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WS-11-1054Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 160793 Permit Number: WS -6 -11 -1054 Scheduled Inspection Date: August 09, 2011 Inspector: Bruhn, Norman Owner: ORTIZ, ARMANDO Job Address: 445 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: EAST COAST WINDOWS & DOORS. INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060140520 Phone: (954)581 -2113 Building Department Comments RETROFIT 20 WINDOWS AND 3 DOORS IMPACT INSTALLATION Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments August 08, 2011 For Inspections please call: (305)762 -4949 Page 8 of 27 3.t Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. .� PERMIT APPLICATION Master Permit No. A A w AN 0 6 Nil L FBC 20 07 Permit Type:(BUILDING) ROOFING OWNER: Name (Fee Simple Titleholder): 4f / 1 cidtd' (9/ %�/ z Phone #: 9/ 7 -757 3 —/ 0.2 D- Address: e% 7 C ,t) / 7'/ 5-71-.. City: 7 %Gr/?4fr _�)4a /''e State: Zip: _ :3 1 3 e? Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: V %S City: Miami Shores County: Miami Dade Zip: 33/3dr Folio/Parcel #: /1— 3a6 b-- if7/ V- DSa 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: $ 07 7. —S.—DO •00 Square/Linear Footage of Work: Type of Work: ❑Addition ®Alteration New ❑Repair/Replace ODemolition Description of Work: Retrofit (24 windows and (3 ) doors with impact ******** ******** **** ** * * * * * ** * ** * ** * *** Fees*:************ ** * ** * * * *** * ******* * ** *** **** ** Submittal Fee $ Permit Fee $ ..J CJ CCF $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CO /CC $ Bond $ Technology Fee $ TOTAL FEE NOW DUE Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AIr'1JAVIT: 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 _ Signature Owner or Agent 'r The foregoing instrument was acknowledged before me this H The fo going instrument was acknowledged before me this/ day of , 2011_, by P'% O(-f2. , day of , 20 1 I , by Edward J Morris who is personally known to me or who has produced who is As identification and who did take an oath. NOTARY PUBLIC: Contractor My Commission Expire ELEANOR MCAFEE Commission # EE 5814 2 My Commission Expires 07 -05 -2014 i,�j I.SCC oFe� °S'� Bonded Through i,,,,r,�o• Atlantic Bonding Co., Inc. Plans Examiner ersona own to me r who has produced as identification and who did take an oath. NOTARY PUBLIC: Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Sign: 7 \_ /lii LL' Print: Edward J Morris My Commission Ex rS 7,14 *° ELEANOR MCAFEE � ®` Commission # EE 5814 e My Commission Exp res 07 -08 -2014 "VA if Iw ±rFO�st. BondetlThrough �.�C� a i• ti •I . Zoning Clerk PERMIT # 1111111111 11111111111111111111111111111111111 CFN 201 1 R036; 8 5 r OR Bk 27712 Ps 4249; (fps) RECORDED 06/07/2011 10:56:40 TAX FOLIO # ,�% °r 3.20 g —f0/ 91-0-5=-1 ,,,,RECORDED RUVI N v CLERK OF COURT MIAMI -DADE COUNTY? FLQf'II LAST PAGE 1 NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF MIAMI -DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property: Property Address: 2. General description of improvement 3. Owner Information Name: a. Mailing Address: b. Interest in property. c. Name & Address of fee simple titleholder (if other than owner): 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 This space reserved for recorder. LOT BLK or' SUB /'l1(4,"le S'traPeJ 2 .P'' 16-37 s-- Sf ngthy Legal attached AE; 'fro -A �O ,rt olr�S' vc 7i ®✓5' V' t jj�i J/'neic -Y- n�+v4no�c D `� i 2= � A/6 /"� S->c /?ilr'4�r.' Sle re5 , 33/34 East Coast Windows & Doors, Inc. 1711 SW 7 Avenue - Pompano Beach FL 33060 954- 581 - 2113 / 954-581 -2114 fx 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) 713.13(1)(b), Florida Statutes: Name: Address: Telephone & Fax 9. Expiration Date* of this Notice: 1 HEIYSBY RTIFY L. rii' :3;t.' ,r HARVEY Vii, CLOW of ix . ._. Pir *Expires one year from the date record - • ess otherwis; noted. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATIO COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, S STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR P COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRS ICE OF FLORIDA NOTICE OF r PECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDI, G YOUR NOTICE OF COMMENCEMENT. 5 Signature of Owner or Ownerithorized Officer /Director /Partner /Manager The foregoing instrument was acknowledged before me this It-( day of , 20,11_, by /filtij,.4,> o,4, - as for �4rm.a,ve X1-7-: ? Title/Office Signature of Notary Public - FI .ri•a Print, Type, or Sta Personally Known OR Produced Identification ,/ Type of ID Produced: 1)4- VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES. EAf'i:3 t TOIL -FEE 0ned apiiNoftijzlir4 My Commission Expires 07-05-2014 ugh /Mantic Bonding Co., Inc. Under pegalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and lief. R 4 ( e r°0ee PO)Y(z-ric) / By* Signature of Owner or Owner's Author leer /Director /Partner /Manager who signed above. Turn Over for Instructions JOB ADDRESS Ortiz Residence 445 NE 94th Street, Miami Shores, FL 33138 WINDOW / DOOR Opening Information WINDOWS / DOORS MULLION BARS SHUTTER Req'd A SkS '14G1R€7 A�RA1 } RO UC F " APPROVAL # R °SIZE tJt7A I?RESSURES PSF { t C i f :( +) PSF �� (.) PSF '.� 26 1/2 x 63 70.0 90.0 46.5 50.4 08- 0117.11 5/16 HS /HS N Y 06- 0125.07 1 x4 x.375 x63 170.0 170.0 s t 58 x 63 79.7 115.1 43.7 47.6 10- 0715.03 7/16 HS /HS N 26 1/2 x 63 70.0 90.0 46.5 50.4 08- 0117.11 5/16 H5/HS N 2a 37 x 63 70.0 75.0 45.2 49.2 08- 0117.11 5/16 HS /HS N Y 06- 0125.07 1 x4 x.375 x63 •••• 166.0 166.0 )1, 74 x 63 70.0 70.0 43.1 55.6 10- 0715.03 7/16 HS /HS N 37 x 63 70.0 75.0 45.2 49.2 08- 0117.11 5/16 HS /HS N ":s 26 1/2 x 50 1/2 70.0 79.9 46.5 50.4 08- 0117.11 5/16 Ann /HS N Y 06- 0125.07 • • • •••• • • • 1 x 4 V375'x 50 14"; •• • • ' .170.0 • • 17b•0 is 58 x 50 1/2 79.7 115.1 45.2 49.2 10- 0715.03 7/16 HS /HS N 3c; 26 1/2 x 50 1/2 70.0 79.9 46.5 50.4 08- 0117.11 5/16 Ann /HS N Shutters (7) 130.0 140.0 44.4 48.3 FL8022 N/A N •••• • • • o • • 74 x 38 3/8 75.0 75.0 45.2 59.8 07- 0815.09 5/16 Ann /Ann N •••• • • • ' I • • • •• 74 x 38 3/8 75.0 75.0 45.2 59.8 07- 0815.09 5/16 Ann /Ann N • • • • • • • • • • 74 x 38 3/8 75.0 75.0 45.2 59.8 07- 0815.09 5/16 Ann /Ann N • 37 x 38 3/8 75.0 75.0 46.5 50.4 07- 0815.09 5/16 Ann /Ann N • 1 • • • • 9 37 x 38 3/8 75.0 75.0 46.5 50.4 07- 0815.09 5/16 Ann /Ann N .. • • • • • • 1 . of • 1 o 32 x 80 55.0 55.0 45.2 49.2 FL4940 N/A N •• • • • • • • • • 11 45 1/2 x 33 75.0 75.0 46.5 50.4 07- 0815.09 5/16 Ann /Ann N 12 16' x 7' 47.5 52.0 39.2 47.7 07- 0928.10 N/A N 13 19 x 26 70.0 90.0 46.5 50.4 08- 0117.11 5/16 Ann /HS N 14 53 x 38 3/8 70.0 75.0 46.5 50.4 08- 0117.11 5/16 Ann /HS N 15 71 3/4 x 79 3/4 75.0 75.0 42.7 46.6 07- 0629.10 3/8 Ann /HS N '€ 16 37 x 38 3/8 70.0 75.0 46.5 50.4 08- 0117.11 5/16 Ann /HS N 17 71 3/4 x 84 75.0 75.0 42.3 46.2 07- 0629.10 3/8 Ann /HS N �= 18 111 x 38 3/8 60.0 60.0 43.7 56.7 07- 0815.09 5/16 Ann /Ann N rat 19 74 x 38 3/8 75.0 75.0 45.2 59.8 07- 0815.09 5/16 Ann /Ann N THIS FORM SHALL BE SUBMITTED ALONG WITH THE FLOOR PLAN AND ALL PRODUCT APPROVALS. "" A MINIMUM OF TWO INSPECTIONS MAY BE REQUIRED (1st) FRAMING - DURING THE INSTALLATION OF CONCEALED FASTENERS (2nd) FINAL - AFTER ALL WORK IS COMPLETE. 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 1 20 25 30 35 40 45 50 15 46.5 50.4 45.2 , -49.2 � , 43.7 47.6 43.1 42.7 -46.6 r 42.3 x-46.2 41.9 -45.9 41.6 -45.5 16 -62.2 -59.8 i 44.3 43.7 -54.6 4 . 42.5 42.2 16 -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 17 -51,7 -50.5 -49.6 -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 18 -52.4 -51.1 -50.2 -49.5 -48.9 -48.4 -48.0 -47.7 -47.3 19 48.8 47.5 46.6 45.9 45.3 44.9 44.4 44.1 43.7 19 -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 20 -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 22 -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 24 -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 26 -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 28 -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 30 -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 32 -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 34 -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 36 -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 38 -61.3 59.8 -58.7 -57.9 -57.3 -56.7 -56.2 -55.8 -55.4 40 57.1 55.6 54.5 53.7 53.0 52.5 52.0 51.5 51.1 40 -62.0 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 -56.4 -56.0 44 58.3 56.7 55.7 54.8 54.1 53.5 53.0 52.6 52.2 44 -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 48 -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 52 -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 56 -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 60 -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. #2o7, Pompano Beach, FL 33062 (954) 784-6991 (954) 781-5708 fax emmaC0c5es,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 -' 45.0 "' ' ' 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 40 57.1 55.6 54.5 53.7 53.0 52.5 52.0 51.5 51.1 -76.5 -73.5 -71.3 -69.7 -68.3 -67.2 -66.2 -65.3 -64.5 44 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 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. Mellinger, P.E. 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 (Kzt): 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 fbr a eotlf r condition • • • • • • Instructions • • • • • • 1 Tables show the °ks rettease" design pressures, with any• unknown variably • • • • 2 Tables are vali4 only for erean roof heights of 60 feet or 3 Tables are valid for any roof slope. For reductions for • • roof slopes less •tMs P5 llagrecs, consd10En4r1eer for sits • specific analysi`.• • • • • • • • 4 Calculate the aeilpe joj height. If averve cannot be determined, ussthe peak goof height. Round up the roof height to the next highest/able valu: • • • : • • • 5 Calculate the tt1butarx lea (length *height) of the • opening in questunb llouyd the tributary area down to tho • next smallest table value. If the tribEt!r? MAA 15 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 corner shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than distance "a" from a building corner, 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: February 16, 2011 EL •• • • • •• •••• • • • • • • ••• • ••• •• ••• • • • ••• • ••• • 0 16' x 7' Garage Door 19 x26 CA 12 j 13 45 1/2 x 33 HR 11 Garage 10 2868 Steel Door I 1 A0 Bath 37 x 38 3/8 HR 9 t 8 37 x 38 3/8 HR Bedroom 7 74x383/8HR 74x383/8HR t rs4 ' 53 x 38 3/8 CA 14 Kitchen ter 197.1e /11 71 3/4 x 79 3/4 FD with (2) 24 1/2" sidelites 15 Dining Living Room 4 3b 58 x 50 1/2 PW (7) 52" Shutter Panels 3a, c (2) 26 1/2 x 50 1/2 CA 44 x 80 (2) 1 x 4 x 50 1/2 Mulls Bedroom 5 74 x 38 3/8 HR 6 X O O X s 37 x 38 3/8 CA 16 Bath Closet ARV triteStiti•Sv 71 3/4 x 84 FD 17 Bedroom 111 x 38 3/8 HR 18 19 ••• • • ,L 38 3/8 I-1R • lb 58x63PW la, c (2) 26 1/2 x 63 CA (2) 1 x 4 x 63 Mulls 74 x 63 PW 2b (2) 37x63 CA 2a, c (2) 1 x 4 x 63 Mulls Prepared by: East Coast Windows & Doors, Inc. 1711 SW 7th Avenue Pompano Beach, FL 33060 (954) 581 -2113 Ext. 201 Job Site: Ortiz/Ockert Re 445 NE 94th St Miami Shores, l� • X O •• • • •••• •••• • • • • •••• •••• • • •• •• •••• • • •• • • • • a• • • • • • • • • • • • •• • • • X 0 Miami Shores Village T- APPROVED I BY DATE ZONING DEPT; tiiJLDG DEPT 'BLDG hee: f SUBJECT TO COMI 1 IANCE WITH ALL FEDE RAL STATE AND COUNTY RULES AND REGULATIONS Florida Building Code Online • • •• •• •• • • • • • • • • -- • • • • ••• • • • ••.•• ... • • • • • • •.• • • • • • • • • • • ;• • ••• • • • '.• • • •• •• I • • • ••• • • • '• • • • • Le • • • • • • • • • • BUS Home 1 Log In User Registration HonTopics 16ubmIteurchara 1 Stars& Facts Publications FBC Staff 1 BCIS Site Map 1 Links 1 Search 1 71 c' htg Page 1 of ORE rMrSTFIF"If- MANA5i.-7210ENT r PF OE. OF ME SECRLTARP ti Product Approva`•• • • • USER: Public User • • •• ••• •• • • • • • • •• • • • • • ••• •• Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL242 -R9 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer 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) Standard Year TAS 201, 202, 203 1994 TAS 202 1994 Equivalence of Product Standards Certified By {144,,• / /, :n: n,> fI ,. :.7 n1.,,;1a;,... ,, ., / «/ «« .141 T\ !'7P1 _ T •7. !17171 •■ ri . A /r Inn+ Florida Building Code Online • • ••• • • • ••• • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • ••• • • Product Approval Method • • • ;• • • • • •: • Method 1 lob on A • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• Date Submitted 05/08/2009 Date Validated 05/09/2009 •• • • • •• ••• •• Date Pending FBC Approval •• �•� • • • 0t /15/Q009 • Date Approved Date Revised •• • • • • • 0$/09/20V9 • 03 7a3f 210 Page 2 of , Summary of Products FL # Model, Number or Name Description 242.1 FIR-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.pdf 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 HR -710 (Impact) WinGuard Aluminum HorizontaTRoIler Window _ Limits of Use Approved for use in HVHZ: Yes Approved pp owed foF use outside HVHZ: Yes ImP act Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) #07- 0815.09 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 710 -07- 0815- 09.pdf ,FL242- R9 C CAC "Getter HR= 710.pdf - Quali ty Assurance Contract Expiration Date 12/21/2011 Installation Instructions FL242 R9 II 710 -07- 0815- 09.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.5 HR -810 (Large Missile Impact) Multi -Story Aluminum Horizontal Roller Window 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 -DSde County Notice of ••• Acceptance (NOA) #08- 0408.03 for product performance information, anchorage details, and anchor type, size, and spacing information. HVHserrataoliew aD pro$i%fore identified as "Miami- Dade" on the IM draarvil:e. :• •evaluation ' • • • • • • • • • • • Certification Agency Certificate FL242 R9 C CAC 810 LM 08- 0408- 03.PDF F4242 R9 C CAC Letter HR -810 LM.pdf Qllality 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: Reports *Created by Independent Third Party: 242.6 ]I-IR -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 OHR -810 (Small Missile Impact) 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: gg 1,�+,.• / /..n..... Fl..,4 Ani....41.i41... ,.,•../ ,•/,.,• .,,,,■ A4:1 .-T '7..ATI71 ;11 XI A is /" Art 1 r PGT Visibly Better.' 1070 Technology Drive Nokomis, FL 34275 • • ••• • • • ••• • • •• •• • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • •• • • • • • • • • • • • •• •• •••••••••• • •••• • • • • • • •••• • • • • • • • • • • ••• ••• •• • • • •• ••• •• • • • • • • • • •• • • • • • • ••• •• July 8, 2008 Reference: HR -710 LM NOA 07- 0815.09 To11 Free Phone 800.282.6019 Local Phone 941.480.1600 Engineering Fax 941.488.3196 To Whom It May Concern: The above - referenced Miami -Dade County Notice of Acceptance meets the requirements of the Florida Building Code 2007 edition, section 1714.5.2.1 (TAS 202 protocol) and sections 1609.1.2 and 1626 (TAS 201, 202, 203 protocols Large Missile). 'Robert L. Clark, P.E. P.E. #39712 PGT Code Compliance MIAMIdaADE COUNTY • • • • •i • to I • • 1 • • ,• • • • ■ • ••• • • • • • • • •• • • .. • • • •. • . •• •• • • •• • • • ••• • • • • r• • • • � • • -110-• • •• • • • • •• • • • • • • • • • • • • • • • • • • •• •• • • • • •• • •• • • • ••• ••• BUILDING CODE COMPLIANCE O IC; *lot •' 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. • • ••• • • •• • •• • • • •. .. .•. • • • • • • • • • • • • ••• • • • • • • • • • • • •••• • •. • • •• • • • • • • .. • •••. •••• Noha OF • • • • • • • • •• •• ••. •. • • • • • •.•. • A�CCF PTAIf'E;' ` VIDENCE SUBMITTED A. DRAWINGS • ... . • . • .. • • • • . .• • • 1. Manufacturer's die drawings' and sectbiis' • 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 T argaespada, 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. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) E -1 Manuel Pe :.. Product Control 1""F"' NOA No 07 -0.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. • • ••• • • • ••• •. • • • • • • • • • • • • • • • • • • • • • • • • ... • • • • • • • • • • • • • ••• • • • • • •.• • •• • • • • • .. • • • • • • • • • • • • • • • • • • • •... •••. • • • • • • . . • • • NOTICE OF AYCE�TAli�''VIDENCE SUBMITTED .• • • • •• ••• •• •• • . . C. CALCULATIONS • • • • 1. Anchor Calculations and structural aMrys!s', 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 bntryal 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. OTaER 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 Exa 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) UTES OF 1/W ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516' LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5116' LAMI CONSISTING OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 7/16° LAMI CONSISTING OF (1) LITE OF 3116° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16' LAMI CONSISTING OF (2) UTES OF 3/16' HEAT STRENGTHENED GLASS .7TH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER G. 13116" LAMI 10: (1) LITE OF 1/8' OR 3116' ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16° LAMI CONSISTING OF (2) UTES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16' LAMI IG: (1) LITE OF 1/8' OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 316' AIR SPACE AND 5/16° LAMI CONSISTING OF (1) LITE OF 1/B" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER. • • • • • I. 13/18° LAMI IG: (1) LITE OF 1/8' OR 3/16' ANNEALED (MIN.) GLASS. 5/16" OR 3/8' AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GAS'S • WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER • J. 13/16' LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3116' OR 1/4' AIR SPACE AND 7/16' LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS Wilt Mi • • • .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) LITE OF 3/16" ANNEALED GLASS AND (1)'LSIE • OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER • L.13/16° LAMI IG: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 3/16' OR 114' AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3116° HEAT STRENGTHENEIPOLA'9 • WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS:06 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 TA33LES ASTM E 1300-02. 4. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. 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 • • • • • • • • • • •• • A8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, C4IMENTcfpgippywucttNG THE HIGH VELOCITY HURRICANE ZONE (HVHZ). S. '" :l 1.. w.eear F.K ala 4/15/07 Rs�lv6ec C ADDFTL -5330 TO NOTES 7& CHG. NOTE8 TO CURRENT EMT. Road* FE( ale 10/17/75 Rey ene 8 CHANGE TOASTME 130602 We: 5/1303 2/2/28/06 Re,Ame J.J. ADD AIR SPACE MM. NOTE 1, TECH. REF. NOTE 7& NOTES. 1070 TECHNOLOOYORNE NOKOMIS, FL 34273 P.O. BOX 1829 NOK0,140, FL 34274 Vis/bfy Bette, GENERAL MYTES'' 1r ALUM. HORIZONTAL ROLLER WINDOW, IMPACT anawmm HR710 Sake NTS are 1 d 11 w+s®Re. 4127 -10 Ref: C NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ, S�G$QNS..» 51,543 PARTSI.IST • 8 EXTRUSIbA3 • T • • • • • CORNEPJL 5 • ANCHORAGE....... 8.11 • •• • .�.�•• • • • •••• • • • • •••• •• • • • • •• • • • • • • • • PRODUCTREVISED m =plying with the Florida Duikd'eg Code AG 4,rztnce No O " " S.D7 Hcpiion Dmc 3t 7 O �I► • • • • • • ••••■• • • 12" NOM. GLASS BITE 12' NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT WS INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS d3/16' 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 <-] EXTERIOR INTERIOR (ALL SECTIONS) 12° NOM. GLASS BITE 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16° OR 3/8• AIR SPACE 1/8" OR 3/16° ANNEALED (MIN.) GLASS 13/18" 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 1/8' or 3/16" ANNEALED (MIN.) GLASS 13/16° NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI •••• • • •••• •••• • • • •• • • •••• 1 • •••• •• • • • • •• • • • • ••• • • • PRODUCT REVISED an complying with the Florida Bolding Code Auepa eNoO Expiration Datc • ••• • ••• • ••• • ••• ••• ••• • ••• • .O emaeer. FK 4/13/07 rowan NO CHANGE THIS SHEET Raaear FC 10117/08 Rerisatur NO CHANGE THIS SHEET Revolt* F.K aa.°er FC 5/15/7/0 22/28108 Rettforix A crammer J.J. ADD AIR SPACE DIM. TO LAMI is DETAILS I 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.0.3OX 150 NOKOMIS. FL 34274 PGT Visibly Better rosoallice GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s I Full 2 . 11 Omni. No. 4127 -10 Roc C // , /4- ? 4/ Ro t L bark P.0. PE #39712 Shladaral ••• •• • ••• • ••• • • • • •• • • • • • •• • • •• • 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 3/8" 48" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 50 5/8" +60.0 54" 60" 63" -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" 106 3/8" A,B,G,H 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 -60.0 +60.0 -60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 +55.2 -58.8 +56.2 -56.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +BU O -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 +90.0 -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 (113,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMA4.LERI WINDOW WIDTH GLASS TYPE WINDOW HEIGHT • • • •• • ALL HEIGHTS UP TO 63•••• TO867/16" A,B,C, G,H,I +60.0 • TO 86 7/16" D,E,F, J,K,L G iOa • +75.0 fib• •••• TA84� OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) • • • WINDOW WIDTH GLASS TYPE WINDOW HEIGHT • 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 60" A,B,G,H 66" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 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 -75.0 +75.0 -75.0 +74.2 • • Y -75.0 +75.0 '15,5 -74.2 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 +70.2 -70.2 +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 GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL-4859 (OX & XO) 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 13-1/8" 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 13-1/8" 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 13-1/8" 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, 7/16" LAMI - (3/16"A, .090, 3/16 "A) K. 13/16" LAMI 13-1/8" 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 - (3116"HS, .090, 3 /16"HS) •••• • • •••• • ••• • • • N r • •••• • • •••• •• • • • • •• • • • • • • • ••• • ••• • ••• • ••• • •• ••• • ••• ••• • • • ••• • ••• • • • • •• •• • • • ••• • • • Ni v" ..- 7"..71VISED a: am;s:; i::3 with Ou Florida Btaidin; C 11 A: cccp4mco No 07 0615.0 .umtm,nato 3Lf7 Rand By: Darr rte an"a FJC 4/15/07 C ADD INTEGRAL FIN OPTION& UPDATEASTM E 1300-02 DPa ng Oats Fit 10/17/06 K F. Dm"ar osr F.K. 228/56 Bnemr +rm REVISE DP TABLES TO ABM E 1300.02 Dma 5/13/05 *slams A ADD AIR SPACE DIMENSION GLASS TYPES G THRU L G.aeaey aarr J.J. 323/05 1070TECHNOLOGY ERNE NOKOMB. FL34275 P.O. SOX 1525 NOKOMIS. FL 34274 PT DESIGN PRESSURES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Vistbll Better S•Seakeit HRTIO sate Iw.a NTS 3 ' 11 4127 -10 flow • •• • 2738' MAX. DLO VENT B r---- 54 5118° MAX DLO FIXED X DL 110° MAX. WIDTH I.F. FRAME il8 111' MAX WIDTH FLANGE FRAME DETAIL B - XOX (1/4- 1/2 -1/4) DETAIL A - OX OR XO MAX GE FRAME ALL :10. A NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAIII•S'• •. •• •• 27 3/8° 27 3/8' MAX. DLO MAX. DLO VENT FIXED 85 7/18' MAX. WIDTHtle. FRAM x-88 7/18° MAX WIDTH FLANGE FRAME • • • .• • • ti• • /9 • • DETAIL C - XOX (1/3- 1/3 -1/3) • • •••• SEALANT OR GASKET AT HEAD AND SILL • .. • • • • • • •• • I.F. FRAME FLANGE FRAME VIEW D-D Q (FRAME CORNER CONSTRUCTION) • •••• • • .••• •• • • • • •• • • •.• ••• • ••• • ••• • ••• ••• • ••• • • • • • ••• • •;;•, < ! REVISED with the Florida Az.; - .::cacti No O%°'0: S. 09 Won Dula rn ice/ / Ar, ..,.. tut Comro, Roomer Fx 4/18/07 ReWskrar ADO INTEGRAL FIN FRAME MAX DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROMSHT & wmer FJC DAY 10M7/08 Hemlm4 8 NO CHANGE THIS SHEET Readily: F.K. Vele 5/13/08 ftrokdom A NO CHANGE THIS SHEET omelet FJG °tetarrBroe ChesiadAn J.J. 3/23/08 1070 TECHNOLOGY DRIVE NOKOMIS. FL 342713 P.O. 09X I529 NOKOMIS, FL 34274 Vtribl, Better ELEVATIONS TRW ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sanoart HR7IO NTS 4 ' 11 fare 4127 -10 TA 07 ct L. Clark. P.E. P5 839712 Structural ••• • • • • •• • ••• • • • • • • •• • • ••• • • •• • DLO FIXED DLO VENT Cl �— A 3/8' AX X ALL ICED TES A 58' MAX DLO VENTS ALL 82' I.F. FRAME ALL CONING. FLAN CON MAX / O / X C I 73' MAX. WIDTH I.F. FRAME —.{I Q 1-..-• 74' MAX WIDTH FLANGE FRAME -{ DETAIL A - OX OR XO MAX GE FRAME ALL :10. A NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAIII•S'• •. •• •• 27 3/8° 27 3/8' MAX. DLO MAX. DLO VENT FIXED 85 7/18' MAX. WIDTHtle. FRAM x-88 7/18° MAX WIDTH FLANGE FRAME • • • .• • • ti• • /9 • • DETAIL C - XOX (1/3- 1/3 -1/3) • • •••• SEALANT OR GASKET AT HEAD AND SILL • .. • • • • • • •• • I.F. FRAME FLANGE FRAME VIEW D-D Q (FRAME CORNER CONSTRUCTION) • •••• • • .••• •• • • • • •• • • •.• ••• • ••• • ••• • ••• ••• • ••• • • • • • ••• • •;;•, < ! REVISED with the Florida Az.; - .::cacti No O%°'0: S. 09 Won Dula rn ice/ / Ar, ..,.. tut Comro, Roomer Fx 4/18/07 ReWskrar ADO INTEGRAL FIN FRAME MAX DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROMSHT & wmer FJC DAY 10M7/08 Hemlm4 8 NO CHANGE THIS SHEET Readily: F.K. Vele 5/13/08 ftrokdom A NO CHANGE THIS SHEET omelet FJG °tetarrBroe ChesiadAn J.J. 3/23/08 1070 TECHNOLOGY DRIVE NOKOMIS. FL 342713 P.O. 09X I529 NOKOMIS, FL 34274 Vtribl, Better ELEVATIONS TRW ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sanoart HR7IO NTS 4 ' 11 fare 4127 -10 TA 07 ct L. Clark. P.E. P5 839712 Structural ••• • • • • •• • ••• • • • • • • •• • • ••• • • •• • INTERIOR EXTERIOR MAX FIXED DLO —.