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WS-10-2193Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 158569 Permit Number: WS -12 -10 -2193 Scheduled Inspection Date: March 25, 2013 Inspector: Bruhn, Norman Owner: CONDO, SHORES PLAZA EAST Job Address: 715 NE 91 Street BLDG A Miami Shores, FL 33138 -0000 Project: <NONE> Contractor: THE COMPANIES OF R&S INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 113206044001 Phone: 305 - 256 -6666 Building Department Comments INSTALLATION OF 29 WINDOWS AND 1 DOOR IMPACT AS PER LETTER SENT FROM CONDO, OK TO APPROVE 180 DAYS EXTENSION 9/2/11 03/01/2013 - PERMIT RENEWAL PER B.O. NORMAN BRUHN. NEW EXPIRATION DATE APRIL 4, 2013. Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 158534. CREATED AS REINSPECTION FOR INSP- 157209. CREATED AS REINSPECTION FOR INSP- 154199. Entry door must not have special knowledge to open. Two locks are not permitted. Same comments. NB March 22, 2013 For Inspections please call: (305)762 -4949 Page 9 of 48 11111111111111111111111111111111111111111H NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain reai property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. CFN 2013R0172630 OR 8k 28516 Ps 0276; (1Ps) RECORDED 03/05/2013 13334t43 HARVEY RUVII4 CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 1. Legal descrip • I .f pro • > and stree dress_ 2. Description of improvement 3.Owner(s) name and address: " s�; S ' s '=' Lfr, NE-- .9 1 S li, 33150 Interest In property: Name and address of fee simple titleholder: $41 -1E- em) IO 4. Contractor's name, address and phone number: - % C.0l yP .5 \ `3 * 5 t■... 8 "I i r 9tA 1 pct • c1'C Ao t- 30'8 ^Z5 46sCoCn 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE CO MENCING OR RECORDING YOUR NOTICE OF COMMENCEMENT. TATE OF FLORIDA, COUNTY � Signatures) of r(s}e e•,,. • I ...• :. • a r/DIrector/Partnerlt l tthisisa#rlta� ,_ Prepared Print Name ( g .� Prepared , . r:, � � . _� - Print Name ' k , A ri L3�/1ir:a, Title /Office 1j 1� ('I- � t ©E...z -C' , S Qk L • Title /Offi .rn STATE OF FLORIDA HAR RUVI` CL ' , y;Ji ys •' ' " COUNTY OF IAMI -DADE t The foin� men wq fwed before me this day o' c�►�i> i By ��'4 tt f P Individually, or la as for �^ IV Personally known, or Cl produced the following type of ldentificatiap Signature of Notary Public: Print Name: (SEAL) I. D Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. 1.�� Signature(s) 01,14 - Owne By My Comm. Expires Sep 23, 2015 e: -to.- o,• Commission # EE 128810 f tg° Bonded Through National Notary Assn. ed Officer/Director/Partner/Manager who signed above: By 15to *E- ` 31- At)- i k c z o vat_ 8 �.I F g 14.0 N £ #l�l °i i to 0 0 -mat Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: FBC 20 Permit No. Master Permit No. t.J1/413 1 O °' ? ROOFING cit 57 City: Miami Shores County: Miami Dade Zip: -' 3 k '7z6 Folio/Parcel #: Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): S- Lk 1 03 +-) tS,d Phone #: o -15 T Address: 7t{ 5- t' I ( S �--t City: M' •k\ S irk d -9S State: Za)t?%■®PN Zip: 31 38 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: 1.4(C-- NA.? k�� 8 `►x ° Phone #: 36 Z"C'C — (L Address: e"-AS e"-AS 1 2� -�e_.r f City: 1-k; State: —E (L (fir Zip: `'3 3 \-1 to Qualifier Name: ••j 4k-3 T- O'er t' Phone #: State Certification or Registration #: C G ®, 1 Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: A r c h i t e c t / E n g i n e e r : 0 S t& L Phone #: 724 — 6-'41 - 9 `i' Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition , ❑Alteration ❑New ❑Repair/Replace Description of Work: A-Nitcx i j., D(2.. N.caf Color thru tile: ❑Demolition t. fj ** *err* * ** **** ****,r** ** **** **+,r**** ***Fees *err ****** ****** * * ** ** *** *x ***** ****** *** ** J Submittal Fee $ Permit Fee $ ,.r. CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a.. roved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this 13 day of 2013 , by Cit142-LAD S 'Aa,A,VFt_1 who i ' s ersonally known tom u e or who has produced As identification and who did take an oath. ``'11111111 l t r /i /to, .� bpi Sign: �f �-- `rr ® t0 NOTARY PUBLIC: Print: 0 6 Eyler My Commission Expires: %'f�✓� '49O °"IIi to m0��\```. APPROVED BY Contractor T e fore . g instrument was acknowledged before me this / l day of P— U 201 , by JOhin 1. oawf,41, who personally known me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ! i� Y Sign: �, 0 <*� P °te, LAURA I RMA1w a, • Print: R ✓i lg ✓1 ' * MY COWAISSION t EE 864425 1 EXPIRES: January 10, 2017 .44.0,1,00 Bonded Thu Budget Notary Services My Commission Expires: I� �q /V /c17 Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012XRevised 3/12/2012) )(Revised 06 /10 /2009XRevised 3 /15 /09XRevised 7/10/2007) MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMI BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NO CGI Windows & Doors, Inc. 10100 N. W. 25th Street FE13 1 IAMI -DADE COUNTY ODUC CONTROL SECTION 11805 SW 26 Street, Room 208 M ami, Florida 33175 -2474 frTT- S- 590 F (786) 315 -2599 www.miamidade.aov /economy, Miami, Fl. 33172 e�+ %d'a)/ i SCOPE: �� y,J This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "450" Aluminum Outswing glazed Doors w /wo Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W9 8-01, titled "Series 450 Outswing Doors & Sidelites", sheets 1, 1.1, 1.2, 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10 -20 -97 and last revised on JUN 29, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings in sheets 1.1, 5, 6 and 7 for unit sizes Vs lock options, mullion type, sidelites, glass types and anchors. 2. For mulled units lower design pressure of doors or mullion shall control for entire assembly. 3. Exterior Design Pressure= +100 PSF Max w/ threshold (sill type S -O). Sills (thresholds) types SS -1 & SS -2 are not rated for water infiltration. See thresholds (sills) limitations notes, in sheets 4 & 6 and glass type A1(muntin) limitations notes, in sheet 6. 4. Narrow stile sidelites are limited to 18" or less. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", 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 # 11- 1025.02 consists of this page 1 and evidence pages E -l& E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No. 12-0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # 11- 1025.02). 2. Drawing No.W98 -01, titled "Series 450 outswing Doors & Sidelites ", sheets 1, 1.1, 1.2, 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10 -20 -97 and last revised on JUN 29, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under file # 11- 1025.02) 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( +50.0 PSF, sill S -I only) 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing / Inswing door w /wo sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL -0080- 0304 -11 dated 11/28/2011 and HTL- 0080 - 0902 -11, signed and sealed by Vinu J. Abraham, P.E. Note: This test report has been revised by addendum letters, issued by Architectural Testing (Former Hurricane Testing Lab), dated 01/20/12 and 04/03/12, both signed and sealed by Vinu J. Abraham, P.E. Along with manufacturer's parts and section drawing marked -up drawings of double aluminum outswing doors, issued by Architectural Testing, Test Report No(s) B- 5234.02- 450-18 dated 12/19/2011, signed and sealed by Vinu J. Abraham, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94. Along with manufacturer's parts and section drawing marked -up drawings of aluminum In/out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL - 97055 (0080 - 912 -97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202- 94, specimen #4, 5A, 5B, 5C tested per PA201 -94 & PA203 -94, signed and sealed by Timothy S. Marshall, P.E. Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL -01071 (0080- 0402 -02) dated 04/01/2002 tested per PA201 -94 & PA203 -94, signed and sealed by Vinu J. Abraham, P.E. (submitted in file # 09- 0723.04). Original tests conducted per SFBC, PA 201, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. E -1 100,1 1 I . � L►h Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12- 0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Submitted under file # 11- 1025.02) 1. Additional intermediate horizontal mull calculations, prepared by Al Farooq Corporation, dated JUN 29, 2012, signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 09/09/11 and last revised on APR 24, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under file # 11- 1025.02) 3. Glazing complies w/ ASTME- 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer ", expiring on 01/14/17. 2. Notice of Acceptance No. 08- 1224.04 issued to Solutia Inc. for "Saflex composite glass w/ PET interlayer ", expiring on 12/11/13. 3. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for "Saflex color & clear interlayer ", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 10/16/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This NOA revises # 11- 1025.02, expiring on November 09, 2016. 2. Hardware cut sheets verified and marked -up by the Architectural Testing (former Hurricane Testing lab). 3. Test proposal # 10 -0940, dated 11/17/10 approved by BNC. E -2 is (. Ott., ,a.. hag L Chanda, P.E. Product Control Examiner NOA No 12- 0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 TYPICAL VAT10 \S STEPS TO USE CHARTS SEE SHEETS 6 & 7. 6 7/8° LOCKING OPTIONS SEE CHART SHEET 1.1 LH CONFIGURATIONS SHOWN RH SIMILAR NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. e 74 -1/2" FRAME WIDTH 11 1/4' DL OPG. WIDTH D.L. OPG. DTH 6 7/8" DOOR /SIDELITE' PANEL WIDTH D.L. OPG. WIDTH 2/0 23 -3/4' 12 -7/8' 2/6 29 -3/4' / 3/0 ` `\ `V. /Y '%� `. `\ ij% / ( 'a ' IN 88 -1/2' i Q / i / 74 -1/2" FRAME WIDTH 11 1/4' DL OPG. WIDTH D.L. OPG. DTH 6 7/8" MULTIPLE SIDELITES AVAILABLE (SEE SHEET 6) U) NOMINAL PANEL WIDTH DOOR /SIDELITE' PANEL WIDTH D.L. OPG. WIDTH 2/0 23 -3/4' 12 -7/8' 2/6 29 -3/4' / 3/0 ` `\ `V. /Y '%� `. `\ ij% / 30 -7/8' ``� `. IN 88 -1/2' i Q / i / 94 -1/2' INACTIVE 112 -7/8' ACTIVE MULTIPLE SIDELITES AVAILABLE (SEE SHEET 6) U) NOMINAL PANEL WIDTH DOOR /SIDELITE' PANEL WIDTH D.L. OPG. WIDTH 2/0 23 -3/4' 12 -7/8' 2/6 29 -3/4' / 3/0 ` `\ `V. /Y '%� `. `\ 41 -3/4' 30 -7/8' /. /� 100 -7/8' 88 -1/2' 9/0 106 -7/8' 94 -1/2' 9/6. 112 -7/8' 100 -1/2' 10/0 '/ / / / / // 106 -1/2' /• /% ``� // / `V V `V . ``` , I ! ' i / / / / / / INACTIVE INACTIVE ACTIVE MULTIPLE SIDELITES AVAILABLE (SEE SHEET 6) U) NOMINAL PANEL WIDTH DOOR /SIDELITE' PANEL WIDTH D.L. OPG. WIDTH 2/0 23 -3/4' 12 -7/8' 2/6 29 -3/4' 18 -7/8' 3/0 35 -3/4' 24 7/8' 3/6 41 -3/4' 30 -7/8' NOMINAL PANEL HEIGHT DOOR /SIDELITE PANEL HEIGHT D.L. OPG. HEIGHT 6/8 78 -7/8° 66 -1/2' 7/0 82 -7/8' 70 -1/2' 7/6 88 -7/8° 76 -1/2° 8/0 94 -7/8° 82 -1/2' 8/6 100 -7/8' 88 -1/2' 9/0 106 -7/8' 94 -1/2' 9/6. 