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WS-08-779Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 08/11/2008 Inspector: Grande, Claudio Owner: NETKIN, ROBERT AND MELISSA Job Address: 1266 94 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)965 -5110 Parcel Number 1132050100170 Lot: Phone: (954)792 -4415 Building Department Comments REPLACE 14 IMPACT WINDOWS AND 1 DOOR Passed Inspector Comments CREATED AS REINSPECTION FOR INSP-89529. CREATED AS REINSPECTION FOR INSP- 85511. CREATED AS REINSPECTION FOR INSP- 82758. WINDOWS AND DOOR CC 5/28/08 Not ready for inspection, broken glass in 1 window. CG 7/16/08 3rd time out for inspection, no one home, rang door bell 5 different times and no answer. No one home @ 2pm. CG 7/9/08 2nd time out for inspection and its not ready, no permit available for inspection CG. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, August 8, 2008 Page 1 of 2 608 u {C�. If Wbolovd Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. V V S0 1 1c1 Master Permit No. BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building LIA APR 2 9 21g6 BY: Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) (P1,4012 (T. tie-1- V 1 ti Phone # Owner's Address 12 ( (o toe cl y r City kAA u tiM State -- Zip 75 i ") Tenant/Lessee Name Phone # Job Address (where the work is being done) RA* is Ce N G Cl"4 S r City Miami Shores Village County . Miami -Dade Zip 331.� FOLIO /PARCEL# I1 -32, QS- ®)0 - OD0 Is Building Historically Designated YES NO Contractor's Company Name . . OLt) 4 efc), )04,4 Phone # C54 -70 t' f Li 15 Contractor's Address . r' °) 0 5.' 3o City 1 l UIJ00 c State —K.. Zip 33 '317-- Qualifier Name l tv.4 4AA431,40 .S ) [ M.Q t) Phone # State Certificate or Registration No. L & . L 0 (P) ' ' `I C) Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: Describe Work: DAddition (-e I et ❑Alteration Square / Linear Footage Of Work: fNew 5 Repair/Replace ❑ Demolition ,r- ******** * * * * **** * **** * * *** * * * ** * * * * * * ** ees* * * ****** *, * * *,r * * * * * ***** * * ** ** * **** *** ** ** Submittal Fee $ Permit Fee $ Notary $ — Training/Education Fee $ Scanning $ IS. OD Radon $ Bond $ Code Enforcement $ Structural Review, $ CCF $ O CO /CC Technology Fee $ (Q. Zoning $ DPBR $ MAY t 5 2008 C Kci toz. MIAMI SHORES VII LL CE otal Fee Now Due $ 2.8() n See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of comp encement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also edified copy of the recorded notice of commencement must be posted at the job site for the first inspec ' .• n which occurs (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not b proved a '%reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before m" ee this day of _ , 20 ©?', by a2 i 1 Q,T I'4; t•3 tir who is pens s ally known to me or who has produced As identification and who did tall an oath. • '+nm ; • • NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Contractor The foregoing instrument was acknowledged before me this day of /4),( t t , 20C by 4)641 AL044CiS (L0°0 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: s Print: My Commission Ex • Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY Mme' BE POSTED ON THE 106 SITE AT TIME OF FIRST NEFIrlIZN PERMFTNO4502 9 TAXFOUONO. Il- 32ca3- Ci®- 000 STATE OF FLORIDA COUNTY OF MIAMI -DADS THE UNDERSIGNED hereby gives noticethat improvements will be made to certain real property, and in accordance with Chapter713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal description of property and street/address: tt q fa u... 'fit 331- 2. Description of improvement Uti i v (Doi" 5 1 111111 11111 111111111111111111111111111111111 CFN 2008R0356845 OR Bk 26355 Ps 0311; ( 1ns) RECORDED 05/01/2008 09:26:38 HARVEY RUVINv CLERK OF COURT MIAMI -DADE COUHTYp FLORIDA LAST PAGE 3. Owner(s) name and address: Lo Pie Interest in property: Owbi ✓ Name and address of fee simple titleholder. vber ) )f.\-% i w Luk 3313 4. Contractor's name and address: 5. Surety: (Payment bond required by Name and address: Amount of bond $ 6. Lender's name and address: Florida Home - Improvement Assoc. r{b1n SW 30th Ave. Y4. <<S i Vv -. b X owner from contracto tly CERTIFY that this is , r'opy of the original :ded In t ce on ' AdAdA AMFAMFAWIVIWP BY 7. Persons within the state of Florida designated by Owner upon whom notices or othe •.cuments may be served as provided by Section 713;'t ?„ Florida Statutes, Name and address. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this N different • =' is, fled) Stature of Owner Print Owner's Name (LO Sworn to and subscribed Commencement: (the expiration date is 1 year from the date of recording unless a Notary Public Print Notary's Name My commission expires: 113_01 -39 8104 PAGES te,,,-1-- pt,-1-111; / Prepared by before me this �� day of A off• °°��'•�P� • 2O0'? °.•,�., Q®0 Address: A\ ', °°°. s s� + °♦o °, ti,`�4 µ4b �oe�� °°®® • ♦ te,° ° ®° ° t-HA 44PAIL-Z4 Ida Horne- Improvement Assoc. H©llyweods FL 33312 Miami Shores Village Building Department Date: VOS 10050 N.E. 2nd Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- DR - Job Name: Building Critique Sheet Page 1 of 1 Provide Design Pressures for all openings to receive new windows /doors or hurricane shutters. Pressures can be obtained from the 2004 FBC Tables 1609.6.2.1(2) & 1609.6.2.1(4) or by a signed and sealed Wind Load Chart prepared by a Professional Engineer or Registered Architect. Claudio Grande CBO 305- 795 -2204 Miami Shores Village Building Department 10050. NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 PERMIT #; V D-711 RECEIPT DATE: NEk Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (othe Address: avd covnevAls lacoco or-+ 3], . From the building department on this date in order to have corrections done to plans And/or get County stamps. I erstand that the plans need to be brought back to Miami Shores Village Bu' artment to continue permitting process. Acknowledged by: PERMIT CLEARK ITIAL: RESUBMITTED DATE: 5NO PERMIT CLEARK INITIAL: I 10 VT° • Dp By. PROPERTY LAYOUT • CUSTOMER NAME: NG---NW ,12,9pcn,7 4070 SW 30th Ave Hollywood, FL 33312 Broward: 954-792-4415 Dade: 305-545-4469 MRH: 261 AION/ $-ale's ZIP: 33/3g kViLada..! • w ••••• • • • • • •�; iLLCTUISAL DESIGN • • •• - • e • e • ••• • • • • ••• TABLE 1609.6.2.1(2) • • , A • • • • • + • • • ETC • MPONENT AND CLADDING), p,, (Exposure B h =030 feeftpP I 1.0) • For SI: 1 foot = 304.8 rum, 1 degree = 0.0174 rad, 1 mile per hour = 0.44 m/s, 1 pound per square foot = 47.9 N /ni. Note: For effective areas between those given above,-the load is permitted to be interpolated, otherwise use the load associated with the lower effective area. ZONE EFFECTIVE WIND AREA • BASIC WIND SPEED V (mph -3- second gust) • • 85 90 100 110 120 130 • : 140 • ) • 150 170 Roof 0 to 7 degrees 1 10 5.3 -13.0 5.9 -14.6 7.3 -18.0 8.9 -21.8 10.5 _ -25.9 12.4 - 30.4 • 1 e -15. i6.t a5.: (4075 039.4 •21 1 198 -52.0 -50.7 1 20 5.0. -12.7 5.6 -14.2 6.9 -17.5 8.3 -21.2 9.9 -25.2 11.6 -At 15.4• -4$ 1 50 4.5 -12.2 5.1 -13.7 6.3 -16.9 7.6 -20.5 9.0 -24.4 10.6 -28.6 12.3 -33.2 14.1 .. •• -38.1 e• 18.1 -48.9 _ 1 100 4.2 -11.9 4.7 -13.3 5.8 -16.5 7.0 -19.9 8.3 -23.7 9.8 -27.8 11.4 -32.3 13.0 -37.0 16.7 -47.6 2 10 5.3 -21.8 5.9 -24.4 7.3 -30.2 8.9 -36.5 10.5 -43.5 12.4 -51.0 14.3 -59.2 16.5 -67.9 21.1 -87.2 2 20 5.0 -19.5 5.6 -21.8 6.9 -27.0 8.3 -32.6 9.9 -38.8 11.6 -45.6 13.4 -52.9 15.4 -60.7 19.8 -78.0 2 50 4.5 -16.4 5.1 -18.4 6.3 -22.7 7.6 -27.5 9.0 -32.7 10.6 -38.4 12.3 -44.5 14.1 -51.1 18.1 -65.7 2 100 4.2 -14.1 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4 -38.2 13.0 -43.9 16.7 -56.4 3 10 5.3 -32.8 5.9 -36.8 7.3 -45.4 8.9 -55.0 10.5 -65.4 114 -76.8 14.3 -89.0 16.5 -102.2 21.1 -131.3 3 20 5.0 -27.2 5.6 -30.5 6.9 -37.6 8.3 -45.5 9.9 -54.2 11.6 -63.6 13.4 -73.8 15.4 -84.7 19.8 -108.7 3 50 4.5 -19.7 5.1 -22.1 6.3 -27.3 7.6 -33.1 9.0 -39.3 10.6 -46.2 12.3 -53.5 14.1 -61.5 18.1 -78.9 3 100 4.2 -14.1 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4 -38.2 13.0 -43.9 16.7 -56.4 *Roof > 7 to 27 degrees 1 10 7.5 -11.9 8.4 -13.3 10.4 -16.5 12.5 -19.9 14.9 -23.7 17.5 -27.8 20.3 -32.3 23.3 -37.0 30.0 -47.6 1 20 6.8 -11.6 7.7 -13.0 9.4 -16.0 11.4 -19.4 13.6 -23.0 16.0 -27.0 18.5 -31.4 21.3 -36.0 27.3 -46.3 1 50 6.0 -11.1 6.7 -12.5 8.2 -15.4 10.0 -18.6 11.9 -22.2 13.9 -26.0 16.1 -30.2 18.5 -34.6 23.8 -44.5 1 100 5.3 -10.8 5.9 -12.1 7.3 -14.9 8.9 -18.1 10.5 -21.5 12.4 -25.2 14.3 -29.3 16.5 -33.6 21.1 -43.2 2 10 7.5 -20.7 8.4 -23.2 10.4 -28.7 12.5 -34.7 14.9 -41.3 17.5 - 48.4 20.3 -56.2 23.3 -64.5 30.0 -82.8 2 20 6.8 -19.0 7.7 -21.4 9.4 -26.4 11.4 -31.9 13.6 -38.0 16.0 -44.6 18.5 -51.7 21.3 -59.3 27.3 -76.2 2 50 6.0 -16.9 6.7 -18.9 8.2 -23.3 10.0 -28.2 11.9 -33.6 13.9 -39.4 16.1 -45.7 18.5 -52.5 23.8 -67.4 2 100 5.3 -15.2 5.9 -17.0 7.3 -21.0 8.9 -25.5 10.5 -30.3 12.4 -35.6 14.3 -41.2 16.5 -47.3 21.1 -60.8 3 10 7.5 -30.6 8.4 -34.3 10.4 -42.4 12.5 -51.3 14.9 -61.0 17.5 -71.6 20.3 - 83.1 23.3 -95.4 30.0 -122.5 3 20 6.8 -28.6 7.7 -32.1 9.4 -39.6 11.4 -47.9 13.6 -57.1 16.0 , -67.0 18.5 -77.7 21.3 -89.2 27.3 -114.5 3 50 6.0 -26.0 6.7 -29.1 8.2 -36.01 10.0 -43.5 11.9 -51.8 13.9 -60.8 16.1 -70.5 18.5 -81.0 23.8 -104.0 3 100 5.3 -24.0 5.9 -26.9 7.3 -33.2 8.9 -40.2 10.5 -47.9 12.4 -56.2 14.3 -65.1 16.5 -74.8 21.1 -96.0 Roof > 27 to 45 degrees 1 10 11.9 -13.0 13.3 -14.6 16.5 -18.0 19.9 - 21.8 23.7 -25.9 27.8 -30.4 32.3 -35.3 37.0 -40.5 47.6 -52.0 1 20 11.6 -12.3 13.0 -13.8 16.0 -17.1 19.4 -20.7 23.0 -24.6 27.0 -28.9 31.4 -33.5 36.0 -38.4 46.3 -49.3 1 50 11.1 -11.5 12.5 -12.8 15.4 -15.9 18.6 - 19.2 22.2 -22.8 26.0 -26.8 30.2 -31.1 34.6 - 35.7 44.5 -45.8 1 too 10.8 -10.8 12.1 -12.1 14.9 -14.9 18.1 -18.1 21.5 - 21.5 25.2 -25.2 29.3 -29.3 33.6 -33.6 43.2 -43.2 2 10 11.9 -15.2 13.3 -17.0 16.5 -21.0 19.9 -25.5 23.7 -30.3 27.8 -35.6 32.3 -41.2 37.0 -47.3 47.6 -60.8 2 20 11.6 -14.5 13.0 -16.3 16.0 -20.1 19.4 - 24.3 23.0 -29.0 27.0 -34.0 31.4 -39.4 36.0 -45.3 46.3 -58.1 2 50 11.1 -13.7 12.5 -15.3 15.4 -18.9 18.6 -22.9 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 -42 44.5 - 2 100 10.8 -13.0 12.1 -14.6 14.9 -18.0 18.1 -21.8 21.5 -25.9 25.2 -30.4 5.3 33.5 4!. 3 10 11.9 -15.2 13.3 -17.0 16.5 -21.0 19.9 -25.5 23.7 -30.3 27.8 -35. -4 . 37. -4 . 47.6 -60.8 3 20 11.6 -14.5 13.0 -16.3 16.0 -20.1 19.4 - 24.3 23.0 -29.0 - .0 1.4 -39.4 36.0 - 45.3 46.3 -58.1 3 50 11.1 -13.7 12.5 -15.3 15.4 -18.9 18.6 - 22.9 22.2 - 27.2 26.0 -32.0 30.2 - 37.1 34.6 .5 44.5 -54.6 too 10.8 -13.0 12.1 -14.6 14.9 -18.0 18.1 -21.8 21.5 - 25.9 25.2 -30.4 29.3 - .. -40.5 43.2 -52.0 4 .. 10 13.0 -14.1. 14.6 -15.8 18.0 -19.5 21.8 - 23.6 25.9 -28.1 30.4 -33.f 40.5 -43.9 52.0 -56.4 4 20 12.4 -13.5 13.9 -15.1 17.2 -18.7 20.8 - 22.6 24.7 -26.9 29.0 - '.6 33.7 -36.7 38.7 -42.1 49.6 -54.1 4 50 11.6 -12.7 13.0 -14.3 16.1 -17.6 19.5 ,_-21.3 _ 23.2 -25.4 27.2 _ -29.8 31.6 -34.6 36.2 - 39.7 46.6 -51.0 4 100 11.1 -12.2 12.4 -13.6 15.3 -16.8 18.5 - 20.4 22.0 = 24.2 25.9 -28.4 30.0 - 33.0 34.4 - 37.8 44.2 -48.6 500 9.7 -10.8 10.9 -12.1 13.4 -14.9 16.2 -18.1 19.3 -21.5 22.7 -25.2 26.3 -29. :: -33.6 38.8 -43.2 5% 10 13.0 -17.4 14.6 -19.5 18.0 -24.1 21.8 -29.1 25.9 -34.7 30.4 -40.7 r, 1.5 -54.2 .9.6 5 20 12.4 . -16.2 13.9 -18.2 17.2 -22.5 20.8 -27.2 24.7 -32.4 29.0 -3 0 3.7 ,_ -44.0 .. = --,s.5 ..0 ,... ;.91 8.7 5 50 11.6 -14.7 _ 13.0 -16.5" 16.1 '20.3 193 -24.6 .23.2 -29.3 27. - 31.6 1 8 ,f? r • 5.'} 5 . 100 11.1 -13.5 12.4 -15.1 15.3 -18.7 _ 18.5 - 22.6 22.0 - . 25.9 - 1. 30.0 -36.7 34.4 - 42.1 44.2 -54.1 5 500 9.7 -10.8 10.9 -12.1 13.4 -14.9 16.2 -18.1 19.3 -21.5 22.7 -25.2 26.3 -29.3 30.2 -33.6 38.8 -43.2 For SI: 1 foot = 304.8 rum, 1 degree = 0.0174 rad, 1 mile per hour = 0.44 m/s, 1 pound per square foot = 47.9 N /ni. Note: For effective areas between those given above,-the load is permitted to be interpolated, otherwise use the load associated with the lower effective area. P • ••P • •• ••• P • • • • �•• • • •• •• • • • • • STRUOITUFy4L DieS • • • • • •• • e•• • 4 • ••• •• • • q•• • • •• • • • •• • • • • • • • • ; TABLE 1609.6.2.1(3) RO eOQEMHANG ICE$ DESIGN ¥ 1ND4RESSURE (COMPONENT AND CLADDING), p„ (Exposure B at h = 30 feet for 1, =1.0) (psf • • • • ZONE • • EFFECTIVE WIND AREA (sq. tt.I BASIC WIND SPEED V (mph-3-second gust) • . Ube 100 110 120 130 140 150 170 Roof 0 to 7 degrees ••.2."; • • • • t0; i i • • • -21 1 • -25.9 -31.4 -37.3 -43.8 -50.8 -58.3 -74.9 • • • 2 • •e • • • • "•20 •_ • • • e-20 t • -25.5 -30.8 -36.7 - 43.0 -49.9 -57.3 -73.6 • • •2 ••• • 50 -20'.1 -24.9 -30.1 -35.8 - 42.0 -48.7 -55.9 -71.8 2 100 -19.8 -24.4 -29.5 -35.1 - 41.2 -47.8 -54.9 -70.5 3 10 -34.6 -42.7 -51.6 -61.5 -72.1 -83.7 -96.0 -123.4 3 20 -27.1 -33.5 -40.5 -48.3 -56.6 -65.7 -75.4 -96.8 3 50 -17.3 -21.4 -25.9 -30.8 -36.1 - 41.9 -48.1 -61.8 3 100 -10.0 -12.2 -14.8 -17.6 -20.6 -23.9 -27.4 -35.2 Roof > 7 to 27 degrees 2- 10 -27.2 - 33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 2 20 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 2 50 -27.2 -335 - 40.6 -483 -56.7 -65:7 -75.5 -96.9 2 100 -27.2 -33.5 _ - 40.6 -48.3 -56.7 -65.7 -75.5 -96.9 3 10 -45.7 -56.4 -68.3 -81.2 -95.3 -110.6 -126.9 -163.0 3 20 -41.2 -50.9 -61.6 -73.3 -86.0 -99.8 -114.5 -147.1 3 50 -35.3 -43.6 -52.8 -62.8 -73.7 -85.5 -98.1 -126.1 3 100 -30.9 - 38.1 -46.1 -54.9 -64.4 -74.7 -85.8 -110.1 f > 27 to 45 degrees 2 10 -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -88.1 2 20 -24.0 -29.6 -35.8 -42.6 -50.0 -58.0 -66.5 -85.5 2 50 -23.0 -28.4 -343 - 40.8 -47.9 -55.6 -63.8 -82.0 2 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 3 10 -24.7 -305 -36.9 -43.9 -515 -59.8 -68.6 -88.1 3 20 -24.0 -29.6 -35.8 -42.6 -50.0 -58.0 -66.5 -85.5 3 50 -23.0 -28.4 -343 - 40.8 -47.9 -55.5 -63.8 -82.2 3 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 For SI: 1 foot = 304.8 mm, 1 degree = 0.0174 rad, 1 mile per hour = 0.45 m/s, 1 pound per square foot = 47.9 N /n?. Note: For effective areas between those given above, the load is permitted to be interpolated, otherwise use the load associated with the lower effective area. TABLE 1609.6.2.1(4) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE, (X ri "a f MEAN ROOF HEIGHT (feet) EXPOSURE • B C 0 15 • 1.00 t (421 .� 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 _ 1.62 1.87 For S1.40 foot = 304 *Iun.. a All tahle vaib . sllall,be adjusted for othel.,exposures an heights by multiplying by the above coefficients. 16.24R FI nom A of m nu n nnnr .+........... MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) NIIAMI -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.buldingcodeonline.com Simonton Building Products, Inc. dba Simonton Windows One Cochrane Drive Pennsboro, WV 26415 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 otketa areas where allowed by the Authority Having Jurisdiction (AHJ). • • •••• This NOA shall not be valid after the expiration date stated below. The Miami -Dade eouAty Prod:jet!ontrol •, Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade C'oI ify) resgiVe'the right to have this product or material tested for quality assurance purposes. If this proifV or material fails tcs perform in the accepted manner, the manufacturer will incur the expense of such•tg.§t g and the' J may immediately revoke, modify, or suspend the use of such product or material withintjeyr„jptisdictioq.• BORA, •.••• reserves the right to revoke this acceptance, if it is determined by Miami Dade• Cinuity PrdcaLeontrot Division that this product or material fails to meet the requirements of the applicably skiing code. . This product is approved as described herein, and has been designed to comply with the Florida Bctkkng Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 300VL Stormbreaker Plus White PVC Double Hung Window — LA]V1>. • APPROVAL DOCUMENT: Drawing No. DA0003, titled "Stormbreaker Plus Vinyl Double Hung Window NOA ", sheets 1 to 8 of 8, dated 01/26/07, with revision #3 dated 5/1/07, prepared by manufacturer, signed and sealed by Charles A. Pagen, 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 # 04- 0421.03 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • • • •••• • • • • . . • • • NOA No. 07- 0309.07 Expiration Date: August 05, 2009 Approval Date: June 7, 2007 Page 1 • Simonton Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No DA0003, Sheets 1 through 8 of 8, titled "Stormbreaker Plus Vinyl Double Hung Windows NOA ", dated 1/26/07 with revision #3 dated 5/1/07, prepared by manufacturer, signed and sealed by Charles A. Pagen, 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 2004 • • • • • 5) Cyclic Wind Pressure Loading per FBC, TA5•203.94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) arid4A6 202 -94. along with marked -up drawings and installation diagram of PVC tlblble httfg •. window, prepared by Architectural Testing Inc., Test Report No A 1 -01- 45833.02 dated 04 /14/04, signed and sealed by Joseph A. Reed, P.E. .. • .. • • . ; . • • • • • • • • • • C. CALCULATIONS • • • ' • 1. Anchor verification calculations and structural analysis, com 1•' +with Ffl• 4, . •. dated 1/26/07 and revised on 5/11/07, prepared, signed and sealed by Charle'.