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WS-11-902
A Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 159910 Scheduled Inspection Date: June 07, 2011 Inspector: Bruhn, Norman Owner: CRANE, CHRISTOPHER Job Address: 251 NE 105 Street Miami Shores, FL Permit Number: WS -5 -11 -902 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1122310130630 Phone: (954)792-4415 Building Department Comments REPLACE 5 IMPACT WINDOWS Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments C'C-- June 06, 2011 For Inspections please call: (305)762 -4949 Page 6 of 11 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF RRST INSPECTION PERMIT NO. � 11 ` °t'TAXFOLIO NO. f /-cZ3/ -O�30630 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. 111111111111111111111111111111111111111111111 CFN 2011R0338066 OR Bk 27698 Ps 0636; (fps) RECORDED 05/24/2011 10:59:29 HARVEY RUVIN, CLERK. OF COURT MIAMI —DADE COUNTY? FLORIDA LAST PAGE ATE OF FLORIDA, COUNTY OF DADE EREBY CERTIFY that this >s� ;� copy °f � � Nod is this oboe on _�____ —�—/ A D 2O_L- --- -- TNESS my hared ' Official Sea. RVEY RUVIN, CLER of CANNY Cowls %' D.C. _ AC Space above reserved for use of recording office 1. LegElkd�ripti ofprope r an street/address: / l ��oc�� /7 ' L / °L s7 o Al/ / 2.-of- improvement:-; /N_0Du3 S 3. Owner(s) name and address: C i17L/5(7.%f'H C/2,97JC. ,2 S7 NC /VC- 5/ Interest in property: 2-C.4) / /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 whoes or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the fo ng person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) O er : o r(s)' Authorized Officer/Director/Partner /Manager By By Print Name CHN5/7"/9/ree Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this /-' day of By CI!/N S/U » //— C/- ❑ Individually, or ❑ as for lAMd Tot1 40'v0 5--) .3DA•I• Ft V t 9cD 33sFZ_- 1 P-ersonally known, or ❑ produced the following type of identifica'•n: Signature of Notary Public: lam 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. Signature(s) of BY er(s)'s Authorized Officer/Director /Partner/Manager who signed above: By 123-01.84 PAGE 3 11/07 ■..aoag ::: a,,,,„, mane! ean L) E kes Bf16f2011 yam's Florida RotaY trc m...1.ngncaas52nn¢lns3u svme nn99neawm .61).1 U - 1 N1 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 MAY 1 7 2011 Permit No. )5 11 C'o`d Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder):CH4 /S7 PJ �' CRtinit Phone#: 30c° 3 S1I Address: NE- /OS ST City: /Y7 / / State: ft— zip:-.33/ 3 ey Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: A/C-:: /0 5— ST City: Miami Shores County: Folio/Parcel #: // 2 3 / -0/3 - 06 ' Miami Dade Zip: 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 Qualifier Name: WAYNE THOMAS BURNETT State: FLORIDA zip: 33312 Phone#: 954.792.4415 State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone#: 954.792.4415 X243 Email Address: Imartinez @fhaproducts.com DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 1// V° Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ONew J Repair/Replace Description of Work: f 3z r ODemolition * * * * * * * * * * * ** ** * ***+ *** * * ** * * * * * * * * * * ** Fees * * * *+ ******** ** * * * * * *** * * * *** * * * * * ** ** *** * ** Submittal Fee $ Permit Fee $ Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approve rid a reinspection fee will be charged. Signa e Owner or Agent The foregoing instrument was acknowledged before me this 13 day of fri , 20 it , byeei5,70 /E who is personally k me okwho has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: tit-C (4-- * * * * * * * * * * * * * * * * * * * * * * * APPROVED BY SH��,ELL.EY �.OVICH o, 12% corer # 'D1168685% g Expire 6/1812011 � f*I`.tioe t � Ag att** * * * * *** * * * * **** * ** **** * ** * * *4* Contractor The foregoing instrument was acknowledged before me this ,,�- day of , 20IL, by Gt)elyAJ f geeti / 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: ru.q� SHEL1- �.t r � �1111 g Near ifs')o Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk CAA 0 c 0.S 0 m m c kLU3dOUd Jo 3 0 I\Iliatni Shores Villa APPROVED • DATE ZONING DEPT BLDG DEPT C4 - SUBJECT TO CQNIPIJAMCE WITH AU; FEDERAL STATE ANDCOI)NTY RULES7AND REGI;ILATIONS l a — J � 1 0 FLORIDA BUILDING CODE & ASCE 7 -05 N LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES - EXTERIOR ZONE 5 PRESSURES Mean Roof i Height i DESIGN