112 -7/8' 100 -1/2' 10/0 118 -7/8' 106 -1/2' 113 -1 /16" FRAME WIDTH ` HINGES SEE SHEET 1.1 4 /. / / / / / / / /. `\ %j / -- f / ACTIVE FRAME HEIGHT = PANEL HEIGHT + 1 -7/8" STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1 -5/8" �ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2 -3/4" revisions: E 10.16.06 F 07.10.09 H 10.25.11 I 04.23.12 ,I 06.29.12 Engr: JAVAD AHMAD CIVIL VIA. PE' # 70592 C.A.N 538 2012 mow wasza ;si with five Asti& Cede /� LEGEND -0 - OUTSWING DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) REV. PER BCC° COMMENTS UPDATED FOR 2007 FBC REV. PER BNC COMMENTS REV. PER PERA COMMENTS NO CHANGE THIS SHEET DWG. NO.: W98 -01 • EL WIN.IDOWS 8c IDOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1 of 7 TYPICAL ELEVATIO \S LH CONFIGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) TRUE HORIZONTAL MUNTIN (1 OR MORE PER DOOR OR SIDELITE PANEL) OPTIONAL TRUE MUNTINS DOOR OR SIDELITE FRAME HEIGHT = PANEL HEIGHT + 1 -7/8" (STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1 -5/8" (ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2 -3/4" CO 3 POINT LOCK 1 10A : COPPER CREEK W/ CGI 3 POINT 10AA : BALDWIN WI CGI 3 POINT 108: REGENT COMMERCIAL 3 POINT 10C : BALDWIN SINGLE POINT LOCK 10CC : COPPER CREEK SINGLE POINT LOCK 10D : DOR -O -MATIC SERIES 1690 10E : JACKSON SERIES 2085/2065 1OF : SURFACE MOUNTED LOCK HINGE LOCATION SO t 10A IOAA 10B 10C & 10CC 1OD & 10E 10 F DOOR HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 84" 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 80.0 80.0 100.0 110.0 96 -3/4" 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 70.0 70.0 90.0 90.0 108 -3/4" - - 100.0 110.0 100.0 110.0 - - - - 90.0 90.0 120 -3/4" - - 70.0 70.0 70.0 70.0 - - - - 70.0 70.0 10A : COPPER CREEK W/ CGI 3 POINT 10AA : BALDWIN WI CGI 3 POINT 108: REGENT COMMERCIAL 3 POINT 10C : BALDWIN SINGLE POINT LOCK 10CC : COPPER CREEK SINGLE POINT LOCK 10D : DOR -O -MATIC SERIES 1690 10E : JACKSON SERIES 2085/2065 1OF : SURFACE MOUNTED LOCK HINGE LOCATION SO t '\,, NO. READ. MAX. SPACING UPTO 90 -3/4' 3 ./ // / I I` I 44 1/2' 71 \ \ \\ \ ■ 1,0A 1•••-•-•-••\ / \\ tOB 1 \\ // \ \\ / // / INACTIVE ■ACTIVE I HINGE LOCATION 12 RESIDENTIAL HARDWARE REGENT COMMERCIAL 3 POINT LOCK COMMERCIAL HARDWARE HINGE LOCATIONS MAX. DOOR HEIGHT NO. READ. MAX. SPACING UPTO 90 -3/4' 3 35 1/2" / / I` I 44 1/2' ■ / \\ tOB 1 / / // // / / i co \\ \ \ \\ ■ 1 INACTIVE ACTIVE COMMERCIAL HARDWARE HINGE LOCATIONS MAX. DOOR HEIGHT NO. READ. MAX. SPACING UPTO 90 -3/4' 3 35 1/2" ABOVE 90 -3/4' UPTO 120" 4 44 1/2' DOORS WITH 3 HINGES LIMITED TO 100 PSF HARDWARE DESCRIPTION Ili 0:1Mg: VegHg CGI DOORS - (SEE SHEET 1) 4 FIXED FIXED 7 It / / / / / / / / / /j P \ II \\ II ISo= =a==\ \ \ Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 CAN. 3538 natosticvsevwe LEGEND -O - OUTSWING DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) DWG. NO.: W98 ---01 EL WINDOWS 8c DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 1.1 of 7 BULB VINYL CGI -382 3/16" ANN. GLASS .075" INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090" SENTRYGLAS INTERLAYER BY 'DUPONT' 3/16" ANN. GLASS BULB VINYL CGI -382 SILICONE GE -1200 DOW 995 DOW 899 3/16" HEAT STREN'D GLASS .075" INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090" SENTRYGLAS INTERLAYER BY ' DUPONT' 3/16" HEAT STREN'D GLASS C1 GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS BULB VINYL CGI -382 1/8" OR 1/4" TEMP. GLASS AIR SPACE 3/18" ANN. GLASS .075" INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090" SENTRYGLAS INTERLAYER BY 'DUPONT' 3/16" ANN. GLASS g GLASS TYPE 'A1' 1" OVERALL INSUL. LAM. GLASS SILICONE GE -1200 DOW 995 DOW 899 SILICONE GE -1200 DOW 995 DOW 899 AIR SPACE CONSISTING OF SPACER' ST. STEEL METAL SPACER AROUND THE PERIMETER OF THE GLASS. BULB VINYL CGI -382 3/16" ANN. GLASS .090" PVB INTERLAYER SAFLEX IIIG BY 'SOLUTIA. 3/16" HEAT STREN'D GLASS C, SILICONE GE -1200 DOW 995 DOW 899 GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS BULB VINYL CGI -382 1/8" OR 1/4° TEMP. GLASS AIR SPACE 3/16" ANN. GLASS .090" PVB INTERLAYER SAFLEX IIIG BY 'SOLUTIA' 3/16" HEAT STREN'D GLASS GLASS TYPE 'B1' 1" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS SILICONE GE -1200 DOW 995 DOW 899 BULB VINYL CGI -382 .090 ALUMINUM SHEET 1/4" PLYWOOD .090 ALUMINUM SHEET SILICONE GE -1200 DOW 995 DOW 899 7/16" OV RALL COMPOSITE PANEL .090 ALUMINUM SHEET 3/4" PLYWOOD .090 ALUMINUM SHEET SILICONE GE -1200 DOW 995 DOW 899 1" OVERALL COMPOSITE PANEL iiiimiptibie with ea nada Oillefteade aftitiiiito psis 16r di! gHl Iggs Engr. JAVAD AHMAD CM4. FLA. PE # 70592 C.A.N. 3538 GLAZING STOP OPTIONS .639 r CGI -375 14.A4.0.1(fiZiait CGI -396 CGI -504 .672 r_ co Cu .742 --P o■• CGI -519 CGI -515 DOORS AND SIDEUTES CAN BE GLAZED USING SQUARE OR OGEE GLAZING BEADS /ADAPTERS DWG. NO.: W98 -01 • EL VVINJDOVVS ae DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 1.2 of 7 74 1/2" (TESTED SIZE) 4 1/4" 3" 24" FRAME WIDTH 3" 24" MAX. 4 1/4" 35 -1/2" MAX. PANEL WIDTH LARGE MISSILE IMPACT MAXIMUM DESIGN LOAD RATING = + 100.0 (FOR SIZES SHOWN ABOVE OR SMALLER UPTO CODE LIMIT) — 132.0 PSF GLASS TYPE `A' LOCK OPTION 1QAA CGI 3 POINT MECHANISM W/ BALDWIN SERIES 8200 DEAD BOLT HAGER SS HINGES 4 1/4" 38 9/16" FRAME WIDTH 24" H -0 MAX. egg NO v CC/ CV a / '2. CV ACTIVE Engr JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 538 Olt tie Plorids __ _•.3 Ibilbsess ((). 2 • CV DWG. NO.: W98-01 • EL WINDOWS ae DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.3 of 7 N. 24 3/4" I I il \ \ \ \ / / / a : . / / 12 6 %/ 10AA .7 ,.4) \ \ PANEL HEIGHT 12° MAX. 3 , .7 a Nr b / / a M / 00 N. C' INACTIVE \ / ACTIVE 35 -1/2" MAX. PANEL WIDTH LARGE MISSILE IMPACT MAXIMUM DESIGN LOAD RATING = + 100.0 (FOR SIZES SHOWN ABOVE OR SMALLER UPTO CODE LIMIT) — 132.0 PSF GLASS TYPE `A' LOCK OPTION 1QAA CGI 3 POINT MECHANISM W/ BALDWIN SERIES 8200 DEAD BOLT HAGER SS HINGES 4 1/4" 38 9/16" FRAME WIDTH 24" H -0 MAX. egg NO v CC/ CV a / '2. CV ACTIVE Engr JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 538 Olt tie Plorids __ _•.3 Ibilbsess ((). 2 • CV DWG. NO.: W98-01 • EL WINDOWS ae DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.3 of 7 74 1/2" (TESTED SIZE) 4 1/4" 3° 24" MAX. • FRAME WIDTH 3" 24" MAX. 4 1/4" 4 1/4" h 0, t h a IMF 35 -1/2° MAX. 6° 24° PANEL WIDTH DOORS LOAD CAPACITY — PSF FRAME HEIGHT FRAME WIDTH EXT.( +) INT.( -) k tI 14 H 74 -1/2" 70.0 \ / CONCEALED VERTICAL ROD \ \ \ A // ,/ rr / / / / / 74-1/2" _ / / / / // ,/ \ \ 1OR OR 10E \ \ / / \ PANEL HEIGHT 12" MAX, _ Is. I H VERTICAL ROD ACTIVE ACTIVE t h a IMF 35 -1/2° MAX. 6° 24° PANEL WIDTH DOORS LOAD CAPACITY — PSF FRAME HEIGHT FRAME WIDTH EXT.( +) INT.( -) 96 -1/2" 74 -1/2" 70.0 70.0 84-1/2" 74-1/2" 80.0 80.0 DOOR NOT RATED FOR WATER INFILTRATION RESISTANCE. QUAUFIED WITH ALL GLASS TYPES SHOWN ON SHEET 1.2 LOCK OPTIONS 10D AND 10E 7 1/4" 38 9/16" FRAME WIDTH 24" MAX. CVR PANIC HARDWARE 10 APPROVED PANIC HARDWARE FOR DOORS DOR— O —MATIC SERIES 1690 TOUCHBAR EXIT DEVICE JACKSON SERIES 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE is Rg a — 7 1/4" 4-6 7 1/4" Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 UN UN 29201 . ate "%., •0 3 DWG. NO.: W98 -01 • CG\ WINDOWS 8c DOORS 10100 northwest 25 street miomi, fiorido 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.4 of 7 flo r. CONCEALED VERTICAL ROD CO teJ in N / 30 / / / M d 1i ,% r-i -- 0— 1c71 tOR H b OR \ _ 10E ° \ 1 \ N ° in rn — ACTIVE ° 10 APPROVED PANIC HARDWARE FOR DOORS DOR— O —MATIC SERIES 1690 TOUCHBAR EXIT DEVICE JACKSON SERIES 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE is Rg a — 7 1/4" 4-6 7 1/4" Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 UN UN 29201 . ate "%., •0 3 DWG. NO.: W98 -01 • CG\ WINDOWS 8c DOORS 10100 northwest 25 street miomi, fiorido 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.4 of 7 BILL OF V ATERI ALS ITEM 1 I2AI 2B I 2 3 6 7 8 9 10 10 10 DESCRIPTION #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) 3/8 -16 FULLY THREADED CONTINUOUS ROD 3/8 -16 HEX NUT 1 1/2" X 1 1/2" X 3/16 "THK. ALUMINUM PLATE SHEAR CLIP (EXT. NO. 506) DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS & 24" O.C. MAX. 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 6" FROM ENDS, 3 © CENTER OF PAIRS SPACED 6" O.C. & 24" O.C. MAX. #10 X 1" PH —PH —SS TEKS SCREW, © 3" & 7" FROM ENDS & 19 -3/8" O.C. MAX. #14 X 3/4" HEX HEAD S/S TEKS SCREW AT 6" FROM ENDS & 24 3/16" O.C. MAX. .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) .350 HIGH FOAM —TITE WEATHERSEAL (AMESBURY # 32011) ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) A CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY COPPER CREEEK SERIES E MODEL 082410. AA CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY BALDWIN SERIES 8200, KWIKSET 780. REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. 10B 10C 10CC 10D, 10E I OF SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SERIES 8200. SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK SERIES 082410. DOR —O —MATIC SERIES 1690 TOUCHBAR PANIC EXIT DEVICE WITH CONCEALED VERTICAL ROD SEE SHEET 1.4. JACKSON 20 SERIES PANIC EXIT WITH 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE SEE SHEET 1.4. CGI CUSTOM SURFACE MOUNTED SLIDE BOLTS WITH CGI END BOLTS AT ACTIVE LEAF (AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 DEAD BOLT. 11 12 13 14 17 18 19 HAGER 4 1/2" X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL CGI 4 -1/2" X 4" HINGE IN ALUMINUM SECURED WITH (8) #12 -24 X 1/2" F.H. M.S. (3 PER PANEL UP TO 7' -6 3/4" HIGH) (4 PER PANEL OVER 7-6 3/4 ") CGI FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH #8 X 1/2" PH SMS. SEE SHEET 1.2 FOR GLAZING OPTIONS SILICONE GE -1200, DOW 995, DOW 899 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE PLASTIC WEEP BAFFLE 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR EXT. — EXTRUSION LIST 500A, 501, 502, 503, 504, 507, 509, 510, 514, 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063 —T6, 375, 396, 505, 508, 511 EXTRUSIONS ARE 6063 —T5. 1' lb ki Ogime :11::! $13=r- 0 Z - Engr: JAVAD L AHMAD CM FLA AN RE Ii 7a592 C. X538 01110/KTISEVI4ED aia rh the laiireassi*tiE3 DWG. NO.: W98 -01 • WINDOWS Se DOORS 10100 northwest 25 street miami, florid° 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 2 of 7 4.462 .125 CGI -507 DOOR FRAME HEAD /SILL CGI -511 JAMB COVER 4.562 CGI— 509 FRAME JAMB /MULLION CGI -503 NARROW SIDELITE STILE CGI -502 JAMB /LOCK /SIDELITE STILE .656 CGI -505 ASTRAGAL .075 4.813 =1.844 _J L(2_5? 