¢! . • • Pagen, P.E. •• • Complies with ASTM E1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0421.02 issued to Solutia, Inc. for "Saflex IIIG" dated 01/08/04, expiring on 05/21/06. 2. Notice of Acceptance No. 00- 1212.04 issued to E.I. DuPont DeNemours for "Dupont Butacite ® PVB" dated 02/15/01, expiring on 12/11/05. F. STATEMENTS 1. Statement letter of conformance, dated January 26, 2007, signed and sealed by Charles A. Pagen, P.E. 2. Statement letter of no financial interest, dated January 26, 2007, signed and sealed by Charles A. Pagen, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0421.03, issued to Simonton Windows for their Series 5500 Storm Breaker PVC Double Hung Window, a, 'roved on 08/05/I • expiring on 08/05/09. 111 1/1 l E -1 Manuel Pe Product Control er NOA No. 07 - .07 Expiration Date: August 05, 2009 Approval Date: June 7, 2007 B A 4 3 17 2 4 SIMONTON' W I N D O W S 1 COCHRANE AVE. PENNSBORO, WV 26415 PH. 800 -426 -2249 STORMBREAKER PLUS 300VL IMPACT RESISTANT VINYL DOUBLE HUNG WINDOWS GENERAL NOTES: 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE'HVHZ OF FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE PROPERLY ENGINEERED AND ANCHORED TO TRANSER LOADS TO STRUCTURE AND THE INSTALLATION IS TO BE REVIEWED BY BUILDING OFFICIAL. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. FOR DESIGN PRESSURE RATING SEE CHART THIS SHEET. 5. INSTALLATION OF THIS SYSTEM DOES NOT REQUIRE THE USE OF APPROVED SHE PROTECTION DEVICE. 6. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONES. TABLE OF CONTENTS SHEET # DESCRIPTION 1 GENERAL NOTES & TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTIONS (2X) & GLAZING DETAILS 3 HORIZONTAL CROSS SECTIONS (2X) $ GLAZING DETAILS 4 VERTICAL & HORIZONTAL CROSS SECTIONS (1X) 5 ANCHORING LOCATIONS 6 BILL OF MATERIALS & COMPONENTS 7 COMPONENTS 53° OVERALL FRAME WIDTH 46.13° MAX. A.L.O. Alt Q 0 n DESIGN PRES$URE'F'$1TI)IG.1 POS. 55.0PSG• NECili.46803 PSEe 3/ 16° TEMP AIR 118° ANN - 0.100P18- 1/8°ANN UP TO 53°X71° 3/16° TEMP AIR 1/8° ANN - 0.100 PVB -1/8" ANN REV. DESCRIPTION DATE ADDED TAPCON IX INSTALLATION 1 METHOD (SHEET 4 & 5) REVISED MARKETING NAME 5500 SERIES 2 TO 300VL (SHEET 1) 1/22/07 BY GIS 3/26/07 GLS 3 ADDED SYMBOLS & NOTES (SHEET 1, 6 & 5 /1107 n GLS 1 x o �O Zo tern m m 37° OVERALL FRAME WIDTH 30.13' MAX. D LO. 53° X 71" DOUBLE HUNG WINDOW W/ STEEL RI INFORLEMEN r 1- INSULATED, IMPACT RESISTANT GLAZING VIEWED FROM EXTERIOR • • •• ••• • • • • • •• • • 1° INSULATED GLASS SIZE DESIGN PRES$URE'F'$1TI)IG.1 POS. 55.0PSG• NECili.46803 PSEe 3/ 16° TEMP AIR 118° ANN - 0.100P18- 1/8°ANN UP TO 53°X71° 3/16° TEMP AIR 1/8° ANN - 0.100 PVB -1/8" ANN UP TO 37° X 76° POS. 60.0 PSF NEG. 70.0 PSF 1/ 8° TEMP AIR I /8° ANN - 0.100 PVB - 1/8"ANN UP TO 53 °X71° POS. 52.8 PSF NEG. 52.8 PSF 1/8° TEMP AIR 1/8° ANN - 0.100 PVB -1/8° ANN UP TO 53° X 68° POS. 55.0 PSF NEG. 55.0 PSF 18° MP AI J18° AN - 0.100 PVB - 1/8° ._UPSO.5364.5°__'OS.55.0NSF POS: -60:0 0..X. . 4_d x . 70.0 PSF • 1 ; ° T MP -Al 1 8" =0-100 VB - /8 1 N U • • T1(_ • • • ••• • • • • • • • • • •• 3r X 76° DOUBLE HUNG WINDOW A W /ALUMINUM REINFORCEMENT /3\ 1° INSULATED, IMPACT RESISTANT GLAZING VIEWED FROM EXTERIOR ••• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • 4 3 ••• • • • • • • • • • • • • • •• •• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • CHARLES A. PAG .E. FL REG. ENG /7121 DATE ur # ®/ SIMONTON' WINDOW• 'FiLS 22//07 'i/26/07 tom FIT I MD1 e 8 'Pm& 9/26/07 • STURRS1EAKER PUTS VINYL moDWBLE HUNG WINDOWS NM B A 4 3 2 0 AEII 53 x 71 DOUBLE HUNG W/ STEEL REINFORCEMENTS ILL © L 41 :.�1- 91•� N - •; ••• • • • • • • • •• • • • 1Qg: �. •. • • • • • • • • PS PRICER 37° x 76" • • . S SIEE: NrINFCVEMENTS. •• ••• •• • • • •• REVISIENS REV. 1 DATE BY ADDED TAPCON 1X fNSTALIATION METHOD (SHEET 4 & 5) 1/22/07 GLS 2 3 REVISED MARKETING NAME FROM 5500 SERIES TO (SHEET ADDED SYMBOLS & NOTES (SHEET 1, 6 & 7) 3/26/07 GLS 5/1/07 GLS .625° GLASS BITE 1/8" ANNEALED .100" PVB 1/8" ANNEALED INTERIOR GLAZING W /DUPONT AIR SPACE 1/8" TEMPERED DETAIL SPACER LAMINATE .625" GLASS BITE 1/8" ANNEALED .100" PVB 1/8° ANNEALED EXTERIOR INTERIOR AIR SPACE 3/16" TEMPERED GLAZING DETAIL W /DUPONT LAMINATE 37" x 76" DOUBLE HUNG W/ ALUMINUM REINFORCEMENTS • • •• ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • ••• • • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • • 2 ••• • • • • • • • • • • • • • • • • •• •• • • EXTERIOR CHARLES A. PA FL. REG. ENG. DATE: 9121 'If I MIA I1 %�� SIMONTON •'I S V22/07 i/ WINDOWS '1R `1/26/07 �Dl�1P 1/26/07 AMYL »>MBUUILE HUNG WINTUVE NBA (2X LWISS =TM) mw FIT 1=02+8 •o STOMIBREAKER PLUS 3 A 3 j 2 .25" MAX. SHIM SPACE REV. BED BALE BY ADDED TAPCON 1X INSTALLATION 1 METHOD (SHEET 4 & 5) 1/22/07 GLS REVISED MARKETING NAME FROM 2 5500 SERIES TO 300VL. (SI{ ET 1 3/26/07 GLS 3 ADDED 7) 5/1/07 &NOTES ( 1' 5/1/07 GLS .625" INTERIOR GLASS BITE 1/8" ANNEALED .100" PVB 1/8" ANNEALED AIR SPACE 1/8" TEMPERED SPACER GLAZING ETAIL W /SOLUTIA LAMINATE WITH STEEL REINFORCEMENTS .25" MAX. SHIM SPACE EXTERIOR .625" INTERIOR GLASS BITE ORIZONTAL CROSS SECTION \-=-3/ WITH ALUMINUM REINFORCEMENTS 4 3 1/8° ANNEALED .100" PVB 1/8" ANNEALED AIR SPACE 3/16" TEMPERED SPACER EXTERIOR GLAZING DETAIL, W /SOLUTIA LAMINATE • *NOT* • • • • • F • HqN • • U U p• � :•O EI F RCEM x 76" EMENTS. • • • • • • • •• • • • •• _1'i ' . '' • • •• ••• • • � ,,L,...' • • • • • • • • • • CHARLES A. 'AG :4 P.E. • • • • • • • • • • • • FL. REG. ENGa # 121 • • DATE: SIMONTOIV �Ls wc•nowi —PR /07 V22107 173,E B " 1 .p a"s N�AKER PLUS VINYL 1/26/07 D7 =DOUBLE WANG MOWS NM (2X CROSS SECTION) • • • 2 • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • B A 4 3 2 1 1 as 4. OVE5TICAL ROSS SECTION 53 x 71 DOUBLE HUNG W/ STEEL REINFORCEMENTS 4 3 REVISIONS REV. DISCRIRTEN .d 4 f• •'a4•; •••• a: •.e' �• . • _ f •• 4S • l• .••• 1.<' © LW . aN. 011•■ 37" X076° DOUIOLE HMO • • U INUM • NFOR•@MENTS. • • • A • • • FL ENG. • DATE: • • ADDED TAPCON 1X INSTALLATION METHOD (SHEET 4 & 5) REVISED MARKETING NAME FROM 5500 SERIES TO 300VL SEE) ADDED SYMBOLS & NO S SH 1, 6 &7) DATE BY 1/22/07 GLS 3/26/07 GLS .5/1/07 GLS ••• • • • • • • w • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • • • •• •• • • P.E. 121 07 111[ I.lNM IT 4/22/07 1/26/07 '!/26/07 SIMONTON' ,n •ca0•rIl®rk mac FIT l444n4s6 "er'L�Ap 10E8 STUR$BREAXiR PLUS ,1NYL wnDUUBLE HUNG VINWVS NUA (IX CRUSS SECTITPD 1 A .25" MAX. SHIM SPACE 53" OVERALL FRAME WIDTH .25" MAX. SHIM SPACE J.NIER!OR 1.25" MIN. EMB. 1.25° MIN. EMB. _0.1:._ :• © WITH STEEL REINFORCEMENTS 37° OVERALL FRAME WIDTH OH k JaCE8(OR 1.25° MIN.__ EMB. © .•:_•.t_ :■•s. •u•. WITH ALUMINUM REINFORCEMENTS 25" MAX. SHIM SPACE 4 DESCRIP1UD1 2 ADDED TAPCON 1X INSTALLATION METHOD (SHEET 4 & 5) REVISED MARKETING NAME FROM 5500 SERIES TO 300VL (SHEET 1) ADDED SYMBOLS & NOTES (SHEET 1, 6 & 7) • • •• • • • •a' w • • • • •0 •'.9• ••• • B • ••.w ,• • • • • •• ••• ,•• • • • • •• 1.25° MIN. - EMB. DATE 1/22/07 3/26/07 5/1/07 BY GLS GLS GLS • • • • • • • • • CHARLES A. PAC • • • • • • • • • • • • • •• • ••• • e FL. REG. ENG. /# • • • w • • • • • • 4 DATE: g //I • • • • 2 • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • P.E. al 912 117 SIMONTON"" 'Fun • I 6 D O W/ a�9 t� IT `1/22/07 'we S T5" 8 'nernLT'AP sate Pais VINYL mwDUUDLE HUNG VINUDYS NUN (1X CROSS SECTION) /26/07 9/26/07 A 4 3 2 0 43" SEE NOTE 2 r-5" A in SEE NOTE 1 ©OR 2@ „ SEE NOTE 1 5" REV. DISCRPITON BATE BY ADDED TAPCON I X INSTALLATI N METHOD (SHEET 4 & 5) 1/22/07 GLS 2 REVISED MARKETING NAME FROM 5500 SERIES TO 300VL (SHEET 1) 3/26/07 G15 3 ADDED SYMBOLS & NOTES (SHEET 1, 6 & 7) 5/1/07 GLS 27" r — SEE NOTE 2 h-5"1 1 1 a to SEE NOTE 2 ©OR 2@3 NOTES: ANCHORING LOCATIONS SINGLE WINDOW S3 "X71" 1. FASTENERS ARE LOCATED IN INTERIOR TRACK. 2. FASTENERS ARE LOCATED IN EXTERIOR TRACK. 3. USE ONLY DADE COUNTY APPROVED FASTENERS AND SHIMS. 4. THE WOOD SCREW, TAPCON & SHEET METAL SCREW FASTENERS ARE ALL LOCATED AT THE SAME WINDOW LOCATIONS. THE SAME NUMBER OF FASTENERS ARE USED FOR A GIVEN WINDOW IN WOOD OR CONCRETE STRUCTURE •• • ••• • • • • • •• • • •• • • • • •• ••• •• • • • 9.5" 9.5" • • • • • • • • • • • • • • • • • • • • •• • •• ••• • • • • ••• • • • • • • • • • • • • • • • • ANCHORING LOCATIONS SINGLE WINDOW 37" X 76" 4 3 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • ••• ••• • • • • • • • • • • • • • •• •• ••• • • 2 1 SEE NOTE 1 @OR 2@ t) SEE NOTE 2 ©OR @. t PIRODIiCT REVISED w eomPy'RW wwlYtie PWMs 'Maas Code N. 7.0; Dale / /4.. _ 1P.' • "F. `i% SIMONTON.' WINDOWS I.3 I T �.S V22/07 m�03g_ a 1/26/07 1 R A 2 A 4 3 I7 2 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL 1 COMMON RAIL VINYL - SIMEX, INC. 2 LIFT RAIL VINYL- SIMEX, INC. 3 EQUAL GLASS STILE VINYL- SIMEX, INC 4 LIFT RAIL VINYL- SIMEX, INC. 5 HEAD INSERT - 6 KEEPER STILE • VINYL- SIMEX, INC. 7 2 X 4 INNER WOOD BUCK WOOD 8 1 X 4 INNER WOOD BUCK WOOD 9 1 ° GLAZING BEAD - 10 FOAM TITE C -FOLD BY AMESBURY GROUP FOAM 11 FIN WEATHERSTRIPPING (.250) FOAM 12 FOAM BULB (TOP RAIL) BY AMESBURY GROUP FOAM 13 SCREEN TRACK INSERT - 14 SILICONE CAULK SILICONE 15 GLAZING COMPOUND (NATIONAL STARCH 939A) - 16 SILL VINYL - SIMEX, INC. 17 #10 X 3° SHEET METAL SCREW SI ttL 18 FIN WEATHERSTRIPPING (.210 - 19 I' INSULATED IMPACT RESISTANT GLASS (SEE GLAZING DETAILS SHEET 2 AND SHEET 3) GLASS 20 KEEPER LOCK SET 30219 BY TRUTH - 21 LOCK RAIL VINYL - SIMEX, INC. 22 #10 X 2 3/8" SHEET METAL SCREW STEEL 23 1/4" DIA X 3 3/4° TAPCON ANCHOR STEEL 24 EXTRUDED VINYL DOUBLE HUNG HEAD /JAMB VINYL - SIMEX, INC. 25 1/4' DIA X 3 1/4' TAPCON ANCHOR STEEL 26 SCREEN - 27 REINFORCEMENT 16107 ALUMINUM 28 REINFORCEMENT 56109 ALUMINUM 29 REINFORCEMENT 60911 ALUMINUM 30 REINFORCEMENT 56110 ALUMINUM 31 FIN WEATHERSTRIPPING (.340) FOAM 32 FOAM TITE BU1.8 (BOTTOM RAIL SILL) BY AMESBURY FOAM 33 FOAM TITE FRAME .180 HEAD INSERT BY AMESBURY FOAM 34 TILT LATCH 76825 BY ASHLAND - 35 OFFSET PIVOT BAR 12985 BY ASHLAND - 36 REINFORCEMENT 56111 ALUMINUM • I 37 REINFORCEMENT DH78 /79 STEEL • 38 REINFORCEMENT DH75 STEEL • 39 REINFORCEMENT ST -439 STEEL 40 REINFORCEMENT DH76 STEEL Ire 41 SHIM WOOD 0 0 OCOMMON SASH P/N DH75 0 g) 1' GLAZING DEAD P/N 818 ••• • • • • • •• • •• 1 • • • • • • •. • • e • • • o • • • • • • • • • • • • • • • • • • • • • 1,1397 • • • • • • • • • • • • • ••• • • • • • • • REV. BESZRTIERI DATE HY 1 ADDED TAPCON 1X INSTALLATION METHOD (SHEET 4 & 5) 1/22/07 GLS 2 3 REVISED MARKETING NAME FROM 5500 SERIES SSYMBOLS O & NOTES (SHEET 1, 6 & 7) 5/1/07 GLS 3/26/07 GLS O ]UAL GLASS P/N DH79 RAIL 0 OHEAD INSERT P/N VPI -421 3.250 16 P/N 73 1.535 O EOUAL GLASS �:TIIF P/N DH78 O KEEPER RAIL, P/N DH74 to to 5 3.250 ® DOUBLE HUNG JAMB /HEAD P/N DH71 4 3 4 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• e • • •• •• ••• • • • ••• • • 2 CHARLES A. PAR P.E. FL. REG. ENG./# 9121 DATE: j' '7 11 IT .Ii`lioc rr SIMODNTON"""us V22/07 AMID 21/E6/07 ane a 6 S�LORMBRIAKER7 "'TAP `(/26/07 mms PUIS OWL =DOUBLE MG VINDDVS NOA (CCIIPUNENTS) A D FOAM TITE C —FOLD 10 BOTTOM RAIL, WEATHERSTRIPPING rn m o 0.748 0.398 28 REINFORCEMENI� 5610Q P/N DH79A ALUMINUM 6063 —T5 .062" WALL Nt 9A o 0.748 0 ---I 0.453 36 REINFORCEMENT 56111 P/N DH75A ALUMINUM 6063 —T5 .062" WALL 1 ,250" FIN WEATHERSTRIPPING 210" FIN WEATHERSTRIPPING ,340" FIN WEATHERSTRIPPING 0.796 0.748 REINFORCEMENT 60911 ALUMINUM 6063 —T5 .062" WALL co co m 0 co co 0.748 0 0.275 0.171 37 REINFORCEMENT DH78/79 16 GA H.D. GALV G -90 •• ••• • • • • • •• 4 FOAM TITS TOP RAIL 12 @ULB WEATHERSTRIPPING t0 O r- 0.647 N d 0 0.315 30 REINFORCEMENT 56110 P/N DH74A ALUMINUM 6063 —T5 .062" WALL 0' N o 0.748 0 0. 33 I--, 0.250 REINFORCEMENT DH75 16 GA H.D. GALV G -90 '4• e 0) M • • • • • • • p0.157 ° •• • ••• •• • • • •• •• ••• • • 0. 4 8 • • • • • • • • • • • • • • •• • 000 • • 40 REINFORCEMENT 01IJ6• • • • • • • • • 16 GA H.D. GALV 0 -90 • • • • • 3 1� ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• 00 4110 • • • 000 • • TE'SCRWTmN DATE 2 ADDED TAP9ON 1X INSTALLATION METHOD (SHEET 4 & 5) REVISED MARKETING NAME FROM 1) 5500 SERIES TO 300VL (SKEET ADDED SYMBOLS & NOTES SHEET 1, 6 &7) 1/22/07 3/26/07 GLS GS 5/1/07 91S ri 13 SCREEN TRACK INSERT O 0 rn O —0.748 27 REINFORCEMENT 16107 P/N DH76A ALUMINUM 6063 —T5 .062" WALL B 32 FOAM TITE BOTTOM 33 FOAM TITE FRAME .180 41- SILL BULB HEAD INSERT 0.750 co 1° REINFORCEMENT ST -439 16 GA H.D. GALV G -90 0 CHARLES A. P N; P.E. 2 SIMONTON' w' e" o w s m'e FIT I SIEFgar FL. REG. ENG./ 9121 STARE DATE: ;//J 0 7DLE HONG "'Ls am% PLUS VINYI. III I( I? T22/07 01/26/07 d1/26/07 INBBVS NBA 9C@NDNENTSI 1 A MIAMI -DARE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMJ -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/builidinncode 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 OW' • This product is approved as described herein, and has been designed to comply wwtt heFloridalw'4ding Code, including the High Velocity Hurricane Zone. • DESCRIPTION: Series "HR -710" Aluminum Horizontal Roller Window — Its. .... • • • • APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Rolfee•Window; tmp$ct ", • • sheets 1 through 11 of 11, dated 02/28 /2006 with the latest revision "C" dated 04/?5,/ , prirar4 by PG's'•: • • • Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., berg the Miaisi Q de County Product Control Revision stamp with the Notice of Acceptance number awl puyration date, by the . • Miami -Dade County Product Control Division. • • • • • • MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resjstaut . • •••• • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, sta t 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. ff any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28 /2006 with the latest revision "C" dated 04/15 /2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 • •• • • . 5) Cyclic Wind Pressure Loading per FBC, fAS $03 -94 • • 6) Forced Entry Test, per FBC 2411 3.2.1, Ti 2Q22 -94 ..;. • Along with marked -up drawings and installation diagram of Nafai aluminum • • horizontal sliding window, prepared by Fenestration Testing story, hi c.' Test • • Report No. FTL -4858, dated 03/08/2006, signed and sealed b r' mundo • • Largaespada, P.E. • • • • • • • •• •• •••• (Submitted under NOA# 06- 0405.06) • . • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -g • • • • • • 2) Uniform Static Air Pressure Test, Loading ABC TAS 202 -94 • • • 3) Water Resistance Test, per FBC, TAS 202:9.4 • •' • • 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 Per ALIL Product Control a4.'i NOA No 07 -0.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/20QA•signed and sealed by Robert L. Clark, P.E. "" • 2. Laboratory compliance letter for Test Report No. FTL- 5330• j$�t l by >+g station• • • Testing Laboratory, Inc., dated 07/18/2007, signed and sealed 4: Carlos S. Rionda, • • P.E. •••• .• • •2. Laboratory compliance letter for Test Reports No.'s FTL- 4855 and FTL- 4559, • • issued by Fenestration Testing Laboratory, Inc., dated 03/08/; signe$.aict sealed by Edmundo Largaespada, P.E. • • (Submitted under NOA# 06-0405.06) • • • G. OTHER • • ' • • • • • • 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control NOA. No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16° LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516' LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16° LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716° LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) UTE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 0.13/16° LAMI 10: (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" 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 3/8" AIR SPACE AND 5/16° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/16" LAMI 10: (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 GLASS 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, 3/16° OR 1/4° AIR SPACE AND 7/16° LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K. 13/16' LAMI 10: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 3/16° OR 1/4° AIR SPACE AND 716° LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER L 13/16' LAMI 10: (1) LITE OF 1 /8" OR 3/16' ANNEALED (MIN.) GLASS, 3/16" OR 1/4° AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 ARI9F1!- 93190. • • ELCO I tX I HON NOA: 04-0721.01, 0 225.05 • • ANSI/AF&PA NOS-2005 FOR WOOD STRU04104 • • • • • • • ADM -2005 ALUMINUM DESIGN MANUAL• • • • • • • • • •• ••• •• • • • •• • • • •• A8, THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, C44EITjUPLTIPMINCiIPMDJNG THE HIGH VELOCITY HURRICANE ZONE (HVHZ). ., .. ... • • • • • • • • • • •• ••• • • •• • • • • • • ••• • • amsbay F Da 4/15/07 • • • • • • ADO FTL -5330 TO NOTES 7 & CHI . N(18E PTO •URRENSEDR. • • • • • • • • • 10•0 TECHNOLOGY SKIVE NOKOMS, FL 34275 nwmay FK. om� 10/17/06 PaWia¢ CHANGE TO ASTM E 1300 -02 • • • F.K. We: 5/13/06 A ADO AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7 & NOTE 8. trey F.K. 2/28/06 J.J. 3/23/06 ••• • • • P.O. SOX 1529 NOKOMI8, FL 34274 • ••• • • Visibly Better GENERAL NOES.' mr ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 NTS 1 - 11 4127-10 Re, C NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 8 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 PRODUCT REVISED as =rallying with the Florida E«ilaag Coda Ac.r,plance No 0 0 Expia :rion Date By / on L. Clark, F.E. PE 939712 Structural • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • •• •• 1/2° NOM. GLASS BITE 60,61,62 1/2° NOM. GLASS BITE 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16° NOM. 5/16" LAMINATED GLASS 1/2° NOM. GLASS BITE 66,67,68,69,70,71 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16° LAMINATED 5J16° OR 3/8° AIRIBPPDE • • • • • • 1/8° OR 3/181NNEALED:MIN!)