PRESSURES (PSF) - Zone 4 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 25 30 35 0 -15 -50.4 - 492 +46. +45.2 - 48.3 +44.4 -47.6 +43.7 -47.1 +43.1 46.6 +42.7 - 462 +42.3 -45.9 +41.9 45.5 +41.6 0 -15ft -622 +46.5 -59.8 +45.2 -58.0 +44.4 -56.7 +43.7 -55.6 +43.1 -54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -52.5 +41.6 .1 -49.8 -49.0 - 48.3 - 47.7 - 47.3 -46.8 -46.5 -462 .1 -60.6 -58.8 -57.5 -56.3 -55.4 -54.8 -53.9 -532 16ft +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 16ft +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +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 +43.2 18ft +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 +44.2 20 ft -68.1 +49.4 - 83.5 +48.1 - 61.6 +47.1 -60.2 +48.4 -59.0 +45.8 -58.1 +45.3 -57.2 +44.9 -56.4 +44.5 -55.8 +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 -592 -58.4 -57.6 -56.9 22 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 +46.8 +46.3 +45.8 +45.4 +45.1 24 ft -55.6 -54.3 +51.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 24 ft - 68.7 +51.3 - 66.0 +49.9 - 64.1 +49.0 - 62.6 +48.2 -61.4 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -56.6 -55.2 +52.2 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -69.8 +52.2 - 67.1 +50.8 -65.1 +49.8 - 63.6 +49.1 - 62.4 +48.4 -61.4 +47.9 - 60.4 +47.5 - 59.6 +47.1 -58.9 +46.7 -57.5 -56.1 -55.1 -54.3 -53.7 -53.2 52.7 -52.3 -51.9 -70.9 - 68.2 - 662 - 64.6 -63.4 -62.3 - 61.4 -60.6 -59.9 28 ft +53.0 +51.6 +50.6 +49.8 +492 +48.7 +48.2 +47.8 +47.4 28ft +53.0 +51.6 +50.6 +49.8 +49.2 +48.7 +48.2 +47.8 +47.4 58.3 56.9 -55.9 -55.1 -54.5 -53.9 -53.5 -53.1 -52.7 -72.0 -69.2 -67.1 -65.6 - 64.3 - 83.2 -62.3 - 61.5 -60.7 30 ft +63.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 30ft +533 +52.3 +513 +50.6 +49.9 +49.4 +483 +48.5 +48.1 32 ft -59.1 57.7 +54.5 +53.1 -56.7 +52.0 55.9 +51.3 552 +50.6 -54.7 +50.1 - 542 +49.6 53.8 +49.2 -53.4 +48.8 32 ft -73.0 +54.5 -70.1 +53.1 -68.1 +52.0 -66.5 +51.3 - 65.2 +50.6 -84.1 +50.1 -83.1 +49.6 -62.3 +49.2 51.6 +48.8 34 ft 59.9 -58.4 +55.2 +53.7 -57.4 +52.7 -56.6 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 +50.2 - 54.5 +49.8 54.1 +49.4 ft -73.9 +55.2 - 71.0 +53.7 -68.9 +52.7 57,3 +51.9 56.0 +51.3 - 64.9 +50.7 - 84.0 +50.2 -63.1 +49.8 2 5.4 +49.4 36 ft -60.6 -59.1 +55.9 +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 36 ft -74.8 +55.9 -71.9 +54.4 -69.8 +53.3 -68.1 +52.5 -66.8 +51.9 -65.7 +51.3 - 64.7 +50.8 -63.9 +50.4 -63.1 +50.0 38 ft -61.3 -59.8 +56.5 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -56.7 +51.9 -562 +51.4 -55.8 +51.0 -55.4 +50.6 38 ft -75.7 +56.5 -72.7 +55.0 - 70.6 +54.0 58.9 +53.1 57.6 +52.5 -68.5 +51.9 55.5 +51.4 -64.6 +51.0 53.8 +50.6 -62.0 -60.5 -59.4 -58.6 -57.9 57.3 -56.8 56.4 -56.0 -76.5 -73.5 -71.3 - 69.7 -68.3 -672 -66.2 - 65.3 -64.5 406 +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 +562 -60.0 +55.1 59.2 +54.3 -58.5 +53.8 -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 59.0 +53.6 -67.9 +53.0 56.9 +52.5 - 66.0 +52.1 -65.2 +51.7 44 ft -632 -61.7 +58.3 +56.7 -60.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 +53.0 -57.5 +52.6 -57.1 +52.2 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 -69.7 +54.1 - 68.5 +53.5 - 67.5 +53.0 -66.6 +52.6 -65.8 +52.2 48 ft -63.8 - 62.3 +58.8 +57.3 -61.2 +56.2 -80.3 +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 -692 +54.0 - 68.2 +53.5 - 67.3 +53.1 -66.5 +52.7 48 ft -64.4 52.8 +59.4 +57.8 51.7 +58.7 -60.8 +55.8 50.1 +55.1 59.6 +54.5 -59.0 +54.0 -58.6 +53.6 -58.2 +53.1 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 - 69.8 +54.5 - 68.8 +54.0 -67.9 +53.6 -67.1 +53.1 -64.9 - 83.4 -62.2 - 81.4 -60.7 -60.1 -59.5 -59.1 -58.7 -802 -77.0 -74.8 -73.0 -71.6 -70.4 -69.4 - 68.5 -67.6 ft +59.9 +58.3 +57.2 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 ft +59.9 +58.3 +57.2 +56.3 +55.8 +55.0 +54.5 +54.0 +53.6 - 65.5 -63.9 -62.8 -61.9 -612 -60.6 -60.0 59.6 -592 -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 -69.9 -69.0 -682 52 ft +60.4 +58.8 +57.8 +58.8 +56.1 +55.4 +54.9 +54.5 +54.0 52 ft +60.4 +58.8 +57.6 +56.6 +58.1 +55.4 +54.9 +54.5 +54.0 66.0 134.4 53.3 62.4 51.7 61.0 60.5 50.1 -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 +57.2 +56.5 +55.9 +55.4 +54.9 +54.5 ft +60.8 +59.2 +58.1 +57.2 +56.5 +55.9 +55.4 +54.9 +54.5 -66.5 - 64.9 -83.7 -62.9 52.1 -61.5 -61.0 -80.5 -60.1 -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 -89.3 56 ft +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 ft +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 60 ft -67.5 55.8 +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 +62.2 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 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 K2t =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 IINNTERPRETATION IF REQUIRED. I I C)- I ® I� ELEVATION WALL ZONE FIGURES (De m r m n 0 z uJ c) r m THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED W WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMI I i tU AND INVAUDATE 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 • MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 251 NE 105 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 2LR FL13039.5 80.0 140.0 46.5 50.4 54 x 501/4 NO NO YES 2 4, 4, .l, .l, 4, .V 4, •I, 4, 4, 3 .I, .l, 4, 4, .l, 62.2 36 x 501/2 4, J, J, 4 .I, ,f, 4, .l, 4, 50.4 72 7/8 x 371/4 .f, .J, .j, 5 WINDOW DH FL13040.2 65.0 120.0 4, 4, 17 7/8 x 37 4, .l, 4, Florida Building Code Online acts Home 1 tog In 1 User RegIstration Hot Topics Product Approval USER: Public User blip : / /www.floridabuilding.orgtpr /pr app_dtl.aspx?patar wGEVX.. Submt Surcharge stets & Facts ` PuIU®tbns I FBC Staff 1 505 Site Map I Links 1 Search 1 Product Aaoroval Menu > Pmdutt oL > Aoo catbn LIst > App6oatbn Detail FL* Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone /Email PGT Industries 1070 Technology Drive Nokomis, FL 34275 (941) 486 -0100 Ext 22318 druark @pgtindustries.com Authorized Signature Technical Representative Address/Phone /Email Quality Assurance Representative Address/Phone /Email Category • Subcategory Compliance Method Robert (lark bclark@pgtindustries.com Robert Clark 1070 Technology Dr. Venire, FL 34275 (941) 480 -1600 Ext 21106 bdark @pgtindustries.com Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date - Validated By Certificate of Independence Referenced Standard and Year (of Standard) 1 of 3 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer - Evaluation Report - Hardcopy Received Luis Roberto Lomas PE-62514 Keystone Certifications, Inc. 12/31/2011 Steven M. Uridh, PE Validation Checklist - Hardcopy Received FL13040 RD COI 511388_odf Standard AAMA/WDMA/CSA 101/IS.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 2/5/2010 8:30 AIv Florida Building Code Online httpJlwww .floridabuilding.org/pr /pr app dtl.aspx?parallffwGEV.X. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved .Summary of Products 09/09/2009 09/10/2009 09/15/2009 10/13/2009 FL # Model, Number or Name Description 13040.1 DH2760 PVC Double Hung DH2760 PVC Double Hung 53 1/4" x 78" Limits of Use Approved for use in Approved for use outside impact Resistant: Yes Design Pressure: +65/-80 Other. Refer To Installation Design Pressure Ratings. AAMA Certified (LBP -1) ' HVHZ: Yes HVHZ: Yes Instructions For Smaller Sizes Rigid PVC From LB. Plastics installation Instructions FL13040 RO II 008- 00845.Ddf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13040 R AE 511388.pdf . FL13040 RO AE NOA 05- 1208.02 Dupont PVB.pdf .FL13040 RO AE NOA 07- 1116.04 D Dont 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 Resists:1D 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.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13040 RO AE 511388.odf FL13040 RC) AE NOA 05- 1208.02 D pont PVB.pd FL13040 RO AE NOA 07- 1116.04 DuOo SGP.pdf Created by Independent Third Party: Yes 13040.3 DH2860 PVC Oriel Double Hung DI-12860 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.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13040 RO AE 511389.pdf FL13040 RO AE NOA 05- 1208.02 Dupont PVB.pdf FL13040 RO AE NOA 07- 1116.04 Dupont SGP.odf Created by Independent Third Party: Yes Ira Next nCA ddmfnist,a5 on Department gcommemiiyAf abs FTosida BuBdTag Code Oar= Codes and Standards 2555 Shumard Oak 8wdevatd Tallahassee Florida 32399 -2100 (850)487-1824, Fax (850) 414-8436 2000 -2010 The State of Flortla. All rights served. Prhracv Statement 1 Cftpldg x Statement 1 Accessibility Statmmg t 1 Pkm-In Software 1 Customer Service Sumer/ !Contact Us Product Approval Accepts: 2 of 3 2/5/2010 8:30 Ar Florida Building Code Online http : / /www.floridabuilding.org/pr /pr app_dtl.aspx?param=wGEVX.. 