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WS-12-16Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 168450 Permit Number: WS- 1 -12 -16 Scheduled Inspection Date: February 14, 2012 Inspector: Bruhn, Norman Owner: SHEA, ROSALIE Job Address: 1053 NE 95 Street Miami Shores, FL Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060143600 Phone: (954)792 -4415 Building Department Comments REPLACE 8 IMPACT WINDOWS Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 13, 2012 For Inspections please call: (305)762 -4949 Page 10 of 17 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SiTE AT TIME OF REST INSPECTION PERMIT NO. all `Z°— 1 L TAX FOLIO NO.1 i•3LO`• O 14 .3400 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement 1 MIA IEM CFN 2012R0010591 OR Bk 27952 Ps 37721 (Cps) RECORDED 01/06/2012 10 134:10 HARVEY RUVIH, CLERK OF COURT MIA11I -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: t11C(Mt SIMOve S bet b i �D 7 Z b �'2N kW% 8 1 0 S ►� - 1..1 'a 13 2. Description of improvement'.0 n S 3.Owner(s) name and address: "(2 pS, I e She q 1053 �C Cis sT pc ar1� 3� 1�'S( Interest In property: OU)lti14. Name and address of fee simple titleholder. 4. Contractor's name, address and hone number. Florida Home - improvement Associates 4070 SW 30th Ave. Hollywood, Florida 33312 Phone 954-792-4415 5. Surety: (Payment bond required by owner from contractor, If any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or otter uments may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following persons) to receive a copy 713.13(1)(b), Florida. Statutes. Name, address and phone number. the Uenor's Notice as provided in Section 9. Expiration date of this Notice of Commencement: (the e>cpfirdIon date Is 1 from the date of recording unless a dtftarent date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATIO OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART L, SECTION 713.13. FLORIDA ATUiES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OP tiGMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN ANANC1NG, CONSULT WiTH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Sig re(s) of • =r(s) or a. Print Name z OS Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The f goIng nstr unent was acknowledged before me this (p day of By aoSD t�1€ GN 0 individually, or 0 as for ErPersonally known, or 0 produced the following type of Identfficaton: Signature of Notary Public: Print Name: (SEAU VERiFICATiON PURSUANT TO SECTION 92,625. FLORIDA STATUTES tinder penalties of perjury, I declare that I have read the foregoing and that the facts stated In H are true, to the best of my knowledge and belief. Signaq e(s) of Owne s) or Owner(s)'s o cer/Direct B/Partner/Mana �ie Cry ' Authorized Officer /Director/Partner/Manager tree._ r sz r e' BY Print Name Title/Office IIoIyWfood, FL33312 12.0l -01 PAGE 311/07 By 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 I (� Permit No. V\15 I ��� lJ✓ Master Permit No. BUILDING PERMIT APPLICATION FBC 20 Permit TyBUILDING > ROOFING OWNER: Name (Fee Simple Titleholder): ik. 5ct('t Phone#: Address: 1 O S we 9.5 S `j City: hid aLA State:. Zip: 3� Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: S 3 S 5, X City: Miami Shores County: Miami Dade Zip: —331Y8 Folio/Parcel #: 11- 3 O(o '01`‘ 3 o 00 rviIctdM S ln.a reS k..di6 12 o L6 Y L4 0, (le, 11 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Phone #: 954.792.4415 d 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: ' cfl �"t e n notr Phone#: tl 54 3 S ° i O U 40 Value of Work for this Permit: $ (42 0 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New R air/Replace ❑Demolition Description of Work: p lq l e 6 pot. a X. '1 i A , ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ //0 �J CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ 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 FT.RCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature s" —`L., Owner or Agent The foregoing instrument was acknowledged before me this day of 3°V) ,2011, by OScVa€ S Contractor The foregoing instrument was acknowledged before me this , day of eV\ , 20(l, by ._ 1 .b a , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** /-Y-4L Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 05 /10/2009)(Revised 3/15/09) * * * * * * * * * * * * * * * * * * * * ** Zoning Clerk Miami -Dade My Home My Home riarnidade ov; Show Me: Property Information Search By: Select Item 11 Text only Property Appraiser Tax Estimator MProperty Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 3206 - 014 -3600 Property: 1053 NE 95 ST Mailing SEAN SHEA &W ROSALIE Address: 1 Living Units: 1053 NE 95 ST MIAMI FL Adj Sq Footage: 33138 -2547 Property Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 5/4 Floors: 1 Living Units: 1 Adj Sq Footage: 3,275 Lot Size: 21,300 SQ FT Year Built: 1940 $25,000/ $256,695 5-6 53 42 MIAMI SHORES SEC 3 PB 10- Legal 37 E1 /2 LOT 22 & LOTS Description: 23 & 24 & W1/2 LOT 25 BLK 81 LOT SIZE IRREGULAR OR 10993- 51 0181 1 Assessment Information: Year: 2011 2010 Land Value: $244,778 $257,252 Building Value: $278,489 $280,341 Market Value: $523,267 $537,593 Assessed Value: $281,695 $277,533 Exemption Information: Page 1 of 2 ear: 2011 2010 Homestead: $25,000 $25,000 nd Homestead: YES YES Taxable Value Information: ACTIVE TOOL: SELECT Year: 2011 2010 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $231,695 $50,000/ $227,533 County: $50,000 / $231,695 $50,000/ $227,533 City: $231,695 $231,695 $50,000/ $227,533 School Board: $25,000/ $256,695 $25,000/ $252,533 Sale Information: ale Date: 1/1981 Aerial Photography - 2009 My Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 property Appraiser Home 1 Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer 0 116 ft If you experience technical difflcuities with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. 00 Legend Property Boundary Selected Property Street ,90 Highway ri Miami -Dade County ■ Water W E http: / /gisims2. miamidade .gov /myhome /propmap.asp 12/15/2011 03/02/2009 - 5:01 pm troyb F: \03 Elements \10 Loading \11 Calculators\ASCE 7 -05\ FLB - ASCE 7-02 Pressure Charts (050).dwg LORIDA BUILDING CODE & ASCE 7 -05 DE LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES PSF) • Zone 4 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ', -50.4 +46. -92 +45.2 - 48.3 +44.4 -47.6 +43.7 -47.1 +43.1 -46.6 +42.7 -46.2 +42.3 -45.9 +41.9 -45.5 +41.6 16 ft • .1 +47.1 -49.8 +45.9 -49.0 +45.0 -48.3 +44.3 -47.7 +43.7 -47.3 +43.3 -46.8 +42.9 -46.5 +42.5 6 -46.2 +42.2 18 ft -52.4 +48.3 -51.1 +47.0 -50.2 +46.1 -49.5 +45.4 -48.9 +44.8 -48.4 +44.3 -48.0 +43.9 -47.7 +43.6 -47.3 +43.2 20 ft -53.5 +49.4 -52.2 +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 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46.3 -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 24 ft -55.6 +51.3 - 54.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 - 50.6 +46.3 -50.3 +45.9 26 ft -56.6 +52.2 -55.2 +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 ft -57.5 +53.0 -58.1 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +49.2 -532 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 30 ft - 58.3 +53.8 -56.9 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 - 56.7 +52.0 -55.9 +51.3 -55.2 +50.6 - 54.7 +50.1 -54.2 +49.6 - 53.8 +49.2 -53.4 +48.8 34 ft -59.9 +55.2 -58.4 +53.7 -57.4 +52.7 -58.8 +51.9 -55.9 +51.3 - 55.4 +50.7 -54.9 +50.2 -54.5 +49.8 -54.1 +49.4 36 ft -60.6 +55.9 -59.1 +54.4 -58.1 +53.3 -57.3 +52.5 -56.6 +51.9 -56.1 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 r +56.5 -59.8 +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 40 ft -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 - 56.8 +52.0 -56.4 +51.5 -56.0 +51.1 42 ft -62.6 +57.7 -61.1 +56.2 -60.0 +55.1 -59.2 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 - 57.0 +52.1 -56.6 +51.7 44 ft -632 +58.3 -61.7 +56.7 -60.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 +53.0 -57.5 +52.6 -57.1 +522 46 ft -63.8 +58.8 -62.3 +57.3 -612 +582 -60.3 +55.3 -59.6 +54.8 -59.0 +54.0 -58.5 +53.5 - 58.1 +53.1 -57.7 +52.7 ft -64.4 +59.4 -62.8 +57.8 -61.7 +56.7 50.8 +55.8 -60.1 +55.1 -59.6 +54.5 -59.0 +54.0 - 58.6 +53.6 -58.2 8 +53.1 50 ft - 64.9 +59.9 -83.4 +58.3 -622 +572 -61.4 +56.3 - 60.7 +55.6 -60.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft -65.5 +60.4 -63.9 +58.8 -62.8 +57.6 - 61.9 +58.8 -612 +58.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -592 +54.0 54 ft -66.0 +60.8 -64.4 +592 -63.3 +58.1 -62.4 +572 51.7 +56.5 -61.0 +55.9 -60.5 +55A -60.1 +54.9 -59.6 +54.5 56 ft -66.5 +61.3 -64.9 +59.7 -63.7 +58.5 -62.9 +57.7 -62.1 +56.9 -61.5 +56.3 -61.0 +55.8 -60.5 +55.3 -80.1 +54.9 60 ft -67.5 +622 -65.8 +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 z Fr) 0 0 v m REMARKS NIT ISSUE REVISE FOR 07 FBC DRWN CL TSB CHKD FLB FLB EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) • Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft \ -622 -59.8 -58.0 -58.7 -55.8 -54.6 -53.8 -53.1 -52.5 46. +452 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.8 16 ft 53.1 +47.1 -60.6 - 58.8 +45.9 +45.0 -57.5 +44.3 -56.3 +43.7 - 55.4 +43.3 - 54.6 +42.9 -53.9 +42.5 -532 +42.2 18 ft -84.6 +48.3 - 62.1 -60.3 +47.0 +46.1 -58.9 +45.4 -57.8 +44.8 -56.8 +44.3 -55.9 +43.9 -552 +43.6 -54.5 +432 20 ft -66.1 +49.4 -63.5 -61.6 +48.1 +47.1 -602 +46.4 -59.0 +45.8 - 58.1 +45.3 -572 +44.9 - 56.4 +44.5 -55.8 +44.2 22 ft -67.4 +50.4 -64.8 -62.9 +49.0 +48.1 -61.4 +47.4 -602 +46.8 -592 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 -66.0 -64.1 +49.9 +49.0 -62.6 +482 -61.4 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -69.8 +522 - 67.1 -65.1 +50.8 +49.8 -63.6 +49.1 -62.4 +48.4 -61.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft -70.9 +53.0 - 882 -662 +51.6 +50.6 - 84.6 +49.8 -63.4 +492 -62.3 +48.7 51.4 +482 50.6 +47.8 -59.9 +47.4 30 ft - 72.0 +53.8 -692 -67.1 +52.3 +51.3 55.6 +50.6 - 64.3 +49.9 - 632 +49.4 - 62.3 +48.9 -61.5 +48.5 -60.7 +48.1 32 ft -73.0 +54.5 -70.1 -68.1 +53.1 +52.0 -66.5 +51.3 - 652 +50.6 -64.1 +50.1 53.1 +49.6 -82.3 +492 -61.6 +48.8 34 ft -73.9 +552 -71.0 -68.9 +53.7 +52.7 -67.3 +51.9 58.0 +51.3 -64.9 +50.7 -64.0 +50.2 -63.1 +49.8 -62.4 +49.4 36 ft -74.8 +55.9 -71.9 -69.8 +54.4 +53.3 -68.1 +52.5 56.8 +51.9 -65.7 +51.3 -64.7 +50.8 -63.9 +50.4 -83.1 +50.0 38 ft -75.7 +56.5 -72.7 - 70.6 +55.0 +54.0 -68.9 +53.1 -67.6 +52.5 -68.5 +51.9 - 65.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -76.5 1 +57.1 -73.5 -71.3 +55.8 +54.5 -69.7 +53.7 -68.3 +53.0 - 672 +52.5 - 662 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77.3 +57.7 -742 -72.1 +562 +55.1 -70.4 +54.3 -69.0 +53.6 -67.9 +53.0 -66.9 +52.5 -66.0 +52.1 552 +51.7 44 ft -78.0 +58.3 -75.0 -72.8 +56.7 +55.7 -71.1 +54.8 -69.7 +54.1 -68.5 +53.5 - 67.5 +53.0 - 66.6 +52.6 55.8 +522 48 ft -78.8 +58.8 -75.7 -73.5 +57.3 +582 -71.8 +55.3 -70.4 +54.6 - 692 +54.0 -882 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -76.3 -74.1 +57.8 +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 50 ft -802 +59.9 -77.0 -74.8 +58.3 +57.2 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 - 69.