41 CGI -500A TOP RAIL 3.122 CC —510 SIDELITE MULLION .465 .075 1.063 -.-E CGI -508 FRAME COVER r----1.844 ---q CGI -501 BOTTOM RAIL CGI — 540 4.000 SADDLE THRESHOLDS r___1.844-1 3.277 CGI -514 HORIZONTAL MUNTIN E g .639 n CGI -375 65 CGI -396 Engr. JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 • U TI L =Lev with. the Pied& elete CGI -504 .080 .080 co .080 co co 794 ET CGI -515 DWG. NO.: W98- -01 • EL WINDOWS Sc DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 2.1 of 7 Bolt Assembly 1/2" Rod Keyed Cylinder / Deadbol Assy. Bolt Housing #10 x 3/4" PH SMS Flushbolt Tip Linkage Assy. Connection Wheel TOP SECTION SHOWN (BOTTOM SIMILAR) CGI CUSTOM 3 —POINT LOCK Flushbolt Activator TOP SECTION SHOWN (BOTTOM SIMILAR) 12 1/2° P4 L Bolt Tip i3 #10 x 3/4" PH SMS Q,,,I� #1Ox3/4 "PHSMS 8 x 1/2" PH MS Flushbolts (Inactive Panel) Threaded Rod Keyed `� Cinder Deadbolt Assembly r0 Actuator Arm Actuator Arm REGENT 3 POINT COMMERCIAL LOCK 1/2' Bolt Housing Bolt Tip TOP SECTION SHOWN (BOTTOM SIMILAR) #10 x 3/4" PH SMS #10 x 3/4" FH SMS SURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT Engn JAVAf AHMAQ CIVit. FLA. RE # 70592 C.A.N. 5;38 raGROgritelfililig ..ataizotiejevailk doe Pert* ihOlofte likailitegakagair4 Surface Mounted Activator DWG. NO.: W98 -01 JU • CG\ WINDOWS ac DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites 2Qfii date : 10 -20 -97 sheet 2.2 of 7 #12 x 1 1/2" FH SMS Keeper Top Lock Assembly Bottom Bolt Bolt Guide Dor -O -Matic 1690 1/2° — gg #10 x 1/4" FH MS Engr. JAVAD AHMAD MIL ' FLA. PE # 70592 CAN. 538 #8 x 3/4" FH SMS Jackson 20861 1/2° Strike Plate 4 Top Guide w /trip release Top Bolt Bottom Bolt Bolt Guide 1/2° ,1 +,! ammo aigaigaNat 12-•, at • .3 ihoomos. Date /1 /4 //h n_aS #10 x 1/2" FH MS 111(' #10FHx MS 1/2" DWG. NO.: W98 -01 • EL WINDOWS ac DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 2.3 of 7 1/4" DIA. ULTRACON 6" FROM ENDS AND 24" O.C. ( INTERMEDIAT ANCH S (SEE HEET CONQ 1/4" DIA. ULTRACON SEE SHEET 7 1X4 PT WOOD SEE NOTE BELOW SEALANT 2X4 PT WOOD SEE NOTE BELOW O LO OPTIONAL 9 .100-1 INTO 2X4 PT WOOD INSTALLATION SEE SHEETS 2.2 & 2.3 FOR BOLT ENGAGEMENT TYPICAL .125 --a- TYPICAL h. m TYPICAL .125 OPTIONAL SQUARE GLAZING (SEE SHEET 1.2) 2A TYPICAL #12 SCREWS 3/ END -a -2.082 -.100 C i nI.i I I Imo) TYPICAL JAMB ANCHORS 1/4" DIA. ULTRACON C� 6" FROM ENDS AND 19 -3/8" O.C. FOR LOADS UPTO 70 PSF 14 -1/2" O.C. FOR LOADS UPTO 110 PSF 12" O.C. FOR LOADS ABOVE 110 PSF (SEE SHEET 7) --- 1X4 PT WOOD 509 511 TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY 1/4" DIA. ULTRACON 509 1 -1/4° Imo- -1.250 2X4 PT WOOD .150 EXTERIOR OPTIONAL INSTALLATION INTO 2X4 PT WOOD 1/4" DIA. ULTRACON �? 6" FROM ENDS AND 24" O.C. (INTERMEDIATE ANCHORS) FRAME WIDTH NOTE: 1X OR 2X WOOD BUCKS NOT BY CGI MUST BE PROPERLY SECURED AND MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM. NOTE: ALL ANCHOR CONDITIONS SHOWN ON SHEETS 3, 4 AND 5 MAY BE DIRECTLY TO MASONRY WITH 1/4" MAX. SHIM SPACe §;;r: WITHOUT VARIATION IN CAPACITY. a s 1121 4411i lad! EXTERIOR Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 538 ►T ittia =Cowl* Ibe VW& 1?-0704o3 03 nifizG .rft 13 ASTRAGAL READ. FOR WATER RESISTANT DOORS ONLY r 502 OR 16 tf ,� co 1 INACTIVE OUT SWING DOOR LOCK OPTIONS SEE SHEET 1.1 DWG. NO.: W98 -01 • CG\ WINDOWS 8e DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 3 of 7 THIS SILL IS NOT RATED FOR WATER ADA SADDLE MULLION #1 2.878 1250 1X4 PT WOOD SEE NOTE SHEET 3 511 ,1 511 SMALL SIDELITE STILE (EXT. 503) AT SIDELITES 1' -6" WIDE OR SMALLER. 511 -1/4•° MIN. 502 titSr- 502 11 EXTERIOR SWEEP .500 1.844 DOOR PANEL WIDTH 1.918 .125 '1J .675 4.812 EXTERIOR © DS SEALANT 1/4" DIA. ULTRACON @ 6" FROM ENDS & 19 -3/8" O.C. AT INTERMEDIATE ANCHORS SEE SHEET 6 .- -1.250 SIDELITE PANEL WIDTH 1/4° SHIM DOOR FRAME WIDTH .125 188 SIDELITE FRAME WIDTH 4" WIDE SADDLE THRESHOLD 540 DS -0 THIS SILL IS NOT RATED FOR WATER RESIDENTIAL SADDLE 1/4" DIA. ULTRACON @ 6" FROM ENDS & 24" O.C. EXTERIOR -.125 mow Flopm 3 SI CONCRETE 3 KSI .ONCR 4 E IIST. 4 !1 Ili INEO! TE g�^ dQg5Vg A w u. o _ - SIDELITE FRAME WIDTH REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS Engr: JAVAD AHMAD CIVIL FLA. PE if 70592 C.A.N. 3538 a,.r>ttimer P_3 alpIrmenk DWG. NO.: W98 -01 • MIL WINDOWS Sc DOORS 10100 narthwrest 25 street miami, florid(' 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 4 of 7 vIULLION TYPE 1 WIDE STILE -WIDE STILE 502 511 511 502 .675 4.812 SEALANT SIDELITE PANEL WIDTH 4.812 EXTERIOR L SIDELITE PANEL WIDTH DOOR SIMILAR 511 MULLION TYPE 2 WIDE STILE - NARROW STILE 502 4.812 I-2- 1.062 .675 SIDELITE PANEL WIDTH DOOR SIMILAR 1.918 EXTERIOR SIDELITE PANEL WIDTH MULLION TYPE 3 NARROW STILE- NARROW STILE PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH WIDTH (W) - DOOR PANEL + FIXED PANEL 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 3 WIDTH (w) / / �\ i / / . . INT.( -) EXT.( +) INT.( -) v INT.( -) PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH WIDTH (W) - DOOR PANEL + FIXED PANEL 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 3 WIDTH (w) HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.(+) INT.( -) 1/6 2/0 2/6 3/0 3/6 6/8 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 100.0 110.0 - - 100.0 110.0 70.0 70.0 - - 1/6 2/0 2/6 3/0 3/6 7/0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 100.0 110.0 - - 100.0 110.0 - - - - 1/6 2/0 2/6 3/0 3/6 7/6 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 70.0 70.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 70.0 70.0 - - 100.0 110.0 - - - - 1/6 2/0 2/6 3/0 3/6 8/0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 70.0 70.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 - - - - 100.0 104.6 - - - - 1/6 2/0 2/6 3/0 3/6 8/6 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 100.0 100.4 - - 98.9 98.9 - - - - 70.0 70.0 - - - - 1/6 2/0 2/6 3/0 9/0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 104.1 - - 98.1 98.1 70.0 70.0 - - 82.9 82.9 - - - - 1/6 2/0 2/6 3/0 70.0 70.0 70.0 70.0 100.0 110.0 9/6 70.0 70.0 70.0 70.0 - - 70.0 70.0 - - - - 70.0 70.0 - - - - 1/6 2/0 2/6 3/0 70.0 70.0 70.0 70.0 70.0 70.0 10/0 70.0 70.0 70.0 70.0 - - 70.0 70.0 - - - - 59.9 59.9 - - - - 111111WICT M asameltios with Oft itlicidet atillifigatres No r.o 3 asimiss 114k&Wili DWG. NO.: W98 -01 EXTERIOR SIDELITE PANEL WIDTH 1.062 SIDELITE PANEL WIDTH iglIal 292012 • EEL WINDOWS Sc DOORS 10100 northwest 25 street miami, florido 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 5 of 7 PANEL PERFORMANCE CHART FOR SINGLE & DOUBLE DOORS & SINGLE SIDELITES (NARROW STILE SIDELITES LIMITED TO 18" OR LESS) DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'A' 7/16" COMPOSITE PANELS 1" COMPOSITE PANELS GLASS TYPE 'AI' GLASS TYPES 'B' & 'BI' NOM. PANEL WIDTH NOM. PANEL HEIGHT EXT. C +) INT. C -) EXT. (+) INT. C -) EXT. CO INT. C -) 2/0 2/6 3/0 3/6 6/8 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 7/0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 7/6 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 105.0 105.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 8/0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 70.0 70.0 70.0 IN 70.0 * - - 2/0 2/6 3/0 3/6 8/6 100.0 110.0 70.0 * 70.0 * - - 100.0 110.0 70.0 * 70.0 * - - 100.0 110.0 70.0 * 70.0 * - - 70.0 70.0 70.0 * 70.0 * - - 2/0 2/6 3/0 9/0 100.0 110.0 70.0 * 70.0 IN - - 100.0 110.0 70.0 * 70.0 * - - 100.0 110.0 70.0 * 70.0 IN - - 2/0 2/6 3/0 9/6 70.0 70.0 70.0 IN 70.0 * - - 70.0 70.0 70.0 * 70.0 * - - 70.0 70.0 70.0 w 70.0 * - - 2/0 2/6 3/0 10/0 70.0 70.0 70.0 * 70.0 * - - 70.0 70.0 70.0 * 70.0 * - - 70.0 70.0 70.0 * 70.0 IN - - LOADS HOWN A ARE FOR DOORS USING THRESHOLDS () IN ANY CONDITION AND �) & SS WHERE WATER INFILTRATION REQUIREMEN S ARE NOT APPLICABLE. * GLASS LIMITED TO 8/0 DAYLITE OPENING. PANEL SIZES ABOVE 8/0 REQUIRE TRUE MUNTIN 0 5.1 O rl� 507 14 \°`4 OUTSWING OUTSWING (SADDLE) RESIDENTIAL (SADDLE) / / / / / / \� PANEL WIDTH / / / / / /. ♦ n Y PANEL WIDTH PANEL WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 PARTIAL COMPOSITE PANEL OR GLASS APPLICABLE TO DOOR /SIDELITE THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS AND SIDELITES. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. STEPS TO USE CHARTS; 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2010 FLORIDA BLDG. CODE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. 3. SELECT A DOOR SYSTEM I.E. OUTSWING AND TYPE OF THRESHOLD AND LOCK OPTIONS. 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE. CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEET 7) 6. FOR MULLED SIDELITE REFER TO MULLION CAPACITY. 7. LOWER DESIGN PRESSURE FROM LOCK, GLASS, PANEL PERFORMANCE, MULLION AND ANCHOR CAPACITY AT SILL AND THRESHOLD TYPES SHALL CONTROL FOR THE ENTIRE SYSTEM. Engr: JAVAO AHMAD CML FUN. PE q 70592 C.A.N. 3538 2-674+6, .43 ouirwaskei MAW 43 4 U at 0 O $ O 0 � 01 814da 0 8 cc O W �LL N ILZ u1= 8 CigE COMP - ANL \W9$ -01CG) W 0 in UTSWING DOOR I C 0 .a C C U U .