^-1 MAX. WIDTH (FLANGE FRAME)", SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGEQFRAME) MAX. HEIGHT FLANGE FRAME INTERIOR MAX. FIXED DLO —� MAX VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL %FRAME) • 4,••• • • • • •• • • •••• ••• • • • • •• • • • EXTERIOR INTERIOR SECTION C-C A (VERTICAL SECTION, FLANGE FRAME) • • • • • • • • •••• •• • • • • •• • • • • ••• ••• • • • • • ••• • ••• ••• ••• • • • • • • • ••• •• • • • • © SILL HEAD (VERTICAL SECTION, I.F. FRAME )0 (VERTICAL SECTION, I.F. FRAME)© • PRODUCT REVISED es ton^l;,SS with the Florida b ::wLc Cods Acc-V..s ce No _ - Dotc may: F.K Oos 4/15/07 R11gWx ADD INTEGRAL FIN FRAME, ITEMS 41.42 AND 43 AND VIEWS. F.K. Rcrad Gale 10/17/08 lam NO CHANGE THIS SHEET mooetr: F.K maaoe7 F.K 5/13108 2/2S10G PoMtbae A J.J. NO CHANGE THIS SHEET 323/08 1070 TECdiNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 807C 1828 NOKOMIS. FL 34274 Pc GT Visibly Berner SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 a S Half 5 a 11 4127-10 /7/ //) 816 v7 Rodent L. Cia5, P.E. wr. PE 438712 C Structural ••• •• • ••• • ••• • •• • •• ••• • • • ••• • • ITEM DWG ' " DESCRIPTION MAIL PGI'# 2 3 4 6 7 8 10 12 13 14 15 16 17 19 21 22 4102 A FLANGE FRAME HEAD 4025 4053 4136 4137 4131 71298 1626 4002 4134 1155 4110 4054 4066 4105 1683 6063 -T6 AL 612237 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 #8X3 /4 PH. PAN HEAD 7834AA SASH STOP COVER (SA SH STOP) 6063 -T5 AL FLANGE FRAME SILL 6063 -T6 AL 64136 SILL ADAPTOR 6063 -T6 AL 64137 ROLLER TRACK 6063 -T6 AL 64131 WEEP HOLE COVER POLYPROP. 71298 ADHESIVE OPEN CELL FOAMPAD 7PAD1626 FLANGE FRAME IAMB 6063 -T6 AL 612225 GASKET FOR MAIN FRAME SIILJOINT 74134W/K #8 X 1.000 QUAD PN. SMS SCREEN ADAPTOR 78IPQA 6063 -T5 AL 64110G FIXED MEETING RAIL 60631ID -T6 AL 64054A WSTP,.187 X .230, FIN SEAL 64066G SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 WSTP.,250 X .270 BACK, FIN SEAL 616830 H 2251 . 226 29 1 4006 1235 1096 1016 4126 1683 D ROLLER HOUSING& GUIDE 421121ID BRASS ROLLER WHEELS SASHMEEFINGRAIL BRASS POLYPROP. 6063HS -T6 AL 7BRWH12 44128N 64006 WSTP.„170 X 270 BACK, FIN SEAL 67S16G SWEEP LATCH DIE -CAST 71096 #8 X.625 PH. FL. SMS 7858 SASH SIDE RAIL 6063 -T5 AL 64126 WSTP,.250X .270 BACK, PIN SEAL 616830 39 7070 BULB WEATHERSTRIP .187 X 275 67070K 40 LIFT RAIL COVER CAP 74078"C" L OR R 41 4139 I.F. FRAME HEAD 6063 -T6 AL 64139 42 4140 I.F. FRAME SILL 6063 -T6 AL 64140 43 4141 IF. FRAME IAMB 6063 -T6 AL 64141 50 GLAZING SILICONE, DOW 899, 995 ORI EQUIVALENT 51 1224 VINYL GLAZINGBFAD BULB (THICK) 6TP247W,K 52 1225 VINYL GLAZINGBFAD BULB (THIN) 6TP248K 53 4039 13 GLAZING BEAD - 5/16" 6063 -T5 AL 6403913 54 4044 B GIAZINGBFAD -5/16" W /GRI LKIT 6063 -T5 AL 644703 55 4222 A GLAZINGBEAD -7/16" 6063-T5 AL 64222 56 985 C GLAZINGBEAD -7/16" W /GRILLKIT 6063 -T5 AL 6985 59 4067 01AZTNGBFAD - 13/16" 6063 -T5 AL 64067 60 GLASS 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) 61 " 5/16" LAMI (1/8" A, .090 PVB, 1 /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) 0 A ITEM DW(I REV! DESCRIPTION 1 MAIL I PCT 66 GLASS, 13/16" LAMI IG- 1 /8 "A, 3/8"AIRSPACE, 5/16" IAMI (1/8 "A, .090 PVB, 1/8"A) 67 " 13/16" LAMI IG- 1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PV13,1/8"HS) 68 13/16" LAMI IG•1 /8"A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8"HS) 69 " 13/16" LAMI I03/16"A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1 /8"A) 70 " 13/16" IAMI IG.3 /16"A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB,1 /8"HS) 71 " 13/16" LAMI IG3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "HS, .090 PVB, 1 /8"HS) 72 " 13/16" IAMI IG•1 /8 "A,1/4" AIRSPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 73 " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" IAMI (3/16"A, .090 PVB, 3/16"HS) 74 13/16" LAMI IG.1/8"A,1 /4" AIRSPACE, 7/16" IAMI (3 /16 "HS, .090 PVB, 3 /16 "HS) 75 " 13/16" IAMI IG3/16"A, 3/16" AIR SPACE:, 7/16" LAMI (3116"A, .090 PVB, 3116 "A) 76 " 13/16" LAMI1G- 3/16"A, 3/16" AIR SPACE 7/16" IAMI (3/16"A, .090 PVB, 3/16 "HS)_ 77 " 13/16" IAMI IG3 /16 "A, 3/16" AIR SPACE:, 7/16" LAMI (3 /16 "HS, .090 PVB, 3 /16 "HS) 90 1014 SCREEN FRAME (HOR & VER.) 3105 -H14 AL 91 1630 SCREEN CORNER KEY W/RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RING POLYPROP. 93 1073 SCREEN SPRING stn.. • • • • _ 94 1624 SCREEN SPLINE -.135 DIA. FOAM : plT•PVC • • • • 95 1635 SCREEN SPLINE -.135 DIA. HARD • • FIVI•PVC • • • • 96 SCREEN • • • 2.784 .062 988 -- 43 I.F. FRAME JAMB ® #4141, 6063 -76 • •••• •••• • • • • •• • • • • •••• • • •••• •• • • • • • • • • • • • • •• • • • • • • • • • • • • 41 I.F. FRAME HEA'b, • • •• • • • OQ #4139,6083 -76 PRODUCT REVISED as complying with the Florida Building code o place No t5 —O %1 3.152 Expiration Doe 2 U2- 2.710 42 .F. FRAME SILL /c� #4140.6063 -T6 • Renee,: F.K 4/15/07 C ADD ITEMS 41, 42849 Renee" Deft RIMetam F.K. 10/17/08 8 NO CHANGE THI8 SHEET Renee,: Oft R.weee: F.K. 5/13/08 A ADD SPACE DIMENSIONS HEMS 68 THRU 77. • F.K X8108 •....1.1". 23/08 1070 TEOHNOLOGY ORIVE NOKOk08. F134275 P.O. BOX 1529 NOKOMIS, F134274 PST Visib6' Bette. PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ria,x sac 119715 NTS 6 d 11 4127-10 C PE 539712 Structural • 062 2.710• 1 FLANGE FRAME HEAD #4102A,8083 -T6 O SASH STOP #4025.6063 -T5 1--1.349-4 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 1.183 550 O GLAZING BEAD, 5/16" #40448, 6063 45 (USED W/ GRILL KIT) k 2.710 --�f O FLANGE FRAME SILL #4136, 6083 -T6 0 HORIZ. ROLLER TRACK #4131.8083 -T6 79 .0 I cc82 -+ 437 —ry 1.081 32 SASH MTG. RAIL #4006D, 6083HS-T6 .678 1.098 44445555-_-H --I T 55 GLAZING BEAD 7/16" #4222A, 6063-T5 37 .06 O FRAME SILL ADAPTER #4137, 6063 -76 1.+1.403 -► 17 FIXED MEETING RAIL #4054B, 6063i0 -T6 .291 -I SASH SIDE RAIL #4126, 6063 -75 .050 1.115 --1 —• 56 GLAZING BEAD, 7/16" #9850,6063 -T5 (USED W/ GRILL KIT) 1513 -�I I 040 738 O SASH STOP COVER #4053,6063 -75 1.363 I•--- -2.784 .062 13 FLANGE FRAME.JAMB • 064002A, 6083.1••• • o • •• • •••• • • • Oil • • •••• • •••• • •• •• • • • .050 • • • • .678 • • 1.096- -{-i 1 53 GLAZING BEAD, 5/16" #4039B,6083 -T5 .83 GLAZING BEAD, 13/16" 59 84067 6063 -T5 .097 • •••• • • •••• •• • • • • •• • • • • • ••• F.K. Mad ow• 4/15107 Rerebbss C NO CHANGE THIS SHEET F.K Army F.K. DAM 10117/08 ow= 513108 anthem 8 ta.trarc A NO CHANGE THIS SHEET NO CHANGE THIS SHEET Mari F.K 27/20/08 Chasday J.J. 3123/06 1070 TECHNOLOGY DRIVE NOKOMI, FL 34276 P.0 SOX 1120 NOKOMIS, FL 34274 Pc�T tenthly Better _EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sabahlabh HR7W Ikate Half �7 • 11 4127 -10 Rea C • • ••••• • PRODUCT REVISED as complying with the Florida BuildingCodo Amp:auo No O -o Expiration Date . 171 ' - ••• • ••• • • • • • ••• ••• ••• • ••• • Robert L. Clark, P.E. PE 939712 Structural ••• • • • ••• • ••• • •• • •• • • • •• • • it • • • • ANCHOR QUANTITIES, XOX (114412.114) WINDOWS TABLE 4 N NOTES: ANCHOR TYPE, 2 GLASS TYPES A,B,C,O,H,I G GLASS TYPES D,E,F,J,K,L 1 1. ANCHOR TYPES: 2,3, W000 Z Z CONC 1 1, CONC Z Z3, WOOD 2 2 CONC 1 1, CONC 1 ZONES Z ZONES Z ZONES Z ZONES Z ZONES Z ZONES WINDOW SIZE B BEAD & SILL 2 2 t tr2 m m 1r� m HEAD & SILL 2 m 2 2 2. GLASS TYPES: 53.125x 38.375 1 1+C2+1 +C2 +1 2 2 1 +C2 +1+02+1 2 2 1 +C2+1+C2 +1 2 2 1 +C2 +1 +C2 +1 2 1 1 +C2 +1 +02+1 2 2 1 +C2 +1 +02+1 2 2 C. 7/16" LAMI - (1/8" "A.090. /16 A) D. 7/16" LAMI - (3/16° A,.09CI, 3/18' A) 1 +02+1 +02 +1 3 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +02 +1 3 1 1+02 +1+C2 +1 3 3 1+02 +1 +02 +1 3 3 E. 7/16" LAMI - (3/16' A,.090, 3/16° HS) 1 +02 +1 +C2+1 3 3 1 +(2+1 +C2+1 3 3 1 +C2 +1 +C2+1 3 3 1+02 +1+C2 +1 3 1 1 +02+1 +02+1 3 3 1 +(2+1 +02+1 3 3 F. 13/1 LAMIIG3 -1/8 OR 6/1 G. 13118' LAMI IG -1/8° OR 3/18' A, 5/16' OR 3/8" SPACE, 5H8• LAMI - (1/8' A,.090, 1/8' A) 1 +C2 +1 +C2+1 3 3 1 +C2+1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 3 1+C2 +1 +C2 +1 3 1 1 +C2 +1 +C2+1 3 3 1+02 +1 +C2+1 3 3 H. 13/16• LAMI 10 - 1/8" OR 3/16' A, 5/16° OR 3/8' SPACE, 5/16' LAMI - (1/8•A,.090, 1/8" HS) 1 +C2 +1 +C2 +1 3 3 1 +02+1+02+1 3 3 1 +C2 +1 +02+1 3 3 1 +C2+1+C2+1 3 1 1 +02 +1 +02+1 3 3 1 +C2 +1 +02+1 3 I. 13/16' LAMI IG - 1/8° OR 3/16" A, 5/16' OR 3i6' SPACE, 5/16' LAMI - (1/8" HS,.090, 1/8' HS) 1 +C2 +1 +02 +1 3 3 1 +02 +1 +02+1 3 3 1 +02 +1 +02+1 3 3 1 +02 +1 +02 +1 3 1 1+02 +1 +02+1 3 3 1+03+1 +03+1 3 3 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) 60.000 x 38.375 1 1+02 +1+(2+1 2 2 1 +C2 +1 +C2 +1 2 2 1 +C2+1 +C2 +1 2 2 1 +C2+1 +02 +1 2 1 1 +C2+1 +02+1 2 2 1 +C2 +2 +C2 +1 2 2 L 13118° LAM 10 -1/8" OR 3/16" A 3/1 B' OR 114° SPACE 7/16' LAMI - (3118° HS, Off, 3/16" HS) 1 +02+1 +02 +1 3 3 1 +(2+1+02 +1 3 3 1 +C2 +1 +02 +1 3 3 1 +(2+1 +02+1 3 1 1 +C2 +1 +02+1 3 3 1 +02 +2+02+1 3 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +C2 +1 +C2+1 3 3 1+02+1+02+1 3 3 1 +02 +1 +02+1 3 3 1+02 +1 +02+1 3 1 1 +02+1 +02 +1 3 3 1 +02 +2+02+1 3 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+02+1 +02 +1 3 3 1 +(2 +1+02 +1 3 3 1 +02+1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 1+12+1+02+1 3 3 1+02 +2+02 +1 3 3 HEAD & SILL 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLOJIL • • • • 1+02 +1 +02+1 3 3 1 +02+1 +02 +1 3 3 1+02+1+02 +1 3 3 1 +C2+1 +C2+1 3 1 1 +02 +1 +02+1 3 3 1 +C3+2+03+1 3 253/4" MAX FROM CORNERS. • • •••• •••t 1 +C2 +1 +C2+1 3 3 1 +C2+1 +C2+1 3 3 1 +02 +1 +02+1 3 3 1 +02 +1 +02+1 3 1 1 +02+1 +02+1 3 3 1 +03+2+03+1 E •••• 74.030x 38375 1 1 +C2 +2+C2 +1 2 2 1+02+1 +02 +1 2 2 1 +02+2+02 +1 2 2 1 +C2+2+C2 +1 2 1 1 +02 +2+02 +1 2 2 1 +02 +2+02 +1 2 2 X 2 X • •■ • ••• 11 +03+4+C3 +1 i 3 I ANCHOR QUANTITY PEjt HEAD AND SILL ANCHOR QUANTUM • • • 1 +12+2 +02+1 3 3 1 +C2 +1 +02+1 3 3 1 +02+2+02 +1 3 3 1 +(2+2+( L+1 3 1 1+02 +2+02+1 3 3 1 +(2 +2 +(2+1 3 3 H 1 +02 +2+02+1 3 3 1 +02+1+02+1 3 3 1 +02+2 +02+1 3 3 1 +02 +2 +02+1 3 1 1 +C2 +2+02 +1 3 3 1 +03+2+03+1 3 3 A A CLUSTER OF (3) ANCHORS CF• • ANCHOR QUANTITIES, XOX (1/3- 1/3 -1/3) WINDOWS TABLE 6 N NOTES: ANCHOR TYPE) 2 GLASS TYPES A,B,G,H G GLASS TYPES C,D,E,F, ,J,K, L 2,3, WOOD 2 2, CONC 1 1, CONC - 2 2,3, WOOD 2 2, :ANC 1 1, CONC 1 1. ANCHOR TYPES: ZONES Z ZONES Z ZONES Z ZONES Z ZONES Z ZONES 1 WINDOW SIZE H HEAD & SILL C y c co r rn ' '• w w ' ' 2. GLASS TYPES: 48.000x 38.375 1 1 +C2 +1 +C2 +1 2 2 1 +C2 +1 +C2+1 2 2 1 +C2 +1+02 +1 2 2 1 +C2 +1 +C2 +1 2 2 1 +C2 +1 +C2 +1 2 2 1 +C2 +1 +C2 +1 2 2 C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 3 1 +02 +1 +02 +1 3 3 1 +C2 +1+C2 +1 3 3 1 +C2 +1 +C2 +1 3 3 1 +02 +1+02 +1 3 3 E. 7/16' LAMI- (3/16'A,090,3/16 " 1 +C2 +1+C2 +1 3 3 1+02 +1+02+1 3 3 1 +C2+1+C2 +1 3 3 1 +C2 +1+02 +1 3 3 1+C2+1 +C2 +1 3 3 1+C2 +1 +02 +1 3 3 F. 7/16' LAMI - (3/18" HS,.090, 3/16" HS) 1 +C2 +1 +02 +1 3 3 1 +02+1 +C2 +1 3 3 1 +02 +1 +02 +1 3 3 1 +02 +1 +02 +1 3 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 3 G. 13/16' LAMI 1G - 1/8' OR 3/16" A, 5116° OR 3/8" SPACE, 5/16' LAMI - (1/8" A,.000,1/8" A) 1 +02+1 +02+1 3 3 1 +02 +1 +C2 +1 3 3 1 +02+1 +02 +1 3 3 1+02+1 +02 +1 3 3 1 +02 +1 +02 +1 3 3 1 +C2 +1 +02+1 3 3 H. 13/18° LAMI IG - 1/8" OR 3/16" A, 5/18' OR 3/8" SPACE, 5/16" LAMI - (1/8' A,.090, 1/8" HS) 1 +C2 +1 +C2 +1 3 3 1 +02+1 +02+1 3 3 1+C2+1+C2+1 3 3 1+02 +1 +C2 +1 3 3 1 +0231 +02+1 3 3 1 +03+1 +03+1 3 -1/8" O 53.125x38.375 1 1+02 +1+02 +1 2 2 1 +C2 +1+C2 +1 2 2 1 +02 +1+02 +1 2 2 1+C2 +1+C2 +1 2 2 1+02+1+02+1 2 2 1+02 +1+02 +1 2 2 K. 13/16° LAMI IG -1/8' OR 3/16' A, 3/18' OR 1/4° SPACE, 7/16" LAMI - (3116" A,.090, 3/16' HS) 1 +02 +1 +02 +1 3 3 1 +02 +1 +02+1 3 3 1+C2+1+02+1 3 3 1 +02 +1 +02 +1 3 3 1 +02+1 +C2+1 3 3 1+C2 +1 +02+1 3 3 L. 13/16' LAMI 10 - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 1+02 +1 +02 +1 3 3 1 +02+1 +02 +1 3 3 1+02 +1 +02 +1 3 3 1+02 +1 +02 +1 3 3 1 +02+1+02 +1 3 3 1 +02+1 +02 +1 3 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +C2 +1 +02+1 3 3 1 +02+1 +02 +1 3 3 1 +C2 +1 +C2 +1 3 3 1+02+1 +02+1 3 3 1 +02 +1 +C2 +1 3 3 1+C2 +1 +02+1 3 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02 +1+02 +1 3 3 1 +C2+1 +C2+1 3 3 1 +02+1 +02 +1 3 3 1+02+1 +02 +1 3 3 1 +02 +1+02 +1 3 3 1 +03+1 +03+1 3 3 1+02 +1 +102+1 3 3 1 +02 +1+0+1 3 3 1+02 +1 +102 +1 3 3 1 +02 +1 +102 +1 3 3 1 +102 +1 +102 +1 3 3 1 +03+1 +03+1 3 3 HEAD & SILL: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLr • • • 25 3/4" MAX. FROM CORNERS • 60.000x 38.375 1 1 +02 +1 +02+1 2 2 1 +0 2 +1+02+1 2 2 1 +0 2 +1 +102 +1 2 2 1 +02+1 +02 +1 2 2 1 +102 +1 +02 +1 2 2 1 +02 +1+02 +1 2 2 JAMBS: 9" MAX. FROM CORNERS AND 221/2"NIAX. 40 C• e••• •• 1+02+1+C2+1 3 3 1 +02+1 +02+1 3 3 1 +02 +1 +102 +1 3 3 1+02 +1+02 +1 3 3 1 +02 +1 +02+1 3 3 1 +02 +1 +02+1 3 3 TABLE KEY: 410 • 0000 5 1+02 +1 +02+1 3 3 1+02 +1 +102 +1 3 3 1 +02+1 +102 +1 3 3 1 +02 +1+02 +1 3 3 1+02+1 +02 +1 3 3 1 +02 +1 +02+1 3 3 X 0 X • • • 3 I1 +03 +1 +03+11 3 1--+--ANCHOR QUANTITY PEj2 J JI 3 �� • ••- 1 +101 +1 +02+1 3 3 1 +102 +1 +02 +1 3 3 t +102 +1 +0�+1 3 3 1+02 +1+02 +1 3 3 1 +02+1 +02+1 3 3 1 +03+1 +03+1 3 3 • •• • 1 +02 +1 +02 +1 3 3 1 +02 +1 +02 +1 3 3 1 +02+1 +02 +1 3 3 1 +03+1 +03+1 3 3 1 +102 +1 +02 +1 3 3 1 +03 +1 +03 +1 3 t • HEAD AND SILL ANCHOR COMITIE • ♦ 3 H A CLUSTER OF (3) ANCHORS CTEO• • 1+02 +1 +02 +1 2 2 1 +02+1+02 +1 2 2 1+02 +1 +02 +1 2 2 1 +02+1 +02 +1 2 2 1 +02 +1 +02 +1 2 2 1 +02 +1 +02 +1 2 2 O 1 +02 +1 +02+1 3 3 1 +02+1 +02+1 3 3 1 +02 +1+02+1 3 3 1 +02+1+02 +1 3 3 1+02 +1 +0 2 +1 3 3 1 +02 +1 +102 +1 3 3 A § @ § §§ gg$xgg x i n ••• • • • ••• • •• • • • • •• • • •• • •• • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: TYPES: ELCO TAPCONS 2 - TYPES: LAMI - (1/8•A,.090,/8A) 5/16° LAMI - (1/8" A,.090, 1/8° 5/18• LAMI - (1/8' HS,.090,1/8" 7/16° LAMI - (3/18" A,.090, 3118° 7116' LAMI - (3116" A,.090, 3/18" 7/16• LAMI - (3116' HS,.090, LAMI IG - 1/8.OR 3/16' 13118• LAMI IG -1/8" OR 3/16° 13116• LAMI IG -1/8" OR 3116° LAMI 10 -1/8° OR 3/16° 13/16' LAMI 10 - 1/8.OR 3/16° 13/16' LAMI IG -1/8° OR 3/16" ANCHOR QUANTITIES FOR WINDOW & SILL: 1012° MAX ON 183/4• MAX FROM JAMBS: 9° MAX FROM KEY: O X 1/4" ELCO 834 CRETE -FLEX 3 - #12 HS ) HS) A) HS) 3/16' HS) A, 5116° OR 3/8' SPACE, 5/16• LAMI A, 5116° OR 3/8' SPACE, 5116* LAMI A, 5/18° OR 3/8" SPACE. 5118" LAMI A, 3/16' OR 1/4" SPACE, 7/16' LAMI A, 3/18" OR 1/4° SPACE, 7/18" LAMI- A, 3/16° OR 1/4" SPACE, 7/16" LAM1- ARE PER ADJACENT TABLE AND BASED SIZES NOT SHOWN, GO TO NEXT LARGER EACH SIDE OF MEETING RAIL CENTERLINE. CORNERS. CORNERS AND 2212" MAX••O.C. • • • • • • • • • • • • • QUANTITY PER,1 • AND SILL ANCHOR QUANIIiR9 STEEL SCREWS (G5) - (1/8' A,.090,1/8• A) - (1/8° A,.090, 1/8" HS) - (1/8• HS,.090,1/8" HS) - (3116" A,.090, 3/16° A) (3/16• A,.090, 3/16` HS) (3/16" HS,.090, 3/16• HS) ON THE FOLLOWING WINDOW IN TABLE. • • • • • • • •••• • • • • •••• • • • ANCHOR TYPE > & SUBSTRATE GLASS 1YPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 1. ANCHOR 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1 -1/4• ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H O ¢y X al m ' =I y 01 2 2 IC, 9 0 y X06 m 4 - -+ 12 y X e6 m 2 g m ¢ W °6 2 4 -s ¢0 W /.7) = re m i ' 2. GLASS A.5/16' B. C. D. E. 37.000 x 38.375 48.000 50.625 54.000 80.000 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 F. G.13118° H. I. J. 13116• K. L 3. WINDOW DIMENSIONS. HEAD TABLE EXAMPLE 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 3 1 +C2 +1 3 1 +C3+1 3 48.000 x 38.375 48.000 50.825 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+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 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 53.125 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 I2+C3 +2 13 F---ANCHOR •-� • • • • • • • • •••• ••• • • • • •••• • • • • • • • • • • • • • • • • • • • • 4 • 1 • • • •• 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 HEAD 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 +03+1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C2+1 3 1 +C3+1 3 A CLUSTER OF (3) ANCHORS. CENTERED ON THE MEETING R�tIL• • PLUS (2) ANCHORS AT OPERAB&I • • ANCHORSTOTA AT HE D. • • ANCHORS TOTAL AT HEAD a SILL (3• MIN. O.C. ANCHOR SPACI ) • : • • 314" MAX • •• ^i 1-,--3• MIN. • • , 1 +C3 +1 4 1 +C2 +1 3 1 +C3 +1 3 1 +C3+1 4 1 +C2 +1 3 1 +C3+1 3 1 +C3 +1 4 1 +C3 +1 3 1 +C4 +1 3 1 +C3 +1 4 1 +C3+1 3 1 +C4 +1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 1 +02 +1 3 1 +C2 +1 2 2 +C2 +2 2 1+02 +1 3 1 +C2 +1 3 2 +C3+2 3 1 +C2 +1 3 1 +C2 +1 3 2 +C3+2 3 1+C3 +1 3 1 +C2 +1 3 2+C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 4 1 +C2 +1 3 2 +C3+2 3 1 +C3 +1 4 1 +C2 +1 3 2 +C3+2 3 I- 118 • • • • PRODUCT REVISED as comp:i r�3r+'ith Ds Florida Baiidiae Cc^^ Acmptaam No . _OS 5.07 E*picatiaa Date L -// 1 +C3+1 4 1 +C3+1 3 2 +C4 +2 4 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 REF.I RAIL O 1 +C3+1 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 MTG. CLUSTER r QTY. OF (3) ANCHORS 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 3 1 +C2 +1 2 2 +C2 +2 3 2 +C2 +2 3 1 +C2 +1 2 2 +C2 +2 3 W/ 2 +C2 +2 4 1 +C2 +1 3 2 +C3+2 3 2 +C2 +2 4 1 +C2 +1 3 2 +C3+2 3 2+C3 +2 4 1 +C2 +1 3 2 +C3+2 3 2 +C3 +2 4 1+C2 +1 3 2 +03 +2 3 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 4 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 4 EXAMPLE (SHOWN t I RAIL IN 18 TABLE MAX -.--1--.-1 -.-11-.-3' KEY ABOVE) 12•TYP. MIN. g. I QTY. OF (4) ANCHORS By , .mw Product •""� 2 +C3+2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3+1 4 1 +C3+1 3 2 +C4 +2 4 2 +C3 +2 4 1+C3 +1 3 2 +C4 +2 4 74.000x 38.375 48.000 50.625 54.000 . 60.000 63.000 2 +C2 +2 3 2 +C2 +2 2 2+C2 +2 3 2 +02 +2 3 2 +C2 +2 '2 2+C2 +2 3 2 +03 +2 4 2 +C2 +2 3 2 +C3+2 4 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 9° R.. �/o o J Robert LClark. P.E PE R39T1T Structural 2 +C3 +2 4 2 +C2 +2 3 2 +C3+2 4 2 +03 +2 4 2 +C2 +2 3 2 +C3 +2 4 MTG. CLUSTER r 2 +C3 +2 4 2 +C3 +2 3 2+C4 +2 4 2 +C3 +2 4 2 +C3+2 3 2 +C4 +2 4 W/ 2 +C3+2 4 1 +C3 +1 3 2 +C4 +2 4 2+C3 +2 5 2 +C3+2 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3+1 3 2 +C4 +2 4 2 +C4 +2 5 2 +C3+2 4 2 +C4 +2 5 .ii �7�7 a' C ctlD.T'�6cEx TO B a SELECT y^Lt>ES°uET°A" °H °RCAn ADJ 1070 TECMNOLOOYDRNE Nacor.0s, pL 34219 P.C. BOX 11129 `0 FL 34274 ANCHORAGE SPACING, OX AND XO WINDOWS Im.ae► am« 7/06 Rew� REVISE ANCHORAGE FORMAT; HEAD &SILL CLUSTERS . ALUM. HORIZONTAL ROLLER WINDOW, IMPACT hest Rend Br FJC 5/13/06 a� A ADD SPACE DIMENSIONS TO GLASS TYPES 0 THRU L t IC 2/ 8/pg Checked ej I vL"a& wt�st &ale HRTfo NTS , a.� 10 m 11 4127-10 C •• • • • •• • • • • •• • • •• • •• • A d MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 1 3/4' MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 NOTE 1 1/4' MAX SHIM CONCRETE WOOD ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS A 1 3/8° 1 /4' MAX SHIM WOOD ANCHOR, NOTE 2 1 3/8° MIN. 1St 1/4" MAX SHIM -►� CONCRETE ANCHOR, NOTE 1 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 CONCRETE ANCHOR, NOTE 1 DETAIL E NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO © TAPCONS EMBEDED 13/8° MIN. OR 1/4' SS4 CRETE -FLEX EMBEDED 13/4° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4'. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 114' 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 1 112'. 1x WOOD BUCKS ARE OPTIONAL. IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF jJi AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVI ICL SYPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FORMx WOOD BUCKS. THE4I0ISHOR SHAM SB+Pp • • #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. II•THESE CRTT ARE MET, THE • • * RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR CHOR YPE 2 M $ED. • •• • 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COMEATO CONTACT VITH OTHER • 1 1/4' MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLOItIVERJRDING CODE, CURRENT .EDITION, • • • • (1.5KSICMU) •••• •••• © • • OR • • • • PERNOTEI Q •••• •••• • • " (3.4 KSI CONCRETE) • • • • • • • • •• •• •• • • 13/4" a PRIOR INTERIOR [� MIN. E.D (HEAD & SILL DETAILS TYP. 4 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS 6 ° 1 314" MIN. MIN. 3.4 KSI^ I ED. TYP. CONCRETE 2x WOOD BUCK, DETAIL D NOTE 3 WOOD ANCHOR, NOTE 2 1M1/4' X MAX. N SHIM • .•NOOTTE 10 ° ': 1 3/CUMIN.O © DETAIL C TYPICAL FLANGE FRAME SILL SECTIONS DETAIL H (HEAD NAILING .131 DIA. MIN. x 21/2' NAIL AT CORNERS AND 5' O.C. TYPICAL DETAILS G, H & I. • • • • • • • • • • • • • • • • •• •• • • • • • DETAIL G (SILL), DETAIL I (JAMB)4 Q TYPICAL INTEGRAL FIN FRAME SECTIONS FK Rated* F.K FK FK 4/15/07 10/17/06 5/1308 2/15/!8 ItEVISE NOTES 1 & 2 REGARDING TRIMFIT HD. & EMBEDMENT. C ADD I.F. FRAME CHG. NOTES TO FBC, CURRENT EDIT/ON• Revklans 8 REVISE EDGEDIST. , EMBEDMENT & SHT. REFERENCES Pzetstrox A ADD NOTES. Claebder Thar •L•. 3123/08 1070 TECHNOLOGY ORME NOKOMIS. FL 34279 P.O. BQx 1529 NO(OMIS, FL 94274 V/s/bly Bever ANCHORAGE DETAILS rmr ALUM. HORIZONTAL ROLLER WINDOW, IMPACT er*19.5** saa I ••• I uewerH. •• HR710 I Half 11 > 11 4127-10 C Florida Building Code Online • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •. •;••. • • • • • • • • • .••I, it • • PAR • • • • • • •' • • • • .• • • G ,• •• •• • • • • , • • • • oar • BCIS Home I Log In• •dsePlieeistrati •i HEt•'Popics aiibrgit:iprcharge I Stets & Facts I Publications 1 FBC Staff BCIS Site Map Links Search Page 1 of r GOI8FI LAITY PLANNING G ► tiousm B co "will 0 EVE L.Q MENr, Mf .GE.1E6rr '1 O$SFJGE OF'" sECF ETr Product 'Approval •• ••• •• USER: Public Ijser • • • • • • • • • • • • • • •• • • • • • ••• •• Product Approval Menu, > Product or Application Search, > Application Lisp > Application Detail FL # FL245 -R5 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer PGT Industries Address /Phone /Email 1070 Technology Drive Nokomis, FL 34275 (941) 486 -0100 Ext 22318 druark @pgtindustries.com Authorized Signature Lucas Turner Iturner @pgtindustries.com Technical Representative Lucas A. Turner Address /Phone /Email Quality Assurance Representative Address /Phone /Email 1070 Technology Drive Nokomis, FL 34275 (941) 480 -1600 Iturner@pgtindustries.com Category Windows Subcategory Casement 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 Year TAS 201, 202, 203 1994 TAS 202 1994 httrr / /www flnridatmildina nra /nr /nr ann ritl ny9narani=w PVIIIlurtnneTf tr W„Vi1RTT,.rn;ro/'>4,21NT A /7b /7n1i Florida Building Code Online • • ••• •• •• • • • • • • • • • • • • • ••• Product Appro4a'1•Mettiod • • • •• • • • • • • • • • • • • • • • Date Submitted' • • Date Validated Date Pending FBGANp'r►otal • • • • • ••• • • • • Date Approved • • • • • • • •• • • • • • ••• •• •• • • • • • • • • • • • ••• • • •' • •: •: Method 1 Option A • • • • • • • • • • • • • ••• •••05/22/2008 05/27/2008 e 07/07/2008 • • •• ••• •• • • 09/15/2008 • • • .•. • • Page 2 of Summary of Products FL # Model, 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.pdf Quality Assurance Contract Expiration Date 04/24/2013 Installation Instructions FL245 R5 II 640 -08- 0117- 12.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 245.2 ICA -740 (Impact) Aluminum Casement Window Limits of Use Approved for use in HVHZ: Approved for use outside Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami-Dade p (NOA) information, anchorage details, and spacing information. Yes HVHZ: Yes County Notice of .11 for product performance and anchor type, size, Certification Agency Certificate FL245 R5 C CAC 740 -08- 0117- 11.odf FL245 R5 C CAC Letter CA- 740:pdf Quality Assurance Contract Expiration Date 05/22/2013 Installation Instructions FL245 R5 II 740 -08- 0117- 11.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 Coovriaht Statement 1 Accessibility Statement I Plua -in Software 1 Customer Service Survey 1 Contact Us Product Approval Accepts: KJ httrr / /www fl nri tlalmildinu nra /nr /nr ann rill acny7naram:=AxrflP Y( lu: rtfnwT( 1d1,6\A7„AWTPTTr.rfl4r0 /14'21'XT AlInlIn1r • • .•• • • • ••• •• •• • • • • .• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• PG171: •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• Visibly Better. - 1070 Technology Drive • • Nokomis, FL 34275 • • • • • •• ••• •• • • • • • • •• • • • • • ••• •• May 22, 2008 Reference: CA-740 NOA 08-0117.11 Toll Free Phone 800282.6019 Local Phone 941.480.1600 Engineering Fax 941.488.3196 To Whom It May Concern: The above - referenced Miami -Dade County Notice of Acceptance meets the requirements of the 'Florida tBuilding Code 2007 edition, section 1714.5.2.1 (TAS 202 protocol) and sections 1609.1.2 and 1626 (TAS 201,202,203 protocols Large Missile). Sinperely, 2/0, = Lucas-A. Timer; Pik. P.E# 6201 PGT Code Compliance • • •• •• ••• • • • • • • ••• • • • • • • •• • • ••• • • • ••• • • •• •• • • • • • • • ••• • • • • •• •• • • • • • • • • • • •• •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION •• • • • •• ••• •• • • • • • NOTICE OF ACCEPTANCE (ISTOM PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: • • • -i- p4.6 = Ci9 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.aov/buildinacode 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 alter 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 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • ••• • •• • • • • • • • • • • • •• •• 113T�(�E O iiiEPTr Nc y: EVIDENCE SUBMITTED A. DRAWING §.• :: •'.:'• :•• ••• 1. Maneactdx2t'srdit theviltfgs acid sections. 2. Drawing N4744g -5, itled• "Ab minum 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, F.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test,per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted wider 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 Re No. FTL 3587 dated 10/8/02, signed and sealed by Joe • 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 • • .•• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • ••• • •• • • • • • • • • • • • • •• • • • . • • •• • • • • • • • PlOkCE b_# ACICEP_ `ANtJ : EVIDENCE SUBMITTED 5. Test repa�rts on: I) Aar Infiltration Test, per FBC, TAS 202 -94 • • • : • : :2V Uxifoctn Stati1c Air Pressure Test, Loading per FBC,TAS 202 -94 .. • :: '3j Wi afdrResit ance 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. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for Aluminum Casement Window — L.M.I., approved 0,. 3/06, exp G. E -2 th 'es C-740 5/22/08. Manuel P Product Contro P.E. finer NOA No. i T 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 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 WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" CONFIGURATIONS OPTIONS X 0 x 0 X X 0 X x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x 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 �••••• 1443:. 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 1/Initt•SPACE. 