3 of 3 2/5/2010 8:30 Al4 L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd Clanmons, NC 27012 Report No 511388 336 - 945 -9695 Manufacturer: PGT industries 1070 Technology Drive Nokomis, FL 34275 Product Line: DH2760 PVC Double Hung Window DH2860 PVC Double Hung Window Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B -72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code. Product description: PVC Double Hung Window: Frame and sashes stiles are constructed from rigid PVC. Frame comers are of welded comer construction. Sashes stiles share same extrusion and each member is reinforced using a steel channel. Supporting Technical Documentation: 1. Approval document: drawing number 08-00845, titled DH2760 and DH2860 PVC Double Hung Window, prepared, signed and sealed by Luis Roberto Lomas P.E 2. Test Report No.: NCTL - 210- 3637 -1 signed and sealed by Gerard J. Ferrara, P.E. National Certified Testing Laboratories, Orlando FL Flange installation, Fin Installation and Box Frame Installation TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, +65.0 psf /-80.0 psf design pressure, 15.0 psf water infiltration. TAS 203-94 Cyclic Pressure Loading, +65.0 psf /-80.0 psf design pressure. 3. Test Report No.: NCTL- 210 - 3637 -1A signed and sealed by Gerard J. Ferrara, P.E. National Certified Testing Laboratories, Orlando FL Flange installation, Fin Installation and Box Frame Installation ASTM E1886-02/05 and ASTM E1996 -02/05 ASTM E1886/ E1996 Large Missile Impact, Level D, Wind. Zone 4 ASTM E1886/ E1996 Cyclic Load Test +65.0 psf / -120.0 psf, 15.0 psf water infiltration AAMA/WDMA/CSA 101/I.S.2/A440 -5 Design pressure: +65.0psfl- 80.0psf 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: +65.0psfl- 80.0psf (Refer to approval document for smaller units design pressures) • Maximum overall size: 53 Wx78 • Maximum DID.: 46 7I8 °x35 1/4" • DH10005 units must be glazed with 7/8" IGU consisting of: outboard laminated lite consisting of 1/8" HS - 0.090" Sentry Glass Plus -1/8" HS - Air - inboard lite 1/8" Temp. • 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 cite 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 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 w %%IISI1.1/14,/ ". ./ 4.. �1 • - _ Ag�: p 1743 Luis R. Lomas, P.E. FL No.: 62514 09/0912009 6" MAX. 6° MAX. 10" MAX. O.C. 78" MAX. FRAME HEIGHT 3" MAX. 53.25° MAX. FRAME WIDTH --� 10" MAX — 6" MAX. 34" MAX, D.LO. 10" MIX. O.C. 6" MAX. 45.5" MAX. D.L.O. DH2760 AND DH2860 WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING + 65.0 PSF - 80.0 PSF LARGE AND SMALL MISSILE IMPACT Maximum des qn pressure ca eel chart 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 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) u rrs MUST BE GLAZED PER ASTM E1300 SEE SHEET 5 FOR Number of anchorarequtred, based on eale and tested APPROVED GLASS. �1ng 5) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS theta enahored udng 69 wood arrow • Eleo re a J0 MK & row ) OnCwldlh ln) • PRODUCT IN WIND —BORNE DEBRIS REGIONS. W M (') 1 4saitt/I , . ; , L .: , (in) BEURIMUINIUSIEMIIIWILINKINERINMILIIIIENIEW l ErlIZTBIOGIZEIMIZILIZA LIIMU ifilIALLILMI IF ,LULL ©1113© ©LIIIIMILIIIMIIDIIM ©IEN© PI!! LENII ©LI,iIiLiIMIL1It!II LSi ILSELS! 111111CPAIMILIIIMIKA7KINtlpIMAOIL>AIKE LCCACIIILLTJOQEIONZA I ICI LULL! 3J' L112o0IIIIIIML iE7C:d]IMIIL IELLI LMIKE ]CiE]ifill salIIMILMILAIRA fL!lIKEISI■KERMCIII ELM 00.0 itSILIIIEUILIEllifiCiallEilMillEIMUMILLEJIM II EMI[ s' ALIVE ILLEMELIA VELIP.1.!4THERPZLIIIILILLIJIM 06:D ICUNIIIMMIGUIEMILIIMELLIMEULLAILIMEAULIIMILLEI L LI; M IALI MILILIiELIt3EmagamYiddi:Slfomane DIELd'AIIZLIEKL IEMILT&7ILIIIL IMI 'LEITH'.L'UI ' ' 86.0 ®' III '65A laitILLIMILII l IN31I•I]LLII E 650 likZILLSAILI EMI nti iliaLBL:B blLitgI1 Ullif Iliad IMAMS] WU L ILIAMIb][ITa liitILI EIIMILdIIIM EILII 1200C113 WM KID ILOITIIII 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 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) u rrs MUST BE GLAZED PER ASTM E1300 SEE SHEET 5 FOR Number of anchorarequtred, based on eale and tested APPROVED GLASS. �1ng 5) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS theta enahored udng 69 wood arrow • Eleo re a J0 MK & row ) OnCwldlh ln) • PRODUCT IN WIND —BORNE DEBRIS REGIONS. W M (') 1 4saitt/I , . ; , L .: , nr =LIJ == LLJ BEURIMUINIUSIEMIIIWILINKINERINMILIIIIENIEW l ©1113© ©LIIIIMILIIIMIIDIIM ©IEN© PI!! LENII ©LI,iIiLiIMIL1It!II LSi ILSELS! 