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WS-07-1495
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -55936 Permit Numl r:. S -7-07 -1 495 Inspection Date: 11/07/2007 Inspector. Owner: CINTRON, EDWIN Job Address: 1270 102 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: PREMIUM WINDOW INSTALLATIONS Permit Type: Windows /Shutters Inspection Type: Windows and Doors Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132050250031 Lot: Phone: (305)266 -4515 Building Department Comments REPLACE WINDOWS AND DOORS NM 0 8 2007 Passed '` Inspector Comments my p ®`� Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, November 6, 2007 Page 1 of 2 ; 5 7J23I0 - N� v)e ed ecQ BUILDING PERMIT APPLICATION FBC 2001 .a. . .Z. A.aylil N liV1 N." NJ i 1114.1,459aJ Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 57,01EETql it AUL 8 200/ BY:m�L Permit No. (. ,S — � 5 Master Permit No. Permit Type (circle) Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) ED AV ern. Owner's Address d,2 7C • City /�� ;i�C • State /®r2( /2„,i Zip , Tenant /Lessee Name Phone # Mechanical Roofing Phone # `°O5--2O 5 eiezzep Job Address (where the work is being done) .� City Miami Shores Village County Miami-Dade Zip 33y 3,9 —,26.4 P Is Building Historically Designated YES NO Contractor's Company Name ,92e1-1/261.6? If��® % Contractor's Address 732/ , . t 1-15-(4- A - Phone # 3O.5_ -2.6G- City c �.Lil State F��/2)47. Zip _39 55. Qualifier 74� /(*wsi State Certificate or Registration No. Certificate of Competency No. l 'B5 00 (6< Architect/Engineer's Name (if applicable) Value of Work For this Permit Type of Work: ❑Addition Describe Work: ❑Alteration ❑New Phone # Square Footage Of Work: Repair/Replace []: Demolition 4 °auiceiclop TASIS/ * ** * * * ** * * * * * * * ** * * * * ** **Fee t * * *, * *, , , *, ,�,�,� *,� *,�,�,�,�,�,�,�,� ** * Submittal Fee $ Permit Fee $ - 3 gO CCF $ 1 ' • CO /CC Notary $ Training/Education Fee $ 1.6Q Technology Fee $ CI 13 Scanning $45--- Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite 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 T() 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 $2500, the applicant 171si promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was ac day ofJVX , 20 tp-, by who is personally known to me or who has produced NOT Sign: Print: — — — s --444044maram444solit44414tho did take an oath. to. tttttttt LUIMAR MARTINEZ C'Notary Public - State of Florida ,My Commission Expo Dec 19, 2009 Commission # DD500658 My Commission Expires: ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Signature Contractor The foregoing instrument was acknow edged before me this 23 day of'JOl�t`� who is personally known to me or who has produced as iii ifirti9uinvllo�iid.1< NOTARY PUBLIC: s$ ,MIN Sign: =ay. --mil. LUIMAR MARTINEZ Notary Public - State of Florida My commission Expires Dec 19, 2009 ''• Print: 4 •.4;FI+ °p .o , Commission # 00500858 My Commission Expires: ********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** oath. * * * * * * * * * ** *****,** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *** APPLICATION APPROVED BY Plans Examiner Engineer Zoning Clic 05/13/03 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.\OCI ` \kC13 TAX FOLIO NO. • STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111111111111111111111111111111111111111111 CFN 2007R07 39552 OR Bk 25808 Ps 21971 (ira) RECORDED 07/26/2007 10:29:57 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE ��tt L AP= 2 6 2007 BY: 1. Legal descri • ion of property and street/address: f f ;-��6. 2. Description of improvement: 2 2/1 Zl/l e-e �g 3. Owner(s) name and address: •€ -P Interest in property: Name and address of fee simple titleholder: Wit) C1ccJ ?.*e- e.r ,47/0 yr C' W: O'-c -) v_o2 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from cortrTatni9ffF I HEREBY CER Name and address: Amount of bond $ 6. Lender's name and address: , A D 20 �— — u. � LI WITNESS my hand and Official Seal. X114 D.C. 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different datgfis specified) d7 Signatur of Owner Print Owner's.Name Sworn to and s Notary Public Print Notary's Na My commission expires: 123.01 -52 PAGE 4 8/02 Prepared b g v/ �'(/ / uels ai p Y A -i-v ,20S 6a axe el VOL l2S Address: ;3.2 Z6: L'54 Sk e7 M 07/02/2007 19:01 3052668145 � o PREMIUM WINDOW jr-all 11141.V1119:11.1W111411pRaira EMU' 1 235 SW; 811 4/v " t MhtncFlorida33174 Tel • (305) 264 ' TC A: 305)262 -6978 D F . Jul_ $ AM . ... . • . ... • i(•�: ° ° °.... i '" 'Lv .S c 07- 1 .. (Based on data supplied by client) Pi 14 PAGE 02 o7jo1 1. Client 2. Yob Natne 3. Job Address Height : r'- • ;._f, (see .sketch below). Speed : /V6, d ; D ASCE 7 -88 .SCE 7.93 o ASCE 7.95 IWASCE C] Standard Building Code+ 1999 Ed (Section 1606.2 for Buildhgs Is than 60 feet high when applicable) • a. Hof slope Krmat ❑ slope: Fitch /12. 9. Exposure ; on Coastal E] Coastal Q utter Ya. (Coastal Exposure Applies withfit 1500 Al of ocean anew Barrier Islands or 50 .miles within ocean tune felt Std Bid Code Chapter 16). 10, Building . Length ft. Widtlt,.,., ` F . ft. 11. Attach floor plan with shutter,/ +window, sizes and types, (Note: Ifmaximum load used for all openings'oor plan in not required) 12. Building Category: Indicate if essential building like Hospital, Fire Station, Police Station. Client Bldg. 61:1F t. Btd d 6OF._ Arshad:Vigar, P.E. — FI:#38863 EB C.A.N. #3538 1235 S.W. CUSTOMER PROJECT • • ••• • • • ••• •• •• • • • •• .• • • • • • • • • • • • AL- FAROOQ COR40 87th. AVENUE PH. 305 -264 RP'rItN : :: 07 -03 -2007 MIAMI, F'L� 331•'7 -8100 • ••• • • • • •• :PREMIUM WINtd' e ' :EDWIN CINTRC •■• • • •. .. • • ... • • • • •. • • • • ••• • • WIND LOAD ANALYSIS FOR CQWWNEVT5,,ANQ,C1010DING AS PER SPECIFICATION ASCE la BUILDINGS WITH IMPACT P1i9tEiCt']OIT :•:0•00: BASIC WIND SPEED V : 146 MPH IMPORTANCE FACTOR I : 1 EXPOSURE CATEGORY : C MEAN ROOF ELEVATION H : 26 FT. ROOF SLOPE EQUAL OR LESS THAN 10 TRIBUTARY LOAD AREA A : 10 FT-2 Kh = Kd = Kzt= deg. 0.95 (TABLE 6 -3, P75) 0.85 (TABLE 6 -4, P76) 1.0 (TOPOGRAPHIC FACTOR) VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd IV -2 = 44.06 PSF GCp COEFFICIENTS (FIGURE 6 -11A, p57) ZONE 4 = +0.90 -0.99 ZONE 5 = +0.90 -1.26 GCpi COEFFICIENTS = + .18 - .18 (TABLE 6 -5 p49) DESIGN PRESSURE P = Qh(GCp - GCpi) ZONE 4 = + 47.6 PSF - 51.6 PSF# I -3,7,11-14)I(0/2-2 -/ l2712b ZONE 5 = + 47.6 PSF - 63.4 PSF 14 -6:03,-10115,17--2-10,4-26 JUL 0 3 2007 07/02/2007 19:01 ! I : I • . ; ; ! 3052668145 Atit4 3? yS0. : • ••• : • • • PREMIUM WINDOW • • ; •; ; • • • • 1 ; , • i 16;•; • • ; 0; • • • IV • i ; ' ::: ' • i • • ! • ' :40! ; ! • !to: • Ill • • • • ! : . ! 0I " 0 1 • ! • • ! r! 1 : ' • • • • :• : • ; •• •• :• • 1 . • • •• ; • : . SS:* • • • • •••• : : . ; • ! . • . • • . *AI. • • • ite • •• • • • • • •• • • •• •: • ;• • • • • • 1 • oil • ! •, i • • s! • • •• • fit. • • • • • • • . : . ••••; , • • • • ;• ••• • • I . . , • i . iY4454b. ' • • ••:• ! • • • •• • • • • • • • 1 11•1■1;.;;AMII • • • • • • • ••; i PAGE 03 ! ! 1:! • ! ; WO' PART IN: ; mot ; ! I ! . ; • • ; • I : ; ; i ! : : • ; • ! ! ; ; 415: coonoii sdk 'Hoyt Hossim Ftvo:Aip, 1 120425Loor TEL.: 408 ; 16hd iiricWAT MMMIIFk. 3.68-2618 ..44111.7"mA- PAO& 1 a (fliC I: IHW. 3V la; ; . : • ! ! ; • 14.-ig )4:6 • i • . . J31. 41 %NOT PARTIN porior • I . ; , ; I : .• ; ; • ! • ; 46 , • Miami Shores Building Department Product Ap i royal Schedule / Comparison Chart Address: 2/® /at /p st • O • ening Description of Window or oor or ullion Product Acceptance umber Product Approval 03 °1/ .0 etc Door b Design 'ressnre ( +)PSF (-) PSF 4# t 4 4 5 , -gy m ®e r7 /,ftraIII_ ;NJ iii I IIIIIMM,M IIV� rimy r� = i ra �. e® �! a9 �® z ® . IIIMMil MICA= ME /II 671rINIGIMNIii MI* Opening Design Pressure ( +) PSF () PSF Rough Opening Permit loo. Q Shutter Required Mullion Required Impact ,?psi ,• MJ.M. r411 VIIIIMA -raw-MI £. s4 5211PML1 ���� ImamatfilffltiffrA s� ° ®�-- - �r. ®.® K iI.' �° „ ae., . A, N� ® Z c ! „•,;: a t f � ` - C7 itris '"tl, i �r�r- MS741111 �_ m �� {� ' ,a s.1,4 .4.. 4 + AMIZEAt /1 {'�j� ! .fir �� � '/! i�./y M ,, 1 NIZE MIMI 1111111111111111111 11101111111111 1111111.11111.1E511111111PM ,. ! ,.. EXIMM rofiIIMOLYATEM ••• • • • - • •• • • • ••• • • • • ••• • ••• • • • • ••• • • • • • • • ••• • • • • .•• • •.••• • • •••• • ...• • • ••• • • • •• • • •• • •• • •. ••• • • • ••• • ••• • FRONT ELEVATION (First Floor) COMPONENTS AND CLADDING: g NOTE: All (Windows, Ardis, Doors and Mullions) by: PGT INDUSTRIES Owner: Edwin Cintron & Hoyt C. Hobson /Folio No.11- 3205 -025 -0031 (Dade County Product Approval NOA: 03- 1105.01. expires February 19, 2009) Large & Small Missile Impact Resistant. Glass type `A' Description: 7/16 AH Laminated Glass Comprised of (1) Lite of 3/16 " Annealed Glass and (1) Lite of 3/16" Heat Strengthened Glass With An .090 Interlayer of Dupont Butacite or saflex/keepsafe Maximum PVB. White Frame, Tinted Glass Approved Wind Pressures > Site Specific Pressures + 80.0 / - 80.0 psf ( Dade County Product Approval NOA: 03- 1105.01. expires February 19, 2009) Large & Small Missile Impact Resistant. Glass type `A' Description: 7/16 AH Laminated Glass Comprised of (1) Lite of 3/16 " Annealed Glass and (1) Lite of 3/16" Heat Strengthened Glass With An .090 Interlayer of Dupont Butacite or saf ex/keepsafe Maximum PVB. White Frame, Tinte¢l Glass Approved Wind Pstessurev . :. S. :: Ake Specific Pressures + 80.0 / - 80.Q.Psf ::: : • : • • • • ••• • • • • • • :.. • •• • • • :. • • ••• • . . • • . • • . ... • ... • • • • • • • • .. • • • • • • • ... • • • • • • • • • • • • •• ••• • • • .. • • 000 /Si , `t act ° ` e s :101 O i ° ®/ SSize °'- e , Configuration:X/Hinge Left (Dade County Product Approval NOA: 06- 0807.07. expires February 13, 2008) Large & Small Missile Impact Resistant Glass type Glazing `Option 1' Description: 3 /8 "AHLaminated Glass Comprised of (1) Lite Of 3/16 "Heat strengthened and (1) Lite Of 1/8" Annealed Glass/.090 PVB Interlayer May Be Dupont Butacite PVB OR Solutia Saflex/Keepsafe Maximum.. White Frame, Tinted Glass/ Obscure. Approved Wind Pressures > Site Specific Pressures + 75.0 / - 75.0 psf (Dade County Product Approval NOA: 06- 0405.06. expires December 21, 2011) Large Missile Impact Resistant Glass type `D' Description: 7/16 AA Laminated Glass Consisting of (2) Lites of 3/16 "Annealed Glass With An .090 Dupont Butacite or saflex/keepsafe Maximum PVBlnterlayer. White Frame, Tinted Glass Approved Wind Prenujn • > Site Specific Pressures + 75.0 / - 75.0% psf * •� . • • .. •• • • • • • ••• • • • • • • * • • • • • • • • • • • • • • • • • ••• • •. • •• • • •.. • • • • • • • • . • • • • • ••• • •• ••• • • • • • • • • ••• • . ng j tie: 37" t 48" !uminurh Ho 4' oll dow - e 1 r „,rxr, r: ura. (Dade County Product Approval NOA: 06- 0405.06. expires December 21, 2011) Large Missile Impact Resistant. Glass type `A' Description: 5/16 AA Laminated Glass Consisting of (2) Lites of 1/8” Annealed Glass With An .090 Dupont Butacite or saflex/keepsafe Maximum PVBlnterlayer. White Frame, Tinted Glass Approved Wind Pressures > Site Specific Pressures + 75.0 / - 75.0 psf Le 't El ation First, Floor ( Dade County Product Approval NOA: 06- 0405.06. expires December 21, 2011) Large Missile Impact Resistant Glass type `D' Description: 7/16 AA Laminated Glass Consisting of (2) Lites of 3/16 "Annealed Glass With An .090 Dupont Butacite or saflex/ keepsafe Maximum PVBlnterlayer. White Frame, Tinted Glass Approved Wind Pressures > Site Specific Pressures + 75.0 / - 75.0 psf • •� ::j , ••• ••.• 1.1 •.. • • • • • • ••• ••• ••• • • i• • • • • • • • • • • • . • • • • • ..• • ••• . • • • • • ••• • • • • • • ••• • • • • • •`••• • • • • ••••• ••• • point S 1 " X 6x199 g, lum&ym Picture dow- I 'ei es 70. " Congur a ' n: 9 (Dade County Product Approval NOA: 03- 1105.01. expires February 19, 2009) Large & Small Missile Impact Resistant. Glass type `B' Description: 7/16 HH Laminated Glass Comprised of (2) Lite of 3/16" Heat Strengthened Glass Glass With An .090 Interlayer of Dupont Butacite or saflex/keepsafe Maximum PVB. White Frame, Tinted Glass Approved Wind Pressures > Site Specific Pressures + 80.0 / - 80.0 psf ( Dade County Product Approval NOA: 05- 0526.05. expires November 11, 2009) Large and Small Missile Impact Resistant. Glass type `A' Description: 7/16 All Laminated Glass Consisting of (1) Lites of 3/16" Annealed Glass and (1) Lite of 3/16" Heat Strengthened Glass With An .090 Sentryglass Plus (SGD) Interlayer. Test Reports 8 . -4 and White Frame, Tinted Glass/2 Pannels/2 tracks Approved Wind Pressures > Site Specific Pressures +70.0 /- 70.0o,,sf... • • . • . . • . . . •. •• •• ••• •• •.• • • •• • • • • • • ••• • • • • • • • • • • '• • • • • • • • • • • • ••• .• • • .• • • • • • • ••• ••e ••• ID • • • • • ••• • • • • • • ••. • • • • • • • • • • • • ••• • •• •• • • • • • • • • • ••• .• •• Roar :ElonatioI, (Fi; st Floor ( Dade County Product Approval NOA: 06- 0405.06. expires December 21, 2011) Large Missile Impact Resistant Glass type `A' Description: 5/16 AA Laminated Glass Consisting of (2) Lites of 1/8" Annealed Glass With An .090 Dupont Butacite or saflex/keepsafe Maximum PVBlnterlayer. White Frame, Tinted Glass Approved Wind Pressures > Site Specific Pressures + 75.0 / - 75.0 psf :R'ihht Elo)atiotil First Flo ,,r} Configuration:X/ Hinge Left (Dade County Product Approval NOA: 06- 0807.07. expires February 13, 2008) Large & Small Missile Impact Resistant. Glass type Glazing `Option 1' Description: 3 /8 "AH Laminated Glass Comprised of (1) Lite Of 3/16 "Heat strengthened and (1) Lite Of 1/8" Anneal I c1'ass /.090 PVB Interlayer May Be Dupont Butacite PVB OR Solutia Saflex /Keepsafe Maximum.. White Frame, Tinted GldssY•lbshtrk • • Approved Wind Pressufg :>; :•:: Site Specific Pressures +75.0/ -75.0 psf • . •• • • •• ' • • • • ••• • • • • • • • • • •• • • • • • • • • • ••• • • • • • • • • • • • • • ••• •;• • •. • • • • • • • • .• . • • • . • • • •• .i • ••• • • (Dade County Product Approval NOA: 06- 0405.06. expires December 21, 2011) Large Missile Impact Resistant Glass type `A' Description: 5/16 AA Laminated Glass Consisting of (2) Lites of 1/8" Annealed Glass With An .090 Dupont Butacite or saflex/keepsafe Maximum PVBlnterlayer. White Frame, Tinted Glass Approved Wind Pressures > Site Specific Pressures + 75.0 / - 75.0 psf (Dade County Product Approval NOA: 06- 0807.07. expires February 13, 2008) Large & Small Missile Impact Resistant. Glass type Glazing `Option 1' Description: 3 /8 "AH Laminated Glass Comprised of (1) Lite Of Lite Of 1/8" Annealed Glass/.090 PVB Interlayer May Be Dupont Butacite PVB OR Solutia White Frame, Tinted Glass/ Obscure. Approved Wind Prgstwii ... > Site Specific Pressures +75.0 /- 75.0.psf•i.• iii : •• ' ••: '.: •.' '. • • • .'. • ... • • • • • • : • • • • • • • •'• • • • • • . • • • . ..• •• • • .• • • . • • • ... • • • • • • • • • • ... • • • • • • • • • .•. •• •• • • • ..• • • • • •.s • •• Configuration:X/Hinge Right 3/16 "Heat strengthened and (1) Saflex /Keepsafe Maximum.. (Dade County Product Approval NOA: 06- 0405.06. expires December 21, 2011) Large Missile Impact Resistant Glass type `A' Description: 5/16 AA Laminated Glass Consisting of (2) Lites of 1/8" Annealed Glass With An .090 Dupont Butacite or saflex/keepsafe Maximum PVBlnterlayer. White Frame, Tinted Glass Approved Wind Pressures > Site Specific Pressures + 75.0 / - 75.0 psf Configuration:X/ Hinge Right (Dade County Product Approval NOA: 06- 0807.07. expires February 13, 2008) Large & Small Missile Impact Resistant. Glass type Glazing `Option 1' Description: 3/8"AH Laminated Glass Comprised of (1) Lite Of 3/16 "Heat strengthened and (1) Lite Of I /8" Annealed Glass/.090 PVB Interlayer May Be Dupont Butacite PVB OR Solutia Saflex/Keepsafe Maximum.. White Frame, Tinted Glass/ Obscure. Approved Wind Pressures > Site Specific Pressures + 75.0 / - 75.0 psf ;•• ••• . . .•• •• . •• • •• ••• • . .•: • •• •... '•• '•' • . •• • • • • ••• • • • • • • • • • • •• • • • • • • •..e• • • •• •. • • • • ••• • •• ••. • • • .•.• • • • • • • • ••• • • • • • • • • • • .• • • • •• •• • • • •• •• ••. • • • •.• • •• (Dade County Product Approval NOA: 06- 0405.06. expires December 21, 2011) Large Missile Impact Resistant. Glass type `A' Description: 5/16 AA Laminated Glass Consisting of (2) Lites of 1/8" Annealed Glass With An .090 Dupont Butacite or saflex/keepsafe Maximum PVBlnterlayer. White Frame, Tinted Glass Approved Wind Pressures > Site Specific Pressures + 75.0 / - 75.0 psf (,j ( Dade County Product Approval NOA: 06- 0405.06. expires December 21, 2011) Large Missile Impact Resistant. Glass type `A' Description: 5/16 AA Laminated Glass Consisting of (2) Lites of 1/8" Annealed Glass With An .090 Dupont Butacite or saflex/keepsafe Maximum PVBlnterlayer. White Frame, Tinted Glass Approved Wind Pressures > Site Specific Pressures + 75.0 / - 75.0 psf •• ..: . . . . • • •• • • •• •• .. • . . • • • ••• • . • • • • • • • • •• .. • •• • • • • • ••• ••. ••• • • • •• • • .