5%16" LAMINATED GLASS COMPRISED OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. • • •• • • • • LI 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!1601 AMINArle sta S COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OIROLIPOD NT PVb.1 A G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPAC4„74i16; IAMINATgQ GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. • • • • • 2. CONFIGURATIONS: X, XX, X0, 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 "XOX" & "O" 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. A4. ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" 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 114" 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. • • • PRODUCT R£S4EWE$ cortvtf, ow Meals IA,"4a7. F.IC pao"ar F.X. Revaditt F.FG. a„"nsr F.K 325155 ".". 7/10/13 5723109 12/17/02 O ADD 13115° LG. & MOVE GLAZING DETAILS TO SHEET2 >m. C NO CHANGE THIS SHEET D ADD 76•HT, GLASS TYPES FAND G. REVSEANCHORAGE. cnmwer: mt.: TEC,/0 DRWE I T NOTES AND TABLE OF CONTENTS NO X03149, 34279 ALUMINUM CASEMENT WINDOW, IMPACT P.O. C SOX 1529 NOK4315.5. FL 94274 Visibly Better CA-740 Sax "— cu"LOno NTSI 1 " 13 7045 -8 Lucas A. Turner. P.E. PE 08201 Mechanical • A 1/8" ANNEALED OR .090 PVB INTERLAYER 86 HEAT STRENGTHENED 1 GLASS I.._. 1/8" HEAT STRENGTHENED GLASS _, 30 31 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS .65° NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3116" HEAT I-- STRENGTHENED GLASS .65" NOM. GLASS BITE Chtbe FX 312540 uawey. Oft, 8 7/16" LAMINATED GLAZING DETAIL REDRAW GLAZING DETAILS 8 ADD 13/16'LO. F.K 7!10/09 F.K 6/23015 Omani* 0 .. F.K 03/25/03 Rpoistons NO CHANGE THIS SHEET Mamma 0 ADD 13N8'LAMI LG. W /7HE LAMI8 CORRECT 5/16'LAMI DETAIL ave. el: a 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 118" ANNEALED GLASS 13/16" .65" NOM. GLASS BITE • • •• • • •••• • • •• • • • •••• • • • • • •• • • • •••• •••• • • • • • •••• •••• • • .• •. 13/16" I.G. W/ 5/16" LAM* GLAZING DETAIL • • • • • • • • 7/16" LAMINATED COMPOIIT • .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 ?090X1528 NOKOMIS, F1.34274 Visibly Barer GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT *an.. autr a," tarp. 0.4745 NTS 2 13 7045 -8 •• • • • • •. • • • • • • • • • Wa� • • 4A"161i • ?A1..S'e';!:4- - ( %/!dam Lucp4 A. Tumor, P.E. PE 958201 Mechanical CENTERLINE 1 1/2" 1 1/2" ANCHOR 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) 4 13" MAX. O.C. ANCHOR LOCATION TYP. 4" MAX SEE MID -SPAN ANCHOR DETAIL TYP. (2) 4° MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. DAYLIGHT OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT — OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 13" MAX. O.C. 4" MAX. 4" MAX.1 1- I 14 112" MAX. O.C! PYP! • • 30" MAX. DAYLIGHT OPENING ELEVATION "B" - "le : •: (SEE SHEET 7 FOR PRESSURES/ • • • • • NOTE: "X" PANEL MAY SWIRL • IN EITHER DIRECTION 4" MAX. 4" MAX. �- - / X \ \ • X • • SEE NXEETING RAVCCIIML PM?" =I �—_ •••• / \ 30" MAX. DAYLIGHT OPENING ELEVATION "B" - "le : •: (SEE SHEET 7 FOR PRESSURES/ • • • • • NOTE: "X" PANEL MAY SWIRL • IN EITHER DIRECTION 4" MAX. 4" MAX. �- 69" MAX. DAYLIGHT OPENING A 76° MAX. HEIGHT l 37" MAX. -.1■■— VENT TYP. 13" MAX. O.C. \'' J 1- 1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY - 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) ELEVATION A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 69" MAX. DAYLIGHT •ditgaiaG A •• • 76° MAX. • ••• • • HEIGHT • `` •• • •••••• •• • •• • • • • •• • • • ••••a• • • • • • •••• a • •. •••• I •••••• • • •••• :• as • • • • • ,nr�yica�.,. PRODUCT RIMMED as atm:ilia! with dm MAAS% Sttlakii Aeee :• - • s: -e r Rdar F.K 325▪ 93 8 s CHANGE SHEET NO REFERENCES an Thew 790/03 C ADD HINGE LOCATION DETAILS Date 927105 0s 12117102 0 CHANGE MAX. HT. TO 7S' AND MAX. 01.0 TO 69^ CemFee ay Caro 1070 TECHNOLOGYDRNE NOKOMIS, F134275 P.O. BOX 1520 NOKOMIS. FL 34274 "XX "& XOX"ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS 3 " 13 7045 -8 D Lucas A. Turner, PE. PE 1758201 Mechanical \. ;: / \ // O 69" MAX. DAYLIGHT OPENING A 76° MAX. HEIGHT l 37" MAX. -.1■■— VENT TYP. 13" MAX. O.C. \'' J 1- 1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY - 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) ELEVATION A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 69" MAX. DAYLIGHT •ditgaiaG A •• • 76° MAX. • ••• • • HEIGHT • `` •• • •••••• •• • •• • • • • •• • • • ••••a• • • • • • •••• a • •. •••• I •••••• • • •••• :• as • • • • • ,nr�yica�.,. PRODUCT RIMMED as atm:ilia! with dm MAAS% Sttlakii Aeee :• - • s: -e r Rdar F.K 325▪ 93 8 s CHANGE SHEET NO REFERENCES an Thew 790/03 C ADD HINGE LOCATION DETAILS Date 927105 0s 12117102 0 CHANGE MAX. HT. TO 7S' AND MAX. 01.0 TO 69^ CemFee ay Caro 1070 TECHNOLOGYDRNE NOKOMIS, F134275 P.O. BOX 1520 NOKOMIS. FL 34274 "XX "& XOX"ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS 3 " 13 7045 -8 D Lucas A. Turner, PE. PE 1758201 Mechanical 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 14 1/2° MAX. O.C. VENT HEAD & SILL ONLY 13" MAX. O.C. 4" MAX. 4" MAX. L ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 37" MAX. WIDTH 30" MAX. IDAYLIGHT OPENING 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13° MAX O.C. 4" MAX. 141/2" MAX. O.C. 30" MAX. DAYLIGHT OPENING 97" MAX. WIDTH 53" MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. J I--- -� 60" MAX. WIDTH 53" MAX DAYLIGHT OPENING 69" MAX. DAYLIGHT OPENING ••• •• • A • •76" MAX. • • .NIGHT 4" MAX. ••• •••• 14I,4C'� •• •• ELEVATION "E" - "O" • • • (SEE SHEET 7 FOR PRESSURES? • • • • • NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 4" MAX. 13" MAX. O.C. 37" MAX. VENT 6 60° MAX. FIXED ELEVATION °F" - "XO" & "OX" UNEQUAL. LITE (SEE SHEETS 8-9 FOR PRESSURES) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) •• • • • • •• • • • • • • 0 N • • • • • • ss� 4,••• ! 11z9.i1 PRODUCT RENEWED cs"phh fiatFieAfit Middle?, COS, Artclf�?,nr. hie E1pLe1M/2 iiiihataa F. boa 3/2509 mom: B CHRNGESHEET NO. REFERENCES FK meals,. FK FK. B/1Y03 7110103 Dow 0T1n/02 C i ADO HINGE DETAIL 8 HINGE LOCATION NOTES MAX 0 CHANGE HT. TO 78'AND MAX DLO T069' chrJala 5-. 1 F.K. 1070 FL 342 DRIVE 5 NOKOMIS, FL 30173 P.0. SOX 1529 NOKOMIS FL 34274 1/iliatibgefietter 'X", "0", XO "& OX" ELEVATIONS rae ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS mw w 4 a 13 I 7045-8 Lams A. Teener, P.E. PE 038201 Mechanical • • • 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/(PHS,.090,1/8"HS) "X" WIDTH HEIGHT 28 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS, NEC POS NEG POS NEG POS NEG POS 181!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 30.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 `70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -842 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 4181 `'10.0 -90.0 70.0 26112 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 -67.8 678 -BB-B6"3 68.2 3 -6g.5 v5.0 -63.7"'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 45.5 i7"Og I -90.0 30 A - 90.0 70.0 -90.0 70.0 -90.0 70.0 -87A 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 - 60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 537 -91 3 51.3 -49.8 49.8 -48.3 V314" 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 -43:L4.319 - 90.0.70!8• -42.2 • 42.2 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 - 56.1 56.1 - 53.8 53.8 - 50.4 50.4 -47.7 4747 -4.5e64 45.6 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 -90.0. 70.0 -87.8 70.0 -84.4 700• 34 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 .45.2 45.2 -42.4 427 � 70.-••••• 39,,7 70 „0 • • • • • • • • • • • • B,E A -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -70.4 70.0 70.0 -75.0 - 60.4 70.0 60.4 -75.0 - 54.3 70.0 54.3 -75.0 -51.1 70.0 51.1 -75.0 -47.9 70.0 47.9 -75.0 - 44.8 70.0 44.8 -75.0 -42.2 70.0 42.2 -75.0 39.7 • : • • • • • • • • • • riatIMAinis • ` 1•e • • • , '•,- 7 �r rYxar.; 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 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 48.4 - 43.5 43.5 -41.1 41.1 -38.6 38!6• • 70.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL-3587 OPTION: C. 7/16" LAMI (3/1(rA,.090,3/16"HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 PRODUCT RENEWED is g ik°e°Moritz fluidize cede tit■ weteplea:� 14 •a; . 1 ua c�n./Dee !76th, J.' F..:..:G..,,,p 11 TABLE 2A. "X" WINDOWS TEST REPORTS: F11.-4807, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3116 "A,.090,3 /18 "HS) F.13116" LAMI (1/8"A,AIR SPACE, 7/16" LAMI -W/ 3/18"A,.090,311 (MS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH 1-55.0155.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 114° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. O--- r�/ Lucas 5. Turner, P. E. PE 0°58201 Mechanical R.a7. ..4 Fx Mt. s1z5431 ADO GL4SS TYPE ETO TABLES 1&4 1070 TECHNOLOGY "OXO ft 307"` P.O. BOX 1529 NOXOM/S, FL 34274 PRESSURES- X CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT "°'el* 7 41. Mee 7�10A03 NO em F.K. 8123105 L REVISE ANCHORS S ADD 76' HEIGHT OPTION aa.nsr F.K. 0m.: 12117102 Dsr. 1 Viably Bane• '' CA-740 �" NTS 6°`" 5 a 13 °""4"O 7045 -8 "' D COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 XX" WIDTH 37 A 43 A 48 A 531/8 A 57 A 60 A 64 A 68 A 72 A 74 A TABLE 4. GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) HEIGHT 26 NEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 31 36 NEG POS NEG POS 38 3/8 NEG POS 43 48 NEC POS NEG POS 50 5/8 NEG PCS 54 NEG POS 57 NEG POS 60 NEC POS -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 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 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 'RP 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 -75.0 70.0 -74.4 70.0 -89.6 69.6 -65.2 65.2 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 75.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -70.4 70.0 70.0 70.0 70.0 -75.0 -71.1 -65.5 -60.4 70.0 70.0 85.5 60.4 -68.4 -61.8 -57.5 -54.3 68.4 61.8 57.5 54.3 -63.9 -58.9 -54.9 -51.1 63.9 58.9 54.9 51.1 -60.0 -56.1 -51.8 -47.9 60.0 56.1 51.8 47.9 -72.1 70.0 - 69.5 69.5 -re •97.5 - 63.0 63.0 - 60.8 60.8 -58'0 •.0 - 58.5 58.5 - 56.2 56.2 - 931.95;4 -53.8 53.8 - 50.4 50.4 -.Q7 •47.7 -48.6 48.6 - 45.2 45.2 -2 4 :42+4 - 44.8 44.8 -42.2 42.2 -!9.7 39.7 • • • •••• • X •• X •••• • • • •• • • • • • • • • • .••• • • • •••• •••• • • •• • •••• • • • • •• • • •••• • ••••!• • •••• • -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 -18.6 .38,6 •• • "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8"HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5/16" LAMI -W/ 1/8"HS,.090,118"HS) ALL XX" SIZES UP TO 74" WIDE x 83" HIGH 1-75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 • • •••• inset GLAZING OPTION: C. 7/18" LAMI (3N6"A,.090,3116 "HS) ALL XX" SIZES UP TO 74" WIDE x 63" HIGH -90.01 70.0 TABLE 5A. XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3116 "A,.090,3 /16"HS) F.13/16" LAMI (1/8"A,AIR SPACE, 7116" LAMI -W/ 3/16"A,.090,3116"HS) ALL XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Rated R"mey. b.. F.K. 623/06 bower vm F.K. 12717/72 cn",teaae REVISE ANCHORS& AOD TABLES 76" HEIGHT OPTJON "n 1070 TECHINOLOGYORIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. 12 34274 PRESSURES - XX CONFIG. WINDOWS T. AWMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 6 0, 13 I 7045 -8 Lucas A Turner, P.E. PE 658201 McUrenmel • • • • COMPARATIVE ANALYSIS TABLE 6. & "1/4112 -1/4 XOX' WINDOWS • TEST REPORTS: FTL-3582, FTL -3729, FTL -4807, FTL -4608 WIDTHS "0" "XOX" GLAZING OPTIONS: A. 5116" LAMI (1/8°A,.090.1/8'HS) 8. 5/16" LAMI (1/8"HS,.090,1/8"HS) C. 7/167 LAMI (3/1(7A,.090,3/16"HS) E. 13/16" LAMI (1/8'HS,3/8" SPACE,5/16" LAMI W/ 118'HS,.090,1/8"HS) F.13/16" LAMI (1/8'AAIR SPACE,7 /16" LAMI -W/ 3/16°A,.090,31161HS) HEIGHT 28 31 36 38 318 43 48 505/8 54 57 60 83 67 72 76 36 72 A NEG POS NEG POS NEG POS NEG PDS NEG POS NEO PCS NEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 - 70.4 70.0 80.4 60.4 - 54.3 54.3 -51.1 51.1 NEG -47.9 POS 47.9 NEG POS -44.8 44.8 NEG 422 POS NEO POS 42.2 89.7 39.7 8,E -75.0 70.0 -76.0 70.0 -75.0 70.0 - 75.0 70.0 -76.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 NEG1POS NEGIPOS NEGIPOS 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 37 74 A - 75.0 70.0 - 75.0 70.0 - 73.7 70.0 -57.9 67.9 - 59.0 59.0 - 52.8 52.8 -49.9 49.9 -46.4 70.0 48.4 -90.0 70.0 -90.0 70.0 -90.0 70.0 -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 -76.0 70.0 -75.0 70.0 - 65.0155.0 -55.0156.0 - 55.0155.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 3912 79 A -75.0 70.0 - 75.0 70.0 •67.8 67.8 - 82.1 62.1 - 55.7 55.7 -49.8 49.8 -46.9 46.9 -43.6 43.6 -41.1 41.1 -38.6 ,70.0 38.6 -90.0 -388 70.0 36.5 - 55.0155.0 - 55.0155.0 -55.0 ( 85.0 B,E - 75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 B,E C,F 45 90 A B,E C,F 48 96 A 8.E C,F 5012 101 A -75.0 70.0 -75.0 70.0 - 62.4 62.4 - 58.4 58.4 - 83.3 63.3' -56.4 56.4 -53.4 83.4 - 75.0 70.0 - 75.0 70.0 - 75.0 70.0 `76.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 790.0 0 -75.0 70.0 -70.3 70.0 -58.0 58.0 - 54.8 54.6 -59.3 59.3 - 53.6 53.6 -50.9 -75.0 70.0 - 75.0 70.0 -75A 70.0 - 75.0 70.0 -76.0 70.0 - 75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -900 70.0 -90.0 70.0 -88.2 -78.0 70.0 -85.0 65.0 - 54.3 54.3 -51.1 51.1 - 55.1 55.1 -51.4 51.4 -48.8 -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 -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 - 75.0 70.0 -60.8 80.8 -51.3 51.3 -48.3 48.3 - 52.7 52.7 48.7 48.7 -46.9 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 -90.0 10.0 -90.0 -60.0 50.0 -46.9 70.0 46.9 -87.4 70.0 -832 70.0 - 55.0155.0 - 55.0155.0 - 95.0155)9 ••• -44.3 44.3 -41.9 41.9 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 -75.6 70.0 - 55.0155.0 - 55.0155.0 609 47.5 47.5 44.7 44.7 -42.1 42.1 -39.7 39.7 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -81.8 70.0 -78,9 70.0 -72.4 48.6 45.3 45.3 -42.5 42.5 -40.4 70.0 70.0 40.4 -75.0 -892 -38.4 70.0 692 '38.4 • • • - 55.0 55.0 - 55.0 55.0 a: 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.7 48.9 -43.5 43.5 41.3 70.0 41.3 -67.3 70.0 872 -75.0 70.0 -84.1 64.1 ••• • -55.01 55.0 -55.0I 55.0 -5326232 • -392 392 -37.1 37.1 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 C,F - 90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 - 90.0 70.0 -812 70.0 -75.7 70.0 -70.3 70.0 58.8 66.8 -63.5 63.5 80.5 80.5 1 - 55.0 55.0 - 52.6152.8 •• •• •• •• A 49.6146.8 • 531/8 106 3/8 A -75.0 70.0 - 88.7 58.7 - 48.7 48.7 45.4 45.4 -50.0 50.0 -46.1 46.1 -442 44.2 -42.2 42.2 -40.1 40.1 -38.0 38.0 -382 382 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 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 • • 54 108 C,F -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.6 70.0 - 76.4 70.0 - 71.1 70.0 A - 75.0 70.0 -58.2 582 -47.9 47.9 -44.5 44.6 -49.1 49.1 - 45.3 45.3 43.4 43.4 -86.5 66.5 -63.0 -41.9 41.9 -39.8 63.0 39.8 -60.0 60.0 -57.3 -37.6 37.6 -35.9 57.3 35.9 - 53.8153.8 -49.41 49.4 B.E -75.0 70.0 -78.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 - d6�214b2 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 - 80.9 70.0 - 75.0 70.0 - 70.1 70.0 -65.4 65.4 -61.8 61.8 -59.1 59.1 -56.4 5512 111 A - 75.0 70.0 -57.1 67.1 -48.4 46.4 -43.3 43.3 -47.5 47.5 - 43.9 43.9 - 42.2 42.2 -40.8 40.8 -39.1 39.1 -372 37.2 -35.4 56.4 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 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 57 114 C,F - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.3 70.0 72.5 70.0 - 88.4 68.4 A -75.0 70.0 -56.2 58.2 -44.8 44.8 42.1 42.1 -46.2 462 -42.5 42.6 -412 412 -63.6 63.8 -60.1 80.1 -57.5 -39.8 39.8 -388 38.5 -38.7 57.5 -38.7 -70.8 -54.8 70.0 -62.61521 -48.41 48.4 4521482 • 54.8 - 51.1151.1 .46.8148.8 - 43.6143.8 -34.8 34.8 B,E - 75.0 70.0 - 75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 - 76.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -89.6 69.6 C,F - 90.0 70.0 - 90.0 70,0 - 90.0 70.0 - 90.0 70.0 -81.8 70.0 - 70.7 70.0 -68.7 68.7 -61.8 61.8 -58.7 5812 117 A -74.2 70.0 -56.0 65.0 -43.4 43.4 40,9 40.9 -44.8 44.8 -41.3 412 -40.2 40.2 -38.7 38.7 -37.8 58.7 -55.9 37.6 -36.1' 55.9 -532 36.1 -342 532 '342 49.4149.4 452145.2 42.6142.6 B,E - 75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 - 76.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 72.2 70.0 -68.4 68.4 60 120 C,F -90.0 70.0 -90.0 70.0 - 90.0 70.0 - 90.0 70.0 - 79.4 70.0 -89.0 69.0 - 84.9 64.9 A - 72.9 70.0 - 53.4 53.4 -42.2 42.2 -39.7 39.7 -43.5 438 - 40.4 40.4 - 392 39.2 -60.4 80.4 -37.6 37.6 -57.3 86.7 57.3 38.7 -54.5 54.5 -51.8 61.8 -47.8147.8 -43.81 43.5 - 41.7141.7 -35.5 35.5 -33.7 33.7 B,E -76.0 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 -76.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C,F - 90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 - 63.3 83.3 -59.1 59.1 -55.9 85.9 -63.0 53.0 -50.0 60.0 .46.3146.3 -42.8[42.8 -40.81 40.8 TABLE 7. "O" & "1/4-12 -1/4 XOX WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3716"HS,.090,3/16"HS) ALL "0" SIZES UP TO 60" WIDE x 63" HIGH AND ALL "1/4-1/2-1/4 XOX" SIZES UP TO 120" WIDE x 63" HIGH 1 -90.0 r0.0 TABLE 7A. 0 "& "1/4-1/2-1/4 XOX WINDOWS TEST REPORTS: FTL-4607, FTL -4608 GLAZING OPTIONS: 0.7/18" LAMI (3/16"HS,.090,3/16"HS) G. 13/16" LAMI 0/8"AAIR SPACE, 7 /18" LAMI -W/ 3/16"HS,.090,3/1611S) ALL "0" SIZES UP TO 80" WIDE x 76" HIGH AND ALL "1/4- 12 -1/4 XOX" SIZES UP T0120" WIDE x 76" HIGH 1- 55.0155.0 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 812 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 1 4 X 1 2 0 X • • •••• • • • • • • • • • • PRODUCT RENEWED Beddeganto Aceeptenos Rem Ia F.K F.K Rader. Ckswn F.K. 0rtc 3/25103 w. 7/10/03 Box 2/17/02 a°"n.a: B ADD GLASS TWEE TO TABLE a«s.= NO CHANGE THIS SHEET Iterieber 0 CHANGE ANCHORS ANTI ADD 75 "HT OPTION ear.. Dam: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 7528 NOKOMIS, FL 34274 ST_ Desaydan PRESSURES - 0 & 1/4 -1/2 -114 XOX CONFIG. WINDOWS "Fr ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better CA-740 sntr NTS Shot 7 -, 13 " -7"" 7045 -8 0 Lucas A. Turner, P E PE 058201 Polecheniluil • COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3 -1/3 -113 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5116" LAMI (118 "A,.090,1 /8"HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 38 38 3/8 43 48 50 5/8 54 57 60 83 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 •75.0 170.0 491/3 7 4 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 *7 710 531/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 - 69.5 89.5 •51i5a Ap444.4 015 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 -62.7 62.7 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 - 63.9 63.9 -60.0 60.0 - 58.5 58.5 - 56.2 58.2 - ,34 *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 -81.8 61.8 -58.9 58.9 - 56.1 58.1 - 53.8 53.8 - 50.4 50.4 r7• •4l.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 88.4 68.4 - 582 582 - 55.6 55.6 -52.8 52.8 -49.4 49.4 - 45.9 45.9 - 43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -81.8 61.8 - 55.1 55.1 -51.9 51.9 - 48.9 48.9 -45.8 45.8 - 42.8 42.8 -4018 4(1.3 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 -511 51.1 -47.9 47.9 - 44.8 44.8 -42.2 422 •• 1 3�9.7 • 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -87.9 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 �- •:x118:316 1 3 X 1 3 0 1 3 X ••• (#• • •O •••• • • • •• • • • 1f • i•• • • • • •• • • • • • • TABLE 9: , °X0" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -34, -3 29 GLAZING OPTIONS: 8.5/16" LAMI (1/8"HS,.090,1/8°HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5 /16" LAMI -W/ 118 "HS,.090,1 /8"HS) • • • ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1 -75.01 70.0 TABLE 10. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/18" LAMI (3116"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 10A. °X0" or "OX" & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/18"A,.090,3/18"HS) F.13/16" LAMI (1/8"A, AIR SPACE,7 /18° LAMI -W! 3/16 "A,.090,3 /16"HS) ALL "X0" 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 T069.6 P.S.F. std. F.K bar 3/25/03 Rombre 8 ADD GLASS TYPE E TO TABLE 9 Raa.ar a°e, F.K 7/10103 Render. Gala F.K 8/29/05 area "Br, e4. F.K 12/17/02 Rarkbna C NO CHANGE 7H13 SHEET CHANGE ANCHORS AND ADD 78° HEIOHT OPTION ~Neer. aa: I Reolman D 1070 TECHNOLOGY DRIVE NOKOA415 FL 34273 P.O. BOX 1329 NOKOM15 FL 34274 PGT VBtb1, Baer PRESSURES- XO, OX, & 1/3- 113 -1/3 XOX WINDOWS 1 ALUMINUM CASEMENT WINDOW, IMPACT CA -740 er NTS 4- umnw. 8 - 13 7045 -8 PRODUCT RENEWED oeomptylmwith the ilaslac SMdteg OA* Aaeeplw -A ` d; ., . gat) ! ■_YiCir • CN� (fr.,-(7-r- • lr,,, ( am Lucas A. Turner. P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 11. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4607, FTL -4808 GLAZING OPTIONS: A. 5/18" LAMI (1/8"A,.090,1/8"HS) B. 5/16" LAMI (1/814S,.090,1/8"HS) C. 7/16" LAMI (3/16"A,.090,3/16"1-IS) E. 13/18" LAMI (118"HS,3$8" SPACE,5/16° LAMI- W /- 118"HS,.0901 /6"HS) F. 13/16" LAMI ( 118 "A, AIR SPACE,7 /18" LAMI -W/ 3116"A,.090,3/16"HS) WIDTHS "XOX" VENT FIXED HEIGHT 26 36 38 3/8 43 48 50 5/8 54 57 60 72 78 NEG POS NEG POS NEG POS NEG POS NEG POS 69.284 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 -64.9 64.9 NEG POS -60.6 80.6 NEG -58.7 FOS NEG POS NEG POS NEG FOS NEQFPOS 58.1 58.1 -53.3 53.3 50.5 B,E -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 88.919 24 38.919 C,F 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 -90.0 70.0 -90.0 70.0 -55.01 55.0 -75.0 70.0 .69.1 89.1 -63.4 63.4 -58.5 58.5 -50.4 50.4 -47.5 47.5 -44.1 44.1 41.6 -392 39.2 -36.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 C,F -90.0 70.0 95.973 27 42.973 -75.0 70.0 B,E -75.0 70.0 -90.0 =60.5 -75.0 70.0 60.5 -90.0 -57.2 70.0 -90.0 70.0 -90.0 70.0 57.2 -62.1 621 -55.2 55.2 -90.0 -52.6' 70.0 -90.0 -90.0 52.6 -49.1 49.1 70.0 -89.4 -43.6 -85.2 70.0 -55.01 55.0 -55131 55.0 -41.1 41.1 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 70.0 108.649 30 48.849 C,F A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 704 -90.0 70.0 -90.0 70.0 -75.0 70.0' -53.5 53.5 -50.4 60.4 -54.5 54.5 -50.7 50.7 -48.2 48.2 -87.0 -44.9 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 44.9 -42.0 -40.1 40.1 -38.0 38.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 • C,F 115.892 32 51.892 A 13,0 -90.0 -75.0 70.0 70.0 -90.0 .49.9 70.0 -90.0 70.0 -90.0 49.9 -46.8 48.8 -51.3 70.0 51.3 -84.7 70.0 -79.5 70.0 -47.4 47.4 45.5 45.5 -73.8 -42.7 70.0 42.7 -40.7 -66.3 66.3 -38.6 38.6 -83.1 63.1 -55.01 55.0 36.8 -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 -73.2 70.0 122 33.687 54.627 C,F A B,E -90.0 70.0 -75.0 70.0 -90.0 '47.3 70.0 47.3 -75.0 70.0 -75.0 70.0 -90.0 44.0 -75.0 70.0 -90.0 70.0 -78.8 70.0 -73.2 70.0 -68.3 44.0 -48.4 48A -44.7 44.7 -42.8 42.8 ,-41.4 41.4 -39.5 64.8 61.4 -58.8 -37.5 -35.7 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 • C,F -90.0 70.0 90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 89.4 -64.7 123.135 34 55.135 A -75.0 70.0 -46.8 48.8 -43.6 43.6 -47.9 47.9 -44.3 44.3 -42.4 42.4 -41.1 64.7 81.0 -58.4 58.4 55.7 -39.3 39.3 -37.3 37.3 -35.5 35.5 B,E -75.0 70.0 -75.0 704 -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 -71.0 70.0 C,F -90.0 70.0 126.000 34.791 58.418 A -75.0 70.0 -90.0 -45.5 70.0 -90.0 45.5 -42.6 70.0 42.8 -85.0 -48.7 70.0 48.7 -73.1 70.0 -43.1 43.1 -68.8 .41.6 88.8 -64.1 64.1 41.6 -40.2 40.2 -80.5 60.5 -57.9 57.9 -552 38.9 -35.0 552 -51.51 51.5 BE -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 130 35.898 58.209 A B,E -74.4 70.0 -90.0 -43.0 70.0 -90.0 43.6 -41.2 70.0 41.2 -82.8 70.0 -71.3 -45.1 45.1 -41.5 70.0 41.5 -75.0 -87.3 70.0 -75.0 70.0 -75.0 70.0 70.0 -70.1 70.0 • -40.4 67.34 40.4 -62.5 62.5 -59.2 -37.7 592 -58.5 56.5 -53.8 53.8 -36.2 -34.3 34.3 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 65.6 C,F -90.0 70.0 -90.0 70.0 -90.0 130.378 38 58.378 A -74.3 70.0 -43.5 43.5 -41.0 70.0 41.0 -79.9 -45,0 70.0 -89.3 69.3 65.3 85.3 -60.6 60.6 45.0 -41.4 41.4 -40.3 40.3 -38.8 38.8 57.6 -54.7 54.7 38.1 -51.9 51.9 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 -78.0 70.0 -72.3 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 79.8 70.0 -69.1 89.1 -85.1 85.1 60.5 -57.4 134 37 60 A -72.9 70.0 -42.2 422 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 -37.7 37.7 -38.7 57.4 -54.8 54.6 -35.5 35.5 -51.7 51.7 43.81 43.8 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 70.0 -73.3 70.0 -71.0 70.0 67.4 .X0" & "Or WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO or "OX" & '7COX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/18° LAMI (3/16"HS,.090,3/16"HS) ALL "XOX" SAES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 83" HIGH WITH 37' MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH -90.0 700 TABLE 12A. "XO" or "OX" & "XOX" UNEQUAL UTE WINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL-4608 ALL "X0X" SIZES UP TO 134" WIDE x 76" HIGH WITH 3r MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND AU- "XO" or ''OX" SrZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" 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 A 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 0 UNEQUAL UTES • 0 • UNEOIIALkITES • • • • • • • FtutArt l., s OK oak FIC 303 H ADD GLASS TYPE E TO TABLE 11 .m»may F.K. Oct 7/10173 Re bmnc NO CHANGE THIS SHEET ae.way F.K 99 5/23105 11eWCna: 0 CHANGE ANCHORS AND ADD 75" HEIGHT OPTION °money &Or CMr. ter 07 I F.K 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, F134275 P.O.80X 1529 NOKOMIS, FL 34274 PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT NTS Loco. A. Tyner, RE PE 068201 Mechanical REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11® MAX. VENT DAYLIGHT O OPENING (SEE SHT. 3) MAX. HEIGHT (SEE SHTS. 3 & 4) Aewd70 OMs' F.K 325/03 Re ney F.X. Row MA F.K. aIVIwa7 an" F.K. 12/17/02 MAX. FIXED UTE DAYLIGHT OPENING (SEE SHT. 3). MAX.IMDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 [� 0G •••• • • fREFERENCE 706" FRA#7E• • • • • : • ASS�MEtYbETAIL, 41.44 aT 11 ® • • • • • •• • •••Il s • MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) 006 MAX. WIDTH (SEE HT. 31 l 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 • • • • • •• • ADD 13116 LO. GLAZING BEAD ITEM 7RdD3 6/23100 Awdg: C D SHOW TOP HINGE CHG SHT. NO. REF. AND ADD D7EM69 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX r929 NOKOMS. FL 34274 SECTIONS me ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better eoni"ae ,rd. seer an..r.c CA-740 NTS 10 a 13 7045 -8 D • • • •••• •• • S el • •• • • • • ••• • • ••••1111 a • • A.nein* ••• • e1 � PRODUCT RENEWED c•nrlytm with theF1mMc Ridding Coda Acceptance No : • Date II 2O Z-7 Lucas A. Turner. P E. PE 930201 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 .095" CASEMENT BACKING PLATE MAT'L: 6063 -T6 DWG# 7071 • • • •• 1.159" • 2.139" • • OSASH FRAME HEAD, SILL, JAM •' MAIL: 6063 -T6 •. • DWG# 7003A 34" .062" NOM. 0••• • • •••• • • 2.784• • " i FRAME HEEAACS, SILL , JAI+lB • • • 2.854" • • MATT i 3 T6 2.919" •• •• • • • •••• 062" DWG# 7002A • • • NOM. • • • • • •• •• •• • 3.544" .062" NOM. 