111111CPAIMILIIIMIKA7KINtlpIMAOIL>AIKE Ir CID i. —u:a EILINILIIIIIIHILIMAIUMIIIIIIIILIIMILIIRRILIIIIMIL111111111 FILMEILIIIIIIIWIRRINEWIILIIIIIIIIIKIIIWIIIMILIIIIEM BILLEMIRMSLEMERIMILIIIIIIIIKIIIIKMILMINIKEMII PEZEREMILIIIIEWILIIRAILWINUNIEMILIIIILMMAIKIII salIIMILMILAIRA fL!lIKEISI■KERMCIII 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) 11ON INTO CONCRETE /MASONRY USE ITW TH SUFFICIENT LENGTH TO ACHIEVE A MiNIMUM NT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) FOR ANCHORING INTO METAL FRAMING USE #10 TEK SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE FRAME THICKNESS. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10) ALL FASTENERS TO BE CORROSION RESISTANT. 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 0 =0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C -90, GRADE N, TYPE 1 (OR GREATER). 0. 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 PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 ELEVATION AND GENERAL NOTES DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW ELEVATION AND NOTES 2 — 4 INSTALLATION DETAILS 5 COMPONENTS AND GLAZING DETAILS DRAWN: R.L. I Dvx1 RO 08/00845 SCALE NTS !EWE 09/02/09 J 6NErr 1 OF 5 REV AO111.i111Ji6, 5111'' • 14r " TA11.OF ,'1 �� 4'4 AilS�pk`� 2.50" MIN. EDGE DISTANCE • 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT EXTERIOR INTERIOR HEAD & JAMB CONCRETE/MASCNRY FLANGE INSTALLATION HEAD SHOWN, JAMBS SIMILAR .25" MAX. J SHIM SPACE RIGID FILLER 3/18" TAPCON 1X BUCK PT EXTERIOR INTERIOR PERIMti I_N SEAL BY OTHERS va , ©J EXTERIOR INTERIOR HEAD & JAMB WOOD FRAMING OR 2X BUCK RANGE WSTALL4TION HEAD SHOWN JAMBS SIMILAR' 1 3/8" MIN. EMB. .25" MAX. 1 SHIM SPACE RIGID FILLER #10 WOOD SCREW EXTERIOR INTERIOR 3/16° TAPCON WOOD FRAMING RIGID FILLER OR 2X BUCK BY OTHERS .25" MAX. { SHIM SPACE PERIMETER SEAL #10 WOOD SCREW RIGID FILLER .25" MAX SHIM SPACE CONCRETE/ MASONRY MIN.2EMB. 4. .,4 BY OTHERS 2.50" MIN. EDGE DISTANCE CONCRETE /MASONRY FLANGE INSTALLATION BY OTHERS SILL WOOD FRAMING OR2X WOK FLAME INSTALLATLON 1 3/8" MIN. EMB. REVISIONS REV I XE6GRPTION DATE APPROVED METAL STUD 16GA MIN BY OTHERS F3i=312 EXTERIOR 25" MAX, .. SHIM SPACE -Tf RIGID FILLER #10 TEK SCREW INTERIOR HEAD & JAMB METAL FRAMING FLANGE INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR #10 TEK SCREW RIGID FILLER .25° MAX. U SHIM SPACE METAL. FRAMING 16GA MIN BY OTHERS SILL METAL FRAMING FLANGE WSTALLA TON PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 •DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW FLANGE INSTALLATION DETAILS DRAWN; I DWG NO. R.L. 08/00845 serd.E NTS I DATE 09/02/09 ; • 814E1.2 OF 5 2.50" MIN. EDGE DISTANCE 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/MASONRYBOX FRAME INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR . 3/16° TAPCON RIGID FILLER .25° MAX. PERIMETER SEAL BY OTHERS 1 3/8" MIN. EMB. 1 .25" MAX. j SHIM SPACE RIGID FILLER #10 WOOD SCREW EXTERIOR INTERIOR HEAD & JAMB WOOD FRAMING OR2x BUCK BOX FRAME INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR #10 WOOD SCREW RIGID FILLER .25" MAX. SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS — _SHIM SPACE PERIMETER 1X BUCK PT _ _: -•L SEAL BY OTHERS CONCRETE/ 1.25" ,p MASONRY MIN. EMB. • e v' BY OTHERS 2.50" MIN. EDGE DISTANCE SILL CONCRETE/MASONRYY BOX FRAME INSTALLATION SILL WOOD FRAM. ING OR 2X BUCK BOX FRAME INSTALLATION 1 3/8" MIN. EMB. REVISIONS REV DESONNTRON DATE PROVED METAL STUD 16GA MIN BY OTHERS EXTERIOR .25" MAX. SHIM SPACE RIGID FILLER #10'TEK SCREW INTERIOR HEAD & JAMB METAL FRAMING BOX FRAME NSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR L, . �1I #10 TEK SCREW RIGID FILLER .25" MAX. SHIM SPACE METAL FRAMING 160A MIN BY OTHERS SILL METAL FRAMING BOX FRAME INSTALLATION POT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW BOX FRAME INSTALLATION DETAILS DWG NO. R.L. • 08/00845 REV SCALE NTS IDATE 09/02/09 18141173 OF 5 4 4 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 FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR 3/16" TAPCON RIGID FILLER 1X BUCK PT' F-.25° 1.25" MIN. EMB. • 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 INSTALLATION HEAD SHOWA',, 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. EMS. SILL WOOD FRAMING OR BX BUCK FIN INSTALLATION REVISIONS REV DESCRIPTION DATE APPROVED METAL STUD 16GA MIN �r BY OTHERS I EXTERIO .25" MAX. SHIM SPACE RIGID FILLER #10 TEK SCREW INTERIOR HEAD & JAMB METAL FRAMING RN INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR METAL FRAMING 160A MIN BY OTHERS SILL METAL FRAMING FIN INSTALLATION INTERIOR #10 TEK SCREW RIGID FILLER .25" MAX. V SHIM SPACE POT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW FIN INSTALLATION 'DETAILS DRAWN, R.L DWO No. 08/00845 sCAE . 