•.• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • •• (Dade County Product Approval NOA: 06- 0405.06. expires December 21, 2011) Large Missile Impact Resistant. Glass type `D' Description: 7/16 AA Laminated Glass Consisting of (2) Lites of 3/16 "Annealed Glass With An .090 Dupont Butacite or saflex/keepsafe Maximum PVBlnterlayer. White Frame, Tinted Glass Approved Wind Pressures > Site Specific Pressures + 75.0 / - 75.0 psf rizor ( Dade County Product Approval NOA: 06- 0405.06. expires December 21, 2011) Large Missile Impact Resistant. Glass type `D' Description: 7/16 AA Laminated Glass Consisting of (2) Lites of 3/16 "Annealed Glass With An .090 Dupont Butacite or saflex/keepsafe Maximum PVBlnterlayer. White Frame, Tinted Glass Approved Wind Pressures > Site Specific Pressures +75.0/ -75.0 psf on (2 ND :. •. • • •• • • •4.. ..•••o • ••• • • • ••• ••, •.• •'• i. • • •'. • • • • • • • • • • • ••• • •• • • • • • • • •. • • • • • • • • .•. •• •• • • • ••• . • • • •• n Z ize: 11' 50 5/8" 9,e /a ninr m Lori ` £ tal er do -LMIi erie e li (Dade County Product Approval NOA: 06- 0405.06. expires December 21, 2011) Large Missile Impact Resistant. Glass type `D' Description: 7/16 AA Laminated Glass Consisting of (2) Lites of 3/16 "Annealed Glass With An .090 Dupont Butacite or saflex/keepsafe Maximum PVBlnterlayer. White Frame, Tinted Glass Approved Wind Pressures > Site Specific Pressures + 75.0 / - 75.0 psf ize: 55 1/ X 85 1/4 . e w /'.,,:te` Configuration:XX/ actve Left ( Dade County Product Approval NOA: 06- 0807.07. expires February 13, 2008) Large & Small Missile Impact Resistant. Glass type Glazing `Option 1' Description: 3 /8 "AHLaminated Glass Comprised of (1) Lite Of 3/16 "Heat strengthened and (1) Lite Of 1/8" Annealed Glass/ .090 PVB Interlayer May Be Dupont Butacite PVB OR Solutia Saflex /Keepsafe Maximum.. White Frame, Tinted Glass/ Obscure. Approved Wind Prefigures. ,, Site Specific Pressures +75.0 /- 75.0'psf •• •. . � : : : •• .. •• • ••: • : • : :: • •. • • • •• • • • • • s ••• ••• •• • • • • •• • • • •• ••• • ••• • • • • • • ••• • • • • . • • • ••• • • • • • ••• • • • • • • • • • • • ••• •• •• • • • •.• • • • • • •i• • •• ( Dade County Product Approval NOA: 05- 0526.05. expires November 11, 2009) Large and Small Missile Impact Resistant. Glass type `D' Description: 7/16 HH Laminated Glass Consisting of (2) Lites of 3/16" Heat Strengthened Glass With An ..090 PVB Interlayer of Dupont Butacite or Saflex/Keepsafe Maximum PVB. Test Reports White Frame, Tinted Glass/2 Pannels/2 tracks/D- Pocket Approved Wind Pressures > Site Specific Pressures + 80.0 / - 80.0 psf 2 D Flob� (Dade County Product Approval NOA: 06- 0405.06. expires December 21, 2011) Large Missile Impact Resistant Glass type `A' Description: 5/16 AA Laminated Glass Consisting of (2) Lites of 1/8" Annealed Glass With An .090 Dupont Butacite or saflex/keepsafe Maximum PVBlnterlayer. White Frame, Tinted Glass Approved Wind Pressures > Site Specific Pressures + 75.0 / - 75.0•p§f.•* • • `•+ • • • •• ••• • • . •. • •. •• •.• ••: •.• • • • ..• • • • • • ••• •�• • • • • • • • • • • • • • •.• • • • _ •• • •• • • • • •• • • • • ••• • • • • ••• • • • • • • • ••• • • • • ••• • ••• • • • • • • • • • •• • • • ••• •• •• Right .Eleivat,on 2 ND Floor; 1r (Dade County Product Approval NOA: 06- 0405.06. expires December 21, 2011) Large Missile Impact Resistant. Glass type `A' Description: 5/16 AA Laminated Glass Consisting of (2) Lites of 1/8 "Annealed Glass With An .090 Dupont Butacite or saflex/keepsafe Maximum PVBlnterlayer. White Frame, Tinted Glass Approved Wind Pressures > Site Specific Pressures + 75.0 / - 75.0 psf 'aye. Opening 2 Size: 37" 38 3/S ' , eta horizon RAler Wisz o .. Series it 49nIgurawokiq (Dade County Product Approval NOA: 06- 0405.06. expires December 21, 2011) Large Missile Impact Resistant. Glass type `A' Description: 5/16 AA Laminated Glass Consisting of (2) Lites of 1/8" Annealed Glass With An .090 Dupont Butacite or saflex/keepsafe Maximum PVBlnterlayer. White Frame, Tinted Glass Approved Wind Pressures > Site Specific Pressures + 75.0 / - 75.0 psf ••• ••• • 00000 .•. •• • • • • .•• • • • • • • • • • • • • • ••. • • • so • i MIAMI -DADS COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. 'l'he 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 Miarni 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 AIIJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series HR -710 Aluminum Horizontal Roller Window -LMI APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/06, prepared by manufacturer, signed and sealed by Robert L. Clark, F.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large 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 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. 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 NOA No 06- 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 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 02/28/06, prepared by manufacturer, signed and sealed by Robert L. Clark, 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858 and FTL -4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. 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 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated March 30, 2006, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report no. FTL- 4770, issued by Fenestration Testing Laboratory, Inc., dated March 09, 2006, signed and sealed by Edmundo Largaespacia, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) Jaime D. Gas on, P.E. Chief, Product Control Division NOA No 06-0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 E -1 MIAMI-DADE COUNTY BUILDING CODE COMPLIANCE Ortr»10E (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 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.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 Davie County) reserve the right to have this product or material tested for quality assurance. purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "SGD -730" Aluminum Sliding Glass Door APPROVAL DOCUMENT: Drawing No. 4406 -1, titled "Alum. Sliding Glass Door, Impact", sheets 1 through 17 of 17, prepared by manufacture, dated 06/18/04 and last revision on 04/05/05, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance` number and expiration dare by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Die. 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 =- f 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, the expiration date may be displayed in advertising literature. If any �' and followed eit s by be done in its entirety. g Y portion of the NOA is displayed, then it snail 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- 0622.07 consists of this page 1 and evidence sheets E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO 4,T CpG NOA No 05- 0526.05 Expiration Date: November 11, 2009 Approval Date: August 25, 2005 Page 1 4 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4406 -1, titled "Alum. Sliding Glass Door, Impact ", sheets 1 through 17 of 17, prepared by manufacture, dated 06/18/04 and last revision on 04/05/05, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4454, dated 01/31/05, signed and sealed by Edmundo Largaespada, P.E. "Submitted under NOA # 04-0622.07" 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. FTL -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 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 ma ked-up drawings and installation diagram of an alnrninuni sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. ]'TL -4159, dated 03/25/04, signed and sealed by Edmundo Largespada, P.E. "Submitted under NOA # 04-0622.07" Test reports on 1) Air Infiltration Test, per k73C, 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) apdJAS. 202 -94 E -1 Herininfo F. Gonzalez, P.E. hector, Building Code Compliance Office NOA No 05- 0526.05 Expiration Date: November 11, 2009 Approval Date: August 25, 2005 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 03/26/04, signed and sealed by Edmundo Largespada, P.E. "Submitted under NOA # 04-0622.07" 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, ASTM- E1300, and structural analysis, dated 05/23/05, and last revised on 07/22/05, prepared, signed and sealed by Lucas A. Turner, P.E., • 2. Anchor Calculations, ASTM -E 1300, and structural analysis, prepared by PGT Engineering, dated 06/17/04, signed and sealed by Lucas A. Turner, P.E. "Submitted under NOA # 04-0622.07" 3. Revised Anchor Calculations, and structural analysis, prepared by PGT Engineering, dated 10/0804, signed and sealed by Lucas A. Turner, P.E. "Submitted under NOA # 04- 0622.07" D. QUALITY ASSURANCE BY: 1. Miami -Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to E.I. 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 "Safiex/Keepsafe Maximum" dated 05/17/01, expiring on 05/21/06. 3. Notice of Acceptance No. 00- 1212.04, issued to E.I. 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. Letter from the consultant, dated August 1, 2005, stating that the product is in compliance with the Florida Building Code. 2. Notice of Acceptance No. 04-0622.07 PGT Industries, "Series SGD -730 Aluminum Sliding Glass Door Impact ", approved on 11/11/04 d e p' ' ' g on 1,1/11/09. E -2 Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05- 0526.05 Expiration Date: November 11, 2009 Approval Date: August 25, 2005 MIA MhdADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the ART may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW -701" Aluminum Picture Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A ", dated 12/15 /03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03-1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 4, titled "Aluminum Picture Window, Impact", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A" dated 12/15/03, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3835, dated 07/18/03, signed and sealed by Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 =94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. k IL- 3850, dated 07 /31/03, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98, and structural analysis, prepared by manufacturer, dated 10/31/03, signed and sealed by Robert L. Clark, P.E. D. QUALITY* ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERIIH'ICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Material" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205.02issued to Solutia, Inc. for "Saflex / Keepsafe Maximum" dated 5/17101, expiring on 5/21/06. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Laboratory compliance letter for Test Report no. FM-3835, issued by Fenestration Testing Laboratory, Inc., dated 08/25/03, signed and sealed by Joseph Chan, P.E. 2. Laboratory compliance letter for Test Report no. FTL -3850, issued by Fenestration Testing Laboratory, Inc., dated 08/21/03, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (IBC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, S 1603 MIAMI, FLORIDA 3313 1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Coe, including the High Velocity Hurricane Zone. 'I u DESCRIPTION: Series FD -101 Outswing Aluminum French Door w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No. 972, titled "Aluminum French Door w/ Sidelites", sheets 1 through 9 of 9, prepared by PGT Industries, dated 7 -12 -99 and last revised on 09- 27 -06, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 # 02- 0927.13 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda NOA No. 06- 0807.07 Expiration Date: February 13, 2008 Approval Date: November 08, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file #02- 0927.13) 1. Manufacturer's die drawings and sections. 2. Drawing No. 972, titled "Aluminum French Door w/ Sidelites", sheets 1 through 9 of 9, prepared by PGT Industries, dated 7 -12 -99 and last revised on 09- 27-06, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file #02- 0927.13) Original test conducted per FBC, PA 2()1, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. 1. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94. 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 5) Large Missile Impact Test per SFBC and PA201 -94 6) Cyclic Wind Pressure Loading per SFBC and PA203 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door w1 sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. l+TL -2067, dated August 12, 1998, signed and sealed by Gilbert Diamond, P.E. 2. Additional test report on (submitted for hardware & glazing qualification) (transferred from file #02- 0927.13) 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Large Missile Impact Test per SFBC, PA201 -94 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 5) Water Resistance Test, per PA 202 -94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2612, dated September 29, 2000, signed and sealed by Aldo P. Gonzales, P.E 3. Additional reference test reports FTL -1973 & FIL -2241 per PA241, 202 &203, issued by Fenestration Testing Laboratory, Inc., dated March 19, 1998 and January 14, 1999, signed and sealed by Gilbert Diamond, P.E. C. CALCULATIONS 1. Anchor verification dated 07 -21 -06 and last revised on 09/27/06 complying w/ FBC 2004 prepared, signed and sealed by Robert L. Clark, P.E. 2. Anchor Verification Calculations dated 07 -12 -99 and revised on 1- 14-00, prepared, signed and sealed by Robert L. Clark, P.E. (transferred from file #02- 0927.13) 3. Glazing complies with ASTME - 1300 -02 S . Tshaq I. Chanda, P.E. Product Control Examiner NOA No. 06- 0807.07 Expiration Date: February 13, 2008 Approval Date: November 08, 2006 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E. I. DuPont DeNemours. for "Butacite PVB ", expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. for "Saluda Interlayers ", expiring on 03/04/09. E. STATEMENTS (transferred from file# 02- 0702.01). 1. Statement letter of conformance and no financial interest, dated July 12, 199, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, dated August 12, 1998, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. 3. Addendum letter, along with marked -up drawing of reinforcement (sidelite) dated 2 -3 -2000, issued by Fenestration Testing Laboratory. 4. Letter of lab compliance, dated September 28, 2000, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Aldo P. Gonzales, P.E 6. Meeting Summary dated January 26, 1999, issued by BBCO D. OTHER 1. This NOA revises NOA # 02- 0927.13. 2. E -mail correspondences dated May - September 2006 between PGT and BCCO. �I i 3. Manufacturer's "Quality Operation Procedure ", submitted per meeting summary dated January 26, 1999 (Note: This series FD -101 door is related to file 98- 0506.02, requiring strict manufacturing quality procedure to be followed.) 4. Prior related file NOA(s) 02- 0927.13, 01- 0417.06 & 98- 0506.02. E -2 1 st�k 1. 11,4,,tc Isha4 Chanda, P.E. Product Control Examiner NOA No. 06-0807.07 Expiration Date: February 13, 2008. Approval Date: November 08, 2006 EXISTEN ALUMINUM COLUMNS NOT PART IN THIS PERMIT NOT PARTIN THIS PERMIT 5 NOT PARTIN THIS PERMIT NOT PARTIN THIS PERMIT NOT PART IN THIS PERMIT EDWIN CINTRON & HOYT C. HOBSON FOLIO No 11- 3205 - 025.0031 TEL: 305- 205 -9028 1270 ME 102nd STREET MIAMI FL 33138-2618 ....• • • • .• • • • • •• ••• •. • • • • .• •••.• • • •••3 • • • • • • • • • • • • • • 1• • FROAFT•D•OOR' GENERAL NOTES: IMPACT HORIZONTAL ROLLER 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) LITES 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) LITE Q 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7116" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 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 (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. I. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3116" 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" LAME IG: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 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 1Ic 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 fG: (1) LITE OF 1/8" OR 3/T6" 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, SHEETS 3 AND 4) AA. 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 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GAShE T . 