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WS-11-1272Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 162029 Scheduled Inspection Date: August 30, 2011 Inspector: Bruhn, Norman Owner: SEATON, DOUGLAS Permit Number: WS -7 -11 -1272 Job Address: 1201 NE 97 Street Miami Shores, FL 33138 -2559 Project: <NONE> Contractor: EAST COAST WINDOWS & DOORS. INC Permit Type: Windows /Shutters Inspection Type: Final Building Work Classification: Window /Door Replacement Phone Number 305/758 -1145 Parcel Number 1132050090370 Phone: (954)581 -2113 Building Department Comments RETROFIT 6 WINDOWS AND 2 DOORS a.aa.a.0(C�� IY Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments c() August 29, 2011 For Inspections please call: (305)762 -4949 Page 12 of 22 18111- *Coy oc BUILDING PERMIT APPLICATION Master Permit No. FBC 20 07 Permit Type:(UILDING) ROOFING OWNER: Name (Fee Simple Titleholder) 71-61. c 3 Q7O-, Phone #: (3a) 1p /Q ° V99,9 Address: 4261/ ii W /%� 7 City: / :Ginit State: Zip: 33/3? Tenant/Lessee Name: Phone #: Email: 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 JUL 1E. RD4 Permit No ( 1 ^ (Ql 2_ JOB ADDRESS: )(90/ / e ?7 —5'75 City: Miami Shores County: Miami Dade Zip: 3_3/Jf Folio/Parcel #: /1— 3 0E7S— Co ?— 0 370 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: East Coast Windows & Doors, Inc Phone #: 954 - 581 -2113 Address: 1711 SW 7 Avenue City: Pompano Beach State: FL Zip: 33060 Qualifier Name: Edward J Morris Phone #: 954 - 581 -2113 State Certification or Registration #: CGC 1504443 Certificate of Competency #: Contact Phone #: 954 -581 -2113 ext 201 Email Address: eleanor @eastcoastwindows.com DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Es _/ 7 © 0 Square/Linear Footage of Work: Type of Work: Addition ®Alteration ONew ORepair/Replace ODemolition Description of Work: Retrofit (� ) windows and (a) doors with impact Submittal Fee $5C-/- tP Permit Fee $ / C-) CCF $ CO /CC $ Scanning Fee $ 1�' Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ gy Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Y 6 Signatur Owner or Agent The foregoing instrument was acknowledged before me this 2 / The foregoing instrument was acknowledged before me this( day of .J (MC , 20 1/ , by / � � fe vo" , day of , 2011 , by Edward J Morris Contractor who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: 40' Sign: NQTATIY T T TC•STA'''F OF FLORIDA My Commission Expires: " "' Dauit. J. Shough Commission t# DD976146 Expires: ivIAR. 28, 2014 BOND TaRD ATLANTIC BONDING CO., INC. ******** ****= k***** 3. c**** H: H:***** *, kHs**s k***** 8e*: ti9eskv:: gsgsgxX:> ti. k M**>;cak*>;a *sgok3e*****ekxe e who is/personally known to moor who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Q hellaki /LILL Print: Edward J Morris My Commissi APPROVED BY ELEANOR MCAFEE Commission # EE 5814 2* *E My Commission Expires 07 -05-2014 Bonded Through 4,41; ,,,,,,, Atlantic Bonding Co.. Inc. Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) 1111111 11111 11111 11111 1111111111 11111 11111111 C F N 20 1 1 t`i 46 83 1.3 OR Bk 27757 Ps 4131; (fps) RECORDD PERMIT # TAX FOLIO # %�— Saar - oo p� D3 r O . HARVEYERUVI14 10 SCLERK OF COURT • MIAMI —DADE COMM FLORIDA NOTICE OF COMMENCEMENT LAST PAGE 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. I. Legal description of property: Property Address: 2. General description of improvement 3. Owner Information Name: STATE OF FLORIDA, COUNT OF DADE 0 n a. Mailing Address: b. Interest in property: c. Name & Address of fee simple, titleholder (if other than owner): East Coast Windows & Doors, Inc. 1711 SW 7 Avenue - Pompano Beach FL 33060: 954 - 581 - 2113 / 954- 581 -2114 fx LOT !! This space re/served for order. -3 suBc S3- Vol Earido72 ores- P t . ❑ gthy Leg-al.; C Cea WO X15 4. a. Contractor's Name: b. Contractor's Address: c. Telephone & Fax 5. a. Surety Bond Name: b. Address: c. Telephone & Fax d. Amount of Bond: 6. a. Lender Name: b. Lender Address: c. Telephone & Fax 7. Persons within the State of Florida (name & addresses) designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name: Address: Telephone & Fax 8. In addition to himself or herself, owner designates the following person(s) to receive a copy of the Llenor's Notice as provided in Section 713.13(I)(b), Florida Statutes: e: Address: ti Telephone & Fax = m 9. Expiration Date* of this Notice: *Expires one year from the date recorded, unless otherwise noted. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE .NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 7UAW&T I SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS` <O`'rOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YO)JR NOTICE OF COMMENCEMENT. X j . Signature of Owner or Owner's Authorized Officer /Director /Partner /Manager The foregoing Instrument was acknowledged before me this 2-/ day of Si :. f otary Public — State of Florida Personally Known for Title/Office J t.. e . 20 ft , by ,r.r Print; Type, or Stamp CommissiName of Notary Public OR Produced Identification ., Type of ID Produced: FL 4/..- VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES, Under penalties of erjury, I declare that 1 have read the foregoing and that the facts Signature! of Owner or er s NOTARY PUBLIC -STATE OF FLORIDA " Daniel J. Shough ` -- Commission # DD976146 litEdigircefib t&I .12*2®1;4y kno edge and belJnf. BONDED TmW ATLANTIC BONDING MAC. Jr (,G4,t ii`;�t2 I 5 G 17 It SA , ,�- I 33-a4° ucer /Director /Partner/Manager who signed above. Turn Over for Instructions First Floor At least one window in bedrooms will meet egress 3/ 1/2x793/4FD 8 ox lf) 0 4X 0 K oxo 40 3/4 x 31 3/4 HR 5 Storage Room 733/4x381/8 CA 363/4x381/8 HR Maid's Room 7 Utility 36 3/4 x 38 118 HR Room 18 3/4 x 38 1/8 CA 3 Bath 40 3/4 x 31 HR 2 Garage Kitchen 1 37 x 79 314 FD 'm by: East Coast Windows & Doors, Inc. 1711 SW 7th Avenue Pompano Beach, FL 33060 (954) 581 -2113 Ext. 201 Breakfas Room Dining Room 65' Job Site: Seaton Residence 1201 NE 97th Street Miami Shores, FL 33138 Sheet 1 of 2 Second Floor Closet Prepared by: East Coast Windows & Doors, Inc. 1711 SW 7th Avenue Pompano Beach, FL 33060 (954) 581 -2113 Ext. 201 Job Site: Seaton Residence 1201 NE 97th Street Miami Shores, FL 33138 Sheet2of2 k JOB ADDRESS Seaton Residence 1201 NE 97th Street, Miami Shores, FL 33138 WINDOW / DOOR Opening Information WINDOWS / DOORS MULLION BARS SHUTTER Req'd WINDOWS & DOOR SIZE NOA PRESSURES REQUIRED PRESSURES PRODUCT APPROVAL # GLASS type / size Y / N Y / N PRODUCT APPROVAL # BAR SIZE NOA PRESSURES ( +) PSF ( -) PSF ( +) PSF ( -) PSF ( +) PSF ( -) PSF 1 37 x 79 3/4 70.0 80.0 46.1 50.2 09- 1028.10 7/16 Ann /HS N 2 40 3/4 x 31 75.0 75.0 48.3 52.4 07- 0815.09 5/16 Ann /Ann N 3 18 3/4 x 38 1/8 70.0 90.0 48.3 52.4 08- 0117.11 5/16 Ann/HS N 4 36 3/4 x 38 1/8 75.0 75.0 48.3 52.4 07- 0815.09 5/16 Ann /Ann N 5 40 3/4 x 31 3/4 75.0 75.0 48.3 52.4 07- 0815.09 5/16 Ann /Ann N 6 73 3/4 x 38 1/8 67.9 67.9 47.0 51.1 08- 0117.11 5/16 Ann/HS N 7 36 3/4 x 38 1/8 75.0 75.0 48.3 52.4 07- 0815.09 5/16 Ann /Ann N 8 31 1/2 x 79 3/4 70.0 80.0 47.0 51.1 09- 1028.10 7/16 Ann /HS N THIS FORM SHALL BE SUBMITTED ALONG WITH THE FLOOR PLAN AND ALL PRODUCT APPROVALS. * ** A MINIMUM OF TWO INSPECTIONS MAYBE REQUIRED (1st) FRAMING - DURING THE INSTALLATION OF CONCEALED FASTENERS (2nd) FINAL - AFTER ALL WORK IS COMPLETE. r 2007 FLORIDA BUILDING CODE WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING per ASCE 7 -05 FOR BUILDINGS WITH MEAN ROOF HEIGHT OF 60 FEET OR LESS DESIGN PRESSURES FOR INTERIOR ZONES ( "Zone 4 ") Mean Roof Height Tributary Area (sq. ft) (ft) 10 15 20 25 30 35 40 45 50 15 ` 6.5 45.2 44.4 43.7 43.1 42.7 42.3 41.9 41.6 -50.4 - 49.2 -48.3 - 47.6 - 47.1 - 46.6 - 46.2 - 45.9 -45.5 16 47.1 45.9 45.0 44.3 43.7 43.3 42.9 42.5 42.2 - 51.1 -49.8 -49.0 - 48.3 - 47.7 - 47.3 - 46.8 - 46.5 -46.2 17 47.7 46.4 45.6 44.9 44.3 43.8 43.4 43.0 42.7 - - u • .6 - 48.9 - 48.3 - 47.9 - 47.4 - 47.1 -46.8 18 48.3 47.0 46.1 45.4 44.8 44.3 43.9 43.6 43.2 -52.4 -51.1 -50.2 -49.5 -48.9 - 48.4 - 48.0 - 47.7 -47.3 19 48.8 47.5 'r•• 45.9 45.3 44.9 44.4 44.1 43.7 -53.0 -51.7 -50.8 - 50.1 -49.5 -49.0 - 48.6 - 48.2 -47.9 20 49.4 48.1 47.1 46.4 45.8 45.3 44.9 44.5 44.2 -53.5 -52.2 -51.3 -50.6 -50.0 - 49.5 -49.1 - 48.7 -48.4 22 50.4 49.0 48.1 47.4 46.8 46.3 45.8 45.4 45.1 -54.6 -53.3 -52.4 -51.6 -51.0 -50.5 -50.1 - 49.7 -49.4 24 51.3 49.9 49.0 48.2 47.6 47.1 46.7 46.3 45.9 -55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 26 52.2 50.8 49.8 49.1 48.4 47.9 47.5 47.1 46.7 -56.6 -55.2 -54.2 -53.5 -52.9 -52.3 -51.9 -51.5 -51.1 28 53.0 51.6 50.6 49.8 49.2 48.7 48.2 47.8 47.4 -57.5 -56.1 -55.1 -54.3 -53.7 -53.2 -52.7 -52.3 -51.9 30 53.8 52.3 51.3 50.6 49.9 49.4 48.9 48.5 48.1 -58.3 -56.9 -55.9 -55.1 -54.5 -53.9 -53.5 -53.1 -52.7 32 54.5 53.1 52.0 51.3 50.6 50.1 49.6 49.2 48.8 -59.1 -57.7 -56.7 -55.9 -55.2 -54.7 -54.2 -53.8 -53.4 34 55.2 53.7 52.7 51.9 51.3 50.7 50.2 49.8 49.4 -59.9 -58.4 -57.4 -56.6 -55.9 -55.4 -54.9 -54.5 -54.1 36 55.9 54.4 53.3 52.5 51.9 51.3 50.8 50.4 50.0 -60.6 -59.1 -58.1 -57.3 -56.6 -56.1 -55.6 -55.1 -54.8 38 56.5 55.0 54.0 53.1 52.5 51.9 51.4 51.0 50.6 -61.3 59.8 -58.7 -57.9 -57.3 -56.7 -56.2 -55.8 -55.4 57.1 55.6 54.5 53.7 53.0 52.5 52.0 51.5 51.1 - 62.0 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 -56.4 -56.0 58.3 56.7 55.7 54.8 54.1 53.5 53.0 52.6 52.2 - 63.2 - 61.7 -60.6 -59.7 -59.1 -58.5 -58.0 -57.5 -57.1 48 59.4 57.8 56.7 55.8 55.1 54.5 54.0 53.6 53.1 - 64.4 - 62.8 -61.7 - 60.8 -60.1 -59.6 -59.0 -58.6 -58.2 52 60.4 58.8 57.6 56.8 56.1 55.4 54.9 54.5 54.0 -65.5 - 63.9 - 62.8 - 61.9 - 61.2 - 60.6 -60.0 -59.6 -59.2 56 61.3 59.7 58.5 57.7 56.9 56.3 55.8 55.3 54.9 - 66.5 -64.9 - 63.7 -62.9 - 62.1 - 61.5 - 61.0 -60.5 -60.1 60 62.2 60.6 59.4 58.5 57.8 57.1 56.6 56.1 55.7 - 67.5 - 65.8 -64.7 - 63.8 - 63.0 - 62.4 - 61.9 - 61.4 -61.0 DESIGN PRESSURES FOR EXTERIOR ZONES ( "Zone 5 ") Emma T. Mellinger, P.E 1600 S. Federal Highway. #207, Pompano Beach, FL 33062 (954) 784-6991 (954) 781-5708 fax emmatticses.com Mean Roof Height Tributary Area (sq, ft) (ft) 10 15 20 25 30 35 40 45 50 15 46.5 45.2 44.4 43.7 43.1 42.7 42.3 41.9 41.6 -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 16 47.1 45.9 45.0 44.3 43.7 43.3 42.9 42.5 42.2 - 63.1 -60.6 -58.8 -57.5 -56.3 -55.4 -54.6 -53.9 -53.2 17 47.7 46.4 45.6 44.9 44.3 43.8 43.4 43.0 42.7 - 63.9 -61.4 -59.6 -58.2 -57.1 -56.1 -55.3 -54.5 -53.9 18 48.3 47.0 46.1 45.4 44.8 44.3 43.9 43.6 43.2 -64.6 -62.1 -60.3 -58.9 -57.8 -56.8 -55.9 -55.2 -54.5 19 48.8 47.5 46.6 45.9 45.3 44.9 44.4 44.1 43.7 - 65.4 - 62.8 -61.0 -59.6 -58.4 -57.4 -56.6 -55.8 -55.2 20 49.4 48.1 47.1 46.4 45.8 45.3 44.9 44.5 44.2 -66.1 - 63.5 - 61.6 -60.2 -59.0 -58.1 -57.2 -56.4 -55.8 22 50.4 49.0 48.1 47.4 46.8 46.3 45.8 45.4 45.1 - 67.4 -64.8 - 62.9 - 61.4 -60.2 59.2 -58.4 -57.6 -56.9 24 51.3 49.9 49.0 48.2 47.6 47.1 46.7 46.3 45.9 68.7 66.0 64.1 62.6 61.4 -60.3 -59.4 -58.7 -58.0 26 52.2 50.8 49.8 49.1 48.4 47.9 47.5 47.1 46.7 -69.8 - 67.1 - 65.1 - 63.6 - 62.4 - 61.4 -60.4 -59.6 -58.9 28 53.0 51.6 50.6 49.8 49.2 48.7 48.2 47.8 47.4 -70.9 -68.2 - 66.2 - 64.6 - 63.4 - 62.3 - 61.4 -60.6 -59.9 30 53.8 52.3 51.3 50.6 49.9 49.4 48.9 48.5 48.1 -72.0 - 69.2 -67.1 - 65.6 - 64.3 - 63.2 - 62.3 - 61.5 -60.7 32 54.5 53.1 52.0 51.3 50.6 50.1 49.6 49.2 48.8 -73.0 -70.1 - 68.1 -66.5 - 65.2 - 64.1 - 63.1 - 62.3 -61.6 34 55.2 53.7 52.7 51.9 51.3 50.7 50.2 49.8 49.4 -73.9 -71.0 -68.9 - 67.3 - 66.0 - 64.9 - 64.0 - 63.1 -62.4 36 55.9 54.4 53.3 52.5 51.9 51.3 50.8 50.4 50.0 -74.8 -71.9 -69.8 - 68.1 - 66.8 - 65.7 - 64.7 - 63.9 -63.1 38 56.5 55.0 54.0 53.1 52.5 51.9 51.4 51.0 50.6 -75.7 -72.7 -70.6 - 68.9 - 67.6 - 66.5 -65.5 - 64.6 -63.8 57.1 55.6 54.5 53.7 53.0 52.5 52.0 51.5 51.1 -76.5 -73.5 -713 - 69.7 - 68.3 - 67.2 - 66.2 -65.3 -64.5 58.3 56.7 55.7 54.8 54.1 53.5 53.0 52.6 52.2 -78.0 -75.0 -72.8 -71.1 - 69.7 - 68.5 - 67.5 - 66.6 -65.8 48 59.4 57.8 56.7 55.8 55.1 54.5 54.0 53.6 53.1 -79.5 -76.3 -74.1 -72.4 -71.0 - 69.8 -68.8 -67.9 -67.1 52 60.4 58.8 57.6 56.8 56.1 55.4 54.9 54.5 54.0 -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 - 69.9 - 69.0 -68.2 56 61.3 59.7 58.5 57.7 56.9 56.3 55.8 55.3 54.9 -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 -69.3 60 62.2 60.6 59.4 58.5 57.8 57.1 56.6 56.1 55.7 -83.3 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 General Notes 1 These tables are not valid as a site - specific drawing 2 These tables are only valid when signed and embossed with raised impression seal by Emma T. Mellinger, P.E. 3 No alterations or markings on this document are permitted 4 These tables apply to walls and vertical surfaces only. 5 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 6 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. 7 This document is the work and property of Emma T. Mellinger. P.E., and shall not be reproduced in whole or in part without her express written consent. ,JOB SITE LOCATION: WIND SPEED = 146 MPH, EXPOSURE "C" These tables are valid for the following conditions only: 1 Wind Speed (3- second gust): 146 mph. 2 Building Category: II (General Residential and Commercial Construction). 3 Importance Factor. 1.0 4 Exposure Category: C 5 Topographic Factor (Kit): 1.0 (Flat Terrain) 6 Directionality Factor (Kd): 0.85 For situations requiring Kd =1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local building official and product approvals before use, 7 Gcpi: +- 0.18 8 Enclosed Building Consult an Engineer for any other conditions Instructions 1 Tables show the "worst case" design pressures, with any unknown variable at its critical condition. 2 Tables are valid only for mean roof heights of 60 feet or 3 Tables are valid for any roof slope. For reductions for roof slopes less than 10 degrees. consult Engineer for site specific analysis. 