4TS I DATE 09/02/09 I SHOT4 OF 5 4.455" 3.06" HEAD & JAMB (8301) VINYL PVC .078" THICK INNER INTERLOCK RAIL (8308) VINYL PVC .07° THICK 1 .1 .313" 25" HS .090" BUTACITE PVB .125" HS GLASS TYPEA TO BE USED IN DH1000P 156" 5° } .224" 4.455" 2.56° \ 1.56" 4 = =a . .5" } 1.83° SILL (8302) VINYL PVC .078° THICK 1.276" 2.2° 1.476° .83" I } OUTER INTERLOCK RAIL (8307) VINYL PVC .07°THICK 1 B438" 188° HS .090° UTAC1TE PVB .188" HS EXTERIOR INTERIOR SIKAFLEX. 552 1.9210 �{ .5° HEAD ADAPTER (8341) VINYL PVC .08`THICK 1.51 - +-1.5" 224° .224 " 2.2° 1 2.2" 111LLL _1_ HORIZONTAL SASH (8305) VINYL PVC.07" THICK .125° HS .090" SENTRY - GLASPLUS .125° HS--- .875" 5" r_ REVISIONS DESORPTION DATE I APPROVED - --1.921 " .285" 0 1.51" SILL. ADAPTER DAPTER (8342) VINYL PVC .05° THICK 1.476" s-zr- --�D 1. -{ 1.04" L .8" STIFFENER (ST1007B) 16GA GALVANIZED STEEL 828" � I�f .985" .563° VERTICAL SASH (8306) 5/16" PLAIN BEAD (8321) VINYL Pva.or THICK VINYL PVC.07' THICK .125" HS .090" BUTACtTE PVB x.125° TEMP .125" HS =0 GLASS'TYPE B TO BE USED IN DH1000P I�nfl GLASS TYPE C TO BE USED IN DH 10008 EXTERIOR SIMPLEX 552 ark .875" .125" TEMP INTERIOR GLASS TYPE D TO BE USED /AI /WIMP ,____r---1-.9.1 1.37' .378" .19-871 FIN ADAPTER VINYL PVC .082' THICK 5/16° LIFT BEAD (8320) VINYL PV0.06 °THICK .265" -1 • .985" 7 -'- 1I' --- .797" I .15" RIGID LER VINYL PVC .15" THICK J---I 1.279" r_ 7/8" LIFT BEAD (832443" PLAIN BEAD (8325) .15" 1 VINYL Pvc .or THICK VINYL PVC ,OB "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. OWO NO. 08/00845 REV WALE NTS I DATE 09/02/09 I SHEET 5 OF 5 Florida'Building Code Online http:// www. floridabuilding. arg/ pr /pr_app_dtl.aspx?param= wGEVX... BCS Home Login User RegL5natbn y Hot Topes ? Submit Surcharge `.: COrnrnun - Affairs Product Approval USER: Pubic User State & Fects 1 Publcations FIX Staff ; BCLS Site Map t Links Search Product Anoroval Menu > Product or Aoolcatlon Search > Aopicatlon LtsC > AppgCatibn Detail FL # Application Type Code Verson 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 bclark@pgtindustries.com Robert Clark 1070 Technology Dr. Venice, FL 34275 (941) 480-1600 Ext21106 bclark@pgtindustries.com Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Luis Roberto Lomas PE -62514 Keystone Certifications, Inc. 12/31/2011 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL13039 RO COI 511381.odf Standard AAMA /WDMA /CSA 101/I.S/A440 ASTM E 1886 ASTM E 1886 ASTM E 1996 ASTM E 1996 TAS 201 TAS 202 TAS 203 Year 2005 2005 2002 2002 2005 1994 1994 1994 1 of 3 2/15/2011 2:33 PM Florida $wilding Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products http : / /www.floridabuilding.orgpr /pr app dtl.aspx?param-wGEVX... Method 1 Option D 09/09/2009 09/10/2009 09/21/2009 10/13/2009 FL # Model, Number or Name Description 13039.1 2LT HR2710 PVC 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: +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 Lamas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511381.odf FL13039 RO AE NOA 05- 1208.02 Dupont PVB.pdf Created by Independent Third Party: Yes 13039.2 2LT HR2710M PVC Horizontal Roller 2LT HR2710M PVC Horizontal Roller 74 1/4" x 63 1/4" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: Yes Design Pressure: +60/ -65 Other: Rigid PVC From L.B. Plastics RAMA Certified (LBP -1) Installation Instructions FL13039 RO 11 08-00839.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511382.3dt FL13039 R0 AE NOA 05- 1208.02 Dupont PVB.pdf Created by Independent Third Party: Yes 13039.3 2LT HR2710MI PVC Horizontal Roller 2LT. HR2710MI PVC Horizontal Roller 74 1/4" x 63 1/4" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/ -80 Other. Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) Installation instructions FL13039 RO 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.pdf Created by Independent Third Party: Yes 13039.4 2LT HR271OMI 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 Pressure: +65/ -80 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP -1) 2LT HR2810MI Horizontal Roller Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes 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 511384,0df FL13039 RO AE NOA 07- 1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes 2LT HR2810MI Horizontal Roller 74 1/4" x 63 1/4" Installation Instructions FL13039 RO II 08- 00842.