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A • • • • • Ayu wlryy� • • • • Rend B/ WK F.K. 3/25/03 Nsvde,: ma: F.K 7/10/03 Award Or Data F.K 5!2305 anw"ay Oeh: F.K 12/17/02 S NO CHANGE THIS SHEET C NO CHANGE THIS SHEET D ADD ITEM89 EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT fimlba" see• emr oc"svRx ae. CA-74o NTS 11 " 13 7045-8 D Luca" A. "mer. P.E. PE058201 Mechanical PARTS LIST ITEM DWG# PGT. # DESCRIPTION 7002A MAIN FRAME - BEAD, Slid. & JAMBS 2 1155 781PQA P8 X 1 QUAD PH SMS 3 7008 FRAME CORNE KEY 4 12 "X112'XI/8" CLOSED.CEII. FOAM TAPE 5 70034 SASH - TOP, BOTTOM & SIDE RARS 6 1155 78I'QA 88 X 1 QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 SASH CORNER KEY 9 7024 MAXIM MULTI -POINT LOCK , 10 7026 LOCK SUPPORT PLATE 11 610-24 X .562PJL PN. TYPE F 12 7014 MULTI -LOCK KEEPER (R.H. & I.N.) 13 1157 78X78PPSMS #8 X .875 PH. PM. 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 88-32 X .375 PH. PN. TYPE B 21 7032 STUD BRACKET (t.H. & R.H.) 22 7858ZA 88 X 5 /8" FLT. PBL SMS 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12' HINGE (11FAVY DUTY) 26 710x12FP #10 X.500 PH. PHL. 30 5/16" LAMINATED (1 /8A & 1/8105 GLASS) .090 1NTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1/8105 & 1/8105 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3/16115 GLASS) .0901NfERIAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3/16115 & 3/16115 GLASS) .090 BNTERLAYER - SOLUIIA OR DUPONT' PVB 7036 GLAZING BEAD (5/161 41 7042 GLAZING BEAD (7116 43 1224 67E947 VINYL BULB WSIP (THICK) 44 SILICONE -DOW CORNING 899, 995 OR EQUIV. 45 46 1634 6163K ,PARABOND SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTW/B 88 X.500 SQ. PN. TEK SMS 67 70044 67004 CASEMENT FRAME ASS'Y. TUBE 68 712XIPPT #12 X I "P1L PHIL. TEC. 69 7011 LOCK SUPPORT PLATE 70 7012 LACK SPACER 71 7019 711573 SNAP-ON T- 11A34DLE KNOB 72 7018 7PLDHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7014 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL& JAMBS 81 1155 781PQA #8 X 1 QUAD IN SMS 82 7010 PI XED FRAME CORNER. KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86 13/16' LG. GLASS (1 /8"115, AIR SPACE, 5/16"1 M1) 5/16" IAML = (2) I1TES OF 1/8"11S GLASS WITH AN.090INTERLAYER - SOLUWAIWUPONT PVB 87 1 3116" LG. GLASS (1/8135, AIR SPACE, 7/16" AMT) 7/16" LAMI= • • 3 /I6A & 3/1611S GLASS WTIHAN.090 INV.RLAiytta SOLUTE/5 CnktaPANT PVB • • 88 13/16" LG. GLASS (1 /8"I1S, AIR SPACE, 7 /16"IAMB W16° LAN9 = • • • • 3/16108 &3 /16HScuss wallAN.090 SOI.UTAalgJPtNTPVB •• 89 7071 67071 • CASEMENT BACKING PLATE (SEEN01 13) .706" .050" .865" 0 5/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523" ----I .050" .865" A 0 7/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7042 .040" 1.000" .423" ---- I 0 CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 • ••• • • s eg• .993" 9•••• • . • ` INSTALLAMRHOLE CM? • • • • • MA11%08 1 040" •••••• DV+FEi#7007 • • • —7-11-•— .172" • • • • • .050• • • • .870" F- - .569" ) 13/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7047 .125" .062" 1.124 "F -- i • • • •• • 2.701' .093" ()CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A Realer. F.K wb 3125/04 Rinnserar 8 ADD 1311171.6. GLASS 8 GLAZING BEAD Rend •: F.K. Dahr 7/10103 R".sw.: NO CHANGE THIS SHEET Awaee7 Rovelatom ADD EQUIV. TO ITEM 44, SILICONE AND ADD DEWS 87, 80 AND 89 Om*: brae Cho. 440 Dab. F.K 12117102 1071) TECHNOLOGY DRIVE NOKOMIS FL 34275 P.0.80X 1520 NOKOMIS, FL 34274 Visibly Better a PARTS LIST & EXTRUSIONS >m ALUMINUM CASEMENT WINDOW, IMPACT Tao LNTS112 13 I 7045 -8 J D ((/2l/L'� Lucas A. lamer, P.E. PE 858201 Mechanical A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM —1 r &SEE N('YL AL,i . 1/2" I--, MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A ix WOOD BUCK (SEE NOTE 3) 114" MAX. SHIM- r ASEE NOTE 1 A SEE NOTE 4 1/4" MAX. SHIM ASEE NOTE 1 A 2x WOOD BUCK (SEE NOTE 3) OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 112" THICK j11/4" MIN. OPERABLE UNIT FRAME TO CONCRETE SEE NOTE 4 A Ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM &SEE NOTE 1 SEE NOTE 4 SEE NOTE 4 • ••. °�1��: •. • •• 1/4" • MIN. FIXBD+WNIT FRAME•TI}OONCRET£ W! • W50191BiJCK LESURrI e 1 1/2" T&Ki14■• • r 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK j 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE • • • •• •• • • • • • • • • • • •• • 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 APPUCATIONS 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 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. ae 18, F.K. Ag 3125103 F.K 7/10103 Pons CAto F.K 6123105 041.013, 0 F.K 12/17/02 NO CHANGE THIS SHEET NO CHANGE THIS SHEET REV/SENOTESAND REMOVE 3/16" TAPCONS 8 AN4 SCREWS Datir 1070 TECHNOLOGY DRIVE NOKOM IS, Ft 3427E P.O. SOX 1520 NOKOM$ FL34274 Visibly Better ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT s"r,naa., Bm sour u cnra a.,: CA-740 NTS 13 a 13 7045 -8 D Lucas A. Turner. P.E. PE 658201 Mechanical • • ••• •• •. : • • • • • • • • • • • ••• • • • • • • • • • • MADE COUNTY •• • • • • • • • • ••• •• •• •• • •• • • • ••• • • : • ••• •••• •. • • •••• • „•. • • • • • • • • • • • • • • • ••• ••• • •••• • • BUILDING CODE COMPLIANk;O$FIt •Ft(BCC;O) PRODUCT CONTROL DIVItION • • • :' • • ••' • • •• • • ••• Zip: Pal Csu9) MIAMI -DADE COUNTY, FLORIDA • • • METRO -DADF, FLAGLER BUILDING • • 140 WEST FLAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 •• NOTICE OF ACCEPTANCE (NOA) www.miamidade.Gov/buildinscode SIW Impact Windows, LLC 975 S. Congress Ave., Suite # 102 Delray Beach, FL 33445 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 "300 Stormsafe” Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W07 -49, series titled "S-300 Stormsafe Alum. Fixed ydw. (L.M.I.) ", sheets 1 through 6 of 6, dated 05/18/07 with revision "D" dated 10/19/10, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, 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 NOA No. 09- 1021.13 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 Jaime D. Gascon, P. E. to NOA No. 10-0715.03 Expiration Date: August 29, 2012 Approval Date: November 25, 2010 Page 1 • ••• • ••• ••• :. •; : •• •• • • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • ••• • • • • • . • •• •• • •• •• • • • • • • SIW Impact Wibddval PLC,• • :: • • • • •: • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •• • • • • • • •• •• A. DRAWINGS••• • ••• •• • 1. Manufacturer's die drawings and sections. 2. Drawing No. W07 -49, series titled "S -300 Stormsafe Alum. Fixed Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 05/18/07 with revision "D" dated 10/19/10, prepared by AI Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF- 0525.01 -10, dated June 09, 2010, signed and sealed by Julio E. Gonzalez, P. E. 2. 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, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI -07 -4115, dated April 09, 2007, signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under previous NOA No. 07-0604.05) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI -07 -4111, dated January 25, 2007, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 07- 0604.05) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 . 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI -07 -4112, dated April 09, 2007, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 07 -0604.05) 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, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI.07 -4113, dated April 09, 2007, signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under previous NOA No. 07 -0604.05) E -1 • Jaime D. Gasco . , P. E. Chief, Product Control Division NOA No. 10-0715.03 Expiration Date: August 29, 2012 Approval Date: November 25, 2010 • •. •• • • • • • • • • • • • ••• • • • • • • • • • • • • • . ... • • ••0 • • • • ••• • • • 0. •• • • •• • • . . • SIW Impact Window;, L,C :0: • • •. •. • • • • • • 000 ••• NOTICE OF ACCT TA11lCF:. EVIDENCE SUBMITTED B. TESTS (coN�rizvtikDikD�rnvti )' • • 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 along with marked -up drawings and installation diagram, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI -07 -4114, dated April 09, 2007, signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under previous NOA No. 07- 0604.05) 7. 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 along with marked -up drawings and installation diagram, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI -07 -4110, dated January 15, 2007, signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under previous NOA No. 07 -0604.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 06/11/10, signed and sealed by Javad Ahmad, P. E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 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, no financial interest and complying with FBC -2007, dated June 16, 2010, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. ATLSF- 0525.01 -10, issued by American Test Lab of South Florida, Inc., dated June 09, 2010, signed and sealed by Julio E. Gonzalez, P. E. E -2 Jaime D. Gascon, P E. Chief, Product Control Division NOA No. 10-0715.03 Expiration Date: August 29, 2012 Approval Date: November 25, 2010 • ..• :. •: • •• • • • %• •• • • • • • • .•. • • . • • • • • • .• • • •.. • • • • • • •• •• • SIW Impact Wind'oi s LC :: • ••• ••• • • NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED . • • • • • • • ••.•. •0 ... • • • • • • • •0• •• F. STATEMENT&tc4NfinvuED) 3. Laboratory addendum letter for Test Report No. ATLSF - 0525.01 -10, issued by American Test Lab of South Florida, Inc., dated September 30, 2010, signed and sealed by Julio E. Gonzalez, P. E. 4. Laboratory compliances letters for Test Reports No.'s HETI — 07 — 4115, HETI — 07 —4111, HETI — 07 — 4112, HETI — 07 — 4113, HETI — 07 —4114 and HETI -07 -4110, issued by Hurricane Engineering Testing Laboratory, Inc., dated January 15/ 25 and April 09, 2007, all signed and sealed by Rafael E. Droz —Seda, P. E. (Submitted under previous NOA No. 07- 0604.05) G. OTHERS 1. Notice of Acceptance No. 09- 1021.13, issued to SIW Impact Windows, LLC for their Series "300 Stormsafe Aluminum Fixed Window — L.M.I. ", approved on 02/10/10 and expiring on 08/29/12. E -3 Jaime D. Gascon, . E. Chief, Product Control Division NOA No. 10-0715.03 Expiration Date: August 29, 2012 Approval Date: November 25, 2010 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE SHOWN DOTTED AND TAR OWABLLE LOADS FROM THOSE SHAPES. S 6" MAX. ANCHOR SPACING AT CURVED FRAMES 12" MAX. ANCHOR SPACING AT STRAIGHT FRAMES SERIES 300 STORMSAF$ ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FURED OR FIXED WITH OTHER MIAMI —DADE COUNTY APPR'0 WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. FALSE MORTTIRS (SURFACE ARROW) USED DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN 014 SHEETS 2 AND 3. THIS PRODUCT HAS BEEN DESIGNED AND TESTED 70 COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (MR). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 70 THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN tN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE 5 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS imam= BUT NOT UNITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER =MAR MAIERW.s SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. WINDOW MOTH I; • ••• • . ****** *** ** .•••• .••• • •••• ***** • • • • • • • • TYP A t EVAT7 6" MAX. Mr- AO/SILL CORNERS • •••) • • • N 1 -e • • • N = Q U' I • n 1•• THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Eaq: 4000 AHMAO FUt PE 707392 C.A.M. 33]! AN Amer* oftrollesIlb nnwYn rxFi. Or IIWIffor droving no. W07 -49 (thee 1 of 6 ) • •• •••••• • • 000000 • • ••1•• • • ••••• • • • • • • • • • •41•••• • • •••••• • • WINDOW DIMS. WIDTH DESIGN LOAD CAPACITY - PSF CLASS TYPE CLASS TYPE •8' 454611 7128 GLASS TYPE 60.0 70.0 X�0.•.0. 130.0 BOA ffil 60.0 '�, ®f:::d� m /2 60.0 70.0 70.0 ® 0 600 70.0 70.0 600 600 EOA 600 60.0 • . 70.0 70.0 130A 03A 60.0 57.9 70.0 70.0 la 130.0 60.0 600 Irarariktial 70.0 EXt.(4) 26-1ff 32 3r 4r 48• 53 -1 25-1 32' 37' 42• 46 53-1/6 26 32- 3r 42' b- 53- 28-1 32 42 46 53-1 29-1 32- 3r 42' 48• 53 -1/r 26 -1/ 3r 3r 4r 1/6 /2- r /8- / 60.0 26- 38 -3/6' 60.0 60.0 60.0 60.0 00.0 60.0 57.9 57.9 57.9 IEMII 80.0 57.9 57.9 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 700 70.0 70.0 70.0 70.0 700 70.0 70.0 70.0 70.0 70.0 70A 70.0 70.0 46' 53-1/ 26 -1/2 32- 32 42• 48' 33 -t/8- 26 -1 /r 32• 37- 42' 48' 53 -1/8' 28 -1/2' 32' 3r 42 26 -1/2- 31 3r 42' 28-I/1 32- 37- 110.0 900 90.0 90.0 900 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 50.0 90.0 90.0 90.0 90.0 50.0 90.0 60.0 90.0 50.0 90.0 90.0 300 90.0 90.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 59.4 60A 60.0 600 60.0 60.0 60.0 60.0 60.0 59.4 600 600 a.0 60.0 600 60.0 60.0 600 130.0 130.0 130.0 1300 130.0 130.0 130.0 130.0 130.0 130.0 1300 1300 130.0 130.0 129.4 130.0 130.0 130.0 128.9 1195 111A 130.0 90.0 130.0 BB�� 900 i;N ®® 90.0 aaaa 90.0 11=11111111111111121111 90.0 Li 1/8- ANN. GLASS 090- 1ME10A7ER SAPLEX NG PV9 BY 'SOW1iA' 1/8- ANN. GLASS ° f� w �SI.ICONE ,/ DON COMIC 995 GLASS TYPE 'A' 53/64" OVERAIJ. FOR LOADS LESS THAN OR EOUAL TO 70 PSF MIN. GLASS BITE CAN BE 5/8 ". CLASS TYPES A. 8 & D. W 3/16' HS. GLASS 090" OLTERLAT'ER SENTRA:WS PLUS 8V 3/18- H.S. GLASS °1!!�0 EL,' Ike., 4 �Y DON CORNING 995 GLASS TYPE 'C' 7/18" OVERALL 3/16- ANN. GLASS 090- INTERLAYER SAFLEX mC PV8 BY 'SOWTIA• 0/16' ANN. GLASS 0,1I`0 © f U 'IVI • • • DON CORNIN0 995 • • • GLASS TYPE 29/64" OVERALL 1 /8- TEMP. GLASS I /4' AIR SPACE 1 /8- N.S. GLASS SENTR7045 PLUS BY 'DUPONT' 1/6- H.5. GLASS 0 ® , 1!r' +Jo 5 �SRICONE 00W CORNING 995 • Li. DUPONT OE NEMOURS & CO. INC. MOTH MO 1.04001 011SENS2ONS CAR BE ORIFJeW VERTICALLY OR RORMOMALLY AS SHOWN ABOVE. 0 GLASS TYPE 'D' WIG- OVERALL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS). ... AMVW// AMIN) FIA PE CA.AL 3636 70592 ifo‘u •••••• • •••••• •••• • • •••• •••••S • •• •• a ••••• • • �I • �I • • • • • • 53333 6'90ROC1 °4n rose • �0�11l 18911YIY9 A°14PA'. WN a 0 Mowing no W07 -49 sheet of 6 • • •••••• • • • •••••• • • •••••• • • ••••• • • •• • •••••• • • •••••• • • 70.0 70.0 700 700 70.0 70.0 70.0 700 700 70.0 70.0 70.0 70.0 70.0 70.0 700 700 70.0 700 70.0 70.0 000 90A 900 900 90.0 60.0 600 600 600 600 600 Ex►.! +) 614-) 600 60.0 60.0 600 60.0 60.0 ODA 60.0 600 60.0 600 600 600 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 600 3.0 700 70.0 700 700 60.0 60.0 60.0 664 60.0 604 600 60.0 60.0 640 60.0 70.0 70.0 70.0 700 70.0 60.0 60.0 60.0 70.0 70.0 70.0 700 70.0 70.0 700 000 600 800 600 604 600 60.0 600 529 46.3 WINDOW DIMS. 11070 LANere 24' 30' 36" 42" sa- ss- es' 66' 72' 78' 8s" e8' 24' 3' 36' 4j- se' 34' 60" 06" 72' 78' es" as- 24' 30' 38' 42' 48' 34' 60" 66" 72" 78" 84" se" 24' 3" 36' 4r sr 54• 60• 68' 72' 76' 84' 6e" 24' 30" 36• 42' 48" 34' 60" 66• 72 78• 84" 88' 72' DESIGN LOAD CAPACITY - PSf CIASS TYPE CUSS TYPE OLASS TYPE 01488 TYPE 0" Ex1.(4) Nr.(-) EXT.( +) EXT.(a) tWT.( -) 60.0 60.0 70.0 900 1300 600 60.0 70.0 90.0 1300 p0 g 1 700 6E903 4 130.0 m (�' 900 ® 13.0 700 70,0 700 7aD 111 7DA 700 e6.o NI 70.0 70.0 700 90.0 118.3 79.7 70.0 700 70.0 900 70.0 700 130.0 900 70.0 70.0 70.0 700 700 900 604 900 90.0 90.0 70.7 704 70.0 70.0 704 70.0 00.0 600 904 90.0 90.0 88.5 79.7 700 70.0 70.0 70.0 70.0 90.0 90.0 90.0 600 130.0 130.0 130.0 1300 130.0 130.0 70A 700 700 70.0 700 130.0 130.0 130.0 130.0 1304 1279 115.1 70.0 70.0 70.0 70.0 70.0 130.0 1300 130.0 130.0 130.0 127.9 113.1 70.0 70.0 70.0 70.0 70.0 130.0 130.0 13.0 13.0 13.0 127.9 115.1 70.0 700 70A 800 60.0 60.0 ■ 690 69.8 64.6 64.6 64.6 54.6 DE8105 LOAD CAPACITY per WINDOW DIMS. CUSS TYPE CLOS TYPE CLUB TYPE CUSS TYPE 116TH WI" EXT.(.) M.( -) EEL(y orcd -) Ext( +) 6rt.(-) Ezt(y 6Ir4-) 600 50.0 70.0 70.0 90,0 130.0 60.0 60.0 700 900 130.0 60A 60.0 24" 30' 36' 4r s8' N' 60' 66' 72' 78" 96' 24" 30" 36' 42" 48' 34' GO- se- 72' 24" 36" 4r ca- se 60' 24' 30' 3" 4r 48' 34' 60" 120' 126• 24' 3o" 36' 42' se' 54- 24' 30' 36' 41- 46' 34' us" 24' 30• 36" 42' 4e• 34' 24' 3' 36' 42• 45' 144' 900 000 900 700 700 70.0 70.0 89.8 90.0 90.0 900 904 700 70.0 700 90.0 130.0 130.0 122.5 70.0 700 70.0 700 690 130.0 1304 130.0 112.4 70.0 70.0 700 ...MEI° °ate® ma °v 700 704 700 70,0 Tao 70.0 70A 70.0 B 70.0 PEI 700 70.0 70.0 700 700 100 704 704 700 700 704 700 1111 70.0 704 700 700 70.0 70A 704 700 704 700 700 704 700 700 130' 70.0 700 70.0 70A 70.0 70.0 70.0 70.0 70.0 70.0 r W J L 1 ROM WIDTH AND IENC1I1 09IEN510415 CAN 8E 011IENTEO VERTICALLY OR HORIZONTALLY As SHOWN A80VE. FOR LOADS LESS THAN OR EQUAL TO 70 PSF MIN. CLASS BITE CAN BE 5/8'. GLASS TYPES A. B & D. NOTE GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS). Eno, JAWO M0010 ava NA. PE 6 70502 • • • • • •• • •••••• • •••••• •••• • • •••• •••••9 • 4 •• •• ••••• • • • iMOD11CP•Itaryems a+�dE+47M1t Atw►Qi es, No • -+ gY Ansod DbA1s • • • •• 02 • 0 drown 00. W07 -49 (sheet 3 of • •• •••••• • • • •••••• • • •••••• • • • • ••••• •••••• • • • • • •••••• • • Cx ROOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACNO A tom STRUCTURE ) IIMMMI -OADE COUNTY APPROVED II I4MLR.LKIN & MULLION ANCHORS II SEE SEPARATE MOA iI iI TYPtCAL ANCHORS SEE ELEV. FOR N OR �SEE ELEV. FOR 5 G • • r WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W.! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ' AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHO • SEE ELEV FOR SPACss 1/4' 01A. ULTRACON BY 'ELCO' (F4•t77 KSI, Fyt55 1(51) INTO 213Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU IDY BUCKS INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 814 SMS OR SELF DRILLING S (oRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy - 38 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (8083 -T5 MIN.) w. IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 812 SMS OR CC, p INL Sc REWS OR ME 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. . - (NO SHIM SPACE) IYECAL. EDGE INTO CONCRETE AND MASONRY - 1 -1 /2" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 1/2' MIN. CONCRETE AT HEAD. SILL OR JAMS 1'e - 3000 PSI MIN. C -90 HOLLOW/FILLEO BLOCK AT JAMBS f'm • 2000 P51 MIN. • • • • • •• • •••••• •••• • • •18.8• • •• •• AL ALL JOINTS AND FRAME CONNECTIONS SEALED WITH CRL SMALL JOINT SEALER. f : TYPICAL 1 -1/2' ANCHORS SEE ELE FOR SPACING MIN. 4WAD AMMA2 OWL LA. PE 5 70592 CLAM. 3538 ,BY 8000 BUCK TYPICAL ANCHORS SEE ELEv. FOR SPACING ZoI a • • •• • • • • 5.555• • • ••••• • • •5888 •••••• • • • •••••• • • •••••• • • JAVA0N OWL PM PE )� •. • • • •• 0 •99909 • •••9•• •••• • •••• - -= ••••• v • N ••♦ w 99.••• §N••N♦ • • i q .• •• •• ° ''esrr•R • - • Ad. te n. -men •• 1E; EMMA Na0001 drawing no. W07 -49 sheet s a1 5 .0099• • • • •0•••• •••••0 • • •••.9 • • 00000 000000 • • • 000000 • • •.•••• • • 2.906 FRAME .2 I 1-1.117 FRAME COVER (OPTIONAL) .043 551 1.551r .812• I 9) 2 1.177 .050 1.177 .216 .164 —I O GLAZING BEADS (7/16" GLASS) .045 .812 .288 .823 r 1.177 1.8441— .8112 i .050 1.177 .184 GLAZING BEADS (5/16' GLASS) e 3821 r .812 L_ •os0 1.177 184 0 GLAZING BEAD (INSUL. LAIN. GLASS GLAZNG LEG SPACER AXE 1i1 ITER PART / QUANTITY DESCRIPTION ILETBRGL 6AN/./SUpp6169 /RENAR6S 1 916301 4 168006 PRONE 8063-75 - 2 3 516303 4 FRAME COYER (OF1WNAL) 6063 -T6 - swim 4 GIA2NG READ (7/16' GLASS) - 8063 -76 - 3.1 96127 4 ALT. GUSINC BEAD (7/16" CLASS) 8063 -18 8083 -78 - 3. 56112 4 BM2NG IMO (5/16" CLASS) - 3.tA 56128 4 ALT. 01AD140 BEAD (6 /W CLAW 6063.78 - 3.2 56116 4 GLA26S, BEAD (NSUL. IAN. CLASS) 6063_76 - 4 /f0 X 1 -1/2" 2/ CORNER AS9 657.7 266655 CRS AN 515 5 9366 A5 RE00. £9IERINt GLUM CASKET (OUROME1E9 386) SANTOPRE7NE CEMIww1. PLASTICS 5 516113 AS WOO. CIAZING LEG SPACER (OOROIIE1SR *85) SANTOPRENE CENTRAL. PLASTICS 7 - 2/ UTE SETTING B.OM (WIRC•ETER t87) UPON - TYP. CORNER DETAIL Env: AWAO PAM CNA FLA. PE / 70592 CA.N. 3538 O p , I il 9:.s1 hitt 4 • • • t.ois • 6767•• •b • 6767•••• 6767•••• • 6767•••• -- ••••.67 6767•• a ••�• • . 4 • ••67g•. 6767••• 6767 s 6767•• aoN�1•(f•�1• • N j Zu•4 6 A • 6767 • 4 • • 6767 •QQ o.0 i 67• to 16,-, o 000000 PROIUC3`R.BVono + w)91ttorkstb .40 ao6e'- 7�1t'ti SY elt,:rt ►r181et Camel LLII4I4se 2B i 0 LS sheet 6 of 6 • • 00000 • • • .••••. • • ..6767•• • • liFlorida Building Code Online • • •• •• • • • • •,, • • • • • • ••• • • • • • 0• •• • • • • • ••• C0111fl)UfitV A.ff ai rs ,MANI!AGE= 6,1ENT' OFFICE OF THE SECRETARY • • • • ••• • • • • • • • . • •I ••• • • • • • • BCIS Home I Log In 1 ilser Registration•( Hot Topics I•Submit Surcharge Products tpardvai • USER: Public Uses • • • •• ••• • • • • • • •• • • • ••• •• •• •• • • • • • el lX 07744 /1 Page 1 of Stats & Facts i Publications I FBC Staff I BCIS Site Map I Links j Search product Approval Menu > Er o u _gr A Bca Ion Search > A (cats n 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 FL261 -R4 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 Iturner@pgtindustries.com Windows Mullions Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard TAS 201, 202, 203 TAS 202 Year 1994 1994 h1+r,• / /T:nrnrr finr;riahnilrlintr nrn /per /rrr arm r1+1 A (NT TrTr_Tr_nr, Florida Building Code Online • • •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• •• • • Product ApprovA V1e$hod • • ; ; • •• , • • • • • • • • • • • • • • • • • • • • • • Date Submitted Date Validated •• • • • •• Date Pending FBC•1ppr: l • • • • • Date Approved •• • •• • • • ••• ••• • • • • • • • • ••• • • • Method 1 Option A • • ••• 12/10/2008 „ 12/12/2008 • 12/17/2008 • • 02/03/2009 Page2of Summary of Products FL # Model, Number or Name Description 261.1 1x Heavy Wall Mullions Aluminum Tube Mullions Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: NJA Other. Please [ee Miami -Dade County Notice of Acceptance (NO ) #06- 0125.07 for product performance informat on,_. mullion clip anchorage details. Certification Agency Certificate FL261 R4 C CAC 06- 0125- 07.pdf FL261 R4 C CAC Letter Mullions.pdf Quality Assurance Contract Expiration Date 06/28/2011 Installation Instructions FL261 R4 II 06- 0125- 07.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 261.2 ix Standard Wall Mullions Aluminum Tube Mullions 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) #06- 0125.06 for product performance information, and mullion clip anchorage details. Certification Agency Certificate FL261 R4 C CAC 06- 0125- 06.pdf FL261 R4 C CAC Letter Mullions.pdf Quality Assurance Contract Expiration Date 06/28/2011 Installation Instructions FL261 R4 II 06- 0125- 06.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 261.3 2x Heavy Wall Mullions Aluminum Tube Mullions 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) #06- 0125.08 for product performance information, and mullion clip anchorage details. Certification Agency Certificate FL261 R4 C CAC 06- 0125- 08.pdf FL261 R4 C CAC Letter Mullions.pdf Quality Assurance Contract Expiration Date 06/28/2011 Installation Instructions FL261 R4 II 06- 0125- 08.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 i Copyright Statement 1 Accessibility Statement 1 Plug -in Software 1 Customer Service Survey 1 Contact Us Product Approval Accepts: 6,44..• / /: :n:n :. fine -.-1 ii I,l nn nrr:/rr /rr arr ,l1-1 aerv9rarom =a: (:FiN7Yil-:r+Tln„n„ f141,TL'A('T Are /nn +n Florida Building Code Online • • ••• • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • • ••• • •• • • • • • • • • • • • • • •• • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • •• • • • •• ••• •• • • • • • • • •• • • • • • ••• •• VERIFY ■ �:'f'f1• / /urn,u) TInri Ainrr rrrnir etrvr Ol+r A+1 nnt�v % vinlnm— lls�Ti� %y%il�•4Tlw,,..... �.�T,.,...,,._!?.L Tr A !NT TTTT. TT All Page 3 of • • ••• • • • ••• •• •• • • • •• •• • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• T0.0 • • •• ♦• .• • • • • • • • • • • ♦ • •• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• ••• ••• Visibly Better. • 1070 Technology Drive • Nokomis, FL 34275 • • • • ••• • • • • • • • • • •• • • • • • ••• •• October 30, 2008 Reference: PGT Aluminum Tube Mullions NOAs 06- 0125.07, 06- 0125.06, and 06- 0125.08 To Whom It May Concem: Toll Free Phone 800.282.6019 Local Phone 941.480.1600 Engineering Fax 941.488.3196 The above - referenced Miami-Dade County Notices of Acceptance meet the requirements of the ,Florida Building Code 2007 edition, section 1714.5.5, and when used with PGT impact- resistant fenestration products meet sections 1609.1.2 and 1626 (TAS 201, 202, 203 protocols). ~= -R kert L. Clark, P.E. P.E. #39712 PGT Code Compliance MIAMI COUNTY • • •• •• ••• • • • •. • • • • • • • • • • •• • • • • • • • • • ••• • •0 ••• .. • • • : :••, : • • ... • • •: • • • .00 • •• ••• •• BUILDING.CODENIPIN • 1�F`1 EIBCC.0) • • PRODUCT CONTROLD• • •• • ••• : 7• • • ••• •• NOTICE �OF'ACCEPTANCE (NOA) Impact - Ix Mull MIAMI DADE COUNTY, FLORIDA METRO -DALE FLAMER BUIIAING 140 WEST FLAGLER STREET, SUrrE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 mme...ktislinsoskicamon PGT Industries 1070 Tecbadogy Drive Nokomis, n 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 (AHl). 