5 57.6 +59.9 +58.3 +57.2 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 +59.9 +58.3 +57.2 +56.3 +55.6 +55.0 +54.5 +54.0 +53.8 - 65.5 -63.9 -62.8 -61.9 -612 -60.6 -60.0 59.6 59.2 -80.8 -77.6 -75.4 -73.6 -722 -71.0 59.9 59.0 58.2 52 ft +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 52 ft +60.4 +58.8 +57.6 +58.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 ft -66.0 - 64.4 +60.8 +59.2 - 83.3 +58.1 -62.4 +57.2 51.7 +56.5 51.0 +55.9 50.5 +55.4 -60.1 +54.9 -59.6 +54.5 54 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 -69.8 +54.9 -68.7 +54.5 56 ft -68.5 -64.9 53.7 -62.9 -82.1 -61.5 51.0 -60.5 -60.1 58 ft -82.1 -78.9 -76.8 -74.8 -73.3 -72.1 -71.0 -70.1 59.3 +61.3 +59.7 +58.5 +57.7 +58.9 +56.3 +55.8 +55.3 +54.9 +61.3 +59.7 +58.5 +57.7 +58.9 +56.3 +55.8 +55.3 +54.9 60 ft 57.5 -65.8 54.7 -63.8 -63.0 -62.4 -61.9 51.4 -61.0 ft - 83.3 -80.0 -77.7 -75.9 -74.4 -732 -72.1 -71.1 -70.3 +62.2 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 +622 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 z (n 8 m REMARKS INIT ISSUE DRWN CL CHKD FLB DATE 04/19/06 REVISE FOR 07 FBC TSB FLB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.6. **ALTERATIONS, ADD010NS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60'1 BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER- DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES 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 1 =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. a a I. T 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 `1 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 89885 RIC MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address:1343 NE 104 ST MIAMI SHORES FL 33138 (Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW 3LR FL13039.7 75.0 100.0 465 50.4 73 x 371/4 NO NO YES 2 WINDOW 2LR FL13039.5 80.0 140.0 36 x 25 4. 4, 4, 3 4, 4, 4, 126.1 4. 4, 73 x 491/2 4, 4. 4, 4 NI, 4, 4, 140.0 4, 4, 36 x 371/4 4, 4, 4. • 5 . . •..y: 4. 4, 4, 4, 4. 4, 4, 4, 4, _ . • •• • • • y y 126.1 4, 62.2 73 x 491/2 y -.- .I• 4, - - -••• • • 7 • • • • WINDOW 3LR.:..: • FL13039.7 75.0 100.0 4, 4. 110 x 371/4 4, 4, 4, • 40 • . • •4•••• •0 • . • • • 0000 • • • • •..• _ • •0.000 • ■ • • ••0 0 •----- 000• • • • • - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • rIIw ratrr7M)r pAcas,o- E=4-414k.,i4.1 tainLiminanurtini: , 111 • =No *A:41/ ,Iparvit iimatampr,4 w. MS C r Isimmiassun FloridaaBirilding Code Online http : / /www.floridabuilding,org/pr /pr app_dtl.aspx?paranrwGEVX... BC6 Home ! Login i User Regfst atbn 1 Hot Topic Submit Surcharge 1 Stets & Facts 1 PubYcatbns • FBC Staff ; Bus Ste Map mmum. Affairs 1 of 3 Product Approval u$ R: Public User i > Product or Apukatmn Search > Amterjemkg > Appeattbn DeteN FL # Application Type Code Version Application Status Comments Archived Product Manufacturer PGT Industries Address /Phone /Email Authorized Signature 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustrles.com Robert Clark bclark @pgti ndustries.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 bd ark@pgti nd ustrles.com Units i Search Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer e. 