7, REFERENCES: TEST REPORTS FTL -4858 AND FTL -4859. ELCO TEXTRON NOA: 04-0721.01, 03- 0225.05 ANSI /AF &PA NDS-2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Raved 8y :: Date: Rawsimrs: Resod Ay Date: F.K. 10/17/06 Raved Sy: Date: F.K. 5/13/06 Drawn ay Dale: F.K. 2/28/06 Rewsians: B Ravictnest: A CHANGE TO ASTM E 1300 -02 ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7 & NOTE 8. Checked ay J.J. nam: 3/23106 1070 TECHNOLOGY DRIVE NOKKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST Visibly Better Oescriptivn. GENERAL NOTES rek:: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sera -011 0v s skr 3"aet: Dra ng nn HR7I0 NTS 1 et 11 4127 -10 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 • • • • •• • •••• • • •••• ca • • =led • • • • • • Aurw..404 Robert L. Clark. P.E. PE #39:12 Structural •• • • • • •••• ••• • • • •• • • • • •. • • • • •• • • • •••• • • •••• ••• • • • •• 112" NOM. GLASS BITE 21 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 Reved 8y Date: Revsd sy: Date: F.K 10/17/06 Rend Ely bale: F.K. 5/13/06 Drawn 8y: Dab F.K 2/28/06 63,64,65 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16' LAMINATED GLASS G] EXTERIOR INTERIOR [> (ALL SECTIONS) 112" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8" AIR SPACE 1/8" OR 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI (72,73,74,75,76,7_7) --+-- 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4" AIR SPACE --� 1/8" or 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI Revta Ravktens: 8 NO CHANGE THIS SHEET Revisions: A ADD A/R SPACE DIM. TO LAM! IG DETAILS Checked 8y Date: J.J. 3/23/06 11 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better bemxia6a°: GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Full 2 ar 11 4127 -10 B • • • • • •• • • • • •••• ApisEnred as couspiyiss with tbK • • Flnt#dtt • • • • • Date NOA# ± W�.+r • • • • • • • • • •. • 1 Robert L. Clark, P.E. PE #39712 Structural • ••. • • •••• ••• • • • •• • • • • •• • • • • •• • • •••• • • •••• ••• • • • •O (XOX 1/4,1/2,1/4) DESIGN PRESSURES TABLE 1. WINDOW WIDTH GLASS TYPE A,B,G,H 84" WINDOW HEIGHT 26" 36" +60.0 -60.0 96" A,B,G,H +60.0 106 3/8" 108" 111" UP TO 111" UP TO 111" A,B,G,H A,B,G,H A,B,G,H C, I D,E,F,J,K,L +60.0 +60.0 -60.0 -60. 0 -60.0 +60.0 -60.0 +60.0 +60.0 +60.0 +60.0 +60.0 -60.0 -60.0 -60.0 -60.0 -60.0 38 3/8" +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 +60.0 -60.0 -60.0 48" 50 5/8" +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 +60.0 +60.0 +60.0 +59.5 II -60.0 -60.0 -60.0 -60.0 -59.5 60" 83" 60.0 -60.0 +60.0 -60.0 +59.1 +55.5 +55.0 +54.0 -59.1 -55.5 -55.0 -54.0 +56.0 +52.1 +51.7 +50.9 +60.0 +75.0 -56.0 -52.1 -51.7 -50.9 -60.0 -75.0 (XOX 1/3,1/3,1/3) DESIGN PRESSURES TABLE 2. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" I 36" 38 3/8" r 48" f 50 5/8" I 54" 60" 63" TO 86 7/16" A, B, C, G, H,1 +60.0 -60.0 TO 86 7/16" D,E,F,J,K,L +75.0 -75.0 (,OX AND )10 DESIGN PRESSURES TABLE 3. WINDOW WIDTH 60" 66" GLASS TYPE A,B,G,H C, I A,B,G,H C, I WINDOW HEIGHT 72" A,B,G,H C, I 26" +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 3 +75.0 +75.0 +75.0 +75.0 +75.0 +75.0 6" -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 38 318" -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 +75.0 +75.0 +75.0 +75.0 +75.0 74" A,B,G,H +75.0 -75.00 +75.0 +75.0 48 +75.0 +75.0 +75.0 +75.0 +75.0 +75.0 -75.00 +75.0 -75.00 +75,0 7l -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 - 75.00 50 +75.0 +75.0 +75.0 +75.0 +75.0 +75.0 18" -75.00 -75.00 - 75.00. -75.00 -75.00 -75.00 54 +75.0 +75.0 +75.0 +75.0 t! -75.00 -75.00 - 75.00 -75.00 6 +75.0 +75.0 +74.7 0" -75.00 -75.00 - 74.70 -75.00 +75.0 +75.0 -75.00 +70.1 -70.10 +75.0 -75.00 +75.0 +75.0 -75.00 +75.0 UP TO 74" a C,1 D,E,F,J,K, L +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 - 75.00 +75.0 -75.00 +75.0 -75.00 -75.00 +68.6 -75.00 -68.60 63" +75.0 -75.00 +75.0 -75.00 +70.0 -70.00 +75.0 -75.00 +65.0 +72.1 +63.5 -65.00 -72.10 -63.50 +74.7 -74.70 +70.8 -70.80 +75.0 -75.00 GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX & XO) A. 5/16" LAMI B. 5116" LAMI C. 5/16" LAMI D. 7/16" LAMI E. 7/16" LAMI - F. 7/16" LAMI - - (1/8" A, .090,1/8" A) - (1/8" A, .090,1/8" HS) - (1/8" HS, .090,1/8" HS) - (3/16" A, .090, 3/16" A) (3/16" A, .090, 3/16" HS) (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1/8 "A) H. 13/16" LAMI IG -1/8" OR 3/16 "A, 5116" OR 3/8" AIR SPACE, 5/16" LAM!- (1/8 "A, .090,1/8 "HS) I. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1/8 "HS) J. 13/16" LAMI IG -1/6" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "HS) L. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3/16 "HS) Revsd 6y: Dale. Revisions: Revsd Ry F.K Revsd By: F.K. Drawn 8y F.K. Dare: 10117/06 Revsions: 6 REVISE OP TABLES TO ASTM E 1300 -02 Dote: 5/13/06 Darn: 2/26/06 Revisions. A CJ+ecked J.J. ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. Dabs: 3/23106 1979 TECHNOLOGY DRIVE NOKOMIS, Ft 34275 P.O. BOX 1529 NOKOMIS, FL 34274 DESIGN PRESSURES rao: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Berner rimaktdat HR710 NTS Shaer 3 a 11 Da no 4127 -10 Row B • • • • • •• • • •••• • • •••. Robert I. Clark, P E. PE 1139712 Structural I TM •••• • • •••• ••• • •• • • • • • • • • • .. • • • ..•• • • •••• ••• • •. • • • •• • • • • • • • • • • • • 25 1/8" MAX. DLO VENT 49 3/4" MAX. DLO FIXED 251 /8" MAX. DLO VENT 251 /8" �-- MAX. DLO --s— FIXED 57 3/8' MAX. DLO ALL FIXED LITES 111" MAX. WIDTH scel 86 7/16" MAX. WIDTH DETAIL B - XOX (1/4- 1/2 -1/4) DETAIL C - XOX (1/3- 1/3 -1/3) 33 9/15" MAX. DLO FIXED /f 33 9/16" MAX DLO VENT 56" MAX. 63" DLO ALL MAX. VENTS HEIGHT ALL CONFIG. 0 NOTES: 1. SEE SHEET 5. FOR VERTICAL AND HORIZONTAL SECTION DETAILS. • • • • • •• • 4 C-+ 74" MAX. WIDTH DETAIL A- OXORXO Revsd By:: DaM, . Revsd By. Date. F.K. 10/17/06 Xevsd By. F.K Dnavn By F.K. Date' 5/13/06 naro 2/28/06 RaviaiOnS. NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 HeY7Sbnv: A Checked ar J.J. NO CHANGE THIS SHEET vac. 3/23/06 R.O. BOX 1529 NOKOMIS, FL 34274 1/i,ibly Becrer Ossmiptien ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SedcsAAcacr HR710 np hb. 4127-10 Robert L. Clark, P E. PF #39712 Structural ••. • • • ••• • • • • • • •• • • • • • •• • • • • •• • •••• • • ••• • ••• • ••••• • • • • • • • MAX. FIXED DLO MAX. WIDTH SECTION B -B (HORIZONTAL SECTION - XOX) MAX. VENT DLO EXTERIOR C)OPTIONAL INTERIOR MAX. F XED DLO MAX. VENT DLO • • • • • •• • 4100. -. MAX. WIDTH EXTERIOR • • • 6410• SECTION A-A (HORIZONTAL SECTION - OX) • • •• •• • • • • INTERIOR SEALANT OR GASKET AT HEAD AND SILL ' • • •• • Revsd 8y Dale: F.K. 10/17/06 RevsdBy: Dale: F.K. 5/13/06 Drawn Syr Date: F.K. 2/28/06 SECTION C -C (VERTICAL SECTION) RR00ons: 6 NO CHANGE THIS SHEET Revisions: A Checked 9y. J.J. NO CHANGE THIS SHEET Dale: 3/23/06 VIEW D -D (FRAME CORNER CONSTRUCTION) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Herter SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT serissYAoen: HR710 rswre Half Craft No. 4127 -10 Robert L. Clark, P.E. PE 431712 Structural ••• • • •••• ••• • • • OS • • • • •• • • • • •• • • 6.00 • • •••• 0S• • • • • • ITEM DWG# REV DES CRIPTION MAT' L PGT# 4102 A FLANGE FRAMEHEAD 6063 -T6 AL 612237 4025 SASH S"I OP (STD.) (ANTI LIFT CLIP) 6063 -T5 AI 612244 3 #8 X 314 PH. PAN HEA D 7834A A 4 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 6 4136 FLANGE, FRAME SILL 6063 -T6 AL 64136 7 4137 SILL ADAPTOR 6063 -T6 AL 64137 8 4131 ROLLER TRACK 6063 -T6 AL 64131 10 71298 12 1626 WEEP HOLE COVER POLYPROP. 71298 ADHESIVE OPEN CELL FOAM PAD 7PA D1626 13 4002 A FLANGE FRAME JAMB 6063 -T6 AL 612225 14 4134 GASKET FOR MA IN FRAME STT T , JOINT 74134W/K 15 1155 #8XI.000 QUAD PN.SMS 16 4110 G SCREEN ADAPTOR 7S 1 PQA 6063 -T5 AL 64110G 17 4054 B FIXED MEETINGRAIL 60631-ID -T6 AT 64054A 19 4066 W STP.,.187 X .230, FIN SEAL 64066G 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 22 1683 W STP.,.250 X 270 BACK, FIN SEAL 61683G 23 225 -1 ROLLER HOUSING & GUIDE 421I2HD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEETING RAIL 6063HS -T6 AL 64006 33 1235 W STP.,.170 X 270 BACK, FIN SEAL 67S16G 35 1096 SWEEP LATCH DIE-CA S'1' 71096 36 1016 #8 X .625 PH. FL SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 39 WSTP.,.250 X .270 BACK, FIN SEAL 61683G 7070 BULB WEATHERSTRIP .187 X .275 67070K 40 LIFT RAIL COVER CAP 74078 "C" L OR R 50 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 51 1224 VINYL GLAZING BEAD BULB (THICK) 6TP247W,K 52 1225 VINYL, GI AZINGBEAD BULB (THTN) 6TP248K 53 54 55 4039 B 4044 B 4222 A GAZING BEAD - 5/16" 6063 -T5 AL 64039 (LAZING BEAD - 5/16" W /GRILL KIT 6063 -T5 AL 644703 GLAZING BEAD - 7/16' 6063 -T5 AL 64227 56 985 C GLAZING BEAD - 7/16" W /GRIM, KIT 6063 -T5 AL 6985 59 4067 GLAZING BEAD - 13/16" 6063 -T5 AI, 64067 60 61 62 63 64 GLASS 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) " 15116" LAMI (1/8" A, .090 PVB, 1/8" HS) 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 7/16" LA MT (3/16" A, .090 PVB, 3/16" A 7/16" LAMII (3/16" A, .090 PVB, 3/16" HS) 65 7/16" LAM! (3/16" HS, .090 PVB, 3/16" HS) 66 If 67 13/16" LAMI IG- 118 "A, 3/8 "AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "A) 13/16" LAMI [G- 1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1 /8 "HS) ITEM DWG# REV DESCRIPTION MAT'L PGT# 6S CLASS, 13/16" I,AMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAM1(1 /8 "HS, .090 PVB, 118 "HS) 69 " 13/16" LAMI [G- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1/8 "A) 70 " 13/16" I.AMI 1G-3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "HS) 71 " 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5 /l6" I,AMI (1/8" HS, .090 PVB, 1/8 "HS) 72 13/16" LAMI IG- 1 /8 "A, 1/4" AIR SPACE, 7116" LAMI (3 /16 "A, .090 PVB, 3/16 "A) 73 " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3 /16 "HS) 74 " 13/16" LAMI IG- 1/8 "A, 1/4" ATR SPACE 7/16" LAMI (3/16" HS, .090 PVB, 3 /16 "HS) 75 " 13/16" LA MI 1G- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 76 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" IAMI (3/16 "A, .090 PVB, 3/16 "HS) 77 13/16" LAMI IG- 3 /16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16"11S, .090 PVB, 3/16" HS) 90 1014 SCREEN FRAME (HOR. & VER.) 3105 -H 14 AL 91 1630 SCREEN CORNER KEY W /RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE - .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE - .135 DIA. HARD EM PVC 96 SCREEN CLOTH Raved 8y: Dale: Revisions: Revd R• F.K. Revd 8y F.K. Date: 10/17/06 Rerb ons: NO CHANGE THIS SHEET bete: 5/13/06 A ADD SPACE DIMENSIONS ITEMS 66 THRU 77. brawn By: F.K. Dela: 2/28/06 Checked By J.J. eta: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 r.0. BOX 1529 NOKOMIS, FL 34274 PST Visibly /letter &woriPkon: PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sedentiodet HR71O NTS Sneer: 6 or 11 anorkg 4127 -10 • • • • • • • • • •••• • • may, •••• ,,. • • • I 0 •• •• Noo • • • • •• • Robert L. Clark, P.E. PE #.39712 Structural •••• • • •••• • ••• • • • • • •• • • • a • • • •• • • • • •• • • • • • • • • •••• • • •••• ••• • • •• •• FLANGE FRAME HEAD #4102A, 6063 -T6 .490 if �-4- 1,45'1• --►i SASH STOP #4025, 6063 -T5 1.983 f 1.349 -0--I SASH TOP & BOTTOM RAIL #4133, 6063 -T5 050 .678 1.096 --4-• --� GLAZING BEAD, 5116" #4044B, 6063-T5 (USED WI GRILL KIT) FLANGE FRAME SILL #4136, 6063 -T6 HORIZ. ROLLER TRACK #4131, 6063-T6 --*-{ 1.081 �-- SASH MTG. RAIL #4006D, 6063HS-T6 .062 0 FRAME SILL ADAPTER _J #4137, 6063 -T6 1.403 -� 062 17 FIXED MEETING RAIL #4054B, 6063HD -T6 2.. 1.1,87 [.050 1 .678 1.096 JV- ` i T- O GLAZING BEAD 7/16" #4222A, 6063 -T5 1.291 --J SASH SIDE RAIL #4126, 6063 -T5 1-.-1.513- -•-J .040 1 .738 1-..k-1.443-1^1 0 SASH STOP COVER #4053, 6063 -T5 T- 1.363 2.784 FLANGE FRAME JAMB #4002A, 6063-T6 •[.050 1 .678 1.096 H I� GLAZING BEAD, 5/16" #4039B, 6063 -T5 050 .678 1.115 ---- -- -� J GLAZING BEAD, 7116" #985C, 6063 -T5 (USED W/ GRILL KIT) .683 .050 fImo• - I- -1.097 GLAZING BEAD, 13/16" #4067, 6063 -T5 Revsd By: Revsd Bp: F.K. Raved UV: F.K. Drown By F.K. Date: Revlsnos. Ogre. 10/17/06 Date: 5/13/06 Date: 2/28106 Revisions: Revis ns: A Gheded By J.J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, R. 34275 P.O. BOX 1529 NOKOMIS, 1=L 34274 PST Visibly Better Description: EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT se esegeerx 1-18710 ire Half v,: 7 o' 11 Oravzro�No. 4127 -10 Rev: B • • • • • •• • • •••- • • •••• Robert L. Clark, P.E. PE #39712 Structural •••• • • •••• ••• • • • t• •• • • • • • • • • • • •• • • • • •• • • • • • • •••• • • •••• • • ••• • • • • • • • •••• • •••• • ••• • • • • • •- • • • • • • • • • • • • • • • • • • • • • • •••• • • •••• • • ••• • • • • • • • ANCHOR QUANTITIES, XOX (114.1/2 -1/4) WINDOWS TABLE 41 NOTES: GLASS TYPE A,B,C,G,H,I 1 D,E,F,J,K,L 1. ANCHOR TYPES: A 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5116" LAMI (1/$" A,.090, 118" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI- (1/8" HS,.090, 118" 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, 3116" HS) • G. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 318" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) H. 13/16" LAMI IG -118" OR 3/16" A, 5/16" OR 3/8" SPACE, 5116" LAMI - (1/8" A,.090. 1/8" HS) L 13/16" LAMI IG - 1/8" OR 3116" A, 5/16" OR 3/8" 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, 7116" LAMI - (3/16" A,.090, 3/16" A) K. 13116" LAMI IG - 118" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A.090, 3/16" HS) L. 13/16" LAMI IG - 1J8" OR 3/116" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090. 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING A DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE - 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221!2" MAX. O.C. TABLE KEY: X O X ANCHOR TYPE & SUBSTRATE 23, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE H HEAD & SILL g HEAD & SILL Q ' 2 d -' HEAD & SILL I' g HEAD & SILL <C 2 g : ' HEAD & SILL co g <( HEAD & SILL to g ¢ 53.125x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 � 1 +C2 +1 +C2 +11 -1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1 +C2+1 3 60.O0Ox 38.375 48.000 50.625 54.000 60.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1 2 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 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +1 3 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3E1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +1 3 74.000 x 38.376 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2+2 +C2 +1 2 1 +C2 +2 +C2 +1 2 A 1 +C3 +4 +C3 +1 3 PER • •• ••• •• • 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 -� ANCHOR QUANTITY JAMB f HEAD AND SILL ANCHOR QUANTITY. 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C? +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 1+C2+2+ 02+1 ' 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1+C2+2+ C2+1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+2 +C3 +1 3 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 106.375 x 38.375 48.000 50.625 54.000 60.000 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2+1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2+1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2+C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 -..-10-1-25 3/4" max. - -�-�t+ 3" MIN. • •••••• •••• • • • • CC Meads ' "" `- i l or19 : • '''*" "` • • • �Y '� `"'`� " r • 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 9 REF. -1- 11 i I I 1 I61 X II O 1 X ,i. . 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 3 2 1 +C3 +2 +C3 +1 1 +C2 +3 +C2 +1 3 1 +C3 +2 +C3 +1 2 1 +C2 +3 +C2 +1 3 2 1 +C2 +2 +C2 +1 1 +C2 +3 +C2 +1 3 2 1 +C3 +2 +C3 +1 1 +C2 +3 +C2 +1 3 2 _ .(L.._. _ . -____ __ "_. - "`--� 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 3 1 +C3 +3 +C3 +1 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3+C3+1 3 3 1 +C2 +3 +C2 +1 1 +C2 +3 +C2 +1 3 3 1 +C3 +4 +C3 +1 1 +C3 +4 +C3+1 3 3 MTG. RAIL, TYP. & 1 +C2 +3 +C2 +1 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +03+3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C;2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 3 (SHOWN IN TABLE KEY ABOVE) 1 +C3 +3 +C3 +1 3 1 +C2 +2 +02 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 3 63.000 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4+1 3 1 +C4 +3 +C4 +1 3 1 +C3 +3 +C3 +1 3 1 +C4 +4 +C4 +1 3 -1 I 25 3/4° MAX. 111.000x 38.375 1 +C2 +3 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C:2 +3 +C2 +1 2 1 +C2 +4 +C2 +1 2 h-1 ' ---3 1/2 " M"TYIN P. k 48.000 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +03+4 +C3 +1 3 1 1 L, fa '�jf► 0 li 11 obert L. Clark, P.E. PE #39712 Structural - 1- 9" REF. X 1 1 1 111 I O X I 50.625 1 +C2 +3 +C2 +1 3 1 +C2 +2 +� +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C:2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 54.000 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2+1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 3~` -- l.._ -- -_ -' .. 60.000 1 +C3 +3 +C3 +1 3 .1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 3 MTG. RAIL, TYP. A EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 63.000 1 +C3 +3+C3 +1 3 I 1+C2+2+C2+1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +04 +1 3 1 +C3 +3 +C3 +1 3 1 +C5 +4 +C5 +1 3 - Rav"d By Data- Re vis/on : 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1522 NOKOMIS, FL 34274 [Analytic*: ANCHORAGE SPACING, XOX (1/4-1/2-1/4) Xevsd By. F.K. at 10/17/06 Roy/storm : B REVISE ANCHORAGE FORMAT, NEAR & SILL. CLUSTERS rear ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Raysd By F.K. Data: 5/13/06 Revisal • A ADD SPACE DIMENSIONS GLASS TYPES G TI-IRU L. Visibly Better SedesiModet. HR710 So f ' Sive: Drsedrq, l . 