•G:A s E s 13/16° NOM. • • • 13/16" LAMI IG GLASS W/ 5 /1€4LAM I• • • • • • • • • • • • • • • • • •• • • • •• •• ••• • • •• • C] EXTERIOR INTERIOR (ALL SECTIONS) 3/18° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3118° ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 7/16" LAMINATED GLASS FI • 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 3/18° OR 1/4° AIR SPACE 1/8" or 3/16° ANNEALED (MIN.) GLASS 13/16' NOM. 1/2° NOM. GLASS BITE 13/16" LAMI IG GLASS W/ 7/16" LAMI • • • • • ••• • • PRODUCT REVISED as complying with rho Florida Building Codo Acceptmco No O Expiration Date Rand Br. Datm F.K 4/15/07 Rents NO CHANGE THIS SHEET • • • • • • • RBradEr KIL Mac 10/17/06 Rersdilsr omen F.K. 5/13/06 Re Bey Re"et°s: A NO CHANGE THIS SHEET •• • • • • • • • • 1000 TECHNOLOGY SRNE NOKOMIS, R. 34275 ADD AIR SPACE DIM. TO LAMI IG DETAILS Drawler. Date: F.K. 226/06 Checked Ss J.J. Dattc 3/23/06 ••• • • • P.O .30X 1529 NOKOMIS, FL 34274 0 ••• • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • PGT Utsi66y Better GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Serv4wrr HR710 Full 2 a 11 Ora wbvt.. 4127 -10 /7//r Ro L. Clark P.E PE #39712 Structural • • • • • • • •• •• • • TABLE 1. XOX (1/4,1/2,1/4) 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" 50 5/8" 54" 60" 63" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96„ 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 +58.8 -58.8 +56.2 -56.2 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 , +60.0 -60.0 +60.0 -60.0 +60.01 -60.0 +59.5 -59.5 +53.6 _ -53.6 +50.9 -50.9 UP TO 111" 0,1 +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WIDTH TO 86 7/16" WINDOW HEIGHT TYPE A,B,C, G,H,I ALL HEIGHTS UP TO 63" +60.0 -60.0 TO 86 7/16" D,E,F, J,K,L +75.0 -75.0 TABLE 3. 47141D XO LANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH 66" 72" GLASS TYPE 26" 36" 38 3/8" fie, DOW HEIGHT 50 5/8" 54" 60" 63" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 Q•a75 0 s5 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 -75.0 +74.2 -74.2 +70.2 -70.2 A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 UP TO 74" C,D,E,F, I,J,K, L +75.0 -63.8 -75.0 GLASS TYPES: TEST REPORT FTL -4858 VOX), FTL -4859 (OX & XO) AND FTL-5330 R 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) • • F.K. bete: 4/15/07 baler 10/17/05 9: 13/16" kAMI IS -1/6" ®R W1 A #5/ 6" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) 13TT6 N�1 IQ-1�" ®R �14�AA, 5%6" OR 3/8" AIR SPACE, 5/16" LAMI :(1/8"A, .090; 18"HS) }. •13/118"L44MI1 -1/8'"OR 3916NA,45916" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1/8 "HS) J. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116 "A, .090, 3/16 "A) K. 13416" LAMI�S -1/ ",(R 3/1i'A, 3/16"• OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16 "HS) Tr. 'yi/1g" LAND 1G -1/8 "0 R 3/114,e3/1 tSR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3 /16 "HS) ADD INTEGRAL FIN OPTION & UFip4TrjASjM 41300.0241Ps. F.K a"/eb"& REVISE DP TABLES TO ASTM E 1300-02 • • -RereEaY F.K ama: 5/13/08 Rovislorts A ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. 5 "9Y F.K. Dater 2/28/08 Minkm8Y J.J. 323/06 •u • • • • • �• Ojp 7•'ECHNOLOOYr VE OKOMIS. FL 34 P.O. NIX 1629 NOKOMIS. FL 34274 I VI Ibly Better .• 41,y •1 DESIGN PRESSURES P22 ' 7"!' 7 2VISED s: arw +.•::,,:�3 with the Florida BdtdmgCode Accepitnoco No c O$i f�. r on Dam /1� zt ALUM. HORIZONTAL ROLLER WINDOW, IMPACT saw HR710 NTS 3 - 11 0. 4127 -10 Robert L. Clark, P.E. PE 939712 Structural • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 27 3/8° I+-- MAX. DLO --► J VENT 54 5/16° MAX. DLO FIXED 8 1 tuai 1=121 110° MAX. WIDTH IF. FRAME 111" MAX WIDTH FLANGE FRAME 6 DETAIL B - XOX (1/4- 1/2 -1/4) 33 9/16° MAX 33 9/16" MAX DLO FIXED C �— DLO VENT A 57 3/8' MAX DLO ALL FIXED LITES 0 x •• ••• • • • • • • • 56° MAX DLO ALL VENTS 62° MAX I.F. FRAME ALL CONFIG. • • • •• • • • • • • • .a • • f 63" MAX FLANGE FRAME ALL CONFIG. A C •• • I • 73° MAX. WIDTH I.F. FRAME 74° MAX. WIDTH FLANGE FRAME • • •• DETAIL OXtiR •• ••• • • • • • • • 27 3/8' 27 3/8° {+ MAX. DLO —+- MAX. DLO J VENT FIXED (� 85 7/16" MAX. WIDTH I.F. FRAME-6-11 X86 7/16° MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D-D Q (FRAME CORNER CONSTRUCTION) 7;"?'. Y.r REVISED v.itb the Florida ^ Ca;Ie -.1104 No Oo HT . sion DOW _gym -,1 By Di me, Or Dom: °D INTEGRAL Fl F.K 4/ 15107 C CONSTRUCTION DETAIL FROM 41 t Road* Dora wevbmna F.K 1047/06 8 NO CHANGE THIS SHEET • • • tea. F.K Dom: 5113/05 aava , NO CHANGE THIS SHEET Mannar F.K 2/28/08 ChNm4ay J.J. Data. 3/23/08 • • • • • • • �O7^E�OLOGY �I;IVL• • OKOMIS, FL 34315 P.O• BOX 1828 NOKOMIS, 11 34274 • •11 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 0• •• • • • •• •• ••• • • • 000 • • 1,24c;_r Visibly Better ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT M.maamr HR710 Soakc NTS Meet 4 d 11 4127-10 INTERIOR EXTERIOR INTERIOR MAX. VENT DLO EXTERIOR MAX. HEIGHT FLANGE FRAME MAX. FIXED DLO MAX. FIXED DLO MAX. WIDTH (FLANGE FRAME) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. VENT DLO INTERIOR 0 ® ® 37 fl IIIIIi! 1�IIlllliII - = � r it �- MAX. FIXED DLO — 4 MAX. VENT DLO 4 L MAX. WIDTH (IF. FRAME) 1 J EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FII�FRAME) ink �� -- e��i 0 EXTERIOR INTERIOR f��-IF fit' O • • • • •• CI EXTE OR I : • I �N RbR 061111 ••• • • cI SECTION C-C ® • ®P I • • • • HEAD (VERTICAL SECTION, FLANGE FRAME) : ('�1EgTICI SECTION, I.L,F,RQMI:) Q (VERTICAL SECTION, t.F. FRAME) Rand er ,: • • • • • • • F.K. 4/15/07 C ADD INTEGRAL FIN FRAME, ITEMS 41, 42 MID47AN$ AWNS. • • • • 107•TECNNOSOOY ORIVE NOKOMIS. FL 34276 RB P.O. BOX 1520 NOKOMIS, FL34274 Visibly Better • • • ••• • • PRODUCT REVISED as corr,4tyieg with the Florida LttEdI Render F.K F.K [mar 10/17/06 tett 5/13/06 Rotator. Revisions: A NO CHANGE THIS SHEET NO CHANGE THIS SHEET • Oneen By. F.K. emu 2/28106 chaawasr J.J. pater 3/23/08 'Lail • SECTIONS 78s ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Smkvimoa.c HR710 Half Sheet ersapNo . 5 of 11 4127 -10 /';‘. D� Robert L. Clark, P.E. PE 639712 Structural • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM DWG# REV DESCRIPTION MATT PGIW ITEM DWGi# REVI DI+BCRIPTION I MAIL 1 PCT# 1 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237 66 GIA SS, 13/16" LAMI IG- 1/8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1 /8"A, .090 PVB, 1/8"A) 13/16" LAMI IG•1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, U8 "HS) 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 67 3 #8 X 314 PH. PAN HEAD 7834AA 68 " 13/16" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1 /8 "HS 4 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 69 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"A) 6 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 70 " 13/16" LAMI IG-3/16"A, 5/16" AIR SPACE, 5 /16 "LAMIjil8 "A,.090 PVB, 1 /8 "HS) 7 4137 SILL ADAPTOR 6063 -T6 AL • 64137 71 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" IAMI (1 /8 "HS, .090 PVB, 1/8 "HS) 8 4131 ROLLER TRACK 6063 -T6 AL 64131 72 13/16" LAMI IG•1 /8 "A, 114" AIRSPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16 "A) 10 71298 WEEP HOLE COVER POLYPROP. 71298 73 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3116"A, .090 PVB, 3 /16 "HS) 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 74 " 13/16" LAMI IG•1/8 "A,1/4" AIR SPACE, 7/16" LAMI (3/16 "HS, .090 PVB, 3 /16 "HS) 13 4002 A FLANGE FRAME JAMB 6063 -T6 AL 612225 75 " 13/16" IAMI IG- 3/16"A, 3/16" AIR SPACE 7/16" LAMI (3/16 "A, .090 PVB, 3116 "A) 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 76 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3 /16"A, .090 PVB, 3/16 "HS) 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 77 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3/16 "HS) 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 64110G 90 1014 SCREEN FRAME (HOR. & VER) 3105-1114 AL 17 4054 B FIXED MEETING RAIL 606311D -T6 AL 64054A 91 1630 SCREEN CORNER KEY WRINGS POLYPROP. 19 4066 WSTP.,.187 X.230, FIN SEAL 64066G 92 1631 SCREEN CORNER KEY W /OUTRIN(S POLYPROP. 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 93 1073 SCREEN SPRING ST.ST. 22 1683 WSTP,.250 X 270 BACK, FIN SEAL 616836 94 1624 SCREEN SPLINE -.135 DIA. FOAM EM PVC 23 225-1 ROLLER HOUSING& GUIDE 42112111) 95 1635 SCREEN SPLINE - .135 DIA. HARD EM PVC 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 96 SCREEN CLOTH 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N as PRODUCT ngwiin REVISED as complying with the Florida avtld ng code 32 4006 D SASHMEETINGRAIL 6063HS -T6 AL 64006 1235 WSTP,.170X270 BACK, FIN SEAL 67S16G 2.710 33 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 2.824 38 1683 WSTP.,.250 X 270 BACK, FIN SEAL 61683G 7070 BULB WEATHERSTRIP .187 X .275 67070K 39 40 LIFT RAIL COVER CAP 74078"C" LORR 41 4139 I.F. FRAME HEAD 6063 -T6 AL 64139 I.F. FRAME HEAD 42 4140 4141 LF.FRAMESILL I.F. FRAME JAMB 6063 -T6 AL 6063 -T6 AL 64140 64141 Q 41 © #4139, 8083 Te 43 © 1 50 GLAZING SILICONE, DOW 899, 995 OR EQUIVA LENT 51 1224 VINYL GLAZINGBEAD BULB (fHICK) 6TP247WK 52 1225 VINYLGLAZINGBEAD BULB (THIN) 6TP248K 2.784 53 4039 B GLAZINGBEAD- 5/16" 6063 -T5 AL 64039B 54 4044 B GLAZING BEAD - 5/16" W /GRJL LKIT 6063 -T5 AL 644703 • • 3.152 Pxp+A c.raon Dawes- U " p /` .4 . p..., , .082 55 4222 A GLAZINGBEAD- 7/16" 6063-T5 AL 64222 56 985 C GLAZINGBEAD - 7/16" W /CIRILL KIT • • 60j1'j',5 AL • • 6984 • 59 4067 GLAZINGBEAD - 13/16" • 6063 -S ifL • • � : + -1.988 —" • 43 I.F. FRAME JAMB 60 GLASS, 5/16 LAMI (1/8" A, PVB, 1 /8" A) • •• " .090 • 5/16" LAMI (1/8" A, .090 PVE,1 /8" HS) �— • © #4141,6083 T6 710 - L. Mat, PE. PE 538712 Structural 61 62 5/16" LAMI (1/8" HS, .090 PVB, U8" HS) 63 " 7/16" LAMI (3/16" A, PVB, 3/16" A) " .090 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) • • • • ••• • 2 • FRAME SILL 64 65 " 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) i ! • : . . . • • • .F. • • • C--)A 84140, 6063 -T6 F.K. ST Dew 4/15/07 �C •ADD ITEMS 41,�&� • ' • • • • • PARTS LIST T. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT aereaer F.IC r 10/17/06 eeva�m: B • • NO CHANGE THIS SHEET low TEC4•N( O.6Y DRIVE NOKOMIS, FL 34275 20.IiOX 1528 NOKOMIS, FL 34274 • • • 0_0_0 Z Road 17,1 F.K. n 5/13/06 A ADO SPACE DIMENSIONS ITEMS 66 THRU77. vm• 2/16/06 ciaducerr J.J. r 323/06 . • . •— Vrsibly Better • • r HR710 NTS " 6 of 11 D1d"q„A16 4127 -10 R°" C p„.„ey F.K. • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• ••• • • O FLANGE FRAME HEAD #4102A, 6063-T6 Aso T- k- 1.45'F►i O SASH STOP #4025, 6063-75 01162 - 1.349 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 .050 1.096 -ir --►I--f- O GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W/ GRILL KIT) —2.710 O FLANGE FRAME SILL #4138, 6083 -T8 .46 O HORIZ. ROLLER TRACK #4131.6083 -T6 .061 2 1.187 1.081 h+— 32 SASH MTG. RAIL #4008D, 6063HS-T6 52 37 2 O FRAME SILL ADAPTER #4137, 6063-T6 1.403 �{ 17 FIXED MEETING RAIL #4054B, 8063HD-T6 149 1.291 -j SASH SIDE RAIL #4126, 6063-T5 •• }lid ••67: • • • •• •1.096 . • •• • • • • ••• • 1.115 • AZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) #4222A, 6063-75 • • • • • • • •• •• ••• • • •• • • • • • • ••• • • r--1.513t J .738 O SASH STOP COVER #4053,6063 -T5 1.363 .062 13 FLANGE FRAME JAMB #4002A, 6063-T6 kl5(1" .678 1.098 1 .1 53 GLAZING BEAD, 5/16" #403913,8063 -75 .050 59 GLAZING BEAD, 13/16" #4067, 6063-T5 1.097 PRODUCT REVISED as complying with tha Florida Building Coda Acceptance No 0 Expiration Data per F.K 4/15/07 Revision. NO CHANGE THIS SHEET • • • • •••• F.K Dabs 10/17/08 Rarisbrcs NO CHANGE THIS SHEET • • am.* F.K 5/13/00 A NO CHANGE THIS SHEET unmet, F.K yaw 2/28/06 CfmakedBy J.J. Dalx 3/23/06 •• •• • 0' T••ECHtikeDY DRIVE 14ONOMIS, FL 34275 P.O BO)253492. 2 NOKOMIB, • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• ••• EXTRUSIONS Visibly Better >ar ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ewamm,wr 7 " 11 HR710 Half ,NM 4127 -10 Row C Robert L. Clint, P.E. PE 539712 Str c4ttel • • • • • • • •• •• • • ANCHOR QUANTITIES, XOX (114 - 112-114) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -114° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) ANCHOR TYPE) & SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L Z3, WOOD Z CON( 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES 20NES ZONES ZONES WINDOW SIZE W v HEAD & SILL m 2 HEAD & SLL ' m 2 HEAD & SILL ' m HEAD & SILL m 2 HEAD & SILL ' m HEAD & SILL d m 2. GLASS TYPES: 2 A. 5/16" LAMI - (118° A,.000,1/8" A) a} B. 5116° LAMI - (1!8° A,.090, 1/8" HS) 53.125x 38.375 48.000 50.625 54000 60.0 63.000 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +02+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+02 +1 +C2 +1 2 C. 7/16" LAMI - (3/8' 4,.090, 316 A) D. 7/18" LAMI - (3/18° 4,.090, 3116° A} 1 +02 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1+C2 +1 3 1 +02 +1 +02 +1 3 E. 7116' LAMI - (3/16 "A,.090,3 /16° HS) °HS) 1+C2+1+C2+1 3 1 +02 +1 +02+1 3 1+C2+1+C2+1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 F. 7/16° LAMI - (3/16" HS,.09' 3/16 G. 13/16° LAMI 10 - 118° OR 3/18° A, 5/16° OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090,1/9° A) 1 +02+1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 H.13/16° LAMI IG -1/8° OR 3/16' A, 5/16° OR 3/8° SPACE, 5/18" LAMI - (1/8° A,.090,1/8° HS) 1+02+1+02+1 3 1+C2+1+02+1 3 1 +C2 +1 +02+1 3 1+02+1+02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 I. 13/16° LAMI IG - 1/8° OR 3/16° A, 5/16° OR 3/8° SPACE, 5118° LAMI - (1/8" HS,.�, 1/8" HS) J. 13/16" LAMI IG -1/8" OR 3/16°A, 3/16° OR 114" SPACE, 7116° LAMI - (3/16° A,.090, 3116° A) 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +02+1 +02+1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +03+1 +03+1 3 K.13/16' LAMI IG -1/8° OR 3116" A, 3/16" OR 1/4" SPACE, 7118° LAN - (3116° A,.090, 3/16° HS) M000 x 38.375 48.030 50.825 54.000 60.000 63.000 1 +C2+1 +02+1 2 1 +02+1 +02+1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02+1 2 1+02 +1 +02 +1 2 1 +02 +2 +02 +1 2 L. 13/16" LAMI IG -118° OR 3118° A, 3116° OR 114° SPACE, 7118° LAMI - (3116° HS,.090, 3118° HS) 1 +C2 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1+02 +2 +C2 +1 3 3. WINDOW ANCHOR QUANTIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +C2 +1 +02+1 3 1+02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +2 +02+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +02+1 3 1 +02 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +02 +2 +02 +1 3 HEAD & SILL: 10 1/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1 +02 +1 +02+1 3 1 +02 +1+02 +1 3 1 +02 +1 +02+1 3 1 +C2 +1 +02+1 3 1 +02 +1+02+1 3 1 +03 +2 +03+1 3 25 3/4" MAX FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 221/2° MAX. O.C. 1 +02 +1+02 +1 3 1 +02+1+02 +1 3 1+02 +1+02+1 3 1+02+1 +02 +1 3 1+02 +1 +02 +1 3 1 +03+2 +03+1 3 TABLE KEY: 74.000x 38.375 48.000 50.625 54.000 60.005 63.000 1 +02 +2 +02+1 2 1+02+1 +02+1 2 1 +02+2+02 +1 2 1 +02+2 +02 +1 2 1 +02+2+02+1 2 1 +02 +2 +02 +1 X O X 2 1 +C2 +2+02+1 3 1 +C 2 +1 +02 +1 3 1 +02+2 +02+1 3 1 +02+2 +02 +1 3 1 +02+2 +C2 +1 3 1 +02+2+02+1 3 I1 +03+4 +C3 +1 3 I+-- ANCHOR QUANTITY PER JAMB f HEAD AND SILL ANCHOR QUANTITY. 1 +02+2+02+1 3 1 +02 +1 +02+1 3 1 +02+2 +02+1 3 1 +02+2 +02 +1 3 1 +C2 +2 +C2 +1 3 1+02 +2 +02 +1 3 1 +C 2 +2 +C2 +1 3 1+02 +1 +02 +1 3 1 +02+2 +02 +1 3 1 +02+2 +02 +1 3 1 +02+2 +02+1 3 1 +03+2 +03+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1). 1 +02+2+02+1 3 1 +C2 +1 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +C2 +1 3 1 +02;2 +C2+1 3 1 +03+2 +03+1 3 ANCHOR AT EACH OPERABLE VENT 1 +02 +2+02 +1 3 1 +02+1 +02+1 3 1 +C3+2 +03+1 3 1 +03+2 +03+1 3 1 +02 +2 +C2 +1 3 1 +03+2 +03+1 3 PLUS (4) ANCHORS AT FIXED SECTION. ANCHORS TOTAL AT 84.000x 38.375 48.000 50.625 54.000 60.E 63.030 1+02 +2+02 +1 2 1 +02+2+02 +1 2 1 +02 +2 +02+1 2 1 +C2 +2 +C2 +1 2 1 +02 +2 +02 +1 2 1 +02 +3+02 +1 2 (12) HEAD AND SILL 1 +02+2 +02+1 3 1+02 +2 +02+1 3 1 +(2 +2 +02+1 3 1 +C2 +2+02 +1 3 1 +C2 +2+02 +1 3 1 +03+3+03+1 3 (3° MIN. O.C. ANCHOR SPACING) 1 +02 +2 +02+1 3 1 +02 +2+02 +1 3 1 +02 +2 +02 +1 3 1 +(2 +2 +(2+1 3 1 +02+2 +02 +1 3 1 +03+3+03+1 3 1 +02+2+02 +1 3 1+02 +2 +02 +1 3 1 +02+2 +02 +1 3 1 +02 +2+02 +1 3 1 +02 +2 +C2 +1 3 1+04 +3+04 +1 3' 253/4" max' t --*-1 F-..-3° MIN. It l 1 +02 +2 +02+1 1 +02+2 +02+1 3 1 +02+2 +02 +1 3 1 +02 +2 +02 +1 3 1 +03+2 +03+1 3 1 +03+2 +03+1 3 1 +03 +2 +(3+1 3 1 +03+2+03+1 3 1 +02 +2+02+1 3 1 +02 +2 +02 +1 3 1+04 +3+04+1 3 1 +04 +3+04+1 3 3 9 REF. I' oDuci''SVISED ,. :: sppi..11 with the Florida E, tE:^::.'