--, rn 0 4* 0 a a3' v drawing no. W98 -01 ) (sheet 6 of 7 ) DOOR HEIGHT 24" / / / / / / / / / / / /. ♦ PANEL WIDTH SINGLE DOOR OR SIDELITE MUWON ANCHORS AT SIDEUTE 24" r MAX. DOOR HEIGHT MTG. STILE ANCHORS MTG. STILE ANCHORS 3" MIN. TYP. 1 24" MAX., r ANCHOR SPACING ' PANEL WIDTH 3" MIN. TYP. PANEL WIDTH DOUBLE DOOR ANCHOR SPACING 1 J ' 7 crs CLUSTER OF ANCHORS 3, 4, 5 OR 6 (3) 2 AT SIDEUTE 1 AT DOOR (5) 3 AT SIDEUTE 2 AT DOOR SEE CHART FOR CAPACITY DOOR HEIGHT / / / / / / / / / / / /. ♦ ♦ off PANEL WIDTH ♦ \ ♦ ♦ ♦ \ ♦ ♦ /. • \ _01 ii PANEL WIDTH _ Il kj111) 1 _ PANEL WIDTH _ 1 PANEL WIDTH kg. MULLION ANCHORS AT SIDELITES MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL DIMS. DESIGN LOAD CAPACTY -PSF NOMINAL DIMS. DESIGN LOAD CAPACTY-PSF TYPE 'B' TYPE 'C' TYPE 'B' & TYPE 'C' AT SS1 SILL TYPE 'C' AT 8 -0 & SS2 SILL PANEL WIDTH PANEL HEIGHT PANEL WIDTH PANEL HEIGHT CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTM OF 6 ANCHORS_ CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 5 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS 2/0 2/6 3/0 3/6 6/8 100.3 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 6/8 105.7 110.0 110.0 110.0 110.0 81.1 110.0 110.0 110.0 110.0 84.5 110.0 110.0 110.0 110.0 68.0 90.7 110.0 110.0 110.0 70.4 93.9 110.0 110.0 110.0 58.6 78.1 110.0 101.3 110.0 60.4 80.5 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/0 95.6 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/0 100.7 110.0 110.0 110.0 110.0 77.2 103.0 110.0 110.0 110.0 80.5 107.4 110.0 110.0 110.0 64.8 86.4 110.0 110.0 110.0 67.1 89.5 110.0 110.0 110.0 55.8 74.4 110.0 98.5 110.0 57.5 76.7 110.0 108.0 110.0 2/0 2/6 3/0 3/6 7/6 89.3 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/6 94.0 110.0 110.0 110.0 110.0 72.1 96.2 110.0 110.0 110.0 75.2 100.3 110.0 110.0 110.0 60.5 80.7 110.0 104.6 110.0 62.7 83.6 110.0 110.0 110.0 52.1 69.5 104.3 90.1 110.0 53.7 71.6 107.4 100.9 110.0 2/0 2/6 3/0 3/6 8/0 83.7 111.6 110.0 110.0 110.0 2/0 2/6 3/0 3/6 8/0 88.2 110.0 110.0 110.0 110.0 67.7 90.2 110.0 110.0 110.0 70.5 94.1 110.0 110.0 110.0 56.8 75.7 110.0 98.1 110.0 58.8 78.4 110.0 110.0 110.0 48.9 65.2 97.8 84.5 107.8 50.4 67.2 100.8 94.6 110.0 2/0 2/6 3/0 3/6 8/6 78.8 105.1 110.0 110.0 110.0 2/0 2/6 3/0 3/6 8/6 83.0 110.0 110.0 110.0 110.0 63.7 84.9 110.0 110.0 110.0 66.4 88.6 110.0 110.0 110.0 53.5 71.3 106.9 92.4 110.0 55.4 73.8 110.0 103.9 110.0 46.0 61.4 92.1 79.6 101.5 47.4 63.3 94.9 89.1 110.0 2/0 2/6 3/0 9/0 74.5 99.3 110.0 110.0 110.0 2/0 2/6 3/0 9/0 78.5 104.6 110.0 110.0 110.0 60.2 80.3 110.0 104.0 110.0 62.8 83.7 110.0 110.0 110.0 50.5 67.3 110.0 87.3 110.0 52.3 69.7 104.6 98.2 110.0 2/0 2/6 3/0 9/6 70.6 94.1 110.0 110.0 110.0 2/0 2/6 3/0 9/6 74.4 99.1 110.0 110.0 110.0 57.0 76.1 110.0 98.6 110.0 59.5 79.3 110.0 110.0 110.0 47.9 63.8 95.7 82.7 105.6 49.6 66.1 99.1 93.1 110.0 2/0 2/6 3/0 10/0 67.1 89.4 110.0 110.0 110.0 2/0 2/6 3/0 10 /0 30.7 94.2 110.0 110.0 110.0 54.2 72.3 108.4 93.7 110.0 56.5 75.4 110.0 108.1 110.0 45.5 60.6 91.0 78.6 100.3 47.1 62.8 94.2 88.4 110.0 ANCHORS: TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy =155 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY .EDGE DISTANCES INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. KS1) -AT HEAD TYPE 'C'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu''177 KSI, Fy =155 KSI) DIRECTLY INTO CONCRETE 1 -3/4" MIN. EMBED INTO CONC. .EDGE DISTANCES INTO CONCRETE = 2 -1/2" MIN. CONCRETE f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK f'm = 2000 PSI MIN. TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT 6" FROM CORNERS MAX. SPACING 24" O.C. AT HEAD & SILL. -AT HEAD OR SILL STEPS TO USE CHARTS: 1. SELECT TYPE OF ANCHOR. 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE LOAD CAPACITY. THIS LOAD CAPACITY MUST MEET OR EXCEED DESIGN WIND LOAD REQUIREMENT DETERMINE IN STEP 1 OF SHEET 6. Engel JAVAD AHMAD CML FLA. PE # 70592 C.A.N. 3538 iiiipfrowes w i�e /2 -a7o rn 0 .5 0 COMP - ANL \W98 -01CG) to lY O z 3 U w fx cn T in N z 0 0 0 FAX. (305) 593 -6592 n 8 M rj m j u g 0 a cn 0 1 0 2 0 v a 0 L.. co 1 0 t drawing n0. W98 -01 sheet 7 of 7 21' HEAD CORNER_ DETAIL CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SILPRUF. PANEL CORNER DETAIL #12 SCREWS 2/ END EXTERIOR (an) RESIDENTIAL SADDLE SILL CORNER CONSTRUCTION INTERIOR #12 SCREWS 3/ END (SO) STD. SILL CORNER DETAIL INTERIOR ritaiWUCT Wa Cade Issigssaas so /2- 70 .03 tail 2 X 2 X 1/4" ALUM ANGLE #12 SCREWS 2/ LEG EXTERIOR INTERIOR (SS1) ADA SILL CORNER DETAIL 2X2X1/4" ALUM ANGLE #12 SCREWS 2/ LEG EXTERIOR INTERIOR ADA SILL ® MULLION Engr: JAVAD AMMAD FLA PE # 70592 C.A.N. 3538 c O Pit r, g igoO 1 o O t v* Oo cii0i 4t • m IL .1z i 8 z 0 U W 1 2 .0 O c i so 0 �o 0 , a drawing no. W98 -01 sheet 7.1 of 7 Miami Shores Village - rV Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. OS-12.-10 - .2l`)'3 Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: 1� _ �f_ c\ s-\\(2-LET- City: Miami Shores County: Miami Dade Zip: 33l 38 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): S- o -2R P LP Z 1 - N C0 Phone #:.3c S _ 1 S `1 °C..04:\ Address: 74.G" City: \--/C\ t%'':■.\ State: C1--A Zip: -350 3� Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: & - COk-k4)4i\ - , Phone#: B05' 2 (0G)(0 Address: 0-115- Sw \a-`\ -e- City: M\ i Bonding Company's Name (if applicable) Bonding C(impany's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signat Signatur-- Owner or Agent Contractor The foregoing instrument was acknowledged before me his day of \ , 201; by Ca I �� -.141 et V ` who is personally known to me or who has produced ,--� , who i . -rsonally known tom .r who has produced 1-14-1(4-- 1( 8—D5 As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Kee% _al�wWlga �i.A 11. I My Comm. Expires May 17, 2013 Commission # D0 855424 Sign: Print: My Commissi NOTARY PUBLIC: Sign: Print: My Co 0 ii_L' w, *Comm. Expires May 17, 2013 5 s: Commission # DD 855424 • e — — - ** ********* ****************** *** akskiksk************* ***#+ k******** Na*** *N- ********************% l=****** ************ APPROVED BY ans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) rite shores Plaza East Condarninfum, .Association, Inc . 745 North East 914 Street Miami Shores, FL 33138 308- 789 -9069 - Voice/Fax TheSPECAin @comcast.net- E-Maii June 21, 2012 Mr. Ramon Baez, Mrs. Sylvia Baez South Florida Impact Windows & Doors 4530 SW 71' Avenue Miami, FL 33155 Re: Open Permits /Notice or Termination Dear Mrs. Baez: The association has repeatedly tried to contact you and your company over the matter of unfinished work concerning the installation of impact windows and doors on our property. As of this writing the following permits related to our contract with you are still open: WS -12 -10 -2190 723 NE 91 Street WS -12 -10 -2191 717 NE 91 Street WS -12 -10 -2192" 716 NE 92 Street WS -12 -10 -2193 715 NE 91 Street WS -12 -10 -2194 725 NE 91 Street WS -12 -10 -2210 9160 NE 8 Avenue WS -12 -10 -2211 755 NE 91 Street WS -12 -10 -2212 736 NE 92 Street WS -12 -10 -2213 9140 NE 8 Avenue WS -12 -10 -2214 735 NE 91 Street WS -12 -10 -2215 9120 NE 8 Avenue WS -12 -10 -2231 726 NE 92 Street Since our repeated attempts to contact you have gone unanswered we have no choice but to replace you with another vendor /contractor to finish the job. This letter serves as a Notice of Termination on our part to satisfy the change of vendor requirements of The Miami Shores Village. Should you have any questions, comments or concerns, please feel free to call the Association office at 305 - 759 -9069 or send an E -Mail to SPE123 @att.net Very truly yours, Board of Directors, SPECA cc. File cc. Yudany Fernandez, Esq. • 'i}�r„ , , „4 „��,��►„ , ,. ,,��,,►�„11111'1l,r,ru,i,iti,l 016,-1Z-601;90-90 1.0* St7STZ>=8>=L>:.1.: :)2 021VM110 d- 01 3 -1 EVN.I1 03SS31100 ( Sv' 31€V113AA1130 1011 2130NRS 01 N31Ei13i1 zT /szf90 00 T 3G GEE 3IXIN t gtriTT a 092.2. /.966 'Luuu u-L'11. STZ£p�8£T££ MEM _ _ _ W111dw 1131:111113:1 _ _ _ _ _ '� + 3NIl 031100 lY Q1O3 'SS3tlOQV NNf113H 3711.&0a. H1 d0 1HOIU 3Hl Ol 3dO13AN3 dO dOi IV H33O11S 30K1d ` yv -c ci L Mc O£ 01 3-009 S0*"\0\ Q,--6cYtk kgS Z? II-cb61�� SSIE£ 0001 111111 111 ss�V�n zEIZ1Nr>r 14'IMdIW 3 U.SOd •S•fl SE I EE lagniS Ir+12lW S asl63 4PON S6L 2P3S vivd ?9 °PG SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY Complete Items 1, 2, and 3. Also complete !tern 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the maiipiece, or on the front if space permits. 1. Article Addressed to: Ab X B. Received by (Printed Name) 0 Agent 0 Addressee C Date of Delivery 1 D. Is delivery address different from Item 1? a Yes if YES, enter delivery address below: a No o 2, Article Number (Tansferiromse Service llipe a Certified Mall a EXpreSS Mall a Registered D Rearm Recelptfor Merchandise El Insured Mail Cl ' C.O.D. 4. Restricted Delivery? (Extra Fee) . a Yes 7009 3410 0001 9987 7760 PS Form Sett February 2004 Domestio Return Receipt 102695. 0244540 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR 1 ARCHITECT Permit WAS-a-1°4-19 3 Owner's Name (Fee Simple Title Holder): \ors f -tA t6T Col--'to Phone #: i 151 -1 0621 State : 'on-'n'\ Zip Code: 33 M8 Job Address (Of where work is being done): 116- 11 City: Miami Shores State: Florida Zip Code: 3a Owner's.Address: City: kik \--k \off Contractor's Company Name: 14Z - of :.. $ IOC, Phone #: 36C-2-51(9- (0440 Address: g sw \ City: t-k■-Ei State:-FL-00-11:45r � Zip Code: 33 ri ca Qualifier's Name : 36A t.i T b Lic. Number: Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work*. CkN- CaL '606(2 I hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless for all legal involvement. Signatur- A owner or Agent The foregoing instrument was aknowledged before me The f this \I day of Signature 20s2-,by (Ds Tc lav 'this Who is personally known to me or who has produ -f-141 to'(,- �ss'' indentification. Notary Sign: Seal: lic: A 4, .•ti�'� "�e'% MARIA M. SOLIS ��40 Notary Public - State of Florida • 'sue H ff= My Comm. Expires May 17, 2013 4 Commission # 00 855424 egoing ins Contractor or Architect ment y+as aknowledged before me yjani is personally known to me or Notary Sign; Seal: o has produced as indentification. Oststp% MARIA M. SOLIS .0,.p • Notary Public - State of Florida My Comm. Expires May 17, 2013 Commission # 00 855424 Me Shores Piaui Past C.onefontbdurn Association, Inc. 746 Oath East "Pt Street Marti Ewes, FL 33138 305-759-9(X39 / FAX 305-759-2101 E-MAIL spa123@attnet December 5, 2011 Mr. Ramon Baez Mrs. Sylvia Baez South Florida Impact Windows & Doors, LLc 4530 SW 71st Avenue Miami, FL 33155 Dear Mr. and Mrs. Baez: Due to the still pending items in order to fully complete the installation of our Impact Windows and Doors by South Florida Impact Windows & Doors; our Association presently has "Open Permits" with the City of Miami Shores Village for all our buildings. The "Open Permits ".for alb buildings will expire on December 31, 2011. (Please see attached copy for your reference). In view of our present situation and the status of permits, the Board of Directors of the Shores Plaza East Condominium Association, will be making a change in "Contractor" effective immediately. Very truly yours, The Board of Directors Shores Plaza East Condominium, Inc. cc: Yudany Fernandez, Esq Board of Directors NoRKAK OtttLbW, (5147tIctiit 3t caor, MJV SHORES PLAZA EAST CODOMINIUM PERMITS FOR WINDOWS ADDRESS PERMIT NUMBER STATUS WS1O -2193 715 NE 91 ST BLDG A 12/31/2011 OPEN WS1O -2191 717 NE 91 ST BLDG B 12/31/2011 OPEN WS10 -2190 723 NE 91 ST BLDG C 12/31/2011 OPEN WS 10 -2194 725 NE 91 ST BLDG D 12/31/2011 OPEN WSIO -2214 735 NE 91 ST BLDG E 12/31%2011 OPEN WS10 -2211 755 NE 91 ST BLDG F 12/31/2011 OPEN WS10 -2215 9120 NE 8 AV BLDG G 12/31/2011 OPEN WS10 -2213 9140 NE 8 AV BLDG H 12/31/2011 OPEN WS10 -2210 9160 NE 8 AV BLDG J 12/31/2011 OPEN WS10 -2212 736 NE 92 ST BLDG S 12/31/2011 OPEN WS1O.2231 