4 Calculate the average roof height. If average cannot be determined, use the peak roof height. Round up the roof height to the next highest table value. 5 Calculate the tributary area (length x height) of the opening in question. Round the tributary area down to the next smallest table value. If the tributary area is unknown, use the most critical value (10 square feet). 6 Area between structural mullions shall be used as tributary area. 7 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer than distance "a" to a building comer shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than distance "a" from a building comer, the opening shall be considered in an Interior Zone (4). 8 Distance "a," as refered to above, shall be calculated as 10% of the minimum building width, but not less than 3 9 Read the worst case positive and negative design pressures for use as required by governing building Emma T. Mellinger, P.E. FL P.E. # 50049 Date: June 22, 2011 i'w(11 0 E/@1/1' "fi orl 7. mpet=- Ain- Florida Building Code Online Page 1 of t srm BCIS Home 1 Log In 1 User Registration j Hot Topics 1 Submit Surcharge 1 Stats & Facts i Publications 1 FBC Staff 1 BCIS Site Map 1 Links 1 Search 1 C ornmunity Affairs 0, NOUSIt G S. COMMUiJ! P' DEV L )PMENT orricE o: t:4C' ,M SECIAgWY Product Approval USER: Public User Product Approval Menu > Product or Application Search > pplicatlop List > Application Detail FL # • Application Type Code Version Application Status Comments Archived FL2-4 .2-R9 Revision 2007 Approved Product Manufacturer 1 PGT Industries Address /Phone /Email 1070 Technology Drive Nokomis, FL 34275 (941) 486 -0100 Ext 22318 druark @pgtindustries.com Authorized Signature Robert Clark bclark @pgtindustries.com Technical Representative Robert Clark Address /Phone /Email Quality Assurance Representative Address /Phone /Email 1070 Technology Dr. Venice, FL 34275 (941) 480 -1600 Ext 21106 bclark @pgtindustries.com Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard TAS 201, 202, 203 TAS 202 Year 1994 1994 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 05/08/2009 05/09/2009 05/15/2009 06/09/2009 03/03/2010 Page 2 of, Summary of Products FL # Model, Number or Name Description 242.1 HR -201 (Heavy Duty Meeting Rail) Aluminum Horizontal Roller Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #07- 0214.16 for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL242 R9 C CAC 201 -HDMR- 07-0214- 16.pdf FL242 R9 C CAC Letter HR -201 HDMR.pdf Quality Assurance Contract Expiration Date 06/27/2012 Installation Instructions FL242 R9 II 201 - HDMR -07- 0214- 16.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.2 'HR -201 (Standard Meeting Rail) Aluminum Horizontal Roller Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ:.Yes Impact Resistant: No Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #07- 0214.17 for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL242 R9 C CAC 201 -07- 0214- 17.pdf FL242 R9 C CAC Letter HR -201 StdMR.odf Quality Assurance Contract Expiration Date 06/27/2012 Installation Instructions FL242 R9 II 201 -07- 0214- 17.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.3 HR -610 (Non- Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #07- 0815.08 for product performance information, anchorage details, and anchor type, size, and spacing information. HVHZ must follow all provisions identified as "Miami- Dade" on the NOA drawings. Certification Agency Certificate FL242 R9 C CAC 610 -07- 0815- 08.pdf FL242 R9 C CAC Letter HR- 610.pdf Quality Assurance Contract Expiration Date 07/27/2011 Installation Instructions FL242 R9 II 610 -07- 0815- 08.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242,4_52- HR -710 (Impact)--- 'Tin uar. ' uminum -onzon a •o er in.o 1 Limits of Use Certification Agency Certificate FL242 R9 C CAC 710 -07- 0815- 09.pdf Approved for use in HVHZ: Yes---iy df • • • • e er - R 7-t0T7 Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Quality Assurance ContracrExpurafion Date 12/21/2011 Installation Instructions FL242 R9 II 710 -07- 0815- 09.pdf OthOWPlease see Miami- DadCuurrty- Notice -of- - -, Acceptance (NOA) #07- 0815.09 for product performance information, anchorage details, and anchor type, size,—, and spacing information. HVHZ must follow all provision/ Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: *citified as "Miami Dade" on *fie N` drawings-: 242.5 HR -810 (Large Missile Impact) Multi -Story Aluminum Horizontal Roller Window r Florida Building Code Online Page 3 of Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #08- 0408.03 for product performance information, anchorage details, and anchor type, size, and spacing information. HVHZ must follow all provisions identified as "Miami- Dade" on the NOA drawings. Certification Agency Certificate FL242 R9 C CAC 810 LM 08- 0408- 03.PDF FL242 R9 C CAC Letter HR -810 LM.odf Quality Assurance Contract Expiration Date 01/02/2013 Installation Instructions FL242 R9 II 810 LM 08- 0408- 03.PDF Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.6 HR -810 (Non- Impact) Multi -Story Aluminum Horizontal Roller Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #07- 0829.09 for product performance information, anchorage details, and anchor type, size, and spacing information. HVHZ must follow all provisions identified as "Miami- Dade" on the NOA drawings. Certification Agency Certificate FL242 R9 C CAC 810- NI -07- 0829- 09.PDF FL242 R9 C CAC Letter HR -810 NI.pdf Quality Assurance Contract Expiration Date 01/02/2013 Installation Instructions FL242 R9 II 810- NI -07- 0829- 09.PDF Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.7 IIHR -810 (Small Missile Impact) I Multi -Story Aluminum Horizontal Roller Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #07- 0829.08 for product performance information, anchorage details, and anchor type, size, and spacing information. HVHZ must follow all provisions identified as "Miami- Dade" on the NOA drawings. Certification Agency Certificate FL242 R9 C CAC 810- SM -07- 0829- 08.PDF FL242 R9 C CAC Letter HR -810 SM.pdf Quality Assurance Contract Expiration Date 01/02/2013 Installation Instructions FL242 R9 II 810- SM -07- 0829- 08.PDF Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.8 OSGD -2500 Window Aluminum Horizontal Roller Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #08- 0213.04 for product performance information, anchorage details, and anchor type, size, and spacing information. HVHZ must follow all provisions identified as "Miami- Dade" on the NOA drawings. Certification Agency Certificate FL242 R9 C CAC 08021304.pdf FL242 R9 C CAC SGD2500WindowLetter.pdf Quality Assurance Contract Expiration Date 05/22/2013 Installation Instructions FL242 R9 II 08021304.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Privacy Statement 1 Copyright Statement 1 Accessibility Statement 1 Pluo -In Software 1 Customer Service Survey 1 Contact Us Product Approval Accepts: Pg 1, +.�• / /.r .inr finr:an1,1141a4rn es, n /rr /rr orr .i +T To rl—AifZTlf1rnT 'TODD. +A /urn+ A /!. /7/11! PGT® Visibly Better.'. 1070 Technology Drive Nokomis, FL 34275 July 8, 2008 Reference: HR -710 LM NOA 07- 0815.09 Toll Free Phone 800.282.6019 Local Phone 941.480.1600 Engineering Fax 941.488.3196 To Whom It May Concem: The above - referenced Miami -Dade County Notice of Acceptance meets the requirements of the F1oorida Building_Code 2 0 eidition, section 1714.5.2.1 (TAS 202 protocol) and sections 1609.1.2 and 1626 (TAS 201, 202, 203 protocols Large Missile). Sincerely, >:p 4.` i � Robert'L. Clark, P.E. P.E. #39712 PGT Code Compliance MIAMMDiADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: Impact - HR 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.eov/buildinecode 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 "HR -710" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15 /2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, 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 and Small 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 No. 06- 0405.06 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 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 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, TAS 202 -94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 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) 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F114-4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 Manuel Per As Product Control a NOA No 07-07'.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 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 for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. OW LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16' LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXKEEPSAFE MAXIMUM PVB INTERLAYER. E. 7/16' LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16' LAMI CONSISTING OF (2) LITES OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 0.13116° LAMI 10: (1) LITE OF 1/8' OR 3/18' ANNEALED (MIN.) GLASS, 5/16" OR 3/8' AIR SPACE AND 5/18" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16' LAMI IG: (1) LATE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 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. L 13/16° LAMI 10: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 5/16" OR 3/8' AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13/18° LAMI IG: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3116° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K 13/16' LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16° OR 1/4" AIR SPACE AND 716' LAMI CONSISTING OF (1) UTE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16° LAMI ID: (1) LITE OF 118° OR 3/16' ANNEALED (MIN.) GLASS, 3/16' OR 1/4' AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: OJX XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 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-4858, FTL-4859 AND FTL -5330. ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, upit,jE AIrVI� IP.01114 { 41.1�ING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). t t. grader: F.K 4'15107 ADD FTL -5330 TO NOTES 7& CHG. NOTE8 TO CURRENT EDIT. grader, F.K Oslo 10/17/06 tad CHANGE TOASTME 1300-02 grades FJC am, 5/13/06 ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7 & NOTE 8. Gamer F.K. 7128/06 *ceder. J.J. 323/06 1070 TECk04OLOOY DRNE NO180M38, FL 34275 P.O.00X 1829 - NOKOMI8, FL 34274 PcGT Vvtb&J Better GENERAL NO9"ES''' rn ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Swmaa.e HR710 NTS 1 m 11 4127 -10 Roe NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 8 EXTRUSIONS 7 CORNER DETAIL. 5 ANCHORAGE 8-11 PRODUCT REVISED as complying with Om Florida E::ildiag Coda A, rtanceNoC 5:07 Expiration Dam ' 1I/ fr BY 1/T NOM. GLASS BITE 1/6' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1B' ANNEALED OR HEAT STRENGTHENED GLASS 5/16° NOM. 5/16" LAMINATED GLASS \f 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 7/16° LAMINATED GLASS GJ EXTERIOR INTERIOR* (ALL SECTIONS) 12' NOM. GLASS BITE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118' ANNEALED OR HEAT STRENGTHENED GLASS 5/16° LAMINATED 5/18° OR 3/8° AIR SPACE 1/8° OR 3/16' ANNEALED (MIN.) GLASS 13/16" NOM. 13/16° LAMI IG GLASS W/ 5/16" LAMI 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 3/16° OR 1/4° AIR SPACE 1/6' or 3/16' ANNEALED (MIN.) GLASS 13/16' NOM. 13/16" LAMI IG GLASS W/ 7/16° LAMI PRODUCT REVISED ea cm eying with 9201.14ride B 4dm9 Cods Acc pool No 0 —, 8 Dam L4PP/ Reader FJC oar 4/15/07 9- NO CHANGE 7111S SHEET Reader F.K oar 10/17/08 Rewb= 8 NO CHANGE 7705 SHEET e9 F.K awe 5/13/06 Rewiner A ADD AIR SPACE DIM. TO LAMI 10 DETAILS use* F.K risks 2/28/00 arm der J.J. X56 1070 TECICIOLOGY DRIVE NONOMB. PL 34275 P.O. 30%1529 5090198. FL 34274 Visibly Better GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT arlarneckt HR710 s� a� Fug 2 d 11 I4va°°�4127 - -10 I C //ir Ro t L Clark P.E. PE 039712 Structural TABLE 1. XOX (1/4,112,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 318" 48" 50 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D,E,F, J,K, L +75.0 -75.0 TABLE 2. XOX (113,113,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 83" TO 86 7/16" A,B,C, G,H,I +60.0 -60.0 TO 88 7/16" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 I'I-2 `-'•�� ,�.32::.;1:,...:, with the Florida ei .. ;.,..,. No 07-0875.07 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 UP TO 74" C,D,E,F, I,J,K, L +75.0 -75.0 j , " ' GLASS TYPES: TEST REPORT FTL -4858 (XO)9, FTL -4859 (OX& AO) AND FTL-5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) H. 13/16" LAMI 10-1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1/8"HS) 1. 13/16" LAMI 1G -1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1/8 "HS) J. 13/16" LAMI 13-1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/18" LAMI - (3/16"A, .090, 3/16"A) K. 13/16" LAMI IG -1/8" OR 3/16°A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) L 13/16" LAMI IG -1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"HS) Robert L. CIaAc, P.E. PE 139712 Stru0ural FJX5/07 Cae ADD INTEGRAL FIN OPRON & UPDATE ASTM E 1300 -02 DIM '� � 0TECHN . FL 34278 P.O. BOX 1529 NOKOMIS, FL 34274 - �� DESIGN PRESSURES F.K. 10/17/08 C"a B REVISE DP TABLES TO ASTME 1300.02 t. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Pratt* aewe> F.K. am. 3/08 228/08 G""re4fi JJ. FAIR SPACE DIMENSION OfA53TYPES OTHRUL ADD 323/08 I Vvtbly Better " HR710 �e NTS i ""°" 3 d 11 °s�1° I 4127 -10 �` I C 27 3/8' MAX DLO VENT 54 5/18' MAX DLO FIXED C� A 56' MAA DLO 110° MAX WIDTH I.F. FRAME 111° MAX WIDTH FLANGE FRAME DL DETAIL B - XOX (1/4-1/2 -1/4) • r VIJ 107 11J •••••••• DLO FIXED DLO VENT C� A 56' MAA DLO X ALL 62' I.F. FRAME ALL CONFIG. f 83' M FLAN FRAI AU CONE MAX A f A 3/8' AX X K ALL XEDTS TES O I X C I La 73' MAX WIDTH I.F. FRAME ---1 1+ 74° MAX WIDTH FLANGE FRAME DETAIL A - OX OR XO GE NE G. A 27 318° 27 3/8' MAX DLO MAX. DLO VENT FIXED I� 85 7/16' MAX WIDTH I.F. FRAME -�� 0 7/16° MAX WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D-D Q (FRAME CORNER CONSTRUCTION) ;•: ^.'•: 1{`r REVISED . . -, _.- with Um Florida :nee No 07`0= .S. oq auoa Date ±.51/12 o// / sy rodact COMM Revd er F.K Orr 4/15/07 Rev@ins ADO INTEGRAL FIN FRAME MAX DIMENSIONS AND CORNER CONSTRUCTIONDETA/L FROMSHT. 6. Regdar F.K Gee 10/17/06 Re•fee• NO CHANGE THIS SHEET Reader F.K. 0.0e 5/13/06 Reekbar A NO CHANGE TH1S SHEET er F.K 2!6/08 amender J.J. 323/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1525 NOKOMIS, FL 34274 Visib(7 Better ELEVATIONS m ALUM. HORIZONTAL ROLLER WINDOW, IMPACT MEC sor HR710 1 N ea.e 4 d 11 4127-10 C //1- 7.0 dt L Clark, P.E. PE #35712 SUuaWral INTERIOR EXTERIOR 0 1- EXTERIOR �- MAX FIXED DLO —1 MAX WIDTH (FLANGE FRAME) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. HEIGHT FLANGE FRAME Q INTERIOR MAX. VENT DLO i_- MAX FIXED DLO — 1 MAX VENT DLO MAX WIDTH (IF. FRAME) EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIIFRAME) EXTERIOR SECTION C-C (VERTICAL SECTION, FLANGE FRAME) SILL INTERIOR (VERTICAL SECTION, I.F. FRAME) ,6, HEAD (VERTICAL SECTION, I.F. FRAME)) PRODUCT REVISED as coredy•ng with the Florida Code Axq.thacc No button Dam &wmer RIC Dew 4/15/07 ADD INTEGRAL FIN FRAME', ITEMS 41, 42 AND 43 AND VIEWS. newest: F.K. Dew 10/17/06 NO CHANGE THIS SHEET &wade,: FJC reds 5/13105 Ne A NO CHANGE THIS SHEET ENVOI Br F.K 2/2/28/05 Otawoder J.J. Dee 3/23/05 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34175 P.O. 60X 1520 NOKOMIS, FL 34274 Visibly Better ETFONS roc ALUM. HORIZONTAL ROLLER WINDOW, IMPACT aacoemme HR710 Half 5 d 11 4127 -10 C /7/7//: �j a7 Robert L. Civic, RE. PE 4138712 Structural Yl'F1NI 2 3 4 6 7 8 10 12 13 14 15 16 17 19 21 22 23 24 DWG# REV 4102 A 4025 4053 4136 4137 4131 71298 1626 4002 A 4134 1155 4110 G 4054 B 4066 4105 1683 DESCRIPTION FLANGE FRAME HEAD MAIL 6063 -T6AL PGT# 612237 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL #8 X 3/4 PE PAN HEAD 612244 7834AA SASH STOP COVER (SA SH STOP) FLANGE FRAME SILL SILL ADAPTOR ROLLER TRACK WEEP HOLE COVER 6063 -T5 AL. 6063 -T6AL 6063 -T6AL 6063 -T6 AL POLYPROP. ADHESIVE OPEN CELL FOAM PAD FLANGE FRAME JAMB 6063 -T6AL GASKET FORMAN FRAME SIILJOINT #8 X 1.000 QUAD PN. SMS SCREEN ADAPTOR FDCED MEETING RAIL 6063 -T5 AL 6063RD -T6 AL WSTP.,.187 X.230, FIN SEAL SASH TOP & BOITOM RAIL 6063 -T5 AL 29 225-1 226 4128 WSTP,250X.270BACK, FIN SEAL ROLLER HOUSING& GUIDE 64136 64137 64131 71298 7PAD1626 612225 74134W/IC 781PQA 64110G 64054A 640660 612240 61683G BRASS ROLLER WHEELS HORIZONTAL ROLLER SASH TOP GUIDE BRASS POLYPROP. 42112111) 7BRWHL2 44128N 32 4006 D SASHMEETINGRAIL 60631-IS -T6 AL 64006 33 1235 WSTP.,.170 X .270 BACK, FIN SEAL 67S160 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X.625 PH. FLSMS 7858 37 4126 SASH SIDEBAR, 6063 -T5 AL 64126 38 1683 WSTP,250 X .270 BACK, FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187 X .275 67070K 40 LIFT RAIL COVER CAP 74078"C" L ORR 41 4139 I F. FRAMEHEAD 6063 -T6AL 64139 42 4140 IE. FRAME KILL 6063 -T6 AL 64140 43 4141 LF. FRAMEJAMB 6063 -T6AL 64141 50 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 51 1224 VINYL G.AZINGBFAD BULB (THICK) 6TP247W,K 52 1225 VINYL CiiAZ1NG BEAD BULB (THIN) 6172481( 53 4039 B GIAZINGBEAD - 5/16" 6063 -T5 AL 64039B 54 4044 B CILAZING BEAD -5/16" W /Cii1IIL.K1T 6063 -T5 AL 644703 55 4222 A GLAZING BEAD - 7/16" 6063 -T5 AL 64222 56 985 C GIAZINGBFAD- 7/16" W /GRILL KIT 6063 -T5 AL 6985 59 4067 GIAZINGBEAD - 13/16" 6063 -T5 AL 64067 60 CRASS, 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) 61 " 5/16" LAMI 1/8" A, .090 PVB, i/8" HS) 62 " 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 63 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 64 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 65 " 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) A A A 1TFM DWGII RE DESCRIPTION 1 MAIL I PGT# 66 GLASS, 67 68 69 70 71 72 73 74 75 76 77 90 1014 13/16" IAMI IG1 /8 "A, 3/8 "AIR SPACE, 5/16" IAMI (1/8"A, .090 PVB, 1/8"A) 13/16" LAMI IG1 /8 "A, 3/8" AIR SPACE 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "HS) 13/16" IAMI IG-1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB,1 /8 "I-IS) 13/16" IAMI IG3 /16"A, 5/16" AIRSPACE, 5/16" IAMI (1 /8 "A, .090 PVB, 1/8 "A) 13/16" IAMI IG-3/16"A, 5/16" AIR SPACE, 5/16" LAMI 1/8 "A, .090 PVB,1 /8 "HS) 13/16" LAMI IG.3 /16 "A, 5/16" AIR SPACE, 5/16" IAMT (U8"HS, .090 PVB, 1 /8 "HS) 13/16" LAMI IG1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16 "A) 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16 "HS) 13/16" LAMI IG1/8 "A,1 /4" AIR SPACE 7/16" LAMI (3/16"HS, .090 PVB, 3 /16 "HS) 13/16" IAMI IG3 /16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 13/16" LAMI IG3 /16 "A, 3/16" AIR SPACE 7/16" LAMI (3/16 "A, .090 PVB, 3 /16"HS) 13/16" LAMI IG3 /16 "A, 3/16" AIR SPACE, 7/16" IAMI (3/16"HS, .090 PVB, 3 /16 "HS) SCREEN FRAME (HOR. & VER.) 3105 -H14 AL 91 1630 SCREEN CORNERKEY W /RINGS POLYPROP. 92 1631 SCREEN CORNERKEY W /OI1TRJNGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCRffiV SPLINE -.135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC 96 SCREEN 2710 .062 (DA #4139, 6063-76 I.F. FRAME HEAD 2.784 —ri.,■. L.9881 O43 I.F. FRAME JAMB p #4141, 6083 -T6 .082 7 3.152 �- 2710 -� 42 .F. FRAME SILL p #4140,6083 -T6 PRODUCT REVISED as complying with the Florida Building Cad* Acceptance � 0 -- regAratIon Road BX El( Date 4/15/07 Kershaw C ADD GEMS 41, 42643 4.M er FJC Date 10/17/06 NO CHANGE 71475 SHEET Rmtler FJC a"": 5/13/08 Prettkes A ,ADD SPACE DIMENSIONS 17 41S 68 THRU 77. o.,aer F.K. 2278 /O8 ema.eer J.J. 223/06 1010 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O.80X 1824 NOKOMIS, FL 30274 FIGT Visibly Better PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT • SorboSbiat Scow HR710 NTS 16 d 11 D'"°�4127 - -10 I C 062 L2.710 Al 73 O FLANGE FRAME HEAD #4102A, 6063-Te .490 Ul O SASH STOP #4025, 6063 -T5 21 SASH TOP & BOTTOM RAIL #4133, 6083-T5 .050 1.096 O GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W/ GRILL KIT) 3.152 1.122 2.710 6 FLANGE FRAME SILL #4138,8083 -T8 .061 48 O HORIZ. ROLLER TRACK #4131.6063 -T6 2 1.081 1- 32 SASH MTG. RAIL #4008D, 6083HS -166 .678 1.098 444444555555-1 --.HH 55 GLAZING BEAD 7/16" #4222A, 6083-T5 1.187 37 3 SASH STOP COVER #4053, 6083-T5 O FRAME SILL ADAPTER #4137, 6063 -T6 11.403 17 FIXED MEETING RAIL #4054B,6063HD -T6 29r— SASH SIDE RAIL #4128, 6083-T5 1.549 .050 1.115 56 GLAZING BEAD, 7/16" #985C, 6083-T5 (USED W/ GRILL KIT) .678 I•.- -- 2.784 — 1 ✓ 1.363 .062 13 FLANGE FRAME JAMB #4002A,6063 -T8 .678 1.098 --l-■—•-1 53 GLAZING BEAD, 5/16° #40398,6063 -T5 483 .050 59 GLAZING BEAD, D, 13/16 " #4067, 6063 -T5 .097 Reader FK flake 4/1507 NO CHANGE THIS SHEET er FJC Cake 10M7/06 Malta. NO CHANGE THIS SHEET Road Br FJC om< 5/13706 awwr. A NO CHANGE THIS SHEET or.ee* FJC 226/06 Cheated,* J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIB, FL 34276 P.O Km l529 NOKOMIS. FL 34274 Visibly Better EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT e smtosc HR71O enk mre Half 7 -11 4127-10 IC PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 - Expiration Daxs 0/ ' - g /1 Robert L. Chak. P.E. PE 630712 Structural ANCHOR QUANTITIES, XOX (114 -112 -114) WINDOWS TABLE 4 GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L ANCHOR TYPE> & SUBSTRATE Z3, WOOD 2 CONC 1, CONC Z3, WOOD z CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW 8I2E W v H HEAD & SILL 40 m HEAD & SILL m m HEAD & SILL (0 m HEAD & SILL m m g HEAD & SILL rn N HEAD &SILL 53.125 x 38.375 48.000 50.625 54.000 60.000 83.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +03 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +03 +1 3 1 +02 +1 +02+1 3 1+02+1+02+1 3 1+02 +1+02 +1 3 1+02 +1 +03+1 3 1+{2 +1 +02+1 3 1+02 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +02+1 +02+1 3 1 +C2 +1 +03+1 3 1+02+1 +C2+1 3 1 +03+1 +02+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1+03 +1+{2 +1 3 1 +03+1 +03+1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 83.000 1 +C2+1 +02 +1 2 1 +02 +1 +02+1 2 1 +02 +1 +02+1 2 1+02 +1 +C2 +1 2 1+03+1 +C2 +1 2 1 +02 +2 +02+1 2 1 +02 +1 +02 +1 3 1+03+1 +02+1 3 1 +03+1 +02+1 3 1 +02+1 +02+1 3 1+03 +1 +02 +1 3 1 +C2 +2+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02+1 3 1 +C2 +1 +02+1 3 1+03 +1 +02+1 3 1 +03 +1 +02 +1 3 1 +02 +2+02+1 3 1 +03+1 +C2 +1 3 1+03+1+02+1 3 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 1 +02 +2+{2+1 3 1+02 +1 +02+1 3 1 +02+1+02 +1 3 1 +02+1 +02+1 3 1 +02+1+C2+1 3 1 +C2 +1 +02+1 3 1 +03+2+03+1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1 +03 +2 +03+1 3 74.000x 38.375 4&000 50.626 54.000 60.000 83.000 1 +C2 +2 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +2 +02+1 2 1 +C2 +2 +02+1 2 1 +02 +2+02 +1 2 1 +02 +2 +02+1 2 1+02 +2+02+1 3 1 +C2 +1 +02+1 3 1 +02 +2+02 +1 3 1 +02+2 +02+1 3 1 +03 +2 +02+1 3 1 +C2+2+C2+1 3 1 +C2 +2 +02+1 3 1 +03+1 +02+1 3 1 +02 +2+03+1 3 1 +02+2+C2+1 3 1 +C2 +2+02+1 3 1 +C2 +2+03 +1 3 1 +02 +2+02+1 3 1 +02 +1 +02+1 3 1 +02+2 +02+1 3 1 +82 +2 +02+1 3 1 +02 +2 +C2 +1 3 1 +03+2+03+1 3 1+02+2 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +03 +2 +02 +1 3 1 +02 +2 +02+1 3 1 +03 +2+02+1 3 1 +03+2+03+1 3 1 +02+2+C2+1 3 1 +02+1+02+11 3 84.000x 38.375 48.000 50.825 54.000 80.000 63.000 1 +(2+2+02 +1 2 1 +02+2 +02+1 2 1 +03+2 +03+1 1 +C2 +2+02 +1 3 1 +03+2 +03+1 3 1 +C2 +2+02 +1 3 1 +03+2 +03+1 3 2 1 +02+2+03+1 2 1 +02+2+02 +1 2 1 +02 +3+(2+1 2 1 +03 +2 +02+1 3 1 +02+2 +02+1 3 1 +02 +2 +02+1 3 1+03 +2 +02 +1 1 +C2 +2 +C2 +1 3 1 +03+3+03+1 3 1+(2+2 +C2 +1 1+02+2 +c2 +1 3 3 1 +02 +2 +02+1 1 +02+2 +02 +1 3 1 +02 +2 +02 +1 3 3 1 +C2 +2 +02 +1 3 1 +03+2 +03+1 1 +02 +2+(2+1 3 1 +02 +2+02 +1 3 1 +03+3+03+1 3 3 1 +02+2 +02+1 3 1 +04+3+04 +1 3 1 +02+2 +C2 +1 3 1 +C2 +2+02 +1 3 1 +03+2+03+1 3 1 +03+2+03+1 3 1 +C2 +2 +02 +1 3 1 +C4 +3+04+1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +03+2 +03+1 3 1 +03+2 +03+1 3 1 +C2 +2+02 +1 3 1 +C4 +3+04 +1 3 106.375 x 38.375 48.000 60.826 54.000 60000 63.000 1 +02+2+C2 +1 2 1 +02 +2+02+1 2 1 +C2 +3+03 +1 2 1+02 +3+02+1 2 1 +02+3+(2 +1 2 1 +02 +4+(2 +1 2 1 +(2 +3+02+1 3 1 +03+2+(2+1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1+02+3+02+1 3 1 +0+4+03+1 3 1 +C2+3+C2 +1 1 +03+3+03+1 3 1+02 +2 +C2 +1 3 1 +03+3+03+1 3 3 1 +0x+2 +C2 +1 3 1 +(3+3+03+1 3 1 +(3+3+03+1 1 +03 +3+03+1 3 1 +(3+3+03+1 3 1 +03 +4 +03+1 3 3 1 +03+3+03+1 3 1 +04+4 +04 +1 3 1 +03+3+03+1 3 1 +02+2+02+1 3 1 +04+3+04+1 3 1 +04 +3+04 +1 4 1 +C3 +3+03+1 3 1 +04+4+04+1 3 1 +03+3+03+1 3 1 +02+2+03+1 1 +04 +3+C4 +1 3 1+04 +3+04+1 4 1 +04 +3+04+1 3 1 +05+4 +05+1 3 111.000 x 38.375 48.000 50.625 54.000 60.000 83.000 1 +03 +3+02 +1 2 1 +02 +2+02+1 2 1 +02 +3+02 +1 2 1 +02 +3+(2+1 3 1 +(2 +3+02 +1 2 1 +02 +4 +02 +1 2 1+02+3 +02 +1 3 1 +(2 +2 +02+1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1 +(2 +3+(2+1 3 1+03+4 +03+1 3 1 +02+3+02+1 3 1 +02 +2 +02 +1 3 1 +(3+3+03+1 3 1 +C3 +3+03+1 3 1 +03 +3+03+1 3 1 +03+4+03+1 3 1 +03+3+03+1 3 1 +02 +2 +(2 +1 3 1 +03 +3+0x+1 3 1 +03 +3+03+1 3 1+03 +3 +03+1 3 1 +C4 +4+04+1 3 1 +03+3+03+1 3 1 +02 +2 +02+1 3 1 +04 +3+04+1 3 1+04 +3+04 +1 4 1 +03+3+03+1 3 1+04+4+04 +1 3 1 +03+3+(3+1 3 1+{2+2 +(2 +1 3 1 +04+3 +04 +1 3 1+04 +3+04+1 1 +04 +3+04+1 3 1 +05+4 +05+1 4 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 - 1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16' LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (118"A,.090, 1/8" HS) C. 5/16' LAMI - (1/8° HS,.090, 1/8° HS) D. 7/16" LAMI - (3/18" A,.090, 3/16" A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/18' LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16' LAMI H. 13/16° LAMI 10 - 1/8' OR 3/16" A, 5/16° OR 3/8' SPACE, 5/16" LAMI I. 13/16" LAMI 10 - 1/8' OR 3/16° A, 5/16' OR 3/8" SPACE, 5/16" LAMI - J. 13/16" LAMI 10 - 1/8" OR 3/16' A, 3/16" OR 1/4° SPACE, 7/16" LAMI - K. 13/16' LAMI 10 - 1/8' OR 3/16° A, 3/16" OR 1/4" SPACE, 7/16° LAMI - L. 13/16" LAMI 10 - 1/8' OR 3/16° A. 3/18' OR 1/4° SPACE, 7/16" LAMI - (1/8" A,.090, 1/8" A) - (1/8' A,.090, 1/8" HS) (1/8" HS,.090, 1/8' HS) (3/16" A,.090, 3/16' A) (3/16" A,.090, 3/16" HS) - (3/16' HS,.090, 3/16' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERUNE. 25 3/4' MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2° MAX O.C. TABLE KEY: X O X_ �1 +03+4+03 +11 3 -.--- ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3' MIN. O.C. ANCHOR SPACING) 25 3/4" max. 1 -.1 (.--3" MIN. 1 141 1 i 1 1 l5* 1 9' REF. X O X -, MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 25 3/4" MAX. 1 1/2" TYP. h--3' MIN. 1111 1 1 (4 1141 5-- 9° REF. X O X MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Re,sd ar F.K. Delc 4/ 4/15107 Rafskar C UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. ADJ ar.mar F.K. Olds 10/17/1 a. REVISE ANCHORAGE FORMAT, HEAD8 SILL CLUSTERS a°.mar wit: RnWmac F.K 5/13100 A ADD SPACE DIMENSIONS GLASS TYPES G 1NRUL Br cum omc FJC 7128/06 JJ. 3 070 TE4> Na.OGY OI0VE NOXOMIS, FL 34275 P.O. 139X 1528 NOXO341S. FL 34274 PGT Vir/blj Better ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) rm ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sr..c HR710 Sit! R* amrasaa NTS 8 m 11 4127 -10 PSODU T 1 :EVISED a9 c(l7 :.