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 AM 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 .1'!X Heavy Wall Aluminum lobe Clipped Mahlon- L.M.I. APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wail, Elevations Aluminum Tube clipped Mullion ", sheets 1 through 7 of 7; dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the heard -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 and Small Missile Impact 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 purpose's 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. limy 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 and revises NOA # 04'052&05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval docunnentrnentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. 9,16' NOA No 06.4)125.07 Expiration Data Jane 28, 2011 Approval Dates July 20, 2006 Page 1 140TtCE o ACCEPTANCE: EVIDENCE SUBMITTED • A. DRAWINGS • ••' •• ••• •• • 1. Manufact0r+dr'Sdie iw ngs Ijections. 2. Drawing•No 6621, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, date. 01/05 /01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-052&05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a ix 2 x 3/4" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23 /01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, F.E. E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries • • ••• • • • ... •. • • • • •. •. • • • • • • • • • • • • • • : • • • • ..• • • • • • • • • • • • • • ... • • • • •. • .• • • • • • • • • . . • • • • • •.• • • • • • • . • • • • . • • • • . . . . • . . • • NOTICE OF'ACCEPTANCE: EVIDENCE SUBMITTED ••.. • •. ••• .• D. QUALITY ASS1JP4CE : :' • : 1. Miami bade building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04-0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. E -2 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06.0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ANCHORS DETAIL "B". C" OR D" AT BOTH ENDS AND AT BOTTOM MULLIONS ANCHORS DETAIL A ANCHORS DETAIL A W1 W2--1 W w =W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE ANCHORS DETAIL 8. C" OR D" AT BOTH ENDS AND AT BOTTOMS !T 1 1• ---w: y ►n� •••• W = W 1 +W2 +W3 H =H1 +H2 MULTIPLE WINDOWS MULLED FOR DETERMINING MAX ALLOWABLE W /ONE ABOVE DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE ON PAGES 5, 6 & 7 DESIGN PRESSURE SEE TABLES MI) MAX OPENING. = H OR H1 +H2 ON PAGES 5, 6 & 7 MULL LENGTH = W OR W1+W2 M3) MAX OPENING = N OR H1 +H2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = W OR W1 +W2 +W3 MULL LENGTH = H1 M4) MAX OPENING = W1 +W2 OR W2 +W3 NOTES; MULL LENGTH = Ht 1. THE 33 1/3.8 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 2, 5, 5, 6 AND 7. 2. WINDOWS AND DOORS 6R COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF 3. MUWONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL-2902, 2903. AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF&&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH HE REQUIRE- ® MENTS OF THE 'FLORIDA BUILDING CODE 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (14VHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ® TO THE STRUCTURE. ANCHORS DETAIL "B ", C" OR D" BOTH ENDS ANCHORS DETAIL "B", C" OR D" BOTH ENDS MULLIONS 1 -1 W MULLION W =W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 687 MAX OPENING = W OR W1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER (7) UNITS. s /sd t H = H1 +H2 (1) WINDOW hp/k w; • W /ONE ABOVE• • FOR 98TERMTNING Mlu1°M.t1W ILE DESION.PRESSURE SEE•'ABLE•S ON PIQ$. 6 & 7 • MAX Q;E lG = H OR.WtU2 MULi LENGTN! = W ° • • • . ° • .• • • •• •• • • • • • • •• • TO SHEETS •• • . • • •• • eansumweawn Lams terasarib • •• Maim TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS R K' a7. 0/06 N01fS 5 & 6 ROW, a 5/3/06 C REFS. a, P.J.P. 4/28/00 ert Clerk. P.E. PE 78712 Structural :1 II�il�l 1070 7EDBUGtOOY DRAB MOMS, n 34273 P.O. BOX 1528' ? OW R 34274 1" HEAVY WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION s«w/Mesit sc s .it area* *0. MUDS Ndr, TS I 1 d 7 6221 ! H 1 ....i N 1 W1 W2--1 W w =W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE ANCHORS DETAIL 8. C" OR D" AT BOTH ENDS AND AT BOTTOMS !T 1 1• ---w: y ►n� •••• W = W 1 +W2 +W3 H =H1 +H2 MULTIPLE WINDOWS MULLED FOR DETERMINING MAX ALLOWABLE W /ONE ABOVE DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE ON PAGES 5, 6 & 7 DESIGN PRESSURE SEE TABLES MI) MAX OPENING. = H OR H1 +H2 ON PAGES 5, 6 & 7 MULL LENGTH = W OR W1+W2 M3) MAX OPENING = N OR H1 +H2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = W OR W1 +W2 +W3 MULL LENGTH = H1 M4) MAX OPENING = W1 +W2 OR W2 +W3 NOTES; MULL LENGTH = Ht 1. THE 33 1/3.8 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 2, 5, 5, 6 AND 7. 2. WINDOWS AND DOORS 6R COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF 3. MUWONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL-2902, 2903. AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF&&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH HE REQUIRE- ® MENTS OF THE 'FLORIDA BUILDING CODE 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (14VHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ® TO THE STRUCTURE. ANCHORS DETAIL "B ", C" OR D" BOTH ENDS ANCHORS DETAIL "B", C" OR D" BOTH ENDS MULLIONS 1 -1 W MULLION W =W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 687 MAX OPENING = W OR W1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER (7) UNITS. s /sd t H = H1 +H2 (1) WINDOW hp/k w; • W /ONE ABOVE• • FOR 98TERMTNING Mlu1°M.t1W ILE DESION.PRESSURE SEE•'ABLE•S ON PIQ$. 6 & 7 • MAX Q;E lG = H OR.WtU2 MULi LENGTN! = W ° • • • . ° • .• • • •• •• • • • • • • •• • TO SHEETS •• • . • • •• • eansumweawn Lams terasarib • •• Maim TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS R K' a7. 0/06 N01fS 5 & 6 ROW, a 5/3/06 C REFS. a, P.J.P. 4/28/00 ert Clerk. P.E. PE 78712 Structural :1 II�il�l 1070 7EDBUGtOOY DRAB MOMS, n 34273 P.O. BOX 1528' ? OW R 34274 1" HEAVY WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION s«w/Mesit sc s .it area* *0. MUDS Ndr, TS I 1 d 7 6221 PGT Tx bfULUO MULUON CUP. CUT FLANGES OFF CUP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1 x MULUON WOOD. BUCK FOR 1° MULL i" TYPICAL MULLION 0 MULUON •INSTALLATION. DETAIL 'A" 2- OR 4' /12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) MIM SEE NOTE .3 MULL= r 21(flD) 2" OR 4' /12 FH 'SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT. TO INTERFERE WITH EACH OTHER) SEE NOTE 3 • /12 SCREW, SEE NOTE 3 SEE NOTE I: PGT Ix MULUO WOOD BUCK REMOVED TO CONCRETE WOOD r BUCK 2h(Tb( 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & PGT 1x MULUON SEE NOTES 2 & 3 2h(TYP) SEE NOTES 2 & ANCHOR EMBED. SEE NOTE 2 TYP CAL MULLION TO STRUCTURE WM NOTES: WOOD BUCK. DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" S54 CRETE-FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE IS 2 1/2". MIN. EMBEDMENT: TAPCONS 1 1/4". CRE7E-FLEX 1 3/4" NO r,. 2. FOR WOOD APPLICATIONS USE /12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHELis 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET .1. QUANTITY OF PINNING SCREWS FOR MULL- TO-CUP TO BE HALF THE QUANTITY OF ANCHORS FROM CUP-TO-OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPUCABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPUC4T1ON. ANCHORING A OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED 01? PLATED. 6. REFERENCE TEST REPORTS: FTL-2902, 2903 AND 2975. PGT lx MULUON--- SEE NOf11 . 1W CAL MULUON TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" M 2" OR 4* •••• #12 FH sys STeGGERED°01,•• OPPOSITE 610E6 KO AS NOl TO 1NTERFERe W1711 EACH.1071iN SEE NOTEsio•••• es • • 2h(TYP)ihoyi, SEE . NOTE 1 • MASONRY AMR SEE •N:0.1N01 •••• • • 1111• •• • • a • 000 BUCK • • • • • TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" es • • e • es • • •• • • 004000 • • • & • • • • POODUCTIMIUMI er=eo •••••• • •••••• • • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Park P.E. PE /39712 Structural 1070 IrcHNoLocr °NNE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 24274 8730/06 0—MOOffY NOYES & 5 ft.,: sr tr3/04 --ADO 80111L DEAL! P.J.P. M8/00 1" HEAVY WALL, CLIP INSTALLATION DETAIL ALUMINUM TUBE CLIPPED MULLION SvIet44444. MULLS 1 S. bathe 144. NTS 2 a 7 I 6221 1" MULL CUP (CUP TO OPENING) EXTRUSION DWG #1099 i r 1 " MULL CUP W/TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CUP LENGTH CHART FOR 1x MULL MULL SIZE 'A' 1 x 2 x 3/8 1 3/16 1 x 2 3/4 x 3/8 1 15/16 1 x 2 3/4 x 21/32 1 3/8 1 x 4 x 3/8 3 3/16 ® _TWO (2 ANCHOR THREE (3) ANCHOR QC FOUR (4) A CHOR LOCATIONS LOCATIONS LOCATIONS iA/2 MIN MIN. MIN. 1 ONE (1) ANCHOR ® TWO (2) ANCHOR ® THREE (3) ANCHOR LOCATION LOCATION LOCATIONS 1N.T1P. NOTES; 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE Rtttl TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REOUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. • • • •• ••. • • ••• ••• • •••• •••• • •••• • • • •• • • •••• • • • ••• ® S (6) ANCHOR:" ; • "•'• •• • • MW.TYP. (4)EQ. SP. (A- 3/4)/4 LOCATIONS • • • • • • • • • • • • • • •• • MIN. ® FIVE (5) ANCHOR LOCATION$ TIN. TYP. • • •••••• • • • 44010444 71/71:4;117 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert 4 Clark, P.C. PE 09712 Structural Reislenc FK. 30/06 D-NO CHO THIS SHf F.F.K. /06 G- W, ADD DIIL&AD1E Drawn* P.J.P. 4 at /00 Diu 1" HEAVY WALL, ANCHOR LOCATIONS 1070 TECHNOLOGY DANE NODS FL 34275 P.O. 20X 1328 NOKOMIS Ft 34274 ALUMINUM TUBE CLIPPED MULLION Sar•s4f deh Seahh Sheet Drawing No. MULLS NTS 3 a 7 6221 2 i 4 f 1 x HEAVY WALL MULLS MAT'L: 6063 -T6 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 • • • • • •• • • •••• • •••• • • • •• •• • • • • • •• • • • • •••• •••• • •••• • • • • • •• • • • • •••• • • • • •••• • • • • • • • • •• • • • • • • • • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS PE 71122. P.E. Structural RF.J ` 0/06 D-NO CHO THS SHT 5/5/06 C-NO CHC RS 3HT PP P.J.P. 48/00 1" HEAVY WALL, MULLION PROFILES 1070 1E HNQLoor 0119E Ft 34275 P.O. SOX 1529 roaC US FL 34274 ALUMINUM TUBE CLIPPED MULLION Sors/Madet tulle Sheet: Omskg No MULLS 1X 4 w 7 6221 CHART 2. - 1x2.75x.375 QTY. & TYP. ' ANCHOR CUP TO OPENING 50 OPENING WIDTH IN INCHES 70 1 80 90 CLIP TO MULL 5 42 48 50.825 54 80 63 66 72 76 78 84 90 (2) A (3) A (3) B (3) B (3) B (3) 170 170 170 170 (2) A (3) A (3) B (3) B (3) B (3) B 170 170 170 170 (2) A (3) B (3) B 170 161 (3) A (2) A (3) A (3) B (3) B (3) B (3) B (3) B (3) 170 170 166 170 145 152 131 131 113 113 86 86 181 170• 147 170 127 131 112 112 97 97 73 73 148 135 116 _99 85 65 170 170 170 170 154 170 170 140 165 126 116 101 99 90 • 85 77 65 58 170 153 107 90 77 58 (2) A (3) B (3) B 170 150 (3) A (3) B (3) B 170 170 100 (2) A (3) A (3) B (4) B •10 (2) A (3) A (3) B (4) B 120 (2) A (3) A (3) B (4) B 130 (2) A (3) A (3) B (4) B 180 (2) A (3) A (3) B (4) B (3) B (3) B 170 170 (3) 170 (3) B (3) B (3) B (3) B (3) B (3) B (3) B 170 170 170 170 170 170 170 136 121 100• 84 72 54 170 146 100 149 134 170 149 170 149 170 149 170 170 134 170 134 170 134 170 149 134 170 170 119 142 118 141- 118 141 418 141 118 141 96 96 93 93 92 92 92 92 92 92 84 72 54 80 80 77 78 76 76 78 76 76 68 65 65 64 64 63 63 63 73 73 67 67 62 62 57 57 54 54 49 49 50 50 45 45 45 41 45 50 42 50 48 48 46 45 42 40 40 38 37 45 37 44 44 36 36 41 54 54 43 43 45 45 40 40 35 35 32 32 38 30 38 36 30 28 36. 28 35 27 35 33 33 27 26 26 32 24 32 24 37 37 32 32 28 28 26 26 24 24 22 22 21 21 20 20 19 19 98 36 108 25 111 23 36 30 30 26 26 23 23 21 21 19 19 18 18 17 17 16 16 15 15 25 21 21 18 18 18 16 - 23 19 19 17 17 15 15 - CHART 1. - 1x2x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 80 70 80 80 100 110 120 130 180 CLIP TO OPENING (2)A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) A (2) B (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B CLIP TO ( MULL 1) B 42 155 48 129 50.825 115 54 94 60 83 66 72 78 78 84 90 98 (1) B (1) (1) B (1) 8 (1) B (1) (1) (1) B (1) B 142 134 130 118 107 102 130 130 130 130 100 99 99 99 130 130 99 99 100 91 85 82 80 80 80 80 80 81 73 88 64 83 62 62 67 58 51 47 44 42 41 41 58 49 44 40 37 5o 38 32 30 24 19 16 35 34 34 43 32 38 29 27 25 20 16 24 22 17 34 28 22 20 18 32 30 29 28 62 62 41 l 41 34! 34 28 28 24 21 20 20 20 20 18 17 17 18 18 18 17 16 15 15 Vertical Mull k,Opening_,,,I Width Mull Length Horizontal Mull Opening Wilth • • • .• • • • • ••.• • • • • • • • • • • •• • NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4, B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. Multiple Mulled Units ••\ • OWdth •••• • • • Mull Length • •• •••• •• • • • •• • • • • • • •• • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L park, P.E. PE Structura2 l 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.a BOX 1529 NOKOM/S, FL 34274 0 /06 575/06 =TWO I sf Robber -MARKED REWSKAS P.J.P. 420/00 1 " HEAVY WALL, PRESSURE CHARTS 1 & 2 ALUMINUM TUBE CLIPPED MULLION sfeworoart MULLS NTS sowt 5 at 7 &owing Na 6221 Rev: D CHART 3. - 1x2.75x.650 QTY. & TYP. ANCHOR CUP TO OPENING CUP TO MUU. h (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B OPENING WIDTH IN INCHES 50 60 70 80 90 100 — 11-0 120 130 160 (3) B 4) B, (3) B 4) B (3) B (4) B (3) B (4) B (3) B 4) B (3) B (4) B (3) B (4) B (3) 13 (2)A. 4) B `(3) B 4) B (3) B 4) B 41 5 2 42 170 48 170 50.825 166 54 152 60 133 170 170 170 170 160 148 170 170 170 148 169 136 170 169 156 170 141 129 170 161 148 170 138 125 170 158 143 170 137 123 170 170 170 170 170 170 170 170 157 137 157 137 157 137 157 137 141 123 141 123 141 123 141 123 170 157 141 170 135 155 124 142 116 133 112 128 109 125 108 124 108 124 108 124 108 12 152 117 134 106 122 99 113 94 107 90 103 88 101 88 100 88 100 88 100 63 66 72 76 78 84 90 108 111 125 143 110 118 135 103 118 93 107 86 97 81 90 77 85 75 82 73 80 106 108 92 92 81 81 73 73 87 67 63 83 80 60 58 58 56 56 56 56•' 91 91 77 77 68 68 61 81 56 56 52 52 49 49 47 47 46 84 84 71 71 63 63 56 56 51 51 48 48 45 45 ' 43 43 42 42 40 40 • • 67 67 57 57 50 50 44 44 40 40 37 37 35 35 33 33 32 32 30 30 '• '• 54 54 46 46 40 40 38 38 32 32 30 30 28 28 26 26 25 25 23 23 • 'le: 44 44 38 • 38 33 33 29 29 26 26 24 24 23 23 21 21 • 31 31 26 26 23 23 20 20 18 18 17 17 15 15 29 29 24 24 21 21 18 18 17 17 15 15 - - 126 99 114 92 105 87 99 83 95 81 93 80 91 80 91 80 91 79 73 79' - s 45 •••• 46 45 • • • • • •••• • 20 20 18 18 • Vertical Mull Mull Length 1 Horizontal Mull Opening Width Mull Length -1 Multiple Mulled Unite Mull Length Opening Width NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT F7L -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4 ") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. •••• • • •.•• •••• • • • •• • • •••• • • •••• •0 • • • • •• • • • • • • • • • rn•r• • .• • • • • • • • • • • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clerk, P.E PE x39712 Structure) 30/06 575/06 O- psSHf Wawa t REVISIONS P.J.P. 48/00 1 " HEAVY WALL, PRESSURE CHART 3 1070 TECHNOLOGY ORlVE N0K0193. FL 34273 P.O. 50X 1529 NOKO 1S. FL 34274 » ALUMINUM TUBE CLIPPED MULLION MULLS NTS Shset 6 or 7 Drawing I0. 6221 Row D CHART 4. - 1x4x.375 QTY. & TYP. ANCHOR OPENINO WIDTH IN INCHES 50 60 70 80 90 CUP TO OPENING (2) A (4) B (3) A (8) B (2) A (4) B (5) B (5) B (5) B (3) A (8) B (5) B (2) A (4) B (5) (3) A (6) B (5) B (2) A (4) B (5) B (3) A (6) B (5) B (2) A (4) B (5) B (3) A- (6) B (5) B 100 (2) A (4) B (3) A (6) B (5) B (5) B 2 625 54 60 63 66 72 76 84 90 96 108 111 144 170 170 170 170 170 170 170 154 144 140 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 159 160 134 125 121 170 170 170 170 170 170 170 170 160 148 170 170 170 170 154 144 135 120 112 108 170 170 170 170 170 170 170 185 140 129 170 170 170 169 143 133 125 110 102 99 170 170 170 170 170 170 170 148 126 116 170 170 170 162 136 126 117 103 95 92 170 170 170 170 170 170 166 136 116 106 170 170 170 158 131 121 112 98 90 170 170 170 170 170 170 156 127 108 87 99 110 (2) A (4) B (5) B 170 170 170 157 128 117 108 94 86 83 (3) A (8) B (5) B 120 160 (2) A (4) B (5) (3) A (6) B (5) B 170 170 170 170 170 169 150 120 102 93 170 170 170 157 127 116 106 91 83 80 170 170 170 170 170 166 145 115 .g)'11 (2).A (4) B (5) cry (3) A (6) B (5) 170 170 157 127 116 f05 89 170 170 170 170 170 165 144 112 170 170 170 157 127 118 105 88 98 89 81 78 95 79 170 170 170 170 170 185 144 111 93 87 75 62 84 48 38 62 48 38 25 23 25 23 Vertical Mull -r Mull Length 1—Opening� Width Horizontal Mull Opening With Mull Length Multiple Muffed Units Mull Length \opening Width • • • • • •• • • .0•• • • •••• • • •• • • • • • • • • • • • •• • NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2905 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4) OR 1/4" SS4 CRETE -FLEX, EMBED. (1 3/4) 8. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. 41.41111 • . •0•• •00• • • • 00 • • •00• 0000 • • • • • • •• • • • • • • • • • • • • • • • • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 IECH 0LOGY WIVE NOKOfO$ FL 34278 P.O. BOX 1529 NOKOMIS, a 34274 %30/06 p{G Ti15 S1T rr 5/06 INS mown P. 48/00 11 " HEAVY WALL, PRESSURE CHART 4 >a� ALUMINUM TUBE CLIPPED MULLION SerissAtedok MULLS -Shoot NTS 7 ot 7 DrOW•9 No. 6221 1o: ••• • •• •• ••• ••• •• •• • • • • • ••• • • • • • • • • • ••• • • • • ••• • • • • • •• • • • ••• •• • • •• • • • • • • BUILDING CODE COMPLIA�TG'� QF.tICE eOCO)• • • • . PRODUCT CONTROL DIVISION • ' • •• • • • • • 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com Impact - FD (101) MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING NOTICE OF ACCEPTwv ,(i1NQA) ; • ;• 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 -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 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 consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 07-0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 • PGT Industries . ... • • ;. .. '•' • • . • • • • • • • • • • • • • • .00 • • • • • • • • • ••• • • ... • • • • . NM' OP ACC P 4N4E: +EVIDENCE SUBMITTED ee • A. DRAWINGS 1. Manufactwr's die d av jrgsVfd actions. S�To 2. Drawing .1 0)5;1: tiVeti IAliirnilum French door & Sidelite- Impact ", sheets lthrough Woe 10, Drepared bymMufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report 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) 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 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTMS- 1300 -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" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06 -21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 \St.t4411 1. 044 J.. Ishaq 1. Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 r s I NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/18" LAMI NOM. (.4651 CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.465 °) CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. 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. 3. CONFIGURATIONS: X O, Xs XO.OX, XXO, OXX, OXO AND OXXO. 4. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. • • 5. SHUTTERS ARE NOT REQUIRED. • • • 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. • • • 7. REFERENCES: • • • • • • TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04-0721.01, 03-0225.05, ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MAt�I • 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 (HVHZ). • • • • • 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: • •••• A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. • • • B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., S19' :• • REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. • • • • EXTERIOR 1/2"GLASS BTE EXTERIOR ® 111 s4 a EXf. -1/8" ANNEALED OR EXT. - 3/16° ANNEALED OR HEAT STRENGTHENED GLASS HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER DUPONT BUTACITE OR DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS .402 A 3/8" LAMI NOM. GLAZING OPTION A OR B NOTE 1 A INT. - 3/16" HEAT STRENGTHEND GLASS .465 k-- 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP •••••• • • • 1 TOPIC SHEET GENERAL NOTES 1 CONFIGUMVPI NS 1 GLAZMg Fgi A ILS • • • • • • DESIGN PRESSURES 2 • • ELEV C !.y 3 • VERTONS •41•••• HORIZ SECTIONS •5 • PARTS LIST. •6••••• EXTRUSION€.• 66, 7 • ANCHI3I A .• • 4346 • • • •••••• •• • •••••• • • 000000 • • • • • • • •• • •• • • • • •• • • • • 000000 • • •••••• • Approved as complying with the S, Date CX•kh' , /S, 2007 NOA# 4+7— cf> G 24'• /U Miami Dade Product Control Rawl* Of& Rued ILK Ore PR 87807 Renikat e Rood ES FJt FJC DON 87/17 � 7 RvArbor A CMtbdn/ J.J. CLARIFYIX7. DECEASE, OVERALL 7f0 AROMA 511E ADOt8ASSBREVAL 7O CLAMS DEEMS, ADD SUSS =MK REVISE NOT Ef, GLASS DESWPJ:eA0DNO788 Dols tm7 10707 FOOYDL987/8 RIVE t NOXOlI✓g P.D. acpc 1878 ? OM R 84874 Visibly Betas NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT bwablet Saes Sts* FDIOI Ix 1 m 10 �� 11005 -1 B 1 2 / k 4 dark. P.E. PE 838712 Structural O WIDTH 103/4" 12 3/4" 19" 21 3/4" 27 3/4" GLASS TYPES A, B, C OR D +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 +75.0 -75.0 +75.0 -75.0 +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 +52.9 -52.9 +49.9 -49.9 +472 -47.2 +44.7 - 44.7 +42.6 -42.6 36 1/8" 36 3/4" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: ®1. GLASS TYPES: A. 3/8° LAMI (1/8" A, .090 PVB, 3/16" HS) B. 318" LAMI (1/8" HS, .090 PVB, 3/16° HS) C. 7/16" LAMI (3/16' A, .090 PVB, 3/16" HS) D. 7/16° LAMI (3/16° HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 73 1/2° MAX. OXO WIDTH =1091/2" MAX. XXO /OXX WIDTH =107 3/4" MAX. OXXO WIDTH =143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8° WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUJ+IEISTS OF THE 000000 FBC, CURRENT EDITION. NARROWER DOORS MAY BE,JSED VHERE EGRGS6a19NOT REQUIRED BY CODE. • • • • • • • •• • • • • 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPUC•gII,Iy y4AMI- DADECOUIlTY. • ®5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGA PI!FtSGRES: •••• •••• • EX.AFROMTABLEI. • • ••••• OXO WITH GLASS TYPE A •••• 30' W iB6 WIDE x 90° HIGH SINGLE DOOR WITH 29" SIDE LI• • • • • • • • • DESIGN PRESSURE _+67.6 /- 67.6PSF •••••• ••••• ••••:• • • • • •••••• 000000 • • • • 000000 • • • •• 0000 • ••ia• EX.BFROMTABLE1. •••••• OXXO WITH GLASS TYPE A • • • 68" WIDE x 85' HIGH DOUBLE DOOR WITH 361/2" SIDE LITES • DESIGN PRESSURE = +70.4 / -70.4 PSF • • • • • •• • EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30° WIDE x 873/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 / 43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26° SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF ®6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. • • • • • • •••••• • • Approved as .topbiag veldt the Florida 18Cu2 r Date_Q& WWand Dade product Control erlSK """ Road Br TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: X, x( 0, OX, XO, OXO, XXO, OXX & 0)0(0 (FOR DOORS WI SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT WIDTH XX WIDTH 88 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8 °- 953/4" 3° 37 1/2 1 6° 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 O WIDTH 27 3/4" 361/8" 36 3/4" O WIDTH 36 3/4" SINGLE SIDE LITES WITH GLASS TYPE A +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 +71.4 -71.4 +67.6 -67.6 +64.2 -642 +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -86.6 +63.1 -63.1 SINGLE SIDE LITES WITH GLASS TYPES B, C OR D +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY ® APPROVED CONFIGURATIONS: OX, XO, OXO, )0(0, OXX& OXXO (THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH 2° 25 1/2" 27 1/2" XX WIDTH 4° 47 3/4" 51 3/4" 68- 793/4" ' +58.6 +54.9 -54.9 7° - 83 3/4" 87 3/4" 91 3/4" -58.6 +55.4 -55.4 +52.4 - 52.4 +49.8 -49.8 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 8 °- 953/4" +47.4 -47.4 +44.3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 28 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 3312" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 3512" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +373 -37.5 +35.6 -35.6 3° 371/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE UTE are Rya deF FX Debe nsv7 Refloker 8 Reader: Are Anwar FX 8114107 A REVISED TiIInEZ ONOONPRESSUPES AA CARPED NON- ROPE. VEROOM COMAE MASS TYPE 9 MAU SPEC ONTO NOTES ADO NOTES 5&A REVISE NOTE Lit as ADO NATATTAM81OTABU 1/POI REDUCE MIX SW DEMON PRESS ANDADA181:AtL aPBFOR TAti.E2 m,oeF are oadr.e,e a./g FJC 27967 J.J. B/11/07 1070 TECHNOLOGY DANE Nth, FLIRTS P.O. =C18M NOKOM , FL 84274 Pc T Vvtb1� 6'emer DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT Ft7101 Ix 2 r 10 11005-1 B 731/2` MAX. 38 314" MAX. /"E{ SEE NOTE 4 O OR XO 371/2° MAX. A ---1 95 3/4" MAX. HT. TYP. k.-31) 31f ' SEE NOTE 3 383/4' f'— MAC 1091/2" MAX. O lE O SEE NOTE 4—'1. OXO 84 3/8" MAX. DLO TYP. A --' X XX NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. SEE NOTE 4 143 3/4" MAX. NOTE MAX SEE 3 95 (TY, 1 11E 0••• b. • • l , EF 0 ®' , IE �. XACT. \ m \ , E� XHag, , • a _••• SEE NOTE 4 G G OXXO • • • • E — SEE,NDI 4 • • • •••• 4" • a• • • • •• • • • • • • •• • • • • • • • • • • • • •• • DOOR DLO HEIGHT = HEIGHT -11 3/8* DLO WIDTH X' = DOOR WIDTH - 1215/16" DLO WIDTH 'XX' = DOOR WIDTH/2 -11 5/16° SIDE UTE DLO HEIGHT = HEIGHT -11 3/8° De DLO WIDTH = WIDTH -31/8" 3. SIDE LITES OVERLAP 7C AND 70X' DOORS BY 314" WHEN ASSEMBLED TO MAKE 7XO','OX,'0X0' 7XXO','OXX' AND'0XXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILI1Y SHEET 2). 5. CLEAR OPENING FOR 7C AND IOC DOORS AS FOLLOWS: (7C DOORS = WIDTH - 5.648) (9OC DOOR = DOOR WIDTH/2 - 4.079) •• • • • • • • • • • ••• ••• • • • • 1•• • • • 000 • ^VP: eeee :, :.:e,,,P;iw with the Vi e;x iiu-.atno c•uth r.gu: CxT.�$' Zc0 Mithit N915 ..thOe ?e el...el Lm•eel Rif Rofslarc FX FX FJC Damn fife 9.1•07 8 COFIRECIT VOITIOLL CLOAKS FORMULAS Ore 834.7 !Wawa A ADO 01.O FORMULAS FOR WORMS MOELOEAIIDOOORDLO08L S 4,PTCCaAOBOLTA DSPEY10AOCANOMMGT. J1 Dew 021707 1070 TECHNOLOGY ORIVE NOKOMIS, R.34275 P.O BOX NM NOKOMIS, 8.34274 PST ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT 87101 NTS 3 ,r 10 11005-1 B / •,bb Gj Robert L. P.E PE .39712 Struebeel 91 • ••• • INTERIOR MAX. DOOR HEIGHT AnsIDA Der Ravel BA 4ae FJc Rime 8A FJL Dow BF FJC DOOR SECT. A-A VERTICAL EXTERIO MAX. DLO 0 R W MA SI LIT HEIG B ft - _ l V SL SECT. B-B VERTICAL INTERIOR X. DE E HT SL VIEW G-G CORNER ASSEMBLY Wf8/7 81(817 DAA ?