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -80.8 +60.4 -77.6 -75.4 +58.8 +57.6 -73.6 +56.8 -722 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -882 +54.0 ft -81.5 +60.8 -78.3 -76.0 +592 +58.1 -742 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.8 +54.9 -88.7 +54.5 56 ft -82.1 +61.3 -78.9 -76.6 +59.7 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 - 70.1 +55.3 -69.3 +54.9 ft -83.3 +622 -80.0 -77.7 +60.6 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +58.6 -71.1 +56.1 -70.3 +55.7 DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDMONS, HIGHUGHTNG, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMRTED AND INVALIDATE OUR CERTWICAIIO N. WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: L TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp1 = +/ -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 (lm). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ®I ® I- 1 ELEVATION 1 WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT IS C ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 Pm: (954)354 -0660 FAX :(954)354 -0443 WWW.ENGEXP.COM CERT OF AUTH #8885 MIAMI SHORES BUILDING DEPARTMENT ` PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address:1053 NE 95 ST MIAMI 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 08- 0117.11 +70 -75 +46.5 -62.2 351/4 x 501/2 NO NO YES 2 .l, 4, 4, ,1, 4, J, 37 x 501/2 .1, .1, .1, 3 .1, .I, ., 4, J, .L 4, 4, 4, .1, 4 4, .I• 4, .1, ,f, 4, 351/4 x 501/2 4, .l, .1, 5 .I, 10- 0504.05 +80 -80 4, -50.4 19 x 501/2 J, .1, .1, 6 .1, 08- 0117.11 +70 -75 4, 4, 37 x 381/4 4, 4, 4. 7 .1, 11- 1013.10 +80 -80 .1, .l, 31 3/4 x 50 3/8 4, 4, .l, 8 4, 4, 4, .l, 4, 4, 37 x 381/4 4, 4, 4, 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 _' CUSTOMER'S NAME 111A - UliAbRAM SHEET FHA LEAD NUMBER TYPE OF PROPERTY \- \OS k1©OW. MEASURING TECH VA.. % I rc�c1 ROOF HEIGHT FLOOR ER MEASURE DATE 1Z, 10 1-2,/ Z7 % l TOTAL # OF FLOORS BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW -701" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 8 of 8, dated 7/14/03, with last revision "C" dated 03/31/10, prepared by PGT Industries, signed and sealed by Anthony L. Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08- 1112.10 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 10- 0504.05 Expiration Date: February 19, 2014 Approval Date: September 22, 2010 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 8 of 8, dated 7/14/03, with last revision "C" dated 03/31/10, prepared by PGT Industries, signed and sealed by Anthony L. Miller, P.E. B. TESTS "Submitted under NOA # 08- 1112.10" 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and Test Report No. FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification calculations, complying with FBC -2007, dated 08/18/10, prepared, signed and sealed by Anthony L. Miller, P.E. "Submitted under NOA # 08- 1112.10" 2. Anchor verification, comparative and structural analysis, dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 3. Glazing complies w/ ASTME-1300- 02/04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 08- 1112.10" 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB ", expiring on 12/11/2010. F. STATEMENTS "Submitted under NOA # 08- 1112.10" 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports. ve5/500 E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No 10- 0504.05 Expiration Date: February 19, 2014 Approval Date: September 22, 2010 NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE: A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 6 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E1300 -02, 3— SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM ET 300 -02, 3— SECOND GUST. 3. ANCHORAGE: THE 33 -1/35 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. LOAD DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C -90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850, NOA: 07- 0425.01 (ULTRACON), 03- 0225.05 (CRETE — FLEX), ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION, ADM -2005 ALUMINUM DESIGN MANUAL. 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPUED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING /FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. Rayed By: J.R. Raved Btr. F.K. DA bate: 6° MAX. A 44 -1/4" VISIBLE LIGHT IF-BI" -1 45 -1/4° VISIBLE LIGHT 12 -7/8" 5" MAX. MAX. 1 O.C. 98 /4° FIN TO FIN L 12 -7/8" MAX. 48° FLANGE I� TO FLANGE �B 92 -1/4" VISIBLE LIGHT 96° FLANGE TO FLANGE 93 -1/4" VISIBLE LIGHT D148" 50 1/4° FIN TO FIN - -� TYP. FLANGED FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) NOA DRAWING TABLE OF CONTENTS GENERAL NOTES 1 ELEVATIONS, FLANGED 1 ELEVATIONS, INTEGRAL FIN 1 GLAZING DETAILS 2 DESIGN PRESSURES, FLANGED2 DESIGN PRESSURES, FINNED2 INSTALLATION, INTEGRAL FIN 3 CORNER ASS'Y, INTEGRAL FIN3 INSTALLATION, FLANGED 4 CORNER ASS'Y, FLANGED 4 INSTALLATION, MISC 5 ANCHORAGE 6,7 EXTRUSION PROFILES 8 PARTS UST 8 (TESTED UNIT) OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. 11f — WIDTH --I11 WIDTH Tr 1 1- - WIDTH — 1 T I+ WIDTH —�-1 TI - - rI I� WIDTH �I WIDTH —�I I+ WIDTH +I I� WIDTH -'i F.-- WIDTH �{ T -1 TI/ \I T `-" -1 1 W 11 3/31/10 Dabx 4/4/07 Data Revisions C 8 Rermia w INFORMATIONEFFORWLARGEREWINDOWS ,ION TO INCLUDE CHG. NOTE 2 TO REF. ASTM £ 1300 -02 AND REVISE ANCHORAGE NOTE 3. Dmn By Data F.K 711410.9 CtmM24 By1m,te 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ELEVATIONS AND NOTES ALUMINUM PICTURE WINDOW, IMPACT sab /made: Ismic seta mm mg Ru PW-701 I NTS 1 t, 8 42594 PRODUCT' REVISED as colnidYinti d4 the Melds Hadidits Code Acceptioes Nod.0! -"S rF� /L'I G1i IN `ttttit1111,,, Z'� 4k se iL •L;" i ,v).:i.je ". '61: A. Lynn Miller, P.E. P.E.# 58705 Fin and Flanged Windows Maximum Design Pressure ( +1- Psfl 1 ,/ 7 /19 Lamb 3 /164- .090PVB•3/16HS 7/16 Let OS 3/16HS- 7/16AIR -3/16A - A90PVB- 3/1915 "A" or "8' Dimension On) Cr). 30 38 42 48 54 60 87.876 E . i a m 36 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 ® 80.0 80.0 80.0 80.0 80.0 71.1 71.1 84.0 67.875 80.0 80.0 80.0 80.0 80.0 71.1 64.0 62.1 72 80.0 80.0 80.0 80.0 79.3 71.1 64.0 76.8 80.0 80.0 80.0 80.0 75.0 70.0 64.0 84 80.0 80.0 80.0 74.3 68.3 63.8 88.3 80.0 80.0 80.0 73.5 67.4 62.5 98 80.0 80.0 77.2 64.7 58.2 109.7 80.0 80.0 72.3 58.3 120 80.0 80.0 70.4 128 80.0 80.0 70.0 145 80.0 80.0 Fin Flanged Windows Maximum Maximum Design Pressure (+/` Psi) �A" 7 /161m. k 3/16HS- .090PVB- 3/S6H3 7/16 Land IG:3/16HS- 7/16416- 3 /1606 - .09OPVB- 3/1615 or "B" Dimension (in) 24 30 38 42 48 54 60 67.875 I"B° or "A' Dimension on) 38 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60 80.0 80.0 80.0 80.0 80.0 71.1 71.1 64.0 67.875 80.0 80.0 80.0 80.0 80.0 71.1 64.0 62.1 72 80.0 80.0 80.0 80.0 80.0 71.1 84.0 76.8 80.0 80.0 80.0 80.0 80.0 71.1 84.0 84 80.0 80.0 80.0 80.0 80.0 71.1 85.3 80.0 80.0 80.0 80.0 80.0 71.1 98 80.0 80.0 80.0 80.0 80.0 1139.7 80.0 80.0 80.0 80.0 120 80.0 80.0 80.0 128 80.0 80.0 80.0 145 80.0 80.0 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32F 1. 2. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 7/16" LAMI GLASS NOMINAL 3/16' ANNEALED OR HEAT 060' DUPONT BUTACITE OR STRENGTHENED GLASS I N MAXIMUM 3/18" HEAT STRENG7HENEO GLASS 0 0O 21 ��y 11/18' N � -II GLASS /16 BITE NOM. O 8- 0 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 7/16' LAMI GLASS NOMINAL 7/16" AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED CLASS 1 -1/18" LAMI GLASS NOMINAL 090° DUPONT BUTACRE OR S#FLEX KEEPSAFE MAXIMUM P42 INTER LAYER } 18' HEATED 01 55 "A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. "B" DIM. - - -►� DIM. L - /16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME NTEGRAL FIN FRAME SHOW "B" DIM. Fa8FMlcrit=VI1D ° complythwahn apart& libildiog Code itAxeptaixe No looks .. /1 • OZ� 7D/¢ .'Slli'r' Revad Iy J.R. 3/31 70 Revlebns C INFORL 77MA COMPLETE LARGER REORGANIZATION TO INCLUDE Hared Ey- F.K. Date: 4/4/07 Raved HP Dote: NO CHANGE THIS SHEET Revisions: Oro= By Dale: Cheeke4 *Oats: RK 7/14199 070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Davalpdma GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT Seas/M"det 9orlm PrK701 NTS Sheet 2 of 8 01,040 Ne 42594 0 11511111111/// * • Ho. 58705 , O'• iii 1e : '1,% '• STAf OP i Z: '4 SSIONAL 1`7` A.lLynn1LlMor1P.E. P.E.# 58705 INSTALLATION DETAILS FOR FINNED FRAMES 2% WOOD BUCK OR FRAMING .131° (1/81 X 2 -1/2° NAIL, WITHIN 2° OF CORNERS AND 5° 0.0. 2X W000 BUCK OR FRAMING .375° MIN. EDGE DISTANCE .131° (1/8") X 2 -1/2' NAIL, —1 .375° MIN. WITHIN 2° OF EDGE DISTANCE CORNERS AND 5" 0.C. MAX. WINDOW HEIGHT MAX. VISIBLE IGHT OPENING INTERIOR SEE ANCHOR GUIDELINES, SHEET 6 1 3/8° MIN. EMBEDMENT 1/4" MAX. SHIM f_, SHEET 6 2X WOOD BUCK SEE OR FRAMING VERTICAL SECTION D —D 1/4° MAX. SHIM ill 1/4" MAX. SHIM —aI r.— 2X WOOD BUCK OR FRAMING O® SGUIDELINES, 11011,11.1111111111 .1 IMI SHEET 6 ® O INTERIOR 0 90° CORNER ASSEMBLY NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 6. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Remise! By DM= Revietmut COMPLETE REDRAW AND REORGANIZATION 70 INCLUDE J.R. 3/31/10 C INFORMATION FOR LARGER WINDOWS. and By Doti Rwkbnx 18 OR® 8.® 21 MAX. VISIBLE LIGHT OPENING MAX. WINDOW HEIGHT HORIZONTAL SECTION C —C JXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 1 -3/8° MIN. EMBEDMENT mg By brawn By FJC Rote: Rota 7/1403 Rowlett.= Chetked 070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.D. BOX 1529 NOKOMIS, FL 34274 ktT pDarn INSTALLATION, FINNED FRAME ALUMINUM PICTURE WINDOW, IMPACT Ser.B/Made): Scolc SImt Drawing P*701 NTS 3 a 8 4259-4 INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU 1X WOOD BUCK 1/4° MAX. SHIM MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING INTERIOR SEE ANCHOR GUIDELINES, SHEET 6 SEE ANCHOR GUIDELINES, SHEET 6 1/4° MAX. SHIM 2X WOOD BUCK OR FRAMING VERTICAL SECTION B —B SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE, SHEET 7 OR 1.5 KSI MIN. CMU SEE ANCHOR GUIDELINES, —.- SHEET 7 1X WOOD BUCK 1/4° MAX. SHIM 1/4° MAX. SHIM — SEE ANCHOR GUIDELINES, ©® SHEET 6 ,; III1111111I�,M� INTERIOR 16 OR® 0-8 27 90° CORNER ASSEMBLY MAX. WINDOW HEIGHT HORIZONTAL SECTION A —A MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 °. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHEET 6 Rayed J.R. 3/31/10 "MX". INFORMATION EFFORWLARGERNEWINDOWS.TtON TO INCLUDE Ran By. Dote: ReYmione: Rase By: Oat= Baku FJC 7/14/73 1 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Dasoriptiere INSTALL477ON, FLANGED FRAME ALUMINUM PICTURE WINDOW, IMPACT SalmNMd: P•7O1 SoLa IShaet NTS I 4 0 8 00550 Na 4259-4 PROIXMIEVffiED at complying with the Ranh Amps=No / / .t¢.OS Expretoo Ety Mind Praline Oxon, Division `,1111111111// „zte. 1G£NSE * : 140. B1 5 7 ,off ,,, .••,,,. „. '” SSIONA - A. Lynn Miller, P.E. P.E.# 58705 MISC INSTALLATION DETAILS FIN FRAME WITH FIN REMOVED 1 3/8" MIN. EMBEDMENT SEE ANCHOR GUIDEUNES, SHEET 6 INTERIOR 1/4" MAX. SHIM 2X WOOD BUCK OR FRAMING EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE #12 STEEL SELF — DRILLING SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) 1/8° NOM. MIN. It;ijjj % EXTERIOR, DADE APPROVED MUWON (SEE SEPERATE NOA) ALUMINUM: 6063 —T6 MIN. .125° MIN. WALL THICKNESS FLANGE FRAME (OTHER FRAMES SIM.) ALUMINUM MULL SUBSTRATE FIN FRAME WITH FIN REMOVED SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR IX WOOD BUCK 1/4" MAX. SHIM SEE ANCHOR" GUIDELINES, SHEET 7 #12 STEEL SELF —DRI W NG SMS (05) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) FIN FRAME WITH FIN REMOVED SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR ' GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 LMIN. CONCRETE KSI PER ANCHOR TYPE, OR 1.5 KSI MIN. CMU SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME (OTHER FRAMES SIM.) 1X WOOD BUCKSTRIP •--s� 1/4° MAX. SHIM 1/8" NOM. MIN. EXTERIOR METAL FRAMING A36 STEEL: Fy =36 KSI MIN. .125° MIN. WALL THICKNESS 1 -3/8" MIN. EMBEDMENT EXCLUDING POINT (j12 STEEL SELF — DRILUNG SMS (05) USE SAME ANCHOR QUANTITY, SPACING & EDGE DISTANCE AS #12 STEEL SCREW (SHEET 6) EQUAL LEG FRAME (OTHER FRAMES SIM.) DIRECTLY TO MASONRY 1/4° MAX. SHIM 2X WOOD BACKER EXTERIOR FULL — LENGTH, WOOD BACKED STEEL STUD ALL GAUGE THICKNESSES (ATTACHMENT BY OTHERS) #12 STEEL SELF — DRIWNG SMS (05) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) FLANGE FRAME FLANGE FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) STRUCTURAL STEEL SUBSTRATE STEEL STUD /WOOD SUBSTRATE NOTES 1. USE ONLY ANCHORS USTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2, WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 ". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTAIIFR DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Reved By: J.R. Date: Raved By: Rend By: Drawn By F.K SEE ANCHOR GUIDEUNES, SHEET 7 INTERIOR 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL 1/4° MAX. SHIM STEEL STUD Fy =33 KSI MIN. 18 GA MIN. FLANGE FRAME (OTHER FRAMES SIM.) STEEL STUD SUBSTRATE 3/31/10 Revision: C NOFORMATIONEFFORwLARGEREORGANIZATION INt TO INCLUDE Revisions Revisions Checked 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 INSTALLATION, FINNED FRAME 1i= ALUMINUM PICTURE WINDOW, IMPACT senes/umek P8'701 Scotts NTS Sheen 5 at 8 DrawingN 42594 FBaninct>asvlsEct ByawLherFlmY. 14 Aeceptsioe No Ore / ``11111111114,. ,* • wt.58106 .14 10 ... �. f11151111 A Lynn Miller, P.E. P.E.g 58705 Head, Sill and Jamb Anchor Quantities Into Wood or Metal (Anchor Types 1-4) Anchor Description Anchor Type \ "A" or "S" Dimension On) 24 30 36 42 48 54 60 87.876 Anchor Lxetlon` 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 S' N 1 it is 114" Steel Ultrecon Jamb 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 HeadJSIII 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 5 5 6 5 6 5 8 6 6 6 7 6 7 8 Jamb 4 4 5 4 5 4 5 4 5 5 6 5 5 5 8 5 5 5 6 5 5 5 8 5 5 5 6 5 5 5 6 5 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 6 5 6 5 8 6 7 8 6 8 7 6 7 7 8 7 60 Jamb 5 5 8 5 8 5 8 5 6 6 6 8 6 6 7 8 6 6 7 8 7 8 7 8 7 6 7 6 7 8 7 8 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 8 5 8 8 7 8 7 8 7 8 8 7 8 7 87.875 Jamb 6 8 7 6 7 8 7 8 7 8 7 8 7 7 8 7 7 7 8 7 7 7 8 7 8 7 8 7 8 7 8 7 Head/SOI 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 8 5 8 8 7 8 7 8 7 8 8 7 8 7 Jamb 8 8 8 8 7 8 8 8 7 7 8 7 7 7 8 7 7 7 9 7 8 7 9 7 8 7 9 7 Head/S111 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 8 5 6 8 7 6 7 8 7 8 78.8 Jamb 7 7 8 7 8 7 8 7 8 7 8 7 8 8 8 8 8 8 9 8 8 8 9 8 9 8 9 8 Head/$91 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 8 5 6 6 7 6 7 6 7 6 84 Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 8 5 6 8 7 8 85•3 Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 6 6 8 7 8 98 Jamb 8 8 10 8 9 8 10 8 9 9 10 9 9 9 10 9 9 9 11 HeadISilI 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 8 5 1119.7 Jamb 9 9 12 9 10 9 12 9 10 10 12 10 10 10 12 10 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 9 Width and Height dimensions maybe reversed to locate anchor quantities on the table. If so, the Head /Sill and Jamb rows must also be reversed so that the longer dimension gets the most anchors. Head/S01 120 Jamb 10 10 13 10 11 10 13 10 11 11 13 11 Head/S91 2 2 2 2 3 3 3 3 4 3 4 3 128 Jamb 11 11 13 11 12 11 13 11 12 12 13 11 Head/S01 2 2 2 2 3 3 3 3 4 3 4 3 145 Jamb 12 12 15 12 13 12 15 12 Head/Sill 2 2 2 2 3 3 3 3 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145° NOR CAN THE WINDOW AREA EXCEED 32FT2. 2. FOR SIZES NOT SHOWN, ROUND 11E TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS °A° AND "B °) MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. Anchor Type Anchor Description Substrate Min. Edge Distance Min. Embed - ment #12, Steel screw (G5) S. Pine 0.864" 1.375° 1 #12, Steel screw (G5) Stl. Stud, Gr 33 0.324° .048"118Ga 812, Steel screw (05) Alum. 8083 -T8 0.324° 0.125° _#12, Steel screw (G5) A38 Steel 0.324" 0.125° #14, Steel screw (G5) S. Pine 0.984° 1.375° 2 #14, Steel screw (G5) Stl. Stud, Or 33 0.381° .048 ° /18Ga #14, Steel screw (G5) Alum. 6063-76 0.301° 0.125° #14, Steel screw (05) A36 Steel 0.381° 0.125° 3 114" Steel Ultrecon S. Pine 1" 1.375° 114° 410 SS CreteFlex S. Pine 1" 1.375° 4 5/16° Steel Ulbacon S. Pine 1.26° 1.375° A° & °B° DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. "B" DIM. - ►I DIM. L "A" DIM, 1 "B° DIM. Raved sy Rand sy: F.K. Rena By Drawn Br FJC tee: 3/31/10 4/4/07 Dar: 11463 Revision: c OMATINEWENOSON TO INCLUDE INFRMAOFORLARGER WIO Parham= B Rariarone: NEW SHEET Muscled lyUota: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ANCHORAGE, WOOD SUBSTRATE Me ALUMINUM PICTURE WINDOW, IMPACT smbr/ymer. P4Rmr INTS 9.eea moray Rw B a 8 I 4259.4 c 1 •ac®DlrLrgwMheeFiodels Aw,9 Gab Aea�ylmhTs i ai i ,.,0s 'MMIsIF. 11 w1t 11111111, b1l(Lc'i��'. ti�r'`�OBNSE ..* Z. .1( No• `6105 ', ?yP' , .ono * *,+„ ' �'%FSSIONNV0O`. A. Lynn 14illli),1P.E. P.E.# 58705 ead, Sill and Jamb Anchor Quantities Into Masonry (Anchor Types 6 -7 Anchor Description Substrate Anchor Type °A° or °B" DImenelon (in 24) 30 38 42 48 54 80 87.876 Anchor Location' will 416 7 5 6 7 5 6 7 5 8 7 6 8 7 5 8 7 5 6 7 5 8 7 I'8' or W Dimension (In) Jamb 4 3 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 Head/SAI 2 2 2 3 3 3 4 4 3 5 5 4 5 5 4 6 6 5 8 6 5 7 7 6 Jamb 5 4 4 6 5 4 5 5 4 8 6 6 8 5 5 8 5 6 8 6 5 6 5 5 Head/SIII 2� / 2 2 3 3 3 4 4 3 5 5 4 8 5 5 7 6 6 7 8 6 8 7 7 OJamb r 6 `5 5 8 6 5 8 8 5 7 8 8 7 6 8 7 8 8 7 6 6 7 8 6 Head/Sill 104 2 2 3 3 3 4 4 3 5 5 4 8 5 5 7 8 6 7 8 8 8 7 7 67.876 Jamb 7. 6 6 7 6 6 7 7 8 8 7 7 8 7 7 8 7 7 8 7 7 8 8 7 Heart/Sill 2 2 2 3 3 3 4 4 3 6 5 4 6 5 5 7 6 8 7 8 8 8 8 7 72 Jamb 8 6 6 8 7 6 8 7 6 8 7 7 9 7 7 9 7 7 9 8 7 HeadISAl 2 2 2 3 3 3 4 4 3 5 6 4 6 5 5 7 8 8 7 8 6 Jamb 78.8 8 7 7 8 7 7 8 8 7 8 8 8 9 8 8 9 8 8 9 8 8 Head/Si0 2 2 2 3 3 3 4 4 3 6 5 4 6 5 5 7 6 8 7 6 8 84 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 Head/SIII 2 2 2 3 3 3 4 4 3 5 5 4 8 5 5 7 8 8 Jamb 85.3 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 Head/Sill 2 2 2 3 3 3 4 4 3 6 5 4 8 5 5 7 6 8 Jamb 10 8 8 10 9 8 10 9 8 10 9 9 11 9 9 Head /Sill 2 2 2 3 3 3 4 4 3 5 5 4 8 5 6 Jamb 109.7 12 9 9 12 10 9 12 10 9 12 10 10 Head/S111 2 2 2 3 3 3 4 4 3 5 5 4 " Jamb 120 13 10 10 13 11 10 13 11 10 Width and Height dimensions may be reversed to locate anchor quantities on the table. If so, the Head /Sill and Jamb rows must also be reversed so that the longer dimension gets the most anchors. Head/SAI 2 2 2 3 3 3 4 4 3 Jamb 128 13 11 11 13 12 11 13 12 11 Head/Sill 2 2 2 3 3 3 4 4 3 145 Jamb 15 12 12 16 13 12 Head/S111 2 2 2 3 3 3 NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145° AND HAVE AN AREA OF MORE THAN 32FT2. 2. FOR SIZES NOT SHOWN, ROUND .UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. Read By: J.R. DIM. Anchor Type Anchor Description Substrate Min. Edge Distance Min. Embed- ment O1/4° Steel Uitracon Hollow Block 1° 1.25° 1/4" Steel Ultracon 2.7k Concrete V 1.375° 6 1/4" 410 SS CreteFtex Hollow Block 1" 1.26' 1/4° 410 SS CreteFlex 3.35k Concrete V 1° 7 5/18° Steel Macon Hollow Block 1.563" 1.25" 5118" Steel Ultmcon 3.5k Concrete 1.26' 1" "B" °A" & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. DIM. -►I �DIM.--1 "0" DIM. 3/31/10 Revlelene: C COMPLETE REDRAW AND REORGANIZATION TO INCLUDE INFORMATION FOR LARGER WINDOWS. Rend By: F.K. pored By Drawn By F.K Dale: 4/4/07 Reeksteno: B Redslanin NEW SHEET Checked eyikthn 1 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Devoted.: ANCHORAGE, MASONRY SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT Sees/Node: PW-7a1 NTs 8 Drawing No. 42594 c mooucrasverad so amply* lake') Nor& Bandits Cods Asolvmoce No es' A. Lynn Miller, P.E. P.E. g 58705 INTEGRAL FIN FRAME MAT'L: 6063 —T5 DWG NO. 4256A [+- .970" — .975" .050 ° 7/16' LAMI GLASS BEAD 10 MAT'L: 60—T5 DWG NO. 4255 1- 1/16" LAMI I.G. GLASS BEAD MAT'L: 6063 —T5 DWG NO. 4254 INSTALL. FASTENER COVER 1s MAT'L: 6063 —T5 DWG NO. 4224 1.875° .062° .094° .500° .052" 2.784" — FLANGED FRAME O DWG NO. 4253 ITEM DWG # PART # DESCRIPTION 1 4256A 64256 Integral fin frame head, sill & jamb 2 4253 64253 Flanged frame head, sill & jamb 7 1155 781PQX #8 x 1 Quad PH SMS stainless steel 8 Schnee - Morehead SM5504 acryl -r narrow joint sealant or 10 4255 64255 7/16 lams glass bead 11 4254 64254 1-1/16 lami I.G. glass bead 12 1224 6TP247 Vinyl bulb weatherstrip (thick) _13 4224 Installation fastener cove 14 Dow Coming 899 glazing sealant or equivalent 15 Dow Coming 995 silicone structural sealant, black 17 7/16" Iami glass: 3/16" annealed - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 18 1 -1/16" Iami I.G. glass: 3/16" heat strengthened outboard - 7/16" airspace - 3/16" annealed - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 20 4262 64262 Architectural corner key 21 7116" Iami glass: 3/16" heat strengthened - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 22 1 -1116" Iami I.G. glass: 3/16" heat strengthened outboard - 7/16" airspace - 3/16" heat strengthened - .090 DuPont Butactte or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened Rend ey: J.R. Reese ey: Date: 3/31/10 ReviWane: C Revlelpire: INDFORMAPONEFO WLARGER WINDPwa TION TO INCLUDE Rend Br Oahu .b,o n Sy FJC 7/14104 Revisions: Lheeked game: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 n Wen: EXTRUSION PROFILES &.PARTS UST .ff/iLUMINUM PICTURE WINDOW, IMPACT Sweet/Nadel: PW-70! Scan NTS [Sheet 8 a 8 I nand _42594 C PHOPUC (REVISED &adios Code 10 0 6 BY /"t DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County PERA- Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (in Miami—Dade County) and /or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH 700" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact', sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami—Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11 -0405.10 and consists of this page 1, evidence pages E -1, E-2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 S.W. 26'" Street, Room 208 Miami, Florida 33175-2474 T (786) 3152590, F (786) 315 -2599 www.mtamldade.gov /pera/ . ,. APPROVED UNTY NOA No. 11- 1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on:1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 2. Test reports on :1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4958 and FTL -5063, dated 10 /03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 3. Test reports on:1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 4. Test reports on:1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4649 and FTL -4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) E -1 Ja me D. Gas i , P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on:1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4947 and FTL -4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05- 1018.01) 4) Test reports on:1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FI3C, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4948 and FTL -4646, dated 08/10/05, both signed and sealed by Edniundo Largaespada, P. E. (Submitted under previous NOA No.05- 1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300 -04 (Submitted under previous NOA No.11- 0128.03) D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to E,I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers dated 05/05/2011, expiring on 05/21/2016. E--2 Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11- 1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC -2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL -4958, FTL -5063, FTL -4645, FTL -4649, F1`L- -4723, FTL -4947, FTL -4650, FTL -4948 and FTL -4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmund() Largaespada, P. E. (Submitted under previous NOA No. 07- 0322.06 and 05- 1018.01) G. OTHERS 1. Notice of Acceptance No. 11- 0405.10, issued to POT Industries for their Series "SH -700 Aluminum Single Hung Window — L.M.I. ", approved on 04/21/2011 and expiring on 03/23/2016. E -3 . } Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16° LAMI CONSISTING OF (1) LITE OF 1/8"ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16' LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716° LAMI CONSISTING OF (1) UTE OF 3/16' ANNEALED GLASS AND (1) UTE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16' LAMI CONSISTING OF (2) UTES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 0.13/16" LAMI IG: (1) UTE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. A H. 13/16° LAMI 13: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5113° LAMI CONSISTING OF (1) UTE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1. 