>.; with dm Florida E,4! _.;. Cal: Acx.ancs No O -0 % .0 Eapbodon Dam Robot L Clark. P.E. PE 639712 Structural ANCHOR QUANTMES, XOX (1/3- 1/3 -1/3) WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) ANCHOR TYPE) &SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, rJONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H HEAD & SILL in HEAD & 30.1 -, rn HEAD & SILL -, v1 HEAD & SILL - h < HEAD & SILL (0 HEAD & SILL -, 2. GLASS TYPES: g A. 5/18° LAMI - (1/8' A,.090, 1/8° A) -, B. 5/16" LAMI - (1/8" A,.090,1/8° HS) 48.000x 38.375 48.000 50.825 54.000 80.000 63.000 1 +C2 +1+C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1+C2 +1 2 1 +C2 +1 +C2 +1 2 C.5/16° LAMI -(1/8" HS,.090,1/8" HS) D. 7/16" LAMI- "0,.090,3 /16°0) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 (3/16 3 E. 7/18" LAMI - (3116" A,.090, 3/18° HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 F. 7/16" LAMI - (3/16" HS,.090, 3/18" HS) 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 G. 13/16' LAMI IG -1/8° OR 3/18°A, 5/16° OR 3/8° SPACE, 5/16' LAMI - (1/8° A,.090, 1/8° A) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2+1 3 1+C2+1+C2 +1 3 1+02+1+02+1 3 1 +C2+1 +C2 +1 3 H.13/16° LAMI IG -1/8' OR 3/16° A, 5/16° OR 3/8° SPACE, 5/16° LAMI - (1/8' A,.090,1/8° HS) I. 13/16" LAMI IG -1/8" OR 3/16" A. 5/18° OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090,1/8" HS) 1 +C2 +1+02+1 3 1 +C2 +1+02+1 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +q+1 +q+1 3 J.13/16" LAMI IG -1/8" OR 3/16° A, 3/16" OR 1/4' SPACE, 7/16" LAMI - (3116" 0,.090, 3/16" A) 53.125x 38.375 48.000 60.826 54.000 60.000 63000 1 +02 +1 +C2 +1 2 1 +C2 +1 +02+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 1+C2+1+C2+1 2 K. 13/16° LAMI IG -1/8" OR 3/16" A, 3/18' OR 1/4" SPACE, 7/16° LAMI - (3/16"" A,.090, 3/18" HS) 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +02+1 +02+1 3 1+C2 +1 +C2 +1 3 L. 13/16" LAMI IG -1/8° OR 3/18°A, 3/18° OR 1/4' SPACE, 7/16° LAMI - (3/16° HS,.090, 3/16° HS) 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1+C2 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +C2 +1+C2 +1 3 1+C2+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1+C2 +1 3 1+C3+1+C3+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1+C2 +1 3 1+02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +q+1 3 HEAD & SILL 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 314" MAX FROM CORNERS 80.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1+C2+1 2 1 +C2 +1 +C2+1 2 1+02+1 +02 +1 2 1 +C2 +I +C2 +1 2 1 +C2 +1+C2+1 2 JAMBS: 9° MAX FROM CORNERS AND 22 1/2° MAX O.C. 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +02+1 3 1 +C2+1+C2 +1 3 1+C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 TABLE KEY: 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1+02+1 3 1+C2 +1 +02 +1 3 1 +02 +1 +02+1 3 X 0 X 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C3+1 +03+1 3 I1 +03+1 +03 +11 3 I--•- ANCHOR QUANTITY PER JAMB 1 +02 +1 +02 +1 3 1+C2 +1 +02 +1 3 1 +C2 +1 +C2+1 3 1+02 +1 +02 +1 3 1 +C2 +1 +C2+1 3 1 +03+1 +03+1 3 HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1+C2 +1 3 1 +C2 +1+C2 +1 3 1 +02+1 +02 +1 3 1 +q+1 +03+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 66.000x 38.375 48.000 50.625 54.000 00.000 83.000 1 +02+1 +C2 +1 2 1 +C2 +1+C2 +1 2 1+C2 +1 +C2 +1 2 1+C2+1 +C2+1 2 1+02+1 +02+1 2 1 +C2 +1+C2 +1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL (3' MIN. O.C. ANCHOR SPACING) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1+02+1 3 1+02+1 +02 +1 3 1 +02+I +02 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +02 +1+02+1 3 1 +02 +1+02 +1 3 1+C3+1 +C3+1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2+1 +C2 +1 3 1 +C2+1+C2 +1 3 1 +02+1 +02+1 3 1 +03+1 +03+1 3 1 +C2+1 +C2+1 3 1+02+1 +C2 +1 3 1 +C2 +1+C2+1 3 1 +C3+1 +C3+1 3 1 +02 +1 +02 +1 3 1 +C3+1 +03+1 3 1 +C2+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1+C3+1 3 74.000 x 38.375 48.000 50.825 54.00 80.000 83.000 1 +C2 +1+C2 +1 2 1 +02 +1+02+1 2 1 +02 +1 +02 +1 2 1 +C2+1 +C2 +1 2 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 -- 25 3/4° MAX. �{1 •-3" MIN. 1 +02 +1 +02 +1 3 1 +C2 +1 +C2+1 3 1 +132 +1 +02 +1 3 1+C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03 +1 +03+1 3 PRODUCTREVISED e3 cama:YinB solar the Florida Building coda Accopmare No 0 BIS.0? 1 +02+1 +02 +1 3 1 +C2+1 +C2 +1 3 1 +C2+1 +02+1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +C3 +1 +C3+1 3 9" 1 X r ~ 0 X 1++1+C2 +1 C2 3 1 +C2+1 +C2+1 3 1 +02 +1 +02+1 3 1+02 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +03+1 +03+1 3 1 +C2+1 +C2+1 3 1+02 +1 +02+1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +02+1 +02 +1 3 1 +C3 +1 +C3+1 3 1 +02 +1 +02 +1 3 1+C2 +1 +C2+1 3 1 +03+1 +03+1 3 1 +03+1 +q+1 Ct2 3 1+C2+1+132+1 3 1 +03+1 +03+1 3 NI MTG. TYP.- CLUSTER W/ QTY. OF (3) ANCHORS 84.000x 38.375 48.000 60,626 54.000 80.000 63.000 1 +02+1 +C2 +1 2 1 +02 +1 +C2 +7 •2 1 +C2 +1+02 +1 2 1+C2+1+C2+1 3 1 +02 +1•+02 +1 2 1+C2+1+C2+1 2 EXAMPLE 1 +C2 +1 +C2 +1 1+02 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C3+1 +C3+1 3 1 +q +1+q +1 3 3 (SHOWN IN TABLE KEY MAX ABOVE ) Ex•irmiooDmo &E I 'of/ By L/ i,, °i". Dade Product 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1+03 +1+C3+1 3 1 +03+1 +03+1 3 1 +02+1 +02+1 3 1 +C3+1 +C3+1 3 1 +02 +1 +02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+03+1+03+1 4 1 +C3 +1 +q+1 3 1 +q +1 +03+1 3 25 3/4° I 1 +03+1 +03+1 3 1 +02 +1+02 +1 3 1 +03+1+03 +1 3 1 +03+1 +03+1 4 1 +C3+1 +03+1 3 1 +04 +1 +04+1 4 1 1/2" TYP. I-3" MIN 88.437x 38.375 48.000 50.825 54.000 80.000 83.000 1 +02+1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02+1+02 +1 3 1 +02 +1 +02+1 2 1+02 +1+02+1 2 1 1 d d I 1 1 o di d X //XX* 1% �o d7 Roma L Clark, P E. Structural 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +03+1 +03+1 3 9' REF. x 1 +02 +1+02 +1 3 1+02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 03 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1+03+1 +03+1 3 1 +02+1 +C2 +1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +03+1 +q +1 3 1 +03+1 +03+1 4 1 +03+1 +03+1 3 1 +C4 +1 +C4 +1 4 MTG.RAIL,TYP.- OF ANCHORS 1 +03+1 +03+1 3 1 +C2 +1 +02 +1 3 1 +03+1 +03+1 3 1 +C3 +1 +03+1 4 1 +03+1 +03+1 3 1 +04 +1+04 +1 4 EXAMPLE CLUSTER W/ QTY. (4) X 5107 UPDATE TABLE S, SELECT VALUES DUE TOANCHOR CAP.ADJ. o�otErmvoLOar NOKOMIS. FL 36215 P.C. BOX 1920 NOKOMIS. FL 36274 - NCHORAGE SPACING, XOX (1/3- 1/3 -1/3) lime* FIG Ws 10/17/06 Itmleam B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS U°c ALUM. HORIZONTAL ROLLER WINDOW, IMPACT a�ner FIG a. s 5/13/06 w,x� A ADD SPACE DIMENSIONS GLASS TYPES 0 THRU L. VW* Better /w710 NISI 9 a 11 4127-10 C um,ar FK Mc 2/28/06 Masigy J.J. oft I ANCHOR QUANTmES, XO & OX WINDOWS TABLE 6 GLASS TYPES A,B,G,H ANCHOR TYPE & SUBSTRATE GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H 07 J N od 0, m QQ J y m 2 05 00 O J ' m 2: 0 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 1 +C2 +1 3 1 +C3+1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 68.000 x 38.375 48.000 50.625 54.000 60.000 63.000 74.000 x 38.375 48.000 50.625 54.000 . 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C2+1 3 1 +C3+1 1 +C2 +1 1 +C3 +1 1 +C3+1 1 +C3+1 1 +C3 +1 1 +C4 +1 2 +C2 +2 2 +C3+2 2+C3 +2 2 +C3+2 2 +04 +2 2 +C4 +2 2 +C2 +2 2 +C3+2 2 +C3 +2 2 +C3 +2 2+C4 +2 2 +C4+2 2+C2 +2 3 2 +C3+2 3 2 +C3+2 3 2+C4 +2 3 2 +C4 +2 3 2 +C4 +2 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3+1 1 +C3 +1 1 +C3+1 1+C2 +1 1 +C2 +1 1+C3 +1 1 +03+1 1 +C3+1 1 +C3+1 2 +C2 +2 2 +C2 +2 2 3 3 3 4 4 3 3 3 4 4 4 3 4 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3+1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3+1 1 +C3 +1 1 +C2 +1 1 +C2 +1 2 3 3 3 3 3 2 3 3 3 3 3 2 3 2+C3 +2 2 +C3 +2 2 +C3 +2 1 +C3+1 2 +02 +2 4 4 4 4 3 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 2 +C2 +2 3 3 3 2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 4 2 +02 +2 4 2 +C2 +2 4 2 +03 +2 4 1 +C3 +1 4 1 +C3+1 3 2 1 +C3+1 1 +C2 +1 3 2 1 +C2 +1 1 +C2 +1 3 2 1 +C3+1 1 +C2 +1 3 2 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 3 1 +C3+1 4 1 +C2 +1 3 1 +C3+1 3 3 1 +C3+1 4 1 +C3+1 3 1 +C4 +1 3 2 1 +C2 +1 3 1 +C2 +1 2 2+C2 +2 2 3 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 3 1+C3 +1 4 1 +C2 +1 3 2 +C3+2 3 4 1 +C3 +1 4 1 +C3+1 3 2 +C4 +2 4 4 1 +C3 +1 4 1 +C3+1 3 2 +04 +2 4 3 2 +C2 +2 3 1 +C2 +1 2 2 +C2 +2 3 3 3 2 +C2 +2 2 +C3 +2 4 4 1 +02 +1 1 +02 +1 3 2 +C3 +2 3 3 2 +C3+2 3 4 2 +C3 +2 4 1 +C2 +1 3 2 +C3+2 4 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 3 4 2 +C2+2 2 +C3 +2 3 4 2 +C2 +2 2 +C2 +2 '2 3 2 +C2 +2 2 +C3 +2 3 4 4 2 +C3 +2 4 2 +C2 +2 3 2 +C3+2 4 4 2 +C3 +2 4 2 +C3 +2 3 2 +04 +2 4 4 2 +C3 +2 5 2 +C3 +2 3 2 +C4 +2 4 4 2 +C4 +2 5 w.eee,: name Rem,a,aw F.K. 4/15/07 C CHG.TABLE# TO 6, 6 SELECT VALUES DUE TO ANCHOR CAP. ADJ 2 +C3 +2 FJC 10/17/08 Reeslorar REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS .way - a F.K 5/13/08 A ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L BY Daft BY as* F.K. 2/2808 J.J. 323108 4 2 +C4 +2 5 NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) 2. GLASS TYPES: A. 6/16" LAMI - (1/8' A,.090, 1/8° A) B. 5/18° LAMI - (1/8° A,.090, V8° HS) C. 5/16' LAMI - (1/8' HS,.090, 1/8" HS) D. 7/18° LAMI - (3/18' A,.090, 3/16° A) E. 7/16' LAMI - (3/16' A,.090, 3/18' HS) F. 7/16' LAMI - (3/18' HS,.090, 3/16" HS) G. 13/16° LAMI IG - 1/8" OR 3/16' A, 5/16" OR 3/8' SPACE, 5/16' LAMI H. 13/16' LAMI 10 - 1/8° OR 3/18' A, 5/16' OR 3/8" SPACE, 5/16° LAMI I. 13/16' LAMI 10 -1/8' OR 3/16" A, 5/16' OR 38" SPACE, 5/16° LAMI - J. 13/16" LAMI 10 -18" OR 3/16' A, 3/16' OR 1/4' SPACE, 7/16° LAMI - K. 13/16' LAMI 10 -18° OR 3/16" A, 3/16' OR 1/4" SPACE, 7/16" LAMI - L 13/16' LAMI 10 -18° OR 3/16' A, 3/18° OR 1/4' SPACE, 7/16' LAMI - (1/8' A,.090,1/8' A) - (1/8" A,.090,18" HS) (1/8" HS,.090, 1/8" HS) (3/16° A,.090, 3/16' A) (3/16° A,.090, 3/16' HS) - (3/16' HS,.090, 3/16' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4' MAX. FROM CORNERS. JAMBS: 9' MAX. FROM CORNERS AND 221/2' MAX. 0.C. TABLE KEY: O X I2 +03 +2 (3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3' MIN. 0.C. ANCHOR SPACING) 183/4° MAX -I - F-'--3' MIN. 9" REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 183/4" MAX. 1 ► (�-1 1 TM I-�3° MITYP N. 9° REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.C. BOX 1028 NOKOMIS. FL 34274 P �T ANCHORAGE SPACING, OX AND X0 WINDOWS ?Xs ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visib, Better ewwa,e Soak S.! 0..8304 ra° HR710 NTS 10 m 11 4127 -10 C PRODUCT REVISED es raorp:)a,3w0h h°- Florida Building Cads Acccptaatx 240 . OS 5.01 EspVation Dore 2 L: /] ads P,oducl •"`� a MIN. 3.4 KSI CONCRETE 1x WOOD BUCK NOTE 3 1 3/4' MIN. E.D. TYP. WiM IS71 CONCRETE WOOD ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS NOTE1/ /4' MAX. SHIM 2x WOOD BUCK NOTE 3 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4' ELCO 1 3/8° 0 IA TAPCONS EMBEDED 1 MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 1 /4' MAX. SHIM WOOD ANCHOR, NOTE2 1 3/8° MIN. 2x WOOD BUCK NOTE 3 DETAIL E CONCRETE ANCHOR, NOTE 1 1/4' MAX. SHIM 1 CONCRETE ANCHOR, NOTE 1 1x WOOD BUCK NOTE 3 DETAIL F Q2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4' SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. 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 SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/Y THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -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 ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4" MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENTQEDMON. (1.5 KSI CMU) OR PER NOTE 1 Q (3.4 KSI CONCRETE) 1 13/4• EXTERIOR INTERIOR ° MIN. E.D (HF & SILL DETAILS A, B, C, D, & H) TYP. 4 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR TYPICAL FLANGE FRAME JAMB SECTIONS 1/4' MAX SHIM • NOTE 1 A L 13/4• MIN.) MIN. 3.4 KSI E.D. TYP. CONCRETE 2x WOOD DETAIL C BUCK DETAIL D NOTE 3 WOOD ANCHOR, NOTE 2 1/4' MAX. SHIM DETAIL H (HEAD NAILING .131 DIA. MIN. x 21/2' NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. SEE 1 3/8' MIN.© NAIUNG TYPICAL FLANGE FRAME SILL SECTIONS DETAIL G (SILL) t;15 Florida 8::. ;•: u5:: AcceF.z.ca Na _ - .Oq E ,iredonDeer I/ DETAIL I (JAMB) ® TYPICAL INTEGRAL FIN FRAME SECTIONS Road Room nee 4/15/07 R..ruaQ REVISE NOTES 1 & 2 REGARDING T 4MFIT HD. 8 EMBEDMENT. ADD IF. FRAME CHG. NOTE5 TO FBC, °CURRENT EDITION' Romer FK wr 10/17/06 R REVISE EDGE 30ST. , EMBEDMENT & SHT. REFERENCES 5..mer F.K. 'owe er FK amr 5/13/06 sue 228816 R.xtag m.aader J.J. ADD NOTE 5. /23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 PGT Visibly Better ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT m mare mire I.. 100.41.. a.° H11710 I Half I 11 d 11 I 412740 C /4/.07 Robert L Clerk P.E. PE #38712 Seuehaal s Florida Building Code Online BCIS Home 1 Log In 4 COMMUNITY PLANNIN HIiCkUSING & COMMUM a E 1j OEVE.QPMENT 9 EMERGENCY� AANAGEM T OFFICE OF THE' BECEETAFY Page 1 of User Registration 1 Hot Topics 1 Submit Surcharge 1 Stats & Facts 1 Publications FBC Staff BCIS Site Map Links Search 1 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Revision 2007 Approved PGT Industries 1070 Technology Drive Nokomis, FL 34275 (941) 486 -0100 Ext 22318 druark@pgtindustries.com Lucas Turner (turner @pgtindustries.com Lucas A. Turner 1070 Technology Drive Nokomis, FL 34275 (941) 480-1600 (turner @pgtindustries.com Windows Casement Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard TAS 201, 202, 203 TAS 202 h1-M•/ /xxnx'Tx fl rvr; ni xxilrii,rx /rvr/ , • ,..,. .a ...,,e. 7Y/l,,,+T1.,..T Year 1994 1994 PieLl . Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved 05/22/2008 05/27/2008 07/07/2008 09/15/2008 Page 2 of Summary of Products FL # ijModel, Number or Name Description 245.1 CA -640 (Non - Impact) Aluminum Casement Window Limits of Use, Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #08- 0117.12 for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL245 R5 C CAC 640 -08- 0117- 12.pdf FL245 R5 C CAC Letter CA- 640.odf Quality Assurance Contract Expiration Date 04/24/2013 Installation Instructions FL245 R5 II 640 -08- 0117- 12.0f Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 245.2 ; FICA -740 (Impact)) Aluminum Casement Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Certification Agency Certificate FL245 R5 C CAC 740 -08- 0117- 11.pdf FL245 R5 C CAC Letter CA .p Quality Assurance Contract"Ezptlration Date 05/22/2013 Installation Instructions FL245 R5 II 740 -08- 0117- 11.pdf Othert Please see Miami -Dade County Notice o1 7 Acceptance (NOA) #08- 0117.11 for product perforrhEe information, anchorage details, and anchor t py e, siz Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: and spacing information./ Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Privacy Statement 1 Copyright Statement 1 Accessibility Statement 1 plus -in Software I Customer Service Survey I Contact Us - Product Approval Accepts: El hff»• / /txnxnxr flnrirlal,1ttilrli »n nrn its* Aft, A4-1 n 7,.. -•• cl ''T'Vf\ 4 NAT Visibly Better-, 1070 Technology Drive Nokomis, FL 34275 May 22, 2008 Reference: CA-740 NOA 08- 0117.11 Toll Free Pion 800.282.6019 Local Phone 941.480.1600 Engineering Fax 941488.3196 To Whom It May Concem: The above - referenced Miami -Dade County Notice of Acceptance meets the requirements of the da .guiidina_CodP 20071edition, section 1714.5.2.1 (TAS 202 protocol) and sections 1609.1.2 and 1626 (TAS 201, 202, 203 protocols Large Missile). Sinperely, =Lucas:"-A. Tamer; P:E. P.E-482Q1 PGT Code Compliance BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: �v»paafi— Cf'9 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.eov/buildinecode 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. Fm 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 • h Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control NOA No. 0 : .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 th= , 'es C -740 Aluminum Casement Window — L.M.I., approved + 0 # 3/06, exp 1 F.: o . 5/22/08. E -2 Manuel P y P.E. Product Contra iner NOA No. 1 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 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 x 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 WI 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) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A 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. IN 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 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. 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+-4 XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR -XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE 'XOX, XO' & "OX° CONFIGURATIONS SEE SHEET 9. ®4. 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 A 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. ,7. REFERENCE TEST REPORTS: FTL -3580, FTL- 3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. 1 x 4 CONFIGURATIONS OPTIONS 0 0 1 A 4 x x 0 4 0 0 x x O x UNEQUAL LITES x 0 UNEQUAL LITES 0 UNEQUAL LITES 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 PROt1Ilt,T) 407 9 n c"r R •', s a5c FtorD9s c Portal C nttb{, Ansa BY F1L tree 902503 Rehtlara 8 ADD 13/15' LG. 8 MOVE GLAZING OETASS TO SHEET Fewer FK 300A13 Ravlskose NO CHANGE THIS SHEET RIG 5123/05 Downer eon Fit 12117702 D ADD 76 HT., GLASS TYPES FAND 0. REVISE ANCHORAGE. Modeler MO 10707ECWYOLOOYERNE N000509, FL 34275 P.O. 80X 1529 NOK0150. FL 34274 Pc,.T VIsi611 Better NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT srbeab"¢ Israfr mw.+ CA-740 NTS l 1 d 13 tmettee 7045-8 D Lugs A. Turner, P.E. PE 000201 Mecha"kel A 1/8" ANNEALED OR -- --.090 PVB INTERLAYER HEAT STRENGTHENED - 1/8" HEAT STRENGTHENED GLASS GLASS .65° NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 30 31 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS r— 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 I-- STRENGTHENED GLASS .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16° 13/16° I.G. W15/16" LAMI GLAZING DETAIL 7/16° LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65° NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI GLAZING DETAIL F.K 044 3/2593 8 B REDRAW GAZING DETAILS- ADD trig* to. Ames". FK 8* 7110103 NO CHANGE 770S SWEET 8ow4� FK mow ROD 13/16'LAMI LG. W /7/1B7AMI & CORRECT BJ70' LAM 1 DETAIL Waw87 Oeb. Om*. tls per F.K 03/25/03 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS. FL 34274 PST 17irib17 Beta-, GLAZING DETAILS >et ALUMINUM CASEMENT WINDOW, IMPACT 844.1.4 I NTS 2 ° 13 I� 7045 -8 M Lue"c A. Turner, P.E. PE 456201 Meeli80leal CENTERLINE 1 1/2" ANCHOR 1 1/2" LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID-SPAN ANCHOR DETAIL TYP. (2) SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 4" MAX. 4° MAX, MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX DAYLIGHT OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT — OPENING �\ DENOTES HINGE 74" MAX. WIDTH LOCATION AT "HEAD MAX. SILL OF °X" PANELS, , DAYLIGHT TYPICAL. SEE HINGE OPENING DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4° MAX. 69" MAX. DAYLIGHT OPENING A 76° MAX. HEIGHT 4" MAX. —� 30" MAX. - DAYLIGHT OPENING z101 14 1/2° MAX O.C. TYP. ELEVATION '13*- "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION 13" MAX. O.C. 4" MAX. I 4" MAX -� 69° MAX DAYLIGHT OPENING 76" MAX. HEIGHT 13" MAX. O.C. --I.— .-I 37" MAX. VENT TYP. 60° MAX. FIXED I--- -- I 141/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - °XOX" (SEE SHEETS 7 -9 FOR PRESSURES) ?ADDUCTRENEWTED as 40 W p!s is r cstEi 9. s rtar&As $818x,;^:,71 By mar 7.K wle 3/75/03 Rartsible 8 CHANGE SHEET NO. REFERENCES Ragusa FX Oars, 7/10/03 Reftraatx ADD HINGE LOCATION DETAILS sender FIG 803/05 Reersionr 0 CHANGE MAX. HT. TO 78' AHD MAX DLO 7O Er awe" F.K. 12/77/02 ,em"reear Meer 1070 TECHWOLOQYDRIVE NOKOMIS, FL 34278 P.O.80X 1828 NOKOMIS. FL 34274 PST V rHnrer aestee.• "XX" & %COX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT ".°44"42 I S... CAa40 I NTS owe 3 ° 13 u..oee 7045 -8 Lucas A. Turner, P.E. PE 888201 MerhaNOSt / / / O . N \ / \\> 69° MAX DAYLIGHT OPENING 76" MAX. HEIGHT 13" MAX. O.C. --I.— .-I 37" MAX. VENT TYP. 60° MAX. FIXED I--- -- I 141/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - °XOX" (SEE SHEETS 7 -9 FOR PRESSURES) ?ADDUCTRENEWTED as 40 W p!s is r cstEi 9. s rtar&As $818x,;^:,71 By mar 7.K wle 3/75/03 Rartsible 8 CHANGE SHEET NO. REFERENCES Ragusa FX Oars, 7/10/03 Reftraatx ADD HINGE LOCATION DETAILS sender FIG 803/05 Reersionr 0 CHANGE MAX. HT. TO 78' AHD MAX DLO 7O Er awe" F.K. 12/77/02 ,em"reear Meer 1070 TECHWOLOQYDRIVE NOKOMIS, FL 34278 P.O.80X 1828 NOKOMIS. FL 34274 PST V rHnrer aestee.• "XX" & %COX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT ".°44"42 I S... CAa40 I NTS owe 3 ° 13 u..oee 7045 -8 Lucas A. Turner, P.E. PE 888201 MerhaNOSt 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. r L37" MAX. WIDTH —1 1 —60" MAX. WIDTH 30" MAX. 53" MAX. j-9— DAYLIGHT --I i r--- DAYLIGHT OPENING OPENING 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 4" MAX. 4° mAx. L ELEVATION "D" - "X° (SEE SHEET 5 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 1_14 1/7 MAX. O.C. 97" MAX. WIDTH 30° MAX. 53° MAX DAYLIGHT DAYLIGHT OPENING OPENING 1 1 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. A 69" MAX. DAYLIGHT OPENING 4° MAX. 4° _._.IL ELEVATION "E" - "O" (SEE SHEET 7 FOR PRESSURES) 1--- -1-13" MAX. O.C. NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 4" MAX 1--- -a -13" MAX. O.0 14 1/2° MAX. O.C. VENT 4" MAX HEAD & SILL ONLY 37" MAX. VEIJT 60" MAX. FIXED SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F° - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 76' MAX. HEIGHT asCT ;MEWED WatstkeFlo gpCuta Ey i8s ep a Road t : FK 3/23703 13 CHANGE SHEET NO. REFERENCES Remelts OW fterOdoroo ftenisioroo F.K 6/13/05 C ADD HINGE DETAIL & HINGE LOCATION NOTES F.K. 7t10313 CHANGE MAX HT. T0 WAND *LAX DLO 7069' F.K. x17/02 F.K. Mortriare see. 1676 TECKNOLOGYDRIVE NOKOMIS. FL 94276 P.O. Box 1629 N0KOM19, FL 34274 "XO "& OX "ELEVA77ONS Mir ALUMINUM CASEMENT WINDOW, IMPACT 5-- CA -740 sm sr" n..s°in NT5 I 4 " 13 71745-8 D (V r/o Lucas A. Turner. P.E. PE 938201 MechanIca.1 COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, 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) E. 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 38 3/8 43 48 50 5/8 54 57 60 63 68 69 72 NEG POS NEG POS NEG POS NEG POS NEC POS NEG POS NEC POS NEC 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 70.0 189.6 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 70.0 281/2 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 -66.2 662 -65.0 85.0 - 83.7 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 -87A 70.0 -77.6 70.0 -88.4 68.4 - 63.9 63.9 - 80.0 60.0 -58.5 58.5 -562 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 - 58.1 58.1 - 53.8 53.8, -50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -422 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_ 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 -48.8 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 - 80.4 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 70.0 422 -75.0 -39.7 70.0 39.7 imINKTIewtsse yggx .. - 2 - �r,a1a ., iii v--- 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 37 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 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 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 I -90.0170.0 PRODUCT MEMO as emptying tvk°g" ROMS Samos Cade D1 ∎ -r, . ,Ply . 4 TABLE 2A. °X" WINDOWS TEST REPORTS: FTL -4607, FTL -4808 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/ 3/18 °A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37° WIDE x 76" HIGH -55.0 55,0 NOTES: X 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 69.8 P.S.F. `' 7- OG �� /� /%' �f Lucas A. Turner. P.E Mechanical PE 01 w,°e"r. FJC Drs =MT B ADD GLASS T iPEE TO TABLES 15 4 1070 TECHNOLOGY' DRIVE NOKOMIS, FL 34775 P.O. BOX 159 NOKOMIS FL 34274 b PRESSURES- X CONFIG. WINDOWS iom*. F.K. onr 7/10102 "ewba C NO CHANCE TEAS SHEET ALUMINUM WINDOW, IMPACT Raw 113r FK �" 6123/05 K«"aa D REVISE ANCHORS & OPTION Cks.er P.S. ago- 12/17/02 Cbkesah ADD 75` HEtONT Dare: I Vmedy Bette. "1 _CASEMENT I NTS 5 °1 13 � 7045-8 I D COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 e WIDTH GLAZING OPTION: A. 5/16" LAMI (1/8 A,.090,1/8"HS) HEIGHT 26 31 38 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 NEG -75.0 POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 70.0 -75.0 70.0 -75.0 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 -75.0 70.0 -75.0 70.0 NEG POS -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 48 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 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 -80.8 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 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 58.1 -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 -48.4 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" LAM, (1/8"HS,3/8" SPACE,5/16" LAMI W/ 1/8"HS,.090,1/8"HS) ALL ")O(" SIZES UP TO 74" WIDE x 63" HIGH 1 -75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 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 (3/16 "A,.090.3116"HS) F.13116" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16"A,.090,3116"HS) ALL "XX' SIZES UP TO 74" WIDE x 76" HIGH 1 -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 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Rawls,. Reesketr w,wBA C: Messde>. F.K. mom: 823/05 REVISE ANCHORS 3 ADD TABLES 75- HEIGHT OPTION dormer Om,: PK 12/17/02 auctuf et 1070 TECHNOLOGYORAIE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Visibly Better PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT sat*. am CA-740 NTS Mist 6 m 13 Damp Mt 7045 -6 Z- ' !I•�Y! /rs Lucas A. T,.mer, P.E. PE 959201 Me"luma:ai COMPARATIVE ANALYSIS TABLE 8. "Cr &"1/4-1/2-1M XOX' WINDOWS TEST REPORTS: FTL3582, FTL -3729, FTL-4607, FTL -4808 WIDTHS "XOX' GLAZING OPTIONS: A. 5/16" LAMI (1/8°A,.093,1/8'HS) B. 5/16° LAMI (18'HS,.090,18'HS) C. 7/18' LAMI (3/187A,.090,3/18"HS) E. 13/16" LAMI (1/THS,3/8' SPACE .5 /16° LAMI -W/ 1/8'HS,.090,18°HS) F.13/16" LAMI (118'A,AIR SPACE.7116' LAMI -W/ 3M6°A,.090,3H611S) HEIGHT 26 31 38 38 3/8 43 48 50 6/8 54 57 60 87 78 NEG POS NEG POS NEG POS 36 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 NEC POS NEC -70.4 70.0 -80.4 POS .60.4 NEC POS NEG POS NEC POS NEG POS NEG POS NEG POS -54.3 54.3 61.1 -44.8 44.8 -42.2 42.2 -39.7 39.7 B,E -75.0 70.0 -78.0 70.0 -75.0 70.0 -75.0 70.0 -75D 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 CF -90.0 70.0 -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 87.9 -59.0 59.0 -90.0 -52.8 -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -49.9 48.4 -41.1 41.1 -38.6 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 -55.01 550 -85.01 sae 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 3912 79 A -75.0 70.0 -75.0 70.0 -87.8 67.8 -821 621 -55.7 65.7 -49.8 49.8 -48.9 46.9 -43.6 43.6 -41.1 41.1 -38.6 38.6 70.0 -55.01 550 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 C,F -90.0 70.0 -90.0 42 84 A -75.0 70.0 -75.0 70.0 70.0 -90.0 -82.4 70.0 -62.4 -90.0 70.0 -90.0 70.0 -58.4 58.4 -63.3 63.3 -90.0 -56.4 56.4 -90.0 70.0 -90.0 -53.4 -50.0 -90.0 70.0 -87.4 700 -832 70.0 -55.01 55.0 -5501 550 -46.9 46.9 -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 -75.0 70.0 -75.0 70.0 -75.0 70.0 CF -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 45 80 A -75.0 70.0 -70.3 70.0 -58.0 58.0 -54.8 54.6 -59.3 59.3 -53.8 -90.0 70.0 70.0 70.0 -79.7 70.0 -75.6 70.0 -55.01 660 -55.0155.0 -47.5 47.5 -44.7 44.7 -42.1 42.1 -39.7 39.7 B,E -78.