/21/07 Ba4Hs B laaeds O A J.J. NOCHANBETM88HEET. SHOW DO tBiLF+HOLLOW HEMSECTION ATCORNER ASSB�LY Ode 821/07 1070 NOKOMBX.OBY DRNE BWIfNIB9, FL 84275 P.O. BOX 1898 NOKOMIS, FL 31274 V, Bauer EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT ad leads daft slat F0101 1/2x 4 e 10 �� 11005 -1 $ Approval complying h the ode Date or7 f$/ 2447 NOM o7 —"L 9q. /O nDMl v*� mm1o�l�yDade Product du,ctrrCo tnd A ' MAX. DLO • • • • • •• • MAX.j DLO MAX. SL WIDTH ----1 'X' SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7.8 AND 9) MAX. SL WIDTH • • • •••• INTERIOR • • • • • • • 8 • • • • • •• • EXTERIOR • • • • • • • • a • • • [..MAX DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY 88 Rdor FA £'1&V7 Ras IDA FJC boon 08 FK Da* 814.7 iradw Z27J07 Rmiskaw 8 NO f?IANTE71888KEET. N.+enc A J.J. A00DOOR VOSIDE !/7E`T0 SECTION EEB INN+7E8®Et11E•TOBH.T.Ff vac fir21A7 1070 TECHNOLOGY DRIVE NOXONS, It SUM P.O. BQX 1898 NOKOI FL *4274 d 17_ VW4y Bette Lax O SL SECT. F -F HORIZ. (SINGLE SIDE LITE) VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT aSrfeert &de Me AAA* No Fbio1 li2x 6 e 10 11005 -1 B •• • • • • •• • • • • • • • • • • • • • • ••• ••• • • Approved as complying with tic Date ir1 .udia6 NORM Mlami Dade Product Control 4 r. (1.4.1, ITEM DWG # PGT# DESCRIPTION ITEM DWG # PGT# DESCRIPTION • • • goo** • •••• • • 1 943B 60411 FRAME HEAD 60 9200 6920D SIDELITE HEADER 2 1010 60300 WSTP.,Q-LON .190 X.375 HIGH 61 9210 6921 SIDELITE SILL 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 62 916B 60381 SIDEUTE JAMB 4 955 7955X FLUSHBOLT STRIKEPLATE 63 1155 781 PQA #8 X 1.000 QUAD PN. SMS 5 938 7938X 2 PT. LOCK STRIKEPLATE 64 998 7998 HEAD GASKETS (STOCKING #70998) 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 65 999 7999 SILL GASKETS (STOCKING #70999) 7 7832X12FP)P #8.32 X.500 PH. FL. MS - S.S. W/SIUCONE PATCH 66 934A 61641M SIDEUTE JAMB ADAPTER 8 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 67 #12 X 1.000 SHEET METAL SCREW 9 996 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 70 712653K SETTIING BLOCK, 3/32" X1/4" X 1" W /PSA 10 952A 6533016 FILLER HEAD ADAPTER 71 71267K SETTING BLOCK, 1/16" X 1/2" X 1" W/PSA 11 11000 611000M OUTSWING THRESHOLD 72 4222A 64222 BEAD, 7/16" 12 1670 671670 WSTP, .350 RD FOAM FILL T -SLOT (AMSBURY#32011) 73 988 6988 BEAD, 3/8" 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 92 986 64986 BEAD, INTERIOR 14 11001A 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) •••• 15 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT • 16 11003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 95 GLASS, 3/8" LAMI - 1/8" A .90 PVB, 3/16" HS • • 20 915D 60380 FRAME JAMB (OUTSWING) 96 GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS • • • • • •••• 21 1010 60300 WSTP.,Q -LON .190 X .375 HIGH 97 GLASS, 7/16" LAMI - 3/18" A, .90 PVB, 3/16" HS • • 22 6608 66608M REINFORCEMENT, 1.000 X2.750 X0.650, 6061 - -T5 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS • 23 1140 78X112PSATS #8 X1.500 PH SQ A T/S 102 11006A I41108A ACETAL SPACER .295 (INHOUSe AVSE'CTIDN MOULDED) 24 1048 71048 JAMB SCREW COVER CAP 103 OFF THE SHELF DEAD BOLT LOCK •••• • "• • • 25 930 41721N STRIKE PLATE INSERT I 850 -ri .504-H .055 -HI-*- 3 CHANNEL 6063 -T6 2.750 I-..- • • • • • • • • • • • • • • • • • • • • • • • • ma' • r••• • • • •••• • • • •••• • • • • • •••■ • • • • • • • • • 26 1118 710X34PFA #10 X.750 PH. FL SMS 27 7070 670701( BULB WEATHERSTRIP .187 X .300 HIGH 30 91013 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAI 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X.825 PH. FL SMS 34 913A 60378M TRUSS CLAMP 35 1130 6TRODA 5/16 -18 THREADED ROD THRESHOLD COVER -� 36 990 7990NUTA 5/16 -18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT #8X.75 PH. FL TEK 39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) Approved ,n1complying ��fi the Date De.T 3B' 1.e0 40 1023 679246 WSW., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BIDS 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL) 44 983B 6983 DOOR PANEL ASTRAGAL 1 ( OUTSWING) 45 9848 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) Miami D d Product Conti 1. r r u �� 46 1213 602001( WSTP.,Q -LON .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) t��` 1 1.01 00 _L 48 1139 7634F #6 X.750 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE �� i TUBE MULL 6063 -15 11 /`� ((( PE 83971, P.E. PE it39T12 Structural 51 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X.750 PH FL SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X 4PFA #10 X.750 PH FL SMS AwwfBr nr« 7.N.. 070TH7B4O{OOTOlNF HOxglffs, R 34x76 P.Q 80X 1529 NCRMA FL 34074 PARTS LIST •st* FA B/1S07 8 NO CHANGE n6.4SKEET. >� ALUM. FRENCH DOOR & SIDE L1TES, IMPACT ""'�` P C bar 6/14107 '"" A A00 7713f 103MIDBOLTAA®.00IGT EPA EL Mr TO W41. Poo* FJC Oar 2/27/07 amen* J.J. oar 61/07 I gamy gar, a w.awac •rw FO,o, •we Om*, awe 1/2x 6 a 10 11005 -1 B 4.626 4.000 DOOR PANEL TOP & BOTTOM RAIL 6063 -T5 1.400 1.272 3 4,726 4.100 3.111 31 1 TRUSS CLAMP 6063 -T5 DOOR PANEL SIDE RAIL 6083 -T5 4.726 4.100 r--1.750 4.675 DOOR PANEL INTERIOR ASTRAGAL 8063-T5 FILLER HEAD ADAPTER 6063 -T6 r-3 000-1 1 OFRAME HEAD 6063 -T6 .050 .079 J 1.479 3.000 --- I 11 OUTSWING THRESHOLD 6063 -T6 Preface: 1.489 �--- -- 3.100 -I 5.459 6.085 1.479 1 .075 -.075 4.675 ODOOR PANEL EXTERIOR ASTRAGAL 683 .050 ice- -.525 %2 7116' GLAZING BEAD 8063 -T5 .750 -FL3.100 4.586 5212 SL HEADER SL SILL 60 6083 -T8 61 6063 -T6 Deter Itarbbar W1&07 B NO GIANGE775831EET. one wooer W1407 A ADD warm fTEW° &GA BEDD5L TO !OTE 33431,41,45&62 Dor By Doe 2/22/07 J.J. 821/07 1070 TECHNOLOGY DRIVE NOICOAM R34775 P.O. BQX 1423 N tOM/& R.3(274 E"+GT Tristbl2 Bee r 3.000 r1.450-x{ 20 DOOR FRAME, JAMB 6063 -T6 -1.578 • .050 • • 3.084 •• v 62 SL JAMB 6083 -T6 .050 .830 2.980 SL JAMB BG ADAPTER 6063-T6 EXTRUSION PROFILES • • • • • •• • ALUM. FRENCH DOOR & SIDE LITES, IMPACT am.esnc aorta one •nlrw ac FD1o1 1/2x 7 10 11005-1 B .050 1.620 II� 2`50-�"I Fes- 3T WEATHER STRIP CHANNEL 6063 -T5 2.125 •• • 0000 • • 0000 0.375 .125 ••••t• •t •000.0 • • • • • • •• • ••••♦ • • • •• • •••412• • • • 41000`0 • • • • • • • • Approved as emptying with the Florida Buueag Code Date ocT Ikyea? Nom 7 Miami Dade Product Cmtroi By {5' er . - 4 N r% JAMB ZONE "B" JAMB ZONE "A" HEAD I ZONE _L 1 JAMB ZONE "A" JAMB ZONE "A" I ZONE "D "tZONEE""D" I 1 xx , ♦ , 7 / ' JAMB ZONE "A" SILL 1 ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD t-Z I ZONADF".-I-Z -1 ' OXO ♦ JAMB ZONE "B" f ZONE-I—.ZONE "F„- 1- ZONE -} SEE TABLE 7., SHT. 9 1_ SILL SILL ZONE "D" ZONE "D "T SEE TABLE 4., SHT. 9 JAMB ZONE B" HEAD ZONE 'E" I 0 w O HEAD I ZONE "D" —I- HEAD JAMB ZONE "A" XO OR OX JAMB ZONE "B" EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES 'B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4° x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: • • • • SILL E' 1 SIEL 1 SILL pCHJAMBA1002+5+5+2- -0144)) ZONE "E° ZONED" ZONE "E° • • � • • • • SEE TABLE 5., SHT. 9 SEE TABLE 6 , SHT. 9 • • E 1 OR FORS AT HEAD • HEAD HEAD HEAD HEAD • •AND AT SI! • • • • • �ZONE�— ZONE"F"�ZONE "F°�Z••• • • • HEAD ZONE "" -1—ZONE " I JAMB ZONE "A" { I ,A / OR \♦ OXX / / / 7 OXXO I JAMB ZONE B" } <XXO \♦ 1 U / , 1_ SILL SILL ZONE "D" ZONE "F"�ZONE� SEE TABLE 7., SHT. 9 "E" m WX N m -ax x x 1 1 / / / 7 OXXO ♦ /, ♦ \ ♦ / / 1 • •••• •••x•• • • • ••• • • •• • • %yj M in in x., x \ ♦ \ - V • • • • • • • • Y? E�ZONE "F'�ZONE "F' ONE SEE TABLE 7., SHT. 9 NOTES: ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4 "H UNIT, 71 314'W IOC DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE 0)0(0 ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. •••• • • • • •••• •• • • • • •• • • • • • • • •• • • • • • Approves. romp; :ne with the Florida Berate Cale Date AG NOM OJ-O ` Z C. / f1 Maud Dade Product Control Livireti I.(J aweeyr Dor Donlan Fx aram 0 PA: Rena,: F.K •t 81407 2/2207 Rsrdskes A tlfdde,c J.J. NOOKARpET103 T. mCHANGE XO ;Xi UX'ANCHORZONEF•OMV7011: ADD ANCHOR TYPES Oar 0121/07 1070 TECHNOLOGY DRIVE NOKOMIS FL MTh P.O. BOX MS NOMMXi FL 34274 PST Ytdbly Better ANCHORAGE, CONFIGURATIONS >,er ALUM. FRENCH DOOR & SIDE UTES, IMPACT FDW1 NTS Stoat 8 a 10 ttr•w 11005 -1 • TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE SUBSTRATE 23. WOOD & A, B, C. D 1,2, CONC TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX GLASS TYPES A, B, C, D0, ANCHOR TYPE & SUBSTRATE 2.3, WOOD 1,2, DONC TABLE 5.0 SIDE LITE GLASS TYPES A, ANCHOR TYPE & SUBSTRATE 2,3, WOOD B, C, D 1,2, CONC TABLE 6. XO & OX GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS LOAD ZONES "X" - 25.50 TO 37.50 y WIDTH x Ht x b QW� x me DOOR WIDTHS IOC - 47.75 TO 71.75 LOAD ZONES W WIDTHS LOAD ZONES "O" - 10.75 TO 36.75 WIDTH x HT. O 0 O 0 DOOR WIDTHS °lC - 25. TO 37. SID LITE WIDTH X HH1: 0 A,B4O,D 2.3, WOOD 1,2, CONC LOAD ZONES 25.50 x 79.75 5 83.75 5 87.75 6 91.75 5 95.75 8 27.50 x 79.75 5 83.75 5 87.75 5 91.75 6 95.75 8 29.50 x 79.75 5 83.75 5 87.75 6 91.75 6 95.75 8 31.50 x 79.75 5 83.76 6 87.75 6 91.75 6 95.75 7 33.50 x 79.75 8 83.75 6 87.75 8 91.75 7 95.75 7 35.50 x 7975 6 83.75 6 87.75 6 91.75 7 95.75 7 37.50 x 79.75 6 83.75 6 87.75 7 91.75 7 95.75 7 Ames* PX Rood ei PX D•fw 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 8 4 8 4 8 4 2 2 2 2 3 3 2 3 2 3 2 2 2 3 3 5 2 5 2 3 2 3 2 5 8 4 8 4 8 4 8 4 8 4 2 5 2 5 2 3 2 5 2 5 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 8 4 2 10 4 2 8 4 3 8 4 3 8 4 3 10 4 3 10 4 3 8 4 3 8 413 8 4 3 10 4 3 10 4 3 8 4 3 8 4 3 10 4 3 10 4 3 10 4 3 5 5 3 6 5 6 5 5 5 5 5 5 5 5 5 8 5 47.75 x 79.75 4 83.75 5 87.75 5 91.75 5 95.75 5 51.75 x 79.75 6 83,75 5 87.75 5 91.75 5 95.75 6 65.75 x 79.75 5 83.75 5 87.75 5 91.75 6 95.75 8 59.75 x 79.75 5 83.75 5 87.75 6 91.76 6 95.75 8 63.75 x 79.76\ 5 83.76 6 87.75 6 91.75` 6 95.76 7 67.75 x 79.75 6 83.75 8 87.75 6 91.76 7 95.75 7 71.75 x 79.75 6 83.75 8 87.75 8 91.75 7 95.75 7 3 6 4 2 3 4 7 4 2 3 4 7 4 2 3 4 7 4 2 3 4 7 4 2 3 10.75 x 79.75 4 1 83.76 4 1 87.75 4 1 91.76 4 1 95.75 4 1 4 1 4 1 4 1 4 1 4 1 0 x 10.75 x 79.7 4 83.7. 4 87.7. 4 91.75 4 95.76 4 4 7 4 2 3 4 7 4 2 3 4 7 4 2 3 4 7 4 2 3 4 7 4 3 5 4 7 4 4 7 4 4 7 4 4 7 4 4 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 8 5 8 4 10 4 8 4 5 8 4 5 6 6 5 8 10 10 8 4 4 4 2 3 2 3 2 3 3 5 3 5 2 3 2 3 3 5 3 6 3 5 2 3 3 5 3 5 3 5 3 5 3 5 3 5 3 5 3 5 3 5 12.75 x 79.76 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 19.00 x 79.75, 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 2 4 2 4 2 4 2 4 2 4 2 12.75 x 79.75 4 83.7. 4 87.75 4 91.7. 4 96.75 4 4 2 4 2 4 2 4 4 21.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 5 2 95.75 5 2 27.75 x 79.75 5 2 83.75 5 2 87.76 5 2 91.75 6 2 95.76 6 2 4 2 2 2 19.00 x 79.75 4 83.75 4 87.75 4 91.7 4 95.75 4 4 2 4 2 4 2 4 2 21.75 x 79.75 4 83.7. 4 87.75 4 91.75 5 95.75 5 4 2 4 2 4 2 4 2 4 4 5 9 4 5 9 4 6 10 4 3 3( 3 3 5 6 5 6 6 10 4 3 5 38.13 x 79.75 6 3 83.75 6 3 87.75 7 3 91.75 7 3 95.75 7 3 36.75 x 79.75 6 3 Der &n4ro7 DMfae 411407 D® up Doke FX 2!2207 *wiz* 8 NO CHANGE rHESHEET. ADD WAD L EW/TABLE6 TO TABLE 4, D' CHANGE7ARLE B. HEAD Me A V.70 Yr AND COWAN ADO IMP TO ANCHOR TYPE& amblSBr Der J.1 6211107 4 4 2 3 3 27.76 x 79.7• 5 83.7. 5 87.7 5 91.76 8 95.7• 6 4 3 4 4 4 3 3 3 36.13 x 79.7• 6 83.7. 6 87.7. 7 91.7. 7 96.7. 7 83.75 8 3 87.75 7 3 91.75 7 3 95.76 7 3 4 3 4 3 4 3 o�D7ECMVaLOOYCwVE NOKOMIS, PL 35.75 P.O SOX WV NO1(OA9$ R 94274 4 3 36.75 x 79.7: 6 83.7-'! 6 87.7. 7 91.7. 7 95.7 7 Pc�1" Vi hij Beazer 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 6 6 5 4 4 5 5 5 w z 4 H z m 4 W 4 2 4 2 4 2 4 2 4 2 C 4 2 2 4 2 4 2 4 2 4 4 2 m 4 2 4 2 m 2 y2 4 2 T 4 2 4 4 4 4 2 2 2 2 4 2 4 2 4 3 4 3 4 3 4 3 43 4 3 4 3 4 3 4 3 4 3 4 3 4 3 TABLE 7.OX0 ,XXO OXX & OXXO GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS °X -25. TO 37. IOC" - 47.75 TO 71.75 SIDE LITE WIDTH x HT. 0 10.75 x 79.75 4 83.75 4 87.75 4 91.7• 4 95.75 4 A.B4O,0 ZS, WOOD 1 2. CONC LOAD ZONES 12.75 x 79.75 4 83.7• 4 57.7• 4 91.7 4 95.7 4 19.00 x79.7• 4 83.7• 4 87.7 4 91.7• 4 95.75 4 21.75 x 79.75 4 83.7 4 87.7 4 91.75 5 95.75 5 27.75 x 79.7• 5 83.75 5 87.7• 5 91.7 8 95.75 6 36.13 x 79.75 6 83.75 6 87.7 • 7 91.7• 7 95.7• 7 38.75 x 79.7• 6 53.7• 8 87.7• 7 91.7 7 95.75 7 6 O 2 2 2 2 2 2 2 4 2 4 2 4 2 4 2 4 2 4 a 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0. 0. 4 O W z U 2 2 u�x 0 O ea 5 4 3 4 4 5 5 5 4 4 0 0 5 5 5 ANCHOR QUANTITY LOAD ZONE TABLES a. 0 2 0 Din ALUM. FRENCH DOOR & SIDE IJ7ES, IMPACT bYble Sole Shut O rialb FO101 NA 9 d 10 11005 -1 Rim APPROVED ANCHOR TYPES: 1. 1/4' ELCO TAPCONS 2. 1/4' ELCO SS4 CRETE-FLEX MASONRY ANCHORS 4. ENCIRCLED ANCHOR OUANTMES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. • • • • • • • • • • Approved as complying with the Florida Sultilost Code Dara De-T ft, 20:0 Muni Dade Product Cootrol E F38712 Structural 2X WOOD BUCK NOTE 2 3.4 KSI MIN. CONC. 13/8" MIN 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" MIN. 1/4" MAX SHIM WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT 1X WOOD BUCK NOTE 2 1 3/8" TYPE 1 1 314" TYPE 2 114° MAX. SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 1/4" IVAX SHIM i11•■111 111111311111 4 3/4" MIN. E.D. MI■ 11/111/1,1110. • 1.5 KSI MIN. CM11 OR 3.4 KSI MIN. CONC. DOOR JAMB (CONC) 1 1 /4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 2X WOOD BUCK NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1 318 "MIN. 1/4° MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1 314" MIN. E.D. • DOOR JAMB (WOOD) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE 1 EXT. 1/4" MAX. — SHIM 3/8" MIN. 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4° SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 13/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. 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. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 1/4' MAX. SHIM 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 EXT. CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1 3/8" TYPE 1 1 3/4" TYPE 2 CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) 1 1 /4' TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (GONG) 1 3/4" TYPE 2 (CONC) 1/4" MAX. SHIM 1 3/4° = MIN. ED. *I4 '.,f(;•*. 1.5 KSIVII.tMU OR • • • 3.4 KS6MIMACONC. • mIN.tp, • • • • • • • -14 Its •—• • • • 1X WOOD BUCK NOTE 2 • SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONe)' WOOD ANCHOR TYPE 2 CONt.'4e14%, OR 3, NOTE 1 NOT114•0 • • 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1 3/4" I mIN. ED. r— 3.4 KSI MIN. CONC. DOOR SILL (CONC) 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) • • • • • 1/4° MAX SeI64 • • • ..1• 3/8" TYPE 1 3.4 KSI MIN. .:°;.1 3/4" TYPE 2 CONC. ..f. I'.. MIN. E.D. SIDE LITE SILL (CONC) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Approved as Clkapt.;:lg With the Florida halal Code Date ac,7" 2 NOA8 .-.7—,04.21. /0 Miami Dade Product Control Inlytvitt..1/ I. (L to-la- or Dots RnIsbor Rins188 FJL 1681■668 FJC Dew 6118/07 Reelybee • NO CHANGE110 SlIEFE C8tx 8/14/07 (twist= A SPEC. TYPE 1 82 EICED. ON CONC. DETAILS. SPEC. TYPE2.13 ON WOOD DETAILS. =ANCHOR TYPES TO NOM 1. 128m/I8 Das CIssated86 Osis FIG 2122/07 J.J. 8121/07 1070 77ECHNOLOGY CANE WILMS. R.34278 BOXI829 MOWN:4 R.34274 FAGIT Visibly Better a""66* 1010f ANCHORAGE DETAILS rat ALUM. FRENCH DOOR & SIDE LITES, IMPACT awe NTS 6Iwk 10 ei 10 OdaY708. 11025-1 B / 1 L Clark, P.E. PE 019712 Structural FLC n n CDC: PART r"enrr OF • • Community Alfa -ii's iiiv. Ni C, ILCLII rLANNiN 1 CLS1m" -DEv c)i'M N1 Et.4E RsENC:+ t4AWc, EA1 "I1 *OFFICE. OF Ti +E aiE ET.AR:' • • ••• •• •• • • • • • • • • • • ••• •• • • • BCIS Home 1 Log In I User Reg rstr tioo 4 HobToic miUSur'c arge Stets & Facts 1 Publications I FBC Staff 1 BCIS Site Map 1 Links 1 Search • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• Product Approval USER: Public User •• • • •• •••, •• . • •' • • • • • • • • ••• • • • • •• • • • Product Aporoval Menu > Product or Aapliaatipn 54arh • Anoliaation List • Application Detail •• • • • • • ••• •• Z " e c f SWQi oc- 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 Product Approval Method FL4940 -R1 Revision 2007 Approved Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441 -4258 sschreiber @masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard TAS 201 TAS 202 TAS 203 Method 1 Option A Year 1994 1994 1994 • • ••• • • • ••• Date Submitted •• ••• •• • • :41,A/24:2008 • Date Validated • • • • • ;.; ; 1Z/30;2008 Date Pending FBC Approval • •• • • • • • 01/057,009 Date Approved • • • • • • 02/03/2009 • • • • • • • • •• •• • • • • • • • Summary of Products: • • r •.. FL # _•• Model, Number or Name Description 4940.1 Meta -edge. teel Sidi - Hinged •• Door lini • • • ••• • • 6' -8" Opaque I/S and O/S Single Door Limits of Use • • : Approved for use in HVHE: Yes, • • • ••• • • Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +76.0/ -76.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, do not exceed the design pressures listed. 3' -0" x 6-8" max nominal size. Max DP = +/- 76.0. When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG- MA- FLO132 -05 for additional information. Certification Agency Certificate F 4940 Ri C CAC NI006115 -R2. PDF Quality Assurance Contract Expiration Date 12/31/2010 Installation Instructions FL4940 R1 II FL4940 6 8 Opaque Anchor.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 4940.2 Metal-edge Steel Side - Hinged Door Units 6' -8" Opaque I/S and 0/5 Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/ -55.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, do not exceed the design pressures listed. 12' -0" x 6' -8" max nominal size. Max DP = +/- 55.0. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG- MA- FL0132 -05 for additional information. Certification Agency Certificate FL4940 Ri. C CAC NI006115- R2.PDF Quality Assurance Contract Expiration Date 12/31/2010 Installation Instructions FL4940 Ri II FL4940 6 8 Opaque Anchor.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 4940.3 ['Door Metal -edge Steel Side - Hinged Units 8' -0" Opaque I/S and O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +48.3/ -48.3 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, do not exceed the design pressures listed. 12' -0" x 8' -0" max nominal size. Max DP = +1- 48.3. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG- MA- FL0133 -05 for additional information. Certification Agency Certificate FL4940 R1 C CAC NI006115- R2.PDF Quality Assurance Contract Expiration Date 12/31/2010 Installation Instructions FL4940 Ri II FL4940 8 0 Opaque Anchor.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 4940.4 Metal -edge Steel Side - Hinged Door Units 6' -8" Glazed I/S and 0/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50.5/ -50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, do not exceed the design pressures listed. 12' -0" x 6' -8" max nominal size. Max DP Certification Agency Certificate FL4940 Ri C CAC NI006115- R2.PDF Quality Assurance Contract Expiration Date 12/31/2010 Installation Instructions FL4940 Ri II FL4940 6 8 Glazed Anchor.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports • • ••• • .•• = +/- 50.5. When large mi silt i=np t riVitaice ii i required, hurricane protective system isceatuiied. See :• installation drawing DWG- MA- FLu1J$- 05'for additional information. Created by Independent Third Party: 4940.5 lldtpl -; a SteI•Si0- .Hing0 ••8' -0" Glazed I/S and 0/S Door IYO um }s • • • • • • Limits of Use • • • • • • • • • • • ••• • Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No • • • • • • • • • • • • Design Pressure: +43.07-45.0 •• • • Other: Evaluated for use in alcSticSns;aahs'ririg Co the : Florida Building Code inclu8iflg t11e'Higl4 Vefoctty ••• •• Hurricane Zone, and where pressure requirements as determined by ASCE 7, do not exceed the design pressures listed. 6' -0" x 8' -0" max nominal size. Max DP = +43.0 / -45.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG- MA- FL0135 -05 for additional information. Certification Agency Certificate FL4940 R1 C CAC NI006115- R2.PDF Quality Assurance Contract Expiration Date 12/31/2010 Installation Instructions FL4940 R1 II FL4940 8 0 Glazed Anchor.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next DCA Administration 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 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: le 111 SIDE- HINGED METAL -EDGE STEEL DOOR UNIT 6'-B" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES: 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF LITE FRAME MATERIAL TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION 'TEMP ASTM D1929 680 'F > 650 'F RATE OF BURNING ASTM D636 1.10 IN/MIN SMOKE DENSITY ASTM D2843 69.8% TENSILE STRENGTH* ASTM D638 -7.48% DIFF • COMPARATNE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS S/NGLE 000R UMT Wmd SIDFI rTF 0 0 0 DOUBLE DOOR UNIT W /SIDELITE5 SINGLE DOOR UNR' SINGLE DOOR UNIT WV/ELITES 122: MEL R E • • • • •••• y • • • • • •• • • • • •• • • • • • • •• •• •• • kiderdlOgillit.•• • • • Cribb) No.: A1t6EPt. otZ • Reideigett Dde rst nos • 00 00 MI ao Do 1 DOUBLE 000R UNIT W /SIDELITES DESIGN PRESSURE RATING 21' MAX D.L.O. CONFIG 149° MAX OVERALL 35.375" MAX. PANEL WIDTH W /ASTRAL FRAME WIDTH 37.5" MAX. FRAME WIDTH INSWING OUTSWING X 37.5" +76.0 -76.0 ' • - =.. +19.0 / -19.0 +55.0 / -55.0 ill 74" ICI +55.0 -55.0 +19 -0 -19,0 #�I OX or XO ill +55.0 / -55.0 +55.0 -5&0 +19.0 / -19.0 +55.0 / -55.0 OXO • •� - MAX. FRAME HEIGHT 81.875° - 63" MAX. _ _ +55.0 -55.0 +19.0 / -19.0 +55.0 / -55.0 OXXO 149" +55.0 / -55.0 +55.0 -5'5.0 +19.0 -19.0 +55.0 -55.0 . •• ' - - - - 0 0 0 DOUBLE DOOR UNIT W /SIDELITE5 SINGLE DOOR UNR' SINGLE DOOR UNIT WV/ELITES 122: MEL R E • • • • •••• y • • • • • •• • • • • •• • • • • • • •• •• •• • kiderdlOgillit.•• • • • Cribb) No.: A1t6EPt. otZ • Reideigett Dde rst nos • 00 00 MI ao Do 1 DOUBLE 000R UNIT W /SIDELITES • • • • • ig • • • • • w • ••••• • •M••• • w N z R 0 a co ry O 0nS 7/25/05 SCAI-E ■ N.T.S. nwc.6Y: SWS 61X BY: DRAW!N6 $O. DWG- MA- F101.32-05 SHIEr 1 OF DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH 111ING OUTSWING INSWING OUTSWING X 37.5" +76.0 -76.0 ' • - =.. +19.0 / -19.0 +55.0 / -55.0 XX 74" +55.0 -55.0 +55.0 -55.0 +19 -0 -19,0 +55.0 / -55.0 OX or XO 75" +55.0 / -55.0 +55.0 -5&0 +19.0 / -19.0 +55.0 / -55.0 OXO 112.5" +55.0 7 -55.0 +55.0 -55.0 +19.0 / -19.0 +55.0 / -55.0 OXXO 149" +55.0 / -55.0 +55.0 -5'5.0 +19.0 -19.0 +55.0 -55.0 • • • • • ig • • • • • w • ••••• • •M••• • w N z R 0 a co ry O 0nS 7/25/05 SCAI-E ■ N.T.S. nwc.6Y: SWS 61X BY: DRAW!N6 $O. DWG- MA- F101.32-05 SHIEr 1 OF SEE DETAIL 3" •J 6" -- SEE DETAIL _ 3 ".E. 3" !I� . - — 6" _ 3" ` 1- 3i t II 1 O 6" r6" 6" 4.1 6' 3' r 6 " 1 � I _ m urrm. Jr/1NGY 8» 8 I IQ Cp- II " 6" -- - 3* 3" — --- — " —j ` I II 3" — 6- I — 34 18 x 2 -1/2" #10 x 2" #10 x 3/4" #8 x 2 -1/2" 110 x 3/4" DETAIL "D" 1.37 S" DETAIL "C" 0.962 "i a SEE DETAIL to •p" • n n, r; • 6" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. INSWING THRESHOLD OUTSWING THRESHOLD Addl94xiblI I Cialikdbilir /anew/ - R2. flaabodbA Dale 1 • • • • • • • • • • •• • •• • • • • •• • • • • • • • • ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL OCW 895 OR EOUAL DOW 985 OR EQUAL =MOB =mai TYPICAL GLAZING DETAIL ALUU, STEEL OR RUM SPACER 16 X 1 -1 /2" PHS r� Lij LIS CC QO S 0 1 i. • i0•••• • • • • • • •U •� w N a w 0 5 • • 0 0 Z • • • • a MATE: 7/25/05 SCALE: N.T.S. OWO.9r: SKIS CIIK. 6r: MURANO N0: DWS- MA- FL0132-06 SHEET* 3 OF 3 SEE DETAIL "C" SHT. 2 3" 6 SEE DETAIL D SHT. 2 0 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE (FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI /AF &PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1 -1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1 -1/4 ". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 3" TYPICAL ANCHOR INSTALLATION 6" ", KWIKSET MAXIMUM SECURITY SERIES GRADE 2 _ CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED '3" 6" I- 4" X 4" FULL MORTISE BUTT HINGES I I _ I-- 6" 6° • • • •• ,-. No— IF s• • • •• • . .. • s I 11 i 11 I • •.• • 6" fi" HARDWARE SCHED 1�L •••• • •••• •••• • • • • ••• • ••• •• • • •• • • •••• • • •••l • 1. KWIKSET MAXIMUM SECURITY SERIES GRADE 2 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5 -1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES AdistaiblWl GaRm6onNn ulnni.0 -Rz. Mend* 13 6 8 zcc'c' ``' o ay ,,z cr z 14.1 •� O A•••• •••.. • • • • ••1• 1 eld • ••• as • ��•••• • ADDED SPACER to z 0 0, u.) 1 a 0 z we 7/25/05 EOM N.T.S. oWe. Er: SWS DRAWNO NO4 DV G- AM- Fl.0132- 5 SHEE 3 of 3 • 000 • 0 41.41 •'• •• •0 • 00 .• • • • • .00 • • • • • • • • • • • • • • • 4100 • • . • • • .. • 4141. • 4141• •• 00 • • • • • • :pimp" J E��CIC OF PRODUCT LINE -.� CERTIFICATION . 41. 4141• ,�.••• • • • •• • • ••• • • ••• •0 Certification No.: NI006115- R2Pase 1 Date: 07/29/2005 Revision Date: 12/18/2008 Certification Program: Structural Company: Masonite International Code: M-703-1 The "Notice of Product Line Certification" is valid only when Administrator's Seat is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seat represents product conformity to the applicable specification and that all certification criteria has been satisfied. The products and systems listed below are approved for listing in the Directory of Certified Products at www.NAMICertification.com. Please review, and advise NAMI immediately if data, as shown requires corrections. Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 Product Line: Masonite Metal Edse Steel Side - Hinted Door Units Test Report: NCTL- 210 - 1861.1 ,2,3,7,8,9/210 - 1864-1,2,3,4/210 - 1887 - 1,2,3,4,5,6,7,8,9 10,11,12/210- 1897 - 1,2,3,4,5,6/ 210 - 1905 - 1,2,3,4,5,61210 - 1980 - 1,2,3,4,5,6/ CTLA685W /1022W Section 1: General Description of the Products and Systems under this Certification 1.1 Frame: The frame jambs consist of finger jointed pine with all corners coped, butted, and sealed using three 2" long wire staples (.04375"). 1.2 Mullion Construction: Where used, each mullion constructed of laminated lumber with a pine cap and attached to the header and threshold with three #10 x 3" Philips Flat Head Wood Screws. 1.3 Glazing: Where used, the overall insulated glass was glazed into a rigid plastic lip -lite frame. Consisted of symmetric monolithic insulated glass with 3mm (0.118) tempered glass with aluminum, steel or butyl spacer. 