726 NE 92 ST BLDG L 12/31/2011 OPEN WSIO -2192 716 NE 92 ST BLDG M 12/31/2011 OPEN WS1O -2242 745 NE 91 ST ADMON BUILDING CLOSED 4 m itn 1■•• 143 D 11" D D s: 11c;i1-§er17Cce E13T1 F1EE). MAL. RECEIPT. F-,-(Doin,estic Mattpoly7 Osurance Ccit'vt'rgp, , For degveni trkfarmaicto mNi our Milebsite at Postage Certified Fee Return Receipt Fee (Endorsement Required) Restdcted Delivery Fee (Endorsement Required) Total Postage & Fees 5 tier 114.VAT41.C.4....:DEIRA 6i:6E2iwg tiWai2 lia41i FL, a3LSr ,ftimiviik#"1,1** C ?fie Shores PCaza Past Candominzum .Association, Inc. 745 North East 914 Street Miami Shores, FL 33138 305-759-9069 - Voloe/Fax TheSPECAinC@oomoast.net- E-Mail October 15, 2011 Norman Bruhn (CBO) Building Director Miami Shores Building Dept. 10050 NE 2"d Ave Miami Shores, FL 33138 Re: Permit Number WS -12 -10 -2193 For Address: 715 NE 91 Street: Bldg. A Miami Shores, FL 33138 Permit Type: Windows/Shutters Expiration Date: 10/16/2011 Dear Mr Bruhn, Naryv,i) OCT172011 We are aware that the above referenced permit is about to expire. We have been unable to make any contact with Sylvia Baez of South Florida impact Windows and Doors for some time now. Our last attempted Contact was through our attorney on July 21, 2011. Our attorney has instructed us to go to small claims court over this issue. Based on the current situation The Board of Directors respectfully requests that the Village grant us an extension of the above referenced permit so that we may resolve this matter by obtaining another contractor to finish the job should things not work out with South Florida Impact Windows and Doors. Cordially, The Board of Directors Shores Plaza East Condominium Xkl 571 Terra aH1TEtT TRAL``'1 =1 t31tHEERrN9 Got ni Florida 33155 7„,$:0:5„,477940., _ esuarez( uareze: January 24, 2010 Miami Shores Village Building Department 10050 Northeast 2nd Avenue Miami Shores, FL 33138 Tel: (305) 795 -2204 RE: Permit #12 -10 -2211 755 NE 91st Street Miami Shores, Florida 33138 Dear Mr. Inspector: This letter is to confirm that hydraulic cement is ideal for use when filling the gap between an existing concrete precast sill /buck and the remaining space adjacent to the new window. This product for the following application is acceptable and I have no exception with its use when handled in accordance with the manufacturer's recommendation. Sincerely, Eduardo A. Suarez, P License PE64759 f\„ Y - y NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO TAX FOLIO NO STATE OF FLORIDA: COUNTY OF MIAMI -DADE: sT..°"EOFFLOP 1 HERBY CE CERT1F vriaina+Mcd it Ofei !Min 11111( 1111111II11111IIIII111111111111 CFN 2010808679 4 OR 61< `75 7 PGs 010533 C1p9:r RECnRDE() 12/29/?010 1 ' $ n3 t +; HARVEY R'LIVINF CCL.ER'l�. OF {.OUR MIAMI-DAC{E COUNTYy FLORIDA LAST PAGE A, COUNTY OF DAL-X-7. hEtf This is i "f ET Ch'this sir ^f THE UNDERSIGNED hereby gives notice that improvements will be madeA(Paertalolegl l t property, and in accordance with Chapter 713, Florida Statutes, the follovk i 'i'rifOrrC4O i' is provided in this Notice of Commencement. ,AD20, Cr..;�r;t;� NE i + �- �� Spa a ab v` re envied for use of recording office Lg al scnptiop,of roperty and stn et /address: 7t5 NE 1 ` $ ' .A r recording d Cs :ce 2. scaiton �1-. - ti M Of 5, - 1- _ S 2. Descfiption of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder G-S 4. Contractor's me, address and phone number Imo, 3 VS 5. Surety: (Paymer.: bond required by owner from c n ctor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: s�- 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, address and phone number: 8. In addition to himself, Owners designates the foliowing person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. �' Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Ow Prepared By Print Name Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE (`�� The foregoing instrument was acknowledged before me this ��"`- day of "4- • i By #!1 Aut Office irector/Partner /Man Prepared By -)`�^ Print Name Title /Office 1 ...4- ,—. ->51' 33 31 �-�- Individually, or 6 as jwis1r� for �fv, ❑ Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature By er(s)'s Authorized O er/Director/Partner /Manager who r 1g e'' . SYLVIA BAEZ 't,' Commission DD 687047 • pares August 8, 2011 :,,;•` SondedihtuTaYFa au1ws 701e v ' By p ,_ q. (�.. % �j �,JC 123.0142 z PAGES l�[ �y I 11 y3 AJe \ 4 17-6 1.111" 1 a ou - �`' \ , S-Ps wit %-RSNt 917_0 at- 24.-4.e7 42tiLID ?Qs 21A -A.e, Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 715 NE 91 Street Number: BLDG A Miami Shores, FL 3313$ -0000 113206044001 Block: Lot: SHORES PLAZA EAST CONDO Owner Information Address Phone Cell SHORES PLAZA EAST CONDO MIAMI SHORES FL 33138 -0000 Contractor(s) Phone CeII Phone SOUTH FLORIDA IMPACT WINDOWS (305)668 -8805 Valuation: Total Sq Feet: $ 15,000.00 0 1 Type of Work: WINDOWS & DOORS No of Openings: 37 Additional Info: IMPACT Classification: Residential Scanning: 8 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $9.00 $7.05 $7.05 $3.00 $5.00 $470.00 $60.00 $24.00 $12.00 $597.10 Pay Date Pay Type Invoice # WS -12 -10 -39649 12/23/2010 Check #: 13011 12/13/2010 Check #: 6702 Amt Paid Amt Due $ 547.10 $ 50.00 $ 50.00 $ 0.00 Available Inspections: 1 Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy December 23, 2010 Date December 23, 2010 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. JO II Master Permit No. Permit Type: BUILDING _ ^� OWNER: Name (Fee Simple Titleholder): ho rt°s T �) t0.,: STc01.Ac'Q Phone# 69 /5 coo Address: 145 Rol 14r -rcej City: M I A W t %ore`? State: t L Zip: '3 i36 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 715 N 15T6Tree-r 6 d f City: Miami Shores County: Miami Dade Zip: J3t�S Folio/Parcel #: Is the Building Historically Designated: Yes NO v Flood Zone: CONTRACTOR: Company Name:SIA11- ` ki)-L 44~- �ti, w vt"SPhone #: 3 (% U - Mo Address: I-{- 1 c (Ai .7 1j A `Ui 1,4,41;4._ ( 3 3l City: State: 1 Zip: 331 ST Qualifier Name: { r �—JOLVV\ DYl 133&2 Phone #: 31 (° (° State Certification or Registration #-,,\S� I 9 II R GI 1( GCertificate of Compete #: Contact Phone #: (v � X �'� �6 V S- Email Address: S ` Ct (` n p a C1 ycJA o D- c_0 (n DESIGNER: Architect/E- rchitect/Engineer: Phone #: Value of Work for this Permit: $ (4- ( 00 0 ` ° v Square/Linear Footage of Work: Type of Work: OAddress Description of Work: .Alteration ONew ORepair/Replace rn.p tace w.y\d;us Q dews ODemolition F/ IPA COLOR THROUGH ROOF TILE IS REQUIRED acknowle gr ed by: ***************************************Fees*******,* *Mr* * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ , o CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) r` Bonding Company's Address City State gage Lencigr''me (if applicable) € to Mc tgageLeniler's A d -)\s 1\10c, s 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 CONDMONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN AT TORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The fore oing instghment was ac �o ledg d be me this day of J\ / , 20 . by iO �`�� who is personally known to me or who has produced As identification and who did take an oath. NOTAR UBLIC: Sign: Print: 1\ .„.Sc‘ c•O My Commission Expires: �� <� robo� *********************************************************** Contractor ^/] The foregoi instrument was acknowl ged before me this !M�' day of , 20 r9 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commissi APPROVED BY Y�® (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Plans Examiner Structural Review .A. ** ' SY eL!: IA � Aq., Z toy rece 800 38 5.7018 t ypp, q�y l A„ BLx n 8, 2011 6 OL SSE-00s ecuemsul Awl n yS PeAuae LAM) c J LiOISS(,i+:x:.) L InS ' %°�� ' �,�, $° V5 ViA Zoning Clerk MIAMI. COUNTY, BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.eov/buildinecode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08-0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05 /10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R . • No. FTL 3587 dated 10/8/02, signed and sealed by Jo e • h Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Product Control NOA No. 0 : .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Pe• :. in PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.T. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th 'es C -740 Aluminum Casement Window — L.M.I., approved + ' 0 3/06, exp' j E ; 4 •! 5/22/08. Manuel P - P.E. Product Contro . 1 iner NOA No. i : 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LiTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. CONFIGURATIONS OPTIONS 3 X 3 0 3 x x 3 x 3 0 x x 0 O x x 0 x UNEQUAL LITES x UNEQUAL LITES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1 /8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 444 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR i44 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "X0" & "OX" CONFIGURATIONS SEE SHEET 9. £4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7° ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS.3" APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. £7. REFERENCE TEST REPORTS: FTL- 3580, FTL -3582, FTL- 3587, FTL -3729, P114607 AND FTL -4608. F.K Rend By. F.K Rem air FX. 33125/03 9 Oere 7/10/03 Ratio= ADD 13/48° LO.8 MOVE GLAZJNG DETAILS TO SHEET 2 NO CHANGE THIS SHEET 8/23/05 Rerbb" Oren, BY astir Clucked By. F.K. 12/17/02 ADD 76' HT., GLASS TYPES FAND G. REVISE ANCHORAGE. 1070 TECHNOLOGY DRIVE 1.1O1(O141S, FL 34275 P.O. 80X 1529 NOKO498. FL 34274 PG- Visibly Better NOTES AND TABLE OF CONTENTS ran ALUMINUM CASEMENT WINDOW, IMPACT B"WAkd6 CA-740 NTS Sheet 1 " 13 7045 -8 PRODUCT RENEWED as corare.yiaa, vat i5e nt t& (V21/r5_ Lucas A. Turner, P.E. PE 958201 Mechanical A 1/8" ANNEALED OR .090 PVB INTERLAYER 86 HEAT STRENGTHENED 1 GLASS 1-- 1/8" HEAT STRENGTHENED GLASS 30 31 3/8" AIR SPACE - 1/8" HEAT STRENGTHENED GLASS 1101 .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS Ream By F.K. Rend Mr FK Read 4. F.K 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT 1- STRENGTHENED GLASS .65" NOM. GLASS BITE Re"wrre: 3/25/03 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 01it"' .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL REDRAWGLAZMIG DETAILS &ADD 13/16"LG. 7/10/03 Qan er F.K dew Reece Resisiortte C 0 NO CHANGE THIS SHEET ADO 13/189AMI LG. W /7N67.AMI & CORRECT 5M6•LAM1 DETAIL ome: 03/25/03 Meek,. lax Date. 1070 TECHNOLOGY GRIME NOKOMIS, FL 34275 P.O.ODX 1529 NOKOMIS, FL 34274 �T Visibly Better GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT s""satoau CA -745 star NTS sr®c 2 m 13 Orevrinp No. 7045-8 R. D ( %144 Lucas A Turner, P.E. PE 558201 Mechanical CENTERLINE Read F.K F.K Rowe 9y F.K O`wnBy. F.IC ANCHOR 1 1/2" LOCATION TYP. 1 1/2" MID-SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID-SPAN ANCHOR DETAIL TYP. (2) SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. P 7� 4" MAX. 