4127 -10 Rev B Brawn By: F.K. Date: Checked 2128/06 . ay. J.J. Data: 3/23/06 NTS 8 of 11 • •••• • •••• • ••• • • • • • •- • • • • • • • • • • • • • • • • • • • • • • •••• • • •••• • • ••• • • • • • • • ANCHOR QUANTITIES, XOX (1/3- 113 -113) WINDOWS TABLE 5 GLASS TYPES ANCHOR TYPES & SUBSTRATE A,B,G,H C,D,E,F,I,J,K, L 2,3, WOOD 2, CO NC 1, CONC 2.3. WOOD 2, CONC 1 1, CONC ZONES ZONES ZONES ZONES ZONES 1 ZONES WINDOW SIZE W V H HEAD & SILL HEAD & SILL HEAD & SILL 2 rn HEAD & SILL g I co HEAD & SILL t¢ HEAD & SILL Dn m Q 48.000 x 38.375 46.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1+C2+1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 211 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1+C2 +1 +02 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+ 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 311 +C2 +1 +02 +1 3 3 1 +02+1 +C2 +1 3 1+02+1+02+1 311 +C2 +1 +02 +1 3 1 +C2 +1 +C2+1 3 1+02 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +02 +1 +02 +1 3 1+C2+ 1+C2+1 311 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1+C2 +1 2 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 31+C2 +1+C2 +1 3, 3 1 +C2 +1 +C2 +1 3 2 +C2 +1 +C2 +1 2 1 +02 +1+C2+ 211 +C2 +1 +02 +1 2 3 1 +02 +1 +02 +1 3 1 +C2 +1+C2 +1 311 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2+1 3 1+C2+1+ C2+1 3 1 +02+1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 311 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 311 +C3 +1 +C3+1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3I1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 211 +C2 +1 +C2+1 2 1 +02 +1 +02 +1 211 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 311 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3I1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 311 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3I1 +C2 +1 +C2 +1 3 1+C2 1+C2+1 3 1+C2+1 +02+1 311 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 311 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02 +1 311 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 311 +C3 +1 +03 +1 3 1 +C2 +1 +C2 +1 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1+02 +1 3 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 311 +C3 +1 +C3 +1 3 1 +C2 +1+C2 +1 311 +C3 +1 +C3 +1 211 +C2 +1 +C2 +1 2 1 +C2 +i +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 311 +02 +1 +02 +1 3 1+02+1+02+1 3 2 1 +C2 +1 +5272 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 311 +02 +1 +C2 +1 3 1+C2+1 C2+1 311 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 +C2 +1 +02 +1 3 1 +C2 +1+52+1 311 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 311 +03 +1 +C3 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 311 +C3 +1 +C3 +1 3 1 +02 +1 +C2+ 311 +C3 +1+53 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2+1 3 1 +03 +1 +03 +1 311 +C3 +1 +C3+1 3 1 +C2 +1 +C2 +1 311 +C3 +1 +C3 +1 3 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +02 +1 +C2 +1 2 1 +C2 +1 +C2 +1 211+52 +1 +C2 +1 2 1 +02 +1 +02 +1 211 +C2 +1 +02 +1 2 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02+1 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3I1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 311 +C3 +1 +03 +1 3 1+C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1+C2+1 +C2+1 3 1 +C2 +1 +02 +1 311 +53+1 +03 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C3 +1 +53+1 3 1 +03 +1 +C3 +1 3 1 +C2 +1 +C2 +1 311 +C3 +1 +C3 +1 3 3 1 +C3 +1 +C3+1 3 1 +03 +1 +03+1 3 1 +02 +1 +02 +1 3I1 +C3 +1 +C3 +1 3 84.000 x 38.375 1 +C2 +1 +C2+1 2 1 +02 +1 +02 +1 48.000 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 50.625 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 60.000 1 +02 +1 +52+1 3 1 +C2 +1 +C2 +1 63.000 1 +C3 +1 +C3 +1' 3 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +C2+1 +C2 +1 211+02 +1 +02 +1 2 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +52+1 +C2 +1 311 +C3 +1 +C3+1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 311 +C3 +1 +C3 +1 3 3 1 +C3 +1 +53+1 3 1 +C3 +1 +C3 +1 3 1 +02 +1 +02 +1 311 +C3 +1 +C3 +1 3 3 1 +03 +1 +03+ 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +03 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1+03+1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +04 +1 +C4 +1 86.437 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 1 +02 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +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 +02 +1 +02 +1 3 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1 3 1+52 +1+52+1 3 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 3 1+52+1 +C2 +1 3 1 +03 +1 +03 +1 3 1 +C3+1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C3 +1 +03 +1 3 3 2 3 3 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 3 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3+1 +03 +1 3 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 3 3 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090. 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (118" HS,.090, 1/8" HS) D. 7116" LAMI - (3/16" A,.090, 3116" A) E. 7/16" LAW - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3116" HS,.090, 3/16" HS) G. 13/16" LAM! IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8' SPACE, 5/16" LAMI I. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - J. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7116" LAMI - K. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI L. 13116" LAMI IG -1 /8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (1/8 "A,.090, 118 "A) - (118" A,.090, 1/8" HS) (1/8" HS,.090, 1/8" HS) (3116" A,.090, 3/16" A) - (3/16" A,.090, 3/16" HS) - (3116" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING A DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: J X 0 X 1 +C3 +1 +03 +1 3 9" REF. I ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 25 3/4" MAX. -,--11-1-3" MIN. X MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) • 25 3/4" MAX. �. 1 1/2" TYP. ipt Ur -r I -0--3" MIN. t MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Revsd ay: Date: Revs(' ay: D.. te' F.K. 10/17/06 Revsd By Date: F.K. 5/13/06 Drawn By hate. F.K. 2/28/06 Revisions 8 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Revsions. A Checked By: J.J. ADD SPACE DIMENSIONS GLASS TYPES G THRU L. ca[. 3/23/06 1079 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMtS, FL 34274 1.3d1r. Visibly Betrer Descioran: ANCHORAGE SPACING, XOX (1/3- 1/3 -1/3) Titter ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sedest&todnt Sure' •heet i7r"s,L,g Nn. Rap: HR710 NTS 9 a 11 4127 -10 B • • • • • •• • • •••• • • •••• Approved es 8 wNA' • • oo so nabeFlorkla �IfL' coos• •• • • • • lei Robert i Clark, P E PE !39712 Structural • • •••• ••• • • • •• • • • • •• • • • • •• • • •••• • • •.•• ••• • • • •• •••• • • •••• • ••• • • • • • •• • • • • • •• • • • • •• • • •••• • • •••• ••• • •• • • • •• • • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: Q 1 -1/4" ELCO TAPCONS 2 - 1/4' ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5I16" LAMI - (1/8" A,.090, 1/8" A) B.5 /16 " LAM! - (1/8 "A,.090,1 /8"HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) E. 7/16" LAMI - (3/16" A,.09, 3/16" A) E- 7116" LAMI - {3116" A,.0900, 3/16" HS} F. 7116" LAMI - (3/16" HS,.090. 3/16" HS) G. 13116" LAMI IG - 1/8" OR 3/16` A, 5/16" OR 3/8" SPACE, 5/16" LAM! - (1/8" A,.090, 118" A) H. 13/16" LAMI IG - 1/8" OR 3116" A, 5116" OR 3/8" SPACE, 5116" LAMI - (118" A,A90, 1/8" HS) I. 13/16" LAMI IG - 1/8" OR 3/16" A, 5116" OR 3/8" SPACE, 5/16" LAMI - (118" HS,.090, 1/8" HS) J. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1I4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) K. 13116" LAMI IG - 1/8" OR 3/16" A, 3/16° OR 1/4" SPACE, 7116" LAMI - (3/16" A,.090, 3/16" HS) L. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING & DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: 0 X GLASS TYPE> ANCHOR TYPE> & SUBSTRATE A,B,G,H 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 WINDOW SIZE yy v H HEAD & SILL JAMBS 0� w Cn z 0 [JAMBS Q Li _ 06 JAMBS Q J w tn z 03 JAMBS 0 J w cn z .S JAMBS - Q --I Lu CO z co JAMBS I 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 1 +C2 +.1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 : 1 +C2 +1 1 +02 +1 3 1 +C2 +1 3 1+C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 14-C2 +1 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1+C2 +1 3 1 +C3 +1 3 : 1 +C2 +1 1 +C2 +1 3 1 +C3 +1 3 4$.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +G2 +1 2 1 +C2 +1 1 +C2 +1 2 1 +C2 +1 2 1402 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 1 +02+1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2+1 3 1+C24-1 3 1+C3+1 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +G2 +1 3 1 +C3 +1 1 +C2 +1 3 1 +CZ +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 1 +G3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1+C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 • •'• • • • • & 2 +C3 +2 13 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 -- ANCHOR f HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 63.000 1 +C3 +1 1 +C2 +1 3 2 1 +G3 +1 1 +C2 +1 3 2 1 +C3 +1 2 +C2 +2 3 2 1 +C3 +1 1 +C2 +1 3 2 1 +C3 +1 1 +C2 +1 3 2 1 +C3 +1 2 +C2 +2 3 2 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2+-1 3 2 +C3 +2 3 18 3/4" MAX. -. I I -.--3" MIN. • • • "'• 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 9" REF. - -- e- e 1 X e 1 � 0 �- 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 J I \'w��`-- 66.000 x 38.375 48.000 50.625 2 +C2 +2 2 1 +C2 +1 2 2 +C2 +2 2 2 +C2 +2 2 1 +C2 +1 2 2 +C2 +2 2 ,s,ff rovima. D o +u►pe rag*" '•• = t i f •• 2 +C2 +2 3 1 +C2 +1 3 2 +C3 +2 3 2 +02 +2 3 1 +C2 +1 3 2+C3+2 3 MTG. RAIL - EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS 2 +C3 +2 3 1 +C2 +1 3 2 +C3 +2 3 2 +G3 +2 3 1 +C2 +1 3 2+C3+2 3 >. . •-. • • • . • _1;.:. ,; ..° �• / •' • •• • 54.000 2 +C3 +2 3 1 +C2 +1 3 2 +C3 +2 3 2 +C3 +2 3 1 +02 +1 3 2 +C3 +2 3 (SHOWN IN TABLE KEY ABOVE) 60.000 2 +03 +2 3 1 +C3 +1 3 2 +C4 +2 3 2 +C3 +2 3 1 +03 +1 3 2 +04 +2 3 63.000 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 2 +C3 +2 3 1 +C3 +1 3 2 +04 +2 3 4 18 3/4" MAX. 1 3" M 112" TYIN. P. iI -•- 74.000 x 38.375 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 48.000 2+03 +2 3 2 +02 +2 3 2 +C3 +2 3 2+03 +2 3 2+02+2 3 2 +C3 +2 3 ei t,.'f °-C' •bert L. Clark, P.E. PE #39712 Structural 9" REF. a 1 1 O 50.625 2 +C3 +2 3 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C2 +2 3 2 +C3 +2 3 54.000 2 +03 +2 3 2+C3+2 3 2 +C3 +2 3 2 +03 +2 3 2 +C3+2 3 2 +C3 +2 3 60.000 2 +03 +2 3 1 +C3 +1 3 2 +C4 +2 3 2 +03 +2 3 2 +C3 +2 3 2 +04 +2 3 MTG. RAIL A EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS 63.000 2 +C3 +2 3 1 +03 +1 3 2 +04 +2 3 2 +C4 +2 4 2 +0342 3 2 +C4 +2 3 Revsd 9r' Dale: Revisions. 1070 rEcHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 - nam^.+Nh": ANCHORAGE SPACING, OX AND XO WINDOWS Raysde • F.K. Rate.. 10/17/06 Reviews. 6 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ras ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Revsdar: F.K. Data 5/13/06 Revisions: A ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. Visibly Better arraa,.roJet HR710 "' NTS 10 ' 11 ° �a "`"" NO 4127-10 RB" B Drawn 8y F.K. Date: 2/28/06 c+', Rr- J.J. Date: 3/23/06 •••• • • •••• • ••• • • • • • •• • • • • • •• • • • • •• • • •••• • • •••• ••• • •• • • • •• • • A\ 3KSI CONC, lx WOOD BUCK (SEE NOTE 3) 3KSI CONC. CONCRETE ANCHOR W/ #12 HEAD (SEE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) DETAIL A 1/4" MAX. SHIM 2x WOOD BUCK (SEE NOTE 3) A WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS, 8 -10) 1 3/8 MIN. TYPICAL HEAD SECTIONS EXTERIOR INTERIOR ```���� (HEAD & SILL DETAILS) A CONCRETE ANCHOR W/ #12 HEAD (SEE OTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) .. '4.. • i 3 /8 { MIN. A .d a DETAIL C 1/4" SHIM tMAX. 2x WOOD BUCK (SEE NOTE 3) DETAIL B 1/4" MAX. SHIM NOTES: a2. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 114" 3S4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 ". FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO 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 RESPECTIVEaDESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004, SECTION 2003.8.4 (SUPPLEMENT 2005). 1/4" MAX. SHIM -H WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) A WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) TYPICAL SILL SECTIONS DETAIL D 1/4" SHIM tMAX. 1 318" MIN. DETAIL E 114" MAX. SHIM —•- -• - A CONCRETE ANCHOR W/ #12 HEAD (SEE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 1 3 /8" MIN.IA 2x WOOD BUCK (SEE NOTE 3) INTERIOR (BOTH JAMB DETAILS) EXTERIOR A 1 1/4" MIN. (1.5KSI CMU) OR : 1 3/8" MIN. (3KSI CONCRETE) DETAIL F TYPICAL JAMB SECTIONS lx WOOD BUCK (SEE NOTE 3) Revstlly.' nets: Revisions: Revsd By r) to• F.K. 10/17/06 Revsd By: Date: F.K. 5113/06 Drawn 87: Date: F.K. 2/28/06 Revisions: 8 Revisions A REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES ADD NOTE 5. (Vomited By J.J. Date: 3/23/06 1070 TE:HNOLOGY DRIVE NOKOMIS, FL 34275 P.t3 BOX 1529 NOKOMIS, FL 34274 i24` GT Visibly Better Cosonp ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Seale: Half Shaer 11 of 11 Ore'ael8 Ne. 4127 -10 Rev. B • • • • • •• • • /4/ / Robert L. Clark, P.E. PE #139712 Structural ••0• • • •••• ••• • • • •• • • • • •• • • • • •• • • •••• • • • • • • ••• • • • •• GENERAL NOTES: IMPACT SLIDING GLASS DOOR 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 7116" 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 FTL -4159 AND FTL -4161. B. 7116" 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, 7/16" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE. THE 7/16" LAMI COMPONENT IS ITEM 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 7116" LAMI COMPONENT IS ITEM D ABOVE. TEST REPORT FTL -4162. G. 9/16" LAMI CONSISTING OF (2) LITES OF 1/4" HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORT FR. -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. SHUTTERS ARE NOT REQUIRED. 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. A. 7. REFERENCE TEST REPORTS: FTL -4159, FTL - 4161, FTL -4162, FTL -4163, FTL -4171, t=rL -4454 AND FTL - 4524. 8. SERIES/MODEL DESIGNATION SGD730, 2 -TRACK VERSION ALSO PREVIOUSLY REFERRED TO AS SGD70. Rawl Ragas: Revsd ey. F.K. Date: 4/5/05 Revts1o, s: D REVISION ADDS ALT. TRACKOPT7ONS. REVISE NOTES 2, 4, 6, 7 8 8. RevedBy. F.K. Date: 10/7/04 brown 8y. F.K. Dale: 6118/04 Revgloae: C ADD GLASS TYPE G, 9/16' LAM1 checked By� fJahr 1070 TECHNOLOGY DRIVE NOKOMIS Ft. 34275 P.O. LOX 1529 NOKOMIS, FL 34274 OET D GENERAL NOTES AND MAP naix ALUM. SLIDING GLASS DOOR, IMPACT I''sib& Better &lien/Wadg 800730 Scale: NTS $Imes' 1 or17 Ora W&g M0. 4406 -1 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES3 ELEVATIONS 4 CONFIGURATIONS 5 VERT. SECTIONS 6-8 HORIZ. SECTIONS 9 -10 PARTS LIST 11 EXTRUSIONS 12 -13 ANCHORAGE 14 -17 • • • • • • • • •• • •••• • • •••• ••• • Luc.:.s A. Tumor. P.E. PE #58201 Mechanical • • • • • • • • • •• • • • 7/16" NOM. 3/16" ANNEALED (OPT. A) OR HEAT STRENGTHENED GLASS (OPT. B) EXTERIOR INTERIOR (ALL SECTIONS) .090 SENTRYGLAS PLUS INTERLAYER 3/16" HEAT STRENGTHENED GLASS .591 NOM. GLASS BITE <44 or 45) 7/16" LAMI GLASS (SGP) GLAZING OPTIONS A & B 7/16" NOM. 3/16" ANNEALED (OPT. C) OR HEAT STRENGTHENED GLASS (OPT. D) L� AIR SPACE 1 1/16" NOM. 3/16" ANNEALED (OPT. E) OR HEAT STRENGTHENED GLASS (OPT. F) .090 PVB INTERLAYER (SEE NOTE) 3/16" HEAT STRENGTHENED GLASS 3/16" TEMPERED GLASS —+— .591 NOM. GLASS BITE NOTE: PVB INTERLAYER IS DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. .090" PVB INTERLAYER (SEE NOTE) 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 44 or 45) 7116" LAMI GLASS (PVB) GLAZING OPTIONS C & D .090 SENTRYGLAS PLUS INTERLAYER .591 NOM. GLASS BITE 44 or 45 9/16" LAMI GLASS (SGP) GLAZING OPTION G lions a'By: R Raraday. Darn: F.K. 4/5/05 Ro•dfir Data: F.K. 10/7/07 Drawn By. Dena: F.K. 6/18/04 Revisons: D REMOVE LAM! LG. AIR SPACE DIM. Rovkfons• C ADD 9/16" LAMI Checked By Dato: 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1528 NCKOMIS. FL 34274 SGT Vi=sibly Berner DasolOon: GLAZING DETAILS Taw ALUM. SLIDING GLASS DOOR, IMPACT s SGD730 FULL Shaer: 2 or 17 DMwhaNa 4406 -1 Ray: J REVNIES as osimwria atie now •••• • • • • •••• • • • •• • ••• • •• •• • •••• • • •••• • • •• •• • • • • • • • • •• • • • • • •• • • • • •• • • •••• • • •••• ••• • •• •• Luoaa A. Turner, P.E, PE 658201 Mechanical EXTENDED SILL (3 1/2"), MAX. 96" (8 °) HIGH DOOR. ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 60" (5 °) GLASS TYPEA. 7/16" LAMI (3/16" ANN.,.090 SGP, 3/16" HS) TABLE 1. FTL -4159 Nom. Panel Width Door Height 72" (6° 30" (28) +70.0 -70.0 80" (68) +70.0 84n (70) 90" (76) -70.0 +70.0 -70,0 +70,0 -70.0 96" (8°) -70.0 +70.0 36" (3°) +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +66.8 -66.6 +64.8 -84.8 42" (36) +62.6 -62.6 +56.7 -56.7 +53.9 -53.9 +50.7 -50.7 +48.2 -48.2 48" (40) +53.2 -53.2 +47.2 -47.2 +44.4 -44.4 +42.3 -42.3 +40.6 -40.6 54" (46) +46.2 -46.2 +41.3 -41.3 +39.4 -39.4 +37.1 -37.1 +34.6 -34.6 60" (5 °) +41.7 -41.7 +37.6 -37.6 +35.8 -35.8 +33.1 -33.1. +30.9 -30.9 EXTENDED SILL (3 1/2 "), MAX. 96" (8 °) HIGH DOOR. ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 60" (S °) GLASS TYPE B. 7/16" LAMI (3/16" HS,.090 SGP, 3/15" HS) TABLE 2. FTL -4163 Nom. Panel Width Door Height 72" (6°) 8o" (68) 48" (4 °) +70.0 -70.0 +70.0 -70.0 84" (7°) +70.0 90" (7 98" (8) -70.0 +70.0 -70.0 +70.0 -70.0 54" (46) +70.0 -70.0 +70.0 -70.0 +70.0 60" (56) +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 -70.0 +70.0 -70.0 +69.1 -69.1 +66.2 -66.2 +61.8 -61.8 EXTENDED SILL (3 1/2"), MAX. 96" (8 °) HIGH DOOR. ALL SIZES AND CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 60" (5 °) GLASS TYPE G. 9/16" LAMI (1/4" HS,.090 SGP, 114" HS) FTL -4163) +70.0 -70.0 ABLE 2A. EXTENDED SILL (3 1/2"), MAX. 96" (8 °) HIGH DOOR. ABLE 5. ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 45" (4 °) GLASS TYPE C. 7/16" LAMI (3/16" ANN.,.090 PVB, 3/16" HS) FTL -4171 GLASS TYPE E 1 1/16" LAMI I.G W/ 7/16" LAMI TYPE C. FTL -4162 (3/16" TEMP., 7/16" AIR SPACE, 3/16" ANN.,.090 PVB, 3/16" HS) tlom. Door Height Panel 72" (6°) 80" (66) 84" (7°) 90 =(78) 96" (5°) Width 30" (26) +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 36" (3 °) +76.6 -76.6 +72.7 -72.7 +70.6 -70.6 +66.8 -66.8 +64.8 -64.8 42" (38) +62.8 -62.6 +56.7 -56.7 +53.9 -53.9 +501 -50.7 +48.2 -48.2 48" (4 °) +53.2 - 53.2 +47.2 -47.2 +44.4 -44.4 +42.3 -42.3 +40.6 -40.6 EXTENDED SILL (3 1/2"), MAX. 96" (8 °) HIGH DOOR. TABLE 6. ALL SIZES AND CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4°) GLASS TYPE D. 7/16" LAMI (3/16" HS,.090 PVB, 3/16" HS) FTL -4171 +60.0 GLASS TYPE F. 1 1/16" LAMI I.G W/ 7/16" LAMI TYPE D. FTL -4162 +80.0 (3/16" TEMP., 7/18" AIR SPACE, 3/16" HS,.090 PVB, 3/16" HS) -80.0 -80.0 EXTENDED SILL (3 1/2 "), 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 (3/16" HS,.090 SGP, 3/16" HS) FTL -4161 +60.0 1 -60.0 EXTENDED SILL (3 112'), MAX. 120" (10 °) HIGH DOOR. ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4 °) GLASS TYPE A. 7/16" LAM (3/16" ANN.,.090 SGP, 3/16" HS) TABLE 3. FTL -4161 Nom. Panel Width Door Height 72" (6°) 80" (68) 844" (7 0) 90 "(7) 96" (8°) 102" (86) 108' (9 °) 114' (96) 120" (10°) 30" (28) +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 36" (3°) +60.0 -60.0 +60.0 -60,0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.9 -58.9 +58.2 -58.2 42" (38) +60.0 -60.0 +56.7 -56.7 +53.9 -53.9 +50.7 -50.7 +48.2 -48.2 +.4.6.3 -46.3 +44.6 -44.6 +43.4 -43.4 +42.1 -42.1 48" (4°) +53.2 -532 +47.2 -47.2 +44.4 -44.4 +42.3 -42.3 +40.6 -40.6 -38.3 -38.3 +36.0 -36.0 +34.4 -34.4 +33.1 -33.1 NOTES: 1. POSITIVE DESIGN PRESSURE IS LIMITED TO +40.0 PSF FOR ALL SIZES AND CONFIGURATIONS NOT EQUIPPED WITH 3 1/2" 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 6). REINFORCEMENTS ARE REQUIRED IN DOOR PANELS WITH GLASS TYPES A, B AND G (TABLES 1, 2, 2A, 3 AND 4). Date: Revisions: Rod By F.K. Data: 415/05 Revisions: D REVISE NOTE 1 Raysd 8y F.K. 10/7/04 Revisions. C ADD TABLE 2A, 9/16" LAMI Drawn 6y F.K Data: 6/18/04 Chocked By: Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Dos DESIGN PRESSURES rata.• ALUM. SLIDING GLASS DOOR, IMPACT senes+7,tedet SGD730 FULL Sheet 3 e 17 Ormang No. 4406 -1 I 'AD • • • • • •. • • • •••• •••• •••• • • .... • • • • • • • • • • • • •• • ••• • •• • • • • •• • • • • •• • • • •••• • • •••. ••• • • • •• •Lutes:. A. Turner, F.E. PE ri582201 Mechanical CONFIGURATION OVERALL WIDTH IN INCHES MAX. NOM. PANEL WIDTH > 48" 60" MAX. HEIGHT> 120" 96" 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 96 13/16 12013/16 3 pXXp 2 2 101 1/8 125 1/8 4 XX BY-PASS 2 2 9613/16 12013/16 5 pXX ar XXp 2 2 96 1/4 120 1/4 6 XOX BY -PASS 3 2 144 180 7 000 3 2 144 180 8 OXO BY-PASS 3 2 149 3/8 185 318 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 X00 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 pXXX or XXXp 3 3 143 7/16 179 7116 15 OXX or XXO BY-PASS 3 2 149 3/8 185 3/8 18 0000 4 2 196 9/16 244 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 2 196 244 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 26 pXXXX or XXXXp 4 4 190 5/8 238 5/8 27 XXXXX BY -PASS 5 3 243 3/4 303 3/4 28 pip 8 3 28913/16 36113/18 29 XXXXXX BY-PASS 6 3 29015/16 36215/16 30 pXXXXXXXXp 8 4 384 3/16 480 3/16 31 XXXXXXXX 8 4 385 1/4 481 1/4 TABLE 8. (LOWER CASE D REPRESENTS POCKET INSTEAD OF JAMB) NOTES: 1. FOR VERTICAL SECTION DETAILS SEE SHEETS 6, 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. 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 FOR OVERALL WIDTHS OF APPROVED CONFIGURATIONS. 5. VERTICAL DAYLIGHT OPENING FOR 10 FT. HIGH (120 ") DOORS IS 112 3/4" MAX. AND FOR 8 FT. HIGH (98 ") DOORS IS 88 3/4" MAX. (DOOR HEIGHT - 71/4 "). 6. HORIZONTAL DAYLIGHT OPENING FOR 5 FT. (60 ") WIDE 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. HU L� FIXED PANEL CLIP (ITEM 18) LOCATIONS, TYP. ON ALL FIXED PANEL SIDE RAILS 12" I 1 12" MAX. WIDTH 4J (TABLE 8) XO OR OX POCKET ID ,' MAX. WIDTH (TABLE 8) pXORXp POCKET MAX. WIDTH -.- (TABLE 8) XXp OR pXX 39 1/4" TYP. GU A OXO - DLO, SEE NOTE 'OCKET `jG Fr i / T IH C � / HT T DLO, SEE NOTE I A AZ I MAX. SE 5 NOT :ly - -ii-- MAX. WIDTH (TABLE 8) SEE NOTE 1r§i OXO MAX. WIDTH (TABLE 8) pXXXO OR OXXXp Revsd By Revisions: Revsd By: F.K 4/5/05 D REDRAW TO COMBINE4 FT& 5 F SHEETS. REVISE NOTES AS REQUIRED. Rovsd 8y. F.K Date: 10/7/04 Rev78k lS: C NO CHANGE THIS SHEET Drown By: F.K. Oafs: 5/18/04 Checked By. Dabs: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PGT Visibly Better Deea$s7on: EXAMPLE ELEVATIONS & CONFIGURATION DIMENSIONS raio: ALUM. SLIDING GLASS DOOR, IMPACT 3wkvAUods& SGD73O NTS Shoot 4 «' 17 aro- 4406 1 6 HT. EE E 4 PRODUCT R V$� - • ••• • • • • • • • •• • • ••. • • • •• • • • •••• ▪ I. • • • •••• • •• • • • • • • •• •• •• • • •• • • • • • • •••• • • ▪ •••• • • • • • • •• • ••• • • • •• 7M-2,,e 5- Lucas A. Turner, N.E. PE #58201 Mechanical 'OCKET 6 C :ly - MAX. WIDTH (TABLE 8) pXXXO OR OXXXp Revsd By Revisions: Revsd By: F.K 4/5/05 D REDRAW TO COMBINE4 FT& 5 F SHEETS. REVISE NOTES AS REQUIRED. Rovsd 8y. F.K Date: 10/7/04 Rev78k lS: C NO CHANGE THIS SHEET Drown By: F.K. Oafs: 5/18/04 Checked By. Dabs: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PGT Visibly Better Deea$s7on: EXAMPLE ELEVATIONS & CONFIGURATION DIMENSIONS raio: ALUM. SLIDING GLASS DOOR, IMPACT 3wkvAUods& SGD73O NTS Shoot 4 «' 17 aro- 4406 1 6 HT. EE E 4 PRODUCT R V$� - • ••• • • • • • • • •• • • ••. • • • •• • • • •••• ▪ I. • • • •••• • •• • • • • • • •• •• •• • • •• • • • • • • •••• • • ▪ •••• • • • • • • •• • ••• • • • •• 7M-2,,e 5- Lucas A. Turner, N.E. PE #58201 Mechanical 4 XE © pXX, 1 PANEL 2 TRACK SINGLE POCKET 2 PANEL 2 TRACK SINGLE POCKET OX 2 PANEL 2 TRACK BY -PASS co =''d E1 4 xOX 3 PANEL 2 TRACK BY -PASS 6 2 PANEL 2 TRACK DOUBLE POCKET 000 XX 4 2 PANEL 2 TRACK BY -PASS 3 PANEL 3 TRACK BY -PASS 8 OXX 3 PANEL 3"nZK BY -PASS [514kE9 XXX 3 PANEL 3 TRACK BY -PASS b 8_a8 liE per, 3 PANEL 3 TRACK SINGLE POCKET 3 PANEL 2 TRACK BY -PASS Fi 3 PANEL 2 TRACK FIXED a oxo 8 3 PANEL 2 TRACK BY-PASS 9 pXXO 3 PANEL 2 TRACK SINGLE POCKET a 8 8 8 000X 4 PANEL 4 TRACK BY -PASS m � a OXX 10 3 PANEL 2 TRACK BY -PASS 0000 4 PANEL 2 TRACK FIXED OXXO 4 PANEL 2 TRACK BY -PASS 4 PANEL 4 TRACK BY -PASS 4 PANEL 4 TRACK BY -PASS a OXxxp 18 4 PANEL 2 TRACK BY -PASS / SINGLE POCKET pXXXX 19 4 PANEL 2 TRACK SINGLE POCKET! BY -PASS 20 4 PANEL 2 TRACK BY -PASS <1:1=H: pXXXXp 4 PANEL 2 TRACK DOUBLE POCKET XXXXX 5 PANEL 3 TRACK BY -PASS 4 G5 r=› =a< 25 4 PANEL 4 TRACK BY -PASS pxxXX 26 4 PANEL 4 TRACK SINGLE POCKET pXXXXXXp 6 PANEL 3 TRACK DOUBLE POCKET 28 29 6 PANEL 3 TRACK BY -PASS b pXX%aXXXXp , 8 PANEL 4 TRACK DOUBLE POCKET xxxXXXxX 8 PANEL 4 TRACK E'-` -PASS OVERALL WIDTH, SEE TABLE 8, SHT. 4 Revsd 8y: Date: ReNeluns: Roved Sy: F.K Raved By; F.K Damn 8y: F.K. Date: 415/05 Data 10/7/04 bete: 8/18/04 Revkbns: D REDRAW AND ADD 3 AND 4 TRACK CONFIGURATION OPTIONS Revisions: C Cherheday: NO CHANGE THIS SHEET Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 EIG'T Visibly Better Desonpdat EXAMPLE CONFIGURATION DIAGRAMS ALUM. SLIDING GLASS DOOR, IMPACT seer SGD730 seele: NTS Sher 5 of 17 teasing 4406 --1 • INTERIOR (ALL CONFIGURATIONS) • EXTERIOR •••• • • • •••• • • • •• • ••• • • • •• • • •••• • • • • •••• • •• • • • • • • •• •• •• • • • • • • • •••• • • • • •••• • • • •• • ••• • • • Lucas A. Turner. P.E. PE #58201 Mechank:al • •• • • • • • • •• • • • m MI 0 0 • m 3.500" TYP. VERTICAL SECTION SHOWING ONE ACTIVE PANEL ANC ONE FIXED PANEL O ASTRAGAL SIDE RAIL OPTIONAL, AVAILABLE ALL ORIGINAL 2 -TRACK CONFIGURATIONS aEXTERIOR INTERIOR (ALL SECTIONS) 0 O 2.438" et fhawhg TYP. VERTICAL SECTION SHOWING TWO ACTIVE PANELS ASTRAGAL SIDE RAIL Ravac Sy: Dale: &WW2= Raved Sy :: Date: F.K. 4/5105 Rerad By: Dale: F.X. 10/7104 Patricians: D ADD STANDARD AND OPTIONAL SILL RISER HEIGHT DIM. flW$ sons: C NO CHANGE THIS SHEET Drawn Ey: F.K. Data: 6/18/04 Che Mday: Dale: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94275 P.O. BOX 1522 NOKOMIS, FL 34274 11:24-1r Visibly Better De Boo: VERTICAL SECTIONS, ORIGINAL 2 TRACK ALUM. SLIDING GLASS DOOR, IMPACT seaaasrocat SGD730 Seale: 1/2 No 6 of 17 4406 -1 Rey. -r p *j1* 'Maria J.,- .05 I �" �rIXl�7rt� ills • • • i i••• • • • •• • • ••• • • • •• • •••• • • • • •••• • • • •• •• •• • • • • •• • • • • • • • •••• • • • • • •• • • • •••• ••• • • • •• `v A2 Lum5 A. TumR., P.E. PE ;1582:1 MechanIcal • • NOTE: ITEM 61 OR 62, SILL RISERS ARE AVAILABLE ALL CONFIGURATIONS. ASTRAGAL ASTRAGAL SIDE RAIL SIDE RAIL P1 D 4Jcr 1 EVIEED as OtoPtrillt Pk*, 3.500" SEE NOTE <EI EXTERIOR INTERIOR C TYP. VERTICAL SECTION SHOWING ONE (ALL SECTIONS) TYP. VERTICAL SECTION SHOWING ACTIVE PANEL AND ONE FIXED r'ANEL W/ SCREEN TWO ACTIVE PANELS W/ SCREEN 2.713" SEE NOTE Revsd By. Date: ReHetane: Rand By: F.K. Raved By Drawn By F.K. Dee: 4/5/05 Revisions; D NEW SHEET ADDED FOR NEW 2 TRACK FRAME Dale: ReWtone: 6/18/04 Checked By Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Descretein VERTICAL SECTIONS, 2 TRACK sec: ALUM. SLIDING GLASS DOOR, IMPACT Visibly Better sedealModer SGD730 scats: 1/2 Saner 7 of 17 &swing lio. 4406 -1 sew D • • • .• • ••.. • • ••• • • • •• • •••• • • • • •••• • • • • • • • • • •• •• •• • • • • • • • •••• • • • • ••.• • • • • S. • ••• • • • • • Lucas A. Turner, P.E. PE #58201 • •• • • • • I • • •• • • • . • 4 m ,� F! I LF• 2.713" OPTIONAL ON 3 OR 4 TRACK FRAME --17, S20 or S23 ASTRAGAL SIDE RAIL Rfl m R51 fir NOTE: ITEM 61 OR 62, SILL RISERS ARE AVAILABLE ALL CONFIGURATIONS. 3.500" SEE NOTE <3 EXTERIOR INTERIOR E> (ALL SECTIONS) TYP. VERTICAL SECTION SHOWING FOUR ACTIVE PANELS W/ SCREEN TRACK TYP. VERTICAL SECTION SHOWING THREE ACTIVE PANELS W/O SCREENS S16, 819 or S22 OPTIONAL ON 3 OR 4 TRACK FRAME SEE NOTE Revsd 8y. Raver/By: F.K Revsd 8y Dram By: F.K. Date: Revisions. paw 415!05 Revisions D NEW SKEET ADDED FOR 3 AND 4 TRACK FRAME Dens: Revisions: Date: 6/16/04 Checked By Derv: 9070 TECHNOLOGY DRIVE NOKOMIS, FL .34275 P.O. BOX 1529 NOKOMIS, FL 34274 P Visibly Better DesalEUaon: VERTICAL SECTIONS, 3 & 4 TRACK Taw ALUM. SLIDING GLASS DOOR, IMPACT se tessebofa SGD730 Scale 1/2 sr 8 or 17 Drank' No. 4406 -1 • ASTRAGAL SIDE RAIL te aREWARD. ths rbeihs •••• • • • • •••• • a • ■• • • ••• • • • •• • •••• • • • • •••• • •• • • • • • • •• •• •• • • • • • • • •••• • • • • •••• • • • •• • ••• • • • Lucas A. Tume;, • PE 458201 • s• • • • • • • • •• • • • • 58, 59, 60 or 3 LOCATED AT VERTICAL CENTER, 12n FROM TOP AND BOTTOM OF FIXED PANELS (3) REQ'D (S18,S21' Lor S241 SECT. A -A FIXED STILE AT JAMB (OUTSIDE) REINFORCEMENTS REQ'D W/ GLASS TYPES A, B OR G ONLY A A 58, 59, 50or3 SECT. B -B DOUBLE & SINGLE INTERLOCK SECT. C -C MOVABLE TO MOVABLE ASTRAGAL (INSIDE SHOWN) 66, 67, 68 or 8 AtS18,S21 or S24 A EXISTING STRUCTURE lr 58, 59, 60 or SECT. D -D MOVABLE INTERLOCK AT P -HOOK REINFORCEMENTS REQ'D WI GLASS TYPES A, B OR G ONLY A SECT. E -E MOVABLE STILE AT JAMB (INSIDE) Rend By: Date: Revisions: Rend By F.K Data 4/5/05 Revisions: D ADD 3 AND 4 TRACK OPTIONS AND GLASS TYPE G W/REINF. Rsysd By. F.K bale: 10/7/04 Revisions: C NO CHANGE THIS SHEET Alarm By: Oats Chet:iodBX Deis: F K. 6/18/04 1070 TECHNOLOGY DRIVE NOKOA415, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 T Visibly Better HORIZONTAL SECTIONS ALUM. SLIDING GLASS DOOR, IMPACT $4***ioder. SGD730 1/2 9 ar 17 Na Dawns 4406 -1 INTERIOR (ALL SECTIONS) EXTERIOR V PRODUCT REVISED samaplftioidt aye r ry... lflll�i? •• • • • • • • • •• • • • • • • • •••• • • • • •••• • • • •• • ••• • •• •••• ••• • • • •• • • •••• •• • • • • •. • • • Lucas A, Turner, P.E. PE #58201 Mechanical REINFORCEMENTS REQ'D W/ GLASS TYPES A, B OR G ONLY g 23 i) X58, 59,1 60 or3 - O SECT. F -F MOVABLE TO FIXED ASTRAGAL (INSIDE) LOCATED AT VERTICAL CENTER, 12" FROM TOP AND BOTTOM OF FIXED PANELS (3) REQ'D A 66, 67, 68 or , A S18,S2" or S24. A(58, 59,1. 60 or 3 REINFORCEMENTS REQ'D W/ A GLASS TYPES A, B OR G ONLY 58, 59,' 60 or 3, REINFORCEMENTS REQ'D WI GLASS TYPES A, B OR G ONLY ♦ Q FIXED - FIXED CONFIGURATION A DOUBLE & SINGLE INTERLOCK (NOT SHOWN IN SHEET 4 ELEVATIONS) L X SECT. G -G FIXED STILE AT JAMB (INSIDE) SECT. H -H DOUBLE & SINGLE INTERLOCK (OX) A ' 18,S21" or S24} SECT. I -I MOVABLE STILE AT JAMB (OUTSIDE) Raved By :: Data: Revisions: Revel tiy. Derr: F.K. 415/05 Roved ey. Date: F.K. 10/7/04 Drawn By' Data: Chocked By. Date: F.K. 6/18/04 Revisions: 0 ADD 3 AND 4 TRACK OPTIONS AND GLASS TYPE G W/ REINF. Revisions: C NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. COX 1529 NOKOMIS, FL 34274 PST Visibly Better HORIZONTAL SECTIONS CONTINUED ALUM. SLIDING GLASS DOOR, IMPACT SGD730 Scab: 112 anear 10 17 [mina No. 4406 -1 Rs INTERIOR (ALL SECTION) EXTERIOR ►ratrc-lr REVISED Placklaiaseesi � � Ms • • •• • • •••• • • •••• • •••• • ••• • • • • • •• • •••• • • • •••• • • • • •••• • • ••• • • •• • • ••• • • • • • •• •• •• • • •••• • • • • • • • • •••• • •••• • • • • • •• • • • •••• • • • •••• ••• • • • •• Lut:as h_ Turner. P.E. PE 658201 Mechanical .••• • • • •••• • •••• • ••• • • •.. • • • •••• • •.. • ITEM DWG# PGT # DESCRIPTION ITEM DWG# PGT # !DESCRIPTION 1 4302 612245 ORIGINAL FRAME, HEAD 40 7/16" LAMINATED GLASS - 3I16" H.S. - .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/16" ANN. 2 4386 7P4386 SILUHEAD WEATHER STRIPPING PAD 3 4303 64303 ORIGINAL FRAME, SILL 41 7/16" LAMINATED GLASS - 3/16" H.S. - .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/16" H.S. 4 4361 64361 ORIGINAL FRAME, 3.500 SILL ADD ON 5 4314 612254 ADAPTER, FIXED PANEL 42 1 1/16" LAMINATED GLASS 3/16" TEMP - 7116" AIR SPACE - 3I16" ANN. - .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/16" H.S. 6 4315 64315 THRESHOLD COVER 7 4385 71164 HEAVY DUTY 4 HOLE BUMP STOP 8 4304 612247 ORIGINAL FRAME, JAMB 43 1 1/16" LAMINATED GLASS 3/16" TEMP - 7/16" AIR SPACE - 3/16" H.S. - .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/16" H.S. 9 1155 -1 781PQA #8 X 1" LG. S. STL. QUAD /PHIL PAN HEAD 10 4306 612249 PANEL SIDE RAIL 11 4383 64383 DOUBLE INTERLOCK 44 DOW CORNING 899 SILICONE GLAZING SEALANT 12 4399 64399 INTERLOCK 45 DOW CORNING 995 SILICONE STRUCTURAL SEALANT 13 4398 64398 ASTRAGAL BASE 46 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 14 4380 64380 FEMALE ADD -ON 47 1225 6TP248 VINYL BULB WEATHERSTRIP (THIN) 15 4381 64381 MALE ADD -ON 49 4324 8534601 7/16" LAMI GLAZING BEAD 16 4305 64305 TOP & BOTTOM RAIL 51 4395 64395 1 1116" LAM1 I.G. GLAZING BEAD 17 4403 64403 P -HOOK FOR POCKET DOORS 52 1267 71287N SETTING BLOCKS 1 "X 1/2" X 1/8" THICK 18 4362 64362 FIXED PANEL CLIP 53 749 7BRKTM25 REINFORCEMENT SPRING CLIP 19 1235 67S16G WSTP .170 X .270 BACK, FIN SEAL 54 4356 74356A FIXED PANEL ANGLE BRACKET 20 4393 67393G WSTP .400 X .270 BACK, FIN SEAL 55 7/16" LAMINATED GLASS - 3/16" H.S. - .090 DUPONT SENTRYGLAS PLUS INTERLAYER - 3/16" ANN. 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. 56 9/16" LAMINATED GLASS - 114" H.S. - .090 DUPONT SENTRYGLAS PLUS INTERLAYER - 1/4" H.S. 23 71032XIFPFX #10 -32 X 1" LG. PHILLIPS FLAT HEAD 18-8 S. STL. RECESS ADAPTER MOUNTING SCREW & HANDLES PgODUCT REVISED as " ` tlbe Merida =te No I_• .1> . 