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes 2 of 3 2/15/2011 2:33 PM Florida Building Code Online http: / /www.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.odf 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 LB. 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 5113a6.pdf FL13039 RO AE NOA 05- 1208,02 Dupont PVB.pdf FL13039 RO AE NOA 07- 1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes 13039.7 3LT HR281OMi 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.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RO AE 511387.Ddf FL13039 RO AE NOA 07- 1116.04 Dupont SGP.pdf Created by Independent Third Party: Yes Department of Comemm@y Atra8rs Florida Beading Code Orate Codes and standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850)487 -1824, Far (850) 414 -8436 © 2000 -2010 The State of Florida. Ali rights reserved. Prtvacv Statement 1 C«wrfaht Statement I ACCedgat..5 tatement 1 pica -In Sof warg 1 Customer Service Saver i Contact Us Product Approval Accepts: l�xea� Creilitra 3 of 3 2/15/2011 2:33 PM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville, NC 27012 Report No.: 511385 336- 945 -9695 Manufacturer: PGT industries 1070 Technology Drive Nokomis, FL 34275 Product Line: 2LT HR2810MI PVC Horizontal Roller Window Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code including the HVHZ. Supporting Technical Documentation: 1. Approval document drawing number 08-00842, titled 2LT HR2810MI PVC Horizontal Roller Window, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test Report No. NCTL 210 - 3638 -1, signed and sealed by Gerard J. Ferrara P,E. National Certified Testing Laboratories, Orlando, FL. TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, +70.01- 100.0psf design pressure, 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 AAMATWDMA/CSA 101/I.S.2/ M40-05 Design pressure: +70.0 /- 100.0psf Water penetration resistance: 12psf ASTM E 1886-02/ -05 and ASTM El 996-02/-05 ASTM E 1886/E 1996 Large Missile impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 Cydic 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'/0° x 63'/ <" • Maximum D.L.O.: 31 34" x 543A" • 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 GIasPlus — 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 83. UP HEI 6" MAX. --- r 74.25" MAX. UNIT WIDTH 10" MAX. O.C. 6" MAX. _.__ + 70.0 PSF -100.0 PSF LARGE AND SMALL MISSILE IMPACT LX. IT _ GHT T 6" MAX. 31.75" MAX. D.L.O. 36.25" PANEL WIDTH 54.75" 59.25" MAX. PANEL D.L.O. HEIGHT 4) REVISIONS REV DESCRIPTION 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 15 RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. UNITS MUST BE GLAZED PER ASTM E1300 SEE SHEET 5 FOR APPROVED GLASS. 5) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND -BORNE DEBRIS REGIONS. 6) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 ". 7) FOR INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8) FOR INSTALLATION INTO CONCRETE /MASONRY US 3/16" 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. 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 2LT HR2810MI HORIZONTAL ROLLER WINDOW EXTERIOR VIEW DESIGN PRESSURE RATWA IMPACT RAMINQ + 70.0 PSF -100.0 PSF LARGE AND SMALL MISSILE IMPACT Maximum design pressure Capacity chart arts MRS PVC Horizontal BUdhl Window Haight iln) .040. IMILINIIIIIMU111111111MOMILIVIIIUWahlel 1 70 ZALIE Z31=I LAF '*Q L 7IIZDis ll NM sas IEDELLICIMILIMIGI �� CIi7RZiC I EXIIKUILIMELLIKIIIIIIII1 gR.P I i ]E' "aSliEZI r2'=t:'Yi 1400 ECZIC CI It:'%� " UL'ILiIE ETC'aY,1 t IL Z L &11 00.0 ILLIP.MMEILILItliEll ILIIIIIMItxxm•kailiallE10.1111111/11/031111113 ISEICILIEZEI11111 boe 80.0 £LLl1Ir&i BO.D 63.9 100.0 Humber of anchors par¢ lytic OntlsoneboroduAn; A/0 wo¢dlxr .,,rdy J. 007EKoerew Tt.. LJ1 k11CiaC:'mE:Ell Jamb t .2a.3Ffi.