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 (cf S•tll '$da$,d): • • •• • Year • • • • • • • •A wr tA/CSA 101/I.S /A440 2005 •a • •• ••• •• • AVIV 686 2005 ASTM E 1886 2002 ASTM E 1996 2002 ••• ••• ••• ••• ASTM Iii1996, 2005 • • • • • • TAS:01• • • 1994 • • • • • • • • • • •• •• ••TXS28 • • 1994 • • TAS 2 • 1994 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• . • . • • 0 •• • • 2/15/2011 2:33 PM Florida,BuildingCode Online 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method bate Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products bnp:// www .floridabuilding.org/pr /pr_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 Horzontal 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: +601 -65 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) Installation Instructions FL13039 RO U 08- 00838.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by independent Third Party: Yes Evaluation Reports FL13039 RO AE 511381.odf FL13039 RO AE NOA 05- 1208.02 Dupont PVB.pdf Created by Independent Third Party: Yes 13039.2 2LT 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.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL130.39 RO AE 511382.od1; FL13039 RO AE NOA 05- 1208.02 Dupont PVB.pdf Created by Independent Third Party: Yes 13039.3 2LT HR2710MI PVC Horizontal Roller 2LT.HR2710MI PVC Horizontal Roller 74 1/4" x 63 1/4" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/ -80 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) Installation instructions FL1309 RO II 08- 00840..pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports ?L13039 RO AE 511383.pdf FL13039 RO AE NOA 05- 1208.02 Dupont PVB odf F1,13039 RO AE NOA 07- 1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes 13039.4 2LT HR2710MI PVC Horizontal Roller 2LT HR271OMI PVC Horizontal Roller 74 1/4" x 76" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/ -80 • • • • • Other: Rigid PVC From L.B. Plastics AAIIA Cerilfteji : (LBP-1) • • • • • •• ••• •• • • • Installation Instructions FL13039 RO II 08- 00841.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports • 11113039 RQ AE 511384.pdf FL13039 RO AE NOA 07- 1116.04 Dupont SGP.odf Created by independent Third Party: Yes • • • •• 2LTHR2810MI Horizontal Roller 2LT 11R2810MI Horizontal Roller 74 1/4" x 63 1/4" Use ••• ••• ••• Approved for use in H14HZ: 4s • Approved for use outspe H1 Z: «es • Impact Resistant Yes • • • • • • • • • Installation Instructions • • • 81.13039 RO II 08-00842.pdf • • • • • • teri ed By: Luis Roberto Lomas, P.E. 62514 • • • greeted by Independent Third Party: Yes • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• • •• •• • • • •• •• • • • ••• • • 2/15/2011 2:33 PM Florida Biiilding Code Online 3 of 3 http: / /www.fioridabuilding.org/pr /pr app dtl.aspx?param— wGEVX... Design Pressure: +70/-100 Other: Refer To Installation Instructions For Smaller Sizes Design Pressure Ratings. Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) Evaluation Reports FL13039 RO AE 511385.pdf FLt3039 RO AE NO8 07-1116,04 Dupont SGP.odf Created by Independent Third Party: Yes 13039.6 3LT HR271OMI 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 Resistants 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 F113039 RO AE 511386 pdf FL13039 RO AE NOA 05- 12Q8,02 DuPont PVB.pdf F143039 RO AE NOA 07-1116.04 Dupont SGP.odf 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 0 AE 511387.oQf FL13039 RO AE NOA 07- 1116.04 Dupont SGP calf Created by Independent Third Party: Yes Deportment of Commonly AMISS Florida Seating Code Online Codes and Startoiards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 ® 2000 -2010 The State of florlda. At rlghtt reserved. P act'. Statefnent if= I AI Statemdit 1 giatirlAglarit0 1 Customer service Sett 1 Cerdact us Product Approval Aoceptsr uritt ^.V s a7;ii S Credr A •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• •.