_br A0.44ex No ^O %, .04 Fv P ration Daro •Irfllf <• lit X t t l 111 0 t X 103.375x 38.375 48.000 50.625 54.000 60.00 63.000 1 +C2+2 +C2+1 2 1 +02 +2+02+1 2 1 +(2+3+(2+1 2 1 +02 +3+02+1 2 1 +02 +3+02 +1 2 1 +02+4+02 +1 2 T 1 +02+3+02+1 3 1 +02 +2 +C2 +1 3 1 +03+3+03+1 3 1 +C 3+3 +C3+1 3 1 +02 +3+02 +1 3 1 +03+4+03+1 3 MTG. RAIL, TYP. W/ QTY. OF (3) ANCHORS 1 +02+3+02 +1 3 1 +02 +2 +02+1 3 1 +03+3+03+1 31 +03+3+03+1 31 +03+3+03+1 3 1 +03 +4 +0+1 3 EXAMPLE CLUSTER 1 +03+3 +03+1 3 1 +02 +2+02 +1 3 1 +03+3+03+1 3 1 +03 +3+03+1 3 1 +C 3+3+C3+1 3 1 +04+4 +C4 +1 3 (SHOWN IN TABLE KEY ABOVE) MAX 1 +03+3+03+1 3 1 +02 +2+02 +1 3 1 +04+3+04 +1 3 1 +04 +3+04 +1 4 1 +03+3+03+1 3 1 +04+4+04 +1 3 1 +03+3+03+1 3 1 +(2+2+02+1 3 1 +04 +3+04 +1 3 6+64+6+64A-1 i 1aG1 +31 4 +1 GB *C5+4445+1 3 25 3/4" 111.000x 38.375 48.000 50.625 54.000 80.000 63.000 1 +02 +3+02+1 2 1 +02+2 +02 +1 2 1 +02 +3 +02+1 26 1 +C2+3+C3i+1 • 4 2+C+Ci +1� 1s- 2.4 +C2 +1 2 1.--_ 11/2"TYP. I'r --3" MIN. 1 +C2 +3+02 +1 3 1+02 +2 +C2+1 3 1 +03+3+03+1 3 i +03+3+ •1 R : 1i124t c +1 j� 1s-C3+4 +443+1 3 1 1111 9° REF. 1 1 1 1 1141 1 X ®� f /�% Robert L Clark P.E. PE #39712 Structural 1 +02+3+02+1 3 1 +02 +2+02 +1 3 1 +03+3 +C3 +1 +C3 +'�+ 1 3�i +•03 +3+x(3+1'3 1 +C3?4+C3+1 3 X_ �� 0 1 +03+3+03+1 3 1 +C2 +2+02 +1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1+03 +3+03+1.3 1 +04 +4 +C4 +1 3 -J __--- -- ------- \ 1 +03+3+03 +1 3 1 +02 +2+02 +1 3 1 +C4 +3 +C4 +1 3 1+04-3+04+1 4 •1 433 ++454+1 3 1$C4+4 +0441 3 MTG. RAIL, TYP.- 1 +03+3+03+1. 3 1 +02+2 +02 +1 3 1 +C4 +3 +044.1 3:1+V-1, C4 +1 :1+C4+3+2#1.1 3 1iC 4+t +144:4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Rarslsy RI( Data 4/15/07 aaamme C UPDATE TABLE 4 , SELECT VALUES DUE Tj1AI Ht�2C�P.fQJ,!• ..• ••• • �'�•, • ANCHORAGE SPACING, XOX (1/4-1/2-1/4) Tae ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Aaaday P.K. Dam: 10/17/05 aavmlmaG 5 REVISE ANCHORAGE FORMAT , HEAD & SILL•CLUSTE'Irt3 I'a7 TECMN YDRIYE NOKOMIS, 34275 max MM DIMENSIONS GLASS TYPES G 7HRU L --- P.O. SOX 1529 F.K. °mmap _ F.K 5/13/06 pare 228/118 A c4erm9y J.J. ADO SPACE Dam: 323/06 ... . NOKOf418, FL 34274 Vistb[y Better • • • • • • -• S° ad9* HR716 99* NTS 8 a 11 0ref°"�' 4127 -10 ^ ' C • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES, XOX (1/3- 1/3 -1/3) WINDOWS TABLE 5 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) ANCHOR TYPE &SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,I( L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H HEAD & SILL co 4 HEAD & SILL -, g Q HEAD & SILL g HEAD & SILL -, Q HEAD & SILL > g HEAD & SILL 4 2. GLASS TYPES: 5 A. 5/16" LAMI - (1/8" A,.090,1/8° A) , B. 5/16" LAMI - (1/8° A,.090, 1/8° HS) 48.000x 38.375 4&000 50.625 54.000 60.000 83 000 1 +02 +1 +02 +1 2 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 C.5/16' LAMI -(1/8" HS,.090,1/8 "HS) °LAMI- "H) 1 +02 +1 +C2 +1 3 1 +02 +1+02 +1 3 1 +C2 +1 +02 +1 3 1+02+1+02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 E.7 /16 (3/16 A,.090,3/16 E. 7116° LAMI - (3118° ° A,.090, 3/16° HS) 1+02 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 F.7 /16 ° LAMI - (3/16" HS,.090, 3/16° HS) 1+02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 G. 13/16" LAMI IG - 1/8° OR 3/16° A, 5/16° OR 3/8" SPACE, 5/16° LAMI - (1/8° A,.090, 1/8" A) 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1+C2+1+C2+1 3 1 +C2 +1 +02 +1 3 1+02 +1 +C2 +1 3 H. 13/16' LAMI IG -118° OR 3/16° A, 5/16" OR 3/8" SPACE, 5/16° LAMI - (1/8° A,.090, 1/8° HS) I. 13/16• LAMI 10 -1/8° OR 3/16" A, 5/16' OR 3/8" SPACE, 5/18° LAMI H8,.090,1/8° HS) 1+02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1 +03+1 +03+1 - (1/8" 3 J. 13/16° LAMI 10 - 1/8° OR 3/16° A, 3/16° OR 1/4" SPACE, 7/16" LAMI - (3/16° A,.090, 3/16" A) 53.125x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 +02 +1 2 1 +C2 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02+1 2 1 +C2 +1 +C2 +1 2 1 +02+1 +02 +1 2 K. 13/16° LAMI IG - 1/8° OR 3/16° A, 3/16' OR 114° SPACE, 7/16" LAMI - (3/16° A,.090, 3/16" HS) 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1+C2+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 L. 13/16° LAMI IG -1/8" OR 3/16° A, 3116° OR 1/4" SPACE, 7116° LAMI - (3/16" HS,.090, 3/16° HS) 1 +C2 +1 +02+1 3 1+C2+1+C2+1 3 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02+1 +02 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +c2 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +00+1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +03 +1 +03+1 3 1 +C2 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +03 +1 +q+1 3 HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4' MAX CM CORNERS 60.000x 38.375 48.000 50.825 54.000 60.000 63.000 1 +02 +1 +02 +1 2 1 +02+1 +02+1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02+1 +02 +1 2 1+02 +1 +02 +1 2 JAMBS M : 9" MAX. FROM CORNERS AND 22112° MAX. O.C. 1 +02+1 +02 +1 3 1+02 +1+02 +1 3 1 +02 +1 +02+1 3 1+02 +1 +00+1 3 1 +02 +1 +02 +1 3 1+02 +1 +02+1 3 TABLE KEY: 1 +02+1 +02 +1 3 1 +02 +1+02 +1 3 1 +02+1 +02+1 3 1+02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +02+1+02 +1 3 X 0 X 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +02+1 +02 +1 3 1+02+1 +C2 +1 3 1 +03+1 +03+1 3 1+03+1 +03+11 3 +- ANCHOR QUANTITY PER JAMB 1 +02 +1 +02 +1 3 1 +00+1 +02 +1 3 1 +02 +1+02+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 HEAD AND SILL ANCHOR PIES 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +02+1 3 1 +q +1 +03+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 86.000x 38.375 48.000 50.625 54.000 50.000 83.000 1 +C2 +1 +02+1 2 1 +02+1 +02+1 2 1 +02+1 +C2 +1 2 1 +02+1 +02+1 2 1 +02+1 +02 +1 2 1 +02 +1 +02+1 2 A CLUSTER OF (3) ANCHORS RS CE CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C.ANCHOR SPACING) 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +C3+1 +C3+1 3 1 +02 +1 +01+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+03+1+03+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1+02 +1 +02+1 3 1 +02 +1+02 +1 3 1 +03+1 +03+1 3 1 +C3+1 +C3+1 3 1+02+1 +02 +1 3 1 +03�1 +03+1 3 74.0�1x38.375 48.000 50.825 54.000 60.000 63.000 1+02+1 +02+1 2 1 +C2 +1+02+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 1 +02+1+02 +1 2 F- I I 25 3/4° MAX. -..-11-..-3" MIN. 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +C3 +1 +03+1 3 es REVISED a; cuC^ } +cg wigs the Florida Building Cock Accegalce No O 0815.04 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+03+1+02+1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +03 +1 +03+1 3 ° 1 141 r X 1 141 O 1 X ,/ 1 +02 +1 +C2 +1 3 1 +02+1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +q +1 +03+1 REF. 3 9 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +C3+1 +C3+1 3 1 +02 +1+02 +1 3 1 +03+1 +C3 +1 3 7 -` 1+02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 1 +q +1 +q +1 3 1 +02+1 +C2 +1 3 1 +03+1 +03+1 3 MTG. RAIL, W/ QTY. KEY MAX. OF (3) ANCHORS ABOVE) 84.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02+1 +02 +1 3 1 +02+1 +02+1 2 1 +02 +1 +02 +1 TYP.- 2 EXAMPLE CLUSTER 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1+C3+1+C3+1 3 Ex. .'onj, F" /Mt_'o// 1 +02+1+02 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +02+1 +C2 +1 3 1 +03+1 +03+1 3 (SHOWN IN TABLE , �, , By U /,...._,_ 441.... Dade Product ''1"r =ion 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 3 1 +03+1 +C3+1 3 1 +03+1 +03+1 3 1 +02+1 +C2 +1 3 1 +q +1 +03+1 3 1 +C2 +1 +C2 +1 3 1+02+1+02+1 3 1+03+1+03+1 3 1.68+1.08.1 4►1+�F1+E3 +1 • 1.03 +1.01 +1 3 25 3/4° 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3;1+03+1 +03 1 4.i +�3+ : +C 1: 1•,C4g1 +0A +1 4 IJ -` `-11 /2" k --3° MIN 88.437x 38.375 48.000 50.825 54.000 60.000 63.000 1 +02+1 +02+1 1+02 +1 +C2 +1 2 1+02 +1 +02 +1 3 1 +C2 +1 +02 +1 2 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 2 1.?+7+Gtt1 3 $1•C2 +1•6¢41 1 + +140j.41 3 642+1+62+1 111 +1 +1 4 1sC3461i 3 +1 2 1111 .✓ /o n Robert L. Clarkk. P.E. PE 839712 Structural 3 9° REF. x 1 1111 O 1 X 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +02+1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +q +1 3 1 +q +1 +03+1 3 ------ ~ -�-----_ 1 +02 +1+02 +1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 7 +02 +1 +02 +1 3 1+q +1 +03+1 3 _/ 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 46 1 +q•1 +03+1 4 y+63 +4+ 1 3 11104 +1 +04+4 4 MTG. RAIL, TYP.- 1 +03+1 +03+1 3 1 +C2 +1 +02 +1 3 1 +03+1 +031 3:1 +c +1:C3+1 +C3 +1 +041 3 1 +1 +C +1; EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Rmsd Sy F.K Dew 4.807 Fmbbns C UPDATE TABLE 5, SELECT VALUES DUE =(TAj'�CFI�RtP�IDJ.; • •NNpp ' • �NOKO4 FL 34275 RC. BOX 1828 NOKO1119, FL 34274 ••T ANCHORAGE SPACING,XOX (1/3-1/3-1/3) T10a' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F.K. 70/17/06 a 8 REVISEANCHORAGEFORMAT, ,HEAD &S11 CLUST RS wader Data Reriefortx A ADD SPACE DIMENSIONS TYPES G F.K. BY: F.K. 5/13/06 tmw 2!18/66 der J.J. GLASS THRU L 0 3123106 _ _ _ Visibly Better - HR776 NTS 9 d 11 Dmen0' 4127 -10 R"" C • • • • • • • • ••• • • • • • • • •• •• • • s•41 s • • • • • • • • • • • • • •• •• ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1 -1/4" ELCQ TAPCO '- 2 -1/4" ELCO SS4 CRETE -FLEX 3 -412 STEEL SCREWS (G5) ANCHOR TYPE> & SUBSTRATE GLASS TYPES A, CAIN _ GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC ' 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES 2. GLASS TYPES: A 5/18' LAMI - (1/8° A,.090, 1/8' A) B. 5/16° LAMI - (1/8° A,.09), 1/8° HS) C. 5115118° U LAMI -(1/8" HS,.090,1 /8° HS) E. 7/18" LAMI - (3/16" A,.090, 3H6' A) E. 7/16° LAMI - (3116° A,.090, 3118° HS) F. 118_LAMI - (3116° HS 090 3116° N_ WINDOW SIZE W V H CI 6 = «8 m 2 ' a N _ °8 m 3 '4 r to = as m _ °a m z ‘4 QQ W h = e8 m -, 0 t6) x08 m 2 54 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +(2 +1 2 1 +02 +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 +02 +1 3 18 LAMI =1/8"O 776° 5116"(�318" 5N6 °LAMI-(1B°A,.o90,1/6°A) 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 76�FIR E46t`}f MrOR 3/8° SPACE,-5/18 t f8" 89$ S I. 13/18' LAMI IG -118° OR 3116° A, 5/16° OR 318" SPACE, 5/18° LAMI - (1/8" HS,.090,1/8" HS) J. 13/16" LAMI IG -1/8' OR 3116° A, 3/16° OR 1/4" SPACE, 7/16° LAMI - (3/16" A,.090, 3/18° A) K. 13/16" LAMI 13 - 1/8° OR 3116° A, 3/16° OR 1/4" SPACE, 7/16° LAMI - (3/16° A,.090, 3/16° HS) L 13/18" LAMI IG -1/8° OR 3/18° A, 3/16° OR 1/4° SPACE, 7/18" LAMI - (3/16° HS,.090, 3/18" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 183/4° MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 22112" MAX. O.C. TABLE KEY: O X 1+02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C3+1 3 48.000 X 38.375 48.000 50.625 54.000 60.000 83.000 1+02+1 2 1 +C2 +1 2 1+02 +1 2 1 +C2 +1 2 1 +02 +1 2 1+G2 +1 2 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 1 +03 +1 3 1 +02 +1 3 1 +02 +1 3 1 +03 +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 +03 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +C3 +1 3 1 +02 +1 3 1 +C3+1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 2 1 +C2+1 2 1 +02 +1 2 1 +C2 +1 2 1 +02+1 2 1 +C2 +1 2 2+03+21 3 ANCHOR QUANTITY PER JAMB 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 ` TL HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 1 +C3+1 3 3 1 +02 +1 1 +C2 +1 3 3 1 +C3 +1 1 +C3+1 3 3 1 +02 +1 1 +03+1 3 3 1 +C2 +1 1 +C2 +1 3 3 1 +03 +1 1 +C3+1 3 3 A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE ANCRSIXEDSECTION. (7) ANCHHOORS T TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) 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 b60�.000 8.375 (-8,000 50-.625 54.000 60.000 83.000 1 +02 +1 3 1 +02 +1 2 2 +C2 +2 � 2 1 +02 +1 3 1 +C2 +1 2 2 +02 +2 2 1 +C2 +1 3 1 +C2 +1 3 2 @C(...3: 33�I +C2 +1 3 1 +C2 +1 3 2 +C3+2 3 1 +03+1 3 1 +02 +1 3 2+ +2 3 1 +03 +1 3 1 +02 +1 3 2 +03 +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 e 314° MAX ---I F.--3" MIN. PROD)ucr:13v1SSD es comply4,3 with 112.1 Florida Building Code AccoptanwNo- OS 5.0x7 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3 +1 4 1 +03 +1 3 2 +C4 +2 4 9° REF. 1--- MTG. EXAMPLE CLUSTER O 1 +C3+1 4 1 +C3 +1 3 2 +04 +2 4 1 +03+1 4 1 +C3+1 3 2 +C4 +2 4 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 2 +C2+2 4 1 +0211 3 2 +C3+2 3 2 +C2 +2 4 1 +C2 +1 3 2 +C3 +2 3 . RAIL WI QTY. OF (3) ANCHORS 2 +03 +2 4 1 +C2 +1 3 2 +C3 +2 3 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 3 2 +03 +2 4 1 +C2 +1 3 2 +03 +2 4 2 +03+2 4 1 +02 +1 3 2 +C3 +2 4 (SHOWN IN TABLE KEY ABOVE) 129p9ati5n Date 2 L-f] - N By J. . ,.�c.,. „- r ado Product . "Trip v 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 30+€3.4• •1 4 +06 +1 72I( +1 .3 *1-C4+2 +( +2i e4• 3 . 8 314° MAX. 74.000 x 38.375 48.000 50.625 54.400 60.000 63.000 2 +C2 +2 3 2 +02 +2 2 2 +C2 +2 3 i2 +C2 +2 i3 -11I•.. -3° MINA 2 +03 +2 4 2 +02 +2 3 2 +C3 +2 4 +-3 +2• '� +(� +� '� '� +i',� +2 4• 9" REF.I T r O �/ � /V . -�'- ��o o f Rout L Clark, P.E. PE #39712 Structural 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 °2 +C3 +2• II 2# •3 2 +(C +2• •4 2 +C3 +2 4 2 +C3t2 3 2 +04 +2 4 2 +C3 +2 4 2 +C3 +2 3 2 +C4 +2 4 M►G• RAIL • EXAMPLE CLUSTER W/ Q. OF (4) ANCHORS 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 . 2 +C3 +2 5 2-1-.C.3+1 2 +01 +2 4• 2 +C3 +2 4 1 +C3+1 3 2 +C4 +2 04 '2+Fi4•l4 5 4 +C3 +2 4 2 +04+2 5• Reas4 ar FIG Memo 15/07 =Oleos C CFIG.ra81E9 TO 6, & SELECT • • VALUES 0U10 • R�AP!A • • • • 4E • • ♦ • • • • • ,gNCHORAGE SPACING, OX AND XO WINDOWS ""° ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rossi* F.K Rs= 10/17/06 B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUST!R8 QL � NOltaxtti9! FL x4279 Rose r aY F.K. 5/M3106 A ADD SPACE DIMENSIONS TO GLASS TYPES G 7NRU L RC. 9Cx 1529 R F1( 1== 2!28/06 Chseassdayr J.J. ms 3!13106 I _ _ NOKOMIS. FL 34274 Visibly Better NTS _ 10 m 11 4127 -10 C • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN. 3.4 KSI CONCRETE lx WOOD BUCK, NOTE 3 1 3/4° MIN. E.D. TYP. 2x WOOD BUCK NOTE 3 ;.. NOTE 1,A, 1 1 1/4' MAX SHIM CONCRETE ANCHOR, NOTE 1 DETAIL A WOOD ANCHOR, NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 /4° MAX --► '+— SHIM 1 �° MIN. WOOD ANCHOR, NOTE 2 1/4' MAX. SHIM -1 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 1 3/8° MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 13/4° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4° SS4 CRETE -FLEX WITH © #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS 15 LESS THAN 1 1/2°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4' MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDmON. (1.5 KSI CMU) OR PER NOTE 1 Q (3.4 KSI CONCRETE) J 13/4° EXTERIOR INTERIOR MIN. E.D (H & SILL DETAILS TYP. 4 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS 1/4° --7[MAX. SHIM • NOTE I© ':�sy1t3MIN. 1 314' YP.'tt ° : • MIN. 3.4 KSI E.D. TYP. • �' •' • • CONCRETE DETAIL C BUCK, DETAIL D © NOTE 3 -- - -- TYPICAL FLANGE FRAME SILL S6?f1O1t,Ig • • • • Rend fly, 9'5'5 � REVISE NOTES 1 & 2 REGARDING TRIMF17�H0. & E 1BEL 4E'! • • • f FX. 4/15/07 C ADD LE. FRAME CHO. NOTE 5 TOFBC, ' 0�}tcflR•jj..�YDwvE EX INOKOMIB!FL 34275 F.K. P.O. BOX 1529 NOKOMS, FL 34274 WOOD ANCHOR, NOTE 2 DETAIL H (HEAD NAILING .131 DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5' O.C. TYPICAL DETAILS G, H & I. • 2x WOOD • • • i • • =Q TYPICAL INTEGRAL FIN FRAME SECTIONS DETAIL G (SILL)© DETAIL I (JAMB) © By Data R°visiwn • • • • REVISE EDGE DIST. , EMBEDMENT& 8117. F FERENLIES Rate ea ar: F.K 10/17/08 Data 8/13/00 Ixaeana A Det mar 2/18/08 J.J. ADD NOTE 5. 1 Acs},+_ 14o Product ✓"S".li • ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Webb Better ••• • 7 • • -•1. t 1- • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0110 • • • ••• • • SeriaalUotek HR710 Half sa°e 11 a 11 4127 -10 Robert L Clark P.E. PE #.38712 Structural MIAMMADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 3427 SCOPE: 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.buildingcodeonline.com 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 Bull ' • • • • • �g�e, including the High Velocity Hurricane Zone. • • • • •••• DESCRIPTION: 1"x Std. Wall- Aluminum Tube Clipped Mullion- L.M. •• • • I. •••• APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Alg'ube CliPFed Mullion ", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robejt L: Clark, P E!,4 ted 04/28/00, with last revision on 05/30/06, bearing the Miami -Dade County Product Control keneY'al Stamp w.th last the Notice of Acceptance number and expiration date by the Miami -Dade County Proclivt,(entrol bbvision. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logd, city -state and• • • • following statement: "Miami -Dade County Product Control Approved ", unless otherwise n�ted!hcrein. • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has beetfno • change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 04- 0528.04 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 Jaime D. Gascon, P.E. •••••• • NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 • • 000000 • • •••••• • • • • 00000 ••••.