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. -- DAYLIGHT OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT — \OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. f 4° MAX. 4" MAX. -. I F 14 1/2" MAX. C. TYP. 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING / \ \ �. 7 SEE MEETING RAII/DETAIL �2fP (2) 30" MAX. —DAYLIGHT OPENING 13" MAX. O.C. 4" MAX. f I 4" MAX. 325/03 7/10/03 623/55 Ooh' 12117/02 Revisions. C Re"Nwr ELEVATION "B " -"MC (SEE SHEET 7 FOR PRESSURES) NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION 0 ►1► 37" MAX. VENT TYP. 13" MAX. O.C. 1 -I K 1 J 1- -1 141/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) 69° MAX. DAYLIGHT OPENING 0 76" MAX. HEIGHT 60" MAX. FIXED ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) CHANGE SHEET NO. REFERENCES ADD HINGE LOCATION DETAILS Checked by CHANGE MAX. HT T076'AND MAX DLO TO or DM: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 1.3 Batter (X" & XOX" ELEVATIONS 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT PRODUCT litt J'Eb asc"eepSy1aj 'MN tHxI"ia-M0 • (1f2(,/US 1ffier. ALUMINUM CASEMENT WINDOW, IMPACT sew CA-740 NTS Meet 3 m 13 Pb 7045 -8 Lisa" A Tumor, P.E. PE 058201 Mecha"kal mss, Fx 9 8r F.x ,rya,: F.X. DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL X5/53 14 112" MAX. O.C. VENT HEAD & SILL ONLY 8 13" MAX. O.C. 37" MAX. WIDTH 30" MAX. -- DAYLIGHT --- OPENING - —,� 4" MAX. 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 4" MAX. --1 I+ ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAXI 4" MAX. 14112" MAX. O.C. 30" MAX. 53" MAX. -- DAYLIGHT -•-] I 97* MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13° MAX. O.C. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING A 69" MAX. DAYLIGHT OPENING 4" MAX. 4° MAX. . ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) DAYLIGHT OPENING . . , /-\ , i 1---- 13" MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX. DAYLIGHT 7. OPENING 76" MAX. HEIGHT �— 13" MAX. O.C. 60" MAX. 37" MAX. VENT FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) CHANGE SHEET NO. REFERENCES 6/23/05 Der rallr F.K. Dater 7110/03 Reritemst ADD HINGE DETAIL 8 HINGE LOCATION NOTES CHANGE MAX. HT, 7076'ANDMAX. DLO TO 69' Dr. 12/17102 Clmb ar F.K. Derv: 1070 TECHNOLOGY DRIVE NOKOMIS, Ft 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Vxdr 'irgeBarrer "X", "Cr, XO" & OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT serruasaer CA -740 1 NTS sheet 4 m 13 7045 -8 76" MAX. HEIGHT PRODUCT RENEWED aeampDleg VDT the ROW stddmg Cmin Am;them Do•: -• 1 1 E pbuthe a ."YNS/Al Ile e 62_ f f/2 Voc- Lucas A Turner, P.E. PE 958201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5116" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) "X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 261/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 - 66.2 66.2 -65.0 65.0 -63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 80.0 - 58.5 58.5 -56.2 56.2 -53A 53.4 -51.3 51.3 - 49.8 49.8 - 48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58,9 - 56.1 56.1 - 53.8 53.8 -50.4 50.4 -47.7 47.7 - 45.6 45.6 - 43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48,6 -45.2 45.2 -42.4 42.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 raosuctamseo ""'v'Mb w1� nw 6. Y'7 %!!it ®ate B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 - 43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" S ES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 PRODUCT MEWED as complying ahptinFtDAdc guiding Ca Amputate No !t; . ,.,:.- .. Darla 2n4l44 ..� ibil. • ".:: TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/18" LAMI (3/16"A,.090,3/16 "HS) F.13/16" LAMI (1/8 "A,AIR SPAC ,7/18" LAMI -W/ 3116 "A,.090,3 /16 "HS) ALL "X" SIZE UP TO 37" WIDE x 76" HIGH -55.0 55.0 NOTES: X 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Roved AZ---rr fi7.1 LuDae A Turner. P.E PE #$8201 Mechanical FJC F.K 3/Z5/Q3 372 aawrax 8 ADD GLASS TYPE E TO TABLES ! & 4 1070TECHNOLOOrDRNE 801(08!8, FL 34275 P.O. BOX 1529 NOKOMIS, F.34274 P T PRESSURES- X CONFIG. WINDOWS �S F.K FK F.K. Data. 7/10/03 6 6/23/08 C " D NO CHANGE THIS SHEET REVISE OPTION T4. ALUMINUM CASEMENT WINDOW, IMPACT D'a" �' a: F.K. mm 12/17/02 CM1 Jr®48y I Nobly Better swu�aass CA-740 ' NTS s 5 . 13 Mem.. 7045 -8 R0Y D COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 "XX" WIDTH GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) HEIGHT 26 NEG POS 31 NEG 36 38 3/8 43 48 50 5/8 54 57 60 63 POS NEG POS NEG POS NEG POS NEG 37 43 A A -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 POS 70.0' NEG POS NEG POS NEG POS NEG POS NEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 A -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 57 A -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 60 A -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58.0 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 68 A -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 X X 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 74 A 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (118 "HS,3 /8" SPACE,5116" LAMI -W/ 1/8"HS,.090,1 /8"HS) TABLE 5. ALL "XX" SIZES UP TO 74" WIDE x 83" HIGH 1-75.01 70.0 "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3116"A,.090,3/16"HS) TABLE 5A. ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.01 70.0 "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) F.13/16" LAMI (118 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. per Revsd "t. F.K. Damn 1:1, Revisions: 0eb 12/17/02 Checked 9, SENSE ANCHORS & ADD TABLES 76' HEIGHT OP77ON Dar 10707ECHNOLODYOWE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PGT Visibly Better Vackaarr PRESSURES- XX CONF!G. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT sw"amcle CA -740 NTS 6 13 ae�sea 7045-8 D l V2f /G'S' Lucas 4. Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 8. "0° & '1/41/2-1/4 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL4607, FTL -4808 GLAZING OPTIONS: A. 5/16" LAMI (1/8"A,.090,1/8"HS) B. 5/16" LAMI (118°HS,.090,1/8 "HS) C. 7/18" I.AMI (3116"A,.090,3/16 "HS) E. 13/16" LAMI (1181HS,3/8" SPACE,5/16" LAMI -W/ 1/81H8,.0901/81HS) F.13/18" LAMI (118'A,AIR SPACE,7 /16" LAMI- W /3/16"A,.090 3/181HS) HEIGHT WIDTHS "0" "XOX" A 28 31 38 38 3/8 43 48 50 5/8 54 57 60 63 67 72 76 NEG -75.0 POS 70.0 NEG -75.0 POS 70.0 NEG -75.0 POS 70.0 NEG -70.4 POS 70.0 NEG -50.4 POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 36 72 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 44.8 -422 422 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -75.0 70.0 70.0 -90.0 -73.7 70.0 70.0 -90.0 -67.9 70.0 87.9 -90.0 -59.0 70.0 59.0 -90.0 -52.8 70.0 52.8 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.01 55.0 37 74 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -75.0 70.0 70.0 -90.0 -87.8 70.0 67.8 -90.0 -82.1 70.0 62.1 -90.0 -55.7 70.0 55.7 -90.0 -49.8 70.0 49.8 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.01 55.0 3912 79 -43.6 43.6 -41.1 41.1 -38.6 38.6 -36.5 36.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 42 84 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 A -75.0 70.0 -75.0 700 -62.4 62.4 -58.4 58.4 -90.0 -83.3 70.0 63.3 -90.0 -58.4 70.0 56.4 -90.0 70.0 -90.0 70.0 70.0 -87.4 70.0 -832 70.0 -55.01 55.0 -55.01 55.0 -53.4 -50.0 50.0 -46.9 46.9 -44.3 44.3 -41.9 C,F A -90.0 -75.0 70.0 70.0 -90.0 -70.3 70.0 70.0 -90.0 -58:0 70.0 58.0 -90.0 -54.8 70.0 54.6 -90.0 -59.3 70.0 59.3 -90.0 -53.6 70.0 53.8 -90.0 70.0 -90.0 70.0 70.0 70.0 -76.6 70.0 -55.01 55.0 45 90 -50.9 50.9 -47.5 47.5 44.7 -42.1 42.1 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -85.0 70.0 65.0 -90.0 -54.3 70.0 54.3 -90.0 -51.1 70.0 61.1 -90.0 -55.1 70.0 55.1 -90.0 -5t4 70.0 51.4 -88.2 -48.6 70.0 -81.8 70.0 -76.9 70.0 -72.4 -692 69.2 48 96 45.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 40.4 -38.4 38.4 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 5012 101 A -75.0 70.0 -80.8 60.8 -51.3 70.0 51.3 -90.0 -48.3 70.0 48.3 -90.0 -52.7 70.0 52.7 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 -67.3 87.3 -48.7 48.7 -46.9 46.9 -43.5 43.5 41.3 -392 392 -37.1 37.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -74.3 70.0 -5321 532 C,F A -90.0 -75.0 70.0 70.0 -90.0 -58.7 70.0 58.7 -90.0 -48.7 70.0 48.7 -90.0 -45.4 70.0 45.4 -90.0 -50.0 70.0 50.0 70.0 46.1 -75.7 -442 70.0 -70.3 -422 70.0 -63.5 63.5 -60.5 60.5 531/8 108 3/8 422 -40.1 40.1 -38.0 38.0 -362 36.2 B,E C,F -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 A -90.0 -75.0 70.0 70.0 -90.0 -582 70.0 582 -90.0 -47.9 70.0 47.9 -90.0 -44.5 70.0 44.5 -88.6 -49.1 70.0 49.1 -76.4 -45.3 70.0 -71.1 -43.4 70.0 -66.5 -63.0 63.0 60.0 -49.41 49.4 54 108 43.4 -41.9 41.9 -39.8 39.8 -37.6 35.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 5512 111 A 8,E -75.0 -75.0 70.0 -57.1 57.1 46.4 •48.4 -43.3 43.3 -86.9 47.5 70.0 47.5 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -70.1 -42.2 70.0 42.2 -65.4 -40.8 65.4 -61.8 61.8 -59.1 -56.4 56.4 40.8 372 -35.4 35.4 C,F 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -70.8 70.0 A -90.0 -75.0 70.0 70.0 -90.0 -562 70.0 56.2 -90.0 -44.8 70.0 44.8 -90.0 -42.1 70.0 42.1 -84.3 -482 70.0 482 -42.5 70.0 42.5 68.4 412 -63.6 63.8 -57.5 -54.8 54.8 -51.1151.1 57 114 B,E -75.0 -38.5 -36.7 36.7 -34.8 34.8 C,F 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -69.6 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 5812 117 A B,E -742 70.0 -55.0 55.0 43.4 43.4 -40.9 40.9 -44.8 44.8 -41.3 41.3 -66.7 66.7 402 -58.7 -55.9 -532 53.2 -4521 452 -38.7 38.7 -37.8 -342 342 CF A -75.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -722 70.0 60 120 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 -72.9 70.0 -53.4 53.4 422 42.2 -39.7 39.7 -43.5 43.5 40.4 B,E C,F -75.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 TABLE 7. GLAZING OPTION: D. 7/16" LAMI (31161-18 .090,3/161-IS) TEST REPORT: FTL-3580 TABLE 7A. TEST REPORTS: FTL-4807, FTL-4608 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A 1/4" SS4 CRETE-FLEX ANCHORS. 