• •:• ••• ••• • • • • • • • • • • • • • 0 • •• i 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 fisted herein complies with Requirements of the Florida Building Code including the HVHZ Supporting Technical Documentation: 1. Approval document: drawing number 08-00842, tftled 2LT HR2810MI PVC Horizontal Roller Window, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test Report No. NCTL 210 - 3638 -1, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, +70.0/- 100.0psf design pressure, 12psf water infiltration TAS 203 -94 Cyclic Pressure Loading, +80.0 /- 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 101/1.5.2/ 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 D, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, +80.0 /- 140.0psf design pressure 4. Anchor calculations, report number 511385 -1, prepared, signed and sealed by Luis Roberto Lomas P.E. 5. Comparative analysis, report number 511385 -2, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: +70.0 /-100.0psf (See charts in approval document for smaller units ratings) • Maximum overall size: 74 IA" x 63 "/4" • Maximum D.L.Q.: 31 3/a" x 54 % <" • Units may be glazed with: o 7/8" IGU consisting of outboard laminated lite consisting of: 1/8" HS — 0.090" Sentry GlasPtus —118" HS — Air — inboard lite 1/8' Temp, or o 5/16" monolithic laminated glass consisting of: 1/8" HS — 0.090' Sentry GlasPius —118' 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 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 -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). •• ••• • • • • . k‘l sf ' 1: N',-'•i��i • /I •• •. ..... •, EIV *- lip '.,., • 47.7.•,*? 51 • * . ••• ••• ••• ••- • 1 • • • • • • 1 1011 • • • • • • • t• • 44; 0 RA ti‘c.;ss ••• • • • • ••• • • •• • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Luis R. Lomas, P.E. FL No.: 62514 09/09/2009 • • • ••• • • • ••• •• • • • • • • •••1 • • • .i► • •• • •• a•• a•• 1•• • •• • • • •• 74.25" MAX. UNIT WIDTH 10" MAX. 0 -C. 63.25" MAX. UNIT HEIGHT 59.25" PANEL HEIGHT •••• • • •••• •DES1GNPRESSUFtERATING JMP.4CTRA17NO IF • • • * 70.0 PSF - 100.0 PSF LARGE AND SMALL MISSILE IMPACT Maxmram design pressure c aat4 Mart 2E1' HS 280RS PVC Ho 1 ox& Siding Window Height lN1 111 11 _112/1141 ILLIE b11117 ""T;1L1111i (.d7 ®i.37 604 i 4j 4 .1111 MIL IQL1110:0.,..11 Rai KM Ella LIZ IM37E,. MM ISM EMI R -- '2) I2JLG3. Q 7 C J i 1. >I:i]Is.EJI ^f..Eli I UI 11 L7 r i EII JIfLE KU11I 7 IiE1IL?3711i L tSima.o. ii LIMO LJI UIMI1E 1 S .O IGIIIMERELEIVall Sumba/ atancharapar Dwraanekorsd • *In load sor 7WC SNe ,. aa1 and 'TT 151131 E:'b;I.i '7 11111WAMIR OM" AI EOM IZEM=IIEL•c=11111a11=111LailEMILLIMIS=11 IlF 7I511111111i1111 aaa 11 E1E11101I Ei11CM amp ©Ilw.--•.11111111EU ©AI IIIEMILINILEWM .<13',..M111.014110111111.20 11;IilrlIN RIMI 11110 M ' K7 iaxdl illiONiilii11 1111311 It 42 :) 7111111r3iIIllNI moll llllllF INI IMIO ■QI �MEDOMI OQQ REASONS REV DESpAPFaN1 DATE APPROVED NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE INCLUDING THE IiVHZ 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 15 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 3/16" 1TW TAPCO TH 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 C ..0.42 8. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY -- STRENGTH CONFORMANCE TO ASTM C -90, GRADE N, TYPE 1 (OR GREATER). D. METAL FRAMING — 16GA (.060) MINIMUM THICKNESS 12) ALLOWABLE STRESS INCREASE OF i/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 1 ELEVATION AND GENERAL NOTES 2LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" ELEVATION AND NOTES 2 — 4 INSTALLATION DETAILS DRAM: R.L. I own NO. 08 -00842 r-v 5 COMPONENTS AND GLAZING DETAILS SALE NTS 1 DATE 09/02/09 !SHEET 1 OF 5 2.50° MIN. r EDGE DISTANCE 1.25° MIN. EMS. CONCRETE/ MASONRY BY OTHERS • • • • • • g :3UCK PT • •• •• • • •• •• • •• • • ••• • • • • • EXTERIOR • • ••• .25" MAX. SHIM SPACE RIGID FILLER 3/16" TAPCON INTERIOR ••• •••• 1X BUCK PT 1.25° MIN. EMB. f 2.50° MIN. EDGE INTERIOR 3/16° TAPCON RIGID FU I FR 25° MAX. SHIM SPACE CONCRETE/ MASONRY BY OTHERS PERIMETER SEAL BY OTHERS - `.�',- 1 318° REVISIONS REV DESCRIPTION 1 DATE I APPROVED MIN. EMB. METAL STUD 16GA MIN BY OTHERS .25" MAX. ,_f SHIM SPACE EXTERIOR RIGID FILLER #10 WOOD SCREW INTERIOR HEAD & JAMB WOOD FRAMING OR 2X BUGKFLANGE INSTALLATION HEAD SHO IA JAMBSSIMRAR EXTERIOR INTERIOR WOOD FRAMING OR 2X BUCK BY OTHERS PERIMETER SEAL BY OTHERS SILL WOOD FRAMING OR PX OUCH FLANGE INSTALLATION #10 WOOD SCREW RIGID FILLER .25" MAX. i SHIM SPACE i 1 3/8" MIN. EMB. } #10 TEK SCREW EXTERIOR INTERIOR HEAD & JAMB METAL PRAWNS FLANGE &USTALLA7ION HEAD SHOWN JAMBS SAMAR EXTERIOR - . INTERIOR Mil _ is NIA #10 TEK SCREW RIGID FILLER METAL FRAMING 16GA MIN BY OTHERS SILL METAL FRAMING FLANGE INSTALLATION .25" MAX. SHIM SPACE PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 2LT HR281OMI PVC HORIZONTAL ROLLER WINDOW 74 1/4° x 83 1/4" FLANGE INSTALLATION DETAILS DRAWN. I DNO NO. R.L 08-00842 SCALE NTS IMM 09/02/09 19"19u2 OF 5 REV 2.50" MIN. rEDGE DISTANCE • 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS • • • •'s- ■UCK PT • • •••r•• • • • ••w•• •w•• • • • • EXTfM,7 Z��r •'III • • :••INTERIOR • .25° MAX. _} SHIM SPACE RIGID FILLER 3/16" TAPCON • • •PW*„RDa JAMB • • • CONORETWAOMMFW FIN INSTALLA7K N • • • • HEAD • SHOt�rtt JAMBS SNMLLAR ALI ••• • • • ••• ••• • 1VIV �rr 0 LT�I 1X BUCK PT ,, 6iRlrii 10711414wl —11111 EXTERIb@• 1.25" MIN. EMB. INTERIOR 3/16" TAPCON RIGID FILLER .25" MAX. I SHIM SPACE 2.50" MIN. EDGE DISTANCE 4 SILL CONCRETE4SOAWYFNAYSTALLA77ON WOOD FRAMING OR 2X BUCK BY OTHERS SHEATING BY OTHERS EXTERIOR EXTERIOR 1.38" MIN. EMB. .25° MAX. _,} SHIM SPACE RIGID FILLER 410 WOOD SCREW INTERIOR &JAMB WOOD FRAMING OR 2X BUCK RN INSTALLATION HEAD SHOWN, JAMBS SIMILAR INTERIOR 410 WOOD SCREW RIGID FILLER DNS DESCIiIPTIO t APPROVED METAL STUD 16GA MIN 8Y OTHERS .25" MAX. 1 SHIM SPACE RIGID FILLER 410 TEK SCREW HEAD & JAMB METAL FRAMING FIN INSTALLATION HEAD SHOWN, JAMBS SIMrLAR 410 TEK SCREW RIGID FILLER .25" MAX. r SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS SHEATING CONCRETE / BY OTHERS MASONRY BY OTHERS 1.38° MIN. EMB. SILL WOOD FRAMING OR 2X SLICK FIN INSTALLA77ON .25" MAX. }� SHIM SPACE METAL FRAMING 16GA MIN BY OTHERS SILL. METAL FAAMMNG FAYINSTALLA77ON PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 217 HR281OMI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" FIN INSTALLATION DETAILS R.L. I OWO NO. 08 -00842 scaLE NTS 09/02/09 OF 5 ob 144771.2llsonFil • • • • •• •• • • • •• • 4 3.06" 4.455" *\ •.• • ••• .33" •• 2. 