0$ "" it ` I7,(Ii1!r • • • ••• • • • • • • • 57 4375 64375 9116" LAMI GLAZING BEAD 58 4407 64407 FRAME, 4 TRACK SILL 24 70834X #8 X 3/4" LG. PHILLIPS PAN HEAD 18-8 S. STL. KEEPER MOUNTING SCREW 59 4408 ,64408 FRAME, 3 TRACK SILL 60 4409 64409 FRAME, 2 TRACK SILL 25 78X38PPT #8 X 3/8 LONG PHILLIPS PAN HEAD TEK 81 4410 64410 FRAME, 2.713 STANDARD SILL ADAPTER 26 71032INSERT 10 -32 ALUMIN THREADED INSERT 62 4411 64411 FRAME, 3.500 SILL ADAPTER 27 4357 643357M ALUM. REINFORCEMENT .500 X 1.500 63 4412 64412 FRAME, 4 TRACK HEAD 28 4388 MOVING/FIXED INTERLOCK END PLUG 64 4413 64413 FRAME, 3 TRACK HEAD 29 4387 44387 ASTRAGAL BASE END PLUG 65 4414 64414 FRAME, 2 TRACK HEAD 30 4389 44389N LOCKSTILE END PLUG 66 4415 64415 FRAME, 4 TRACK JAMB 31 4392 7XXXIMD(BSW) TOP RIGHT STICKER COVER 67 4416 64416 FRAME, 3 TRACK JAMB 32 4392 7XXX4MD(BSW) BOTTOM RIGHT STICKER COVER 68 4417 64417 FRAME, 2 TRACK JAMB • • • • • • •••• • • • ••••• •• • • • • • • • • • •••• • • • •• • • • • • • • • • • • • • • • 33 4392 7XXX3MD(BSW) TOP LEFT STICKER COVER Si 4317 612256 SCREEN, TOP RAIL 34 4392 7XXX2MD(BSW) BOTTOM LEFT STICKER COVER S4 r S 4318 612257 SCREEN, BOTTOM RAIL 35 1049 71049 TANDEM ROLLER 4319 612258 SCREEN, SIDE RAIL 36 1636 72048 W,K,S 3/4" HOLE PLUG S11 4320 612259 SCREEN, MEETING RAIL 37 7SGD4050 (1) TRUTH INTERIOR PULL HANDLE & BASE (1) TRUTH EXTERIOR PULL HANDLE & BASE (2) #8 -32 X 1 3/4" COLOR MATCHED HANDLE BASE SCREWS 813 4428 64428 SCREEN, DOUBLE INTERLOCK 814 4344 64344 SCREEN, ASTRAGAL S15 4384 .64384 SCREEN, ASTRAGAL ADAPTER 818 4418 84418 SCREEN, 3 TRACK SILL 38 7SGD2889 (1) (1) (2) (1) (1) (1) TRUTH INTERIOR PULL HANDLE & BASE TRUTH EXTERIOR PULL HANDLE & BASE #8 -32 X 1 3/4" COLOR MATCHED HANDLE BASE SCREWS MORTISE LOCK LATCH & KEEPER STAINLESS MORTICE LOCK ZINC DICHROMATE RECESS ADAPTER S17 4419 64419 SCREEN, 3 TRACK HEAD 818 4420 64420 SCREEN, 3 TRACK JAMB S19 4421 64421 SCREEN, 2 TRACK SILL S20 4422 64422 SCREEN, 2 TRACK HEAD tA 821 4423 64423 SCREEN, 2 TRACK JAMB S22 4424 64424 SCREEN, 1 TRACK SILL 823 4425 64425 SCREEN, 1 TRACK HEAD i -2/� Lucas A. ;line . N.E. PE #58201 Mechanical 39 7/16" !. AMINATED GLASS - 3116" H.S. - ,09) DUPONT SENTRYGLAS PLUS INTERLAYER - 3/16" H.S. S24 4426 64426 SCREEN, 1 TRACK JAMB Rend By refer Redstone: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1579 NOKOMIS FL 34274 p : PARTS LIST Revaday: F.K. bate: 4/5/05 Redstone: D ADD ITEMS 58- 68.813 AND 818 -824 ALUM. SLIDING GLASS DOOR, IMPACT Revsd By: Dote: Revisions: C ADD ITEMS 56 AND 5T Visibly better y Soles/Model: SGD730 NTS 11 "' 17 Drawing "0' 4406 -1 R° D °ra10f7f04 Orocm ay F K. nay: 6178/04 ctateked sy; Dater , .••• • • • •••• • •••• • ••• • • •.. • • • •••• • •.. • 1 - ORIGINAL FRAME HEAD 3 - ORIGINAL FRAME SILL MATL: 6063 -T5 MAT'L: 6063 -T5 DWG# 4302 DWG# 4303 5.177 i 2.435 .078 --10-11--e- �--- 5.357 PI .078 - 8 - ORIGINAL FRAME JAMB MAT'L: 6063 -T5 DWG# 4304 .062 1.428 .188 1.700 .108 14 - FEMALE ADD -ON MATL: 6063 -T5 DWG# 4380 1.993 1.045 10 - PANEL SIDE RAIL MATL: 6063 -T5 DWG# 4306 .062 J S4 - SCREEN BOTTOM RAIL (SCREEN FRAME) MATL: 6063 -T5 DWG# 4318 15 - MALE ADD -ON MATL: 6063 -T5 DWG# 4381 1.993 f 1.045 S1 - SCREEN TOP RAIL (SCREEN FRAME) MAT'L: 6063 -T5 DWG# 4317 .062 S7 - SCREEN SIDE RAIL (SCREEN FRAME) MATL: 6063 -T5 DWG #4319 .109 .052 .190 L- 3.500 4 - ORIGINAL ADD ON SILL MATL: 6063 -T5 DWG# 4361 WALLS VARY FROM .060 TO .250 1.500 2.964 .421 J 0• 1.800 1. 986' a .062 .062 -- .557 5 - ADAPTER, FIXED PANEL MAT'L: 6063 -T5 DWG# 4314 2.048 i 11 - DOUBLE INTERLOCK MATL: 6063HS -T6 DWG# 4383 2.591 .062 16 - TOP & BOTT. RAIL MATL: 6063 -T5 DWG# 4305 1.019 1.872 1.874 WALLS VARY FROM .060 TO .125 7 1.935 per-{ III .800 .060 6 - THRESHOLD COVER MAIL: 6063 -T5 DWG# 4315 18 - FIXED PANEL CLIP MAT'L: 6063 -T5 DWG# 4362 2.961 WALLS VARY FROM .060 TO .125 12 - INTERLOCK MAT'L: 6063HS -T6 DWG# 4399 1.500 F .500 27 - ALUM. REINF. MAT'L: 6005 -T5 DWG# 4357 1.342n 1.305 1.872 .050 - .062 S11 - SCREEN MEETING RAIL (SCREEN FRAME) MATL: 6063 -T5 DWG# 4320 .062 w 814 - SCREEN ASTRAGAL MATL: 6063 -T5 DWG# 4344 1.872 --►-� 1.423 1 - '-- ® S13 - SCREEN DOUBLE INTERLOCK (SCREEN FRAME) MAT'L: 6063 -T5 DWG# 4328 3.162 -}- .063 F- 2272 1L IJ 1 S15 - SCREEN ASTRAGAL ADAPTER MAT'L: 6063 -T5 DWG# 4384 Revel By: Data: Revisions. Revar18y: Date: F.K 4/5/05 Roved By: Date: F.K. 10/7/04 Drawn BY Date: F.K. 6/18/04 Revision: D REDRAW TO CONDENCE. CHG. ITEM 11 AND 12 ALLOY TO T6. ADD ITEMS 27AND 513. Revisions: C Checked 8y. NO CHANGE THIS SHEET Data: 1070 TECHNOLOGY DRIVE NOKOMIS. FL .34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST EXTRUSIONS rwe: ALUM. SLIDING GLASS DOOR, IMPACT Visibly Better saneswww. SGD730 Scala: NTS sheet: 12 ar 17 4406 -1 Lr- .125 1.087 ILL F 2.000 17 - P -HOOK MAT'L: 6063 -T6 DWG# 4403 13 - ASTRAGAL BASE MATL: 6063 -T6 DWG# 4398 PRODUCT REVISED =re 71-, .... • .. • ... • • • .. • • .... • • .... • • .. .. • • • .. • • • • .. • • .... • • .... ... • • • .. • • • • • ... • • • ... ...... • • • ...... •� • • 0000 • • /or L4ca3 A. 'Turner. P.E. PE #58201 Mechanical 8.038 .078 - ► iI-w - 58 - 4 TRACK SILL MAIL: 6063 -T6 DWG# 4407 -■ 8,038 J J .078 - -- *-I-�- 63 - 4 TRACK HEAD MAT'L: 6063 -T6 DWG# 4412 re--- 4.222 l .. 1-r7 1.235 J L .078 68- 2TRACKJAMB MAT'L: 6063 -T6 DWG# 4417 .810 r-- 2.546 - ►{(-t- - .078 S19 - SCREEN 2 TRACK FRAME SILL MAT'L: 6063 -T6 DWG# 4421 1.619 J 2.625 6.130 -- ---- -► I { .078 -- * -�j-�- �s 6.130 59 - 3 TRACK SILL MAIL: 6063 -T6 DWG# 4408 .078 64 - 3 TRACK HEAD MAT'L: 6063 -T6 DWG# 4413 3.810 --I- S/ - •-II -• - .078 .810 516 - SCREEN 3 TRACK FRAME SILL MAT'L: 6063 -T6 DWG# 4418 1.283 {+ f I 1.619 ��_ 078 F S23 - SCREEN 1 TRACK FRAME HEAD MAT'L: 6063 -T6 DWG# 4425 2.625 4.222 ---r-I r-1 l1 2.625 .078 -��- .494 --el r--- .078 60 - 2 TRACK SILL 61 - STANDARD SILL RISER MAT'L: 6063-T6 MAT'L: 6063 -T6 DWG# 4409 DWG# 4410 ` J f 4.222 --- j IL 1.619 J 2.546 r+- rtn-- ___AA_ -Il_fl nA-11 .078 65 �-•- 1.619 - 2 TRACK HEAD MAT'L: 6063 -T6 DWG# 4414 Lr__ 3.810 1.619 F.078 - �I} --- 817 - SCREEN 3 TRACK FRAME HEAD MAT'L: 6063 -T6 DWG# 4419 1.619 j - ��-4 -- .078 520 - SCREEN 2 TRACK FRAME HEAD MAIL: 6063 -T6 DWG# 4422 1.619 F 8.038 2.546 --�i -F-- .078 .078 ---+- II -e-- 66 - 4 TRACK JAMB MAT'L: 6063 -T6 DWG# 4415 ,[ 3.810 1.619 F .078 '---= _i -_--' S18 - SCREEN 3 TRACK FRAME JAMB MAT'L: 6063 -T6 DWG# 4420 S21 - SCREEN 2 TRACK FRAME JAMB MAT'L: 6063 -T6 r 1.2831-+- - DWG# 4423 1.283 1.235 .810 .078 - -�- al-• -- 1.619 -_..#I .078 F S24 - SCREEN I TRACK FRAME JAMB MAT'L: 6063 -T6 DWG# 4426 522 - SCREEN 1 TRACK FRAME SILL MAT'L: 6063 -T6 DWG# 4424 .494 .078 --0- i 3.500 62 - 3,50" S LL RISER MAT'L: 6063 -T6 DWG# 4411 6.130 .078 - --► {-- 67 - 3 TRACK JAMB MATL: 6063 -T6 DWG# 4416 Raved By: Cate: Revisions: Raved By. F.K. Oak 4/5/05 Ravkbns D NEW SHEET FOR 3 AND 4 TRACK OPTIONS RevadBy. Pete: Revfskos: Dtswn By. F.K. Oats: 6/18/04 Cheek&By Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 SGT Visibly Better Dnearipdan: EXTRUSIONS, FRAME ALUM. SLIDING GLASS DOOR, IMPACT Sedm/.xode>; SGD730 Sea b: &freer NTS 13 dr 17 Drowns No. 4406-1 Rev: I 1.235 PILOT iCT REVISsD leadzMwitil Rork* AgniPtista Ne thignatlea • • • • • 0.00 • • •••• • • •• •• • • • • • • • • •• • • • •• • • • • •• • • 0000 • • •••• ••• • •• •• • • • 440.0• • • �•••• • • • • ••••• •p•••• • •• SI • • •S.••• • • Luca. A. Turner, P.E. PE #58201 Mechanical ti HEAD AND SILL INTERLOCK & ASTRAGAL ANCHOR A. 7116 LAMI (A, .090 SGP, H) B. 7/16 LAMI (H, .090 SGP, H) CLUSTER BY PANEL SIZE & GLASS TYPE C. ORE. 7116 LAMI (A,H) OR IN 1 1/16 LAMI i.G G. 9/16" LAMI D. OR F. 7/16 LAMI (H,H) OR IN 1 1/16 LAMP I.G. (1,.090 SOP, H) NOM. PANEL WIDTH GLAZING PTION DOOR HEIGHT 72" (6 °) 80" (68) 84" (70) 90" (78) 98" (8 °) 102" (8°) 108' (9 °) 114" (98) 120" 10 °) TAPCONS SCREWS TAPCONS SCREWS TAPCONS SCREWS TAPCONS (00i TAPCONS en TAPCONS uu)i TAPCONS SCREWS TAPCONS SCREWS TAPCONS c ,��, =Nx .1r7� xtox0,= °s g is x =Filly= �9 ,,�, jcc'llyLloiJ 'p.00 ,o y= Fri 0 is Eli 24" (2p) A,B A A B 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 B A C B B BCC B B C C 30" (2) A,B B A B B BA C B B A C B B B C C B B C C B(6 C BIBrB C C1B BICICIB B D C C,D,E,F,G B A B B B A C B BAC B B B C C B B C C BtB1CICLB1B[DJCICIBIDICICIBIDIC 38 (3°) A,B,C,E B A�C B B B C B B B C C B B D C B B DC D,F,G B B C C B B D C B B D C C B D C C B D D 42 "(3°) A E ACBBACBBACBBACBBACBBACBBACBBBCBBBCC B B A C B B B C C B B D C C B D C C B D C C B D C C B D C C B D D C B E D D,F,G B B C C C B D G C B D C C B E D C C E D 48" (4°) A,C,E A A B B A A B B A A B B B A B B B A C B B A C B B A C B B A C B BAC B B B B C C B B D C C B D G O B D D C B E D C B D C C B E D C C E D C C E D D,F,G , B BDCC B D D C B E DCC E D D C E D 34" {4g} A A A B B A A B B A A B B A A B B A A B B B,G B B C C B B D C C B D C C B D D C C E D 60" (6 °) A A A B A A A B B A A B B A A B B A A B B 8,0 B B C C C B D C C B D D O C E D I D C E D ANCHORS ABOVE ARE MIAMI -DADE COUNTY APPROVED 114" TAPCONS OR #12 SCREWS TABLE 7. INTERLOCK OR re— ASTRAGAL CL 8411 813611 _0„1 CLUSTER A - (4) ANCHORS INTERLOCK OR r-- ASTRAGAL CL —, 3" —• 3° 1.•- . I-• - * ---i -- 8" --I CLUSTER C - (8) ANCHORS INTERLOCK OR ASTRAGAL CL 3" 3" F +- MIAMI -DAME COUNTY ANCHORAGE SPAC NG REQUIREMENTS* " _�� ° 1. (2) MIAMI -DADE COUNTY APPROVED 114" TAPCONS OR #12 SCREWS AT EACH HEAD, SILL AND JAMB LOCATION AND - A (1) MIAMI -DADE COUNTY APPROVED 1/4 TAPCON OR #12 SCREW AT EACH P -HOOK LOCATION (SEE NOTES 2 THRU 4). CLUSTER E (12) ANCHORS 2. MAX. 96" HIGH DOORS W/ PANELS UP TO 48" WIDE. HEAD & SILL.. 8 1/4" MAX. FROM CORNERS AND 16 3/8" MAX. O.C. (1/4" TAPCONS OR #12 SCREWS), PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH INTERLOCK OR Ir"--- ASTRAGAL CL ____ v 811"-►j CLUSTER B - (6) ANCHORS INTERLOCK OR r— ASTRAGAL CL I..-- L ASTRAGAL AND INTERLOCK CENTERLINE. JAMBS 8" MAX FROM BOTTOM AND 24" MAX. O.C. (1/4" TAPCONS), 16" MAX. O.C. ( #12 SCREWS). P -HOOKS 8° MAX. FROM BOTTOM AND 2611116" MAX. O.C. (1/4" TAPCONS), 16" MAX. O.G. ( #12 SCREWS). 3. MAX. 120° HIGH DOORS WI PANELS UP TO 48" WIDE. HEAD & SILL. 8 1/4" MAX. FROM CORNERS AND 16 3/8" MAX. O.C. (1/4" TAPCONS OR #12 SCREWS), PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH ASTRAGAL AND INTERLOCK CENTERLINE. A JAMBS 8" MAX FROM BOTTOM AND 26" MAX. O.C. (1/4" TAPCONS), 22° MAX. O.C. ( #12 SCREWS). P- HOOKS8" MAX. FROM BOTTOM AND 26" MAX. O.C. (1/4" TAPCONS), 22" MAX. O.C. ( #12 SCREWS). 4. MAX. 96" HIGH DOORS W/ PANELS UP TO 60" WIDE. HEAD & SILL. 8 1/4" MAX. FROM CORNERS AND 22 13/16" MAX. O.C. (1/4" TAPCONS), 15 3/8" MAX. O.C. ( #12 SCREWS) PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH ASTRAGAL AND INTERLOCK CENTERLINE. JAMBS B" MAX FROM BOTTOM AND 22" MAX. O.C. (1/4" TAPCONS), 15" MAX. O.G. ( #12 SCREWS). P- HOOKS8" MAX. FROM BOTTOM AND 26 11/16" MAX. O.C. (1/4" TAPCONS), 15" MAX. O.C. ( #12 SCREWS). ANCHORAGE SPACING FOR DOORS INSTALLED OUTSIDE MIAMI -DADE COUNTY: A 5. (2) 1/4" TAPCONS OR #12 SCREWS AT EACH HEAD, SILL AND JAMB LOCATION AND (1) 1/4" TAPCON OR #12 SCREW AT EACH P -HOOK LOCATION (SEE NOTES 6 THRU 8). 6. MAX. 96" HIGH DOORS WI PANELS UP TO 48" WIDE. HEAD & SILL 8 1/4" MAX. FROM CORNERS AND 16 3/8" MAX. O.C. PLUS CLUSTER A, AT EACH HEAD AND SILL ASTRAGAL AND INTERLOCK CENTERLINE. JAMB & P -HOOK 8" MAX FROM BOTTOM AND 2611/16" MAX. O.C. 7. MAX. 120" HIGH DOORS W/ PANELS UP TO 48" WIDE. HEAD & SILL 8 1/4" MAX. FROM CORNERS AND 163/8" MAX. O.C. PLUS CLUSTER A, AT EACH HEAD AND SILL ASTRAGAL AND INTERLOCK CENTERLINE. JAMB & P -HOOK 8" MAX FROM BOTTOM AND 26" MAX. O.C. 8. MAX. 96" HIGH DOORS W/ PANELS UP TO 60" WIDE. HEAD & SILL 3 1/4" MAX. FROM CORNERS AND 2<: 13/16" MAX. O.C. PLUS CLUSTER A, AT EACH HEAD AND SILL ASTRAGAL F,.ND INTERLOCK CENTERLINE. JAMB & P- HOOK8" MAX FROM BOTTOM AND 2611/16" MAX. O.C. CLUSTER D - (10) ANCHORS EXTERIOR (ALL) 7D* Roved By: Dule: Resdslooe: Resod By. F.K. Reasd By: F./'L Drum By: F.K. Dula: 415/05 ReV/6k7n9: D CONDENSE TABLE 7. AND UPGRADE ANCHORAGE PER FBC 2004 Dale: 10/7/04 Revisions: C RECALC ANCHOR CAPACITIES. UPDATE SPACING NOTES AND TABLE Date: 6/18/04 Checked 8y. Deter 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.D. BOX 1529 NOKOMIS, FL 34274 Deea#lk": ANCHORAGE, SPACING Visibly Better ssrieNAfedok SGD730 S>reer: 14 m 17 Drabs Na. 4406 -1 PRODUCT REVISED as eastplosc soft do lips* Cede Acesivianot No 05- s,_6„m 14. )17117")!; f PfifOi • .. • S... .. • • • • .. • .... • • . S... • • • .. .. • • • • • • . • . • .. • • • • • • • .. • • • ... • • S... • ... • • • .. Lucas R. Turner, P.E. PE #58201 Mecnaroc l lx WOOD BUCK SEE NOTE 2 , <=1 EXTERIOR INTERIOR (CONCRETE) (ALL SECTIONS) • •" - 11/4" 1/4" TAPCON, SEE NOTE 1 1x WOOD BUCK SEE NOTE 2 SCREEN FRAME • MIN. t_ 1/4" MAX. SHIM 2x WOOD SEE NOTE 2 I 1 1/2" MIN. 114" MAX. SHIM ANOTES, ANCHORAGE SECTIONS: 1. MIN. DISTANCE FROM TAPCON TO CONCRETE EDGE IS 2_1/2 ". FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DARE COUNTY APPROVED TAPCONS, 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM 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 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 TYPES AS REQUIRED TO ACCOMMODATE THE EXTRA DEPTH OF MULTI-TRACK CONFIGURATIONS, AS APPROVED BY AHJ. DESIGN OF COMPOSITE WOOD/MASONRY OPENINGS DONE BY OTHERS OR AS ACCEPTED BY AHJ. FASTENER SIZE, EMBEDMENT, AND SPACING MUST BE AS INDICATED FOR THE SUBSTRATE INTO WHICH THE FASTNER IS EMBEDDED. #12 SCREW ORIGINAL 2 -TRACK FRAME HEAD INSTALLATIONS (CONCRETE) •.t , 1 1/4" MIN. 1/4" TAPCON, SEE NOTE 1 lx WOOD BUCK SEE NOTE 2 SCREEN FRAME 1/4" MAX. SCREEN SHIM FRAME 2x WOOD rSEE NOTE 2 1 1/2" i MIN. 1 /t" MAX. SHIM #12 SCREW 2 -TRACK FRAME HEAD INSTALLATIONS (CONCRETE) :.. • _ :. 1 1/4" • • f. : ' MIN. 1/4" MAX SHIM lx WOOD BUCK SEE NOTE 2 SCREEN FRAME —`I 114" TAPCON, SEE NOTE 1 (CONCRETE) 1 1/4" SCREEN FRAME 2x WOOD SEE NOTE 2 • 3 -TRACK FRAME HEAD INSTALLATIONS 1/4" TAPCON, SEE NOTE 1 1/4" MAX. SCREEN SHIM FRAME #12 SCREW 2x WOOD SEE NOTE 2 1 1/2" MIN. 1/4" MAX. SHIM orLirryem, woon7im 4 -TRACK FRAME HEAD INSTALLATIONS #12 SCREW 1 1/2" MIN, 1/4" MAX. SHIM Revad By. Date: Reiaiws Revad BY Date F.K. 4/5/05 Raved By: bate: F.K. 10/7/04 Drawn By Dale: F.K. 6/18/04 REVISE NOTES AND ADD 3 & 4-TRACK AND ALTERNATE2.7RACK OPTIONS REMOVE MFR NAME, NOTE 1 asegFed er Date: 1070 KOMN , FL 342 DRIVE p4 NOKOMiS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 Visibly Better DeacdpOm: ANCHORAGE DETAILS, HEAD Title ALUM. SLIDING GLASS DOOR, IMPACT SerJsNLlodex SGE3730 Seale: 1/4 Sheer. 15 a 17 brewing Na. 4406 -1 PROl3UCT REVISED :417=141 ft,itia Atreptitatos Pia • • •••• • • • • •••• • • • •• •• • • • • • • • • • • •• • •• • • • • •• • • • •••• • • •••• ••• • • • •• ▪ • • • •••••• •i • •••••• • • M••• • • • • �••• • •••• • • • •... • • • • • Lucas A.1Omar. P.E. PE #58241 Mechanical a • •••• • 1 112" MIN. I #12 SCREW 1/4" MAX. SHIM lx WOOD BUCK SEE NOTE 2 SHT. 15 1/4" TAPCON SEE NOTE 1 SHT. 15 2x WOOD SEE NOTE 2 SHT. 15 1/4" SHIM MAX. --►-I H+-- ORIGINAL 2 -TRACK FRAME JAMB INSTALLATIONS lx WOOD BUCK SEE NOTE 2 SHT. 15 1/4" TAPCON SEE NOTE 1 SHT. 15 SCREEN FRAME 1/4" SHIM MAX. —0-11--6— 1 1/2" MIN. --" #12 SCREW SCREEN FRAME 1/4" MAX. SHIM —0-11-.4— lx WOOD BUCK SEE NOTE 2 SHT. 15 1/4" TAPCON SEE NOTE 1 SHT. 15 SCREEN FRAME 2x WOOD SEE NOTE 2 SHT. 15 • 114" SHIM MAX. —#-H �-"-- 2-TRACK FRAME JAMB INSTALLATIONS 1/4" SHIM MAX. 3 -TRACK FRAME JAMB INSTALLATIONS 1 112" MIN. 2x WOOD SEE NOTE 2 SHT. 15 SCREEN FRAME 114" SHIM MAX. —NH F-�— 1x WOOD BUCK SEE NOTE 2 SHT. 15 1/4" TAPCON SEE NOTE 1 SHT. 15 SCREEN FRAME 1 112" MIN. 2x WOOD SEE NOTE 2 SHT. 15 1/4" SHIM MAX. —+-{ �-•— 1 1/4" MIN. 4 -TRACK FRAME JAMB INSTALLATIONS Revsd 9y.• t.. : Revisions: Rovad By:: Date: F.K 4/5/05 Rena By: Dale. F.K. 10lq/04 Drawn By. Onto: F.K. 5/18/04 Berman D ADD 3 d 4-TRACK AND ALTERNATE 2-TRACK OPTIONS Rovislans: C NO CHANGE THIS SHEET Checked By. oats? 1070 TECHNOLO©YDRIVE NOKOMIS, FL 34276 P.O. BOX 1529 NOKOMIS, FL 34274 ANCHORAGE DETAILS, JAMB Tma: ALUM. SLIDING GLASS DOOR, IMPACT SerasAkiodak sago: Sheet Az04119 No, 8G0730 1/4 16 or 17 4406.1 R®Y. INTERIOR (ALL SECTIONS) EXTERIOR PRODUCT REVISED as tompt: • • • ••• • • • • • .• • •••• • •••• • • •.•• • s • • • • • • • S. • • ••• • • • • • •. S. •• • • • •••• • • • • • • • • • .• • • .••• • • • • • •••• • • . • • • • ..• •• • • ••. • • • • • •• Ltd A. Tuner, P.E. PE #58201 Mechanical SCREEN FRAME 114" MAX. - SEE NOTE 1 #12 SCREW SCREEN FRAME 1/4" MAX. SEE NOTE 1 1/4" TAPCON SEE NOTE 1 SHT. 15 2x WOOD SEE NOTE 2 SHT. 15 1 1/2" MIN. „1 1/4" MIN. (CONCRETE) • I 4 -TRACK FRAME SILL INSTALLATIONS (CONCRETE) 1/4" TAPCON (SEE NOTE 1) SHT. 15 INTERIOR (ALL P -HOOK SECTIONS) EXTERIOR 1x WOOD BUCK SEE NOTE 2 SHT. 15 114" TAPCON (SEE NOTE 1) ® SHT. 15 (CONCRETE) -+-- 1 1/4" MIN. SCREEN FRAME 1/4" MAX. SEE NOTE 1 #12 SCREW SCREEN FRAME 1/4" MAX. SEE NOTE 1 T 1/4" TAPCON SEE NOTE 1 SHT. 15 2x WOOD SEE NOTE 2 SHT. 15 1/2' MIN. • 1 1/4" MIN. (CO;VC'4REf. 3 -TRACK FRAME SILL INSTALLATIONS EXTERIOR INTERIOR C> (ALL SILL SECTIONS) TYPICAL POCKET P -HOOK INSTALLATIONS NOTE: 2x WOOD SEE NOTE 2 SHT. 15 A 1/4" MAX. J SEE NOTE 1 114' MAX. SEE NOTE 1 -1 SCREEN FRAME #12 SCREW 1/4" MAX. J SEE NOTE 1 SCREEN FRAME 1/4" MAX. SEE NOTE 1 #12 SCREW 1/2" MIN. f 1/4" TAPCON SEE NOTE 1 SHT. 15 (CONCRETE) 2 -TRACK FRAME SILL INSTALLATIONS 2x WOOD SEE NOTE 2 SHT. 15 1 1/4' MIN. 112" MIN. •? 2x WOOD SEE NOTE 2 SHT. 15 1/4" TAPCON SEE NOTE 1 SHT. 15 (CONCRETE) ORIGINAL 2 -TRACK FRAME SILL INSTALLATIONS 1/4" MIN. : • I 1. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, GROUT OR OTHER MATL (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE '1UBSTRATE, AND TRANSFER SHEAR `._.OAD TO SUBSTRATE. Roved By: Date: Revisions: Reysd 4. Date: F.K. 413105 Ra,ad By.Y Data F.!G 1017104 Drawn By: Data F.K. 8/18/04 Revision d Revisions: C Checked By, ADD 3 5 4- TRACK, ALTERNATE 2- TRACKOPTIONSAND GROUT NOTE NO CHANGE THIS SHEET Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P Visibly Better Deeakikrc ANCHORAGE DETAILS, SILL & POCKET P-HOOK ALUM. SLIDING GLASS DOOR, IMPACT sofas/thyme 8130730 Sears: 1/4 Sheet: 17 a 17 Drawing No. 4406-1 t I'ROOIJCT R1EYESip Dale lit • • •••• • • • S. • ••• • • • S. • •••• • •• • •.. • • ...