1.4 Door Leaf Construction: Each door leaf was constructed from 0.017 "(6'8" height) or 0.020"(8'0 "height) thick galvanized steel facings. National Accreditation & Management Institute, Inc. 11870 Merchants Walk Suite 202- Newport News, VA 23606 TEL(757) 594.8658 FAX(757)594 -8659 • • ••• • • • • �•� •�• ••••• • • • • ••• • • • . • • • • • • ••• • • • • ••• •• • • • • • • • • • • •• • • • • • • • • • • • .•• • • • • • ••• ••• •.• •• • • • Certification No.: NI006115 -R2 Page 2 • •• Section 2: Registered Suppliers Revision Date: 12/18/2008 •• • • • •• ••• ••• 2.1 bon ltd :... • • ODD. or Specialty 2.2 Astrdgil:• • • • • • • • •Efifura Ultimate Section 3: Additional Supportive Test or Acceptance Data Provided with Certification Documentation included: 3.1 Miami-Dade Building Code Compliance Notice of Acceptance for Lite Frame Material, NOA#07- 0214.08 and ETC Test Report Number ETC -02 -797- 12517.1 3.2 Surface Burning Characteristics for Foam Filled Door performed by Omega Point Laboratories to ASTM E84 -98, "Standard Test Method for Surface Burning Characteristics of Building Materials -Report No. 15977- 104313. 3.3 ASTM E1300 Glass Load Resistance Report provided by National Certified Testing Laboratories NCTL - 110 - 9735 -1. 3.4 Anchor Calculations for: Anchor Performance Calculation Report-Performed by Harold E. Rupp, P.E. (Florida No. 15935.) 3.5 National Accreditation & Management Institute, Inc. W -1416 See additional Pages of Certification for Certified Product Line Matrix(s) and Installation Details. If you have any questions regarding this certification, please contact NAMI at (757)594 -8658. National Accreditation & Management Institute, Inc. 11870 Merchants Walk Suite 202 - Newport News, VA 23606 TEL(757) 594.8658 FAX(757)594 -8659 P . NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 Certification No.: Certification Date: Expiration Date: Revision Date: NI006115 -R2 Page 3 07/29/2005 12/31/2010 12/18/2008 Product: Metal Edge Opaque Inswing or Outswing Door w/ and w/o Non-Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: TAS 20194/202- 94/203- 94 /ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The•oertllication label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has beenppprgved for using withal NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National StegdaYdg Institute jAiiS1). • • • • •..••• • Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Neg Missile impact Rated Test Report Namber . • • • • . Drawing Ntuithor•& • • • • Commppts... ..... X Single US Opaque 3'0" x 6'8" +76/ -76 Yes NC1'U2lo-11 -92.374 • • • • Maximum Panel Size: 3'0" it 6'8" . '�t"A0' . X Single O/S Opaque 3'0" x 6'8" +76/ -76 Yes NCrl.�210 -186i ;12,3,78,9 : •. • • • ,9 Maximum Panel Sim 3'O'x 6'8" • Anchor - :...= XX Double US Opaque 6'0" x 6'8" +55155 Yes 10i1-MA�2,d4'S,6s Ncrl, -Z 10- 1905- 1,2,3,a,s,6 • Maximum Panel Size: 3'o" x 6'8 "/Sidelite: 3'0" x 61" Anchor Detail-MA-H.0132-0S XX Double O/S Opaque 6'0" x 6'8" +55/ -55 Yes NCL'L -210- 1905 - 1,2,3.4,5,6 Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'O" x 6'8" Anchor Deta0-MA-111.0132-05 XO /OX Single w /Sidelite US Opaque Door Glazed Sidelite 6'0" x 6'8" +55/ -55 Door -Yes Sidelite -No NCrL -210- 1905 - 1,2,3,4,5,61 maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-F1.0132-05 XO /OX Single w /Sidelites 0/5 Opaque Door Glazed Sidelite 6'0" x 6'8" +55/-55 Door Yes Sidelite NO NCTI -2W -l905- 1,2,34,5,6 Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail -MA FL0132 -05 OXO Single Single w /Sidelites 1/S Opaque Door Glazed Sidelites 9'0" x 6'8" +55/ -55 Door-Yes Sidelites-No NCLL2101905- 1,2,3,4,5,6 Maximum Panel Size: 3'0" x 6'8"/Sidelite: 30" x 61" Anchor Detail-MA FL0132 -05 OXO Single w /Sidelites 0/S Opaque Door Glazed Sidelites 9'O" x 6'8" +55/ -55 Door -Yes Sidelites-No NCFL -210- 1905 - 1,2,3,4,5,6 Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA- FL0132 -05 OXXO Double w /Sidelites I/S Opaque Doors Glazed Sidelites 12'4" x 6'8" +55/ -55 Doors -Yes Sidelites-No NCrL -210- 1905 - 1,2,3,4,5,6 Maximum Panel Size: 3'0" x 6'8 "/Sidelite: 3'0" x 6'8" Anchor Detail- MA- PL0132 -05 OXXO Double w /Sidelites O/S Opaque Doors Glazed Sidelites 12'4" x 6'8" +55/ -55 Doors -Yes Sidelites-No Ncrt-210 -1905- 1,2,300,6 M871mum Panel Size: 3'0" x 6'11 "/Sidelite: 3'0" x 6'8" Anchor Detail-M641,0132-05 National Accreditation & Management Institute, Inc./11870 Merchants Walk Suite 202/Newport News, V Te1- 757.594.8658/Fax 757.594.8659 NAMI AUTHORIZED SIGNATURE: 606 0000. • .•.. • • 000. 000000 •0.000 • • •0•••. • NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation 1955 Fowls Road West Chicago, IL 60185 Certification No.: Certification Date: Expiration Date: Revision Date: NI006115 -R2 Page 4 07/29/2005 12/31/2010 12/18/2008 Product: Metal -Edge Steel Opaque Inswing or Outswing Door w/ and w/o Non - Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: TAS 201- 94/202 - 94/203- 94/ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. TIIe tbi'tificatlon label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for Ong within• • • • • NAMI's Certified Product Listing at www.Namlcerdficatlon.conn. NAMI's Certification Program is accredited by The ,American National Sti v arits Instiiat! ; ✓ANSI). ...... • .•..•• • • 000000 000000 • Configuration Inswing or Outawfng Glazed or Opagne Maximum Size Design Pressure Pos/Neg Missile Impact Rated Test Report,NM er . • • • • • • Drawing • 11umher & • • • • . Commants • • . • • . • • X Single I/S Opaque 3'0" x 8'0" +48.3/ -483 Yes NC FL.210-)4 19h; 3 5,6 • • • ' Maximum Panel Ss3;W.x 8'4" • Anchor Detail Fh013.3 -05 . • X Single O/S Opaque 3'0" x 8'0" +48.3/48.3 Yes Ncrt,- 210-1986 - 1,2,3,4 5 6 • - ..... Maximum Panel Site: 3314 8'0" Anchor Detail MX X.013 -05 ; ...: • XX Double 1/S Opaque 6'0" x 8'0" +48.3/ -483 Yes NM -210- 1980 - 1,2,3,4,5,6 • Maximum Panel Size: 3'0" x 8'0 /Sidelite: 3'0" x 8'0" Anchor Detail-MA-H.0133-05 XX Double O/S Opaque 6'0" x 8'0" +48.3/ -48.3 Yes Nczl. -210-1980- 1,2,3,4,5,6 Maximum Panel Size: 3'0" x 8'0 "/Sidelite: 3'0" x 8'0" Anehor.Ddni1- MA- FL0133.05 XO /OX Single w /Sidelite US Opaque Door Glazed Sidelite 6'0" x 8'0" +48. 3/483 Door -Yes Sidelite-No NCTL- 210-1980 - 1,2,3,4,5,6 Maximum Panel Size: 3'0" x 8'0 "/Sideiite: 3'0" x 8'0" Anchor Detail-MA-F1.0133-05 XO /OX Single w /Sidelites O/S Opaque Door Glazed Sidelite 6'0" x 8'0" +48.3/48.3 Door -Yes Sidelite-No NCTL- 210 - 1980 - 1,2.3,4,5,6 Maximum > or ^- Ali'O"/S13 3'0" x 8'0" OXO a w /Sidelites I/5 Opaque Door Glazed Sidelites 9'0" x 8'0" +48.3/ -48.3 Door -Yes Sidelites-No NCTL -210 -1980- 1,2,3,4,5,6 Maximum Panel Anchor size: 3'0" x 8'0 "/Sid te: 3'0" x 8'O" Anchors -MA PL0133 -85 OXO Single w /Sidelites O/S Opaque Door Glazed Sidelites 9'0" x 8'0" +48.3/ -48.3 Door -Yes Sidelites No NCn 210 -1980- 1,2,3,4,5,6 Maximum Panel Size: 3'0" x 8'o "/siaelfe: 3'0^ x 8'0^ Anchor 17 7- MA- FL0133-05 OXXO Double w /Sidelites VS Opaque Doors Glazed Sidelites 12'4" x 8'0" +48.3/ -48.3 Doors -Yes Sidelites -No NGTI,- 210 -1980- 1,2,3,4,3,6 Max n'nn' Anchor size: 3'0" x 8'o ^i/133- 0:3'0" x 8'0" Anchor Detail -MA PL0133 -05 OXXO Double w /Sidelites O/S Opaque Doors Glazed Sidelites 12'4" x 8'0" +48.3/ -483 Doors Yes Sidelites -No NLTL210- 1980 - 1,2,3,4,6,6 Maximum Panel Size: 3'0" x 8'0"/Sidelite: 3'0" x 8'0" Anchor Delatl Detail-05 National Accreditation & Management Institute, Inc./11870 Merchants Walk Suite 202/Newport News, VA 23 Te1- 757.594.8658/Fax- 757.594.8659 NAMI AUTHORIZED SIGNATURE: •••• • • •••. 00000 • • • ••.•• • •••••• • • NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 Certification No.: Certification Date: Expiration Date: Revision Date: N1006115 -R2 Page 5 07/29/2005 12/31/2010 12/18/2008 Product: Metal -Edge Steel Glazed Inswing or Outswing Door w/ and w/o Non - Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: TAS 202- 94/ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. Tile eet•Wicaton label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been•appreved for *Mg withifi' • NAMI's Certified Product Listing at www.Namicerlification.com. NAMI's Certification Program is accredited by The American National Stin,d14 Insti 1SI)..... • . • Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure Pos&Neg Missile Impact Rated Test Repolat amber Drawing Number & • • • • • • 1 Comniants • • • • • X Single 1/S Glazed 3'0" x 6'8" +50.5/ -50.5 No NCTL -21O- 18933.1.7.3,4,5,6 • • • Maximum Panel S�+:'3•Q"St 61" • • • • • Anchor Detail- 141K- FL0134 -05 • X Single O/S Glazed 3'0" x 6'8" +50.5/ -50.5 No NCTL-210- 189Z12W;405,6 Maximum Panel Silo: 3'0 "7c 6'8" •••••• nchor Detail-MA-FLOW-05 • XX Double US Glazed 6'0" x 6'8" +505/ -50.5 No NCTL210- 1897 - 1•13,43,6 • • ••••• Maxinnm Panel Size: 3'0" x 6'8" • Anchor Detail-MA-H.0134-05 XX Double 0/S Glazed 6'0" x 6'8" +50.5/ -50.5 No NCT4210- 1897 - 1,2,3,4,5,6 Maximum Panel Size: 3'0" x 6'8" Anchor Detail -MA-Fi 0134-05 XO /OX Single w /Sidelite VS Glazed Door Glazed Sidelite 6'0" x 6'8" +50.5/ -50.5 Door -No Sidelite -No NCTC -210- 1897 - 1.2,3,4,5,6 MA- WL0115l16/17/18/19f2Ot21 -02 Maximum Panel Size: 3'0" x 6'8" Anchor Detml- MA- FLO134-05 XO /OX Single w /Sidelites O/S Glazed Door Glazed Sidelite 6'0" x 6'8" +50.5/ -50.5 Door -No Sidelite -No NCTL -210- 1897- t,2,3,4,5,6 Maximum Panel Size: 3'0" x 61" Anchor Detail- MA- FLO134-05 OXO Single w/Sidelites 1/S Glazed Door Glazed Sidelites 9'0" x 6'8" +50.5/ -50.5 Door No Sidelites-No NCfl -210- 1897 - 1,2,3,4,5,6 Maximum Panel Size: 3'0" x 6'8" Anchor Detail- MA- FL0134-05 OXO Single w /Sidelites O/S Glazed Door Glazed Sidelites 9'0" x 6'8" +50.5150.5 Door -No Sidelites -No NC 1,210 -1897- 1,2,34,5,6 Maximum Panel Size: 3'0" x 6'8" Anchor Detail- MA- FI0134-05 OXXO Double w/Sidelites 1/S Glazed Doors Glazed Sidelites 12'6" x 6'8" +50.5/ -50.5 Doors -No Sidelites -No NCTL210- 1897 - 1,2,3,4,5,6 Meat Panel Size: 3'0" x 6T' Anchor Detail- MA- FLO134 -05 OXXO Double w /Sidelites 0/5 Glazed Doors Glazed Sidelites 12'6" x 6'8" +50.5/ -50.5 Doors -No Sidelites -No NCTL-210- 1897 - 1,2,3,4,5,6 Maximum Panel Size: 3'0" x 61" Anchor Detail- MA- FL0134-05 National Accreditation & Management Institute, Inc./11870 Merchants Walk Suite 202/Newport News, VA 23606 Te1- 757.594.8658/Fax- 757.594.8659 NAMI AUTHORIZED SIGNATURE: • • • • •••• • • • • • •••••• • • • } 4 M • NOTICE OF PRODUCT CERTIFICATION Company: Masonite international Corporation 1955 Pawls Road West Chicago, IL 60185 Certification No.: Certification Date: Expiration Date: Revision Date: NI006115 -R2 Page 6 07/29/2005 12/31/2010 12/18/2008 Product: Metal -Edge Steel Glazed Inswing or Outswing Door w/ and w/o Non - Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: TAS 202- 94/ASTM E330 The (°Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The t eflificatiori •.. • label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been appraved foe t tg within • • NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Stand ids InstiM (ANSI). s" • •' • •••••• • • •••• Configuration Inswing or Outswh� Glazed or Opaque Maximum Size Design Pressure Pos&Neg Missile Impact Rated TestReport•Number •.. - • Drawing 1Wusbe, & ••• • • • ° Comnsents • •' • X Single US Glazed 3'0" x 8'0" +431 -45 No NCIL-210-1887•749I10111,12 4 Maximum Panel nu: 3101x 8'0" • ' • • • Anchor Detail-MA-n(435-05 -05 ,, • • X Single O/S Glazed 3'0" x 8'0" l +431 -45 No NC L-210- 1887& 8,9,18# 1,12 Maximum Panel Size:3'01c 8'0" •••••• Anchor Detail MA FIA135 -05 ' XX Double US Glazed 6'0" x 8'0" +431 -45 No NCfir210-1887- 78,9,10,11,12 Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA- FL0135 -05 XX Double O/S Glazed 6'0" x 8'0" +43/-45 No NCTG210- 1887 - 7,8,9,10,11,12 Maximum Panel Size: 3'0" x 8'0" Anchor Detail -MA -FW 135 -05 National Accreditation & Management Institute, IncJ11870 Merchants Walk Suite 202/Newport News, VA Te1- 757.594.8658IFax- 757.594.8659 NAMI AUTHORIZED SIGNATURE: •••• • • •••• • ••.•• • 00000 • Florida Building Code Online • BCIS Home I Los • t► orJ1Mu r y PLANKING`" •r 'HOUSING &•CUh,1fu UNITY ' EINERGt N l as` MANelr;EMENrr; 3rF`IaF pi- FIE: SFC,RJ TAF{Y., _. •• • s Regitra�on: I:ot Topics 1 Submit mit Surcharge I Stats & Facts Publications • • • ••• ••• • 5-6 on S Page 1 of Product Approval USER: ileUi°er ••• s• P • • • ••• •• • • • • • • • • Product Approval Montt > ftroduct 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 FL8022 -R1 Affirmation 2007 Approved FBC Staff ;DcAPROGRArfi3 CON"T Crucf BUS Site Map Links Search Town and Country Industries, 400 West McNab Road Ft. Lauderdale, FL 33309 (954) 493 -8551 tomj @tc- alum.com Tom Johnston tomj @tc- alum.com Thomas B. Johnston 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970 -9999 tomj @tc- alum.com Miami -Dade County Building Code Compliance Office 140 W. Flagler Street Miami, FL 33130 (305) 375 -2960 BCCO@ miamidade.gov Shutters Storm Panels Certification Mark or Listing Miami -Dade BCCO - CER Standard TAS 201 -94 TAS 202 -94 TAS 203 -94 Year 2004 2004 2004 http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDgt3J23TJ5ekE0bBWx4f9relpFYer ... 5/4/2011 Florida Building Code Online • • • • • • • • • • • •• •• • • • • • • • • • Certified By . i • • • • • • • • • • • •.• • • • • •.• • • • • • • • • • • •• • •• • • • • • • • • • • • • • • • • .• • • • • • • • • • •• •• • • • • • • • • • • • • • ••• ••• •• ••. •• • • Documentation fCor6 atpio 'ear tvai iop df • Validation Entity • Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Page 2 of 1 affirm, that there are no changer ir, the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Yes No N/A Method 1 Option A 05/16/2008 05/16/2008 11/04/2008 Summary of Products FL # Model, Number or Name Description 8022.1 .050 and .0615 Aluminum Panels Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +/- Other: For design loads and spans refer to attached installation instructions Certification Agency Certificate FL8022 Ri C CAC .050miamidadenoa.odf FL8022 R1 C CAC .060miamidadenoa.pdf Quality Assurance Contract Expiration Date Installation Instructions FL8022 R1 II .050miamidadenoa.pdf FL8022 Ri II .060miamidadenoa.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Eva luation- Reports Created by Independent Third Party: Back Next Department of Communfty Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 914 -8436 © 2000 -2010 The State of Florida. All rights reserved. Privacy Statement f Coovrioht Statement I Accessibility Statement I Plua -in Software 1 Customer Service Survey I Contact Us Product Approval Accepts: Eg 111 http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDgt3J23TJ5ekE0bBWx4f9re1pFYer ... 5/4/2011 MIAMI COUNTY • • •• •• • • • • • • • • • ••• • • • ••• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• • • • •• •• • •• • •• •• • • BUILDING CODE CO1'.Cd.NCE BIS�'IC%tBCC ®) • • • • PRODUCT CONTROL DIVISION NOTICE OF AGcE1';I'� :(NDA) • Town & Country Indus: �• : :.. •. • 400 West McNab Roetd FL Lauderdale, Florida 33309 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375-2908 www.buildinacodeonline.com. 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 0011l 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 05 -353, titled " 0,050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton- Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. bearing theMiami- Dade - County I oduc Con l- 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 LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the 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 & renews NOA # 03- 0421.13 & consists of this page 1, evidence submitted pages E-1 and E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. o'l_ NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 Page 1 • • • • • • ••• •• •• • • • • • •• •• • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • Town & C o u n i n j ► Ina gtf , Iv . . ' : • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .. • • • •• ••• •• EVIDEN.C44 $UBit jID.k PREVIOUS APPROVAL #00- 0809.03 1. A. ;0;0 • • • • DRAWINGS:' • • 1. Drawing Number 00 -159, titled " 0.050" Aluminum Storm Panel", sheets 1 through 6 of 6, prepared by Knezevich & Associates, dated August 1, 2000, last revision #1 dated October 26, 2000, signed and sealed by V. J. Knezevich, P.E. B. TESTS: 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Test Report No. CTC 00-028 dated 06/28/2000, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS: 1. Comparative Analysis and Anchor Analysis, dated 07/12/2000, pages 1 through 56, prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E. 2. Comparative Analysis, dated 10/26/2000, pages 1 through 3, prepared by Knezevich & Associates, Inc., signed by V. J. Knezevich, P.E. D. MATERIAL CERTIFICATION: 1. Mill Certified Inspection Report of coils, for Aluminum Alloy 3004 -H34 by Jupiter Aluminum Corp. with physical properties. —2. Cdr ijd- ensile 'Test Report by Certi eeT Testing Laboratories, Report No. CTL- 592F dated 06/26/2000, for Aluminum Alloy, signed and sealed by Ramsh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03- 0421.13 A. DRAWINGS 1. Drawing No. 03 -259, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. E -1 �H A. Makar, , P E. Product Control Examiner NOA No 05- 0713.03 Expiration Date: 11/1612010 Approval Date: 0211612006 • Town & Conmtlrf andusia�i .Vie.. 71, ' :NOTICE Ot AeCEPTANCE: EVIDENCE SUBMITTED •• ••• •• D. QUALITY ?UR:MIC 1. By Mihfni -Ddde County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 05 -353, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton - Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated June 15, 2005, 39 pages, prepared by Thornton - Tomasetti Group, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. MATERIAL CERTIFICATIONS 1. None. E -2 WaV ly� !1/(si2 H elmy A. Maker, P. E. Product Control Examiner NOA No 05-0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 ) LABEL LOCATION t 2,02" C- 1.05" (TYP.) 2.02" 1.05" MIN. • TY, 00 1.17'' 2.02" .07: it 2.250 1/4 -20 MACHINE EW 12" 0.C.ISTUD DIRECTION MAY-. BE REVERSED) o 0 5" YP. 1/4 -20 MACHINE CREW 12" 0.C.ISTUD DIRECTION MAY---1, BE REVERSED)' • 0 .091" TYP. y 2 32 06 {;5 I': 2 22 0" I E� F A g •••• d O•HEADER O "V' HEADER 38 allnD°oUT 9A HEADER (� STUD ANGLE SruD ANGLE • ... • $ , • S ALE : 3' a 1' -0" SCALE + 3" = 1' -0" SCALE + 3" 0 1• -0" `/SCALE + 3" = 1' -6" • SC�1 F•+ 3" = 1' -0" O n 0 • • .376" .376" ••_.815 ^.. ••• •• •• • 3.99985" MAX. .190 .190 T1 • • • 8 • • .563 "• .060" .00" MAX. 2.250" .094" T SEE NOTE No. 10 OSTORM PANEL SCALE + 3" a 1' -0" 1/4 -20 MACHINE 125" TYP. SCREW (812" 0.C.ISTUD .375" R DIRECTION MAY - , BE REVERSED)] at o 1 11 N .215 1.00" MIN. 14.632" 5.00" MAX. .0 1525" 4)� .090" � .4v 1 611i'221 ,.215'1' 90" 1 060" .090" SEE NOTE, No. 10 6.000" COVERAGE 8.332" 18 HALF STORM PANEL SCALE : 3" = 1' -0^ .094 .0' L02 375" • 2.000'1, 2.020" 2.00" MIN. 5.00" MAX. 250" 2.00 "! SYM. .315" R 41), SIUD ANGLE O ANGLE ®C TRACK (FINISH) fir;), C -TRACK O BUILD-OUT F-TRACK SCALE =3" = 1' -0" SCALE = 3" =1' -0" SCALE + HALF SIZE SCALE : HALF SIZE SCALE : HALF SIZE Q NUR ACA E W O T 2. DESftpigNMpOT.q. yU%HM E�1yip05A07I011e- -hE V�FGApC� oER �CgASo�18.6LW�NAp5SU�S�ED FSEOR WOODp�LpAE6(�5NCTC��wi 3. t�TT+H�EE�DEEVgqEL CppIaaTyyY .T5p1NpCAUCMC�O�R�DgANCpEE 6WIETTH(TUHENAGNOpATAN AG CODER O OOVEERNfNO 4. FORSSITEPSPEGPIO APPLICATIONAOP THIS SHUTTER SYSTEM.CLUDE INFORMATION S. COMPLY Y WITH CHAPTER 61015 -23 T ED HE 7 OR 7. 1THE APOPKIVALISOC OR ADDIOTIONSS i0 THESE APPROVAL DOCUMENTS WILL VOID 8. BUILDING OFFICIALOCUAMYEOiJNTSSCTEONET TFOLLOWINO OPTIONS= CUMENTS, THE AI U E7gTN' T S E • q. ENgryipp' pApLppL �U`�IBeMDy1jT�.11p�' ED 1 "p� 4@ pT�A p�NI,EppSI �pC'pICNgDIp'IppTOL g�E pUIpL1D'DEl P�p CAL BW)) T HAT CAm Tl��MI�AE -p�1 teECpOC UC NUTIV5. rRHO�DU7C �O7EC {O�NTyRO�LPpOgI7VISIHOUNRiRpCA" ZONE AREA..}}S OIRtri 55OPSS7I11{{OOPII "TEP/ALL BEgqACOCFEPp IEDEBNYp TpHE�1B.{UEILDpIND LO, FWF�IIC'I�{AL. F. j'PtMUMTOP ONEIN RKIN[iLPEREPANEL�AND SHALLEBE PERMANENTINf kABELED A LOWS+ TOWN FYIu t, }rt 1,;x, Di[ SS gg{MIAM1 -(*U6" .1114L4 1"'t;7;;1 {13 APPpRLOUV.EI�D��1y (,��y H H 10.P}"aoR IMPAMUH I THBall5 ANO MECHOANQAL PROPERTIESi4 NOMINAL 0.050 11. ALL EXTRUSIONS SHALL SE g810663L- T66EACLpUMINUM ALLOY. U.O.N 12. ALUNIMUM TENSILE ST NGTH OF160 K.SJLV wE0 OR STAINLESS STEEL WITH 13.kOCT.trai °U"SHEAOER MUUNTINQ CSNDITION OHY WHEREAAPPLISAB LE, EXCEPT J w 8. E 0 w N E ®'P TRACK SCALE =HALF SIZE > " I- Qa -I SIDE `"' __. -_- ---- LAN UNT 2i __ - -_ -- - -- VIEW ysa 'i° 5, Nam Lmax., SEE STORM PANEL SPAN �• SCHEDULE - TABLE 1 TYPICAL HORIZONTAL ELEVATION SCALE. 1/4" 0 1' - 0^ WIDTH LIMI D (PERPENDICULAR TO PANEL SPAN TYPICAL SECTtO S' TOP MOUNT PLAN. VIEW \ 5" 1.655" .440" • 0.. •••• • � O "r•L•• •••• �- %� ° } .08" J °•1 •i(DRRA5,"666 %T6ALUM)••••• 2.00" ), LOPTIONAL �,�•,' • • • LEG DIRECTION (ZAMACH ALLOY) • . WHOLE ®'P' ANGLE - TRACK O WING NUT ( RAPIER SCALE + HALF SIZE SCALE = HALF SIZE • SCALE H ALF SIZE FASTENER (D 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & (6! • • 8" O.C. FOR DESIGN LOADS GREATER • • • THAN 110 P.S.F. (SEE ANCHOR SCHEDULE • • - • FOR ANY ACCEPTABLE ANCHOR) 1/4" MAX. - MA o+,x.,. • • • • • 315 "• M ELEVATION / ,.6500 A / 1(E�IfW1 SLOT MOUNT SCALE: 1/4" a 1' - 0" 15 "• 1/4" MAX. XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. TRAP MOUNT CLOSURE DETAIL SHUTTER OVERLAP SHALL BE A MINIMUM OF 1.5 TIMES THE SIDE CLEARANCE BETWEEN THE SHUTTER AND WALL ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. ALUM. ANGLE UILD -OUT CLOSURE PIECE DISTANCE r x 2° x 0.125" MIN. TO 2" x 5" x 0.125" MA EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. BUILD -OUT MOUNT CLOSURE DETAIL 1/4" yMAX. XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ASTENER (q] 12° O,C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & 8" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR ° SCHED. FOR ANY ACCEPTABLE f ANCHOR) w EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. WALL MOUNT CLOSURE DETAIL TYPICAL CLOSURE DETAILS (PUN) SCALE: 1 -1/2" = 1' -0" PRODUCT,REVISCD d�P�Y•NMth.Flortd• Meng Code Aee No OS- O .03' Eap41•Io• Dad 1I/L:7* • O 87 Dads Division • • • • 06/29/2005 EaTI tat rl 05-3i3 sheet 1 of 6 1 5 { s EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMIN EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 REFERENCE C CONNECTION TYPE SCHEDULE FOR MAX. SPACING EXISTING GLAZIN REFERENCE �HER SCHEDULE FOR MAX. SPACING XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING OWALL MOUNT SECTION A SCALE) 3" = 7' - 0" XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING SEE MIN. STORM PANE SEPARA FROM GL TABLE 2 L� TION GLASS u N.1��ii1 CONNECTION TYPE REFERENCE ANCHOR SCH CDU E FOR MAX. /.'\ CEILING/FLOOR MOUNT SECTION IJSCALEI3 " =1' -0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (TYP. TOP AND BOTTOM) 14" /4" MAX. a. EXISTING GLAZIN MAX. REFERENCE COC LOAN TYPE SCHEDULE FOR MAX. SPACING C2 CONNECTION TYPE REFERENCE SCHEDULE FOR MAX. SPACING —1/4" MAX. 6m aF £ 0w 0 O W W w i u w 0< J w 1/4" MAX. PTIONAL LEG DIRECTION TYPE ENCE ANCHOR DULE FOR MAX. ING „e RE SPA 1/4" MAX. C2CO NECDONTYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING ITYP. TOP AND BOTTOM) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 '� (4 MAY BE EVERSE REFERENCE CO NNOTOANNTYPER SCHEDULE FOR MAX. SPACING 1/4" MAX EXISTING GLAZIN SEE MIN. STORM PANEL TABLE 2 SEPARATION FROM GLASS EXISTING GLAZIN OPT ONAL LEG DIRECTION ©BUILD -OUT MOUNT SECTION SCALEI 3 = 1' - 0" 0 /4' MAX. STORM PANEL SEPARATION FROM GLASS TABLE 2 Bi OPTIONAL TOP MOUNTING 1/4 -20 MACHINE BOLT WITH LOCK NUT (FI 12" O.C. (TYP. TOP & BOTTOM) SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 DETAIL ©('PASS THEW SEC.) ANCHOR SCHEME V4 "O ITW (CONC.) OR MIN. (BLOCIO EMBEDMENT _ TAPCON 1 -11/4" HOH•LL•M 1/4"# POWERS CALK-IN WI 7/0" EMBEDMENT R 1/4 -20 STAINLESS STEEL MACHINE SCREW 023E 1/ 4"0x MIN. 2 -1/2" LONG W000 LAG SCREW /4" EMB MINIMUM SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN WOOD 12" 4" 7" 7" 12" THREE 1/4 "•x MIN. 4" LONG WOOD LAG SCREWS EM24" 0.C. MAX. WITH 1 -3/4" MBEDMENT INTO W000 MEMBER EMBEDMENT 2" x 5" x 1/B" x CONT. ALUM. ANGLE OR 4" x 1/4" x CONT. ALUM. PLAT 1/4" q MAX. 1/4 "61 THRU BOLTS W/ LOCK NUT @ 12^ 0.C. FASTENER, SEE DETAIL ()ANCHOR SCHEDULE, FOR MAX. SPACING TWO 2" x 5" x 1/e" CI CONNECTION TYPE ALUM. ANGLE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE DETAIL E17 a (n1 • • EXCEEDEANCHOR SCHECULE�SOPACINN1J� . USE T REMOVABLE ANCHORS ONLY W/ t(EY4OLE WASHER. LOCATE FASTENER IN RNA OW PORTION OF KEYHOLE WASHER• C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O'P TRACK/DIRECT MOUNT SECTION C SCALE) 3" = T - 0" W W aw••• a • CC 10 -J•••• tAE • • WL x1 • • • IA u • a E4•••• -1••••' •• • • • • •• • 1 -1/2' 1 -1/2" W000 ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL FACE XISTING STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. #14x 3/4" I TEK SCREW 12" 0.C. BETWEEN no TRUSSES EXISTING GLAZING OASS THRU' SECTION SCALE) 3 " =1' -0" LL 0. h k° 0 J OCEIUN MOUNT / BUILD OUT SECTION F SCALE) 3 " =1' -0" ifj „ O• •• •••• 11 • • • do • • • • • • • PRODUCT REMO *1030107312 WS the P101011 lisbilsgesde Ace9pbnoeNoO5' O ?t .D3 i, a V j Knezevich ... R UOxm 0981 06/29/20051 Al NOTED is1 Wel kola sheet 2 of 6 j • • 0 a 2 8 2 s WOOD ROOF TRUSS OR FRAMING MEMBER EXISTING STUCCO FINISH OR PLYWOOD SOFFIT - 1/2 "1 -1/2" EXISTING GLAZIN T' x 4" OR1" x 6" .062" CONT. ALUM. TUBE (6063 -76) GLASS 0 000 SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 SEE MIN. STORM 2" x 5" x 1/3" CONT. ALUM. STUDDED ANGLE W/ 1/4 -20 STUDS @ 12" O.C. NA` 1/29A 2 N, ONE 1/4"�x MIN. 5" LONG W000 LAG SCREWS 24" O.C. MAX. WITH 2-1/2" EMBEDMENT INTO W000 MEMBER TWO 1 /4 "Ax MIN. 4" LONG WOOD LAG SCREWS @ 24" O.C. MAX. WITH 2 -1/2" EMBEDMENT INTO WOOD MEMBER 14 x 3/4" TEK SCREW 12" 0.C. BETWEEN TRUSSES 0 1/4" MAX. LL zvi y0. N pan .n a 2.1 g, J a N REFERENCE iIO C SCHEDULE FOR MAX. SPACING EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING OBUILD -DOWN / BUILD -OUT SECTION G SCALE= 3" s, 1' - 0" EXISTING CONCRETE, HOLLOW BLOCK 014 WOOD FRAMING J O aF El II--J N= L Win N= u ID "z EE< n• N C1 CONECAN N E SCHEDULE FOR MAX, SPACING more USE OF DETAIL SHALL BE IN CONJUNCTION WIM AN • h • HEADER OR • U • READER TOP MOUNT rA C-TRACK ASSEMBLY - INSIDE MOUNT NZ/ SCALE= 3" m 1' - 0" led EXISTING GLAZIN CS V4" WOOD LAG E SCREW OR 1/4" ELCO - MALE/FEMALE PANELMATE REFERENCE SCHEDULE FOR MAX. ANC ISHOR TING SPACING WOOD FRRAMIN CONT. 3" x OR 4' x W000 FRAMING REQUIRED m 4 ' EMBEDMEN ta TWO 1 /4 "•x MIN. 4" LONG STAINLESS STEEL WOOD LAG SCREWS 80 24" 0.C. MAX. WITH 1 -3/4^ MIN. EMBEDMEN IN CENTER OF STUDS 2" x 6" P.T. CONT. WOOD BLOCKIN O�(UNWBUILD -OUT MOUNT SECTION SCALE. 