13118° LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI 10: (1) LITE OF 1/8° TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/18' LAMI 10: (1) LITE OF 1/6" TEMPERED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) UTE OF 3/18° ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13/16" LAMI 10: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ®M. 13/16" LAMI 10: (1) LITE OF 1/8° ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX° (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL -4645, FTL -4846, FTL- 4647, FTL -4648, FTL-4849, FTL -4850, FTL -4651, FTL -4723, FTL -4957, FTL -4958 AND FTL -5083. ANSI /AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY RN HURRICANE ZONE (HVHZ). NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 NORM. SECTIONS5 PARTS UST. „. 6 EXTRUSIONS .................„ 7 CORNER DETAIL7 ANCHORAGE 8-11 J.J. Oda 1/11 Radstaav 2010FSCUPDATE Rend* Rader F.K amansF FJG amm 044711 Dam 1113/00 91,55 Rmiaam: C Ralston: B omm,mex J.J. CHANGED OAP GLASS TYPE TO TEMPERED FROM HS CHANGE NOTES 3 & 7. ADD NOTE 9.. ADD GLASS TYPE Al TO NOTE 1`GLAZWNG OPTIONS craw11 17DTECHNOLOGY DRIVE NOKOMIB, FL 34270 P.O. BOX 1629 NOXOMIB, FL 94274 13 GT Vir bb Better GENERAL NOTES a2a ALUM. SINGLE HUNG WINDOW, IMPACT B Baia same 811700 I NTS I 1 a 11 aananma 4040 -20 1673 PRODUCT REVISED as wmplylag with dos Florida Budding coda No 1/2° NOM. GLASS BITE 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 8/16° NOM. 5/16" LAMINATED GLASS 1/2° NOM. GLASS BITE ® NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16° WITH NO CHANGE IN DESIGN PRESSURE. EXTERIOR INTERIOR (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 7/18° LAMINATED 7/16" LAMINATED GLASS 1/2° NOM. GLASS BITE 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6/16° LAMINATED AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS 13/16° NOM. 13/16" LAMI 10 GLASS W/6/16" LAMI 3/18° ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 1/8" TEMPERED GLASS 13/16° NOM. GLASS W/ 7/16" LAMI Rost nix J.J. oam; 10/07111 Hmiek°c D NO CHANGES THIS SHEET Wet 04101/11 Rations CHANGED CAP GLASS TYPE TO TEMPERED FROM HS bats 11/19/08 Oft AI5 B J.J. aseord sr, ADD ITEM 82 TO SHSL M1 LG. GLASS (AAA) B LAMI IG NOTE 2/2s/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL84270 P.O. 89X 1828 NOKOMIS, FL 84274 GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT 8M00 I Fu /! 12 m 11 l 4040 -20 f D PRODUCT REVISED os complying with the Florida Budding Coda AccaplanceNo " I, Product Contra LYNN * . 00.657°5 cer. • '• 9SA "Op.''Ui�� FLOS.... - ' %FSSIONA�.s %\ A. L' MGMMILLLIl P.E. FL P.E.# 68705 1/1 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS WI HIGH SILL OPTION ® TABLE 1. TIP - TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 83" 56" 68" 70" 72" 74" 76" 48" A,B,M +80,0 - 80.0 80.0 -80.0 +80.0 •80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 60" A,B,M +80. .0 +80.0 -80.0 +80.0 80.0 +80.0 -80.0 +80.0 40.0 +80.0 -80.0 +79.0 -79.0 82" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +76.9 -75.9 83118" A,B,M +80.0 -80.0 +80.0 -80.0 +79.8 -79.8 +78.2 -78.2 +76.9 -76.9 +78.4 -75.4 +74.0 -74.0 UPTO631/8" C,D,E,F,O,H,LJ,K,L +80.0 - 80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL. FIN WINDOWS WI HIGH SILL OPTION ® TABLE 2. TIP - TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 36 3/8" 44" 60 6/8" 63" 72" 74" 76" 48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 40.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 60" A,B.M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 62" A,B.M +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.0 -67.8 631/8" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.0 -76.0 +88.0 -88.0 +88.7 •68.7 +85.6 -85.6 UP TOO 1/8" C,D,E,F,G,H,I,J,K,L +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 •70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL PIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH w 78" FLANGED AND 76" INTEGRAL FIN) ��WIDTH GLASS TYPE 17 1/8" 2211/16" 28 3118" 33 314" 39 8/16" 4413/18" 60 318" 6515/16" +60.0 -80.0 I +80.0 1 -60.0 l +80.0 1 -60.0 I +80.0 -80.0 I +70.0 1 -70.0 I +70.0 1 -70.0 I +70.0 1 -70.0 I +70.0 70.0 63 118" D,E,F,J,K,L TABLE 3 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - (1/8'A,.080,1/8°A) FTL- 4847, 4848, 4723, 4967 B. 6/16° LAMI - (116°A,.090,118"HS) FTL- 4847, 4848 C. 5/16" LAMI - (1 /8"HS,.090,1l8"HS) FTL -4847, 4648 D. 7/18° LAMI - (3/16 "A,.090, 3/16°A) FTL- 4845, 4885 E. 7116" LAMI - (3116"A,.090, 3118°HS) FTL -4846 F. 7/16" LAMI - (3/16'H$,.090, 3116"HS) FTL -4846 0. 13/16" LAM110 -1/8" T, AIR SPACE, 6/18" LAMI - (118°A,.090,116"A) FTL -4846, 4723 H. 13/16" LAMI 10 -1/8° T, AIR SPACE, 5/16° LAMI - (1 /8"A,.090,1 /6"HS) FTLr4648 I. 13/10" LAMI 10 -1/8" T, AIR SPACE, 6/16" LAMI - (1/8"/18,.090,1/8 "H8) F1L -4648 J. 13/16" LAMI 10 -1/8" T, AIR $PACE, 7/16" LAMI - (3/16"A,.090, 3/16 "A) F1L- 4849, 4850 K. 13/16" LAMI K3 - 1/8" T, AIR SPACE, 7/16° LAMI - (3/18"A,.090, 3/16 "HS) F9L- 4649, 4650, 4958 L 13118° 0 3/18 "HS) FTL- 4849, 4650 . 13/16° 'AMID - 1/8"A, AIR SPACE, 6/16" LAMI - (1/8 "A,.080, 1/WA) FTL -5063 "0" MEETING RAIL "X" "0" MEETING RAIL °X" NOTES: 1 . WINDOWS W I T H THE L O W SILL OPTION ARE LIMITED T O S I T N E DESIGN PRESSURE OF +84.0 PSF 0 R AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1° FROM THE FLANGED TIP- TO-TIP FRAME DIMENSIONS. A 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 128/8" MINIMUM TO 38" MAX MUM. PRODUCTRE REAMED as oump,r Bultain6 Cede pta No - p p,� Swift xaw SWket J,L 10/07/10 D NO CHANGES TH18SHEET Swett Oaf Batas JJZ 04!01/11 C CHANGED CAPMAW TYPE TO TEMPERED PROM H8 Swett few Svmoou ro>a81ME13oanREMOVE8TD IEtYSASHHTREF rnetKa .FJC 11/19/ 8 �CU$ TOMFORMATOPBA00181 :F91.UPDATETESrNOS feu Ctordader we FJG 81006 J.J. 268I07 Drw,et 1WOTECHNOLOGY DRIVEL NOKOEAB, FL 84216 P.O. BQX 1629 NOKOMIS, FL 84ga le GT Virfbly Rater DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW, IMPACT 81000 1 NTS 13 a 11 , ox•4040 -20 I D �ttuut /,, * •' No. 58105 �-fl•'. 4010 Q :•2�� l3TA 10"N'.t A. LYI4f�'SI/.etll, P.E. FL P.E.# 58705 SEE DLO TABLE L SEE DLO TABLE (MAX.) L 531/8° MAX. FLANGED WIDTH® 521/8" MAX. I.F. WIDTH 176° MAX. I.F. TA DPI HEIGHT SEE DLO TABLE 38 7/18" MAX. SASH HEI HT 7® FLANGED HEIGHT 481/4° MAX. VENT DLO (ALL) DETAIL A 1/1 B SEE DLO TABLE P SEE DLO ,TABLE X j B DETAIL D VIEW (CUSTOM SASH) J 7S' MAX. I.F. HEIC T ® SEE DLO TABLE 76" MAX. FLANGED HEIGHT 20° SASH HEIGHT Q SEE DLO TABLE X j 75° MAX. A I.F. HEIGHT ® MAX. FLANGED HEIGHT SEE NO 4 DETAIL B VIEW (STANDARD SASH) SEE DLO TABLE 76" MAX. I.F. E� HEIGHT 78° MAX. FLANGED HEIGHT 20° SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. A 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. SEE DLO TABLE SEE DLO TABLE 76° MAX. I.F. HEIGHT ®MAX. FLANGED HEIGHT SEE NO 4 DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL X49 6/8° MAX. FIXED DLO (ALL) O j x j 531/8° MAX. FLANGED WIDTH® 521/8" MAX. I.F. WIDTH 176° MAX. I.F. TA DPI HEIGHT SEE DLO TABLE 38 7/18" MAX. SASH HEI HT 7® FLANGED HEIGHT 481/4° MAX. VENT DLO (ALL) DETAIL A 1/1 B SEE DLO TABLE P SEE DLO ,TABLE X j B DETAIL D VIEW (CUSTOM SASH) J 7S' MAX. I.F. HEIC T ® SEE DLO TABLE 76" MAX. FLANGED HEIGHT 20° SASH HEIGHT Q SEE DLO TABLE X j 75° MAX. A I.F. HEIGHT ® MAX. FLANGED HEIGHT SEE NO 4 DETAIL B VIEW (STANDARD SASH) SEE DLO TABLE 76" MAX. I.F. E� HEIGHT 78° MAX. FLANGED HEIGHT 20° SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. A 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. SEE DLO TABLE SEE DLO TABLE 76° MAX. I.F. HEIGHT ®MAX. FLANGED HEIGHT SEE NO 4 DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34 1/2" 34 3/18a B 41 6 /8" 41 1/4" C 41 1/4" 40 7/8" D 52 5/8" 5211/18" E 521/4" 52 5 /16" SASH LOW HIGH DETAIL SILL SILL A 34 1/2" 34 3/16" B 27 7/18" 271/8" C 27 7/18" 271/8" D 18 3/8" 153/4" E 183/8" 15 3/4" TABLE 6. iRtODUCTREVISED as complying with the Florida Building No 1il .1G%lf . tar J.J. eep J.R. FJC meiaep FJC Mite 10107111 04101111 Doe 11/13108 911/08 Rerfelante C ReWslorm 8 NO CHANGES MS SHEET NO CHANGES THIS SHEET ADD INTEGRAL FIN (LF.) VERSION, CHG. NOTES. ADD NOTE4. a.maaep J.J. 2/13107 1070 TECHNOLOGY DRIVE NOKOMIS, PL 84278 P.O. BOX 1828 NOKOMIE, FL 84274 V/sibkr Better ELEVATIONS ALUM. SINGLE HUNG WINDOW IMPACT Saterfflodoll SH700 NTS 4 "" 11 4040 -20 Miami Co_— ``\'o�& i LYNNM '/(4. / /,,. ';*ceNSe' •. 52'7°5 sox o i,,,SS /ON'''''•• A. LY1414 till II1 , P.E. FL P.E.# 68706 h— z.7ea °� INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS. (1)6° FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,16) MAX FIXED UTE DAYLIGHT OPENING 2.710" 7,80R17 713UTSIDE MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A OUTSIDE INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE MAX HEIGHT OUTSIDE MAX. VENT DAYLGHT OPENING 2. "6 HIGH SILL 2. 30 LOW SILL HIGH SILL LOW SILL HEAD JAMB OUTSIDE/ 2.710° AP. FRAME OUTSIDE I oCD 0 0 2330° (LOW SILL) SEE NOTE ABOVE ! SECTION B -B (LOW SILL SHOWN) ULTRALIFT ONLY 2.946° (HIGH SILL) ALTERNATE HIGH SILL ULTRALIFT ONLY PRODUCT REVISED as complying with Wo Florida Building Coda Acceptanc°No SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) RasOBlc J.J. 10!07!70 R NO CHANGES THIS SHEET Rwa48p J.R. FJC FJG Valis 04/07/01 11H8/08 9 1/08 NO CHANGES THIS SHEET ADD I.F. SECTIONS 8 CONSOL IDATE SAL. COMPONENTS 'Paw I 107OTE0}NOLODY DRIVE NOIOMIB. FL 34278 P.O. BQX 1834 NOXOMJ8, FL 34214 PGT Vlstb ly Beaer SECTIONS ALUM. SINGLE HUNG WINDOW, IMPACT sefactidcm arses snem SH700 Half S d 11 m4040 -20 I D 'VW' - Prod Contra -0, * ; No. 567.6 0 tt,4611014 !Luz aaATE 0 � • •• • .. FLOR1�p:�G' A. LY 4JIIIlLt I t 1P E``` FL P.E.# 68705 1 2 3 6 6 7 6 0 10 11 12 13 16 18 17 18 19 21 23 26 26 27 DWG.0 4002A 1166 4003C 1826 4004 4026 4026 4029 DESCRIPTION POW FLANGE FRANC HEAD #8 X 1.000 QUAD PN. SMS FLANGE FRAIVE SILL (LOW SILL) ADHESIVE OPEN CELL FOAM PAD FLANGE FRAM! JAMB SASH STOP SASH STOP (EGRESS) 1.126 LONG SPIRAL BA.ANCE, 318", 818 ", OR 11/16" 812226 781PQA 612228 7PAD1826 612227 812244 812244 1080 BALANCE COVER, 318" OR 618" 00 X.760 PH. PN. ISMS B L NCE BOTT{MBRACKET 1086/1086 SASH TOP GUIDE $8 X 1 PHILLIPS FLAT HEAD 8. Sit 1080 -1 4053 BALANCE OOVER,11/16" SASH STOP COVER 4029 -1 SASH BRACKET #8.32 X 1/2" LG. PH. FH. 