96" •••I 1.13 -: I?J 1.56" •••• 5" • • • . • .4daD & JAM> §0i) » (83 • V1PSi2 PVC.Oi'CK: 1.83" --� .224" • I• •• •• • • • • •••• : • • OUTER INTERLOCK RAIL (8307) VINYL PVC .07" MICK INNER IN W# CK RAIL (8308) VINY1. PVC .07°THICK .313" .125° HS .125" HS .090" SENTRY .090" SENTRY GLASPLUS GLASPLUS .125" HS .125" 14S .224" 3.06" 4.455" 1.83" SILL (8303) VINYL PVC .075" THICK 1.276" 2.2" 1.476" .83" SIKAFLEX 552 SIKAFLEX 552 GLASS TYPEA GLASS TYPE B .224" 1.295" 1.27" r_ .345" HS INSERT INC-RW-PR 118) 8063 -T5 ALUMINUM .065" THICK 1.5° -- 2.2° 1.476" T................ KM.11 1.92" 2.55" 1.395" f� REVISIONS REV ESCRIP1ION IDATE APPROVED VER77CAL STIFFENER (NC- RW- PRi112) ALLM/NMO1163- 75.06" THICK 1.476" _J. HORIZONTAL SASH (83051 VERTICAL SASH (8306) VINYL PVC.07' THICK VINYL PVC .07'THICK 1 -+x.78 °�+- .8" STIFFENER (S7100713) 160A GALVANIZED STEEL. I- 1 .828" °U " 5/16" PLAIN BEAD (8321) VINYL PVC .Or THICK 1.052- .265" U .98� 7/8" LIFT BEAD (8324) VINYL PVC .05` THICK SASH INSERT (NC -RW-PR -117) 6063- T5A1.11MINUM.085" THICK 1.69 "_1 r-- .14" SILL TRACK ALUMINUM MATS THICK FIN ADAPTER VINYL PVC .002" THICK .827" .788" 1:--- .985" 5/16" LIFT BEAD (8320) VINYL PVC .Or THICK 7/8" PLAIN BEAD (8325) VINYL PVC .05" THICK • 1.279" I 15° RIGID FILLER VINYL PVC .15" THICK I .797° .15" RIGID FILLER VINYL PVC.16" WICK PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR2810MM PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" COMPONENTS AND GLAZING DETAILS DRAWI R.L 1 rnro NO. 08 -00842 .SCALE NTS I DATE 09/02/09 1 sHEEr5 OF 5 Iif Florida Building Code Online 1 of 3 http: / /vvww.flaridabuilding.org/pr /pr app dtl.aspx?parar=wGEVX... RCS Home i Log to j User Registration i Hot Topics I Submt Surcharge Stets & Facts Puf atbns ' FOC Staff : SCLS Ste Map links 1 Search Product Approval USER: Public User Product Aocroval menu > Product. or Aook:Woo Search > Aoolkatmn tut > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone /Email Authorized Signature Technical Representative Address/Phone /Email Quality Assurance Representative Address/Phone /Email Category Subcategory Compliance Method PGT Industries 1070 Technology Drive Nokomis, FL 34275 (941) 486 -0100 Ext 22318 druark pgtindustries.com Robert Clark bdark @pgtindustries.com Robert Clark 1070 Technology Dr. Venice, FL 34275 (941) 480 -1600 Ext 21106 bdark@ogtindustries.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 RD COI 511381.gdf Referenced Starwiard and hear (elf Sitanderd) : • • • Year • • •• • • • • • • • • • • AAMA/WDMA /CSA 101/I.S/A440 2005 • •• ••• •• • • • •• ASTM E 1886 2005 ASTM E 1886 2002 ASTM E 1996 2002 ••• ••• ••• ••• • AIM E 1996 • • • • • • 2005 • • • • • • • .:"A4 201 1994 • • • • •• • • • •• • • • • • • • • • •i.448 202 1994 • • • • TAS 203 1994 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • ••• • • 2/15/2011 2:08 PM Florida wilding Code Online 2of3 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 Ittp://wwwiloridabuilding.org/pr/pr_app_dthaspx?paran:FwGEVX... Method 1 Option D 09/09/2009 09/10/2009 09/21/2009 10/13/2009 FL # Nadel, 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 LB. Plastics AAMA Certified (LBP -1) Installation Instructions EL13039 RO II 08-00838.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511381.0df FL13039 RO AE NOA 05- 1208.02 Dupont PVB.pdf Created by Independent Third Party: Yes 13039.2 2LT HR2710M PVC Horizontal Roller 2LT HR2710M PVC Horizontal Roller 74 1/4" x 63 1/4" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +60/ -65 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) Installation Instructions FL13039 RO II 08-00839.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511382.