3" = 1' - 0" =1/4" MAX. 1 /4 "Ox MIN. 2 -1/2" LONG STAINLESS STEEL WOOD LAG SCREW (p1 12" O.C. W/ 1 -3/4" EMBEDMENT INTO WOOD BLOCKING TWO 1/4 "0x MIN. 4" LONG STAINLESS STEEL WOOD LAG SCREWS 18 24" 0.C. MAX. WITH 1 -3/4' MIN. EMBEDMENT INTO EXISTING STUDS 1 "x4 "x1 /B" x CONT. ALUM. TUBE 14 x 3/4" TEK SCREW (A 8" 0.C. 1/4" MAX. • • • • EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT /4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD /16 "1.0.AND 1/2" 0.D. x 3/167 MINIMUM NYLON 1/16" BUSHING OR 1/4 -20 MIN. NUT (GALVANIZED) OC-TRACK ASSEMBLY - (BLOW UP) L SCALE= HALF SIZE USECIOR 6E WITH 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125° SQUARE SCREW HEAD • • • 1 ,,�� •: •• NNECI1ON TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OBUILD- OUT/FLOOR MOUNT SECTION SCALE. 3" - 1' - 0" 1/2" 0.D. x 1/4" LD. 3/16" NYLON BUSHING OR 1/4 -20 S.S. NUT (TY INAL LOCATION OF STUD M C TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. to •••• • • •••• •••• • • • •• • • •••• • • • • • • •• • • • • •• • PRODUCT REVISED ID I:0110 ft Obslffi Foals Bidding Code A6 6NoOJ-O 3.03 Dote 10 • • • • • • • IIJf.1!r - d i g Oc 01 ;fit • • •••1 1 0 V • • • • • • V J Knezevich vfetmtenel Engineer N. License No• OM 4 v! 06/24/2005 AS NOTED rm'Ittai 05 353 sheet 3 of 6 • E th r7 • s • L EMBEDMENT EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 XISTING W000 FRAMING CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. w� Z a 0. o I UI wu x2 Ep 1/4" MAX. W a 1- 1/4 -20 S.S. BOLT & NUT @) 11" 0.C. 2"x5 "x1 /8" CONT. ALUM. ANGLE O oNNEaWN TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING XISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING O WOOD CEIUNG/ INSIDE MOUNT SECTION SCALE. 3" • 1' -0" 1/4 -20 S.S. BOLT & BOLT & WINGNUT @ 24" O.C. (TYP. ENT PLTE STEEL A OR2 "x2 "x1/8" 6063 -T6 ALUM ANGLE EXISTING BAY WINDOW 1/4 -20 S.S. BOLT & BOLT & WINGNU @I 24" O.C. (TYP. 20 GAGE STEEL BENT PLATE OR2 "x2 "x1 /8 6063 -T6 ALUM BENT PLATE 4" MAX. 1" OVERLAP al 'TYPICAL CORNER CLOSURE DETAILS (PLAN) SCALE: 1 -1/2" • 1' -0" • EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING 1E". 2" 2 ". 2 "I x 0.055" 6063 -T6 2 ". 4" ALUM. TUBE 2 "x 5" CONNECTION ANCHOR SCHEDULE FOR MAX. SPACIN EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING NON - STRUCTURAL FINISH MATERIAL BRICK OR W000 TYPE REFERENCE AN MAX. ...SCHEDULE SPACING 1/4" MAX. -1/4" MAX. EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING b � I1 "x 2" 2 ". 2" 2 ". 4" x 0.055" 6063 -T6 ALUM. TUBE 2 ". 5" WAIL MOUNT SECTION SCALE, 3" • 1' - 0" CI CONNECTION CN HER SCHEDULE FOR MAX. SPACING 5" LONG HANDLE RIVETED TO PANEL PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE TI-115 BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE 1/4 -20 x 1" MACHINE SCREW STUD WITH 12" Q C RCONNECTSUT TO ADJACENT PANEL WALL MOUNTED 5" x 2" x 1/8" x CONY. STUDDED ANGLE (SEE SECTION T( Ct CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN W2-1" IE NOTCHES" (TYP. BOTH SIDES) 4 a w O W to a N Z a •aa • •Z • • It • ••� ••• W W • • • • EXISTING GLAZIN =1/4" MAX. 1/ 14X. 1C4 CN TYPES EFEREN E ANCHOR . CHEDUJ E FOR MAR PA &ti • •••• • • •••• •••• • • • •• • • •••• • •••• •• • • • • •• • • Q 3. b• 0 • • ••• • 0 Og •NON - STRUCTURAL • • • • ! 2 EXISC RE FINISH MATERIAL (5) WALL MOUNT / BUILD C EEOUTT SECTION ∎J SCALE, 3 "= 1'- 0" OOPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. HOLLTIW BLOCK 3/8 "• HOLE FOR FASTENING PANEL (TAAX. PANEL NEIGHf - 7' - 4" & MAX. DESIGN LOAD *72.00 P.SF.) 0 INTERIOR FASTENING ANGLE ASSEMBLY SCALE. 1 -1/2" • 1'-0" .RELAH4 &(Tl NOTE: THESE DETAILS DEPICT THE CONNECTION OF THE LAST PANEL INSTALLED FROM INSIDE. U PANELS OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "h" HEADER OR "U" HEADER TOP MOUNT. PRODUCT' REVISED pImp tiswd6 Dads &Mb* Code Etpba � Wi['�.W 0ID ,• L..••110 i .[J. • • 06/29/2005 �.r AS NOTm Wel rr•.:t�.i 05-3B3 ( sheet 4 of 6 ) 8 0 W ANCHOR SCHEDULE FASTENOR MAXIMUM SPACNG ONONOIRSOUIRED PORVAIO 5 DESK= NABS AND ANCHOR TYPE ANCHOR TYPE LOAD IW) P.S.F. MAX. MIM. r ®GE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 6' -0" on NGIE 1) SPANS UP TO 8' -8" NEE NOTE 1) SPANS UP TO 12•_0•• (SEE NOTE 1) SPANS UP TO 6' -0" NEE NOTE 1) SPANS UP TO 8' -8 • NEE NOTE 1) SPANS CONNECTION C1 12' NEE (SEE C2 -0" Komi) NOTE C3 UP TO TYPE 3) C4 CS (SEE NOTE 1) CONNECTION ME Cl C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 NEE NOTE C2 C3 TYPE 3) C4 C5 CONNECTION (SEE NOTE C1 C2 C3 TYPE 3) C4 C5 CONNECTION (TN 01 C2 NOTE C3 TYPE 3) C4 C5 14 , �no,,,,,,,,,itiptni,o W rppCp�y W 1/4/0 ITN. EMOENENT t_... .c �•::b 3li� � 43.0 14 14 14 14 14 14 14 14 12 10 14 14 8 7 7 14 14 14 14 14 14 14 14 12 14 14 8 10 9 50.0 14 14 14 14 13 14 14 12 10 9 14 14 6 6 14 14 14 14 14 14 12 12 10 14 14 �4 9 7 72.0 14 14 12 10 9 14 14 5 7 6 14 12 3 -I1 � vv1 1 �° E G 7'EEL 1//:- OA E CA W 4 14 14 12 12 10 14 6 8 7 14 12 • 6 5 84.0 14 14 8 50.0 HH 14 14 4 11 5 14 12 3 5 4 14 14 9 10 9 14 4 7 6 14 ®� 6 5 150.0 14 12 3 14 12 3 4 14 12 3 5 4 14 12 3 6 5 12 3 6 5 14 ® ®YiTTa ®QL 6 5 • C • ,3 i anaal,iV,mmm 50.0 ii 14 14 12 84.0 rAVIM 14 7 7 7 12 12 iiimmmmmmmmmommcIoo ®maMm000mm la 84.0 1414 5 7 6 ©o© 10 414 MN 3 3 150.0 9 7 / 4 3 9 7 x• Ir' 7 4 3 ®WAMO/,M %O //M /VAMPA/MMEI© //© ©A�C,�D %©©0� % ©© CONCRETE BLOCK CONCREt1 • 'dllf g,1111111111tt1.? •'ti■EEI5u ltu11 v--- p/F�pL •PC MAL rE• 1 /4 -20 /I 7 3 dt.. .f.. ,C;•., 313 ®i ®® ®® ®®® 12 12 12 ©mm 9 10 8 ®®O0U®®®® 6 12 12 12 12 ®W 12 ®®®®®R7!•m11 12 12 12 10 12 �R1ii2ii 66� 9 ii7ii 50.0 12 12 12 72.0 12 9 10 8 12 12 4 7 5 HIM 4 12 12 12 12 10 12 5 8 7 12 12 3 6 5 Lila® ®000®®©0©DUr CIff©© 14 14 14 14 ®�M©©®EI�i 14 14 14 14 14 14 UUE3DODIDEE477 © ©®®©R1©aG7®©LI©®®©L'i�J 14 14 14 14 l�t7 ®©Uu®®©�01©! 7 14 14 14 14 9 14 •�" ® 14 43.0 1/4"0,Z2 RENT FLEX outugop,sj,00yamo 50.0 14 14 14 14 14 14 14 12 14 14 14 = 14 14 14 14 1 14 14 14 14 6 12 84 0 14 14 8 12 10 14 14 4 8 14 12 14 14 74 12 1 14 70 74 13 4 9 150.0 14 12 3 7 6 14 12 3 7 - 14 12 . 14 13 9 7 14 13 9 14 13 4 9 imi,u,dnNhuuiH,,,,,,- / E�Cp �ppCpN Y V2' MN. EMeEOM A7 ttt,3, oP,g,I,OpNOg7p 43.0 14 14 14 14 12 14 14 10 10 13 13 14 14 14 14 14 14 13 • 14 14 5 9 50.0 14 14 14 13 10 14 14 6 9 11 11 14 14 14 13 14 14 : 11 14 14 4 8 72.0 14 14 6 9 7 11 11 3 6 8 6 14 14 11 9 14 14 7 10 8 5 84.0 14 14 4 7 6 9 9 5 8 6 r 14 14 9 7 12 12 6 10 8 5 150.0 8 6 4 3 8 6% 4 8 6 10 8 5 4 10 8/ 5 10. 8 5 �tuunutti1\1111 Ill,a 1/4 °m IT T a1 /-V4 "M.ai. ENT 43.0 14 14 14 8 6 70 10 5 7 7 14 14 10 8 12 12 7 9 9 5 50.0 13 13 13 7 5 9 9 5 6 6 14 14 8 7 10 10 6 7 7 �A 4 72.0 9 9 3 5 4 6 6 3 4 3/ / 10 10 6 4 7 7 4 5 4/ 3 �8l4.0 EC 7 7 A 4 3 5 5/ 3/ 4 3//a9 9 5 4 6 6 3 4 5 4/ 3 ©© PAriM0 ©0WM©©rArAM©0r ©MEM©O ©M© ©M©V 4IERM • �I,.�a; 11 IMEINO ZAffrO %rAMOV OAUN Z/i192%A000 ZO OQDDIZIER©'M©©©©V©A. ©©ENLI© ©© ©© MOM 4q 1174-1,4,, t"` W 1C2C1rA %M MOMM %M 07,(40 ©© 'a©r6 HGn©M MOi©'&035 •!T_, ,'v: 301Ut111111Wr- 430 12 12 12 10 8 12 12 7 11 11 5 12 12 12 11 9 12; 12 8 6 12 12 3 5 •inlia 111pu116.= 50.0 12 12 12 8 7 12 12 6 10 10 4 12 12 12 10 8 12 12 7 5 10 10 5 4 4 y,/ _ m tM W V4- 2W11gHF1E, 8 84.0 12 12 3 5 4 8 8/ 3 7 5/ 5 3 12 12 4 6 4 8 5 4 3 7 5/ 0 3 3 Ul 150.0 7 5 3 7 5/ 3 7 3/ 7 5 3 3 7 3 3 7 5 3 3 43.0 14 14 14 14 11 14 14 ' 9 12 12 7 5 14 14 14 14 11 14 14 9 8 13 13 7 5 50.0 14 14 14 12 9 14 14 . 8 . 11 11 6 4 14 14 14 12 9 14 14 - 8 6 11 11 6 4 1 /4 °W�T FL¢X 84.0 13 13 4 7 5 9 9 4 8 6/ 4 3 13 13 4 7 5 9 9 5 4 8 6 4 3 150.086 4 3 8 6 4 8 6 0 4 3 8 6 4 3 8 6/ 4 3 8 6/ 4 3 iihthitiww,,,,thRyte, 43.0 14 14 14 10 8 11 11 7 8 8 5 4 14 14 11. 13 10 14 14 9 7 10 10 3 6 5 50.0 13 13 13 9 7 9 9 6 6 6 4 3 14 14 14 11 8 12 12 7 6 8 8 5 4 14!)," O EIC O T PCppryry W 72.0 9 9 3 6 4 6 6 4 5 3/ 3 12 12 4 7 6 8 8 5 4 6 4/ 4 3 4 MIN. JAPE S% 84.0 8 8 5 4 5 5/ 3/ 5 3 3% 10 10 3 6 5 7 7 4 3 6 4 4 3 150.053 3 5 3 3/ 5 3/ 3 6 4/ 4 3 6 4 4 3 6 4 4 3 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (NICHES) REQUIRED FOR VARIOUS DESK80 LOADS AND SPANS ANCHOR TYPE LOAD (W) P.S.F. MAX. On NOTE 1) NON 3/4 EDGE DISTANCE SPANS UP TO 6' -0" NEE NOTE t) SPANS UP TO 8' -8" (SEE NON 1) SPANS UP TO 12•-O" (SEE Nam 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE NOTE C2 C3 TYPE 3) C4 C5 CONNECTION (S88 Cl C2 NOTE C3 TYPE 3) C4 CS WOOD 2" MIN. 43.0 14 14 14 13 12 14 14 14 9 8 14 14 9 6 6 30.0 14 14 14 11 10 14 14 14 8 7 14 14 7 5•t8 ��rrlltl,qq��/,6E6�,OO CC��11tt{{,,/pppp�,,NN 05 0`450W00 46 • 72.0 14 14 14 8 7 14 14 6 5 5 14 14 4 •i, 6 14 4 •4 M. �4 3 50 0 14 14 4 4 14 14 4 -I1 � vv1 1 �° E G 7'EEL 1//:- OA E CA W 43.0 14 14 147 ��ff A�%l��Yn�.•d�(�- 13 �� / f��077rmor • 9 3 /4' 50.0 14 14 14 72.0 11 11 4 //01311 � Ifi L1 V 19 43.0 14 4, A KIEWIM[�LLOCI(�EW�1•A�W�y•M�.• ®mmiil�L'i• ®CiLA3:J {�Y1�..i ®YiTTa ®QL • tl I,11111111U101> W - 7. ' l.' • - V412g 6" •� _• • 50.0 14 14 14 12 84.0 14 14 7 7 7 12 12 la 84.0 1414 5 7 6 10 10 414 MN 3 3 150.0 9 7 / 4 3 9 7 x• Ir' 7 4 3 • ANCHOR NOIESS: • • Ere S R ira f ht NOk • • 2. NOR TPE D EC E STDSLH C EXISTING • • • • •ACHY ANEDGDIANCE. EE DESIGN ATR AN 0 EQUAL OR TO NEGATIVE IV SDESTER SPAN ON SHUTTER AND SELECT SPAN GREATE 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE OTYPREFEREN ANHORSCU FOR PROPER ANCHOR BLOCK BASED N E OF EXISTING STRUCTURE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE OISTANCE EXCLUDES WALL FINISH OR STUCCO. MIWARY 7 V. FIELD VERIPYy THAT FASTENERS WE I'M AOEQUATE W000 FRAM NG MEMBERS SIURE PLYWOOD. FASTENING 70 PLYWOOD IS•(�UACCEPTABLE ONLY E 8 SHALL SEE LOCATED N C ETAS E OCR NOMINAL FRA ING.MWOOD STUD STUD. LNBE PHILLIPS PAN CN P§ AD OR HEX HEAD ATER DENSITY.LAG SCREWS SHALL HAVE 9. BASE ANCHOR AND MAYLHAVE EITHER A PAN HEAP. TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. • • • • • • • • • • • • • • 10. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 11. 1E DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. C7 °ip 06/29/2005 AS NO1101 Wel 05 -353 Sheet 5 of 61 da■ 06/29/20051 a • ) 9 • •m T A APOSITIVE • L E 2 MINIMUM STORM PANE. SEPARATION FROM GLASS DESIGN LOAD (N (P.S F) ACTUAL SPAN (L) (FT - IN) COLUMN 1 COLUMN 2 MIN. SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 40.0 8 -8 3 2 -1/4 10 -6 5 3 -3/8 50.0 8 -8 3 2 -1/2 9 -10 5 3 -1/4 60.0 8 -8 3 2 -3/4 9 -5 S 3 -1/4 70.0 4 -0 3 1 -1/2 8 -8 3 3 9 -0 5 3 -1/4 80.0 4 -0 3 1 -1/2 8 -4 3 3 90.0 - 4 -0 3 1 -1/2 7 -9 3 2 -3/4 100.0 4 -0 3 1 -1/2 7 -3 3 2 -1/2 110.0 4 -0 3 1 -1/2 6 -9 3 2 -3/8 120.0 3 -0 3 1 -1/2 6 -4 3 2 -1/4 B 2 1. WIND LOADS BOTH THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2.1FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION (MAY BE USED TO DETERMINE ALLOWABLE SPANS. e_ „moo i wa i - rs. 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. T A 8 L E 1 MAX. ALLOWABLE STORM PANEL SPAN SCHEDULE POSITIVE OR NEGATIVE DESIGN LOAD (P.S.F.1 40.0 SPAN FOR NEG.SPAN FOR POS PRESSU P ESSURE (FT - II. • ;- IN) •• • 45.0 12•_0" 10' -4" •••• • 50.0 10'.-.810 • • • •,' -9'• 55.0 60.0 10' -2" •►••9' -6" 62.0 9' -9 "• 90-3" •••• • • • •• • 65.0 70.0 72.0 75.0 9' -4" • • • • 118• -11" 9. -0" •' • • 68 • -7.. 8•_11•• 8. -4" 80.0 8' -3" • 74116" 90.0 7•_4" • d' -8" 100.0 110.0 120.0 6' -7" • • 6•0" •• 6' -0" 5' -6" 5' -0" 130.0 S' -1" 4' -7" 140.0 4' -8" 4' -3" 150.0 4' -4" 4' -0" 160.0 4' -1" 3' -9" 170.0 3' -10" 180.0 3' -8" 3. -4" 190.0 3'_1" 200.0 3' -0" 210.0 3' -1" 2' -10" 220.0 3' -0" 2• -8" 230.0 2•_10" 2' -7" MONICA REVISED a.eo-mpl•ftbd•lkt Bonn Case Azarptswe . 0 -0 1/417.t.,- Nam .: Ithislaa • •••• • • •• • • • • •• • • • • • • • • 0. O a,. AS F.Dflldr. ° 011 rawer 1 w; u..; m. 05-353 sheet 6 of 6 1 ••. • •'.•1 • • •.• ••. .. • • • • •' • .•. • • ••• • • • . • • •• •• •• • 00 • •• •• •• • • •• ••• •. •• • • •• • •• •• • • •• •. • • .•• • •• • • • ••• D f r 'ribr �iam fe arr GARAGE DOORS WORST CASE SCENARIO DESiGtT gRESS"iiRr.CH•\1tT, ENCLOSED BUILDINGS 2007 FLORIDA BUILDING € 1! IA$C E ?415). : DADE COUNTY FLORIDA.. • ; ; ' •' : :. • • • • 146 MPH 3 -S ECOND Door ;Width GUST Door Height Mean Roof Height WIND SPEED, Design Pressure EXPOSURE Door Width C Door Height Mean Roof Height Design Pressure Positive Negative Positive Negative 1 8 7 15 +41.3 -51.9 8 8 15 +40.9 -51.1 i 9 7 +41.0 -51.2 9 8 +40.6 -50.4 16 1 7 7 +39.2 -47.7 > 16 8 +38.8 -46.9 + 18 8 +38.5 -46.2 8 7 16 +41.8 -52.5 8 8 16 +41.4 -51.7 9 7 +41.4 -51.8 9 8 +41.0 -50.9 l 16 7 +39.7 -48.2 16 8 +39.3 -47.4 18 7 +39.3 -47.5 18 8 +38.9 -46.7 8 g 7 17 + 42.3 -53.1 8 8 17 + 41.9 -52.3 7 + 41.9 -52.4 9 8 + 41.5 -51.5 16 7 + 40.1 -48.8 16 8 + 39.7 -48.0 18 7 +39.8 -48.1 18 8 +39.4 -47.3 8 7 18 +42.8 -53.7 8 8 18 +42.4 -52.9 ' 9 7 +42.4 -53.0 9 8 +42.0 -52.1 16 7 +40.6 -49.4 16 8 +40.2 -48.5 18 7 +40.2 -48.6 18 8 +39.8 -47.8 8 7 19 +43.3 -54.3 8 8 19 +42.8 -53.5 9 7 +42.9 -53.6 9 8 +42.5 -52.7 16 7 + 41.1 -49.9 16 8 + 40.6 -49.1 18 7 + 40.7 -49.2 18 8 + 40.3 -48.3 j 8 7 20 +43.7 -54.9 8 8 20 +43.3 -54.1 9 7 +43.4 -54.2_ 9 8 +42.9 -53.3 16 7 +41.5 -50.5 16 8 +41.1 -49.6 18 7 +41.1 -49.7 18 8 +40.7 -48.9 8 7 21 +44.1 -55.4 8 8 21 +43.7 -54.6 9 7 +43.8 -54.7 9 8 +43.3 -53.8 16 7 +41.9 -50.9 16 8 +41.5 -50.1 18 7 +41.5 -50.2 18 8 +41.1 -49.3 8 7 22 + 44.5 -55.9 8 8 + 44.1 -55.0 9 7 + 44.1 -55.1 9 8 + 43.7 -54.3 ( 16 7 +42.3 -51.4 16 8 +41.8 -50.5 18 7 +41.9 -50.6 18 8 +41.4 -49.7 8 7 23 +44.9 -56.4 8 8 23 +44.5 -55.5 9 7 +44.5 -55.6 9 8 +44.1 -54.7 16 7 +42.6 -51.8 16 8 +42.2 -51.0 18 7 +42.2 -51.1 18 8 +41.8 -50.2 8 7 24 +45.3 -56.9 8 8 24 +44.9 -56.0 9 7 +44.9 -56.1 9 8 +44.5 -55.2 16 7 +43.0 -52.3 16 8 +42.6 -51.4 18 7 +42.6 -51.5 18 8 +42.2 -50.6 8 7 25 +45.7 -57.4 8 8 25 +45.2 -56.5 9 7 + 45.3 -56.6 9 8 + 44.8 -55.7 € 16 7 + 43.4 -52.7 16 8 + 42.9 -51.8 18 7 + 43.0 -51.9 18 8 + 42.5 -51.1 obi Notes: 1) Design pressures calculated using calculation procedures listed in ASCE 7 -05. 2) Pressures assume the entire door's width to be in the end zone (zone 5) of the building. 3) Calculated based on enclosed building, any roof slope. 4) Importance factor 1.00, residential application. 5) For mean roof heights less than 15', use 15' pressures. 6) Most garage door openings will not be located completely in zone 5. Therefore individual calculations will result in lower pressures. 7) Table to only be used in conjunction with Amarr Garage Doors. PO Box 288 • Winston - Salem, North Carolina 27102 -0288 165 Carriage Court* Winston - Salem, North Carolina 27105 Phone (336) 744 -5100 • Fax (336) 744 -5815 www.amarr.com MIAMI.DADE COUNTY • ••• • •• •• • • • • • • • • • • • •. • ••• •• .•• • • • • • . ••• •• •. • • • • • •• • • •• ..•• • • • • • • • •. • • • .. , . • • BUILDING CODE COMPLi� 4c b • FFICL (BCCO) PRODUCT CONTROL DIVISION • • •• •. • • • • • ••• ••• • „ ••• NOTICE OF ACCEItAgCEn * Amarr Garage Doors. : % : ' • : : : • • 165 Carriage Court •• • • Winston - Salem, N.C. 27105 •• • • • • •• 7 )7p4et 64ratffe Poo r- MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 375 -2908 www.miamidade.aov/buldinacode 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: Model 950 Heritage 1000, 2000 Short, Long and Flush Panel. APPROVAL DOCUMENT: Drawing No. IRC- 9516- 175 -26 -I, Sheets 1 through 2 of 2, titled "Model 950 Heritage 1000, 2000 Short Panel, Long Panel, and Flush Panel ", dated 02/28/07, with last revision dated 09/13/07, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shehnerdine, P.E. Bearing the Miami -Dade County Product Control Revision stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large & 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 # 07- 0619.01, and consists of this page 1, evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 07- 0928.10 Expiration Date: September 06, 2012 Approval Date: November 22, 2007 Page 1 Amarr Garage Doors. • ••• •• •0 ••• •• • ' •'• • • . • • •• • • • • • • • • ••• • • ••• • • • • • • • •• • • ••• •• '. • • • 0 • • • • • NOTILIE'O1? AC EPTANC' • • •EVIDENCE SUBMITTED A. DRAWINGS • • . • :" •" 1. Drawing No.'H2C#161115- i-I,:Seheets t through 2 of 2, titled "Model 950 Heritage 1000, 2000 Short P e1, g'I net, anc Ftush'Panel ", dated 02/28/07, with last revision dated 09/13/07, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, PE. B. TESTS 1. Test report on Large Missile Impact Test per FBC TAS 201, Uniform Static Air Pressure Test per FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS 203 for a 16' x 7' Sectional Steel Garage Door, prepared by American Test Lab, Inc., Report # ATLNC 0328.01 -07, dated 05/08/07, signed and sealed by David W. Johnson, P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subject to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by ETC Laboratories, Report # ETC -03- 816 - 13287.1, dated 07/15/03, signed and sealed by Joseph L. Doldan, P.E. C. CALCULATIONS 1. Calculations prepared by Structural Solutions, P.A., Project 07 -018, dated 04 /18/07, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATION 1. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Report # HETI- 07 -T681, dated 04 /19/07, signed and sealed by Candido F. Font, P.E. F. STATEMENTS 1. Code compliance and no financial interest letter issued by Structural Solutions, PA., dated 06 /06/07, signed and sealed by T. L. Shelmerdine, P.E. 2. Notice of Acceptance request letter issued by Amarr Garage Doors, dated 05/15/07, signed by Danny Joyner, Applications Engineering Manager. G. OTHER 1. NOA revision request letter issued by Amarr Garage Doors, dated 09/20/07, signed by Danny Joyner. E -1 /oft1 /61 Carlos M. Utrera, P.E. net Control Examiner NOA No 07 -0928.10 Expiration Date: September 06, 2012 Approval Date: November 22, 2007 •1 '4 • • • • TYPICAL TOP FIXTURES N.T.S. 204128 HINGE ATTACHED V/ (4) 0/4' x 3/4• HEX HEAD SCREWS TYPICAL DURASAFE CENTER HINC£. N.T.S. SEE (TABLE 1) ON PAGER FOR RECOMMENDED SECTION C0*TGURAT120 32/4'MN sr- it STIIP 110.0.111613 FLEXIBLE SEAL (SUPPLIED BY INSTALLER) ED A GALV. STEEL END STILE ATTACHED WITH C7) TOG-L-LOC TO COORS SKIN AND 00) 029 -L-LDC AT THE TOP AND BUTTON RAIL m 20 A CENTER STILES ATTACHED WITH GD 1:16- 1-LOC_ AT THE TIP AND BOTTOM RA/. ARID AMESIVE TO 1N1ER102 FACE 1/4-00 x 51B/TRACK SPLICE BOLT AND NUT HER JAMB BRACIET 5 1/214 X 113 R-TA VERTICAL JAMB DESIGN LOADS +380.0 LEIS/FT -418.0 1.13S/FT EP0E00E= AB3' TRACK MOUNTING DETAIL N.T.S. INTERIOR OF GARAGE —91 MAX. WIDTH 18b• 111111111111111111 SEE 1901E 2 ON PAGE 2 0/16• x 1 5/8• LAG SCREW KD PER JAIO BRACKET 2' 10 BALL STEEL HURRICANE ROLLER V AND (8)(* 7/16• BOLT RETAINER USED FOR NON THREADED SHAFTS PER INTERMEDIATE ROLLER 24 GA (NRL) Errant SXW •/ G-40 GALVANIZATION BAKED ON PGS..YESSER 14 A DURASAFE 042 MICE ATTACHED V/ (2) 1/4' x 3/4' HEX HEAD SCREWS 5 1/214x18 GA (s' R- TRUSS) ATTACHED W/(6) 1/4' X 3/4' HEX HEAD SCREWS CONT. VERTICAL JAMB 2X6 SOUTHERN YELLOW PINE OE. 2 0 BETTER) WOOD BIDCK BEHIND EACH END STILE (0) PER SECTION 1-1/2• x 2 -5/8' x 20 -1/2' (21• SECTIMM 1 -1/2• x 2 -5/8' x 17 -1/2' CID. SECTIONS) 20 A GALV. STEEL UNIVERSAL DOUBLE END STILE ATTACHED WITH (2) RIVETS OR 100 -L-LDC TO EOM SKIN AT Tap ANN B➢TMOI 20 GA UNIVERSAL STILE 1400. DURASAFE MILLER CARRIERS ATTACHED TO DID STILE V/ C3) 1/4' x 3/4' HEX HEAD SCREWS PER CARRIER SLIDE LUCK ENGAGES INTO VERTICAL TRACK ON BOTH SAS 5/8' 1Di ENGAGEMENT =sumo 16 Sf'BC 3603 -2. (SNAP LATCH, HR ROCK BAR tIPTOI1 L) ATTACH V/(2) 1/4' x 3/4" NE( HEAD SCREWS TYPICAL DURASAFE END HINGE O N.T.S. 11 14 A ROLLER CARRIER ATTACHED W(3) 1/4• X 3/4' HEX HEAD SCREWS AT EACH DDIIOLE END STILE ON Barron SECTDN 2. 10 SALL STEEL ES N ROLLER Y AND (D 7/16• BOLT RETAINER USED FOR NON THREADED SHAFTS ON BORON SECTI(x1 3• RIGA. STRUT ATTACHED V/(D 1/4' X 3/4' HEAD SCREWS AT END AND EACH CENTER STILE 13 0 TYPICAL BOTTOM BRACKETO N.TS. swum 26. 00N0 Ma( AT2 W/(3) I/4' X 3/4' HER HEAD SCREWS WOOD JAMB ATTACHMENT TO STRUCTURE 13 DA 041113 290(RC1AL FIX4URE ATTACHED V /(4) 1/4' 8 3/4' HEX HEAD SCREWS AT EACH END STILE (4'E x � ATTAISED 1p. BOLT NUTS TOP SECTOR) 5 J.V, % 18 A (8' R-7RIS9 4112 STEEL R -TRUSS SECTION 4. (3) 1/4' 1N CENTER OF 442*11 V/ SCAMS AT EACH ENDS 101 SCREWS AT EAOI END STILE RAID UNIVERSAL SALE AND F CO TER R SEAR SCREWS 1/4 x 3/4' *1 AT EACH CENTER STILE 1 1. •••• HIE • • � • 14A •••• • • •••• • • •••••• •• • BEY • • • •••••• •• • 5 11214 x 18 A (1) PER SECTOR( • Cr 6-1�p� (L8LV. STEEL. *TRUSS ATTACIED7 /(S) 1/4' x 3/y ••9 •• 1E2 HEAD SCREWS AT EACH • • END S0.• OOP= AT END STILE am T• cENIER slits • • • • • •• • 20 St •q• PANE • • • p alms ISM HEAD 3Rl, • �• • • • • N.T. 7 X 6 VFRIICAL JAHR ATTACHMENT 711 RYK1A FRAME 00811111122 0/18' X 3' LAD SCREWS STARTING 8' FROM ENDS THEM 18' 0.2. (1 1/4' EMBEDMENT) 2 X 6 VERTICAL MAR ATTACHMENT 1Y1 11100 PV (004 1202 HLT BM BOLT 3/8" X 4" STARTING 6' FROM ENDS THEN 24. 0.0. (2 1/2' EMBEDMENT) N0.11 SLEEVE ANCHOR V/8" X 2 -3/4• STAR71H0 B' FROM EKG THEN 12' O.0. (0 1/4' EMBEDMENT) MA/RAMSET REDHEAD (TRU -BOLT) 3/6" X 4" STARTING 8' FROM ENDS TEN 20" R0. (2 1/2" BASEMENT) Z X 8 VERTICAL JAL41 ATTA4'IMRNT TO 0 -90 R1008 HLT SLEEVE 60404M4 3/8' x 2 -3/4" STARTING r FROM EMS TEN 12" O.C. (N 1/4' EMBEDMENT) (3' APART) TAP'ON 1/C X 2-3/4' STARTING 6" FROM ENDS, USE PARS OF FASTENERS (3' APART) AT 9' oz.° 1/4' EYBEDENT) HAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FW94 MOUNTING SURFACE "PREPARATION OF MC JAMBS BY OTHERS 06216711611 @506 &MUER. 4. .. • 00 8T 616 A 44211 TEE BOO R PAE 2 1-3-01 •••••• • • • ••P••• • • 000000 • • AMMO IOW 811.1MIE 9-13-07 MAX BRIE 18'x141 DEEM LOADS +47.5 PSF -22.0 PSF LARGE ASSES IMPACT RESISTANCE (6:;(7 16s cARR10GE (ONT WINSTON- SALEM, NG 27100 V WANARRCO1 MODEL 950 BEREPAGE 1000. 2000 Short Psn(1L Long Panel, and Flush Panel 9ff B' WANE SE 0810 MAP 0E060 Of EC BALE op O ME MAKER IRC-9516-115-26-1 D79EER DN46 L 9L*28O PE CE NA 0341579 9@T 1 122 44e 1 • z SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD , TRANSFERRED FROM THE DST. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +380.0 LBS/FT & -418.0 LBS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED. MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.022) LIN. EXTERIOR SKIN ROLLED FORMED, 0-40 GALVANIZATION W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO 7'0' HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 5.5' R -TRUSS PER SECTION 6. DOORS OVER (4) SECTIONS REFER TO TABLE 1 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIN) LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS 8. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURES DESCRIBED IN ASTM E330 -02, ASCE 7-02. AND FLA.. BUILDING CODE PROTOCALS TAS 201. 202. 203 WTI) LOAD DESIGN CRITERIA. 9. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE cur FROM EACH COIL 6110 TENSILE TESTED ACCORDING TO AS1M E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR. THE MANUFACTURER SHALL MAIL TO THIS OFFICE A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 37200 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. 13 GA. FLAG BRACKET ATTACHED TO JAMBW/ (3) 5/16 DIA X 1 -5/8' LAG BOLTS AND TO TRACK V/ (4) 1/4' -20 x 5/8' TRACK SPLICE BOLTS AND NUTS I SPLICE TRACKS AT THIS LOCATION :r - SPLICE 1/4' -20 TRACK SPLICE SOTS 6 NUTS '�. DE TO JAM WITH (31 8/16' DIA. x 1-9/8' LAG BOLTS =NE TABLE 1 DOOR HEIGHT SECTION HEIGHTS Btm 0 13 0115 46 0 18" 18" 18° 18" 18" 18" L ® ®� 18" 18" 18' KLEAti t= fiftWOMMArs.160] IA= MI E �x18" I�1q�8'°,�®18"L L 18" ®EMMEMI LON Malice • MIMEO= j rtr ii0 18" IM=IM #8 13'6" 12'6" 116" 10'6" 9'6" 8'6° 6'6" 21' 18" 18" 21 TABLE 2 DOOR TRACK ATTACHMENT HEIGHT A B C D E F G H I J K SPLICE L MN S _ N3 1M�� ®LiE E 68" � I• MCA RAM" WM 14' F ��S 38" 48° 58" 88" LMEM MIN NM 38" 48" 58" 88" L 88" �y ©'•�LI®py^ '36"t��*4�6' 56° 68"s� 78° �q88" X10,0' p =; UM •SIT° " 5101 ° G�',c'.'Yd I MIAL�. t ""..'-_. ks� *' �'' " El Cilia 38" 48" 56" 68" L0 100" E =WPM El MI 38" 48" 58" 68" L4 81?: �100" Xi a9'�7 122" �M��y��rq�qy°� Qom 38' 48' 56" 68" m 88" 100 EU 122" le��I 8' 9' 10' 88" 100" 112' 11' 12' 13' 124" 136" 14' 3° 14" 27" 38" 48" 58" 68" 78" 88'b ) P14" 122" 134" 1,.. 160" SEE (TABLE 2) FOR JAMB BRACKET SPACING CO 9/16' DIA. x 1 -3/8' LAG BOLT ATTACHED TO JAMB AT EA JAMB BRACKET 12 GA GALV. STEEL JAMB swan ATTACHED V/ 0) 1/4'-20 x' TRACK SPLICE BOLT 6 tor GLAZING OPTION DETAIL N.T.S. •••• INTERMEDIATE SECTION GALV STEEL INTERIM IMPACT VINDW FRAME 333' GALV STEEL EXTERIOR IMPACT WINDOW FRAME ry ca �ppTN�p 24 GA STEEL DOOR SHEN N1IH,4D PBV 8/TFID.ANATEDD GL /0 13 GA. GALV BRACKET ATTACHED W%(4) 1/ x 3/ HEX HEAD 5 1/2' 1826. R -TRUSS ATTACHED W/ (H L4' 41 3/41EX HEAD SCREWS ATEACH END STILE 11 TO' SECTION STANDARD TRACK CONFIGURATION FDR 6'6' UP TO 14' TALL DOORS !U.S. HINGE SCREWS ,1!!!. 0. @1 20 GA x 2 sir z so I/8' 1 _ EMIDSRLE ATTACHED Y/ GD AND BOTTOM OF SECTION TOP C:737� 2 3/16' X 1/8' SCREW - USED TO STkYL TO� MIE WDOOV FRAME TD SURE11@O S1 -180 AOESIVE 1 2)/64' X 1/2' SCREW - USED TO FASTEN DECORATIVE PLASTIC MOLDED Y O HALL STEEL WHIM FRAME TO TIE ASSEMBLY HURtD'A>E ROLLER SECTION 12-9 IMPACT WINDOW DETAIL W/05' STEN MD GO NJ5. 7/16' BOLT RETAINER USED FOR NON THREADED SHAFTS PER INTERMEDIATE ROLLER MTS LOW HEADROOM TOP FIXTURE )B LOW HEADROOM TRACK OPTION • N.T.S. • • DIAAC= GLAZING.'ASTENWQ DETAIL •"LT.S •••••• AET 06121614I O MOBS • DAIS BY ••••• • • • •••••• • • •••e•• • • ••••• • • 00000 000 • • • • • •••••• • • SEED 011E SDI 8 SZE2 7-3-61 86 OREDIM NOD *2115 NOIE 6 -13-07 810 MAX SZE 16'x14' DESIGN LOADS +47.5 PSF -52.0 PSF LARGE 1A551E �STTANCE 1415 moms 50X21 '*041131 -SKEIN. RG 67ID3 WY*N*2 t0OI MODEL 950 HERITAGE 1000, 2000 Short Panel, Long Panel, and Flush Panel 92E B DWI BY 9O at ova/or 00 BY lw 5011E 0//x7 ow 80 RF9516- 175 -26-1 DOER ND86l9UISSE PA TIC NIA OWN 9EET 2 Or 2