'TYPE F 8. STI. 4054C 40080 .1238 109 FIXED mama 4O RAIL. SASH fob RAL WSTP.,.1i10 X.270 BACK, FIN SEAL SWEEP LATCH 1016 16 X.626 PH. FL SMS 6BALCVR916 7834AA 7BALTBKT 42604 78XIFPPX 6BALCVR670 64063 7ULBRKT 7832X12FPFX 04064C 64006 678160 71096 7868 I 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1226 31 4008 WSTP., BULB VINYL SASH BbE RAIL 8TP240 612231 34 1268 38 1022 SASH FACE GUIDE (.AML SETIING BLOCK 3/32" X 26E4" X 1 ° 42601 71622K 36 1062 LAM IG SETTING BLOCK 1 "X3/4" X1/16" 71062K 37 1224 VINYL 01AZ. BEAD BULB (THICK) 38 1225 VINYL GLAZ. BEAD BULB (THIN) 61P247W,K 6TP248K 41 40396 42 40446 44 4222A 46 986C GLAZING ByEAD, 6/16 LAM GLASS. GLAZING km, 8/18 LAN] W/ORIU. KIT GLAZING 813.7118" LAN] 840398 844703 GLAZING BEAD, 7/16" LAN IMGRO.L KIT 64222 8986 46 4087 OLAZNO BEAD,13 /16° LAM] 1.0. 04067 47 4071A FRAME, LF. HEAD 84071 48 4072A FRAME, LF. LOWSILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 60 40748 FRAME, I.F. JAMB 64074 82 4009 SILL LATCH (EGRESS) (LOW SILL) 784009 83 1088 SPRING, SILL LATCH (EGRESS) 7SPRNO d4 2740 68 1014 SILL LATCH (EGRESS) (HIGH alp SCREEN FRAME (HOR. & VER.) 82740 61014 56 1630 SCREEN CORNER OM /RINGS 71630 67 1031 SCREEN CORNER KEY W/OUT RHOS 71831 68 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE -.136 DIA FOAM 61624K ITEM DWG.# DESCRIPTION 60 1638 SCREEN SPLINE - .136 MA. HARD 61036K 61 SCREEN CLOTH 81816 63 606 GLAZING CHANNEL (.688 X.600) 6633402 ea 87 1181 48 X 1.000 PH. BUGLE E TEK GLAZING TME,1/18 X11§ -7/10 LMN 708X1 828iA610 88 4061A SASH BOTTOM RAIL (HIGH SILL) 64061 69 70 80 Si 4050A FLANGE FRAME 81.1. 91101 811.1.) SILICONE, DOW 899, 896 OR EQUIV. A GLASS 6118° LAM], (1/8 "A490 PY8,1/8"P B. GLASS, 9/18" LAMS, (.103.A.000 PV6,i0PR8) 64060 82 C. GLASS, 5/16" LAM, (1/8"18,.060 MBA /8"H8) 83 86 D. GLASS, 7/16" LANG, (118 "A,.090 PP0,1/8 19 E. GLASS, 7/16" LAN], (1/8"A.090 PV13,1/8 °H8) F. GLASS, 7 /16°LAM, (1/8"H8,.090 PNB,1/8°H8) 86 87 88 89 90 0. GLASS, 13/16" LAMA 10;1/8°1; AIR SPACE, 5/16" LAN], (118°.090 PVB,118 l0 H. GLASS, 13/16" LAAI] 10;1/8°T, AIR SPACE, 6/16" LAM, 1/6"A,.090 PV8,1/811S) 1. GLASS, 13/16" Late 10;1/8'T, NR $PACE, 6118" LAM, (1/8118,060 PV13,1 /8"HS) J. GLASS, 13/16" L.M010;1/8'1 AIR SPADE, 7/16" LAIt4, (3116"A.090 PVB,3 /16 %) K. GLASS, 13/16" LAM 10;1/8°11, AI2 SPACE, 7/16" LAM], (3116 "0.080 P/8,3 /16"HS) 91 92 L. GLASS, 13/16" LAW 10;1/8"T, AIR SPACE, 7/10" LANK, (3/16"HS,.090 PVB 3/16118) M. GLASS, 13/16" LAM1 10;1/8 "A AIR EP E, 8/18" LMN, (1 /8 "A 000 P1B,1 "A1 �1 47 FRAME, I.F. HEAD #4071A, 6083-76 FRAME, .F. LOW SILL #4072A, 6083 -T6 .082 NOM THICKNESS 2.374 8 FRAME, F. HIGH SILT., A AK.Ti #4073A, 6063 -T6 .062 NOM THICKNESS FRAME, I.F. JAMB #4074B, 6063-76 (USED AS RADIUS TOP HEAD) PRODUCT REVISED as complying with 0to Flaztdu Banding Code Accapm.■ ce No It Product Contra 1070 TECHNOLOGY DRIVE NOKOE00, PL 84278 P.O. BQX 1828 NOKKONIS.PL34274 PACT Visibly Better DARTS LIST ALUM. SINGLE HUNG WINDOW, IMPACT 81700 I NTS l 6 a 11 I��4040 -20 'RI T O FLANGE FRAME HEAD #4002A, 8083-T6 I ► -2784 .082 1.749 2.710 O FLANGE FRAME JAMB #4004, 808345 (USED AS RADIUS TOP HEAD) .062 2.830 — 2.784^ I O FLANGE FRAME SILL #40030,6063 -T6 k.490 1-1.451-IT OSASH STOP #4025,8063 -T5 It-- 2.279 —.I 21 FIXED MEETING RAIL 28 SASH TOP RAIL #4054A,6063HD -T6A #4006C,6083HS•T8 0 FLANGE FRAME SILL (HIGH) #4050A,6063 -T6 2.330 (LOW) H-1.613H.738 IQI i� 040 OSASH STOP COVER 17 #4053,6063 -T5 ® -I.F. FRAME SEALANT ALONG ENTIRE JOINT n I.F. FRAME SEALANT OR GASKET AT HEAD AND SILL WELD ALONG SCREW BOSS (2) VIEW D-D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION .060 1 .678 1.098 I- ..1 a 41 GLAZING BEAD, 5/16» #40398.6083 -T6 —.1 1.185 71 31 SASHSDERAIL #4008, 6063 -T6 28 SASH BOTTOM RAIL(LOW) #4007, 6083 -T5 68 SASH BOTTOM RAIL (HIGH) #4051A, 6063-T5 1.098HT O GLAZING BEAD 7/16" 1/4222, 6063-T5 .050 1 1.116 I —ry T 46 GLAZING BEAD, 7/16" #8850, 6063 -T5 (USED WI GRILL KIT) .678 .050 1.0981 _T GLAZING BEAD, 5/16" #404413,6063 -T6 (USED W/ GRILL Km .678 050 r+ ^i -1.097 GLAZING BEAD, 13/16" 10 #4087,6083 -T5 amssyr t»a 10/07/f1 Reatak= O NO CHANGES THIS SHEET sr J.R. 04/Of/f1 C NO CHANGES THIS SHEET yea Cam: Bad UPDATE FRAME CORNER ASSEMBLY TO INCLUDE 1.F. FJC f1M3108 B. AND UPC DE ITEM 01 ALLOY. erameo 10aer EteakaLBn catm FJC 9/1/05 J. L ?!23/07 070 TECHNOLOGY DRIVE NOKOMIS, FL 31275 P.O. BOX 1628 NOKOMIS, FL 34274 PST Vitialy Better EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT EMS I Half 1 7 a 11 1 4040 -20 D PRODUCT ROVISBD as complying with Rto Fleridn Cada Accepting() No • ' • o Product Control / 6 O� • .,F.Q is ;; • No. * 05 Ct 1n 1+1 : STATE of �SSIONP A. LYI(IMILL k, P.E. FL P.E.# 58705 ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE: — FOR 111 FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 28.803 34.603 40.803 48.603 52.603 58:603 64.603 76.000 ` p a10NZ 0 U�0 0 2Zp"ON6 p 0 U 0 ,- Z"ON6. U� p U 0 U -z 0 p ON6 U 0 0 pC4 0 p U N U p ONp�� 0 0 0 0 p ONppz 0 0 0 zpp�ON6�� 0 p 0 0 0 0 WINDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G, H,I,J,K,L 1 1- 721171111121111221212222722122r2 1 1 1 1 1 1 1 1 1 _1 1 212 1_ 212 212 1 212 1 212 _1 2J22122�2122132r23 1 1 1 1 1 1 1 1 1 -2-5 1 1 212 1 1 13 1 3F3 1 AB,M 1 112 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 2 111 -15 -25 1 2 212 2 5. 212 2 5. 212 2 2 2 2 -212 -25 2 2 212 2 2 2 2 24.000 C,D,E,F,O, H,I,J,K,L 1 1r2 1 911 1 112 1 112 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 -11.2 212 112 -25 2r2 212 212 212 212 2 2 -25212 212 21.3 25 21331 3 2r2 3 3 AB,M 1 1 1 -Ili 1 1 r 2 1 1 1-12 1 2 1 212 1 1 1 1 5 2 212 1 2 2 1 2 2 1 212 1 2)z 1 1 212 1 1 213 212 1 212 1 -2.5 1 1 1 1 2[2 1 313 1 1 2 1 1 1 212 2 2 2 3 313 32 000 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 -311 2 1 -3T4- 1 1 312 1 1 -35 2 1 -3T4. 1 1 313 1 -14 1 -4T4. 1121122122131 22223122532132122132322 313212333431233343134 1 1 A Z -r- 112 1 1 1 1 1 1 11i 1 2 3 1 1 1 1 1 -25-21.2-2.5 1 2 3 1 1 2 212 2 3 1 2 112 213 212 t13 212 37.000 C,D,E,F,G, H,I,J,K,L 1 2211222213112232322232321221323213233423333435 1 1 1 1 1 2 1 1 2 1 2 2 1 2 1 2 2 1 2 34363J344 2 1 2 ��1 221 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 222231 223232 23 3222323213233423313314313314353344 40.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 -25-1 2 12 2 42 2 -25 2 -25 2 -2-5 2 2 2 2 -2.5 2 2 3 2 211 2 21.74 2 -25. 2 3 3 2 -21-4- 2 -25 2 -314. 2 3 5 2 3 3 2 3 7 4 2 4-5 2 2 213 212 2 1 3 313 414 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2121122122322232322232323232423333423343633344b3344 79 44.000 PSF C,D,E,F,G, H,I,J,K,L 2 2 22222232223213 2 2 2 2 2 2 2 ir2 2 3F3214213313314213333142331 2 2 2 2 2 2 2 2 2 -4353 2 2 2 3.14 2 -45 2 2 314 2 2 416 2 AB,M 2 2 2 2 -25 2 -2Ti 2 25 2 15. 2 -212.. 2 25114 2 2 25.15 2 2 -3171 2 -25 2 2.5342334353334453445 2 2 2 2 2 2 2122122 2 48.000 PSF 79 79 C,D,E,F,G, H,4J,K,L 2 2221222232122133423333142 2 2 2 2 2 2 2 2 2 2 334 2 2 342331435333435334541631455 2 -3T 4 2 2 -25 2 2 -3T 4 2 2 3 5 2 2 -3-12. 3 2 2 3 4 3 3 11-6 2 2 111 2 2 -45 3 3 -411 2 2 2 314 5 5 AB,M 2 -25- 2 2 2 2 5 2 2 2 5 2 -31. 4 2 2 2 -31 4 2 -25 2 -3-1 4 212 212 212 213 313 53.125 PSF 72 79 79 C,D,E,F,G, H,I,J,K,L 2 2 222221221327223314233434233434313314315313414483445483 2 2 2 2 2 2 2 2 2 • 2 3 2 2 3 2 2 3 2 3 3 2 14616 3 AB,M 2 -211 2 2 2 2 111 2 -25 2 -21-4- 2 -25 2 2 431-4 -2171 21- 2 2 3 2 -314 3 -3T4. 2 -35 2 3 4 3 2 2 3 -4T4 ..4 Ti 2 3r3 2 -45 3 -4.5 2 3 4 3 415 212 212 213 315 313 ANCHORAGE NOTES: 1. ANCHOR TYPE 114° ELCO TAPCONS 2 - E -FLEX 3- #12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 181/2° MAX. FROM TOP CORNERS JAMBS - 17 1/2" MAX FROM TOP CORNERS 15" MAX FROM BOTTOM CORNERS 8° MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ® 1° LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 118 2 213 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 213 PRODUCT REVISED as complyin3 with the Florida Building Coda Acceptance No 4 ldnadSl: 10/07/H D NO CHANGES MD SHEET 1 1fZ Revndeya FJG aszop F.K Data 04/01/11 aft 11118/08 729105 KO CHANGES THIS SHEET ADD OP MAX WH1. ANCHORMYRESTRICTEDBYSIZE 228/07 1 1070 TECHNOLOGY OPINE NOKOMIS, FL 94210 P.O. BOX 1020 NOKOMIS, FL 34274 PST VSib& Eater ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT tittkalladsk Saw lama NTS1 8 a 11 am 4040-20 I 0 ‘,(t MIL ,",, * • No 58105 z. '' - 0,� .. LOR��P.tJ�. x'44, SSIONA� 00 A. LYNI4r#1I11 R, P.E. FL P.E.# 58705 ANCHOR SUBSTRATE:-....„ ANCHOR TYPE.- QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 29.855 37.155 44.855 52.155 59.855 87.155 74.855 76.000 C1 co NQN S3' U Qzz o U zcoo 0 O U N8--• zzQzcn0 0 ^aONU O U z�ztno U U 0 NO U zz NU U pze)O PUN1NC7 o 0 pz�pzc1O U Uc' O 0N0 U zrzcn U UN O U z N0' U zcn0 0 0 1 U z�pz NU 0 U WINDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G, H,I,J,K,L 1 111 1 111 1 111 1 212 _1 21 1 1 2r2 1 272 1 21 1 1 21 2 1 2{2 1 2 {2 1 212212 1 1 2 2 1 Ili 1 212 1 2 2 _1 212 1 352 _1 212 1 372 1 -3-5-25-5i-2 . 1 1 A,B,M 1 -1-11- 1 1 111 1 212 1 2j1 1 212 1 21.2 1 1 1 21-i 1 1 1 2-1-2--2-12 1 1 212 1 1 1 212 1 3T2 1 272 1 1 312 1 212 1 35 111 211-2-5 212 212 212 212 312 24.000 PSF 79 C,D,E,F,O, H,I,J,K,L 1 1 1F1 1 111 1 212 1 111 1 2 2 1 212 1 2[2 1 212 1 21-2 1 2.12-212 1 1 2r2 1 2T2 1 -3 Ti 1 1 1 -3-1-2- 2 1 312 1 212 1 35 1 -31-2- 1 21-2--31-2- 1 111 312 212 A B,M 1 1 71F1 1 1 TT 1 -2-5- 2 1 1 1 1 -2-1i 1 2 2 1 2 ri 1 2 r 2 1 2 2 1 1 1 ---i 2 1 -2-1-2- 2 1 3 2 1 1 1 in 1 -3T2- 1 -211 1 -31 2 1 1 1 -3-1-2 111 212 212 312 212 312 212 32.000 PSF 68 77 C,D,E,F,O, H,I,J,KJ- 1 1 1 1 22272222 1 1 1 3212223223333 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 111 111 111 323 333223343324343312413 1 -3-13- 3 1 3 3 1 2 2 1 3 3 1 4 ii 1 3 2 1 -4.5. 3 1 4[3 1 1 ABM 1 1 -11 1 1 1 FI 1 2 ii 1 2 Fi 1 2 2 _ 1 2j3 1 2 2 1 2 1 1 -3-13 2 3 3 1 -311 111 212 3 1 3 212 312 413 37.000 PSF 59 87 79 C,D,E,F,G, H,I,J,K,L 1 1 1 2 -2-ii 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 iii 2 2 1 2 -41-3- 2 1 1 1 1 1 1 1 1 1 212 212 213 212 2 1 3 313 212 313 3 3 3 3 4 3 3 3 312 3 1 3 413 413 414 3 2 ABM 1 1 1 2 1 1 -2-5- 2 2 1 2 2 1 2 -3T3- 2 3 3 1 3 3 2 4 3 2 -31-3- 1 2 2 -4.-1 3 1 2 2 1 111 1 1 111 212 212 213 212 2 3 313 212 312 313 312 413 414 3 2 4 3 40.000 PSF 64 79 82 79 C,D,E,F,O, H,I,J,K,L 2 2 2 2 2 2 2 -21-i 2 -2Ti 2 -3Ti 2 2 2 iTi 2 1. i3 2 334333334 2 2 2 2 Ei 2 2 2 2 2 2 2 111 111 111 21221222 313 212 4143343443353 2 2 2 2 2 2 A,B,M 2 2 2 2 2 2 -2 Ti 2 -2 Ti 2 -2 Ti 2 -311 2 2 2 2 2 2 71.1i 2 3 3 2 3 3 1 1 1 1 1 1 1 1 1 212 212 313 212 3 3' 413 313 413 414 3 3 4 3 414, 31 3 5 3 44,000 PSF 49 79 56 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2122221233223331421333414 2 2 2 ri 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111 2 111 2 111 2 2 2 2 2 3134344334341433434431354 2 3343443341344334341431354 A,B M 111 111 1 1 1 2122 21231322333142337344 48,000 PSF 45 74 51 74 79 79 C,D,E,F,O, H,I,J,K,L 2 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 3 T 2 2 2 2 2 3 2 2 3 2 2 111 111 111 212 212 212 313 2 2 3 3 314 31341441431341444454444354 2 -31-3- 2 -4-1 4 2 4 4 2 3 3 2 4 1 - 4 3 814 2 2 3 -4-1 4 2 -4-1 3 2 5 4 ABM 2 2 2 2 2 -272- 2 2 5 2 3 3 2 2 ri 2 3 3 2 2 2 3 -4-r. 1 1 1 1 1 1 1 1 1 212 314 313 313 4 1 3 514 53.126 PSF 41 87 46 67 76 79 0,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 111 111 111 2122222333331344334444 334444 3344515413 54554354 ABM 2 2 2 2 2 -21-i 2 3 2 2 3 2 4 4 3 3 3 -474 3 41•4 2 334444334451443 3 3 2 2 3 2 3 -81 -4 3 2 3 -51 4 111 111 111 212 212 313 313 313 514 413 jj RawdBp J.R. swam FK Dew 10/07/11 09/0m1 omtx 11113109 wdstam 0 tar4bas C Rotuma 8 NOCIi4NGES VMS SHEET ANCHORAGE 7A 14,OMD R COM RRES7RW1 EE BY ORE REVISE OR QI8 RgE AO RESTRICTED DVS= Orarinag nit 7/29/05 Ciloolad 2123/07 I 1070 TECHNOLOGY DRIVE NOXOMIE. FL 94270 P.O.EQX1820 NOiXOMIB. PL 94274 I 12 T Visib Berta ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX ® 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 181/2" MAX. FROM TOP CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 8° MAX. BELOW MTG. RAIL ®SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. e 6. ESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITEDL 117 HEAD 3 xonuc°r asvlsaD �. compty3ng wvith Ure Fbrida JAMB ABOVE 313 amsC wu 1 . ` MTG. RAIL ;,, ,:.,� ,nm. _ti�f�- JAMB BELOW J MTG. RAIL Miaml,�op,Oductcorno (FULL DP) ■ HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG RAIL ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT 811700 I AITS 9 �+ 11 I ��4040 -20 D elf • No.56105 G> gIF IOt':•• ......... 