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 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 -88.2 70.0 -81.8 70.0 -76.9 70.0 -72.4 70.0 -692 48 98 A -75.0 70.0 -65.0 65.0 -54.3 54.3 -51.1 51.1 -55.1 551 51.4 -48.6 -45.3 45.3 -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 -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 5012 101 A -75.0 70.0 -60.8 80.8 -513 51.3 -48.3 48.3 -52.7 52.7 48.9 -70.7 70.0 67.3 -84.1 -41.3 41.3 -392 392 -37.1 -55.01 550 -5321 632 13,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 70.0 70.0 -74.3 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 5318 10638 A -75.0 70.0 -58.7 58.7 -48.7 48.7 -45.4 45.4 -90.0 .-50.0 70.0 -81.2 70.0 50.0 -46.1 -76.7 -442 70.0 -70.3 66.8 -60.5 60.5 -52131 5ZO 422 -38.0 382 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 -76.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 C,F -90.0 70.0 54 108 A -76.0 70.0 -90.0 -582 70.0 -90.0 582 -47.9 70.0 47.8 -90.0 70.0 -88.6 70.0 70.0 -71.1 70.0 -88.5 66.5 -63.0 60.0 57.3 -49.4149.4 -44.5 44.5 -49.1 491 -46.3 45.3 -43.4 43.4 -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 41.9, 70.0 -39.8 -37.8 37.6 35.9 -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 5512 111 -75.0 70.0 -57.1 67.1 -48.4 48.4 -43.3 43.3 -86.9 '-47.5 70.0 -75.0 70.0 -701 70.0 -65.4 65.4 61.8 -59.1 59.1 -48.41 48.4 47.5 -42.2 422 40.8 39.1 -372 372 -35.4 35.4 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 -78.0 70.0 -75.0 70.0 70.0 -74.3 70.0 -70.8 70.0 CF -90.0 70.0 -90.0 70.0 90.0 70.0 -90.0 70.0 -84.3 70.0 57 114 -75.0 70.0 -58.2 582 -44.8 44.8 -421 421 48.2 -42.5 42.5 -412 68.4 41.2 -39.8 -60.1 80.1 -54.8 54.8 -38.5 -38.7 38.7 -34.8 34.8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -78.0 70.0 -76.0 70.0 -760 70.0 -75.0 70.0 70.0 CF -90.0 70.0 -90.0 70.0 -90.0 5812 117 A -74.2 70.0 -55.0 55.0 -43.4 70.0 43.4 -90.0 70.0 -81.8 70.0 -40.9 40.9 44.8 44.8 -413 70.0 -81.8 81.8 -58.7 58.7 -55.9 55.9 532 -4521 452 -402 40.2 -38.7 38.7 37.6 38.1 -342 34.2 8,E -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 -76.0 70.0 -75.0 70.0 -72.2 70.0 -68.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 69.0 64.9 60.4 80 120 A -72.9 70.0 -53.4 53.4 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 392 37.6 -38.7 61.6 -47.8147.8 -41.7141.7 -35.5 35.5 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 -76.0 70.0 -75.0 70.0 700 -67.4 CF -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -771 70.0 67.3 63.3 -53.0 53.0 -50.0 -46.31 46.3 -42.8142.8 TABLE 7. TEST REPORT: FTL-3580 TABLE 7k TEST REPORTS: FTL-4607, FTL-4808 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/tr TAPCONS oR A 1/4' SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 4 2 0 4 0 PRODUCT RFXEVIED aseomplyftwithlberkddlls AcceptaxteNo Rend F.K Oats 9/15103 B B ADD GLASS TYPE ETO TABLES e F.K Oure 7 /00413 ttmdswe: C NO CHANGE TN/S SHEET Ramey. F.K ,.821105 0 arm: By OOd¢ ceeN:18.1 F.K 12/17/02 CHANGE ANCHORS AND ADO 76- HT. OPTION 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 T Visibly Better Ammatads. CA-740 NTS 7 13 rAr ALUMINUM CASEMENT WINDOW, IMPACT teaarCle 7045-8 Lucas A. Turner. P.E PE 5E8201 Machaniust 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,.090,1/81 -IS) "XO" WIDTH "X0X" 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 37 5512 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 53 1/8 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 - 87.5 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 84.9 - 62.7 62.7 - 80.4 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 -83.9 63.9 430.0 60.0 -58.5 58.5 - 582 562 -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 58.1 - 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 68.4 - 582 58.2 - 55.6 55.8 -52.8 52.6 -49.4 49.4 -45.9 45.9 -13.1 43.1 70.917 108 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 81.8 - 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 -422 422 -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 -19.9 49.9 - 46.4 46.4 - 43.5 43.5 -41.1 41.1 - 38.6 38.6 1 3 X O 1 3 X X 0 0 X TABLE 9. "X0" 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 (1/81H8,3/8" SPACE,5 /16° 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 x63" HIGH 1-75.01 70.0 TABLE 10. "XO "or "OX" & "1/3- 1/3- 1/3XOX" 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 "1/3-113-1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-90.01 70.0 TABLE 10k "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 (3/16"A,.090,3/161 -IS) F.13/16" LAMI (1/8"A,NR 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. Meader: Dar R« FX 325103 B ADO GLASS TYPEE TO TABLE 9 awmey FJC 1» 7/10103 Redeker NO CHANGE THIS SHEET FK 823/05 RoAsbas CHANGE ANCHORS AND ADD 713° HEIGHT OPTION G er: Behr rnmbd ay O,N.: F 12/17/02 1070 10003.COOr 75rvEl roDECHN TECHNOLOGY P.O. BOX 1529 5050514, FL 34274 V,s;b[y Better PRESSURES -XO, OX; & 1/3- 1/3- 1/3XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT 04-740 NTS 8 w 13 w.s"rn nr 7045 -8 j D Lucas A. Turner. P.E. PE 058201 MeehaNtal COMPARATIVE ANALYSIS TABLE 11. "XO" or "OX° & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3728, FTL-4607. FTL -4808 GLAZING OPTIONS: A. 5/16" LAMI (1/8"A,.090,1i8"HS) B. 5/16" LAMI (1/8"HS,.080,1/8"I -IS) C. 7118" LAMI (3/18"A,.090,3/16"HS) E. 13/18" LAMI (1/8"HS,3/8" SPACE,5/18" LAMI -W/ 1/8"HS..090,1/81HS) WIDTHS "XOX° VENT FIXED F. 13/18° LAMI (1/8"A,AIR SPACE,7/18" LAMI -W/ 3/18"A,.090,3/18"HS) HEIGHT 26 38 38 3/8 43 48 50 5/8 54 72 78 NEG POS NEG POS 89.284 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 POS 70.0 NEG POE NEO POS NEG POS NEG POS NEG POS NEG POS NEG POS -74.1 70.0 -84.9 84.9 -60.8 80.8 -58.1 58.1 -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 -75.0 70.0 C,F 88.919 24 38.919 A -90.0 -75.0 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 -69.1 89,1 -83.4 83.4 -58.5 58.5 -50.4 50.4 -47.5 47.6 -44.1 44.1 70.0 -90.0 -90.0 70.0 -55.01 55.0 -39.2 392 38.9 13,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 70.0 -75.0 70.0 70.0 C,F -90.0 70.0 -90.0 70.0 95.973 27 42.973 A -76.0 70.0 -60.5 80.5 -90.0 -572 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 572 -82.1 821 -55.2 55.2 -528 52.8 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 49.1 43.8 -41.1 41.1 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 70.0 -75.0 70.0 -75.0 70.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 108.849 30 48.849 A -75.0 70.0 -53.5 53.5 -50.4 50.4 -54.5 54.5 -50.7 50.7 B,E -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -90.0 482 -75.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 45.01 ss.o 48.2 44.9 -42.0 42.0 -40.1 40.1 -38.0 38.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F 115.892 32 61.892 A -90.0 -75.0 70.0 -90.0 70.0 -49.9 70.0 49.9 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 70.0 -48.8 46.8 -51.3 51.3 07.4 47.4 -45.5 45.5 42.7 -40.7 40.7 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 70.0 -75.0 -75.0 70.0 70.0 C,F 122 33.887 54.827 A -90.0 -75.0 70.0 -90.0 70.0 -47.3 70.0 '47.3 -90.0 -44.0 70.0 44.0 -90.0 -48.4 70.0 -78.8 70.0 -732 70.0 48.4 -44.7 44.7 -42.8 42.8 -41.4 88.3 84.8 -61.4 -58.8 41.4 39.5 35.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -78.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -74.9 70.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 89.4 -58.4 58.4 -55.7 65.7 -52.1152.1 123.135 34 55.135 A -75.0 70.0 -48.8 48.8 -43.8 43.8 -47.9 47.9 -44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 35.5 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 70.0 C,F -90.0 70.0 -90.0 70.0 126.000 34.791 58.418 A -75.0 70.0 -45.5 45.5 -90.0 028 70.0 -85.0 70.0 -73.1 70.0 -88.8 88.8 -57.9 -55.2 55.2 42.8 08.7 48.7 -43.1 43.1 -41.8 41.8 -402 40.2 -38.7 38.9 -35.0 35.0 B,E -75.0 70.0 -75.0 70.0 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 41.51 51.5 -4721472 -44.01 44.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -87.3 87.3 -59.2 592 130 35.898 58.209 -74.4 70.0 -43.8 43.5 -41.2 412 -46.1 45.1 -41.5 41.5 B,E -75.0 70.0 -78.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 00.4 -75.0 40.4 -38.9 38.9 -37.7 37.7 -38.2 58.5 53.8 382 -34.3 34.3 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 C,F 130.378 38 58.378 A -90.0 -74.3 70.0 -90.0 70.0 70.0 -43.5 43.5 -90.0 '-41.0 70.0 -79.9 70.0 -59.3 89.3 -85.3 41.0 -45.0 45.0 -41.4 41.4 -40.3 85.3 40.3 57.8 -54.7 -51.9 51.9 38.8 -38.1 38.1 -34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 -58.5 -41.9141.9 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.8 70.0 134 37 80 A -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 -69.1 -40.4 89.1 '40.4 -85.1 85.1 -57.4 57.4 -39.2 39.2 -37.7 37.7 -35.5 35.5 -33.7 51.7 B,E -75.0 70.0 -76.0 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 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 87.3 -83.3 83.3 -59.1 59.1 -55.9 -53.0 -50.0 50.0 °X0" & 'OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED VIIIDTH. TABLE 12. "X.0" or °OX" & '7COX° UNEQUAL LITE WINDOWS TEST REPORT: FTL 3580 GLAZING OPTION: D. 7/18° LAMI (3118"HS,.090,3118'H ALL "XO" or "OX° SIZES UP TO 97" WIDE x 53" HIGH WITH 37" MM. "LOX" SIZES UP TO 134" WIDE x 83° HIGH WITH 37° MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH AND AX. VENT WIDTH AND 50" MAX. FIXED WIDTH I _90,0 70.0 TABLE 12A. "XO" or 'OX' & *X0X° UNEQUAL LITE WINDOWS TEST REPORTS: FTL-3580, FTL-4807, FTL-4808 ALL •X0x- soES UP TO 134° WIDE x 76" HIGH WITH 37" MAX. VENT VVIDTH AND BO" MM. FIXED WIDTH AND ALL,(0° or 'ox• SIZES UP TO 97* WIDE x 78" HIGH WITH 37" MAX. VENT WIDTH AND 80° MAX. FIXED WIDTH 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 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 0 UNEQUAL LITES 0 UNEQUAL L1TES 0 UNEQUAL L1TES st I 49 Duieitg C5..1% w.mer FIC De. 3/25/03 9 ADD GLASS TYPE E TO TABLE 11 F.K Dm: 7/10/43 ebreba c C NO CHANGE THIS keas0Op F.K. 623105 0 rr....br. Dec Ousted er F.K 12/17/02 CHANGE ANCHORS AND ADD 76"HEIOHT OPTION 00c 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOMMIS. FL 34274 P_Ac;,__T" CA-740 NTS 9 13 7045-8 PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT Rett RE 058201 Medlantcal REFERENCE "XO° & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3). MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) O5 MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X PRODUCT RENEWED a s complying with ths HHa a s Bidding Coda • Accept aNNo + • II —�' Dee 2013 Aen4e,: Vatic a F.K. 3726103 B ADD 13M6' LG. GLAZING BEAD ITEM Send Ss O Y FX 7/407 Roodh: F.K anon Sr F.K. Des 617305 12/17/02 awm ": C SHOW TOP HINGE CHGSHT NO. REF. AND ADD ITEM 69 thew*: Oahe 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, F1.34274 Pc�T Viribly Better a SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT soinsUesee CA-740 NTS 110 d 13 1 7045 -8 D Lucas A. Turner, P E. PE 558201 Mechanical FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB 'XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3' APART AT MID -SPAN "0" FRAME JAMB "XO" & °XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER 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 -0 1.376" .095 °� CASEMENT BACKING PLATE MAT'L: 6063 -T6 DWG# 7071 34" 2.854" 062° NOM. 1.159" 2.139" OSASH FRAME HEAD, SILL JAMB MAT'L: 6063 -T6 DWG# 7003A 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAT'L: 6083 -T6 DWG# 7005A 2.919" 2.919" FRAME HEAD, SILL, JAMB MAIL: 8083 -T6 DWG# 7002A Imwar P.K. saw 9/25/03 genisow B NO CHANGE THIS SHEET Fx 7/10/03 Rn"bz NO CHANGE THIS SHEET nenteun FK ADD ITEM 89 aoe,sr Dew CnerAcOar Caw F.K 12/17102 1070 TECHNOLOGYORNE NOKOMIS, FL 34273 A.O. BOX 1519 NOKOMIS. 11 74274 eGIT EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT D Visibly Better s"vftl" amc ei.r Daahn° CA -740 I NTS I 11 m 13 7045 -8 Lucas A. ems:, P.E. PE 858201 Mechanical PARTS LIST ITEM DWG # PGT. # DESCRIPTION 7002A MAIN FRAME - HEAD. SILL & JAMBS 2 1155 781PQA 68 X 1 QUAD PH SMS 3 7008 FRAME CORNER KEY 4 12 "XI2'X1/8" CLOSED -CELL FOAM TAPE 5 7003A SASH - TOP, BOTTOM & SIDE RAILS 6 1155 78IPQA 68 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 LICK SUPPORT PLATE 11 610 -24 X.562 PH. PN. TYPE F 12 7014 MULTI -LOCK KEEPER (R.Ii & L.H. 13 1157 78X78PPSMS 68 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 68.32 X .375 PH. PN. TYPE B 21 7032 STUD BRACKET (LIL & RD.) 22 7858ZA 68 X 5/8" FLT. PHI. SMS 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) 26 710x12FP 610 X.500 P1i. PHL 30 5/16° LAMINATED (1/8A & lIONS GLASS) .090I11ERLAYER- SOLUTIAOR DUPONT PVB 31 5/16" LAMINATED (1/8HS & I/811S GLASS) .090 1NTERLAYER - SOLIITJA OR DUPONT PVB 32 7/16° LAMINATED (3/16A & 3/1611S GLASS) .090IN1ERIAYER - SOLUT1A OR DUPONT PVB 33 7/16° LAMINATED (3/16HS & 3/I6HS GLASS) .0901NTERLAYFR - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16") 41 7042 OLAZI NGBEAD(7 /16°) 43 1224 611247 VINYL BULB WSTP (THICK) 44 45 46 SILICONE -DOW CORNING 899, 995 OR EQUIV. PARABOND 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 34 331 60976 CASEMENT SCREEN CLIP 35 78xI2PSTWB 68 X .500 SQ. PN. TEK 5MS 67 7004A 67004 CASEMENT FRAME ASSY.TUBE 68 712XIPPT 612X1 °PH. PHIL TEX. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK 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 68 X.750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL& JAMES 81 1155 7811'QA 68 X 1 QUAD PN SMS 82 7010 HOED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (I3A6°LG.) 06 13/16" LG. GLASS (1/8"11S, AIR SPACE, 5/16° LAMI) 5/16" I.AMT = (2) LITER OF 1/8"HS GLASS WITH AN.090INTERLAYER- SOLUTIA OR DUPONT PVB 13/16" LG. GLASS (1/8"HS, AIR SPACE, 7 /16"LAMI) 7/16" LAMA= 3/16A & 3/16138 GLASS WITH A14.090 1NTERLAYER - SOLL'TIA OR DUPONT PVB as 13/16° 1O. GLASS (1/811S, AIR SPACE, 7/16 "LAMA) 7/16" LAMI e 3/16HS & 3/16113 GLASS WITH AN.090 INTERLAYER - SOI.UTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) 706" .050" .865" O5/16° GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" --1 .050° Iwi .865° ® 07/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7042 040° 1.000" .423" I - OCASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 993" F-F.289" .040° .172" .870" III F .050" 1-1 .569" O13/16" GLAZING BEAD MATL: 6063 -16 DWG# 7047 .125' .062" 1.124 "r- .093" J 67 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063-T6 DWG# 7004A i INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 2.701' i / _.... it • tee, FE tests Rald F.K maw FE 8123105 1:1" fear. FE 12/17/02 B C ADO 13116' LG. GLASS & GLAZING BEAD NO CHANGE 7)418 SHEET PARTS UST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT "n. D Lucas A. 1 umer. P.E. PE @58201 Mechanical • , A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -1 ASEE NoT- L 11/2° MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A lx WOOD BUCK (SEE NOTE 3) 1/4° MAX. SHIM p ASEE NOTE 1 SEE NOTE4 1/4° MAX. SHIM A SEE NOTE 1 ----111-Iti , .r;TTIon.,..,„ 6 III A, ... -� 1 1/4" MIN. ,A SEE NOTE 4 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM r- D6 SEE NOTE 2 OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2' THICK 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE 1/4' MAX. SHIM ASEE NOTE 1 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM SEE SEE NOTE 4 1 1/2° L._ MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A SEE NOTE 4 -i 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE NOTE OTE 1 A 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 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". lx 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. K. NO CHANGE THIS SHEET wear 1070 TECHNOLOGY DIME NOKOMIS, FL 34275 P.O. SOX 1529 N01KOMIS, FL 34274 Ares) er F t� t 7/1003 4...w sr FJC Wanner oak. FA 12/17102 Reester NO CHANGE THIS SHEET REVISE NOTES AND REMOVE 3ryrTAPCONS 6 914 SCREWS PGT Vtrtby Better ANCHORAGE DETAILS • • I. ALUMINUM CASEMENT WINDOW, IMPACT C.4740 Scale I Wes, NTS1 13 13 0,04.4 ftrc 7045 -8 J D ( Imo: ( /llr Lucas A Timer, PE. PE #98201 Mechanical BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION »-1 pa t= b r) 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 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 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 "FD -750" Outswing Aluminum French Door w /Sidelites — L.M.I. APPROVAL DOCUMENT: Drawing No. 8000 -11, titled "Alum. French Door & Side Lites, Impact ", sheets 1 through 12 of 12, dated 12/23/04, with revision D dated 01/25 /10, prepared by the manufacturer, signed and sealed by Robert L. Clark, 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 and Small 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 and renews NOA # 07- 0103.02 and consists of this page 1 and evidence pages E -1, E -2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. APPROVED www.miamidade.gov/buildinacode NOA No. 09- 1028.10 Expiration Date: February 24, 2015 Approval Date: February 10, 2010 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 8000 -12, Sheets 1 through 12 of 12, titled "Alum. French Door & Side Lites, Impact", dated 12/23/04 with revision D dated 01/25/10, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) • along with marked -up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P.E. 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 32.1 and TAS 202 -94 along with marked up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4921, dated 07/17/06, signed and sealed by Edmundo Largaespada, P. E. 3. Test reports on: 1) Uniform Static Air Pressure Test, 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 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked-up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4527, dated 02/10/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4528, dated 02/14/05, signed and sealed by ,' i undo Larga a' ' . E. (Submitted under NOA # 05- 0419.03) % fir E -1 ' Mud Perk, Product Control ' er NOA No. i -102 .10 Expiration Date: February ,2015 Approval Date: February 10, 2010 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED B. TESTS (CONTINUED) 5. 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 aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 6. 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 aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted tinder NOA # 05- 0419.03) 7. 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 aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 8. Test reports on: 1) Uniform Static Air Pressure Test, 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 aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4312, dated 09 /13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103:.03) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4315, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0103.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 10/01/09, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02/04 E -2 M: , Del Pere Product Control Ex i r NOA No. 09 -10 ,..10 Expiration Date: February 24, 2015 Approval Date: February 10, 2010 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Safiex IIXG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. 3: Notice of Acceptance No. 08- 0520.08 issued to Solutia Inc. for their "Vanceva Composites Glass Interlayer" dated 7/17/08, expiring on 12/11/13. F. STATEMENTS 1. Statement letter of conformance, dated October 22, 2009, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated October 22, 2009, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report No. FTL- 4921, issued by Fenestration Testing Laboratory, Inc., dated June 26, 2006, signed and sealed by Edmundo Largaespada, P.E. 4. Proposal No. 08 -1891 issued by BCCO, dated January 26, 2009, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0103.02, issued to PGT Industries for their Series FD- 750 Outswing Aluminum French Door w /Sidelites — L.M.I., approved on 03/15/07 and expiring on 02/24/10. E -3 Manuel P� Product Control '` �1ii' : er NOA No. 09- 1028.10 Expiration Date: February 24, 2015 Approval Date: February 10, 2010 I a, NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 7/16° LAMI CONSISTING OF (1) LITE OF 3116° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR MAXIMUM. B. 7/16° LAMI CONSISTING OF (2) LITES OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR t3AFLEMEEPSAFE MAXIMUM. C. 7/16° LAMI CONSISTING OF (1) UTE OF 3118° ANNEALED GLASS AND (1) LITE OF 3116° HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. D. 7/18° LAMI CONSISTING OF (2) UTES OF 3116° HEAT STRENGTHENED GLASS WITH AN .076 VANCEVA INTERLAYER. E. 7/8° LAMI LG. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7116° LAMI GLASS ASSEMBLY INSIDE (3/16° A,.090 PVB, 3118° HS). F. 7/8" LAMI I.G. CONSISTING OF (1) UTE OF 3116" TEMPERED GLASS OUTSIDE, 1/4° AIR SPACE AND (1) 7/16° LAMI GLASS ASSEMBLY INSIDE (3/16° HS,.090 PVB, 3/16" HS). G. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4° AIR SPACE AND (1) 7/16° LAMI GLASS ASSEMBLY INSIDE (3/18° A,.076 VANCEVA, 3118° HS). H. 7/8 LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4° AIR SPACE AND (1) 7116" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.075 VANCEVA, 3/18° HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02. 3. CONFIGURATIONS: O_ XO, 00)(( 0�,( )212, Ono , 9Q, )0OC(, )W(O, O)O(X, OR 0)0(0 WHERE Q REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE UTE. ANY TWO ADJACENT E( NIT CAN BE EITHER TWO SINGLE, A DOORS OR A DOUBLE, L(0 DOOR' BOTH USING EITHER THE STANDARD OR THE LOW -RISE SILL THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE 25„295„ AND O UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4.� ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 5. SHUTTERS ARE NOT REQUIRED. 8. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTORS SEALANT. 7 REFERENCES: TEST REPORT& FTL-4311, FTL -4312, FTL- 4318, FTL -4827, FTL -4828, FTL -4629, FTL -4630, FTL-4921 AND FTL-6941. ANSIVAF&PA NDS -2(918 FOR WOOD CONSTRUCTION ADM -2006 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (tNF¢} NOA DRAWING MAP TOPIC SHEET GENERAL NOTES .. ..... »... 1 CONFIGURATIONS.--..-- 1 GLAZING DETAILS... 2 DESIGN PRESSURES._3 ..... 4 VERT. SECTIONS 6 HOME SECTIONS_B EXTRUSIONS.............--- 8-9 ANCHORAGE ... ».10 -12 aasmf!s RIMame Fac malls I ammo PIM aaus Of0W01 a aams. mow eD a QaYd1J PK 12&904 LT. M7iitlAMa SApp 710. Cr80w1anPaeornNRAS. U647100 0D0HAa000010NIfYRMY01ta Aogl�nesrlena�tr:., .. ,. eoat0ie001108 1017 Vase I fze� P 1.30 FLII➢f/ GENERAL NOTES AND DRAWING MAP ALUM FRENCH DOOR & SIDE LITES, IMPACT 1070 IFULI4 + 12 f1 I D Ituseft rx tromp Alt EXTERI 7118" NOM. 3/18° ANNEALED OR FEAT STRENGTHENED GLASS .090° DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVB INTERLAYER 3118' HEAT STRENGTHENED GLASS —Ir` 81 OR 82 8/8° GLASS BITE \ INTERIOR \� SETTING BLOCK GLAZING DETAIL 7/18° NOM. 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .078° VANCEVA INTERLAYER —� 3118' HEAT STRENGTHENED GLASS —�r- 0 93 OR 94 ®t.. 6/8° GLASS BITE EXTERIOR I ER GLAZING DETAIL `' SETTING BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER 7/16° LAMI GLASS W/ VANCEVA INTERLAYER 7/W NOM. 3/18' TEMPERED GLASS AIR SPACE 3/18° ANNEALED OR HEAT STRENGTHENED GLASS .090° DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM PVB INTERLAYER 3/18° HEAT STRENGTHENED GLASS EXTERIOR BAI° GLASS BITE 7/8' NOM. 3/18" TEMPERED GLASS AIR SPACE 3118' ANNEALED OR HEAT STRENGTHENED GLASS .078 VANCEVA INTERLAYER 3/18' HEAT STRENGTHENED GLASS INTERIOR EXTERIOR GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER Oat MOP GLAZING DETAIL 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER 5/6' GLASS BITE INTERIOR SETTING BLOCK mom. WAWA 1015 tib NOON= TNISOSIOT mnar Norlabit 0 Oft a.isarau NOCO "NOOVI8OrI®r KO MIMEO ME SIM °Ler7eaF fOlOTECSOICLOOYORIVE AOWA6Bi gJCDO P06 WOO FL$G74 GLAZING DETAILS ALUM. FRENCH DOOR it SIDE LIT ES, IMPACT plow R»so I F 1111 2+ 12 I �r800041 I D //e4; Robert L Clark, P.E. PE 939712 Structural 4 Table 1. Ma>dmum Design Pressures Configuration Width (In) Allowed Glass Types Height (In) 79 314' (85 83 314° (70) 87 3/4" 91 314" 96 314" (80) French Door X 37" (3°) A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,O +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 )0( 71 3/4" (8°) A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 - 0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Sidolite Full Jamb 3811118" A,E +70.0 80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Narrow Jamb 3011/18" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 3311/18" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 3811/18" A, B, E, F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +99.9 -99.9 +00.3 -95.3 +81.4 -91.4 +87.9 -87.9 D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Table 1a. Glass Type and Test Report Number A - 7/18" LAMI (3/16°A,.090 PVB, 3/18°HS) B - 7/18" LAMI (3/18°HS,.090 PVB, 3116"HS) C - 7/18° LAMI (3/18"A,.075 VANCEVA, 3/18"HS) D - 7118° LAMI (3/18"HS,.075 VANCEVA, 3/18°HS) E - 7/8" LAMI I.G. (3/18"T, 1/4" AIR SPACE, 3118"A,.090 PVB, 3/18 °HS) F - 7/8" LAMI I.G. (3/16°T, 1/4° AIR SPACE, 3116"H6,.090 PVB, 3/18°HS) G - 7/8" LAMI I.G. (3/187, 1/4" AIR SPACE, 3/18 "A,.075 VANCEVA, 3/18°HS) H - 7/8" LAMI LG. (3/187, 1/4" AIR SPACE, 3/18"HS,.075 VANCEVA, 3/18 °HS) FTL -4311, 4312, 4315 UPGRADE FIL-4311, 4312, 4315 Fit-4527, 4528, 4529, 4530 UPGRADE FTL- 4527, 4528, 4629, 4530 F11-4311, 4312, 4315 UPGRADE Flt-4311, 4312, 4315 FR.-4527, 4528, 4529, 4530 UPGRADE F'1L-4527, 4528, 4529, 4530 OVERHANG LENGTH OVERHANG HEIGHT 1. D THAN DIAG P S O HEI 0 ). IF N +) L ST BE G LEND MAXI w -RISE 0 PSF ALL S THE JOINING SIDELITES. . FTL-5941) "C moo 1 e 166{18uwa/MAIMS 00002 Delo • 0 Al000010101110.010J1 FOR LOW110001L MAW INV 1"N= IWONW080A�0Nl3T AR 010640 O Perly, arc Lereeaitp arc PFA WNW LT. 4005 I foroirametoortmws MatArl DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT eW6le e>rr Lore FD700 NTS 19+ 12 o�irLL iee I 80WW -11 I D ///,//,( L Chtk, P.E. PE 839712 Strlxiwml • 13116° MAX. WIDTH —1 96 3/4" MAX HEIGHT ALL OX OR XO X NOTES: 1. CONFIGURATIONS WITH SIDE LiTES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 6 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. 25° MAX DLO ALL UNITS 110 6/8" MAX. WIDTH 148 318" MAX. WIDTH OXO OXXO (SHOWING EACH VERSION SIDELITE) 713/4' MAX WIDTH-1 36 11/16" 36 11116" MAX. WIDTH [MAX WIDTH 26" 33 3116" MAX DLO MAX DL 0 (FULL JAMB) 0 (NARROW JAMB) riMUCT mew ileel�� i,// MAW Ds* woos: FX *MO NopNN9010000T TLwv9p wu MOW .Ut 0200119 C Noteaixan9eer rau°a& LOW Malone NO CRUM TNSMISW dR 0222000 FFJ 'am* 1...77 'Tess I wrongsmarecarrome NOKOPEAFLSCla asprfue NPt7l 4 EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE UTES, IMPACT lkolossadve rem I NTS 14 • 12 I8 .11 I D ,e/4 /7 Robert L Clark. P.E. PE 39712 Structural } VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD VERTICAL SECTION B OUTSWING HEAD ORIGINAL VERSION TOP RAIL 21 ALTERNATE VERSION TOP RAIL TTY MAX OLO— I FXTERIOR, VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL .�. Dos . PA 100E08 I I MNOQ/REMA (NOWIA MAIEWJPM®EW70YRA0.®00USO . MAX DLO —I ENTER OR EXTERIOR MAX HEIGHT ORIGINAL VERSION BOTTOM RAIL MAX. HEIGHT ALTERNATE VERSION BOTTOM RAIL iii9� ais I$gMo fit. �L • LI VERTICAL SECTION D OUTSWING SILL mom> nwe eiriteto .ue a . 0 w»IG 0014Y7100taLi. H wses sure wwewe 00700010E917010#EOt7 JR �eE V0/40_00 w ',It 124 LT. lams I va 1e� �FL51 EVERTICAL SECTIONS ALUM. FRENCH DOOR & SIDELITES, IMPACT ai hig smote seal wear nw F07e0 11/7 I B+ 12 I 8000.11 I D ,6/1- //;0 Robert L Clark, P.E. PE 038712 Structural r � ' OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE DETAIL J SLAB AT GLASS BED DETAIL G STILES AT ASTRAGAL 0 0 0 ,.fv.Olnl- .l� 1„ 0 O 0 0 DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) SEE NOTE FX ao awrn,n ea AM NNW DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) NOCHAN081110 SHOT D NOfHQSt4�► leaNNOLOGY DRIVE' MOM AVMS 1411 BOX FL MN DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) NOTE: ASSEMBLY HARDWARE QTY (3), 11' FROM TOP & BOTTOM AND ONE AT MIDSPAN INTERIOR EXTERIOR DETAIL E DETAIL I JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE HORIZONTAL SECTION DETAILS ALLY FRENCH DOOR & SIDE LITES, IMPACT ,IMrEY aelY !u6 a■r,IO X a,I FORD 112 6 d12 I 11 D Robert L Ciark, P.E. PE #38112 Straatural B 1 1 ,r PD750DOOR(8) am 1Dna,I PFSCHIFITON rms FRAMSIOTPARTB 8C06 FRAM B-111161)16 63305 2 8003A OUT.SWINOSILL 61003A 3 80080 O17BSW0 3811LCOVPA 680010 4 8006 DRIP CAP 68008 5 11EAD.SULd JAMB WEATHI*TRIP( CHIMAL) 118333776100 6 8007 SCREW COVERT 68007 7 8009 II 81'ALLPLATB 68009 8 9 808 PMMBA88B4B YS0RB9F61XrPHQUAD ASTRAOALENDMAL 781PQA 48032 10 8268 OU/4 W840EI1LO.OW MO) 48058 DOOR PANEL $ BEAD SIL &JAMBWBATH0BPRIP(St AL) 05333718560 29 8012 STUB 63312 21 8014 TOP RAM, COMBADED R OD DIBXM 68014 22 8013 BDTrOM MIT.CH.1MD® ROD OE8R24) 68013 23 8017 TOP WIMP 68017 24 8016 150370MSWIIV 68016 25 SW3PSCRRW8,14X 1/2' PHIL PH 16 801$ A317RAOAI, ACTIVE 04ACTIV8 63315 27 80218 OBARIIINC6 JAM88IDH 680218 28 3320$ OBARHINCILCOVER 29 8018 OBAREIDR316 BACK-UPIYATB 68016$ 68018 30 31 8019A 8BARHfVOQD00R8mB 68019A 8015 OBARH1NUELMAMBO 68035 32 OEARHn36 MT-SCREW 8632: 1/4' 33 CBAARIONOQ MIU 4*BW 612:314' TRUSS HD. 34 (MARION:36M L SCREW 112 :1 Ur TRUSS MX 33 THRBAD3DRC 091618X36' 611ODA 36 PLANOTO HEM NOT 5 /1618 37 8189 19196 CLAMP 6038* 38 800 S/B(BiAARIATa1 MECHANISM (ASHLAND) r39 40 IACKBLO(8 48030 IATc21A3RSCR139/8I8Xr sSPNBLTRHD 78X2TPAX 41 8037 H f 8 SHOOT HOTS R OD (BU UJ VAM 42 8645 SIANDARDI EOLTB W /3ROD(SUUAVAN) 43 8033 SHOOTS= OIBDR 4631 44 SHOOT BOLT1ABDR& STRUCHSCRE7 &32X 318' SS PHDLTRHD 78)08PPTX 45 8033 IOCHl= 8TRBIBPLATBATABTRAOAI .(ACI7VEHINO®1H+q 46 80181. IPF7- 87RIBBPIATBATAS TRAOAL(ACIIVESHI9 EDRIONf) W51104381 W51104461 47 SCNRCBPIATRBCREW8 832X 364 S PHHLMHO 78X38PPTX 48 BT1r1IBPIATBMIDSSESCREW 624X I1' PH 761E+4IR 49 8086 81318RPIATHAT HPAD d SUL HPADSTRI®StREW838X UI PURL FH 78582AX 51 —b. °'I4I1BS *6$69SI1L38X U2PH ale/u3E4*mPH 78RI2PPHID( 52 0011 ACTTVBT30M SRI (ASIMBID) 53 338 PAID 9131T /SRI(ASHIAND) $4 8044 STARCHES STEEL PABSIVBLDCB AR(ASHLAND) 55 80141. TOPMROA000LTDISHl7) 68014A 56 8013A BOTTOM MD.OAOHOLT D88H84) 68013A 57 - ,5/16°:211° LA0130178 751612(8.77( 40750 PULL JAMB SIDE LITE 3981 0908 DBBCHWITON PURI 8006 FRAME -HEAD, SIIL& IAMB 68006 4 8008 DROP CAP 68008 6 8007 SCREWODVPR 7 8009 INSTAIL1'IATE 68009 8 PRAMBASSI MRLYSCREW 58 X 1' PH QUAD 78190A 20 8012 STILE 68012 21 8014 TOP MIL 68014 32 8013 BOTTOM RAIL 68013 35 'REm916I8X36' SCROD* 36 FIANI ®HIMNUI91618 79903017* 37 8039 TRUSS CLAMP 60378M 60 88X3/4° PHSQDRIVBTIMS4*W 78534PSrW 61 SIDRUTBHEMTRIM 6*6 a 4* SU BLTBIAMBTRIM 1091750 NARROW JAMB SIDE LITE 1 8006 PRAMB- HEAD &SILL 68006 4 8008 DRIP CAP 68008 6 8007 9023W OMER 63307 7 8009 INSI'AILPLATE 68009 6 FRAMBA$9SMBLYSCR BW 88 X 1° PHQUAD 21 8014 T0PM3L 781PQA 68014 32 8013 BOTTOM MIL 68013 35 ----' TA RE4 DPD Ibl D 91618X36° SCRIMP, M FA103EDH8NUT 91618 79901611A 8039 TRUSS CUM' 603783 60 8871314' PHSQDRIVBTOLSa019/ 78/04PSIW 61 8028 SIDBUTBIIMDTRIM 68028 70 0010 FHAMELIAMB 63310 ASSESIBLYKIT 09 803313 FREIO21200RA®E*BLYM4M 66033 81 9324X2 If! PHSCREW a 51044H87CNUI 83 312X 1 Ur TARDIER SCREW 84 3366 SUBBBL(OPTIONAL) 68056 GLASS, BEADS d SILICONE 90 GLAZING MALMO; DOW OORNR40899,983,993ORBQUIVALENT 91 7/16'IAMINAT*GA3S(3/19AN13 090PYB,YI6 IS) 92 7/16' LAN@UTE)GLMS /1810.,680r6163116° 115) 93 7/16' IAMINATBDGASS(3/16' AN1,97S VANCBVA.3/16' 8S) 94 7/16' LAMINATED GABS (3 /16° IS.,07s VANCSVA, 916' IS) 95 718'LAMBLQ(7116' 7,1/4' SPAC ,3716'ANN.,090PV163116° 8S) 96 7/S TAM ILQ CJ/I6' 7,1/4' SPA M916' I11.090PPR ale 813) 97 7/8' IAMI LQ 0/16' T, Ur SPACE,9W A104..075 VAN9CIIVA,3A6' HS) 93 711° IAME I.Q (3/W T. 1/4' SPAC P,3/16' 18.,075 VANCEVA,3/16' HS) 105 BACK MAD 68032 106 8016A SLBACRCHEAD *664 107 8073A 7116' BRAD 68023A 108 8024A 7/8' 10/MAD 6802410 109 1224 VINYLBUIBWSIP (01 ICK) 6TP247 araleast mat= AR MOM 0 4070 ®4 6 ADO 0798188 61AII®66 mom T.I. atalmA 1890 wars 7I1181!!T de 0016051 FF.K MP*804 L.T. E WRVS 1070 1110#1011703T ORNIt 110107M184 FL 84270 aIMO FLOWS PARTS LIST ALL/AL FRENCH DOOR & SIDE UTES, IMPACT adollbair I NA 67 a.. /MO '12 I4 800041 I D a Roberti. Clark, P.E. PE 939712 S11uadrtal r /. C t U 1.000 #8006 6063 -T6 0 FRAME, HEAD, JAMB AND SIDELITE SILL r- 3.018 ar. If .050 O7 #8009 6063 -T5 INSTALL PLATE 2T—'- 1.938 O#8003A 6063 -T6 OUT-SWING SILL .683 fl. X3.836 #8056 6063 -T6 10 VI/OUT-SWING LOW SILL .050 --•4 1.353 F••— O #8004C 6063 -T5 3 OS SILL COVER 8.260 #8013 6063 -T6 BOTTOM RAIL 1.938 .100 8.260 #8013A 6063 -T6 56 BOTTOM RAIL, LAG BOLT DESIGN manta /x 141000 VR51001019e0 2.000 1.033 O#8008 6063 -T5 DRIP CAP 4.0--3.990 #8012 6063 -T6 STILE T 1.498 F+—- 4.434- 21 #8014 6063 -T5 TOP RAIL N--- -- .434 #8014A 6063 -T5 55 TOP RAIL, LAG BOLT DESIGN .060 040 O#8007 6063 -T6 SCREW COVER #8017 6063 -T5 23 TOP SWEEP .050 .797 1 2240 #8016 6063 -T5 24 ‘fLYBOTTOM SWEEP .075 1 170 2.544 26 #8015 6063 -T6 ASTRAGAL earucr acyoBBD �m giorid Si - 'YGli%- to 2015 IMMIX oft knidialg JR mama JR _ taittar amao ENV OI�N 0 1wvaaeeEl.00800aauma awMer. O ducat GE/fMO&Oar P:1 Por7 rasmx EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT aaamat I /2 I 8 12 "Ai" 8000-n I D /7/° r4 Robert L C la, P.E. PE 439712 Stroa4nel Att • >: r • e • r-- 2280 —►� 27 #8021 B 6063 -T6 GEAR HINGE, JAMB .076 2.—P-1 61 #8028 6063 -T5 SL HEAD TRIM _,0461 "0"Nv A42 -+ .986 14 Q#8022 6063 -T5 BACKBEAD -1 .742 .363 .072 28 #8020A 6063 -T6 GEAR HINGE, COVER O#8056 6063 -T4 SUBSILL, OPTIONAL 1.169 r._ r '046 ®#8026A 6063 -T5 SL BACKBEAD .750 F1 818 jr- ©#8023A 6063 -T5 0 7/16" BEAD 742 ' C. tL��T t-- 1.703 -..-1 I 29 #8018 6063 -T5 HINGE, BACK -UP .075 2.438 -+I ( ) #8019A 6063 -T6 GEAR HINGE, DOOR 1.000 3,036 70 #8010 6063 -T6 NARROW SL JAMB ,—.040 .437 I -'.°w;7 #8024A 6063 -T5 I.G. BEAD r-1.812_I .100 1.000 37 #8039 6063-T6 TRUSS CLAMP #8033B 6105 -T5 FD ASS'Y BEAM (►- 2.313 --►I1 .060 62 #8029 6063 -T5 SL JAMB TRIM Roaraet 0 Rerbken D ISWRIFOE NOCKVIOSSIMBISHEET IWOTECA1101AGYORMI NOKONA R.3ffi7E PAR 1t�D F131�t EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES IMPACT f O r i l I 18+ 12 rwvii. 8000 -fl I D eneuucr:= bra + AVZ2015 �F Robert L Clink. P.E. PE 039712 StruoWral • IN .r --ir —11-1 —Jr —181--1 —ir 3' ler- 1 le.' I-0 12°® ... r _ — 11 ° — — _ _ 11° t l _ TYP. y — _ 1 HEAD & SILL_ ANCHOR CLUSTER (TYPICAL) ANCHORS 11° c _ ° MIN. TYP. — _) — in l I I IDQ I Hu — HEAD & SILL ANCHOR CLUSTER A t (l l 0- ilta ANCHORS QT'Y. 86314° - (8) 913/4° -(8) — 87 3/4" -(8) 833/4" - (7) 79 3/4" - (7) 11" — _ _ 10.671' MAX _ O1C. ® — _ _ 10.671° MAX _ OjC. t — — 18.600" MAX.,. 18.600° MAX 0.C. _ A _ _ ANCHORS HT. QTY. 963/4 - (5) 913/4 ° - (5) 873/4" - (6) — 3/4" - (8) 79 314° - (6) I 1—T. — ANCHORS HT. QTY. — 96 314• - (8) 913/4° - (8) 87 314' - (8) 83314 " - (7) _ 79 3/4• - (7) — HT. QTY. 96 314° - (6) — 913/4" - (5) 87 3/4" - (6) ` 839/4• - (r3) 79 3/4' - (5) _ •C — _ � — ` — (2) EO SP. TYP. (3) EO SP. TYP. 11. 11. _ 9 7• 11" I 1—f- I II I I—f- I 1111 Illt I Q 1111 1111 0 1 DETAIL A (CONCRETE) A DETAIL B (WOOD) A D . C • C - = ) SEE NOTE 6 A DETAI D (WOOD) A (SINGLE PANEL) (SINGLE PANEL) (2 OR , ANCHOR TYPES: ANCHOR TYPES: .., 1 OR 2 2 OR 3 1• ANCHORAGE SPACING REQUIREMENTS: • , 1) REGARDING A (2 OR MORE PANELS) OF ENCIRCLED ANCHOR TYPES: ANCHOR 2 OR 3 LOCATIONS 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LIE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND 0 ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES:1 -1/4" ELCO ULTRACON 2 -1/4° ELCO S84 CRETE -FLEX 3 - #12 STEEL SCREW (G5) A CONCRETE SUBSTRATE USE TYPE 1 AT 1318" MIN. EMBEDMENT OR TYPE 2 AT 13/4• EMBEDMENT. 13/4" MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/8" MIN. EMBEDMENT. 3. SINGLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B. WOOD SUBSTRATE) sss 66�� •. .i r J4G X01$ .... A. HEAD AND SILL-8" MAX. FROM FRAME CORNERS. JAMBS.. 11" MAX. FROM FRAME CORNERS. 18.600" MAX O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571" MAX. O.C. WOOD SUBSTRATE (DETAIL B). 4TIeRM. = - • • • ,. _ . _._ ,; ? ,. _ .. -._ • O L r . • _ .A a - .. •- .. ,. --r• r NS CLUS j. 6. TWO OR MORE PANEL CONFIGURATIONS : (DETAIL D, WOOD SUBSTRATE) A HEAD AND SILL6" MAX FROM FRAME CORNERS, AND AT 3", 8°, 8° AND 12" MAX ON EACH SEE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS. REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4 ". JAMBS 11" MAX. FROM FRAME CORNERS AND 10.671° MAX O.C. L caent P E PR 9311712 suuwrel ■woo NC at ore e Debt P armor s a RENOIR OMPtIMMI OTON HORA0tdl/BNIMa IYW. er P»vrecmtvan�s►zaeNares,4s•a evmwwosname�t ramTECHNOLOGY cmve > a PPM UM Pa FL MN ANCHORAGE SPACING ALUM. FRENCH DOOR & SSE LITER IMPACT mow Alt °i p Debt ammo flaame a °'a°Y7,°"` CHAN�mwEar10VORW it � aswrr my srr 11/4 e.` '. 10 + 12 w+r"a wn 800041 D 4 R. w Jr A A CONCRETE ANCHOR WOOD ANCHOR 1/4" MAX WOOD ANCHOR CONCRETE ANCHOR SEE NOTE 1 1 /4° OPTIONAL SEE NOTE 2 GROUT SEE NOTE 2 OPTIONAL 0 (NOTE 1) 114' MAX, GROUT, GROUT, 4� Q 1/4° MAX SEE ,. NOTE b 4 -J NOTEB�J �� _cl1III NOTE 6 j I I t— "1 Ill 1 ?: - •`"• • .... '.'.EMBED. t �.:;,.: ; ".. -_ ` .:i... EMBED. A3A K•S`I ., 3ti ' :. _ ''�: SEE A &',;:g.' 'I K91 �411N.; d.•_ c.;. .• >!. SEE 1318° CONCRETE t ; ?., ' - ,, a NOTE I CONNCRETE+: ;a'� -;'. * _'; <�_ NOTE 1 MIN. e.`'.* a' ` °.1 "y it 'V I .� �� 7� 113/8" ' 2x WOOD, SEE MIN �� (C-`--'�] -) - 2x WOOD. SEE arai NOTE 3 NOTE 3 f _ . TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL ® (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUBSILL TO WOOD) aEXTERIOR INTERIOR [> (ALL HEAD & SILL SECTIONS) ®3.4 KW t1�113 �:::' EMBED. i:•r SEE A ~y' • _ �� "" A 1 fie' MIN. ;�..i. ';i ;;.CONCRETES -.`'7 NOTE ®.4Ksi.Mllsi : '+ --'EMBED. ,.u.. ;'.�.- :�.:a %Lj _::', J ', SEE ;• ':' :ON . " NOTE 1 SHIM `1 =� 2x WOOD _' SEE NOTE 3 Am 1x WOOD SEE NOTE 3 it : m - -- MI j. III M1/4°--f {1�!� I 5� ' ,, _ SHIM i�Tit�� inleoucraevisra ' - "`"`"�„,. xY 2015 ' ' ,OP CONCRETE ANCHOR, SEE NOTE 1 A , 7 S 7,r, cr.., ®CONCRETE ANCHOR SEE NOTE 1 AWOOD ANCHOR SEE NOTE 2 TYPICAL DOOR 8 SIDE LITE HEAD : 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4• ULTRACON3 OR 1/4° 884 CRETE-FLEX. MIN. DISTANCE`' FROM ANCHOR TO CONCRETE EDGE IS 1 314 ". MIN. EMBEDMENT: 1/4° ULTRACON -1318 °.114° 584 CRETE -FLEX - 1 3/4°. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 1/4.554 CRETE -FLEX -1 3/8° MIN. EMBEDMENT FOR EITHER. 3. WOOD BUCKS DEPICTED AS lx ARE LESS THAN 1 1/2° THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 12° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 4. FOR ATTACHMENT TO ALUM: THE MAIL SHALL BE A MIN. STRENGTH OF 6083.T8 AND A MN. OF 1/8° THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2t WOOD BUCKS. THE ANCHOR SHALL BE A #12 MS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. r/ I / '' �� Robe,tLCta* PE PE 038112 BtrubneI :� AR. [in: CRIIOI . O ramae anxbme 01.10200 xu1001, WARM A009lL MOIRIIIfdtll4O llTAx.IpF01gWV®O6fi9.et h FLSOP8 Paeparsa, 11010204 OLIN= ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDELITES, IMPACT .,,,,., at cam PA i 0 "rrwa o I _J�\ ..r... Pc M ... 11/4 .� nrw. . ° 111 • 12 I 800041 I D <DEXTERIOR INTERIOR (ALL SILL SECTIONS) CONCRETE II,ANCHOR SEE NOTE 1, s: MAX SHEET 11 GROUT, SEE NOTE 8,1 SHEET 11 L A EMBED SEE NOTE 1, SHEET 11 • CONCRETE ANCHOR, SEE NOTE 1, SHEET 11 1/4 MAX. GROUT, SEE NOTE 5. SHEET 11 .■:•.3.41031MIN.444: • ".-1; TYPICAL DOOR SILL (DIRECT TO CONCRETE) INTERIOR (ALL JAMB SECTIONS) EXTERIOR AEMBED. SEE NOTE 1, SHEET 11 OPTIONAL A 151:t4m#H_ 4:11:4 EMBED' CONCRETE ri BEE Will' "i • 1.4: ..;• SHEET 11 OPT ONAL DOOR SILL (SUBS LL TO CONCRETE) 3.4 KSI MIN. CONCRETE A A CONCRETE ANCHOR, SEE NOTE 1, SHEET 11 EMBED. at SEE NOTE 1, SHEET 1 3.4 KSI CONCRETE OR 1.6 KSI • MIN. CMU Ix WOOD, I SEE NOTE SHEET 11 ' we MAX. SHIM —4 we MAX. SHIM—.'4 1— WOOD SEEANOHOR NOTE 2. 1I4 MAX. NGTEOROUT AS71 S iwr im MIN. OPTIONAL TYPICAL DOOR SILL (DIRECT TO WOOD) CONCRETE ANCHOR, SEE NOTE 1, SHEET II TYPICAL DOOR & SIDE LITE JAMB 2x WOOD, SEE NOTE 3, SHEET 11 114° MAX. GROUT, SEE NOTE 5, SHEET 11 OPTIONAL DOOR SILL (SUBSILL TO WOOD) _CONCRETE A ANCHOR, — SEE NOTE 2, el SHEET 11 1/4' PAAX. SHIM —0-1 Remit* OM Reisaben PA WOW I ASVIMNIDSINSUANDALIffittiMETOPIIDOMWMILEMUSION& OVAXIDIANIONGFOONORITIE. Rottree DAN (002/00 Etts, AR. OUNilte IT toga Iddloisc Mlle Dalt Zr. 4/005 ROWS% NODEDLOWRIMISILLOPTIOAREAROMIZEDDErN1/14 NOCIORIM*171111WEER TECHAVLOGY LAVE NOWNI41134278 a:AttC IND R.S4104 ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT •'= 18714 172 12 I' mom 14°D Robert L CltulLP.E. PE 08012 Seuctwel