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 HR271OMI PVC Horizontal Roller 74 1/4" x 63 1/4" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/ -80 Other: Rigid PVC From LB. Plastics AAMA Certified (LBP -1) Installation Instructions FL13039 RO Ii 08- 00840.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511383.odf FL13039 RO AE NOA 05-1208.02 Dupont PVB.Pdf FL13039 RO AE NOA 07- 1116.04 Dupont SGP.odf Created by Independent Third Party: Yes 13039.4 2LT HR2710MI PVC Horizontal Roller 2LT HR2710MI PVC Horizontal Roller 74 1/4" x 76" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressur y +64480, • • • • • • Other: Rigid PWC From 41B.40Plcsti:: PrM, cp rtred (LBP -1) • • • • • •• • • •• • • • •• Installation Instructions FL13039 RO II 08- 00841.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511384.pdf FL13039 RO AF NOA 07- 1116.04 DuPont SGP.odf Created by Independent Third Party: Yes 2LT HR2810MI Horizontal 13039.5 Roller 2LT HR2810MI Horizontal Roller 74 1/4" x 63 1/4" Limits ofWhi• ••• ••• ••• Approved foe use Tn in • Approved foNisehtslide t HZ:r sts • Impact Resistants• es • • • • • • •• • ••• • • • • • • • • • • Installation Instructions FL13039 RO II 08- 00842.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes • • • • • • • • • • • • •• •• • • • • ••• • • ••• ••• • • • • • • • • • • • • • •• •• ••• • • 2/15/2011 2:08 PM Florida Building Code Online 3 01'3 http:// www .floridabuilding.org/pr /pr_app dtLaspx ?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 F113039 RO AE 511385.pdf FL13039 RO AE NOA 07- 1116.04 Dupont SGP.odf Created by Independent Third Party: Yes 13039.6 J 3LT HR2710M Horizontal Roller 3LT HR2714MI 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.odt FL13039 RO AE NOA 05- 1208.02 Dupont PVB.pdf FL13039 RO AE NOA 07- 1116.04 Dupont SGP.odf Created by Independent Third Party: Yes 13039.7 3LT HR2810MI PVC Horizontal Roller 3LT HR2814MI 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 F113039 RO 11 08- 00844.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports F113039 RO AE 511387.odf FL13039 RO AE NOA 07- 1116.04 Dupont SGP.odf Created by Independent Third Party: Yes ICI fl Department at Tararsimisty /Wham Markle 8alldlag Code Online Codas and Standards 2555 Shuman; Oak Boulevard Tallahassee, Fiortda 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 g} 2000 -2010 Tim State of Florida. Al rights reserved. PrPraev Statement 1 CSOltdOhtitatgMent 1 A:xessl Stv Statamai* 1 P{uo-ii Software I - stomar Servke Su»yev I e enact Sa Product Approval Accepts •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• ••• • • • • •• • • ••• ••• • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • • •• ••• • • • • • ••• • • arcurity t 1i' is.: credgrA 2/15/2011 2:08 PM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville, NC 27012 Report No.: 511387 336 -945 -9695 Manufacturer: PGT Industries 1070 Technology Drive Nokomis, FL 34275 Product Line: 3LT HR2810MI PVC Horizontal Roller Window Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein compiles with Requirements of the Florida Building Code including the HVHZ. Supporting Technical Documentation; 1. Approval document drawing number 08-00844, titled 3LT HR2810MI PVC Horizontal Roller Window, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test Report No. NCTL 210- 3641 -3, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, +75.01- 100.0psf design pressure; l2psf water infiltration TAS 203 -94 Cyclic Pressure Loading, +75.0 /-100.0psf