• • • • • ••.. • .. • • • • • • •• •• •• • • • • • • •••• • • • • •••• • • • S. • ••• • • • •• • • • ••.. • ••. • • • ••• • .••. • . • • •••• • • • •••• Lua39 A. Turner. P.E PE 458201 Mechanical NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB, B. 7116" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI J.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 1 & 10 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) HEAD & SILL: MAX. 81/2" FROM CORNERS MAX. 11" O.C. JAMBS: A MAX. 8 112" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 2 1/2" LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) HEAD & SILL: AT EACH CORNER MAX. 5" O.C. JAMBS: AT EACH CORNER MAX. 5" O.C.. 5. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE ROW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 81/2" FROM CORNERS MAX. 11" O.C. JAMBS: 0 MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 8. REFERENCE TEST REPORTS: FTL -3835 & FTL -3850 Roved By: r Revisions Raved 9r crate: Revisions: Revsd By: F.K. Date: 12/15/03 Revisions: A REDUCE ANCHOR SPACING Dream 8Y F.K. : 7/14/03 Checked By, Bare: W70 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOIMS, FL 34274 113.1-11 NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT Visibly Better sadeder: PW-701 NTS 1 of 10 Mowing No. 42594 • s • • • •••• •• •• Robert L Clark, P.E. PE #39712 Structural 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT -�— STRENGTHENED GLASS OR 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS 11/16" NOM GLASS BITE 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL ,090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 11/16" NOM GLASS BITE 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) • • • .• •• • • •••• • • • • •• •• Apprivod as comertebi 141 >lr9 • arasiourria • • • • • • ',rra,_,x= Revsd By: Oats: Revisions: Roast Oste' Revbhns: Ravad By: F.K. Drawn Sr F.K. Dale: 12/15/03 Data: 7194103 Revue A NO CHANGE THIS SHEET Chucked By. Data 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O.Bgx159 NOKOMIS, FL 34274 ET GT GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT Visibly Better Sadea/btadeh PW -701 Sane: NTS 2 ar 10 4259 -4 Robert L. Clark, P.E. PE #39712 Structural •••• • • •••• • • • • •• • • • • • • • • • • •• • • • • •• • • • • • •••• • • •••• • • ••• • • • • • •• HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA =19.63 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 96" MAX. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID 48" MAX. NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. I 441/4" MAX. DLO 1. ---- 92 1/4" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. Read 8y. Rims, alo Bawd Cye F.K. Orown By: F.K. Oa*: Revision** Osfe: Revision** Oa*. 12115/03 7114/03 Revision& A NO CHANGE THIS SHEET Chsekeei ay, Des: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1529 NOKOMIS, FL 34274 B GT Dast*ppnn: FLANGED ELEVATIONS r ALUMINUM PICTURE WINDOW, IMPACT Visibly Better PIN -701 Seek NTS 8'7 3 10 a* 4259 -4 •••• • • • • •••• • • • • • •• • ••• • • •• • • •• • • • ••••• • • s • • •••• • • • •• • • • • • • •• • • • • • • • • •••• • • ••••• • • • . • •• • • •• •• •• Robert L. Clark, P.E. PE 439712 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 96" MAX. 48" MAX. 451 /4" MAX. DLO NOTE: FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. Rend BY: Data: Resfeioku: 93 1/4" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. Revsd as D tO. Nevsd ay: Data: F.K. 12/15/03 Drawn ay: pate: F.K. 7/14/03 Revtstons: Fla 'ass: A NO CHANGE TN1S SHEET Checked ay Date: 1070 TECHNOLOGYQRNE NOKOMIS, FL 34275 P.O BOX 1528 NOKOMIS, FL 34274 TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. Deis INTEGRAL FIN ELEVATIONS mrx ALUMINUM PICTURE WINDOW, IMPACT Visibly Better PW-701 Sada: NTS sae- 4 of 10 4259-4 Rate Robert L. Clark, P.E. PE #39712 Structural COMPARATIVE ANALYSIS TABLE 1. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3 /161-IS) GLASS TYPE: B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMA I.G. 3/16HS, 7116" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW WIDTH 49.000 28.500 WINDOW HEIGHT 341)00 39.500 FTL -3835 FTL -3835 FTL -3850 FTL -3850 45.000 46.500 4$.000 A &C 80.0 - 80.0 80.0 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 9.698 11.569 13.441 15.313 15.823 16.333 54.500 A &C B &D 80.0 80.0 -80.0 - 80.0 80.0 80.0 AREA SQ.FT. 10.786 60.000 A &C 80.0 -80.0 B &D 80.0 -80.0 AREA. SQ.FT. 11.875 65.500 A &C 80.0 -80.0 B &D 80.0 -80.0 AREA SQ.FT. 12.964 71.000 A &C 80.0 -80.0 B &D 80.0 - 80.0 AREA SQ.FT. 14.052 76.500 A &C 80.0 - 80.0 B &D 80.0 -80.0 AREA SQ.FT. 15.141 82.000 A &C 80.0 -80.0 B &D AREA SQ FT 80.0 -80.0 16.229 87.500 A &C B &D AREA SQ.FT. 80.0 -80.0 80.0 -80.0 -80.0 -80.0 76.7 80.0 -76.7 -80.0 74.0 80:0 -75.2 -80.0 74.0 80.0 -74.0 -80.0 17.031 7.599 18.167 80.0 I -80.0 74.0 I -74.0 80.0 l -80.0 80.0 -80.0 14.167 16.458 69.9 -69.9 67.2 -68.6 67.2 -67.2 80.0 -80.0 80.0 -80.0 80.0 -80.0 -68.5 -80.0 18.750 63.5 80.0 -63.5 -80.0 19.375 61.3 80.0 -62.3 -80.0 20.000 61.3 80.0 -61.3 -80.0 20.469 21.151 21.833 -63.7 -80.0 57.9 80.0 -57.9 -80.0 56.1 80.0 -57.1 -80.0 56.1 80.0 -56.1 -80.0 22.188 22.927 23.667 -59.7 -80.0 70.7 -70.7 80.0 -80.0 17.318 93.000 A &C B &D 80.0 80.0 -80.0 -80.0 69.1 80.0 AREA SQ.FT. 18.406 96.000 A &C B &D AREA SQ.FT. 80.0 80.0 -80.0 -80.0 19.000 68.8 80.0 22.667 52.8 80.0 -52.8 -80.0 51.9 80.0 -52.1 -80.0 51.9 80.0 -51.9 -80.0 23.906 24.703 25.500 48.3 -48.3 47.6 -48.0 47.6 -47.6 80.0 -80.0 25.625 80.0 -80.0 26.479 80.0 -80.0 27.333 43.6 -43.6 43.4 - 43.2 43.4 -43.4 80.0 -80.0 80.0 -80.0 80.0 -80.0 27.344 28.255 29.167 42.5 -42.5 40.7 - 41.0 80.0 -80.0 29.063 -50.4 41.6 J -41.6 -800 80.0 i -80.0 30.000 26.333 80.0 -80.0 30.031 39.4 -40.1 40.7 I -40.7 79.4 j -79.4 31.000 39.4 -39.4 80.0 -80.0 76.6 -76.6 31.000 I 32.000 NOTES: 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4" TAPCONS. DESIGN PRESSURES ARE LIMITED TO +1 -60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. ALA 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZEJN TABLE 1. WHICH THEIR OVERALL WIDTH14MD HEIGHT DIMENS ONS COMPLETELY FITYVITUJN. Rend 9y: Dale: Revfelone: FLANGED UNIT DESIGN PRESSURES Roved ay Date: Revision R: F.K bates 12/15/03 Revlslone. A CHANGE NOTE 1 ANCHORING WITH 12 SCREWS Drawn 8y. F.K. Date: 7/14/03 Checked 8y. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOK 1529 NOKOMIS, FL 34274 P. Me. ALUMINUM PICTURE WINDOW, IMPACT Visibly Better sear ease: onopmg PW -701 NTS 5 or 10 4259 -4 • • • • • •• • • •••• • • •••• •• •• • • Robert L Clark, P.E. PE #38712 Structural •••• • • •••• ••• • • • •• • • • • • • • •• • • • •••• • • •••• ••• • •• •• COMPARATIVE ANALYSIS TABLE 2. A. 7/16" LAMINATED GLASS (3116 "A, .090, 3 /16HS) GLASS TYPE: B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1/16" LAMI 1.G., 3/16HS, 7/16" SPACE, 7116" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAM! I.G., 3/16HS, 7/16" SPACE, 7116" LAMI (3/16HS, .090, 3/16" HS) WINDOW WIDTH FTL -3835 FTL -3835 FTL -3850 FTL -3850 28.500 34.000 WINDOW HEIGHT 49 000 A &C 80.0 -80.0 80.0 -80.0 39.500 80.0 45.000 -80.0 80.0 -80.0 46.500 48.000 79.4 -80.0 B &D 80.0 1 -80.0 80.0 1 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 79.4 -79.4 80.0 -80.0 AREA SQ.FT. 9.698 11.569 54.500 A &C 80.0 1 -80.0 B &D 80.0 I -80.0 80.0 I -80.0 80.0 I -80.0 13.441 15.313 15.823 16.333 78.9 -78.9 80.0 10.786 AREA SQ.FT. A &C 80.0 -80.0 B &D I 60 000 12.868 80.0 -80.0 80.0 -80.0 80.0 1 -80.0 -80.0 14.950 72.2 ( -72.2 80.0 . I -80.0 74.3 -74.3 80.0 71.9 -73.1 -80.0 80.0 -80.0 17.031 17.599 71.9 -71.9 80.0 -80.0 18.167 67.8 ` -67.8 80.0 I -80.0 65.0 -66.4 80. AREA SQ.FT. 11.875 65.500 B &D 80.0 A &C 80.0 -80.0 AREA SQ.FT. 14.167 78.9 I -78.9 -80.0 80.0 I -80.0 , 12.964 71.000 AREA SQ.FT 14.052 A &C 80.0 -80.0 75. 15.465 3 -75.3 16.458 18.750 o -80.0 19.375 65.5 -65.5 61.7 -61.7 59.6 -60.7 80.0 -80.0 80.0 -80.0 80.0 ! -80.0 17.967 61.1 20.469 21.151 65.0 -65.0 80.0 -80.0 20.000 59.6 I -59.6 80.0 l -80.0 -61.1 56.4 -56.4 54.6 -55.5 - 54. B &D 80.0 -80.0 80.0. -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80. 16.764 76.500 B &D 80.0 -80.0 A &C 80.0 -80.0 72.6 J -72.6 80.0 -80.0 19.476 57.1 80.0 AREA SQ.FT. 15.141 18.063 82.000 A &C 80.0 -80.0 69.4 -69.4 B &D 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 16.229 19.361 53. 22.188 22.927 21.833 6 -54.6 0 -80.0 23.667 -57.1 51.5 -51.5 51.0 -51.3 -80.0 80.0 -80.0 80.0 -80.0 20.984 53.8 -53.8 47.2 23.906 24.703 51.0 j -51.0 80.0 I -80.0 25.500 -47.2 46.6 -46.9 80.0 -80.0 80.0 -80.0 80.0 -80.0 A &C 80.0 -80.0 87.500 B &D 80.0 66.4 -66.4 -80.0 80.0 -80.0 AREA SQ.FT. 17.318 20.660 A &C 80.0 -80.0 65.0 -65.0 93 000 B &D 80.0 -80.0 80.0 -80.0 18.406 21.958 80.0 -80.0 63.9 80.0 -80.0 80.0 AREA SQ.FT. 96.000 A &C 80. B &D 80. -63.9 -80.0 22.493 25.625 26.479 51.0 - 51.0 42.6 -42.6 43.1 I -42.7 -80.0 80.0 -80.0 80.0 -80.0 , 80.0 24.002 27.344 28.255 46.6 -46.6 80.0 -80.0 27.333 48.9 -48.9 I 41.2 -41.2 " 40.4 -40.2 80.0 -80.0 80.0 -80.0 79.7 -79.7 43.1 I -43.1 80.0 I -80.0 29.167 40.4 -40.4 25.510 29.063 30.031 76.0 -76.0 31.000 48.0 -48.0 40.2 -40.2 39.0 -38.9 39.0 -39.0 80.0 -80.0 80.0 -80.0 76.9 -76.9 73.1 -73.1 AREA SQ.FT. 19.000 22.667 NOTES: 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4" TAPCONS. DESIGN PRESSURES ARE LIMITED TO + / - -60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. A 2. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN, 26.333 30.000 31.000 I 32.000 Rand 8y: Flew", By Oat RevV$tons: Date: Revisions: Rend Hy. FK Date: 12/15/03 Rev -Wale: A CHANGE NOTE 1 ANCHORING WITH #12 SCREWS Drawn Ely F.K. 7/14/03 Checked By. Date. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT Visibly Better Ssdesrlkodat RIM -701 sate: NTS Sheet A 6 of 10 Diming 1.10. 4259 -4 • • • • • .. • • .... • • .... • • .... .0.0efirbas wiliblies • .. • • .. .. ,�l Robert L. Clerk, P.E. PE #39712 Structural • • • • • .. .. • • • .... ... • 2.784" MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) Q 0 111 ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (FLANGE FRAME) Rewd Dar: Rand Ry.• Dale: Rout ay: bates Fit .12/15/03 Drawn 8y Data: F K. 7/14/03 MAX. WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) Revtekna: Revtstnns: A NO CHANGE THIS SHEET CO bockd 9y:Date; 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 C 2.784" INSIDE MAX. DAYLIGHT OPENING • • • • • •• • .••• • • .••• • •.• • • • • • •• • u • V • • • • VERTICAL SECTION (FLANGE FRAME) Dom: SECTIONS & CORNER ASS'Y, FLANGED ne« ALUMINUM PICTURE WINDOW, IMPACT Visibly Better PW-701 Make NTS Sheet 7 of 10 Drawing No. 4259 -4 Robert L Clark, P.E. PE *39712 Structural •• • ••• • • • •• MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION . (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) Rend By: Revsd ray: Pend sy :: F.K. Drown By: F.K. Date: ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) Revisions: MAX. WINDOW HEIGHT 2.784" MAX. DAYLIGHT OPENING INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) Revisions: Date.' 17115/03 Revisions: A NO CHANGE THUS SHEET Date: 7/14103 Gieckad fly Dale: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 89X 1529 NOKOMIS, FL 34274 PIG" onstegorK SECTIONS, INTEGRAL FIN rise: ALUMINUM PICTURE WINDOW, IMPACT Visibly Better seriestmadeh PW-701 sorter NTS WNW' 8 a 10 nor mig No. 4259 -4 Raw A • • • •• • • •... • • •••• Rob drt L. Clark, P.E. PE #39712 Structural ITEM DWG NO. PART # 8 DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 11 12 13 14 4255 64255 7/16 LAMI GLASS BEAD 4254 64254 1 1/16 LAMI I.G. GLASS BEAD 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 4224 INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 18 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 20 4262 64262 ARCHITECTURAL CORNER KEY 21 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 22 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .970" I .975° ITEM 10, 7/16 LAMI GLASS BEAD MAT'L: 6063 -T5 DWG NO. 4255 .346" H- .050" ITEM 11, 1 1/16 LAMI 1.G. GLASS BEAD MAT'L: 6063 -T5 DWG NO. 4254 .975" ITEM 1, INTEGRAL FIN FRAME MAT'L: 6063 -T5 DWG NO. 4256A 1.875" t`— .062" 2.784" ITEM 2, FLANGED FRAME MAT'L: 6063 -T5 DWG NO. 4253 Rend By: Dare: ,revisions: Roved Hy. Date: Revsd 8y: Drawn By F.K. Date: 12/15/03 Date: 7/14/03 Revisions: A NO CHANGE THIS SHEET Checked ey Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS; FL 34274 13 GT O88ofpC0A: EXTRUSION PROFILES & PARTS LIST roc- ALUMINUM PICTURE WINDOW, IMPACT Visibly Better mtac PW -701 sue: NTS 9 ar 10 vrm.ma ue. 4259 -4 Rev: A • • • .. • • •••• • • ••• • • • .• • .• APPreved es .911,144s$ Marla Oft • • • • • Robert L. Clark, P.E. PE #39712 Structural • .130" DIA. M N. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 114" MAX. I- SHIM I RI! WZIEWEEIMEMINMEMIll #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. A 1 1/2" MIN. EMBEDMENT f 1/4" TAPCON, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. A (SEE NOTE 1) ■ 1/4" MAX. 14. od SHIM ■■! •'";*. „' b•. 1 1/4" MIN. • ° • • EMBEDMENT • a . •a a••, • 1-j• .A d • • CONCRETE - *A • w• } FLANGED DETAIL D (SILL ONLY) NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. d 2. A - IN MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. 2x WOOD BUCK (SEE NOTE 2) 1/4" MAX. f SHIM I INTEGRAL FIN DETAIL B 111*An 1 1/4" MIN. •.. ti EMBEDMENT: - Q • • •• : • , •• lx WOOD BUCK (SEE NOTE 2) #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. Q 1 1/2" MIN. EMBEDMENT 2x WOOD BUCK (SEE NOTE 2) 1/4" MAX. I- SHIM I FLANGED DETAIL C 1/4" TAPCON, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. A (SEE NOTE 1) 1/4" MAX. f SHIM f SOLID CONCRETE FOR HEAD & SILL - OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E Raved By. Dale: Rend By. Date= Revel Ely: Data: F.K. 12/15/03 Dradvn 6y: Data: .K. 7/14!03 Rsvtsbnv: Rotators: Rolston.% A CHANGE NOTE 1 AND FASTENER SPACING CJreskad By. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMJS, FL 34274 Et3T Visibly Better Desatatkan ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT se estMcdet PW -701 NTS Shen 10 10 No. 4259-4 • • • • • •• • • •••• • •••• � • • so•• , ••• X72 l ' 04 • l• • M • maw t..: 'Amiga C • • • •• • Robert L Clark, RE. PE #39712 Structural •••• • • •••• ••• • •• •• • •• • •• • • • • •• • • •••• • • •••• ••• • • • • 36 1/8" MAX. oxxo 71 3/4" MAX. 25" MAX. t"-- 25" MAX. } DLO I DLO � 1 � / ACTIVE � I { toe ' .. INACTIVE > r ITEM -BOLT SSUUDDE2BOLi , (INACTIVE) TOP & BOT. 1. 2 POINT LOCK OPTION ITEM 41 (ACTIVE) f, ,zr I l f f ; '1 X 36 1/8" MAX. 33 3/8" MAX. DLO +� LARGE MIaSILE IMPACT DOORS 1.) GLAZING OPTIONS: (SEE SHEET 4 FOR GLAZING DETAILS) OPTION 1 - .402 (3/8 ") LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 1/8" ANNEALED) OPTION 2 - .402 (3/8 ") LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 1/8" HEAT STRENGTHENED) OPTION 3 - 7/16" LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 3/16" ANNEALED) OPTION 4 - 7/16" LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 3/16" HEAT STRENGTHENED) 2.) DESIGN PRESSURE RATING: (SEE TABLES SHEET 3) 3.) ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHOR SPACING SEE NOTES 6 AND 7, SHEET 3. 4.) SHUTTER REQUIREMENT: SHUTTERS NOT REQUIRED. 5.) REFERENCES: TEST REPORTS FTL -2067, 2241 AND FTL -2612 ELCO TEXTRON NOA 04- 0721.01 AND 03- 02255.05 ANSI /AF &PA NDS -2001 FOR WOOD - CONSTRUCTION 6.) SEALANT =TO BE APPUED AROUND THE FRAME CORNER & PANEL CORNER SEAM. 7.) THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH Va_OCITY HURRICANE ZONE (HVHZ). &) -CONFIGURATIONS: OXXO, OXQ, Cam., X . X. X AND 0 ASTRAGAL INTERSECTION (SEE NOTE 6 & CLUSTER A DETAILS A, 8, E & F, SI-IEE / 3) HEAD - CONC (3), WOOD (7) SILL - CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS } 13 1/4" HINGE LOC. TYP. 96" MAX. CENTERLINE HINGE LOC. TYP. 13 1/4" HINGE LOC. TYP. -27/ Robert L. Clark ; -P.L. FE #39712 StructurcI 36 1/8" MAX. 33 3/8" MAX_ DLO 0X0 37 1/2" MAX. 25" MAX. DLO 36 1/8" MAX. 33 3/8" MAX. DLO 85 1/8" MAX. DLO TYP. 6 1/2" MAX. 13 1/2" MAX. O.C. INDUSTRIES DOOR- SIDELITE INTERSECTION (NOTE 6 & CLUSTER DETAILS, C, D, G & H, SHEET 3) AN ANCHORAGE CONDITION HEAD - CONC (3), WOOD (7) SILL - CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS Revsd By: Revs? 8y: F.K. Date: 7/15/06 Dote: 9/22J06 Revisions: E ADD CONFIC . REVISE ANCHORAGE Revisions:( -ADD F7'L -2612 & MISC. MARKED CHANGES Drown By: D.B. Date: 7/12/99 • • • • • •• • • 21" MAX. O.C. CONCRETE 13 1/2" MAX. O.C. WOOD TYPICAL ALL CONFIG. OXX-Q & OXO 6" MAX. • • .••• ••• • • • •■ • t •.••N• • • ••.• • •••• • ,_•••• • • • w1� Orl�fe�ii� L • O•'I }ie'4 f b 7�'. Xe • >�te FFii. �� 2C aut Mal Mt& Whim • ••. • • •• • • • •• • • • .