310(dP�;� A. LYNW MIL Id P.E. FL P.E.# 58705 ANCHOR QUANTITIES SUBSTRATE ANCHOR TYPE: - ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8 17.125 22.668 28.211 33.754 39.298 44.839 60.382 55.925 a a8NOr6a8NC- 0 U 0 U 0 $ 0 0 0 O,I8.§ 0 0 0 0 0 - §ta 0 0 §.o`_U�d§cs.§ 0 0 0 0 5 0 0 0 pN 0 0 §NO- 0 0 0 O�fQNO- 0 CI 5 0 U U V`�t8NU 0 zi U U -U WINDOW WIDTH GLASS TYPE 18.125 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.000 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 32.000 OE,FJ,. K,L 1- ° 1 1 1 1 1 1 2 1_ 2 _1 -_2 2 3 1 2 1 3 2 3 -1 3 1 3 1 3 1 2 1_ 3 1--1 4 3_ - 1 4 _ 1 - 4 1 3 1 4 1 6 1 3 1 37.000 PSF 179 2 1 2 2 2 2 3 2 3 3 2 3 D,E,F,J, K,L ,L 1 1 1 1 .._. 1 2 �_... 2 2 2 3 2 2 3 2 3 3 2 4 2 3 3 _ - 3 2 '4 2 1 3 2 4 2 4 1 -1 2 6 2 6 1 2 x 40.000 82 79 2 212 2 2 D,E,F,J, K,L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 I 2 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 41 4 5 5 4 8 44.000 PSF 79 4 1 3 1 4 76 79 5 1 3 1 5 77 79 79 79 OK,LJ 18 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 6 6 4 6 6 4 48.000 PSF 78 79 70 78 79 71 79 73 76 o,K,L,J, 2 3 2 2 3 2 I 2 I 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 8 5 4 8 8 6 8 53.125 PSF 71 79 63 71 79 64 74 88 77 89 69 D,E,F,J, KJ- 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 I 3 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 8 8 5 7 8 5 7 ANCHOR QUANTITIES SUBSTRATE.\ ANCHOR TYPES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT 12.778 15.778 18.776 21.778 24.778 27.778 30.778 31.108 0 a 0 N8"$�.} 0 0 N8�8a1N8 0 g 0 0 "$ofE2N$'- el S 15111 � S N1- 1`11"8' o 0 0 -1 0 N WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 2 1 2 1 2 2 2 2 3 2 1 3 31 2 1 3 3 J 3 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 '000 82 2 212 2 2 3 213 313.13 41313 41314 51314 51314 48'000 8 72 79 2 2 1 2 2 2 2 3 2 1 3 41313 41314 41314 61314 51314 53'125 2 2 1 2 2 2 2 3 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 5 5 1 3 1 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - 912 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING A DIMENSIONS: HEAD - 18112° MAX. FROM CORNERS JAMBS -17 112° MAX. FROM TOP CORNERS 11 1/2' MAX. ABOVE THE MEETING RAIL 8° MAX BELOW MTG. RAIL W MAX FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM Ai VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 818° MIN. TO 38° MAX TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. 6. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS. OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE I8 AVAILABLE. • TABLE 7. KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL 112 (FULL DP), HEAD JAMB ABOVE MTG. RAIL 2 2 2 4 ® TABLE 8. KEY: MAX PSF (DP LIMITED) JAMB BELOW MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL 112 2 2 i Ou """s". Icoda _ {O► {fit 9. " _ge/4 • Jd91 Da* 10/07111 NO CHANGES THISSHEET Rowdily.' JR RoaIRyi FJG Data 04101111 11113100 0 drmddw,c 8 NO CHANGES THISSHEET ADPgAXff744gH y CH rr IS RESTRICTED BYSIZE Da�Jc x/05 dbevindBp J.J. 2.23/07 9070 TECHNOLOGY DRIVE NOKOMIS, FL 3427E P.O. BQX 1029 NOKOMIS, FL 34274 POT 4S1* &ter ANCHORAGE SPACING, CUSTOM VIEW AL• UM. SINGLE HUNG WINDOW, IMPACT SH700 NTS, 10 d 11 rie. 4040-20 D 11 1 I I 1 1 I M/( y:' /ii * . No. 58705 -6: i71 0 01 S1 '• R7.OR10A ' (9 ' '�SS /ONA-$ ' A. LYNI((K4ILL2 , P.E FL P.E.# 68705 3.36 KSI MIN. CONCRETE OPTIONAL 1x WOOD BUCK (SEE NOTE 4) aEXTERIOR INTERIOR (ALL HEAD AND SILL DETAIL ) CONCRETE ANCHOR (SEE NOTE 1 & 3)A 2x WOOD BUCK ®(SEE NOTE 4) 1 3/8" MIN., 1/4" TAPCON� ••I, 4.3/4" MIN., 1/4" CRETE -FLEX 1/4" MAX. SHIM 1/4" MAX. SHIM rt WOOD ANCHOR (SEE NOTE 2 & 3)® DETAIL B ICAL FLANGED HEAD ANCHORAGE 1 1/4" MIN. "titiONIPV 1*• •s 1/4" MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3)A 3.35 KSI MIN. CONCRETE OR 1.6 KSI MIN. CMU 0 1x BUCK OPTIONAL WITH SOLID CONCRETE BSTRATE (SEE NOTE 441, .131° DIA. MIN. x 2112" NAIL, AT CORNERS AND 5° O.C. 1 3/8" MIN. 1/4" MAX. SHIM MIN. ittrA ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (05) OR 1/4" SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT 1S EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING A RAIL. (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4)® DETAIL D TYPICAL FLANGED JAMB ANCHORAGE A 1/40 MAX SHIM 1/4" MAX. SHIM DETAIL F, (HEAD) WOOD FRAME .131° DIA. MIN. x 2 1/2° NAIL, AT CORNERS AND 5" 0.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD FRAME .131" DIA. MIN. x 21/2° NAIL, AT CORNERS AND 5" O.C. 1/4" IMAX. SHIM DETAIL G. (SILL) WOOD FRAME PRODUCT RRVIStiD in complying with the Florida * r� Bonding gap $etg o omoron J.J. Bentley: J.R. FJC oemr 10/07/11 Dew 04/01/11 Deft 11H9108 a C Raids= NO CHANGES THIS SHEET NO CHANGES THIS SHEET ADS G 7. �ATEcont 87EEEMBEDMENT 10 N07E9. urx 9/1/08 cesdetley J.J. 219/07 1070TECHNOLOOY DRIVE NOKOMIS, FL 34276 P.O. BQX 1829 NOKOM18, FL 34274 ANCHORAGE DETAILS Taw ALUM. SINGLE HUNG WJNDOW, IMPACT Vedelskstall SMOD s.� amw Nrsi 11 of 11 4040 -20 D Mlmd r Conan ``��11111t11t,tt�t A L1/NNM 5871. t P.E. FL P.E.# 68705 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08-0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129,11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R No. FTL 3587 dated 10/8/02, signed and sealed by Jo e Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control NOA No. 08-c .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNIIT ED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for thy'` 'es C -740 Aluminum Casement Window — L.M.I., approved . 0,, 3/06, exp' j_f.:.. 15/22/08. Manuel P P.E. Product Controls finer NOA No. i : 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 0 F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR i-1 a "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR 3 s "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. A4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13° SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 07. REFERENCE TEST REPORTS: FTL- 3580, FTL- 3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. PRODUCT REHriVErt Ruidiv.; CS Aeecpieue:'ran pir4Pu.a 1; Rewd6Y Dab. F.K. 325/03 Ro,,der. 09 F.K. 7/10/03 Ravades Oars F.K. 623/05 Omni Br Dora: F.K. 12/17/02 B ADD 13/16° LG. S MOVE GLAZING DETAILS TO SHEET2 C NO CHANGE THIS SHEET O ADD 76 -HT., GLASS TYPES FAND G. REVISE ANCHORAGE. assess Deb: 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 PC BOX 1520 NOKO,14.'S. FL 34274 Visibly Better NOTES AND TABLE OF CONTENTS rm" ALUMINUM CASEMENT WINDOW, IMPACT sedeantodo CA -740 NTS 1 m 13 7045 -8 tV'vc,5— Lucas A. Tumor, P.E. PE 658201 Mechanical A 1/8" ANNEALED OR .090 PVB INTERLAYER 86 HEAT STRENGTHENED 1 1/8" HEAT STRENGTHENED GLASS GLASS 30 31 3/8" AIR SPACE - 1/8" HEAT STRENGTHENED GLASS - - .65" NOM. GLASS BITE 32 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS acascar F.K 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT F--- STRENGTHENED GLASS .65° NOM. GLASS BITE Deb: 3/25/03 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 7/16° LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 116*" .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL V lievelanar 8 REDRAW GLAZING DETAILS & ADD 13/16"LG. Read ay. F.K Deb: 7/10/03 : NO CHANGE THIS SHEET Rend Br F.K over 823/05 Revbzc¢ ADD 13/16' LAMI LG. W /7 /16ZAMl & CORRECT 5/16' LAMI DETAIL Dram sr F.K 03/25/03 Checked By 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0. BOX 1529 NOKOMIS, FL 34274 PIV Visibly Herter GLAZING DETAILS TU ALUMINUM CASEMENT WINDOW, IMPACT a' "cruo�vi CA -745 NTS he a 2 . 13 b 7045 -8 it D Lucas A. Turner, P.E. PE 85&201 Mechanical CENTERLINE 1 1/2" ANCHOR LOCATION TYP. 1 1/2" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) � \T 13" MAX. O.C. i 4" MAX. 4° MAX.-- SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX. -- DAYLIGHT OPENING 7 4" MAX. ANCHOR LOCATION TYP. 4° MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT - OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 13" MAX. O.C. j 4" MAX. } 4° MAX. --+ 30" MAX. —DAYLIGHT -- OPENING / / i �. / \ SEE MEETING RAII/DETAIL T P. (2) / x \- \ O 141 2" MAX. O.C. TYP. ELEVATION "B" - "XX° (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 13° MAX. O.C. 1 --I 37" MAX. VENT TYP. 60" MAX. FIXED -- ---114 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - • "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT PRODUCT MEWED aseonnticee MEI aft P?arEk Mims sl Cam. Ra"C or F.K own 325/03 Revisions. B CHANGE SHEET NO. REFERENCES RUMS F.K. 7/10/03 Revbbre: ADD HINGE LOCATION DETAILS Reval er F.K nen 6/23!05 CHANGE MAX. HT. TO76'AND MAX. DLO T069' 3,w"er F.K. 12/17/02 mm: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1520 NOKOMIS. FL 34274 1T Yxdi161jdr�vBetter XX" & "XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT S.w.°aa✓ CA -740 NTS Shea 3 a 13 rw.m,ara 7045 -8 Lucas A. Turner, P.E. PE 658201 Mecharscel i �. / \ SEE MEETING RAII/DETAIL T P. (2) / . \ \ 141 2" MAX. O.C. TYP. ELEVATION "B" - "XX° (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 13° MAX. O.C. 1 --I 37" MAX. VENT TYP. 60" MAX. FIXED -- ---114 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - • "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT PRODUCT MEWED aseonnticee MEI aft P?arEk Mims sl Cam. Ra"C or F.K own 325/03 Revisions. B CHANGE SHEET NO. REFERENCES RUMS F.K. 7/10/03 Revbbre: ADD HINGE LOCATION DETAILS Reval er F.K nen 6/23!05 CHANGE MAX. HT. TO76'AND MAX. DLO T069' 3,w"er F.K. 12/17/02 mm: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1520 NOKOMIS. FL 34274 1T Yxdi161jdr�vBetter XX" & "XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT S.w.°aa✓ CA -740 NTS Shea 3 a 13 rw.m,ara 7045 -8 Lucas A. Turner, P.E. PE 658201 Mecharscel DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 13" MAX. O.C. 37" MAX. WIDTH 30" MAX. DAYLIGHT y OPENING X\ 4" MAX. i A 69" MAX. DAYLIGHT = OPENING 76" MAX. HEIGHT j I I 141/2" 4" MAX. AX. O.C. ELEVATION "D" - "X" SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. (SEE SHEET 5 FOR PRESSURES) L 4" MAX. i _I 1-- -t -13" MAX. O.C. 14 1/2" MAX. O.C. VENT 4" MAX. I+ HEAD & SILL ONLY 37" MAX. VENT - 60" MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 4" MAX 4" MAX. -►I (-- ELEVATION "E" - "O" (SEE SHEET 7 FOR PRESSURES) 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING A 69" MAX. DAYLIGHT OPENING 30° MAX. 53" MAX. - DAYLIGHT - DAYLIGHT OPENING OPENING 1--- .4--13" MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) A 76" MAX. HEIGHT PRODUCT R&: � pS comply rt with the Fined& A 0r�CTe. AarnTa.ce GM �; , 1 ! E Iete0580dana r!,1t'4'W hullo- Rm"d a,. F.K 325/03 RMaYen: 6 CHANGE SHEET NO. REFERENCES Rem, Sr F.K. balv 6/23/05 ReWima ADD HINGE DETAIL 8 HINGE LOCATION NOTES Revs,By. FIG De. 7/10/03 Ran:dam CHANGE MAIL HT. T076 "AND MAX DLO TO 69" Dmse By F.K Des 12/17/02 F.K. Da. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O.80x 1529 NOKOMIS. FL 34274 rr V,2/t Berter X" O ", XO" & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 aw" NTS s,mec 4 m 13 Dmainy Re. 7045 -8 Lucas A Turner, P.E. PE#58201 Mechanical i. / ,.. 1 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) A 76" MAX. HEIGHT PRODUCT R&: � pS comply rt with the Fined& A 0r�CTe. AarnTa.ce GM �; , 1 ! E Iete0580dana r!,1t'4'W hullo- Rm"d a,. F.K 325/03 RMaYen: 6 CHANGE SHEET NO. REFERENCES Rem, Sr F.K. balv 6/23/05 ReWima ADD HINGE DETAIL 8 HINGE LOCATION NOTES Revs,By. FIG De. 7/10/03 Ran:dam CHANGE MAIL HT. T076 "AND MAX DLO TO 69" Dmse By F.K Des 12/17/02 F.K. Da. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O.80x 1529 NOKOMIS. FL 34274 rr V,2/t Berter X" O ", XO" & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 aw" NTS s,mec 4 m 13 Dmainy Re. 7045 -8 Lucas A Turner, P.E. PE#58201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS . - = = FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) . 13/16" LAMI (1/8 "HS,3 /8" SPACE, 5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) "X" WIDTH HEIGHT 26 31 36 C38 318 43 48 C0 5/D 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NE+U POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0+70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 261/2 • A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -66.2 66.2 -65.0 65.0 -63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 ` A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 -48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 B,E A -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -70.4 70.0 70.0 -75.0 -60.4 70.0 60.4 -75.0 - 54.3 70.0 54.3 -75.0 -51.1 70.0 51.1 -75.0 -47.9 70.0 47.9 -75.0 - 44.8 70.0 44.8 -75.0 -42.2 70.0 42.2 -75.0 -39.7 70.0 39.7 emookicr .Minim e"mle.p at al . , • . PAA 0 - r i am" B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.005.0 70.75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67 • e .9 -59.0 59.0 -52.8 52.8 -49 9.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 37 0 B,E -75.0 70.0 -75.0 70.0 -75.0 70. -75.0 70.0 75.0 70.0 -75.0 70. -75.0 70..75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 PRODUCT MEWED a complying with du F1oefdY adding Cada d. ,. - -,,- We : rSGL a TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4808 GLAZING OPTIONS: C. 7/18" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1 /8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3/16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLE USE ELCO 1/4° TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE 1S LIMITED TO 69.6 P.S.F. (Ales'" Lutes A. Tamer, P.E. Mechanical Rend sr F1( Rola 3128103 Revisions B ADD GLASS TYPE E TO TABLES 18 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0.80X 1529 NOKOMIS, FL 39274 Desenoren PRESSURES - X CONFIG. WINDOWS P° ALUMINUM CASEMENT WINDOW, IMPACT _ F.1C dare: 7/10/03 8evmhnc C NO CHANGE THIS SHEET tea. F.K. �: 8/23/05 Revisions REVISE B OPTION ma.n er PIC amen 12/17/02 0 cr» -re9sr ANCHORS A0076•HEIGHT DM 1 Yuibly &u,- CA -748 sin NTS , 5 m 13 a�� 7045 -8 aer D COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 "XX" WIDTH GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) HEIGHT 26 31 36 38 3/8 43 NEG POS NEG POS NEG POS 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 NEG POS NEG POS 48 50 5/8 57 60 63 -75.0 70.0 -75.0 70.0 NEG -75.0 POS NEG POS NEG POS 70.0 -75.0 70.0 -75.0 70.0 NEG -75.0 POS NEG POS NEG POS 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 1/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58.0 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 X X 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 Me rams CS-112-L) GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3116 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.01 55.0 NOTES: QO 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.5 P.S.F. PRODUCT MEMO ae complyingwigaUm Holds %taloaCwla Arsept2Bte No 159 Rate Rend Or Oem: Reeder Revisions: Revsd Br. F.K. Dam: 0/23/05 ResOms: O REWSEANCHORS & ADD TABLES 75- HEIGHT OPTION Omv"ar F.K oma: 12/17/02 Checked Sy oem. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BON 1529 NOKOMIS. FL 34274 Pc-GT Visibly Better PRESSURES - XX CONFIG. WINDOWS ram ALUMINUM CASEMENT WINDOW, IMPACT Serkelicem CA -740 1 NTS 6 m 13 7045 -8 D Lucas A. Tumer, P.E. PE 058201 MechanMM COMPARATIVE ANALYSIS TABLE 6. "O" & "1/4.1/2 -1/4 XOX° WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL-4607, FTL-4808 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1I8 "1-1S) B. 5/16" LAMI (1 /8"HS,.090,1/8 °HS) C. 7/16" LAMI (3/16"A,.090,3/16"HS) E. 13/16" LAMI (1/8 "1-1S,3/8" SPACE,5 /18" LAMI-W/ 1 /8 "HS,.090,18"HS F.13/16" LAMI (1 /8 "A,AIR SPACE,7 /18" LAMI -W/ 3/16°A,.090,3/16 "HS) HEIGHT WIDTHS 26 31 36 38 3/8 43 48 50 5/8 54 57 80 63 67 72 76 "0" "XOX" NEG P05 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGIP05 NEGIPOS NEGIPOS 36 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 37 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -90.0 -59.0 70.0 -90.0 70.0 -90.0 70.0 59.0 -52.8 52.8 49.9 -46.4 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 43.5 41.1 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 391/2 79 A -75.0 70.0 -75.0 70.0 -67.8 67.8 -62.1 62.1 -55.7 55.7 -49.8 49.8 -46.9 48.9 -43.6 43.6 -41.1 41.1 -38.6 -36.5 36.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -87.4 70.0 -83.2 70.0 -55.01 55.0 42 84 A -75.0 70.0 -75.0 70.0 -82.4 62A -58.4 58.4 -63.3 63.3 -58.4 -53.4 53.4 -50.0 50.0 -46.9 46.9 -44.3 44.3 -41.9 41.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 -75.6 70.0 -55.01 55.0 45 90 A -75.0 70.0 -70.3 70.0 -58.0 58.0 -54.6 54.6 -59.3 59.3 -53.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -50.9 50.9 47.5 44.7 -42.1 42.1 -39.7 39.7 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 48 96 A -75.0 70.0 -65.0 65.0 -54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 70.0 51.4 -88.2 70.0 -81.8 70.0 -76.9 70.0 -72.4 70.0 -69.2 69.2, -55.01 55.0 -48.6 48.6 -45.3 45.3 -42.5 42.5 -40.4 40.4 -38.4 38.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 67.3 -64.1 641 -55.01 55.0 501/2 101 A -75.0 70.0 -60.8 80.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 -48.7 48.7 -46.9 46.9 -43.5 43.5 -41.3 41.3 -39.2 392 -37.1 37.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -5321 53.2 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 531/8 106 3/8 A -75.0 70.0 -58.7 58.7 -48.7 48.7 -45.4 45.4 -50.0 50.0 -81.2 -48.1' 70.0 -75.7 46.1 -44.2 44.2 -70.3 70.0 66.8 -63.5 63.5 -60.5 -52.61 52.6 -422 422 -40.1 40.1 -38.0 38.0 36.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -72.4 70.0 54 108 C,F A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0 -76.4 70.0 -71.1 70.0 68.5 63.0 -60.0 60.0 -57.3 57.3 -53.81 53.8 -75.0 70.0 -58.2 58.2 47.9 47.9 -44.5 44.5 -49.1 49.1 -45.3 45.3 -43.4 -41.9 41.9 -39.8 39.8 -37.6 37.6 -35.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.9 70.0 -75.0 70.0 -70.1 70.0 -65.4 65.4 61.8 -59.1 59.1 551/2 111 A -75.0 70.0 -57.1 57.1 -46.4 48.4 -43.3 43.3 -47.5 47.5 -43.9 43.9 -42.2 42.2 -40.8 40.8 -39.1 39.1 37.2 -56.4 56.4 -52.81 52.8 35.4 9,6 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -70.8 70.0 -4521 452 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.3 70.0 -72.5 70.0 88.4 -63.6 63.6 -60.1 60.1 57 114 A -75.0 70.0 -56.2 56.2 -44.8 44.8 -42.1 42.1 -46.2 48.2 -42.5 42.5 -41.2 41.2 -39.8 39.8 -38.5 38.5 57.5 -54.8 54.8 -34.8 34.8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 69.6 CF -90.0 70.0 -90.0 70.0 581/2 117 A -74.2 70.0 -55.0 55.0 -90.0 -43.4 70.0 -90.0 -40.9 70.0 -81.8 -44.8 70.0 44.8 -70.7 70.0 -68.7 -40.2 40.2 -61.8 61.8 -58.7 58.7 37.6 -55.9 55.9 -53.2 532 -49.41 49.4 4521 452 43.4 40.9 -41.3 41.3 -38.7 38.7 -34.2 34.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -88.4 60 120 CF A -90.0 -72.9 70.0 -90.0 70.0 -90.0 70.0 70.0 -53.4 53.4 -42.2 42.2 -90.0 -39.7 70.0 -79.4 70.0 69.0 -64.9 64.9 39.7 -43.5 43.5 -40.4 40.4 -39.2 392 -60.4 -37.6 60.4 57.3 36.7 -54.5 54.5 -51.6 -33.7 51.6 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 70.0 -67.4 67.4 47.81 47.8 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 67.3 63.3 -59.1 59.1 -55.9 -53.0 53.0 -50.0 42.81 42.8 TABLE 7. TEST REPORT: FTL-3580 GLAZING OPTION: D. 7/1T LAMI (3/16"HS,.090,3/16"HS) ALL "Cr SIZES UP TO 60" WIDE x 6T HIGH AND ALL "1/4-1/2-1/4 XOX" SIZES UP TO 120" WIDE x 6T HIGH 1-90.01 70.0 TABLE 7A. TEST REPORTS: FTL-4607, FTL-4608 ALL "0" SIZES UP TO 6T WIDE x 76" HIGH AND ALL "1/4-1/2-1/4 XOX" SIZES UP TO 12T WIDE x HIGH F-55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A 1/4" SS4 CRETE-FLEX ANCHORS. 2.1F INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Rem Or F.K Dare: 326/03 Re.amne B ADD GLASS TYPE E TO TABLE 6 aa.aeey F.K. Der. 7/10213 C NO CHANGE THIS SHEET F.K. Dma 6/23/06 Rertswac 0 CHANGE ANCHORS AND ADD 76" HT. OPTION Dmm 8$ F.K Dare: 12/17/02 D+mxeday. Dm a: 1070 TECHNOLOGY DRIVE NOIGOMIS, FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 Visibly Better 1 4 • X 1 2 0 1 4 X 0 PRODUCT RENEWIN) as complying with diellkdba addingetxto Atespasnsello PRESSURES- 0 & 1/4-1/2-1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Sextelletada NTS same Craft 7045-8 Lucas A. Turner, P.E. PE 658201 Mechanical COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) "XO" "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS "WIDTH 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 -62.7 62.7 -60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 66.4 -58.2 58.2 -55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -81.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 9. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5 /18° LAMI -W/ 1 /8 "HS,.090,1/8 "HS) ALL "XO" OR °OX" SIZES UP TO 74" WIDE x 63° HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 TABLE 10. "XO "or "OX" & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63° HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-90.01 70.0 1 3 X 1 3 0 X X O 0 X 02901,:raft Os Raft TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX° WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3H6 "A,.090,3/189 -IS) F.13/16" LAMI (1 /8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76' HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1-55.01 55.0 A NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. PRODUCT RENEWED as complying with lho Maids & MIev Code Acterletio No atlu5 gal n".,e er. F.K mooer FJC Dore: 3/2543 Daze: 7/10/03 R4"wau: 8 Reeisiorac ADD GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET RM46N, F.K. 623/05 Revisions: 0 CHANGE ANCHORS AND ADD 76° HEIGHT OPTION Deism Ely F.K Daze. 12/17/02 cnsazo 0>. 1070 TECHNOLOGYORIVE NOKOMIS. FL 34275 P.O. BOX 1 NOKOMIS, FL 3529 4274 PST Visibly Bever De,ee PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS TXs ALUMINUM CASEMENT WINDOW, IMPACT Sexes/Me. CA -740 NTS Onset 8 13 metre Rn 7045 -8 Rer D C r /„✓ vfig" Locos A. Tumer, P.E. PE 858201 Mechanlral COMPARATIVE ANALYSIS GLAZING OPTIONS: TABLE 11. "XO" or "OX° & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4607, FTL -4608 A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) B. 5/16" LAMI (1 /8"HS,.090,1 /8 "HS) C. 7/16" LAMI (3/16 "A,.090,3116 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) F. 13/16" LAMI (1/8 °A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.b90,3 /18 "HS) HEIGHT WIDTHS 26 38 38 3/8 43 48 50 5/8 54 57 60 63 67 72 78 °XOX" VENT FIXED NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG IPOS NEGIPOS NEG 1 POS 69.284 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 64.9 -60.6 80.6 -58.1 58.1 - 56.1 56.1 -53.3 53.3 -50.5 50.