• 00000▪ 0 • • 000000 • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6220, Sheets 1 through 5 of 5, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion, prepared by PGT Industries, dated 04/28/00, with last revision on 05/30/06, 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 ix 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" 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. windok•(O0 IL" • ' • configuration) 80" x 76" mulled together with a lx 4 x std. wadlion, pi�'d .. red • . by Fenestration Testing Laboratory, Inc., Test Report No. FTL.20b3, dated ."" • 01/05/01, signed and sealed by Antonio Acevedo, P.E. • • "Submitted under NOA# 04-0528.04" • •" • • • • • 3. Test reports on 1) Uniform Load Static Air Pressure Test, per Flig.TAS 2021111-•• • • • .... 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 lx 2 x 3A" wall vertical muffin •� 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- 0528.04" 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, P.E. Jaime D. G con, P.E. Chief, Product Control Division NOA No 06-0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 04- 0721.01 issued to Elco Textron, Inc., for Tapcon Concrete Anchor, dated 03/09/06, expiring on 01/08/11. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. G. O'1/MR 1. Notice of Acceptance No.04- 0528.04, issued to PGT Industries for 1" x Std. Wall- Aluminum Tube Clipped Mullions, dated 07/08/04 and expiring on 06/28/06. E -2 • • •••• • • • • •••• •• •• • • •••••• •••• •••••• • • • • ••••• ••••• o • • • •••• ••• - • ••••• • • • •• • • •••• ••••• • •• •••••• • • • •••••• • •••• • • • •••••• •••••• • • • •••• • • • • • • • • • • 000000 • • • •• • •• • • • • jr, u'ieD.Gascon,'.E. Chief, Product Control Division NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ANCHORS DETAIL "5", "C" OR D" AT BOTH ENDS AND AT BOTTOM MULLIONS ANCHORS DETAIL A ANCHORS DETAIL A W1 1 W2_H W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MI) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR Wl +W2 MULL LENGTH = Hi MIR . THE 33 1/3X STRESS INCREASE HAS NOT BEEN SHEETS 2, 3 AND 5. i H t. ANCHORS DETAIL "5", "C" OR D" AT BOTH ENDS AND AT BOTTOMS n �YI - "MilkM3 lir r ---W 1 I41 W3-- _ W1 1 W2_H W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MI) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR Wl +W2 MULL LENGTH = Hi MIR . THE 33 1/3X STRESS INCREASE HAS NOT BEEN SHEETS 2, 3 AND 5. i H t. ANCHORS DETAIL "5", "C" OR D" AT BOTH ENDS AND AT BOTTOMS n "MilkM3 r I ---W 1 2 I4/ W3-- _ H1 W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = H1 USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND ANCHORS DETAIL "B ", "C" OR D" BOTH ENDS ANCHORS DETAIL "B" "C" OR D" BOTH ENDS MULLIONS H / W2 W W = _Wiz I-W2� MULLION C(2 OWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO 4 O� 41101-S. 41101-S. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON- IMPACT APPLIC J7Ot' S! • MA • • • ; ; : • • 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. • ' ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ' • ••. ' • • • • ANSVAF &PA NDS -2001 FOR WOOD CONSTRUCTION' ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THG HIGOI VELOg11' HURRICANE ZONE (HVHZ). • • • • • • • • • • 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO FRANfF'LGr DI. PR ® TO THE STRUCTURE. • • • • • • • • ••• •• • • . • • • • •• • LOCATION, ULLION H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR 1-11 +H2 MULL LENGTH = W REFER TO PRODuCreertevaS u*�+ pwu, A0°' " , + 25AG TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS • • • • • ••• • • Robert L Clark, P.E. PE #39712 Structural INDU Raved F . 5730/06 D- ADD NOTES 5& 6 Raved Sy: Revisions: F.K.8 /O6 C ADD TECH. REFS. Dram 9y. Do e: P.J.P. 4/28/00 Deacrtptton: 1 " STANDARD WALL, ELEVATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 mw ALUMINUM TUBE CLIPPED MULLION Series /Modal' MULLS Sole: NTS Sheet. 1 w 5 Drawing No. 6220 Rev. • ••• • • • • • • ••• i • • • • • • •• •• • ••• • • • ••• • • • • • • • • • • ••• •• • ••• • • PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1x MULLION WOOD BUCK 1" MULL= i" MIN. FOR 1" MULL i" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" 2h(TYP) 10Y 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH WOOD BUCK EACH OTHER) REMOVED TO SEE NOTE 3 CONCRLIk. PGT 1 x MULLION #12 SCREW, SEE NOTE 3 1" PGT Ix MULLION SEE NOTES 2 & 3 MIN. 2h(TYP) 2" OR 4" 1 SEE • • .1' so NOTE 1 JP WOOD MIN. BUCK 211(7YP) lg(TYP #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & ANCHOR EMBED. SEE NOTE 2 PGT ix MULLION--- TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK. DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI—DADE COUNTY, USE ONLY MIAMI—DADE NOTES; COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE—FLEX MASONRY SEE ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE NOTE IS 2 1/2". MIN. EMBEDMENT: TAPCONS 1 1/4". CRETE—FLEX 1 3/4" 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 A STUCCO. • • 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR Aral% :: LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR miuu-neocce • • TO BE HALF THE QUAN777Y OF ANCHORS FROM CLIP—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 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICA770N. ANCHrIlp LOASING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF Thin iit,FPF01/4 ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATO. • • 6. REFERENCE TEST REPORTS: FTL-2902, 2903 AND 2975. 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 & SEE NOTE 1 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. DETAIL "C" 1 2 MIN. 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 2-17(TYp)iharP SEE NOTE MASONRY ANCHOR, SEE NOTES 1 & 3 WOOD BUCK TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS • • • ek... • • • • ...5..---.1.0 • {F" : • • • • • . • • Robert L. Clark, P.E. PE #39712 Structural Rerte: Dot ILMODIiY NOTES 3 & 5 al:midingPtWDUCTewiegli""wIthtbertellidf - AecepteureNe 0.!.• •Mndos Roved By: Oa to Revisions: F.K. 5/8/06 C-ADD EMBED. DETAILS Dm= Br Date: P.J.P. 4/28/00 Description: 1" STD. WALL, CLIP INSTALLATION DETAIL 1070 TECHNOLOGY DRNE NOK01•11S, a 34275 P.O. BOX 1529 NOKOMIS, FL 34274 /We: ALUMINUM TUBE CLIPPED MULLION Seriaa/Modek Scalw Sheet Drawing No. Rev: MULLS NTS 2 of 5 6220 • • • • • • • • • • • • ••• • USSSS •• •• • • • ••• • • • • • ••• • • • • • • • • • • • •• •• • ••• • (CLIP TO OPENING) EXTRUSION DWG 11099 CUP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 x 1/8 1 11/16 1 x 4 x 1/8 .3 11/16 4MA. MAX. F LA --..1 A/2 ® TWO (2) ANCHOR LOCATIONS NOTES: -- 3MIN.TYP rBMIN. 14MAX. } L 8MIN.f 3111 © FOUR (4) ANCHOR LOCATIONS .•• • • 1. IMPORTANT: QUANTITY OF ANCHORS SHOW ARE FOR • • PICTORIAL REPRESENTATION ONLY. FOR OORRECT VUf/ftY OF ANCHORS, PLEASE REFER TO CHARTS 1• .N0 R2.0M • SHEET 5. FIND THE CORRECT MULL SIZE.4ND PRL•SSURP� REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION • • SHOWN AS MAX. • • • • • • • s• 3. REFERENCE TEST REPORTS: FTL -2902, 2603 f97 • •• •• • • • • •• • • • • • • • . • • • • ••• •• •• • • • •• 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 A/2 8MIN.I LA. J 1 ONE (1) ANCHOR LOCATION (3)EQ.SP.19 (A -3/4)/ pMIN. TYP. 8=3-MIN. O THREE (3) ANCHOR LOCATIONS Pi#D0uCTRENEWED w1111 Florida Na s. 7sa:» i" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS • • • • ••• • • Robert PE r39712� P.E. Structural It T INDUSTRIES "11! 530/06 DR 0 CCHC THIS SHT Revad By 5%8/06 Revisions: C— REVISE SPACING Omrn By: P.J.P. 428/00 Deecr1pHom 1" STD. WALL, ANCHOR LOCATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION MULLS Scala NTS Swot 3 01 5 Drawing No. 6220 Rev Q • • • • ••• • • •• • • • • • • • • • • • • • ••• • • • • . •• • •• • • • .• •• • • • • NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 (TYP) 1 x STD. WALL MULLS MAT'L: 6063 -T6 • • 7;1 • • 1.1 • • • •• ••• •• • ••• • • • • • • •'• • • • • • • • •• •• • • ••• 1 I (TYP) 14 1 r TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS • • • • • • • •r • • • Robert L Clark. P.E. PE $39712 Structural INDUSTRIES 1070 TECHNOLOGY ?AWE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS R. 34274 RAF K. 9/06 B -NO CHG. THIS SHT. 8/06 C -NO CHG THIS Siff By' 0 m Drawn 48/00 Description: 1" STD. WALL, MULLION PROFILES TRIe: ALUMINUM TUBE CLIPPED MULLION Serks /Modeb Scale: Sheet, mulls 1X 4 a 5 Drawing No. 6220 Rev: D ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • • • •• •• •• ••• • • CHART 1. - 1x2x.125 QTY. & TYP. ANCHOR OPENING WIDTH 50 60 70 80 90 CLIP TO OPENING (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B IN INCHES 100 110 120 130 160 (2) A (2) A (2) A (2) A (2) A (2) B (2) B (2) B (2) B (2) B CLIP TO MULL (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B W v z X C7 2 42 48 50.625 54 60 63 66 72 76 78 129 115 107 104 103 103 83 73 67 63 61 61 70 61 55 52 50 49 103 103 103 103 61 61 61 61 49 49 49 49 57 49 44 41 39 38 38 38 38 38 41 35 31 29 27 26 35 30 27 24 23 22 30 26 23 21 19 18 25 25 25 25 21. 20 20 20 18 17 17 17 23 20 17 16 20 17 15 18 15 CHART 2. - 1x4x.125 QTY. & TYP. OPEN NG WIDTH IN INCHES ANCHOR 50 60 70 X80 90 100 110 120 130 160 CLIP TO (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A (2) A OPENING (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B CLIP MU LL L (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B MULL MULL LENGTH IN INCHES 42 170 170 170 170 170 170 170 170 170 170 48 170 170 170 170 170 170 170 170 170 170 50.625 170 170 170 170 170 170 170 170 170 170 ▪ 170 170 170 17.0 162 158 157 157 157 157 ( 6t 170 63 170 160 66 170 145 127 115 106 100 96 93 92 92 72 142 120 105 95 87 81 76 120 78 Ell 84 90 96 108 111 144 170 157 143 134 127 124 122 122 122 141 11 9 1 12 108 106 106 106 102 90 81 74 69 94 83 74 68 63 77 74 •7E • ?1; 65 63 • 61 •49 .' .4 • 60 57 75 0 50 65 43 30 59 47 38 28 24 53 43 24 49 39 20 42 33 27 :18• •q6. • 40 31 • 24 • 1Q • _ ••• • • • • • • • • • •• • • • •• (Vertical Mull Mull Length Opening 4 Width Horizontal Mull Opening Width Mull Length Multiple Mulled Units 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 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. • • • • • • • • • • • • • • ••• •• • • • • •_• TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS • • • • • • • ••• • • Robert L Clark, P.E. PE #39712 Structural 1070 TECHNOLOGY ORME NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS. FL 34274 • • • • • • • •.• • • • • • • •• • • • • • ••• • • • • • • • • • • • • • • •• •• ••• • • 1" STD. WALL, PRESSURE CHARTS 1 & 2 Me: ALUMINUM TUBE CLIPPED MULLION Serieo /YoddE MULLS Seats: NTS Sheet: 5 of 5 Drawing No. 6220 Rev: D MIA MIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUfl'1!< 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 Simonton Building Products, Inc. (dba Simonton Windows) 1 Cochrane Avenue Pennsboro, WV 26415 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 • :: • • • • p pp designed to Comply with the Vori .•Building,,o4e, • including High Velocity Hurricane Zone of the Florida Building Code. • • • • • • DESCRIPTION: Series "002/002" 1 "x 4" Aluminum Tube Clipped Mullion-Impact...." • • PPS APPROVAL DOCUMENT: Drawing No. Dade -135, titled "002/002 Storm Breaker Pk»A1. Muli8>a" •sheets 1 through 4 of 4, prepared by manufacturer, dated 06 -13 -04 and last revision on 6/28 /04, si l and sealed }y Charles A. Pagen, P.E., bearing the Miami -Dade County Product Control Approval staml? •ie Notig4 a• °°°°°° Acceptance number and Approval 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, cit,stnte atc��• , • following statement: "Miami -Dade County Product Control Approved", unless otherwise nofel. 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 and evidence sheets E -1 & E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 04- 0331.01 Expiration Date: August 05,2009 Approval Date: August 05,2004 Page 1 • ..••.. Simonton Building Products, Inc. (dba Simonton Windows) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. Dade -135, titled "002/002 Storm Breaker Plus AL Mullion ", sheets 1 through 4 of 4, prepared by manufacturer, dated 06 -13 -04 and last revision on 6/28/04, signed and sealed by Charles A. Pagen, P.E. B. TESTS (Test conducted under SFBC, PA 201, 202 and 203 -94 now known as FBC, TAS 201, 202 and TAS 203 -94, test report issued to Norandex (transfer of sales to Simonton) 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked up drawings and installation diagram of aluminum tube clipped mullion, prepared by Fenestration Testing Laboratory Inc, Test Report No.FTL -3476 (02065), dated July 03, 2002, signed and sealed, based on review of original test report) by Edmundo Lagaespada, P.E. (Note: Original test witnessed by Luis Figueredo, P. E.) ••. • C. CALCULATIONS 4. . ` • • • • 1. Anchor verification and performance analysis dated 03/05/04 and last revisei o$ 6/28/0 • • prepared, signed and sealed by Charles A. Pagen, P.E. ...... • • `�• D. QUALITY ASSURANCE BY: .•••• • 1. Miami Dade Building Code Compliance Office (BCCO). ••• .••••. •• • •• E. MATERIAL CERTIFICATIONS .. , • . • 1. None • ..... • F. STATEMENTS • •` - .• • • • •• • • • 1. Court order case #00- 0387(JFK), dated 01 -27 -2003, asset sell and purchase agreement • • between Exterior System Inc (Seller) and Simonton Building Products (Buyer). 2. State of Delaware certification dated 27 th December 1999, confirming corporation organization and existing of " Norandex Inc" under the name of `Exterior System Inc." under the law of State of Delaware. 3. State of Florida certification dated April 29, 2003, confirming Simonton Building Products Florida Inc, corporation organized under the law of West Virginia, authorized to transfer business in the State of Florida. • • • • • • • • • •• • •• • • • ...••• • • • .•.•.• ..•••• • • • •••••• • • ••••.• • • 00000 • • ..••• •••• • • •••• E -1 t a hug L Chanda,iPE. Product Control Examiner NOA No 04- 0331.01 Expiration Date: August 05, 2009 Approval Date: August 05, 2004 • • •••••• • • Simonton Building Products, Inc. (dba Simonton Windows) NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT ED 4. Statement letter dated March 25, 2003, issued by Norandex Building Products requesting" transfer and Name change of existing NOA(s) / Pending files due to sale of asset of Exterior System Inc (dba Norandex/Reynolds) to Simonton Building Products. Norandex Inc also stipulated that the product will no longer manufactured by them and all Rights of NOA(s), being sold to Simonton Building Products, signed by D. J. Screiner, VP- Operation. 5. Un -dated letter issued by Simonton Windows requesting the Norandex Building Products, currently existing NOA(s)/ pending files be transfened to the name of Simonton Windows, signed by Chuck Anderson, P. E. Regulatory Manager. 6. Statement letter of conformance and "No financial interest ", dated 03 -08-04, signed and sealed by Charles A. Pagen, P.E. 7. Statement of compliance, issued as part of above referenced test report by Fenestration Testing Laboratory Inc. G. OTHER 1. Documents of sales of asset of Norandex Building Products Co. to Simonton Building Products Inc. • • • • • •• • •••••• • •••••• •••• • • •••• •1111• • • •• •• 000000 • • • • • • • • • • •• • 0••• • • •••• •••• • •••• • •• • • • • • •• • •• • • • •••• • •••• • • • • •••• •1•••• • • ••.••• •• •1111• • • •••••• • • 00000 • • 00000 •1.111 • • • •••••• •• • • • • 1 S La's 1. vicic Ishaq L Chanda, P.E. Product Control Examiner NOA No 04 -0331.01 Expiration Date: August 05,2009 Approval Date: August 05, 2004 E -2 MULLION CUPS XFLA -36 AL 6063 T6 MAX VERTICAL MULLION SPAN ALL WINDOWS UNDER SEPARATE APPROVAL VY.) YV9, Forr■- --mi" 1 rerrAw ITARY WIDTH + W2 MAX. TRIBU W -W3+W4 2 2 rP 1.N.0.. ..aN B, 0 0 _A I� -� 0 Fil iffilA , ...4,EMW 1 i. 0 _ XFLA -39 VERTICAL 1" X 4" MULLION MAX TRIB TARrwlD 2 W4 ARY WIDTH MULLION CUP XFLA -36 AL 6063 T6 CIRCLE TOP OR TRANSOM REV. REVISIONS: REVISED BY: DATE A REVISED PER DADE MARKUPS ESL 6/16/04 ALL WINDOWS UNDER MULLION CLIPS XFLA-36 AL SEPARATE APPROVAL —� 6063 T6 MAX TRIBE IN— W1 NOTES: 1. THIS MULLION SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 CHAPTERS 16, 17, AND 24 FOR THE HIGH VELOCITY HURRICANE ZONE. 2. ALL MUWON & CLIP EXTRUSIONS ARE ALUMINUM, 6063 —T6 ALLOY, WITH A MINIMUM Fy OF 25,000 P.S.I. 3. BASED ON LABORATORY TEST REPORT NUMBER FTL -3476 FENESTRATION TESTING LAB, INC.. 4. THE 1 BY AND 2 BY WOOD BUCKS (BY OTHERS) MUST BE DESIGNED TO CARRY WINDOW WIND LOAD IMPOSED ON THEM AND MUST BE REVIEWED BY THE BUILDING OFFICIAL. 5. THIS DRAWING IS FOR ALUMINUM IMPACT RESISTANT MULUON AND CLIPS APPROVAL ONLY, SEPARATE APPROVAL IS REQUIRED FOR THE WINDOWS. THE LOWER DESIGN PRESSURE OF THE WIN OWS QR THE MULLION IS THE ONE THAT APPLIES TO THE INSTALLATION. TTIIC� CQI,NECi1011 OF•�- IE�MDQLUUR1 TO THE WINDOW JAMBS SHALL BE THE SAME AS THE WINDOWS APPROVAL. • • • 7, : • • • • • 6. MULUON CUP SCREWS ATTACHED TO MUWON ARE STAGGERE?