• Description: ELEVATIONS OXXO & OXO 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. ROX 1529 NOKOMIS, FL 34274 Title: ALUMINUM FRENCH DOOR W/ SIDELITES Series/Modai: Scale: Sheet: Drawing No. FD 101 1 S 1 of 9 972 Raw F • •• • XX 71 3/4" MAX. 25" MAX. r� 25" MAX. DLO -1 I I 11_ DLO I iiiiiiIIIIIIIII II III ! Il II `•. Iv ACTVE 2 POINT LOCK OPTION £ ITEM 41 (ACTIVE) DEAD -BOLT ITEM 32 / , f // ACTIVE i I = ! Let, ` INACTIVE it f ./ DEAD -BOLT ITEM 32 ' \ 11 SLIDE BOLT ITEM 21 (INACTIVE) TOP & DOT. ®2 POINT LOCK OPTION ITEM 41 (ACTIVE) , i / / t 13 1/4" HINGE LOC. TYP. CENTERLINE HINGE LOCATION 7YP. 13 1/4" HINGE LOC. 7YP. n L ASTRAGAL INTERSECTION (SEE NOTE 6 & CLUSTER DETAILS A, B, E & F, SHEET 3) HEAD - CONC (3), WOOD (7) SILL - CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS 33 3/8" MAX. — 36 1/8" DLO AMAX WIDTH 85 1/8" MAX. DLO ® 21" MAX. 0.C. CONCRETE 13 1/2" MAX. O.C. -WO©D- 96" MAX. HEIGHT 37 1/2" MAX. - 25" MAX. DLO E ..1 85 1/8" MAX. DLO TYP. 96" MAX. - --T 13 1/2" MAX. 1 O.C. 6" MAX 6" MAX. LOCK OPTION Alti (.AIVE) "DEAD -BOLT / ITEM 32 1.1 / XC O OX(XOSHOWN) 37 1/2" MAX. 25" MAX. r DLO - --f 13 1/2" MAX. O.C. WOOD OR CONCRETE TYPICAL ALL X & 8.5 1/8" MAX. DLO TYP. 96" MA'ACTVE) .i9 1/2" 1W. 6 1/2" MAX. 13 1/2" MAX. O.C. 6 1/2" MAX. - 13 1/2" MAX. O.C. DOOR- S /DELITE INTERSECTION (NOTE 6 & CLUSTER DETAILS, C, D, G & H, SHEET 3) ANCHORAGE CONDITION HEAD - CONC (3), WOOD (7) SILL - CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS Robert L. Clark, P.E. PE #39712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 Date: 7/15/06 Date: 9/22/06 36 1/8" MAX. 33 3/8" MAX. DLO I • . • • • • S. • • 21" MAX. 0.C. CONCRETE 13 1/2" MAX. O.C. WOOD •... • • • 5555 •.• • • • •• • 6" MAX. • •• • • • ELEVATIONS - XX, X, XD, OX AND 0 TRW- AL UMINUM FRENCH DOOR W/ SIDELITES Series /Model: Scale: Sheet: Drawing No. Rev: F0 -101 NTS 2 of 9 972 F iiiiiiIIIIIIIII II III ! Il II `•. Iv ACTVE 2 POINT LOCK OPTION £ ITEM 41 (ACTIVE) DEAD -BOLT ITEM 32 / , f // III 1 II': I' , 6 1/2" MAX. - 13 1/2" MAX. O.C. DOOR- S /DELITE INTERSECTION (NOTE 6 & CLUSTER DETAILS, C, D, G & H, SHEET 3) ANCHORAGE CONDITION HEAD - CONC (3), WOOD (7) SILL - CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS Robert L. Clark, P.E. PE #39712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 Date: 7/15/06 Date: 9/22/06 36 1/8" MAX. 33 3/8" MAX. DLO I • . • • • • S. • • 21" MAX. 0.C. CONCRETE 13 1/2" MAX. O.C. WOOD •... • • • 5555 •.• • • • •• • 6" MAX. • •• • • • ELEVATIONS - XX, X, XD, OX AND 0 TRW- AL UMINUM FRENCH DOOR W/ SIDELITES Series /Model: Scale: Sheet: Drawing No. Rev: F0 -101 NTS 2 of 9 972 F COMPARATIVE ANALYSIS TABLE 1. - GLASS OPTION 1 318" LAME (3/16" HEAT STRENGTHENED .090 PVB 118" ANNEALED) ANALYSIS (3/16" HEAT (3/16" HEAT (3116" HEAT HEIGHTS CONFIG. WIDTH 79.750 -4-75.01-75.0 83.750 87.750 91.750 95.750 O 30.000 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 ` -75.0 +75.0 -75.0 33.000 +75.0 s -75.0 +75.0 -75.0 +75.0 . -75.0 +74.2 i -74.2 +71.9 s 71.9 36.125 +75.0; -75.0 +75.0_ -75.0 +71.51-71.5 +67.81-67.8 +64.4 -64.4 X 37.500 +75.0! -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 ' -75.0 XX 71.750 +75.01-75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 OX, X0, OXO, OXXO DESIGN PRESSURE • WIDTH DP OF ABOVE SIDELITE COMPARATIVE 318" LAMI 7/16" LAMI 7/16" LAMI CONFIG. ANALYSIS (3/16" HEAT (3/16" HEAT (3116" HEAT TABLE 2. - GLASS OPTIONS 2, 3 AND 4 STRENGTHENED .090 PVB 1/8" HEAT STRENGTHENED) STRENGTHENED .090 PVB 3116" ANNEALED) STRENGTHENED .090 PVB 3116" HEAT STRENGTHENED) HEIGHTS WIDTH 79.750 83.750 87.750 91.750 95.750 0 36.125 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.01-75.0 - X 37.500 +75.01 -75.0 +75.0 -75.0 +75.0 1 -75,0 +75.0 -75.0 +75.01 -75.0 XX 71.750 +75.0 -75.0 +75.0 -75.0 +75.01-75.0 +75.01-75.0 +75.0 -75.0 OX, XO, OXO, MOO DP (ALL HEIGHTS TO 95.750) +75.0 -75.0 �- -- 8 MAX. --I 4" MAX. 4" MAX. 4" MAX. 8" MAX. NOTES: 1.) NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. 4 2.) POSITIVE DESIGN LOADS BASED. ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3.) GENERAL: DAY LIGHT OPENING (DLO) HEIGHT = DOOR HEIGHT -10 7/8 ". SIDELITE DLO WIDTH = SIDELITE WIDTH -2 3/4 ". DOOR PANEL DLO WIDTH = PANEL WIDTH -12 1/2 ". 4.) THE DP FOR XO, UX QxQ AND OXXO DOORS' EQUALS THE DESIGN PRESSURE FOR THE LARGEST SIDELITE (Q) COMPONENT. 5.) APPROVED ANCHOR TYPES: WHERE FLAT HEAD ANCHORS ARE REQUIRED THEY MUST BE #12 HEAD OR ELCO TRIMFIT HEAD. A. 1/4" ELCO TAPCON B. 1/4" ELCO SS4 CRETE-FLEX C. #12 STEEL SCREW (G5) 6.) ANCHORAGE: ANCHOR TYPES A OR 8 IN CONCRETE. ANCHOR TYPES A, B OR C IN WOOD. HEAD & SILL: 6 1/2" MAX. FROM CORNERS AND 13 1/2" MAX. O.C. ANCHOR TYPES A OR CONCRETE SUBSTRATE• HEAD AT ASTRAGALS: 4" MAX. EACH SIDE OF CENTERLINE & (1) ANCHOR ON CENTERLINE (TOTAL 3). SEE DETAIL A. HEAD AT DOOR - SIDELITE INTERSECTION: 4" MAX. ON SIDELITE SIDE AND 4" & 8" MAX. ON DOOR SIDE (TOTAL 3). SEE DETAIL C. SILL AT ASTRAGALS & DOOR- SIDELITE INTERSECTION: 4 ", 8" & 12" MAX. EACH SIDE OF CENTERLINE (TOTAL 6). SEE DETAILS B & D. SIDELITE JAMBS: 6" MAX. FROM CORNERS AND 13 1/2" MAX. 0.C. DOOR JAMBS: 6" MAX. FROM CORNERS AND 21" MAX. O.C. ANCHOR TYPES A, B OR C WOOD SUBSTRATE: HEAD AND SILL AT ASTRAGALS: 4 ", 8" & 12" MAX. EACH SIDE OF CENTERLINE & (1) ANCHOR ON CENTERLINE TOTAL (7). SEE DETAILS E & F. HEAD AND SILL AT DOOR - SIDELITE INTERSECTION: 4 ", 8" & 12" MAX. ON SIDELITE SIDE AND 4 ", 8 ", 12, & 16" ON DOOR SIDE (7). SEE DETAILS G & H. DOOR AND SIDELITE JAMBS: 6" MAX. FROM CORNERS AND 13 1/2" MAX. O.C. DETAIL A (ASTRAGAL HEAD) DETAIL C (000R-SIDELITE HEAD) X 12" MAX. H 8" MAX. CONCRETE SUBSTRATE X X i'I].I --w 1-- 4" MAX. DETAIL B (ASTRAGAL SILL) 12" MAX. 8" MAX. 4" MAX. DETAIL D (DOOR - SIDELITE SILL) 8" MAX. 8 A --i 4" MAX. DETAIL E (ASTRAGAL HEAD) DETAIL G (DOOR- SIDELITE HEAD) WOOD SUBSTRATE X X x 72" MAX. 8" 0144.X. DETAIL. F (ASTRAGAL SILL) - =LRobert L. Clark,- RE. PE {f::1g71? Structural .1-- INDUSTRIES 16" MAX. -I 12" MAX. 8" MAX. 4" MAX. DETAIL H (DOOR - SIDELITE SILL) Revsd 9y: Date: Revisions; E- CONDENCE TABLES F.K. 7/15/06 & RE!?SE ANCHORAGE Revsd By: Date: Revisions: F- REVISE TABLES & F.K 9/22/06 M-D ANCHORAGE. ADD DETAILS. Drown By. Date: D.B. 7/12/99 Description: • • • • • •• • • •••. • • •••• ••• • • • •• 1 • • •••• • • •••• • • • •• • • ,,1_ .0:'..o .tea°' '~ ilr• • • •••••• • • • • •••4• • • • • ..•..• • • DESIGN PRESSURE TABLES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 7529 NOKOMIS, FL 34274 Title.. ALUMINUM FRENCH DOOR W/ SIDELITES Ser.e3 %Model: PO -101 Scale: NTS Sheet: 3 of 9 Drawing No. 9 72 Rev: F r3/16" HEAT STRENGTHENED .090 1NTERLAYER (SEE NOTE) 1/8" ANNEALED .437 EXTERIOR DOOR 3/16" HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) 1/8" ANNEALED .437 EXTERIOR GLAZING OPTION 1 .402 (3/8") LAMINATED 3/16" HEAT STRENGTHENED -- .090 INTERLAYER (SEE NOTE) 3/16" HEAT STRENGTHENED .271 EXTERIOR DOOR SIDELITELS 3/16" HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) 1/8" HEAT STRENGTHENED .437 EXTERIOR -- 3/16" HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) 3/16" HEAT STRENGTHENED .271 EXTERIOR SIDELITES GLAZING OPTION -4 7/16" LAMINATED DOOR 3/16" HEAT STRENGTHENED .090 1NTERLAYER (SEE NOTE) 1/8" HEAT STRENGTHENED .437 EXTERIOR GLAZING OPTION 2 .402 (3/8") LAMINATED REFERENCE TEST REPORT: FTL -2067 SIDELITES -- 3/16" HEAT STRENGTHENED 3/16" HEAT STRENGTHENED •— .090 INTERLAYER (SEE - NOTE) .090 INTERLAYER (SEE NOTE) 3/16 " ANNEALED 3/16" ANNEALED EXTERIOR I A EXTERIOR .437 DOOR S1DELITES GLAZING OPTION 3 7/16" LAMINATED NOTE: INTERLAYER MAY BE DUPONT BUTACiTE PVB OR SOLUTIA SAFLEX /KEEPSAFE MAXIMUM. Robert L. Clark. P.E. PE 09712 Structural INDUSTRIES Revsd By: F.K. Revsd By: F.K. Drown By: D. B. Dote: 7/15/06 Date: 9/22/06 Revisions: E —NO CHG THIS SHT Revisions: F —ADD SOLUTIA & EXT. Dote: 7/12/99 • • • •• • • •..• • • •.• • • .••• •.• • • • S. • • •• • • Resistor rite rtth the flertda •ts jilplivolles Mete IAA -a 1111tYiu • • • • • .•.••• • • • • •••••• • • • Description. GLAZING DETAILS 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 Title. ALUMINUM FRENCH W/ SIDELITES Series/Model- FD— 101 Scale: NTS Sheet: 4 of 9 Drawing No. 972 Rev: F • OUTSWING EXTERIOR SEE SHEET 3 FOR ANCHORS ROUGH OPENING 3338 MAX. DL .830 SIDELITE 3.00 SEE SHEET 3 FOR ANCHORS 1 1/4 MAX. SHIM TYp. 3.100 OPENING ROUGH A ACTIVE 71 3/4 MAMIE 1.479 OUTSWING 1.479 EXTERIOR I I 5.459 4.000 INTERIOR MEWS ROUGH OPENING INTERIOR 96 MAX. HT. @or 93.615 85" MAX. DOOR IIT. DLO 85 1/8 MAX. DLO xx A ACTIVE INACTIVE THRU DOOR 4.000 4.586 THRU S1DELITE OUTSWING SEE SHEET 3 FOR ANCHORS ROUGH OPENING OUTSWING 1.489 3.000 ROUGH OPENING .750 3.400•••• • • • • .• • ••• • • • • • ••••0• • • • • VERTICAL SECTIONS • • •.• • • •••• • • • • ACTIV • ett ••• tab sa HORIZONTAL SECTIONS OUTSWING 37 1/2 EXTERIOR Revsd 8y: F.K. Revsd 8y: F.K. Dro 3.000 ROUGH OPENING INDUSTRIES x 5 MAX. /AT' DLO INTERIOR A Au Robert L. Clark, P.E. PE #39712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 n 8}^ D.B. Dote: 7/15/06 Date: 9/22/06 Dv e: 7j12 /9.9 Description: SECTIONS Title: Revisions: E —ADD X & XX SECT. Revisions: F —ADD rod 47 & LOCK CtAR1RCATJON ALUMINUM FRENCH DOOR W/ SIDELITES Scale: Sheet: Drawing No. Rev: Series/Model: FD -101 NTS 5 of 9 972 F • • • Robert L. Clark, P.E. PE #39712 Structural ITEM 1 2 3 DESCRIPTION 4 5 6 7 DOOR HEAD /SILL (AL. 6063- T5/062 WALL) DOOR JAMB (AL. 6063- T5/.062 WALL) DOOR ASTRAGAL INT. (AL.-6063-T54062 WALL) .250 x .187 FINSEAL W -STRIP WSW'. CHANNEL (AL. 6003-T52050 WALL) FRAME JAMB (AL. 6063 -T6 /.050 WALL) FRAME HEAD (AL. 6063- T6/.050 WALL) 8 1 1/2 x 1" PAD Y.T. ; VENDOR VENDOR # 60P5 ALUMAX 60376 ALLUMAX AF -10375 AF-10376 60377 ALUMAX AF -10377 67924G SCHLEGEL CORP. 60379 FS7924- 187 ALUMAX Af -10379 60380 ALUMAX AF -10380 60411 ALUMAX AF -12376 9 10 11 12 13 14 Outsw. Threshold (AL. 6063- T6/.062 WALL) 5/16x18 THREADED ROD Truss Clamp (AL. 6063- T5/062 WALL) 5/16x1/16 TRUSS WASHER 5/16x 8 TRUSS NUT FRAME SCR. COVER CAP 61069 ALUMAX AF -12375 6TRODA FASTEC INDUSTRIAL 60378M ALUMAX AF -10378 7WASHA fA$TEC INDUSTRIAL 7JNUTA FASTEC INDUSTRIAL 41722W PGT INDUSTRIES 41722W 15 16 17 18 9 20 ®, 21 22 23 24 25 26 27 28 A 29 30 STRIKE PLATE . 7955X CAMCORP STRIKE PLATE INSERT 10x3/4 SCR. FLT. HD. PHIL 41721 PGT INDUSTRIES 41721 HINGE ASSY. 71034A MERCHANTS FASTENER 10x.625 SCR. FLT. HD. PHIL ,7FRMOW NATIONWIDE IND. 71058FP MERCHANTS FASTENER 10x1 2 SCR. FLT. HD. PHIL. 71OXI2PPW MERCHANTS FASTENER A A A A A A 31 32 TOP 80TT. SLIDE' BOLT LOCK (INACTIVE PANEL) 6x1/2 FLT. HD. PHIL. 41720 POT INDUSTRIES 41720 7612FW MERCHANTS FASTENER $ x 1 SC-. PAN HD. QUAD. 6x718 ,SCR. FLT. PHIL. LOCI SUPPORT ASS Y. 6x3/4 FLT. HD. PHIL. .200 x .190 QLON 781 PQA FASTEC INDUSTRIAL 7PWSWA FASTEC INDUSTRIAL 4UBLOK PGT INDUSTRIES 4UBLOK 7634F- FASTEC INDUSTRIAL 6Q200K SCHLEGEL CORP. +200X190 .375 x .190 QLON 6Q300W SCHLEGEL CORP. Q375x190 3 POINT LOCK ASSY. (ACTIVE PANEL) FD3PTAY PGT INDUSTRIES FD3PTAY LOCK ACTIVE LOCK UMMY) 7L0KAP HARLOCK 100 7LOKIP HARLOCK 880 DEAD -BOLT LOCK 33 34 35 36 37 38 Rolled Alum. Glaz. Bead SILICONE 7BLTIP 65163 HARLOCK 820 FLORIDA SCREEN 05 -163 SIDELITE JAMB (AL. 6063- T6/.050 WALL) SIDEUTE HEADER (AL. 6063- T6/.075 WALL) 62899C DOW CORNING, 899 OR EQUIV. 60381 ALUMAX AF -10381 60414 ALUMAX AF -10414 SIDEUTE BOTTOM RAIL (AL. 606.3-T6/.075 WALL) 60415 ALUMAX AF-10415 .402 Laminated (.187 HS/.125 Annealed w/ Dupont or Solutia Saflex /Keepsafe Maximum Inner Layer) Butacite PV8 PPG LOF 39 40 41 42 43 SEAM SEALER SIDELITE JAMB ADAPTER [REINFORCEMENT) 2 POINT LOCK OPTION ACTIVE PANEL) 18 x .750 Ph. FI. Tek 6SM55W SCHNEE /MOREHEAD 61641 ALUMAX SM5504 AF -11641 7978LA8 SULLIVAN & ASSOC. 7834FPT SPENCER PRODUCTS 44 45 46 47 .402 Laminated (187 HS/ 125 HS w/ Dupont Butacite PVB or Solutia Saflex /Kee afe Maximum Inner Layer) DOOR ASTRAGAL EXT. AL. 6063- T5/.062 WALL) 7`16" Laminated (3 16" HS & 3/16' Annealed w/ Dupont Butacite PVB or Solutia Saflex /Keepsafe Maximum Inner Layer) 7/16' Laminated (3/16 HS & 3/16" HS w/ Dupont Butacite PVB or Solutia Saflexx/Keepsafe Maximum Inner Layer) 16984 PPG. LOF KEYMARK PPG. LOF • • • • ••• s• PPG L • rjF•� • ••• 0-004 FILLER HEAD ADAPTER, DRIP CAP (AL. 6063- T6/.050 WALL)1 6533016 ALUIIAk • 154 •• • . • •• INDUSTRIES Revsd By: F.K. Dote: 7/15/06 Revsd By: F.K. Dote: 9/22/06 Revisions: E- REMOVE QTY. COL. Revtsions:F -ADD ITEM 47 CLEARIFY LOCKS 41 & 21 Drown By: Date: D.B. ,7/12/99 Description: • • 0000 0000 •0 • • • • • 000,0 404,0•• •i ft • 1 4 4.000 1.750 DOOR PANEL HEAD & SILL 1 6063 -T5 ALUM. 050 , 1.620 .250 ---I L WEATHER STRIP CHANNEL 6063 -T5 ALUM. 18 HINGE EXTRUSION 6063 -T5 ALUM. 4.100 1.750 .062 -- 2 DOOR PANEL JAMB 2 6063 -T5 ALUM. .125 1.500 —1 .750 L t1 TRUSS CLAMP 6063 -T5 ALUM. 4. 00 1.750 .062 ----- 3 0 DOOR PANEL, INTERIOR ASTRAGAL 6063 -T5 ALUM. 1.272 4.675 3.000 FRAME HEAD 6063 -T6 ALUM. i 1.479 I Robert L. Clark, P.E. PE #39712— Structural_ - 4.675 1.750 - 4.100 44 ODOOR PANEL, EXTERIOR ASTRAGAL 6063 -T5 ALUM. 3.000 .050 1.489 3.000 OUTSWING THRESHOLD 9 6063 -T6 ALUM. 1.480 --- -- .050 FRAME JAMB 6 6063 -T6 ALUM. INDUSTRIES Revsd 8y: F.K. Revsd By: P.K. Drawn By: F K. Description: Date: 7/15/06 Dots: 9/22/06 Dote: 9/9/02 Revisions: E UPGRADE ALLOY,6,7&9 Revisions: F –NO CHG THIS 5HT • • • • • 0• • • 0000 • • •••• •0• • • • •• ••• ••0• • • • • • • fadaver amine • D.e, "L ;. :it .41//fisiejiirsol,t4:1014. •5• •• • • •• • • •.0 •• • • •0. • • • •0• • •.• •• • •• arias EXTRUSIONS PROFILES, DOORS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 lids: ALUMINUM FRENCH DOOR.__W/ SIDELITES Series /Mcde&: Scale: Sheet: Drawing No. FD -101 NTS 7 ar 9 972 Rey. F • ••• • • 3 7 SIDELITE 6OTTOM RAIL 6063 —T6 ALUM. .830 --- 2.980 .050 4O SIDELITE JAMS ADAPTER 6063 —T6 ALUM. 5.459 36 SIDELITE HEADER 6063 —T6 ALUM. r— .062 7 FILLER HEAD ADAPTER 6063 —T6 ALUM. .890 .050 3.000 1.578 SIDELITE JAMB 35 6063 —T6 ALUM. .550 c. Robert L. Clark, P.E. PE 439712 Structural INDUSTRIES Revsd By: Dote: P.K. 7 15/06 Revsd 8y: Do e: F.K. 9/22/06 Drawn By: Date: F.K. 9/9/02 Revisions: E— UPGRADE ALLOY, ALL Revisions: F —ADD ITEM 47 • • • • • •• • • ••. •• • •5550• 5 •..• • • • • U.S. • •0005• •• • mob At Ny Plarstan * rr shifts • •0•: •• • • •0• •• • • ••• • •.•'• ••• •• • • 41)tio:: • Description: EXTRUSIONS- PROFILES, SIDELITES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM FRENCH DOOR W/ SIDELITES Series /Model: FO -101 Scale: NTS Sty eel: 8 of 9 Drawing No. 972 Rev: F } 1 3/8" MIN. } 1x WOOD BUCK (SEE NOTE 2) A e. i!1• ' I.I I14 • • 1/4" r SHIM CONCRI_It, ANCHOR (SEE NOTE 1) WOOD ANCHOR (SEE NOTE 1) TYP. HEAD 1 3/8" MIN. 1/4" MAX. SHIM TYP. JAMB CONCRETE ANCHOR (SEE NOTE 1) l • .' 1 3/8" MIN. f • Q 4 1 3/8" 2x WOOD BUCK (SEE NOTE 2) WOOD ANCHOR (SEE NOTE 1) CONCRETE ANCHOR (SEE NOTE 1) 2x WOOD BUCK (SEE NOTE 2) TYP. HEAD 1 1/4" MIN. 1/4" MAX. SHIM }-.- TYP. JAMB 112 FI4 SMS 1/4" MAX AT JAMB SPACIN SEE NOTE 4 (SEE NOTES 6 & 7, sr-ff. WOOD ANCHOR (SEE NOTE 1) 1 3/8" MIN. Ii e.: l l•: d , 4 :V° • TYP. SILL 1/4" MAX. SEE NOTE 4 TYP. SILL TYP. JA1v/B/SIDELITE 2x WOOD BUCK (SEE NOTE 2) a 4. 1/4" r SHIM MAX } 1 3/8" AWN. 1x WOOD BUCK (SEE NOTE 2) a , 3 . a. . (1..4, 1 a a • ' • a I A°• a 411 1/4" MAX. SHIM CONCRETE ANCHOR (SEE NOTE 1) TYP. SIDELITE HEAD CONCRETE ANCHOR (SEE NOTE 1) 1 3/8" M1N. 1x WOOD BUCK (SEE NOTE 2) 16 - °a 4 ai 1• e • d °* • TYP. SIDELITE SILL T---- 1 3/8" MIN. 1 3/8" MIN. } 2x WOOD BUCK (SEE NOTE 2) 1/4" i MAX. SHIM WOOD ANCHOR (SEE NOTE 1) TYP. SIDELITE HEAD WOOD ANCHOR (SEE NOTE 1) TYP. SIDELITE SILL 2x WOOD BUCK (SEE NOTE 2) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4 SS4 CRETE —FLEX. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (05), 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE —FLEX. MINIMUM DISTANCE FROM ?It1OR TO CONCRETE EDGE IS 1 3/4 ". SEE SHEET 3 FOR ANCHOR SPACING DETAILS. FLATHEAD ANCHORS, WHERE REQUIRED, T(( BFs•1L12 TRAM. HEAD. 1111• 1111 • ••• • • • •0 1100 2. WOOD BUCKS DEPICTEC IN THE SECTIONS ON THIS PAGE AS 1 x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ", WOOD BUCKS DEPICTED AS 2x ARE .1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. .3. WOOD BUCKS LESS THAN 1 1/2" THICK ARE OPTIONAL (PRODUCT MAY BE INSTALLED DIRECTLY TO CONCRETE). 4. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, GROUT OR OTHER MAT'L (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. 77" obert L Clark, P.E. PE #39712 Structural INDUSTRIES Revsd By: F.K. Revsd By. Dote: 7 /15/06 Revisions: E REVISE ANCHORAGE Revisions: F —NOTE 1 EDGE DIST. F.K. Drown By: Dote: D.B. 7/12199 Date: 4/22/06 • •00• • • • • 00.0 • lW" 1111• whir tiOrcietido •• • •• • • •.• •• • • ••• • • • •0 00• • • • •• ••• ta• • at • • �, •. .•• • Description: ANCHORAGE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title ALUMINUM FRENCH DOOR W/ SIDELITES Sheet: Drawing No. Rev: 9 of 9 972 F Series/Model: FD -101 Scote: NTS Amcmpyul La JUL 182U1- B Y: Lam' SUBJECT TO COMPUAN Iii VNTN ALL EDERAL STATE AND COUNTY RULES AND REGULATIONS • • • • • CITY •••• ••. ••••••CO • • • • • • • • ••••• • . • •••• ••• • • •.. •••• • • • • • • • • • • • •••• • • • • • t