2.1F INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Rand F.K Rem 3/25/03 Ron: B 4 1 2 4 0 ADD GLASS TYPE E TO TABLE Rend Bp F.K Read Ely: F.K. awn* F.K. Oeb 7/10/03 wm &23/05 12/17/02 Re ato. C Revisions: D Checked Ry NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 75' HT. OPTION pate 1070 TECHNOLOGY DRIVE NOKOMIS, R. 34275 P.O. BOX 1S23 NOKOMIS, FL 34274 Visibly Better rdiec ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS Steen 7045-8 Lucas A. fluter, P.E. PE 55E1201 Mechantcal COMPARATIVE ANALYSIS TABLE 8. 'XO" OR "OX" & "113- 113 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAM (1/8A,.090,1/8 "HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC ' POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 1/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 - 69.5 89,5 - 67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 87.7 -64.9 84.9 -62.7 62.7 -80.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 68.4 68.4 -63.9 63.9 -80.0 60.0 -58.5 58.5 - 582 562 -53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -81.8 61.8 - 58.9 58.9 - 58.1 56.1 - 53.8 53.8 - 50.4 50.4 -47,7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 66.4 - 582 582 - 55.6 55.6 -52.8 52.6 49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 108 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 - 48.9 48.9 - 45.8 45.8 -42.8 42.8 - 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39 7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.6 -49.9 49.9 -46.4 46.4 - 43.5 43.5 -41.1 41.1 -38.6 38.6 1 3 X 1 3 O X X 0 0 X TABLE 9. XO" or "OX" & "1/3- 1/3 -1/3 XOX° WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS,3/8° SPACE,5 /16" LAMI -W/ 1 /8"HS,.090,1/8"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 TABLE 10. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-90.01 70.0 TABLE 10A. °XO" or "OX" & "1/3- 1/3 -1/3 XOX° WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3116 "A,.090,3 /18 "HS) F.13/16" LAMI (1 /8"A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1-55.01 55.0 NOTES: 6 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Rwad Br F.K Read Ely F.K RoadBp. F.1( 92395 CHANGE ANCHORS AND ADD 76° HEIGHT OPTION 32593 Dais 711093 Ravish" B Rev&d"m PRODUCT RENEWED eataplylag with the F10IMi MOW, Cede Acttist2SS2 N9 5595 Dal ADD GLASS TYPE E TO TABLES NO CHANGE TH1S SHEET Damn 8, F.K. Dee: 12717102 Cheri. By: Celle 1070 TECHNOLOGYORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FT. 34274 PST PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS >de ALUMINUM CASEMENT WINDOW, IMPACT Visibly Ben, B"b"4roLa4 CA-740 NTSI 8 « 13 7045 -8 CZ Lucas A. Turner, P.E. PE 389201 Mechanical COMPARATIVE ANALYSIS TABLE GLAZING OPTIONS: 11. "XO" or °OX° & "XOX" UNEQUAL UTE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL-4607, FTL -4608 A. 5/16" LAMI (118 "A,.090,1 /8"HS) B. 5116" LAMI (1181HS,.090,1 /8 "HS) C. 7/18" LAMI (3/18 "A,.090,3 /16"HS) E. 13116" LAMI (1/8"HS,3/8" SPACE,5/16" LAMI -W/ 1 /8 "HS,.090,1/8"HS) F. 13/16" LAMI (118 "A,AIR SPACE, 7116" LAMI -W/ 3116 "A,.090,3 /18 "HS) HEIGHT WIDTHS 26 36 38 3/8 43 48 50 5/8 54 57 80 63 67 72 76 "XOX" VENT FIXED NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGI POS NEGIPOS NEG 1 POS 69.284 19.125 31.014 A - 75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 84.9 64.9 - 60.6 60.6 -58.1 58.1 - 56.1 56.1 -53.3 53.3 -50.5 50.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 55.0155.0 - 55.0155.0 - 55.0155.0 88.919 24 A -75.0 70.0 -89.1 69.1 -63.4 63.4 -58.5 58.5 -50.4 50.4 -47.5 47.5 - 44.1 44.1 -41.8 41.8 -39.2 39.2 - 38.9 36.9 38.919 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -852 70.0 -55.01 55.0, -55.01 55.0 -55.01 55.0 95.973 27 A -75.0 70.0 -80.5 80.5 -57.2 57.2 - 62.1 62.1 -55.2 552 -52.8 52.8 -49.1 49.1 -46.2 48.2 -43.6 43.6 -41.1 41.1 42.973 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -772 70.0 -73.1 70.0 - 55.0155.0 - 55.0155.0 - 55.0155.0 108.849 30 . 48.649 A -75.0 70.0 -53.5 53.5 -50.4 50.4 - 54.5 54.5 - 50.7 50.7 -48.2 48.2 - 44.9 44.9 42.0 42.0 - 40.1 40.1 - 38.0 38.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.8 70.0 -89.7 69.7 -68.3 88.3 - 63.1 83.1 - 55.01 55.0 -55.01 55.0 - 52.2152.2 115.892 32 A -75.0 70.0 -49.9 49.9 - 48.8 48.8 -51.3 51.3 -47.4 47.4 - 45.5 45.5 -42.7 42.7 - 40.7 40.7 - 38.6 38.6 - 36.8 38.6 51.892 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -732 70.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 -68.3 68.3 - 84.8 84.8 -61.4 61.4 - 58.8 58.8 - 55.0156.0 - 50.9150.9 - 47.7147.7 122 33.687 A -75.0 70.0 -47.3 47.3 - 44.0 44.0 - 48.4 48.4 - 44.7 44.7 42.8 42.8 41.4 41.4 -39.5 39.5 -37.5 37.5 - 35.7 35.7 54.627 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 - 84.7 64.7 -81.0 81.0 - 58.4 58.4 -55.7 55.7 - 52.1152.1 - 47.7147.7 - 44.6144.6 123.135 34 55.135 A -75.0 70.0 - 46.8 48.8 -43.6 43.8 -47.9 47.9 - 44.3 44.3 -42.4 42.4 -41.1 41.1 - 39.3 39.3 . -37.3 37.3 -35.5 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.6 68.8 - 84.1 64.1 - 60.5 80.5 - 57.9 57.9 - 552 552 - 51.5151.5 -47.2147.2 - 44.0144.0 128.000 34.791 A -75.0 70.0 - 45.5 45.5 -42.6 42.6 -46.7 -46.7 -43.1 43.1 -41.8 41.6 -40.2 402 - 38.7 38.7 -36.9 38.9 -35.0 35.0 56.418 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C,F - 90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 67.3 -62.5 82.5 - 592 592 - 58.5 56.5 -53.8 53.8 - 50.1150.1 -45.8145.8 - 43.0143.0 130 35.896 A -74.4 70.0 -43.6 43.6 41.2 41.2 45.1 45.1 41.5 41.5 40.4 40.4 -38.9 38.9 -37.7 37.7 - 38.2 362 - 34.3 34.3 56.209 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -88.6 88.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -89.3 69.3 35.3 65.3 -60.6 60.6 -57.6 57.6 - 54.7 54.7 -51.9 51.9 -48.1148.1 -43.9143.9 -41.9141.9 130.378 36 A -74.3 70.0 43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 40.3 40.3 - 38.8 38.8 -37.6 37.6 -38.1 36.1 - 34.3 34.3 58.378 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -72.3 70.0 - 68.5 68.5 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.8 70.0 - 69.1 69.1 -65.1 85.1 -60.5 60.5 - 57.4 57.4 - 54.8 54.6 -51.7 51.7 48.0148.0 -43.8143.8 -41.8141.8 134 37 A -72.9 70.0 422 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 -37.7 37.7 - 38.7 38.7 - 35.5 35.5 - 33.7 33.7 80 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -87.3 67.3 - 83.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 - 50.0 50.0 -46.3148.3 42.8142.8 -40.8140.8 DOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. 'XO" or "OX° & "XOX" UNEQUAL LITE WINDOWS GLAZING OPTION: D. 7/18" LAMI (3/161HS,.090,3/18°HS) TEST REPORT: FTL -3580 ALL 'MX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH 1 -90.0 70.0 TABLE 12A. °XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL-4607, FTL -4808 GLAZING OPTIONS: D. 7/18" LAMI (3N8"H6,.090,3/18"HS) G. 13/16" LAMI (1 /8 "A,AIR SPACE, 7/18° LAMI- W/ 3/16"HS,.090,3116"HS) ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "X0° or "OX° SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH 1-55.0 55.0 A NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Reed By F.K eau 3!25103 amm: Rmrtlmm B X 0 X UNEQUAL LITES X 0 UNEQUAL LITES 0 X UNEQUAL LITES PRonuc r 975WE8 as cornphis?Jig: 61e p?aridL 9ahlIbE CsQ. Acu:,ut. r Zs, e :.. 1 r: / // �,� PL;.4 , is 11. T i ADD GLASS TYPE ETO TABLE 11 Rendey F.K Rend ay F.K Tham [g: F.K 7/10/03 Ree6lmn: NO CHANGE THIS SHEET 6/23/05 0#e 12/17/02 Revisions: O CHANGE ANCHORS AND ADD 76' HEIGHT OPTION Gdey 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visib& Better eeeawme PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT se"vaoae CA -740 NTS 9 m 13 7045 -8 nor D Lune A. Tumor, P.E PE 658201 Mechanical REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 0 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q MAX. VENT DAYLIGHT OOPENING (SEE SHT. 3) MAX. HEIGHT (SEE SHTS. 3 & 4) Re dBr F.K. MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX fREFERENCE "XX"FRAME ASSEMBLY DETAIL, SHEET 11 Q MAX. VENT II Ai "ill �f- Omm DAYLIGHT OPENING -f (SEE SHT. 3) MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) Oslo: 325/03 VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X PRODUCT RENEWED as complying with the Mori & Ridding Code Acceptance r; • ado l_1".5%,% /1 2013 ra Rattionr 8 ADD 13/16' I.G. GLAZING BEAD ITEM Faa46y FK We 7110/03 Renzi Si. F.K miss Bn3MS RBVbim= SHOW TOP HINGE CHG SHT. NO. REF. AND AOD ITEM 89 O.eM"4r F.K. 12717/02 cad e< Dab: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PiGir Viuiblp Bearer SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT S"ivexme CA-740 NTS 10 • 13 wwtgNa 7045 -8 1144/ or Lucas A. Turner, P.E. PE 958201 Mechanical FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13' MAX. O.C. W/ (2) SCREWS 3" APART AT M1D -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB Rand By F.K. #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL Mfrs 3/25/03 ReKR""' 8 MAIN FRAME ASSEMBLY DETAIL -►1 1.376" 440" .095" I CASEMENT BACKING PLATE MAIL: 6063 -T6 DWG# 7071 1 .434" 2.854" .062" NOM. 1.159" 2.139" OSASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A .4 L--- 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A 3.544" .062" NOM. .062" NOM. L2.784" 2.919" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A NO CHANGE TMS SHEET Re"dey F.K Rem Sy F.K. Ogre 7/10/03 Rer6frts NO CHANGE THIS SHEET Revisions: ADD ITEM 89 ,A""n By F.K thr 12/17/02 Checked By 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 PAGT Visibly Bette' EXTRUSIONS 8 ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT sub: Skin' Moss , CA.740 NTS 11 a 13 7045-8 Lucas A. Titme.i. P.E. PE 058201 Mechanical PARTS LIST ITEM DWG 6 PGT. # DESCRIPTION 1 7002A MAIN FRAME - HEAD, SILL & JAMBS 2 1155 781PQA #8 X 1 QUAD PH SMS 3 7008 70834A FRAME CORNER KEY 4 7005A 12"Xlr2"XI/8" CLOSED -CELL FOAM TAPE 5 70034 781PQA SASH - TOP, BOTTOM & SIDE RAMS 6 1155 781PQA #8 X I QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 67407 SASH CORNER KEY 9 7024 13/16° MAXIM MULTI -POINT LOCK 10 7026 LOCK SUPPORT PLATE 11 3/16A & 3/161LS GLASS WITH AN.0901NTERLAYER - SOLUTIA OR DUPONT PVB #10-24 X.562 PH. PN. TYPE F 12 7014 3/16215 & 3/1611S GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB MULTI -LOCK KEEPER (R.H. & L.H.) 13 1157 78X78PPSMS 68 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8. 32X.375 PJLPN.TYPEB 21 7032 STUD BRACKET (L.H. & R.H.) 22 7858ZA 68 X 5/8" FLT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) 26 710x12FP #10 X.500 PH. PHL. 30 5/16° LAMINATED (1 /8A & 1/81LS GLASS) .090INT'ERLAAYER- SOLUTIA OR DUPONT PVB 31 5/16' LAMINATED (1 /811S & 1/8115 GLASS) .090 INTERLAYER - SOLUTJA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3/16215 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3/16215 & 3/16115 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16 ") 41 7042 (RAZING READ (7/16") 43 1224 61E247 VINYL BULB WSTP (CHICK) 44 SILICONE -DOW CORNING 899, 995 OR EQUIV. 