design pressure 3. Test Report No. NCTL 210 - 3641 -3A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL AAMA/WDMA/CSA 101/1.5.2/ A440-05 Design pressure: +75.0 /- 100.Opsf Water penetration resistance: 12psf ASTM E 1886 - 02/-05 and ASTM E1996 -02/ -05 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, +75.0/- 100.0psf design pressure 4. Anchor calculations, report number 511387 -1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: • Maximum overall size: • Maximum Active sash size: • Maximum Active sash D.L.O.: • Maximum Fixed sash size: • Maximum Fixed sash D.L.O • 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 118' Temp O 5/16" monolithic laminated glass consisting of 1/8" HS — 0.090" Sentry GlasPlus — 1/8" HS • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be extruded white rigid PVC .075" thick. • Sash material to be extruded white rigid PVC .070" thick. +75.0 /-100.Opsf 130" x 63" 36 1/4" x 59 9/16" 32 3/8 "x54 1/4" 57 7/8" x 59 3/8" 511/4 "x541/4" Installation: • Units must be installed in accordance with approval document, 08 -00844 Certification of Independence: Please note that 1 don't have nor will acquire a financial Interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 • • •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• ••• ••• ••• ••• • • • • • 0.4 • • • • • • • • • • • • .• • • •• • • •• •• •• •• • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • .0 oiltitiiiii sJ 'fi'+•,��t E N S't` , .r Z *, r s 51 .it .. D , TAT F •141.. .:17,14,1Y4 9 R. eqs51/4\41cte -1/11ift 110 'i • Lots R. Lomas, P.E. FL No.: 62514 09109/2009 • ••• • •• • • •• • • • i • •• • •• • • •• • • • •• • • 2 5/8" MIN. EDGE DIST. 1 1/4° MIN. EMBEDMENT rMASONRY /CONCRETE BY OTHERS 11/4° MAX. SHIM } APPROVED SEALANT • • BY 004144' • • r •• •• •• •••• • • • 'EXTER • • • •• • 1 3/8" MIN. EMBEDMENT 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 1/4" MAX. RIGID FILLER SHIM 3/16" ITW TAPCON INTERIOR IX DUCK AM ,*J* Y CASTE MlIaltridIAIS SAM AR • • •' !'RIQFI .••• • • •••• 1I ••• INTERIOR ��t1.1L 1nk BY OTHERS APPROVED SEALANT ----soNIIIMIER WI. �i =71F!I it 1/4° MAX. SHIM 1 1/4" M. EMBEDMENT 4 SILL INSTALLATION DETAIL 1X BUCKMASONRY /AONCRFTE 3/16" tTW TAPCON RIGID FILLER 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED APPROVED SEALANT BY OTHERS Er. 1f' !t EXTERIOR 11M l INTERIOR REVISIONS REV DESCIOPFION OAIE APPROVED 2X BUCK /WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED RIGID FILLER #10 WOOD SCREW HEAD INSTALLATION DETAIL EX BUCK/WOOD IAA MI N G HEAD SHOWNJAMB IBSIMILAR EXTERIOR 11 y INTERIOR I'1 I APPROVED SEALANT BY OTHERS 8° MIN. 4 1/4° MAX. SHIM #IO WOOD SCREW RIGID FILLER 1 3/8" MIN. EMBEDMENT 2X BUCK /WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED SILL INSTALLATION DETAIL MIDGE/WOOD FRAMING 3— THREAD PITCHES BEHOND SUBSTRATE MIN. PENETRATION APPROVED SEALANT BY OTHERS - EXTERIOR I INTERIOR 16GA MIN. STEEL STUD RIGID FILLER 1/4° MAX. J SHIM #10 TEK SCREW HEAD INSTALLATION DETAIL ISGA. METAL FRAMING HEAD SHOWN JAMB IS SIMILAR EXTERIOR APPROVED SEALANT SY OTHERS 3— THREAD PITCHES BEHOND SUBSTRATE MIN. PENETRATION INTERIOR SILL INSTALLATION DETAIL 18GA. METAL FRAMING #10 TEK SCREW RIGID FILLER I 1/4° MAX. SHIM 16GA. MIN. STEEL STUD PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 3LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 130" x 63" BOX FRAME INSTALLATION DETAILS comet TJH I ma NO. 08 -00844 NTS PATE 09/02/09 12 OF 4 It • T OF 1 1/4° MIN. L� 2 5/6" MIN. I EDGE DIST. 4 4 fMASONRY /CONCRETE BY OTHERS EMBEDMENT 4 .4 t 1/4° MAX. SHIM APPROVED SEALANT BY OTHERS •••• • • •• •• • 1 • • • • • • •• • • •• •••• • �l • ••R • AM s•• • • • ' HEAD tNST.