•ON OI11009PTE•SICE40 :141W0IM SO AS TO NOT INTERFERE WITH EACH OTHER. • • • • • • • • • 7. CONCRETE COMPRESSIVE STRENGTH = 3,200 PSI AT 28 DAYS! • ••• • IMPACT RESISTANT • • • •• ••• • • • • • • ••e• • • • • •• • • • • •e• • • • • • i • • • • • • • • • • • • • • • • • APir valeta r MAX HORIZONTAL MUWON SPAN XFLA -39 HORIZONTAL 1" X 4" MULLION MAX TRIBUTARY WIDTH w= WI + W2 2 a OSIMONTON' SCALE. NTS ES 1 of 4 DATE: 813/04 W 1»»» N, s SIZE pRAWIN N0: REV: CHECKED BY: DATE Corporate Headquarters B DADE -135 A LNJ 8/18/04 1 Coclnene Avenue Pamsbow, WV 26415 Marathannnitig Plant 4504 3016 Sttant, West Btadentan, FL 34207 FIE' DADE -135 —A DRAWN BY: RLK APPRYD BY: DATE OP 6/28/04 SERIES: PLUS AL MULLIONS & CUPS TITLE: ALUMINUM IMPACT RESISTANT 1 "X4 " MULLION &CUPS • • ••• • • • ••• • • • • • • • • • • ••• • • • • • • • •• • . ii ITEM # 2 1" x 4" MULLION (XFLA -39) ALUMINUM ALLOY 6063 —T6 1000° MULLION ANCHOR CUP (XFLA -36) ALUMINUM ALLOY 6063--T6 MAX. MUWON SPAN IX 70 BE ENGINEERED SEPARATELY A REV. REVISIONS REVISED BY: DATE A REVISED PER DADE MARKUPS ESL 6/16/04 BUCK 1 -1 t MN. INTO 2 BYT df1O HOV3 (4) 1V101 1-1/4" MIN EMBEDMENT INTO MIN 3,200 PSI CONCRETE 1-1/4° MIN EMBEDMENT INTO MIN 3,200 PSI CONCRETE HORIZONTAL CROSS SECTION W /CONCRETE SUBSTRATE, .750" .750" 2.000 .750" .750 .750" TOTAL (4) EACH CUP 2.000" 3.500" .750" iEfirte� ire. "yam WO the dt13 HOV3 (4) "N101 1-1/41 MN EEMBEDMENT INTO MIN 3,200 PSI CONCRETE HORIZONTAL CROSS SECTION (THRU 1" BUCK) OPTION 2 BY BUCK TO BE ENCNEERED SEPARATELY HORIZONTAL ANCHOR OPTION: NST2LBY BU.K SUBSTRATE W/#14 SMS A • • is • • • • •• • • ••• • • • • • • S:CIZOIfi C:C •(0 �'-B) ••• ••: •1'M' X•4" MiJLL•10I3) • • • • • • • • • • • • • • • • • • • • • •• ••• • • • • ••• • • • •• • • • • • • • • • • • • • • • • • • • • 2X TO BE ENGINEERED SEPARATELY VERTICAL ANCHOR OPTION: 2 BY BUCK SUBSTRATE W/ #14 SMS INSTALLATION CHARLES A. P FL REG ENG 6/16/04 21 P.E. MOSIMONTON" W I N D O W S Comereta 1 e Avenue Pemsbom, WV 26415 Idanaacturing Pbmt 4504 30th Street, West Bmdontox,PL 34207 NTS 1 3 of 4 B IDADE NO: 135 I A DRAWN BY RUC CHECKED BY: LNJ DADE -135A APPRVS BY: cp DATE: 12/13/02 DATE 12/13/02 DATE 12/17/02 FRIES: 2 2 STORMBREAKER PLUS AL MULLIONS & CUPS TITLE ALUMINUM IMPACT RESISTANT 1" X 4" MULLION & CUPS • • • ••• 'tees • • • • • • ••• • • • • • • • • • • • • •• • • • ••• ••• • • • • • • • • • •• •• • • • EDGE DISTANCE 2 -1/2" MIN TOTAL (4) EACH CLIP EDGE DISTANCE 2 -1/2" MIN MAX. MUWON SPAN VERTICAL CROSS SECTION W /CONCRETE SUBSTRATE ANCHOR OPTION #1: MULLION ALUMINUM ANCHOR CLIP W/1 /4 "95 ITW /ELCO TAP CON 1X BUCK TO BE ENGINEERED SEPARATELY EDGE DISTANCE 2 -1/2" MIN TOTAL (4) EACH CUP EDGE DISTANCE 2 -1/2" MIN 4 C —C 1.000" TOTAL (4) EACH •147A= gXQH CUS • • •. ••• • ; ..: ~ VERTICAL CROSS SECTION oo •• • • • ••• ; : •• W/1 BY BUCK SUBSTRATE •• ••• •• OVER CONCRETE • c • • • • •• ••• • • • • • • • ••• • • • • • i•• ••• • • • • • • • • • • • • • • '• • • • • • REV. REVISIONS REVISED SY: DATE A REVISED PER DADE MARKUPS ESL 6/16/04 tw 4 & F • 1 CHARLES A. 'PIE N, P.E. FL REG ENG #49121 6/28/04 OSIMONTON° W I N D O W S Corporate Headquarters 1 Cochrane Avenue Pannaboro, WV 26415 Manufacturing Plant 4504 30th Srost, West Bradenton, 1r1. 34207 SCALE SHEEP: DRAWN BY: DATE NTS 2 of 4 MK 05/13/04 SfLE. pRASING NCr. REM 41ECICEU BY:DATE B IDADE -135 I A Lad 08/18/04 FIE' APPRYD BY: DATE DADE -135A ca* 05/28/04 STORMB E 2 PLUS AL MULLIONS & CUPS 1111E: ALUMINUM IMPACT RESISTANT 1" X 4" MULLION & CLIPS •e• • • • • ° • • ••• • • • • • • • • •• •• ••• ••• • • • • • ••• • • • • • • • • • • • • •• •• 1NQM PART N°- QTY. DESCRIPTION VENDOR REV. REVISIONS: 6/13311 BY: DATE A REVISED PER DADE MARKUPS ESL 6/16/04 1 XFLA -36 ALUM. ALLOY 6063 -T6 2 MULL BAR ANCHOR CUP PROFILE EXTRUSIONS 2 XFLA -39 ALUM. ALLOY 6063 -T6 AS REQD 1" x 4" HEAVY DUTY MULL (SEE NOTE 3) PROFILE EXTRUSIONS 3 PURCHASE 8 4 PURCHASE 8 # 1/4 "0 x 1 -3/4" TAPCON BY ITW /ELCO # 1/4"0 x 2 1/4" TAPCON BY ITW/ELCO PURCHASE PURCHASE 5 PURCHASE 8 #14 SMS PURCHASE 6 PURCHASE 8 # 10 X 3/4" SMS SCREW PURCHASE MUWON TYPE MUWON CUP XFLA -39 XFLA -36 1" X 4" EXTRUDED ALUMINUM VERTICAL MULLION D.P. CHART MUWON SPAN (inches) MAX. WIDTH W= TRIBUTARY W32 W4 MUWON WOOD CONCRETE DESIGN PRESSURE (SEE NOTE 1) #14 SMS (SEE NOTE 2) 1/4"0 TAPCON 26 19 -1/8 ±70 PSF OK OK 38 -1/4 19 -1/8 ±70 PSF OK OK 50 -5/8 19 -1/8 ±70 PSF OK OK 63 19 -1/8 ±70 PSF OK OK 76 -3/4 19 -1/8 ±70 PSF OK OK 26 26 -1/2 ±70 PSF OK OK 38 -1/4 26 -1/2 ±70 PSF OK OK 50 -5/8 26 -1/2 ±70 PSF OK OK 63 26 -1/2 ±70 PSF OK OK 76 -3/4 26 -1/2 ±70 PSF OK OK _26z 37 ±70 PSF OK -OK- -_ 38 -1/4 3/ ±70 PSF OK OK 50 -5/8 37 ±70 PSF 03 fl ± -79-P. �.. 76 -3/4 37 ±70 PSF N/ _ _ OK/ 2-6-- 53 -1 /8 ±70-FPSF- OK OK 38 -1/4 53-1/8 ±70 PSF OK OK 50 -5/8 53-1/8 ±70 PSF N/A OK NOTES: MUWON INSTALLATION ANCHORS: 1. INTO 2X BUCK: #14 SMS W /MIN. 1 -1/2" EMBEDMENT 2. INTO CONCRETE OR THRU 1X BUCK: 1/40 ITW /ELCO TAPCON WITH MIN. 1 1/4 EMBEDMENT INTO CONCRETE. 3. MULLION TUBE LENGTH IS 1/2" SHORTER THAN MUWON SPAN SPECIFIED IN DP TABLE. • • • • • • •• • •• •• • • • • • • • • • • •• ••• • • ••. •• •• . • • • • • •• ■• ••• •• • • • • • •• ••■• • • • • • • • • • • • •• • • • •� • • • ■ • • • • • s • • • • • • • • • • • • • • • • • MUWON TYPE MUWON CUP XFLA -39 XFLA -36 1" X 4" EXTRUDED ALUMINUM HORIZONTAL MULLION D.P. CHART MUWON SPAN (inches) MAX. WIDTH W= TRIBUTARY W72WZ MUWON WOOD CONCRETE DESIGN PRESSURE (SEE NOTE 1) #14 SMS (SEE NOTE 2) 1/4 "0 TAPCON 38 -1/4 26 ±70 PSF OK OK 38 -1/4 38 -1/4 ±70 PSF OK OK 38 -1/4 50 -5/8 ±70 PSF OK OK 38 -1/4 63 ±70 PSF OK OK 53 26 ±70 PSF OK OK 53 38 -1/4 ±70 PSF OK. OK 53 50 -5/8 ±70 PSF OK OK 74 26 ±70 PSF OK OK 74 38 -1/4 ±70 PSF OK OK CHARLES A. PAi, P.E. FL REG ENG #49121 6/28/04 OSIMONTON. W 1 14 14 0 14! 8 CreporeteHeapactem 1 CocMme Avvcmtee Pemebom.WV28415 Mmmofacnuin0 Pleat 450430th Street, West Bradanlm,5L 34207 NTS SIZE' B FILE' DADE -135A 4 of 4 DRAWN BY: DATE RLK 00/13/04 DATE: 08/18/04 APPRYD BY: DATE cP 08/20/04 DRAG N0: DADWINS -135 IREV: A CHECKED 8Y: LNJ SEIDES: D1132/04/2 STORMBREAKER PLUS AL MULLIONS & CUPS TITLE: ALUMINUM IMPACT RESISTANT 1" X 4" MULLION & CUPS •• • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: 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.huildingeodeonline.com This NOA is being issued under the applicable mles 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 Nitwit Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the won date stated below. The MiiamiDade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Canty) 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 merely 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 "SGD -730" Aluminum Sliding Glass Doors — L.M.I. APPROVAL DOCUMENT: Drawing No. 4406 -1, titled "Alum. Sliding Glass Door, Impact", sheep I through 17 of 17, dated 4/15/05 with revision E dated 4112/06, prepared by marmfacturer, signed and sealed by Lucas Andrew Turner, P.E., bearing the i Dade Comity 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 went label with the manufacturer's name tit logo, city, *Wand following statement: "Miami-Dade County Product Control Approved", unless othefftisb'noted • RENEWAL of this NOA shall be considered after a renewal application has been.fileXaend there ha been no change in the applicable building code negatively affecting the perfor mer= of ibis lrrodact.: ° ..' TERMINATION of this NOA will occur after the expiration date or if there has it'd cedhange in the materials, use, and/or manufacture of the product or process. Misuse of this IttO as an endorsement of any product, for sales, advertising or any other purposes shall automatically tesireiNielits NOt hellfire to comply with any section of this NOA shall be cause for termination and removal of 1�OA *••••• • • ADVERTISEMENT: The NOA number preceded by the words Miami-Drat. minty, poop, auk • • • ° • followed by the expiration date may be displayed in advertising !iterative. If any portion of trite 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 # 05- 0526.05 and consists of this page 1 and evidence pages 13-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • • • • O 0 • • • NOA No 06-0523.03 Expiration Daft November 11, 2009 Approval Datc August 3, 21016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4406 -1, Sheets 1 through 17 of 17, titled "Alum. Sliding Glass Door, Impact", prepared by manufacturer, dated 4/15/05 with revision E dated 4/12/06, signed and sealed by Lucas Andrew 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 Wmd Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F"11- 44454, dated 01/31/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA # 04- 0622.0, 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 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F L 4524, dated 01/31/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA # 04-0622.07) 3. Test reports on 1) Air infiltration Test, per FBC, TAS 202-94 • • • • • 2) Uniform Static Air Pressure Test, Loading p4, TAS2Q2 -94 . • 3) Water Resistance Test, per FBC, TAS 2024M. • • • •: • • 4) Large Missile Impact Test per FBC, TAS 205-94• • 5) Cyclic Wmd Pressure Loading per FBC, TAS•203 -94 s • • •. • 6) Forced Entry Test, per FBC 2411 3.2.1 (b) .T .S 200 -9f, • • along with marked -up drawings and installation diagram of an aluminum g glass • door, prepared by Fenestration Testing Laboratory, Inc., Test finett No. FTL -4159, • • dated 03/25 /04, signed and sealed by Edmundo Largespada, P.E. • , • • • • . (Submitted under NOA # 04- 062Z07j • • • • • • • •• .• • E -1 ManuelP Product Control NOA No a "7.03 Expiration Date: November 11, 2009 Approval Dates August 3, 2006 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • 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 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4161, dated 03126/04, signed and sealed by Edmundo Largespada, P.E. (Submitted under NOA # 04-0622.0 5. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4163, dated 03/25 /04, signed and sealed by Edmundo Largespada, P.E. (Submitted under NOA # 04-0622.07) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 5 /12/06, signed and sealed by Lucas A. Turner, P.E. Complies with ASTM E1300 -98102 2. Anchor Calculations, and structural analysis, dated 05/23 /05, and last revised on 07/22/05, prepared, signed and sealed by Lucas A. Turner, P.E., 3. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 06/17/04, signed and sealed by Lucas A. Turner, •.L ' • (Submitted under NOA # 04- 062207) • • • • • •4. Revised Anchor Calculations, and structural analysis, prepared by P GT Eagineering, dated 10/08/04, signed and sealed by Lucas A. Turner, P.E. • • (Submitted under NOA # 04`0622.07) .•••. • • • • • • •••• . •• D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -2 •• PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SIIBMTI TED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to E.L DuPont DeNemours, for "Sentry Glass Plus" dated 1/17/02, expiring on 1/14/07 2. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe Maximum" dated 05/17/01, expiring on 05/21/06. 3. Notice of Acceptance No. 00- 1212.04, issued to E.T. DuPont DeNemours for their "Dupont Butacite PVB ", approved on 02/15/01 and expiring on 12/11/05. F. STATEMENTS 1. Statement letters of conformance and "No financial interest", both dated 05/23/05, signed and sealed by Lucas A. Turner, P.E. G. OTHER 1. Notice of Acceptance No. 05-0526.05, issued to PGT Industries, Inc. for their Seriers "SGD -730 Aluminum Sliding Glass Door, approved on 08/25/05 and expiring Oil 11/11/09. •••• • • •••• • • • • •• • •••• • • • ••••• • •••• 0 • • • •• • • • • • • • •• • •• • • • • • •• •• •••• • • • • • • • • • •••• • • • • •••• • • • • • •0 • 0• • • • • • • • 0 • • Manuel - V Product Control yo NOANo I,, 1, K 03 Expiration Dale: November 11, 2009 Approval Date: August 3, 2006 E -3 GENERAL NOTES: IMPACT SLIDING GLASS DOOR 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 7/16' LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SOP) INTERLAYER. TEST REPORTS FTL4159 AND FTL-4161. B. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORT FTL -4163. C. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. TEST REPORT FTL -4171. D. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. TEST REPORT FTL -4171. E. 1 1/16" LAMI I.G. CONSISTING OF (1) LITE OF 3/16° TEMPERED GLASS OUTSIDE, 7116° AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE. THE 7116" LAMI COMPONENT IS REM C ABOVE. TEST REPORT FTL -4162. F. 1 1/16" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 7/16" AIR SPACE AND (1) 7/16° LAMI GLASS ASSEMBLY INSIDE. THE 7/16° LAMI COMPONENT IS ITEM D ABOVE. TEST REPORT FTL -4182. G. 9/16° LAMI CONSISTING OF (2) LITES OF 1/4' HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORT FTL -4163. 2. CONFIGURATIONS: SEE DIMENSIONS SHEET 4 AND DIAGRAMS SHEET 5. 3. DESIGN PRESSURES: (SEE TABLES 1 THROUGH 6, SHEET 3) 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 PSF NOT APPLICABLE IN MIAMI -DADE COUNTY. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE DETAILS SEE SHEETS 14 THROUGH 17. 5. SHUTTERS ARE NOT REQUIRED. 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. 7. REFERENCE TEST REPORTS: FTL- 4159, FTL -4161, FTL -4162, FTL- 4163, FTL -4171, FTL -4454 AND FTL -4524. 8. SERIES/MODEL DESIGNATION SGD730, 2-TRACK VERSION ALSO PREVIOUSLY REFERRED TO AS SGD70. Amse6Y. FJC 41?!118 11.0.1 FA 4/5105 Rawl FK Drew, 6y Fi( 1017/04 8/18/04 •• ••• • • • • • •• • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • • •• ••• • • •••. asa� • • NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 CONFIGURATIONS 5 VERT. SECTIONS 6-8 HORIZ. SECTIONS 9 -10 PARTS LIST 11 EXTRUSIONS 12 -13 ANCHORAGE 14-17 • - . C ctwmmeey. 1J. 44GE•713••w • • ••• • • AV& ADDS ALT•44pC T&S. REVISE NOES2•44,8 5. 40884.408 TYPE 0.5115' L.4W DSa 4115/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.D. EOX 1525 NOKOMIS FL 34274 PST Vtstbty Better GENERAL NOTES AND MAP r4, ALUM. SLIDING GLASS DOOR, IMPACT sm 8013730 NTS 1 a 17 4406 -1 l•.aus A. Turner, P.E. PE 1:55201 Mechardat ••• • • • • ••• • • • • • 0 • • • •• •• • • • • • • ••• • • ••• ••• • • • • • • • • • • • • • •• •• ••• • • 7/16" NOM. 3/16" ANNEALED (OPT. A) OR HEAT STRENGTHENED GLASS (OPT. B) C] EXTERIOR INTERIOR (ALL SECTIONS) .090 SENTRYGLAS PLUS INTERLAYER 3/16" HEAT STRENGTHENED GLASS 39 or 55 .591 NOM. GLASS BITE 7/16" LAMI GLASS (SGP) GLAZING OPTIONS A & B 7!16" NOM. 3/16' ANNEALED (OPT. C) OR HEAT STRENGTHENED GLASS (OPT. D) AIR SPACE 3/16" TEMPERED GLASS 1 1/16" NOM. m • 0 NOTE: PVB INTERLAYER IS DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. .090' PVB INTERLAYER (SEE NOTE) 3/16" ANNEALED (OPT. E) OR HEAT STRENGTHENED GLASS (OPT. F) .090 PVB INTERLAYER (SEE NOTE) 3/16" HEAT STRENGTHENED GLASS 42 or 43 .591 NOM. GLASS BITE 1 1/16" LAMI I.G. GLASS GLAZING OPTIONS E & F 9/16" NOM. 1/4' HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS 1/4" HEAT STRENGTHENED GLASS 40 or 41 .591 NOM. GLASS BITE • •• • • • • • • • • • • • • • • •I• • • 1 7??8" LR( GiASS �• PV1a) GLAZING OPTIONS C & D • • eY 5 • • • • • FK 4/12/0 � E gnarl* Dab: • b K 4/8/05 F.K. 100/74 C •• ••• • • •• • • • .090 SENTRYGLAS PLUS INTERLAYER .591 NOM. GLASS BITE 9/16" LAMI GLASS (SGP) GLAZING OPTION G PRODUCT REVISED as compOleg with the Florida Reldlug Cab A OS ,oarlaaacePo• • - • A Eagratlm Dam . f+7/1110, • . 40314VVIIr Fr se °RFiIOVE LAMI La eltSPASIVIS. oenmay ** c7emmeer F . 6/18/04 J.L ADD GLASS TYPES, Far LAMI Dar 4/13/05 ••• • • • • • • • 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O.8OX 1529 NOKOMIS, FL 34274 PPT 171416l7 Better GLAZING DETAILS ALUM. SLIDING GLASS DOOR, IMPACT 900730 Saar FULL 2 17 4406 -1 itec E S"" /lr /,r Lucas A. Turner, PE. PE "98201 Mechanical ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXTENDED SILL (3 1/2"), MAX. 98" (8 °) HIGH DOOR. TABLE 1. ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 80" (5°) GLASS TYPE A. 7/16" LAMI (3/16" ANN.,.090 SGP, 3/18" HS) FTL -4159 Nom. Panel Width Door Height 72" (8°) 80" (65 84" (75 98" (85 30" (25 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 38" (3°) +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +66.8 -86.8 +64.8 -64.8 42" (3°) +62.6 -82.6 +56.7 -58.7 +53.9 -53.9 +50.7 -50.7 +48.2 -48.2 48° (45 +53.2 -53.2 +47.2 -472 +44.4 -44.4 +42.3 -42.3 +40.6 -40.6 `54 (46) +48.2 -482 +41.3 -41.3 +39.4 -39.4 +37.1 -37.1 +34.6 -34.8 err +41.7 -41.7 +37.6 -37.8 +35.8 -35.8 +33.1 -33.1 +30.9 -30.9 EXTENDED SILL (31/2 "), MAX. 98° (8°) HIGH DOOR. ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 60" (6°) GLASS TYPE B. 7/16" LAMI (3/16" HS,.090 SGP, 3/16" HS) TABLE 23 FTL -4163 Nom. Panel Width Door Height 72° (e°) 80'(6) 84" (7) 90° (7) 98" (8°) 48" (4°) +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 54" (4°) +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +89.1 -69.1 60" (55 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +682 -66.2 +81.8 -61.8 IALEXTENDED SILL (31/2°), MAX. 96" (8°) HIGH DOOR. TABLE 2A, L SIZES AND CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 80° (6°) GLASS TYPE G. 9/16" LAMI (114" HS,.090 SGP, 1/4" HS) FTL -41631 +70.0 1 -70.0 EXTENDED SILL (31/2"), MAX. 98" (8 °) AL ,CONFIGURATIONS WITH A MAX. HIGH DOOR. NOM. PAN. L WIDTH OF PVB, 3/16" HS)) 48° (4 °) PVB, 3/16" TABLE 6, FTL -4171 FTL -4162 HS) GLASS TYPE C. 7/16" LAMI (3116" ANN.,.090 GLASS TYPE E. 11 /16" LAM! I.GW /7 /18 "CAMITYP - . (3/16° TEMP., 7/16° AIR SPACE, 3/16" ANN.,.090 Nom. Panel Width Door Height 72° (6°) ((iv (85 84" (7°) 90° (7°) 96" (8°) 30" (26) +80.0 -80.0 +80.0 -80.0 +80.0 +80.0 -80.0 6 +80.0 +76.6 -76.6 t 72.7 -727 +70.8 -70.6 +88.8 -88.8 +84.8 -64.8 'z2"`(3 +82.6 -82.6 T- = 58.7 +53.9 - 53.9 +50.7 - 50.7 +482 -48.2 48° (4°) +53.2 - 53.2 +47.2 -47.2 +44.4 - 44.4 +42.3 - 42.3 440.6 -40.6 EXTENDED SILL (31/2"), MAX. 96" (8°) HIGH DOOR. TABLE 6. ALL SIZES AND CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48° 4') GLASS TYPE D. 7/18° LAMI (3/16" HS,.090 PVB, 3/16" HS) FTL -4171) +80.0 -80.0 GLASS TYPE F. 1 1/16" LAMI LG W/ 7/16" LAMI TYPE D. FTL- 4162 +80.0 -80.0 (3/16° TEMP., 7/16" AIR SPACE, 3/16" HS,.090 PVB, 3/16" HS) EXTENDED SILL (31/2"), MAX. 120" (10° HIGH DOOR. TABLE 4 ALL SIZES AND CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4 °) GLASS TYPE B. 7/16" LAMI (3/18" HS,.090 SGP, 3/16" HS) FTL-4161 1 +80,0 1 -60.0 EXTENDED SILL (31/2°), MAX. 120" (10 °) HIGH DOOR. ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4 °) GLASS TYPE A. 7/18° IAMI (3/16° ANN.,.090 SGP, 3/16° HS) TABLE 3. FTL -4161 Nom. Panel Width Door Height 72" (6°) 80° (65 84° (7°) 90" (7°) 98" (8°) 102 (8) 108" (95 114'(85 120° (10°) 30" (2) +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +80.0 -80.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 36" (35 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +80.0 -60.0 +60.0 -80.0 +60.0 -80.0 +80.0 -80.0 +58.9 -58.9 +582 -582 42" (35 +60.0 -80.0 +58.7 -58.7 +53.9 -53.9 +50.7 -50.7 +48.2 -48.2 +46.3 -46.3 +44.6 -44.6 +43.4 -43.4 +42.1 -42.1 48" (4°) +53.2 -53.2 +472 -472 +44.4 -44.4 +42.3 -42.3 +40.6 -40.8 +38.3 -38.3 +38.0 -38.0 +34.4 -34.4 +33.1 -33.1 NOTES: 0• ••s • • • • • •• • • • • • • • • 1. POSITIVE DESIGA,FAE4ME IS (rI!IITtQ TO {4o P5F•F•OR ALL SIZES AND CONFIGURATIONS NOT EQUIPPED WITH 31/2" EXTENDED SILL RISER. NEGATIVE PRESSURES ARE NOT CHANGED. SEE VERTICAL SECTIONS, SHEETS 6 THROUGH 8 FOR EXACT SILL HEIGHTS. 2. REINFORCEMENTS NOT REQUIRED IN DOOR PANELS WITH GLASS TYPES C, D, E AND F (TABLES 5 AND 8). REINFORCEMENTS ARE REQUIRED IN DOOR PANELS WITH GLASS TYPES•A, B AMD G (TABLES 1,Q,•2A, 3 ANS 4). • • • • • amm er FJC °rem • 01200 • • • • 40100 • Caa 10//014 6/18/04 • •• • • E 9VANIF TV SHEET • ••• • • • • • 1070 TECHNOLOGY DRIVE NOKOMIS. FL 94270 P.O. SOX 1029 NOKOMI9. FL 34274 PGT Visibly Better DESIGN PRESSURES 160. ALUM. SLIDING GLASS DOOR, IMPACT 800730 FULL s0,0 3 .1 17 Oams■" 4408 -1 Ayr E Luaus A Turner. P.E. PE Mechanical ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONFIGURATION OVERALL WIDTH IN INCHES MAX. NOM. PANEL WIDTH > 48" 60° MAX. HEIGHT> 120" 98° 0 CONFIGURATION PANELS TRACKS WIDTH WIDTH 1 Xp OR pX 1 2 49 1/8 61 1/8 2 OX or XO BY -PASS 2 2 98 13/16 12013/16 3 pX 2 -2 . 101 1/8 125 1/8 4 (XX BY -PASS 2 2 96 13/16 12013/16 5 0r70X 98 1/4 120 1/4 8 XOX BY-PASS 3 2 144 180 7 000 3 2 144 180 8 OXO BY -PASS 3 2 149 3/8 185 3/8 9 pXXO or OXXp 3 2 14813/16 18413/16 10 OXX or XXO BY -PASS 3 2 149 3/8 185 3/8 11 OOX or XOO BY -PASS 3 3 144 180 12 OXX or XXO BY -PASS 3 3 144 180 13 XXX BY -PASS 3 3 144 180 14 pXXXorXXXp 3 3 143 7/16 179 7/16 15 OXX or XXO BY -PASS 3 2 149 3/8 185 3/8 16 0000 4 2 198 9/18 244 9/16 17 OXXO BY -PASS 4 2 196 9/16 244 9/16 18 OXXXp or pXXXO 4 2 196 244 19 pXXXX or XXXXp BY -PASS 4 2 198 244 20 XXXX BY -PASS 4 2 196 9/16 244 9/16 21 pXXXXp 4 2 195 1/2 243 1/2 22 000X or X000 BY -PASS 4 4 191 3/16 239 3/16 23 OOXX or XXOO BY -PASS 4 4 191 3/16 239 3/16 24 OXXX or XXXO BY -PASS 4 4 191 3/16 239 3/16 25 XXXX BY -PASS 4 4 191 3/16 239 3/16 28 pXXXX or XXXXp 4 4 190 5/8 238 5/8 27 XXXXX BY -PASS 5 3 243 3/4 303 3/4 28 0000=p 6 3 28913/16 36113/16 29 XXXXX( BY -PASS 6 3 29015/16 38215/16 30 p)00000 XXX p 8 4 384 3/18 480 3/16 31 )0000 XXXX 8 4 385 1/4 481 1/4 TABLE 8. (LOWER CASE p REPRESENTS POCKET INSTEAD OF JAMB) FIXED PANEL CLIP (ITEM 18) LOCATIONS, ITYP. ON ALL FIXED PANEL SIDE RAILS 12° 12° POCKET MAX WIDTH MAX. WIDTH (TABLE 8) (TABLE 8) XOOROX XXpORpXX POCKET MAX WIDTH (TABLE 8) pX OR Xp 39 1/4" TYP. DLO, SEE NOTE 6 Fr 1G IF Hr f Ar IH Dr a 1B DLO, SEE NOTE 5 Dr OCKET 1 ] Dr a 1B iD c> Hi Ai- -Iii -ID a Br MAX WIDTH (TABLE 8) -__I NOTES: 1. FOR VERTICAL SECTION DETAILS SEE SHEETS 8, 7 AND 8. FOR HORIZONTAL SECTION DETAILS SEE SHEETS 9 AND 10. 2. FOR APPROVED CONFIGURATIONS SEE SHEET 5. 3. FOR ANCHORAGE DETAILS SEE SHEETS 14 THROUGH 17. pXXXO OR OXXXp 4. MAXIMUM HEIGHT FOR DOORS WITH UP TO 4 FT. (48') WIDE PANELS IS 10 FT. (120 "). MAXIMUM HEIGHT FOR DOORS WITH UP TO 5 FT. (60 ") WIDE PANELS IS 8 FT. (96 °). SEE TABLE 8 F01 QVEjtpl j %DNS OF,•APPBOVD GIN :FIGURATIONS. • • • • • • • • • 5. VERTICAL DAYL•IVHT OMIN( Pcfp, 1: I HIS.,1i=12d'LDOORS IS 112 3/4" MAX AND FOR 8 FT. HIGH (96 ") DOORS IS 88 3/4" MAX (DOOR HEIGHT - 71/4 "). 6. HORIZONTAL DA`ILIGHIF OPENINIGIFOR6 FT.601) W€£ PANELS IS 55 7/16" MAX AND FOR 4 FT. (48 ") WIDE PANELS IS 43 7/16" MAX ( NOM. WIDTH - 4 9/16 "). 7. FIXED PANEL ANGLE BRACKETS (ITEM 54) LOCATED AT THE HEAD AND SILL OF ALL FIXED PANEL INTERLOCKS, SEE SHEET 10 FOR DETAIL VIEW. Rosette,: FK Ramer Fc framer. F1C ar F.K. Data 4H2/M mom: ar fOAAN J-L • • •• ••• • • • • • • • • a • • • Onto SEE NOTE 7 PRODUCT REVISED ccinAgnS wI1. Da HsaFda Data* Cede Accept= Ne Esplraion De !./.,,._' ices. yl rsI 7mfmv411.- • • • • • • • • • •RipAAW 6/18/04 CAW 4FT&j!rSHEETS. RESIP NETfA4 REQUIRED. NO CHANGE INS SHEET 7e 4/1505 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. sqx 1529 NOKOMIS, FL 34274 PST Visibly Better EXAMPLE ELEVATIONS & CONFIGURATION DIMENSIONS Terc ALUM. SLIDING GLASS DOOR, IMPACT Setbrekelet 8GD730 NTS 4 of 17 Bag. 4408-1 E Lucas A Turner, P.E. PE888201 Mechanical ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Q X2X El 1 PANEL 2 TRACK SINGLE POCKET 2 PANEL 2 TRACK SINGLE POCKET OX 2 PANEL 2 TRACK BY -PASS b a co `> ti pXXp 2 PANEL 2 TRACK DOUBLE POCKET OOX i 11 3 PANEL 3 R' Re B -PASS <rci OXX 12 3 PANEL 3 TRACK BY -PASS X)OC 3 PANEL 3 TRACK BY -PASS a pXXX 14 3 PANEL 3 TRACK §IN+�i F�POpKF�T • • • 4 PANEL 4 TRACK BY -PASS • • • • • • • • • • • • • • te=e a p 0. J 3 PANEL 2 TRACK SINGLE POCKET E _ E G� 1 G� XOX 0 OXX 3 PANEL 2 TRACK BY -PASS 3 PANEL 2 TRACK BY -PASS m 0 000 3 PANEL 2 TRACK FIXED F,-- ---Fly 0000 m OXXXp 4 PANEL 2 TRACK BY -PASS / SINGLE POCKET <1:313=> pXXXX 4 PANEL 2 TRACK SINGLE POCKET / BY -PASS Ee Ca 7 X)000 P 4 PANEL 2 TRACK FIXED 4 PANEL 2 TRACK BY -PASS a a OXXO 4 PANEL 2 TRACK BY -PASS OXO 3 PANEL 2 TRACK BY -PASS 4 PANEL 4 TRACK B❑Y- -PASS a t� OOXX 4 PANEL 4 TRACK BY -PASS OXXX 4 PANEL 4 TRACK BY -PASS 4 900 0 Fx dal FK OXX 3 PANEL 2 TRACK BY -PASS • P • • • • • • • • 4 PANEL 4 TRACK SINGLE POCKET Onta 012.08 ••oaa•,,--..�yy • •• • • • r`if 4 • 4205 ••• a • • 004 0 FX 00010 F.K 10//114 6118104 me C mar J.J. wAN° 243/6"PnieK cONRGUP I N NO CHANGE THIS SHEET 11mc 4/15/55 pXXXXD 21 4 PANEL 2 TRACK DOUBLE POCKET >0000( 27 5 PANEL 3 TRACK Y -PASS ."J 6 PANEL 3TRACXDOU TRACK 000 b 4 .4> b a 6 PANEL K BY -PASS OVERALL WIDTH, SEE TABLE 8, SHT. 4 4 INTERIOR (ALL CONFIGURATIONS) ..c5 EXTERIOR PRODUCT MY 057-.3 es cone yte? w;1b Gu F; eas Bat®ag CaE? mx Ale thee. R9 8 PANEL 4 TRACK DOUBLE POCKET a a f} rJJ '=J =man 31 8 PANEL 4 TRACK BY -PASS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOA9S FL 34274 PcT EXAMPLE CONFIGURATION DIAGRAMS ALUM. SLIDING GLASS DOOR, IMPACT Visibly Better SGD730 NTS a- 5 d 17 tKWgNa 4406 -1 Lucas A Turner, P.E. PE 958201 Mechanical ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • •• • • • •• • • • • • • • • • ••• • ••• •• • • • •• TYP. VERTICAL SECTION SHOWING ONE ACTIVE PANEL AND GRIE FIXED PANEL FA Dam: 4112/08 thaw FA Raved 10 F.K. Dram sr F.K Dam: 10/7/04 Dffi: 8/18/04 • TH T • • • • • ••• • • ASTRAGAL SIDE RAIL OPTIONAL, AVAILABLE ALL ORIGINAL 2 -TRACK CONFIGURATIONS EXTERIOR INTERIOR E> (ALL SECTIONS) TYP. VERTICAL SECTION SHOWING TWO ACTIVE PANELS ASTRAGAL SIDE RAIL M1jSSANDARDtglIk10 ALR/9ER104DIM •• C NO CHANGETHLS SHEET 848007. Dffie: J.J. 4/1805 1070 TECHNOLOGY DRIVE 804(0516, FL 34275 P.O. 80X 1528 804(0518. FL 34274 PST Visibly Bette. VERTICAL SECTIONS, ORIGINAL 2 TRACK ALUM. SLIDING GLASS DOOR, IMPACT S.easm•dat SGD730 1/2 17 care.• 4406 -1 Lucas A. Turner, P.E. PE 058201 Mechanical ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • ••• 0 • • • • •- • • • • •• • ASTRAGAL SIDE RAIL SEE NOTE ®ALTERNATE 2 TRACK FRAME W/ SCREEN RAIL NOTE: ITEM 61 OR 82, SILL RISERS ARE AVAILABLE ALL CONFIGURATIONS. • • ••• • • • • • • • A • ALTERNATE 2 TRACK FRAME WITH SCREEN RAIL • ••• • • C] EXTERIOR INTERIOR E • TYP. VERTICAL SECTION SHOWING ONE (ALL SECTIONS) TYP VERTICAL SECTION SHOWING ACTIVE PS NEL•AND ONE FIXED PANEL W/ SCREEN TWO ACTIVE PANELS W/ SCREEN ••• •• • timed8r FJC Doke • 4/12/06 Resod* FJC 4/5153 • Road Br • "r 6 9 7fi ALiff&475 2 C' 446 N ROYp ° • •• • • • • • • NFWBHEETAZfORNE�(2TRAC!(FRAI�• • Dram Br F.K. 8/18104 J.J. 4HH05 1070 TECHNOLOGY OWE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS.51. 34274 .PST Visibly Better VERTICAL SECTIONS, 2 TRACK ALUM. SLIDING GLASS DOOR, IMPACT mrt.vumaz 803730 1/2 arrt 7 of 17 aaMaNn 4406-1 ROW Lucas A. i umer, P.E. PE /139201 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • t • • • 0 • • • • •• •• • • • •• •• ••• • • • ••• • • OPTIONAL ON 3 OR 4 TRACK FRAME 417, S20 or S4 0 •• ••• • • • • • • • • • • —• • • • • • • • • • •• ••• •• • • • •• NOTE: ITEM 61 OR 62, SILL RISERS ARE AVAILABLE ALL CONFIGURATIONS. 11111 1116 m I o 3.500° gi ri C3i— (} --, ` Arai41 j_ % �� l kw S16,S19orS� OPTIONAL ON 3 OR 4 TRACK FRAME C] EXTERIOR INTERIOR E> (ALL SECTIONS) TYP. VERTICAL SECTION SHOWING FOUR ACTIVE PANELS W/ SCREEN TRACK TYP. VERTICAL SECTION SHOWING THLE AVIVE1ePANEL W/Q SCVE NS 0 0 0 SEE NOTE ASTRAGAL SIDE RAIL 111CDUCf REV1Si:2 5 era tLe Pori#a sae• .—!j.. r rrisludC 1 Rome er F.K Dare • 4/17/08 RelW■• • E • • •• • NOWHAI•iE MPS MEET* ••• • • Render FX. Render Daft • NSW DAM 35196=4• • 0 • • •. • • • • 0 • NEW SHEET AMMO FOR 3 AID 4 TRACK FRAM. • money: F.K 6/18/04 cneeeoeer J-1. 4/15438 1078 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1528 NOKOMIS, FL 34274 FA T VERTICAL SECTIONS, 3 & 4 TRACK 175 ALUM. SLIDING GLASS DOOR, IMPACT Visibly Better Serisagforkk SGD730 soars 1/2 8 m 17 @a4®Rn 4406-1 ■• Lucas A. Turner, P.E. PE 458201 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • LOCATED AT VERTICAL CENTER, 12" FROM TOP AND BOTTOM OF FIXED PANELS (3) REQ'D REINFORCEMENTS REQ'D W/ GLASS TYPES A, B OR G ONLY A . EXISTING STRUCTURE 8, 66, 67, ®`68 or 71J ITEM 68 SHOWN A ITEM S24 SHOWN SECT. A -A FIXED STILE AT JAMB (OUTSIDE) SECT. B -B DOUBLE & SINGLE INTERLOCK SECT. D -D MOVABLE INTERLOCK AT P -HOOK FX - -.-- +r. --IF—• .—r • •• ••• •• • • • •• SECT. C -C IVjOVAJOLE TO•Ij(IO•VABLE 44STRAGAL (INSIDE SHOWN) • • • • • • • • Dab: • 4112/06 it FK FX m,meF Fx berr • 4/5/05 • 0tic 1017/04 8/18/04 . E• 4 a REINFORCEMENTS REQ'D W/ GLASS TYPES A, B OR G ONLY SECT. E -E MOVABLE STILE AT JAMB (INSIDE) INTERIOR (ALL SECTIONS) EXTERIOR • MD MIMSCOA•N$71. 4t 77•a 71 CI W /0•aE0NMU. rW •ADD3AND4 TWO( OF714JSAND GLASS , 0/� NF. Rerislarat o 0 ar J.4 NO CHANGE THIS SHEET Mew 4/15/05 1070 IECHNOLOOYDRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS. FL34274 Pc GT VLstbF, Better HORIZONTAL SECTIONS Ta@ ALUM. SLIDING GLASS DOOR, IMPACT 1/2 Stoat 9 0 17 naming No. 4406 -1 R"" E Luna A. Turner, P.E. PE •68201 Mechanical ••• • • • • ••• • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • •• •• B {� 3, 58, 59,,E 6O or 691 0 REINFORCEMENTS REQ'D W/ GLASS TYPES A, B OR G ONLY 23 37 REtNFORCEMENTS REQ'D W/ GLASS TYPES A, B OR G ONLY SECT. F -F MOVABLE TO FIXED ASTRAGAL (INSIDE) LOCATED AT VERTICAL A CENTER, 12" FROM TOP AND BOTTOM OF FIXED PANELS (3) REQ'D REINFORCEMENTS REQ'D W/ GLASS TYPES A, B OR G ONLY FIXED - FIXED CONFIGURATION DOUBLE & SINGLE INTERLOCK (NOT SHOWN IN SHEET 4 ELEVATIONS) ITEM 68 SHOWN 8, 66, 67, 68 or 71 ITEM 824 SHOWN SECT. G -G FIXED STILE XT JAMI3•(Iy §IpE) • • • • • • • • • • •• • • • • • • • • • ••• • • • • • • • • • • SECT. H -H Ret BF F.K Daft • 4/12!06 Dels • 4806 100/04 D 6118/04 • E DOUBLE & SINGLE INTERLOCK (OX) • • • A ITEM 68 SHOWN 86667, A 3, 58, 59, 38or7,` 711p, 4i 0 A ITEM S24 SHOWN C18,S21� or S241 SECT. I -1 MOVABLE STILE AT JAMB (OUTSIDE) j /(f /od' INTERIOR (ALL SECTIONS) EXTERIOR X PEODUCP REVISED r •IV•vxit66nPD•1id• &Mktg Code Dale • • P4al•et Cm** 0 •MX117 1 *68 • •VD 7AL�RRNATE2jp7A7 FR•'4E V1fSC EN RAfL •• • D Qn cta1Br. J.J. • AND 3AND 4 7R/1•K OPTION* AND GLASS Male W,R NO CHANGE' THI8SHEET 4/15/0.5 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1829 NOKOMIS, FL 34274 PGT Visibly Beta HORIZONTAL SECTIONS CONTINUED Taw ALUM. SLIDING GLASS DOOR, IMPACT SOD7S0 1/2 10 17 qufogNa 4408.1 ROI E Lucas 4 Tumor, P.E. PE 558201 Mechanical ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • •• •• ITEM DWG# PGT # DESCRIPTION /� A A A ITEM DWG# PGT # DESCRIPTION 1 4302 612245 ORIGINAL FRAME, HEAD 41 7/16" LAMINATED GLASS - 3/18" H.S. -.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM INTERLAYER - 3/16° H.S. 2 4386 7P4386 SILUHEAD WEATHER STRIPPING PAD 3 4303 64303 ORIGINAL FRAME, SILL 42 1 1/16° LAMINATED GLASS 3/16" TEMP - 7116" AIR SPACE - 3/16" ANN. - .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/16° H.S. 4 4361 64361 ORIGINAL FRAME, 3.500 SILL ADD ON 5 4314 812254 ADAPTER, FD4=D PANEL 8 4315 64315 THRESHOLD COVER 43 1 1/16" LAMINATED GLASS 3/18" TEMP - 7/16" AIR SPACE - 3/16" H.S. - .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/16" H.S. 7 4385 71164 HEAVY DUTY 4 HOLE BUMP STOP 8 4304 612247 ORIGINAL FRAME, JAMB 9 1155 -1 781PQA #8 X 1" LG. S. STL QUAD/PHIL PAN HEAD 44 DOW CORNING 899 SILICONE GLAZING SEALANT 10 4306 612249 _ PANEL SIDE RAIL 45 DOW CORNING 995 SIUCONE STRUCTURAL SEALANT 11 4383 64383 DOUBLE INTERLOCK 46 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 12 4399 64399 INTERLOCK 47 1225 61P248 VINYL BULB WEATHERSTRIP (THIN) 13 4398 64398 ASTRAGAL BASE _ 49 4324 6534601 7/16" LAMI GLAZING BEAD 14 4380 64380 FEMALE ADD-ON 51 4395 64395 ' 1 1/16" LAMI I.G. GLAZING BEAD 15 4381 64381 MALE ADD-ON 52 1267 71267N SETTING BLOCKS 1" X1/2" X 1/8° THICK 16 4305 84305 TOP & BOTTOM RAIL 53 749 7BRKTM25 REINFORCEMENT SPRING CUP 17 4403A 84403A P -HOOK FOR POCKET DOORS 54 4356 74356A FIXED PANEL ANGLE BRACKET 18 4362 64362 FIXED PANEL CUP 55 7/16" LAMINATED GLASS - 3/16" H.S. - .090 DUPONT SENTRYGLAS PLUS INTERLAYER - 3/16" ANN. 19 1235 67S163 WSTP .170 X.270 BACK, FIN SEAL 20 4393 67393G WSTP .400 X.270 BACK, FIN SEAL 56 `8 `1375 4407 9/16" LAMINATED GLASS - 1/4" H.S. -.090 DUPONT SENTRYGLAS PLUS INTERLAYER H.S. 21 720X112X 1/4-20 X 1.50 PH. PAN HEAD S. STL TYPE F 22 71420X114SHCSF 1/4-20 X 1.25 LG. SHCS S. STL -1J4" 64375 64407 8116" LAMI GLAZING BEAD FRAME, 4 'TRACK SILL 23 71032XIFPFX #10-32 X 1" LG. PHILLIPS FLAT HEAD 18-8 S. STL RECESS ADAPTER MOUNTING SCREW & HANDLES PRODUCT REVISED m ,g pip Main Cale _ •rYC' 60 4408 64408 FRAME, 3 TRACK SILL 24 70834X #8 X314" LG. PHILUPS PAN HEAD 18-8 S. STL KEEPER MOUNTING SCREW 60 4409 64409 FRAME, 2 TRACK SILL 81 4410 64410 FRAME, 2.713 STANDARD SILL ADAPTER 25 78X38PPT #8 X318 LONG PHIWPS PAN HEAD TEK 62 4411 64411 FRAME, 3.500 SILL ADAPTER 26 71032INSERT 10-32 ALUMIN THREADED INSERT 63 4412 64412 FRAME, 4 TRACK HEAD 27 4357 64357M ALUM. REINFORCEMENT .500 X 1.500 64 4413 64413 FRAME, 3 TRACK HEAD 28 4388 MOVING/FIXED INTERLOCK END PLUG 85 4414 64414 FRAME, 2 TRACK HEAD 29 4387 44387 ASTRAGAL BASE END PLUG 66 4415 64415 FRAME, 4 TRACK JAMB 30 4389 44389N LOCKSTILE END PLUG 67 4416 64416 FRAME, 3 TRACK JAMB 31 4392 7/0001MD(BSW) TOP RIGHT STICKER COVER 68 4417 64417 FRAME, 2 TRACK JAMB 32 4392 7X04IMD(BSW) BOTTOM RIGHT STICKER COVER 69 70 71 S1 4442 4441 4443 64442 64441 64443 FRAME, 2 TRACK SILL W/ SCREEN RAIL FRAME, 2 TRACK HEAD W/ SCREEN RAIL FRAME 2 TRACK JAMB W/ SCREEN RAIL SCREEN, TOP RAIL 33 4392 7)000MD(BSW) TOP LEFT STICKER COVER 34 4392 7)OOQMD(BSW) BOTTOM LEFT STICKER COVER 35 1049 71049 TANDEM ROLLER 4317 612256 36 1836 72048 W,K,S 3/4" HOLE PLUG 54 4318 612257 SCREEN, BOTTOM RAIL 37 7SGD4050 (1) TRUTH INTERIOR PULL HANDLE & BASE (1) TRUTH EXTERIOR PULL HANDLE & BASE (2)48-32 X1 3/4" COLOR MATCHED HANDLE BASE SCREWS S7 4319 612258 SCREEN, SIDE RAIL _ 811 4320 612259 SCREEN, MEETING RAIL S13 4428 64428 SCREEN, DOUBLE INTERLOCK No •" 0 a., sTi!`I�� �•9 S14 4344 64344 -64384 SCREEN, ASTRAGAL ���- A' = ' 7SGD2889 •• ••• • • • • • • • • • • • . (1) TRUTH INTERIOR PULL HANDLE & BASE (1) TRUTH EXTERIOR PULL HANDLE & BASE (2) #8-32 X 1 3/4" COLOR MATCHED HANDLE BASE SCRIMS • • • •• (� -OK 'TE ,, HOCK KEEPER CATCH ( S1141N1E9 M ( f ZICC 1510ROj{4A•rE liNctSS ADAPTER S15 4384 SCREEN, ASTRAGAL ADAPTER 38 CO . S16 4418 64418 SCREEN, 3 TRACK SILL S17 4419 64419 SCREEN, 3 TRACK HEAD S18 4420 64420 SCREEN, 3 TRACK JAMB 4421 64421 SCREEN, 2 TRACK SILL 820 4422 64422 SCREEN, 2 TRACK HEAD d' ,74-- rXr /12‘ Was A. Ratter, P.E. PE#58201 MeohanIcal S21 4423 64423 SCREEN, 2 TRACK JAMB S22 4424 64424 SCREEN, 1 TRACK SILL 39 7/16" LAM NATED GLASS - 3/16" H.S. - .090 DUPONT SENTRYGLAS PLUS INTERLAYER -3/16° H.S. S23 4425 64425 SCREEN, 1 TRACK HEAD S24 4426 64426 SCREEN, 1 TRACK JAMB 40 7/16" LAM SOT-L 1 NATED GLASS - 3/16" H.S. -.090 DUPONT BUTACITE OR SAFE, IMr,M1ii Q4TERLLYER - ,2i! ANN. R.btBF FA D.,. • 4/12108 54,0,..