-7CI1J! 1Mate 7 le.1211111101111E1111111M*111111111114111111FAIMMIIILINIEMIMUMI 1s'7 ©E EMIIII INEWE>taNUMILIPort! o (CD fElKESEIWARArEESEiIIr �a6 Itt •4 i 1 rC�Eii� L(2)11117111MILMIIIIIIIP,LUXQL111111101bZWINLIIIIILIB ISTEINFAIIKEINEMWEIRMILIMILMILIMMAKEILM 'bight tInl 11) PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 TABLE OF CONTENTS • SHEET NO. DESCRIPTION ELEVATION AND GENERAL NOTES 2LT HR2BIOMI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" ELEVATION AND NOTES 2 - 4 INSTALLATION DETAILS DRAWN: R.L. I DWG NO. 08 -00842 1 5 COMPONENTS AND GLAZING DETAILS 4 SCALE NTS IDAn 09/02/09 r 1 OF 5 2.50" MIN. r- EDGE DISTANCE A 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS 1X BUCK PT sit �E I1 EXTERIOR 1 HEAD & JAMB .25" MAX. SHIM SPACE RIGID FILLER 3/16° TAPCON INTERIOR CONCRETE/MASONRY FLANGE !NSTALLAT 1O N HEAD SHOWN, JAMBS SIMILAR EXTERIOR 1X BUCK PT 1.25° MIN. EMB. INTERIOR 00 3/16° TAPCON RIGID FILLER .25" MAX. SHIM SPACE 2.50" MIN. EDGE 4 4 SILL RETFJMASONRY FLANGE INSTALLA17ON 4 PERIMETER SEAL BY OTHERS REVISIONS REV DESCRIPTION DATE I APPROVED 1 3/8" MIN. EMB. METAL STUD 16GA MIN BY OTHERS .25" MAX. J SHIM SPACE EXTERIOR RIGID FILLER #10 WOOD SCREW INTERIOR HEAD & JAMB WOOD FRAMING OR2X BUCK FLANGE INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR WOOD FRAMING OR 2X BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS PERIMETER SEAL BY OTHERS SILL WOOD FRAMING OR2X BUCK FLANGE INSTALLATION $10 WOOD SCREW RIGID FILLER .25" MAX. f SHIM SPACE 7 3 8" MIN. EMB. .25" MAx. U SHIM SPACE RIGID FILLER #10 TEK SCREW EXTERIOR INTERIOR HEAD & JAMB METAL FRAMING FLANGE INSTALLATION 11E40 SHOWN, JAMBS SIMILAR EXTERIOR n. _ INTERIOR #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 HR2810MI PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 63 1/4" FLANGE INSTALLATION DETAILS ORAWN> R.L. IDWG NO. 08-00842 _SCAI MIS Jam` 09/02/09 sl14T2 OF 5 I REV d 2.50" MIN. rEDGE DISTANCE 1.25" MIN. EMB. CONCRETE/ MASONRY BY OTHERS .25" MAX. J SHIM SPACE 1X BUCK P1 ;�I> =-1 — o`ld�j RIGID FILLER EXTERIOR EXTERIOR 3/16" TAPCON INTERIOR HEAD & JAMB CONCRETEJMASONRY FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR INTERIOR 3/16" TAPCON RIGID FILLER 1X BUCK PT 1 .25" MAX. }-SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS SHEATING BY OTHERS EXTERIOR EXTERIOR II INTERIOR N ' &JAMB WOOD FRAMING OR 2X BUCK FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR 1.38" MIN. EMB. { .25° MAX. _} SHIM SPACE RIGID FILLER #10 W000 SCREW INTERIOR ,10 WOOD SCREW RIGID FILLER WOOD FRAMING OR 2X BUCK BY OTHERS SHEATING CONCRETE / BY OTHERS 1.25" q MASONRY MIN. EMB. n v'_ BY OTHERS 2.50" MIN. EDGE DISTANCE SILL CONGRETEMASONRY FIN INSTALLATION SILL WOOD FRAMING OR 2X BUCK FIN INSTALLATION REASONS Rtv OESCRrRON 1 DATE 1 arraovm METAL STUD 16GA MIN BY OTHERS EXTERIOR EXTERIOR .25" MAX. SHIM SPACE • 1.38" M114. EMB. INTERIOR .25" MAX. {- SHIM SPACE RIGID FILLER #10 TEK SCREW HEAD & JAMB METAL FRAMING FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR INTERIOR #10 TEK SCREW RIGID FILLER METAL FRAMING 16GA MIN BY OTHERS �. SILL METAL FRAMING FIN INSTALLATION .25" MAX. U SHIM SPACE 4- 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: I OWO NO. R.L. 08 -00842 SCALE NTS J DATE 09/02/09 15 4 OF 5 11' 3.06" 4.455" .33" HEAD & JAMB (8301) VINYL PVC .075" THICK 1.83° .224" 2.196 " -� 1.13" ❑ + 'ED= 1.476" INNER INTERLOCK RAIL (8308) VINYL PVC .07" THICK .313" i 125" HS .125" HS 090" SENTRY .090" SENTRY GLASPLUS GLASPLUS .125" HS .125" HS SILL (8303) VGVYL PVC .075° THICK 1.295° { 1.27" I-- .345" HS INSERT `NC -RW-PR -118) 6063-T5 ALUMINUM .065° THICK 1.476" 11 OUTER INTERLOCK RAIL (8307) HORIZONTAL SASH (83051 VINYL PVC .07"THICK VINYL PVC .07"THICK GLASS TYPE A EXTERIOR SIKAFLEX 552 .875" .125" TEMP INTERIOR GLASS TYPE 8 REVSIONS REV I DESCRIPTION DATE APPROVED VERTICAL STIFFENER (NC -RW-PR -112) ALUMINUM 6063-T5 THICK VERTICAL SASH (8306) VINYL PVC.07`7HICK -- 1.04" j� 1 .8" STIFFENER (STIOO713) 16GA GALVANIZED STEEL 5/16" PLAIN BEAD (8321) VINYL PVC .06"THICK .2652 "� - -j .265" .985" 7/8" LIFT BEAD (8324) VINYL PVC .06`T HICK .4" fall SASH INSERT (NC -RW-PR -117) 6063 -T S ALUMINUM .085" THICK 1.69 "-J .384" 14" SILL TRACK .827" t.378" ' 1 g .J I IUI FIN ADAPTER VINYL PVC .002° THICK .788" Ln, 1 8 .985° 5/16" LIFT BEAD (8320) VINYL PVC Air THICK .265" .985" 7/8" PLAIN BEAD (8325) ALUMINUM 6063- T5.08"THICK VINYL PVC .08" THICK 1_-I 1.279" 1-- 15" RI IGID FILLER VINYL PVC .15" THICK .797° .15 "r-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 63 1/4" COMPONENTS AND GLAZING DETAILS DRAM* R.L. DWG ND. 08 -00842 REV SEALE NTS PTE 09/02/09 IS.OF 5