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 35.01 55.0 - 55.0155.0 35.01 55.0 88.919 24 38,919 A -75.0 70.0 -69.1 89.1 -63.4 63.4 -56.5 56.5 -50.4 50.4 -47.5 47.5 - 44.1 44.1 -41.6 41.8 -39.2 39.2 -36.9 38.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 _70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 -55.01 55.0 - 55.0155.0 -55.01 55.0 95.973 27 42.973 A -75.0 70.0 -60.5 60.6 -57.2 57.2 -82.1 62.1 -55.2 55.2 -52.6 52.6 -49.1 49.1 - 48.2 48.2 -43.6 43.6 -41.1 41.1 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F, -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 - 55.0155.0 - 55.0155.0 -55.01 55.0 108.849 - 30 48.849 A -75.0 70.0 -53.5 53.5 -50.4 50.4 -54.5 "54.5 -50.7 50.7 -48.2 48.2 - 44.9 44.9 -42.0 42.0 - 40.1 40.1 -38.0 38.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.8 70.0 -69.7 69.7 -88.3 66.3 - 63.1 63.1 - 55.0155.0 - 55.0155.0 -52.21 52.2 115.892 32 51.892 A -75.0 70.0 -49.9 49.9 - 46.8 48.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42.7 -40.7 40.7 - 38.6 38.6 -38.8 38.6 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -73.2 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 78.6 70.0 -73.2 70.0 -68.3 88.3 - 84.8 64.8 -61.4 61.4 -58.8 58.8 - 55.0155.0 - 50.9150.9 -47.71 47.7 122 33.887 54.627 A -75.0 70.0 -47.3 47.3 - 44.0 44.0 -48.4 48.4 - 44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -89.4 89.4 - 64.7 64.7 -61.0 61.0 -58.4 58.4 -55.7 55.7 -52.11 52.1 - 47.7147.7 - 44.6144.6 123.135 34 55.135 A -75.0 70.0 -48.8 46.8 -43.8 43.6 -47.9 47.9 - 44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 - 35.5 353 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.8 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -88.8 68.8 - 64.1 64.1 -60.5 60.5 -57.9 57.9 -552 55.2 - 51.5151.5 - 47.2147.2 - 44.0144.0 126.000 34.791 58.418 A -75.0 70.0 -45.5 45.5 -42.6 42.8 -48.7 48.7 -43.1 43.1 -41.6 41.6 -40.2 40.2 -38.7 38.7 - 36.9 36.9 -35.0 35.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -87.3 67.3 -62.5 62.5 -59.2 59.2 -56.5 56.5 -53.8 53.8 - 50.1150.1 -45.81 45.8 -43.0143.0 130 35.896 58.209 A -74.4 70.0 -43.6 43.6 -41.2 41.2 -45.1 45.1 -41.5 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 -36.2 36.2 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -88.6 68.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 -85.3 85.3 -60.8 60.6 -57.8 57.6 - 54.7 54.7 -51.9 51.9 -48.11 48.1 - 43.9143.9 - 41.9141.9 130.378 38 58.378 A -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -40.3 40.3 - 38.8 38.8 -37.6 37.6 - 38.1 36.1 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 - 68.5 68.5 C,F -90.0 70.0 -90.0 70.0 -903 70.0 -79.6 70.0 -69.1 89.1 -85.1 65.1 - 60.5 60.5 -57.4 57.4 - 54.8 54.8 -51.7 51.7 - 48.0148.0 - 43.8143.8 - 41.8141.8 134 37 60 A -72.9 70.0 -422 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 392 -37.7 37.7 - 38.7 38.7 -35.5 35.5 - 33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -87.4 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -83.3 83.3 -59.1 69.1 -55.9 55.9 - 53.0,_53.0, -50.0 50.0, - 46.3146.3 - 42.8142.8 - 40.8140.8 X0° & "OX° WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or "OX" & "XOX° UNEQUAL UTE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16° LAMI (3/16°HS,.090,3/16 "HS) ALL "XOX" SIZES UP TO 134" WIDE x 83° HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "(0° or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37° MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH -90.0 703 TABLE 12A. "XO" or "OX" & "XOX" UNEQUAL UTE WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4808 GLAZING OPTIONS: D. 7/18" LAMI (3/18 "HS,.090,3 /16"HS) G. 13/16" LAMI (1 /8 "A,AIR SPACE, 7 /16" LAMI -W/ 3118 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX, FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH 1 -55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR Qo 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. X 0 X UNEQUAL LITES X 0 UNEQUAL LITES 0 X UNEQUAL LITES PRODUCT' RE IE°t"0 •s ecenplyi.,r, risk- eke Meal. Bui: ing Cc:ts .; -• t<1 • Ming Pleaded Phis gir Ra,me7 F.K. 3/25/03 Re,u: B ADD GLASS TYPE E TO TABLE 11 Ree°e7 FX. DNB: 7/10/03 Revisions: NO CHANGE THIS SHEET Rene BY: F.X. nete: 6/23/05 Rw°wu CHANGE ANCHORS AND ADD 76' HEIGHT OPT ION mower. F.K onm: 12/17/02 Chador e7 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 528 NOKOMI$ FL 1 34274 PST Visibly Better DesapEora PRESSURES- UNEQUAL CONFIG. XO, OX & XOX 'raw ALUMINUM CASEMENT WINDOW, IMPACT smeea"aet CA-740 sm: NTS Sheet 9 m 13 Damp. 7045 -8 D (1 /ZI /US-- Lucas A Turner, P.E. PE 5.58201 Mechanical REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. VENT L DAYLIGHT s OPENING (SEE SHT. 3) MAX. HEIGHT (SEE SHTS. 3 & 4) 000 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q OCD 0 HORIZONTAL SECTION - XOX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) fREFERENCE "XX"FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. VENT I--- DAYLIGHT OPENING -.4 (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX �l rl� � mmm �, uI , 0 VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X •JlODUCT REVISED Edam D YAW Ws RIMS Allsatmea +]F alielidu s.7. MOW ALL PRODUCT RENEWED ae complyIng whb the Florid¢ 9mdmg Code Accepioam No Date R"w4aY F.K. 325/03 Ravi:am: B ADD 13/18' 1.G. GLAZING BEAD ITEM Render: F.K. ess 7/10/03 AerLWna SHOW TOP HINGE Ronda), F.K Revisions: CHG SHT. NO. REF. AND ADD ITEM 89 wene0. F.K. Date 12/17/02 Oeoxmer 1070 TECHNOLOGYDRNE NOKOMIS, FL 34275 P.0.80K 1 NOKOMIS, FL 3820 4274 I!cT SECTIONS Tax ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better servaraoeet CA -740 NTS Mae 10 « 13 rams*, Ha 7040-8 1VZI /Or Lucas A. Turner, P.E. PE 058201 Mechanical FRAME ASSEMBLY #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS TUBE, MAIL: 6063 -T6 3" APART AT MID -SPAN "X" FRAME JAMB -1 "X" FRAME JAMB 111111 "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063 -T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN Reuaa ey F.K. "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL A 440° 1.12 I--- .095" CASEMENT BACKING PLATE MAIL: 6063 -T6 DWG# 7071 2.854" .062" NOM. 2.139" OSASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A 3.544" .062" NOM. I-- 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A .062" NOM. 2.919" L2.784" FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A ofe: 3/25/03 RevHaa": S NO CHANGE 171/5 SHEET Per a 5,7 F.K. 7/10/03 Rerrsbne: NO CHANGE THIS SHEET Rene By F.K Data 823/05 Ravkbac ADD ITEM 89 Oren By F.K. Date: 12/17/02 Checked By- NO y Oft 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80 1529 NOKOMLS, X FL 34274 PGT Visibly Better De pm. EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT s"e�ean auv<• xm. Canino Re. CA -740 NTS 11 m 13 7045 -8 itz Lucas A. Tionec, P.E. PE 958201 Mechanical PARTS LIST ITEM DWG # PGT. # DESCRIPTION 7002A MAIN FRAME - HEAD, SILL & JAMBS 2 1155 781PQA #8 X 1 QUAD PH SMS 3 7008 FRAME CORNER KEY 4 I/2"XI2"XI /8" CLOSED -CELL FOAM TAPE 5 7003A SASH - TOP, BOTTOM & SIDE RAILS 6 1155 781PQA #8 X I QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 SASH CORNER KEY 9 7024 MAXIM MULTI -POINT LOCK , 10 7026 LOCK SUPPORT PLATE 11 #10.24 X.562 PH. PN. TYPE F 12 7014 MULTI -LOCK KEEPER IR.11 & L.H.) 13 1157 78X78PPSMS #8 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8.32 X .375 PH. PN. TYPE B 21 7032 STUD BRACKET (LH. & R.H.) 22 7858ZA #8 X 5/8" FLT. PHI. SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON LIANDLE 25 7023 12° HINGE (HEAVY DUTY) 26 710x12FP #10X.500PRPHL. 30 5/16" LAMINATED (1/8A & 1/8HS GLASS) .0901NTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16° LAMINATED (1/8I1S & 1/811S GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3/16HS GLASS) .090 JNTERLAYER- SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3/1611S & 3 /I6HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16") 41 7042 GLAZING BEAD (7/16 ") 43 1224 617247 VINYL BULB WSTP (THICK) 44 45 46 SILICONE -DOW CORNING 899,995 OR EQUIV. PARABOND 1634 616311 SETTING BLACK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTW/B #8 X .500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 68 712XIPPT #12 X 1' PH. PHIL TEX. 69 7011 LOCK SUPPORT PLATE 70 7012 LACK SPACER 71 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA #8 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86 13/16" LG. GLASS (1/8"115, AIR SPACE, 5/16 "LAND 5/16" LAMI = (2) LLIES OF 1 /8"HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16" LG. GLASS (1/8"HS, MR SPACE, 7 /16 "LAMI) 7/16" LAMI = 3/16A & 3/1611S GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 13/16" LG. GLASS (1/8'31S, AIR SPACE, 7/16 °LAME) 7/16° LAME _ 3/161IS & 3/1611S GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" .050" --► II -f .865" 0 5/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523" —' 1-"-- .050" .865" A 87/16' GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .040" — '-j1 -"{{- 1.000" .423" �-+-- 0 CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 799T-F.289" .040" I"'-- .172" .870" .050" �� 1I I -� h-*-- .569" O13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 .062" - 1.124'I- .093" 67 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A A INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 • By 2.701' PRODUCT RENEWED a complying with mo Fladii& Satan Cade ilaspmsea Flo dm K.4ar F.K 0"ra 3/25/03 R"vhd"". B ADD 13/16' I.G. GLASS 8 GLAZING BEAD Re"aeer. F.K Rm, 7/10/03 NO CHANGE THIS SHEET F.K. OMB: 623/05 Rev1UT": ADD EQUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 fee""er F.K 12/17/02 Merbder 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 PGT Visibly Better 0E600 ar PARTS LIST R EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT Serbs/lb. CA -740 srar mm NTS 12 13 7045 -8 D - tl /v1/t ( Lucas A. Turner, P.E. PE #58201 Mechanical A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM —1 1 r ASEE NCIT .. c IV1 x ,111 11/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK Ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM Tr_ &SEE NOTE 1 SEE NOTE 4 1/4" MAX. SHIM ASEE NOTE 1 ■ •.A SEE NOTE 4 Il011-16 il� ll II!1111lIIII {III 1 1/4" MIN. A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM r- A SEE NOTE 2 L OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK JL __J 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE • SEE NOTE 4 1/4" MAX. SHIM SEE NOTE 1 A 1 x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM &SEE NOTE 1 SEE NOTE 4 1 1/2" (� MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE r SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. Rana or FX. Pee 3125/03 S NO CHANGE THIS SHEET Rersd ay. F.K. barn 7/10/03 NO CHANGE THIS SHEET Rend* FJC mm: 623/05 ReMebn REVISE NOTES AND REMOVE 3/l6 TAPCONS 8 414 SCREWS osse er. F.K 12/17/02 GmvkN es Oe" 1070 TECHNOLOGY DRIVE NOKO.WS• FL 34275 F.O. SOX 1529 NOKOIWS. FL 34274 PGT ANCHORAGE DETAILS ssss ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better CA-740 aa NTS . Stoat 13 d 13 7045 -8 D 1172 f /Ur- Lucas A Turner. PE. PE 458201 Mechanical