• • E •tiE AtdkEmS59,90+AND 71 AL!ERNATE2719499M AS EW/•CREFNRA2 E'L♦•YD•DF•Ebf• l HODIiOI�ET(•RlAfraylnoM 10707EOHNOLODYDRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 basodbibs PARTS LIST Tom' ALUM. SLIDING GLASS DOOR, IMPACT Rt F.K FX 0ma • 4/6'08 Re•um.A • D • • • • • • • • A•0lT M358b8,•t3ANDS .824 • • Rasa try, F.K. Dabs R 104/04 D� 6/18/04 C awaked 8r L ADD ITEMS 58 AND 57 Mee 4/13Po5 I Visibly Better torua�uomt 800730 aaa. NTS sd.c 11 m 17 cantos". 4406 -1 .�. E Deem B1, FA ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5.177 - .062 190 2.435 -1 I 1.619 -- 3.500 .078 .078 -+ 1 ORIGINAL FRAME HEAD 3 ORIGINAL FRAME SILL 4 - ORIGINAL ADD ON SILL MAIL: 6063 -T5 MATL: 6063 -T5 MATL: 6063 -T5 DWG# 4302 DWG# 4303 DWG# 4381 5.357 1.235 .078 8 - ORIGINAL FRAME JAMB MATL: 6063 -T5 DWG# 4304 1.428 .188 14 - FEMALE ADD-ON MAIL: 6063 -T5 DWG# 4380 10 - PANEL SIDE RAIL MATL: 6063 -T5 DWG# 4306 15 - MALE ADD-ON MAIL: 6063 -T5 DWG# 4381 .109 WALLS VARY FROM .060 TO .250 1.500 .421 5 - ADAPTER, FIXED PANEL MAUL: 6063 -T5 DWG# 4314 11- DOUBLE INTERLOCK MAIL: 6063HS -T6 DWG# 4383 .062 16 - TOP & BOTT. RAIL MATL: 6083 -T5 DWG# 4305 2.591 1.019 .062 .062 S4 - SCREEN BOTTOM RAIL 1.874 WALLS VARY FROM .060 TO.125 .800 .060 j f 1.986 �+1 L 1.087 .062 1 T-1 557 ..1 2.875 6 - THRESHOLD COVER MAIL: 8083 -T5 DWG# 4315 18 - FIXED PANEL CLIP MAIL: 6063 -T5 DWG# 4362 S11 - SCREEN MEETING RAIL 1.993 (SCREEN FRAME) (SCREEN FRAME) 082 • • • • • • • • • OWG# 8 i • • • • 2 MAIL: 6063-T5 .062 f DWG# 4320 I • •• • • • • • • 1.045 4.� • • • • • • • • • • 0062 S1 - SCREEN lam' RAIL• • • • • • •S7' •SCREEN SIDE RAIL (SCREEN FRAME) (SCREEN FRAME) MAIL: 6063 -T5 MATL: 6063 -T5 DWGII 4317 • • • ••• • • • • DWG# 4319 • • • • • • • • • 2.961 WALLS VARY FROM .060 TO .125 12 - INTERLOCK MAIL: 6063HS -T6 DWG# 4399 1.500 27 - ALUM. REINF. MATL: 6005 -T5 DWG# 4357 - ►j 1.342 + i 1.305 .050 S14 - SCREEN ASTRAGAL MATL: 8063 -T5 DWG#4344 3.182 _ .063 2.2F L S15 - SCREEN ASTRAGAL ADAPTER MAIL: 6063 -T5 DWG# 4384 1.872 - ►( 1.423 1- S13- SCREEN DOUBLE INTERLOCK (SCREEN FRAME) MATL: 6083 -T5 DWG# 4328 17 - P -HOOK MAIL: 6063 -T6 DWG# 4403A 13- ASTRAGAL BASE MAIL: 6083 -T6 DWG# 4398 .125 PRODUCT REVISED as coaipbiag tlo ROrids Bolding Cade Aacepaaar N••, • • Da0a�!�i�i�4 �r Seven By dl¢ FX 4e12A15 Fx Rerad 4 505 tMec 10/7.4144 • *acme • •• • ••• • • • E •RE*E LONG* OF IEM•T RHOOAFO.®E AIIR ONITALMMON. RB •ROMWTOc!NLACE *HG.ITEM 11 AND 1211LO•TO 1•. • 0 A•O MOM 27MOWS • • • Come * Fx Otemer Dare F.K 8/18/04 Choae9er NO CHANCE THIS SHEET 005 J.J. 4/15/05 7070 TECHNOLOGYORNE NOHOW. FL 34275 P.O. SOX 1529 NOKOMIS. FL 34274 PGT Visibly Better Dembum: EXTRUSIONS reic ALUM. SLIDING GLASS DOOR, IMPACT SGD730 NTS SW se 12 d 17 4406 -1 E Luca A Turner, P.E. PE #58201 Mechanical ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • • • • • • •• •• 58 - 4 TRACK SILL MATL: 6063 -T6 DWG# 4407 63 - 4 TRACK HEAD MAIL: 6063 -T6 DWG# 4412 6.130 9 59 - 3 TRACK SILL MATL: 6063 -T8 DWG# 4408 .078 64 - 3 TRACK HEAD MAIL: 6063 -T6 DWG# 4413 .078 -- III. -- 68 - 2 TRACK JAMB MAIL: 6063 -T6 DWG# 4417 1.619 2.548 r- 0- .078 S21 - SCREEN 2 TRACK FRAME JAMB MAIL: 6083 -76 DWG# 4423 Revd Br FJC S16- SCREEN 3 TRACK FRAME SILL MAIL: 6083 -76 DWG# 4418 S22- SCREEN 1 TRACK FRAME SILL MAIL: 6063 -T6 DWG# 4424 • • •• • • • • • • • • •• 1.09• i .078 - +-iti -- 70 - FRAME, 2 TRACK HEAD WI SCRE N RAIL • .MAT'L:.60ri3•T8. • • • • • • •DWGA11441 • • Rd18 • • E • Dare • 4/1218 Revd 07 FJC R1•dan• • D I+-- 4.712 .078 - ►II+ -- 60 - 2 TRACK SILL MAIL: 6063 -76 DWG# 4409 1.619 U-T i u r .078 1.619 65 - 2 TRACK HEAD MATL: 6063 -76 DWG# 4414 LI � 1 3.810 - I r- •810 I 1.619 .078 517- SCREEN 3 TRACK FRAME HEAD MAT'L 6063-76 DWG# 4419 1.619 F 1.283I+- p .078 S23 - SCREEN 1 TRACK FRAME HEAD MAIL: 8063 -76 DWG# 4425 I+-- 5.505 1.619 .078 -- 41-- S18 - SCREEN 3 TRACK FRAME JAMB MAT'L: 6063-76 DWG# 4420 n1.283 r- 1.619 I .494 ---1 j-- 2.713 61 - STANDARD SILL RISER MAIL: 6063 -T6 DWG# 4410 .078 8.038 .078 - -II+ -- 66 - 4 TRACK JAMB MAT'L: 6063 -T6 DWG# 4415 tl .078 S24 - SCREEN 1 TRACK FRAME JAMB MATL: 6033 -76 DWG# 4426 1.235 .078 - 41-.-- 71 - FRAME, 2 TRACK JAMB WI SCREEN RAIL • ® MATL: 6083 -T6 • • DWG# 4443 • •• • ••• • • AD#RE03 69!Po Alt 71SH.TF1WA7k21•AOIFRAle W.6CREEV RAIL • • • • • • • • N51N SHEET FOR0MAD 4 Ti0CXOPTIONS • • Revd*y: Dv=e7. F.K. tVattriv Date 6118/04 Memo deF Jr. Wore 411655 ••• • • • • ••• • 1070 TECHNOLOGY DRIVE 501(0514, FL 34275 P.O. BOX 1529 1(01(0518, FL 34274 S19- SCREEN 2 TRACK FRAME SILL MAIL: 6063-76 DWG# 4421 1.619 T-► tl .078 S20 - SCREEN 2 TRACK FRAME HEAD MAT'L: 6063 -76 DWG# 4422 .494 3.500 .078 1 62 - 3.50° S LL RISER MAT'L: 6063 -T6 DWG# 4411 1.235 6.130 --►I 1.235 .078 --il+- 67 - 3 TRACK JAMB MAIL: 6063 -T6 DWG# 4416 2.546 5.505 -►I .078 --11 -- 69 - FRAME, 2 TRACK SILL W/ SCREEN RAIL A MATL: 6063 -T6 DWG# 4442 2.625 Pc GT Vittb[y Better EXTRUSIONS, FRAME rRe ALUM. SLIDING GLASS DOOR, IMPACT saimaro** 900730 NTS 13 m 17 D-.Ra 4406 -1 Re. CiVec Lucas A Tuner, P.E. PE 858201 Mechanical • • • • • • • • •• •• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• HEAD AND SILL INTERLOCK & ASTRAGAL ANCHOR CLUSTER BY PANEL SIZE & GLASS TYPE A. 7/16 LAMI (A, .090 SGP, H) 8.7/16 LAMI (H, .090 SOP, H) C. OR E. 7/18 LAM1 (A,H) OR IN 1 1/16 LAMI 1G G. 9/16" LAMI 13. OR F. 7/16 LAMI (H,H) OR IN 1 1/18 LAMI LO. (H,.090 SGP, H) ANCHOR TYPE & SUBSTRATE . , NOM. PANEL GLAZING WIDTH OPTION DOOR HEIGHT 72'16 °) 80 (3°) "i' ) 90"(7°) or (Bq i02° Eq 108°(9 °) 114' (9') 120" (105 0 'O 8 N 0 U 8 0 SZ PO Z JO 2 '1 00 QQ�U O QQDU 58 -'O ni dui N 0 N N 1 y A fD 4} N 0 w m h N M) 24" (2°) A,B A 8 B A A B B B A C B B A C B B A C B B A C B B A C B B A C B B B C B C,D,E,F,G B A C B B A C B 8 A C 8 B 8 C B B C C 30 (28) A,B B A B B B A C B B A C B B B C C B B C C B B C B B B C C B B C C B B D C C,D,E,F,G B A B B B A C B 8 A C B B B C C B 8 C C 36" (3°) A,B,C,E B A C B B B C B 8 B C 0 B B D C B B D C D,F,G B B C C 8 B D C B 0 C C B D C C B D D alBIcIclsIs }DIcI_cls1DIc1cI6]DIC 42" (3) A,C,E A C B B A C B 8 A C B B A C B B A C B B A C B B A C B B B C B B B C C B B A C B B B C C B B D C C B D C C B 0 C C B D C B D C CiB D D C B E D D,F,G 8 B C C C B D C C 8 D C C B E D C C E D 48" (4°) A,GE A A B B A A B B A A B 8 B A B B B A C 8 B A C B B B C C B B C C B C C B 13 D C B E D C B BI8 C C A C B' B A 8 E D C C CI B tB A C E DIIC C E B D D,F,G B B 13 C C B D D C B E D C C E D D C E D 64" (4') A A A B B A A B B A A B B A A B B A A B B B,G B 8 C C B B D C C B D C C B D C C E D 60° (6°) A A A A A A B B A A B B A B B A A B B,G B B C c c B D c C B D D C C 6 0 D c E D APPROVED ANCHORS: 1. ELCO 1/4 TAPCONS 2 ELCO 1/4" SS4 CRETE -FLEX 3.612 SCREWS ZIj TABLE 7. INTERLOCK OR INTERLOCK OR I--- ASTRAGAL CL r"-- ASTRAGAL CL e,1° —onto— e43° —I CLUSTER A - (4) ANCHORS INTERLOCK OR r--- ASTRAGAL CL 3" 4 — -tea 1' t--6i° CLUSTER C- (8)ANCHORS INTERLOCK OR o ASTRAGAL CL 3" 3" mummicali f--8 " —.t- - e ° ri CLUSTER E - (12) ANCHORS MIAMI -DARE COUNTY ANCHORAGE SPACING REQUIREMENTS: 1. (2) ANCHORS REQUIRED AT EACH HEAD, SILL AND JAMB LOCATION. (1) ANCHOR REQUIRED AT EACH P-HOOK LOCATION. ANCHOR LOCATIONS TO BE STAGGERED. 2. MAX. 96° HIGH DOORS W/ PANELS UP TO 48" WIDE. HEAD & SILL8 1/4° MAX. FROM CORNERS AND APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH ASTRAGAL AND INTERLOCK CENTERLINE 16 3/8" MAX. O.C. FOR 1/4° TAPCONS, CRETE -FLEX OR #12 SCREWS. JAMBS 8° MAX FROM BOTTOM AND 24" MAX. O.C. FOR 1/4° TAPCONS OR CRETE -FLEX. 16° MAX. O.C. FOR #12 SCREWS. P -HOOKS 8° MAX. FROM BOTTOM AND 15" MAX. O.C. FOR 1/4° TAPCONS, CRETE -FLEX OR #12 SCREWS. 3. MAX. 120" HIGH DOORS W/ PANELS UP TO 48° WIDE. HEAD & SILL. 81/4' MAX. FROM CORNERS AND APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH ASTRAGAL AND INTERLOCK CENTERUNE. 16 3/8° MAX. O.C. (1/4° TAPCONS, CRETE - FLEXOR #12 SCREWS. JAMBS 8° MAX FROM BOTTOM AND 26" MAX. O.C. FOR 1/4° TAPCONS OR CRETE -FLEX 22° MAX. O.C. FOR #12 SCREWS. P -HOOKS 8" MAX FROM BOTTOM AND 20 1/4° MAX. O.C. FOR 1/4" TAPCONS, CRETE -FLEX OR #12 SCREWS. 4. MAX. 96° HIGH DOORS W/ PANELS UP TO 60° WIDE. HEAD & SILL. 81/4° MAX. FROM CORNERS AND APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH ASTRAGAL AND INTERLOCK CENTERLINE. 22 13/16° MAX. O.C. FOR 1/4° TAPCONS OR CRETE -FLEX. 15 3/8° MAX. O.C. FOR #12 SCREWS. JAMBS 8° MAX FROM BOTTOM AND 22° MAX. O.C. FOR 1/4° TAPCONS OR CRETE -FLEX 15' MAX. O.C. FOR #12 SCREWS. P -HOOKS 8° MAX FROM BOTTOM AND 13 7/8° MAX O.C. FOR 1/4" TAPCONS, CRETE -FLEX OR #12 SCREWS.. ANCHORAGE SPACING FOR DOORS INSTALLED OUTSIDE MIAMI -DADE COUNTY: 5. MAX. 98° HIGH DOORS <MOPAN!ILS JP TI 48° WIDE. • • HEAD JAMB & 8I MAX FROM BO NVCIPOM 101il EIel11�C OUSTER A, AT EACH HOOK..... 8° MAX FRO ASTRAGAL OM AN�'MAX CENTERLINE. 16 3/8° MAX O.C. 6. MAX. 120 " HIGH po n frpArtFA UPTC1b48'•WIDE. • HEAD & SILL 81 /d °VAX FROM CORNERS RNI?CI-USTER A, AT EACH HEAD AND SILL ASTRAGAL AND INTERLOCK CENTERLINE. 16 3/8° MAX. O.C. JAMB 8° MAX FROM BOTTOM AND 26' MAX. O.C. P- HOOK..... 8° MAX FROM BOTTOM AND 201/4° MAX. 0.0 7. MAX. 96° HIGH DOORS W/ PANELS UP TO 60° WIDE. HEAD & SILL. 4► 8 4/4" MAX F @QM gtaliNERS QND CLUSTER A, AT EACH HEAD AND SILL ASTRAGAL AND INTERLOCK CENTERLINE. 22 13/16° MAX. O.C.. JAMB 8° I AX+FROM 6OTTONI AND 26 10/16' MAX. 0.00 • P- HOOK..... 8° MAX FROM BOTTOM AND 13 7/8' MAX 0.0 Peer: Osta • • • • • • WOO • • FX 4/12A06 • • F • et s PPWG%DDCREi!•FL&A0SUPSxaa6NOTES. • Ra0)841 bale; FX 46/05 • 0 &N0ENSETABLL•7. AND UA9RACEANCHCRAgt PER ABC 2004 Rewd8F Wag. BMW,. FX 18784 C RECALC ANCHOR CAPAGTiES. UPDATE SPACING NOTES AND TABLE Bive _....w 0, BF 0 F.K 6/18/04 Clremreder 0,0 J L 4/15105 ••• • • • 1070 TECHNOW(3TONE 80X03118 FL 34276 P.O.90X 1629 NOXOMTS FL 34274 Vistb/y Better a ANCHORAGE, SPACING Tar I"- ea° --I-- 8a° -1 CLUSTER B - (6) ANCHORS INTERLOCK OR j-- ASTRAGAL CL 3° �— I- -83( -f - 8q °--1 CLUSTER D - (10) ANCHORS EXTERIOR (ALL) Jz NOTE: 8 3116" DIMENSION IS MAX. AND 3" O.C. IS MIN. FOR ALL CLUSTERS. ALUM. SLIDING GLASS DOOR, IMPACT 1/8 14 or 17 4406-1 Raw PE 656201 Medlankel 40/05 • • • • • • • • REVLSE NOTES AOADD 3.4 -TRACK AND ALRER AT5116.TRACKOPTIONS 1 1/2° MIN. 1/4° MAX SHIM #12 SCREW, SEE NOTE 5A 1x WOOD BUCK SEE NOTE 2 C] EXTERIOR INTERIOR (CONCRETE), (ALL SECTIONS) -4° r.'.,•r i MIN. �— T_ 1/4" MAX. SHIM 1/4° TAPCON, SEE NOTE 1 1x WOOD BUCK SEE NOTE 2 1/4° SHIM MAX 2x WOOD SEE NOTE 2 NOTES: 1 MIN. DISTANCE FROM CONCRETE ANCHOR TO CONCRETE EDGE IS 2_1/2" FOR HEAD, A SILL AND JAMB AND 1° FOR P -HOOK INSTALLATION. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4° TAPCONS OR 1/4° ELCO SS4 CRETE -FLEX ANCHORS. FLAT HEADS TO BE #12 TRIMFIT TYPE. 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE 1 1/2° OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS MIN. 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 11 4" MAX. AUTHORITY HAVING JURISDICTION (AHJ). SHIM 3. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON SHEETS 15, 16 AND 17 FOR 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR #12 SCREWS SHOWN ON SHEET 14 MAY BE USED. 4. SCREEN FRAME AND DOOR FRAME MAY BE ATTACHED TO DIFFERENT SUBSTRATE 1 1/4° TYPES AS REQUIRED TO ACCOMMODATE THE EXTRA DEPTH OF MULTI -TRACK MIN. � -+�• � 1 1/2° CONFIGURATIONS, AS APPROVED BY AHJ. DESIGN OF COMPOSITE WOOD/MASONRY $ MIN. OPENINGS DONE BY OTHERS OR AS ACCEPTED BY AHJ. FASTENER SIZE, 1/4° MAX. WHICH THE FASTNER IS EMBEDED. EMBEDMENT, AND SPACING MUST BE AS INDICATED FOR THE SUBSTRATE INTO SHIM 5. FOR WOOD APPLICATIONS ELCO 1/4° TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS A WITH #12 TRIMFIT HEADS MAY BE USED INSTEAD OF #12 SCREWS. SEE TABLE 7. #12 SCREW, SEE NOTE 5 2 -TRACK FRAME HEAD INSTALLATIONS A #12 SCREW, SEE NOTE 5 ORIGINAL 2 -TRACK FRAME HEAD INSTALLATIONS (CONCRETE) 2x WOOD SEE NOTE 2 1/4° TAPCON, SEE NOTE 1 ALTERNATE 2 TRACK FRAME A W/ SCREEN RAIL 1x WOOD BUCK SEE NOTE 2 1/4° MAX. SCREEN SHIM FRAME (CONCRETE) SCREEN FRAME 1/4° TAPCON, SEE NOTE 1 1x WOOD BUCK SEE NOTE 2 (CONCRETE) 1 1 1/4° MIN. -L1/4° MAX SHIM SCREEN FRAME 2x WOOD SEE NOTE 2 1 1/2" MIN. 3 -TRACK FRAME HEAD INSTALLATIONS SCREEN FRAME Ii •!I • 1 • • • I• U • • ••� • • �• • • •• • • • ••• • 1 4" 1!IPC•.ONPSE€ N T 1 • • • • • 1 1 1/4" MIN. 114° MAX. SCREEN SHIM FRAME 1/4" MAX SHIM #12 SCREW, SEE NOTE 5 A 2x WOOD SEE NOTE 2 4 -TRACK FRAME HEAD INSTALLATIONS • • • •• ••• • • •••• • • • • • aver: ume • aeR�are•A ALTERH4TAraacKFRAMEV✓rscr Mt�L D NOTE 5. UPGRADE FX 4/12/05 • E • 11G 1N�UD 'PLEKA•7 ESSEDBTANBE FIR P K Bsrmf By 17410 FX • raga Br FX Dehr }077V4 RevIslarlIF REMOVE NPRNAMG NOTE 1 a°., sr F.K. 6/1a/04 Chivied Br JJ. • Dare 4/15106 • 1070 TECHNOLOCYDRIVE NOKOMIS. F134275 P.O. BOX 1529 NOKOMIS. FL 54274 Oesofgace ANCHORAGE DETAILS, HEAD V411bb Better ` ALUM. SLIDING GLASS DOOR, IMPACT arittamat •• • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 1/4 arts 15 a 17 -9" 44064 Row E lows F. Tumor, P.E. PE 258201 Mechanical 1 1/2° MIN. #12 SCREW SEE NOTE 5, A SHEET 15 1/4° MAX SHIM --°-j ---- 1x WOOD BUCK SEE NOTE 2 SHT. 15 1/4' TAPCON SEE NOTE 1 SHT. 15 2x WOOD SEE NOTE 2 SHT. 15 1 1/4° MIN. 1 112° MIN. —.1 #12 SCREW SEE NOTE 5, A SHEET 15 Au 111 SCREEN 1/4° MAX. SHIM 1x WOOD BUCK SEE NOTE 2 ® SHT. 15 ALTERNATE 2 TRACK FRAME W/ SCREEN RAIL ,:: 3 (CONCRETE) 1/4" SHIM MAX -- 11-^° -- ORIGINAL 2 -TRACK FRAME JAMB INSTALLATIONS 1x WOOD BUCK SEE NOTE 2 SHT. 15 114° TAPCON SEE NOTE 1 SHT. 15 1 1/4" MIN. _ (CONCRETE) —41,11:10,„„ • ` .. • • 0 •• SCREEN • I'• • • ••• • .s. »,. • • • • • 1/4° SHIM MC -�q+- •• • • • •• 2x WOOD SEE NOTE 2 SHT. 15 1/4° TAPCON SEE NOTE 1 --" SHT. 15 1/4" SHIM MAX 1+- 2 -TRACK FRAME JAMB INSTALLATIONS #12 SCREW SEE NOTE 5, A SHEET 15 SCREEN FRAME #12 SCREW SEE NOTE 5, A SHEET 15 SCREEN FRAME 1/4° SHIM MAX 1x WOOD BUCK SEE NOTE 2 SHT. 15 — j 1 1/2° MIN. 1/4" TAPCON SEE NOTE 1 SHT. 15 114" SHIM MAX - -�11 --- • • 3- TR;�K, AMEN JAMIE1 INSTALLATIONS • • • • • • • • • D • RJt1 • •. • ••• • • FX. 41121% • E • ALSAL1�RNAE2 40, FRAME 1•SC s'•W9. SIDN•TE5REF. 114Sb°d! FK • 0 Oster 4 • • • • • 0 • *nns S 4- TRAC•ANO ALTO'NATE2-TRACKO•CONS • Oma 1017Po0 8118/04 RMb� Clxviod NO MANGE DOS SHEET nD J.2 4NSN5 ••• • 2x WOOD SEE NOTE 2 SHT. 15 SCREEN FRAME 1 1/2° MIN. 2x WOOD SEE NOTE 2 SHT. 15 1 1/4° MIN. .(CONCRETE) 1/4° SHIM MAX. —►I 8- 4 -TRACK FRAME JAMB INSTALLATIONS 4 INTERIOR (ALL SECTIONS) EXTERIOR 1070 TFJ HNOLOQYORWVE NOKOMIS. FL 34275 P.O. SOX 1519 NOKOMIS, FL 34274 PT ANCHORAGE DETAILS, JAMB .--�— ALUM. SLIDING GLASS DOOR, IMPACT Visibly Better 500730 1/4 16 a 17 4406 -1 Re E 5-A /OG Woes A. Turner, P.5. PE 558201 Mechanical • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SCREEN FRAME 1/4" MAX SEE NOTE 1 & #12 SCREW, SEE NOTE 5, SHT 15 SCREEN FRAME 1/4" MAX SEE NOTE 1 1 1/4" TAPCON SEE NOTE 1 SHT. 15 2x WOOD SEE NOTE 2 SHT. 15 (CONCRETE) 1/T MIN. • 1/4" MIN. 4 4-TRACK FRAME SILL INSTALLATIONS La1 ANCHORS ARE STAGGERED 1 MIN. AT P-HOOK ANCHOR EMBEDMENT AT P-HOOK 1/4" TAPCON -1 1/4" MIN. 1/4° CRETE-FLEX - 1 3/4* MIN. 1x WOOD BUCK SEE NOTE 2 SHT. 15 3/8° MIN. (CONCRETE) 1 1/4° 31fr MIN.-1. 1 MIN. . • 1/4" TAPCON T (SEE NOTE 1) SHT. 15 1" 1/4" TAPCON T (SEE NOTE 1) SHT. 15 • • • • Lel #12 SCREW, SEE NOTE 5, SHT 15 SCREEN FRAME 1/4" MAX SEE NOTE 1 TAPCON SEE NOTE 1 SHT. 15 2x WOOD SEE NOTE 2 SHT. 15 (CONCRETE) 3-TRACK FRAME SILL INSTALLATIONS &ALTERNATE 2 TRACK FRAME W/ SCREEN RAIL EXTERIOR INTERIOR I:=> (ALL SILL SECTIONS) #12 SCREW, SEE NOTE 5, SHT. 15 •-• 1 114" MIN. #12 SCREW, SEE NOTE 5, SHT 15 SCREEN FRAME 1/4" MAX SEE NOTE 1 11/4° TAPCON SEE NOTE 1 SHT. 15 2x WOOD SEE NOTE 2 SHT. 15 3/8" MIN. 1 1/2° MIN. #12 SCREW -f— SE NOTE 5, SHT. 15 (SILL) •• • • • • • • •• TYPLqAt 1101KfTf-HOOK INSTALLATIONS •• OOOOO .44 • 1/4" MAX SEE NOTE 1 2x WOOD SEE NOTE 2 SHT. 15 2-TRACK FRAME SILL INSTALLATIONS 2x WOOD SEE NOTE 2 SHT. 15 1/4. TAPCON SEE NOTE 1 SHT. 15 .11/4MIN. (CONCRETE) • I f ORIGINAL 2-TRACK FRAME SILL INSTALLATIONS INTER104 • (ALL P-HOOK SMTIOITSI • EXTERIOR NOTE: 1. IF %Ili. IS.TIGI-R TO §UBSTRAJTE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, GROUT OR OTHER MATL (DONE BY OTHERS) MUST i-4'• • • HOLLY SUPPiloRT TFE' ENTIprI4pNGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. • 4 • 4-* • • • • • r1/12104.. ATTE4A44124AMAW 5.25EIHANIlk-HOOK CHANGE • 415105 —113bN AIX & 4424011-TERSITE 2-TRACK OPYR014:9 AAS GROUT NOTE A:radar FJC • • • • • • • ANCHORAGE DETAILS, SILL & POCKET P-HOOK itewo Br Ravel* FX. Onnen* F.K Deb: 'infects: 1017104 C NocoNo8mlssKEEr 8/18/04 1111ii• • 510541 Dem Checked* rget. • • • ., 11 IP • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1070 T0/CHN0LOGY DRNE NOKOMIS, P1. 34275 P.O. BOX 1529 NOK05115. F 34274 Visibly Better ALUM. SLIDING GLASS DOOR, IMPACT PRODUCE REVISED as torarlYbrE with Maids Rektite Code Agealstattsct Skt • Date Y14'.611Ici ///,, MEM Stehleetwiek SGD730 1/4 17 a 17 4406-1 E LZ c-48/06 1-tiao A. Turner. P.E. PE #58201 Mechanical