$L'L'AYION DETAIL •• •• • • •• ••• • 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 1/4° MAX. RIGID FILLER SHIM APPROVED SEALANT BY OTHERS 1 MIN EMBED BEOMENT,� 3/8j.." . I� -•i r - r rte! III 3/16" ITW TAPCON INTERIOR • • • • HEAD S teerA s IMS ILAR ERIO�' • • • INTERIOR 110 O ••• •••• • • •••• APPROVED SEALANT 8Y OTHERS 1/4" MAX. } SHIM 1 1/4° MIN. EMBEDMENT 3/16" ITW TAPCON RIGID FILLER 1X BUCK BY OTHERS, 1X BUCK TO BE 1/4° MAX. PROPERLY SECURED SHIM APPROVED SEALANT BY OTHERS 111111 EXTERIOR )I INTERIOR HEAD INSTALLATION DETAIL 2X BUCKIWOOD FRAMING HEADSHOWN JAMB R9 SIMILAR REVIstoNS DESCRIPTION DATE I APPROVED 2X BUCK/W000 FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED RIGID FILLER #10 WOOD SCREW EXTERIOR I !N M INTERIOR I Lt 2 5/8" MIN. EDGE DIST. SILL INSTALLATION DETAIL IX BUCK MASONRY /CONCRFWE 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED #10 WOOD SCREW RIGID FILLER } 1 3/8" MIN. EMBEDMENT SILL INSTALLATION DETAIL 2XBUGfNYOOD FRAMING 3— THREAD PITCHES BEHOND SUBSTRATE MIN. PENETRATIO APPROVED SEALANT BY OTHERS 16GA. MIN. STEEL STUD RIGID FILLER EXTERIOR I . M„„ I INTERIOR 1/4° MAX. J SHIM #10 TEK SCREW HEAD INSTALLATION DETAIL 16a4. METAL FRAMW CI HEAD SHOWN JAMB IS SIMILAR EXTERIOR % !. M 1 INTERIOR APPROVED SEALANT BY OTHERS 3— THREAD PITCHES BEHOND SUBSTRATE MIN. PENETRATION SILL INSTALLATION DETAIL net METAL FRAMING #1D TEK SCREW RIGID FILLER } 1/4" MAX. SHIM 16GA. MIN. STEEL STUD PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 3LT HR2810MI PVC HORIZONTAL ROLLER WINDOW 130" x 63" FLANGE FRAME INSTALLATION DETAILS ORM* • TJH IMO ND. 08 -00844 sr"ie NTS PATE 09/02/09 I sfiEer 3 OF 4 j REY 4- 1 s I--4 29/64" 1 3 1/16° • • • • • •• • •• • • • • •• •• • •• • •••• • • ••• • • • • i 2 13/6/14 • • READ &.N4Af1awl) eVINYLPVC 75"TH K • • • 1 53/64" • • • • f 1/2" • •• • • •••• • • 2 13/64" 10 *RABE •••p•• • SILL (8303) WYK. PVC .075" THICK 1 19/64" HS INSERT (NC -RW -PR -118) 4- 15ALUANIUd MS' THICK ••• • • •• • s • • • INNER IMINNLOCK RAIL! (8308) • , .arTHICIt 1/6" HS .090" SGP BY DUPONT 1/8° HS EXTERIOR SIKAFLEX 552 OUTER INTERLOCK RAIL (8307) VINYL PVC.arTHICK 1 11/16" �r- 9/64" 25/64" SILL TRACK ALUMINUM 606345 .08"THICK 7/8" 1/6" TEMP GLASS TYPEA [•—•235/64 "-1 17/64" f f fl 2 25/64" 1 2 3/16 1 15/32" 1 1 59/ VERTICAL STIFFENER (NC -RW-PR -113) ALUMINUM 6663- TS.06"THICK 1/2° sx r_t 1 3/64" 64" 51/64" STIFFENER (ST1007B) 16GA GALVANIZED STEEL 63/64" 53/64" 1 15/32" 6/16° PLAIN BEAD (8321) VMA2 PV0.08"THICK HORIZONTAL SASH (8305) VERTICAL SASH (8306) VINYL PVC .0rmicK VINYL PVC .07'MCP( 1/8" HS rl 51/64" 5/32° J RIGID FILLER VINYL PVC .15"THICK 5/16" .090" SGP BY DUPONT 1/8" HS WTERRA 11 GLASS TYPE B 25/32° I 1 'up 13/32- SASH INSERT�� (NC -RW-PR -117) 606346 S AL UMW UM .083" THAW 1 1 1 39/84" 63/64" y .,, 5/16" LIFT BEAD (8320) VINYL PVC .08°?NICK 1 3/64° 1 9/32" 63/64" t" 7/1311FT BEAD (8324) RIGID FILLER WNW. PVC .36" TRICK VINYL PVC .15' T RICK r_ 17/64" 63/64" 10� TIFF L4!N BEAD (8325) VINYL PVC.08'THICK PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 3LT HR2810MI PVC HORIZONTAL ROLLER WINDOW Z.:** 0 1 • * =. _ 130" x 63" v:„* ,k COMPONENTS AND GLAZING DETAILS ^ +4D , TAT OF REV ° �?'• •ORWIr.ks' ` We. ua NTS 1 acre — ,1i/ •.,, •. 0N 09/02/09 1r4 OF 4