45 PARABOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTWB 68 X.500 SQ. PN. TEK SMS 67 70044 67004 CASEMENT FRAME 458'Y. TUBE 68 7I2XIPPT 612 X 1" PH. PHIL. TEK. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE FF1( K merva FK Nana F.K Ommer Calm 7/10/03 6/23/08 een 8 e ADD 13/18° LG. GLASS 8 GLAZING BE4D PARTS LIST CONT. ITEM DWG # PGT. 6 DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X.750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL &JAMBS 81 1155 781PQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86 13/16° LG. GLASS (118°HS, MR SPACE, 5/16 °LAM!) 5/16" LAM!= (2) LITES OF 1/8T15 GLASS WJI7! A/6.090 INTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16" LG. GLASS (1/8"145, AMR SPACE, 7 /16°LAMI) 7/16° LAMI= 3/16A & 3/161LS GLASS WITH AN.0901NTERLAYER - SOLUTIA OR DUPONT PVB 13/16" LG. GLASS (1/81LS, AIR SPACE, 7 /16"LAMI) 7/16° L441= 3/16215 & 3/1611S GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" .050" .865° 0 5/16" GLAZING BEAD MATL.: 6063 -T6 DWG# 7036 .523° —.-i .050" --yli .865" 07/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040° w 1.000" .423" --I 0 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 993° r-r.289" .040°— L r— .172" .870" .050" Imo— .569" O13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 —�I 1.1241r- .125° .062" --►� 1� .093" 0 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 2.701 natant NO CHANGE THIS SHEET KoW4be°: 12/17/02 Cheek* ey ADD EQUN. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS' FL 34274 Visibly Better a PARTS LIST & EXTRUSIONS rm° ALUMINUM CASEMENT WINDOW, IMPACT aftalat CA-740 NTS 12 m 13 7045-8 Rest D Lucas A. linter, P.E. PE 058201 Mechanical 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ,SEE NOTE. c NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 21/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. �� x a 1 1/2' MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM — ► A SEE NOTE 1 SEE NOTE4 1/4° MAX. SHIM ASEE NOTE 1 /111111111 I ��II'II1!Itll IIII hA SEE NOTE 4 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM I-+- A SEE NOTE 2 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK '�:'i�I,i liMll,'Il�lll,lllll116 ,.,f 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE SEE NOTE 4 1/4" MAX. SHIM ,SEE NOTE 1 �� "�IIII�f ll�lll�li11��1�h. A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM 7 SEE NOTE A 1 A SEE NOTE 4 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A SEE NOTE 4 —.-I 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE SEE NOTE 4 �IlffI0I 1 III ",1 111111illlilillp 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. F wear F.K. Remo Dy. F.K Oman er F.K Ode: 3/25/03 c� ' 7/10/03 5/23/05 Oeb: 12/17/02 NO CHANGE THIS SHEET Revisiorup C 'golden. O cmed.aer NO CHANGE THIS SHEET REVISE NOTES AND REMOVE 3/19' TAPCONS & 414 SCREWS 0484 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIN R 34274 �T- Vis/b& Better ANCHORAGE DETAILS 10 ALUMINUM CASEMENT WINDOW, IMPACT amr CA-740 NTS 13 d 13 7045 -8 Lucas A. Turner, P.E. PE #58201 Mechanhsi MIAM BUILDING CODE COMPLIANCE OFFICE (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.buldinecodeonline com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series SH -700 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 # 05- 1018.01 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 PGT Industri NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, 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) 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 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) E -1 /1 Manuel Per =' Product Control " L er NOA No. 07 -0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) 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 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4648, dated 08/10/05, signed and sealed by Edmund() Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 8. 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 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA #05-1018.01) E -2 �� Manuel Pe Product Control er low NOA No. 07 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'1 °1ED 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. E -3 el Product Con + i 1 a er NOA No. 1..22,06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 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. 5/18' 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 MAXIMUM PVB INTERLAYER. C. 5/18" LAMI CONSISTING OF (2) LITES OF 1/6" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIICEEPSAFE MAXIMUM PVB INTERLAYER D. 7/18" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 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. F. 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER G. 13/18" LAMI 13: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER H. 13/16° LAMI 13: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 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 L 13/16" LAMI 13: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13/16' LAMI 13: (1) UTE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16° LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS WITH A ,090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K.1316" LAMI 13: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN 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. L 13/16" LAMI 13: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3118° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER AM. LAMI 13: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: °OX" (1/1, VIEW AND RADIUS TOP, ALL WI LOW OR HIGH SILL OPTION) R. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A7. REFERENCES: TEST REPORTS FTL- 4846, FTL- 4648, FTL- 4847, FTL- 4648, FTL -4649, FTL -4850, FTL -4651, FTL- 4723, FTL -4957, FTL -4958 AND FTL -5083. ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). Doke 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 7 ANCHORAGE 8-11 06 2.011 R sta= c.nc mwu,r CH4NGENOTE.93 &7. ADD N07E9. ADD GLASS TYPEM 8 RPJC ore TO NOTE 1. GLAZING OFTIOiVS FJC 1209 A FJC 11/13413 ADD F 1.473870NOTE7. Ikon* aft Cbmbef Etx FJC 8/1� J.J. 879 TECHNOLOGY DRIVE NOlc , FL 84278 P.O. BOX 1829 NOMA% Fl., 84274 c;T Visibly BetNr GENERAL NOTES Tic ALUM. SINGLE HUNG WINDOW, IMPACT NTS a 1 11 Darplla 4040-20 B /77": r5` /7 Robert L Chu*. P.E. PE #39712 Sbuchvai 4r1/8° 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 ® NOTE: LAMI 10 OUTBOARD LITES MAY BE UPGRADED TO 3/18" WITH NO CHANGE IN DESIGN PRESSURE. <j EXTERIOR INTERIOR * (ALL SECTIONS) 3/16* ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7 /18° LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE Rawl* FJC D." uar 1103/06 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED AIR SPACE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 13/18' NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI R"Wa Ibtiskor 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13118" NOM. 13/16" LAMI IG GLASS WI 7/16" LAMI mood Of FJC A ADD REM EN TOMB LAM L O. GLASS TA,A,A) &LtMUONOTE NO CHANGE THIS SHEET Da e"p FJC DAY W1A78 J.J. dP19pi7 1070 'TECHNOLOGY DRIVE NOKOW8, FL 34276 P.O. erg 11520 NOKOMIS, FL94274 V14i�! Betar GLAZING DETAILS 7- ALUM. SINGLE HUNG WINDOW, IMPACT thdoAladr SH700 Bair Full s.e 2 > 11 4040 -20 3A/7 Robert L Ckek, PE. PE039712 Structural 111 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS W/ HIGH L OPTION ® TABLE 1. TIP-TO-TIP F DIMENSIONS WINDOW HEIGHT WIDTH 63" 88" 68" 70" 72" 74" 78" 48" A,B,M A. +80:0 -8 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 50" A,B,M i +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 52" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 531/8" A,B,M A + .0 -80.0 +5.0 -80.0 +79.6 -79.6 +78.2 -78.2 +78.8 -76.9 +75.4 -75.4 +74.0 -74.0 UP TO 53118" C,D,E,F,G,H,I,J,K,L + .0 $0.0' +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD VI NS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS W! HIGH SILL OPTION ® TABLE 2. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 3/8" 44" 50 518" 63" 72" 74" 76" 48" A;B,M® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 70.0 +70.0 70.0 50" A,B,MA +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 52° A,B,MA +80.0 -80.0 +80.0 -80.0 +80.6 -80.0 +78.9 -78.9 +70.0 70.0 +68.8 -68.8 +67.6 -67.6 531/6" A,B,MA ' +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +88.0 -88.0 +68.7 -66.7 +65.5 .85.5 UP TO 531/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH GLASS TYPE TABLE 3. WINDOW HEIGHT MINUS BASH HEIGHT (MAX. WINDOW HT. W/ SASH c 76" FLANGED AND 75" INTEGRAL FIN) 531/8" D,E,F,J,K,L 17118" I 22 11/18" 50.0 j -80.0 +80.0 -B0. + -80.0 28 3/16" J I 33 3/4" I 39 5/18" +80.0 � -80.0 +80.0 I -80.0 +70.0 � -70 4413/16" 603/8" 5515/16" + -70.0 +70.0 1 -70.0 +70.0 1 -70.0 +70.0 I -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5116" LAMI - (VB"A,.090,118"A) FTL4847, 4648, 4723, 4957 B. 5/16" LAMI - (1 /8"A,.090,1 /8"HS) F1L -4647, 4648 C. 5/16" LAMI - (1/8"HS,.090,118"HS) FTL- 4647, 4648 D. 7116" LAMI - (3/16"A,.090, 3116"A) F11 -4845, 4885 E. 7116" LAMI - (3116"A,.090, 3/16"HS) FTL-4845 F. 7116" LAMI - (3/18"HS,.090, 3/16 "HS) FTL-4845 G. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 5/16" LAMI - (118"A,.090,1/8"A) FTL -4646, 4723 H. 13116" LAMI IG - 1/8"HS, AIR SPACE, 5/18" LAMI - (118"A,.090,118"1-1S) FTL-4846 I. 13/16° LAMI 1G - 118"HS, AIR SPACE, 5/16" LAMI - (1/8"HS,.090,1 /5"HS) FR.-4648 J. 13/18" LAMI 1G - 1 /8"H0, AIR SPACE, 7/16" LAMI - (3/18"A,.090, 3/16"A) FTL-4849, 4850 K. 13116" LAMI 10 - 118"HS, AIR SPACE, 7/16" LAMI - (3116"A,.090, 3/16"1-15) F1L- 4849, 4850, 4958 L 13/16" LAMI 10 - 1/8"HS, AIR SPACE, 7/18" LAMI - (3/16"HS,.090, 3116"HS) F11-4849, 4650 M. 13/16" LAMI 10 - 1/8"A, AIR SPACE, 5/16° LAMI - (1/8"A,.090, 1 /8"A)A FTL-5063 HT. "0" MEETING RAIL 1 "o" MEETING RAIL MEETING RAIL NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP-TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 125/8" MINIMUM TO 38" MAXIMUM.® assente FJC cMee a.aa 11713/08 ® WHT. MINUS SASH HT. w,we.e, Itodsbos 8 awed* FJC aft V24S9 A LIMIT E TOAEMME 1500.02. REMOVE S70VEW8ASHHTREF, TABLES SEWED CUSTOM FORMAT DP8. ADD WE R1. UPDATE TE8TNOS ADD F7L4723TOGLASS TYPES AMID a nun* FJC Das 871/'8 asdmdlte J.J. 22.1107 1070 TECHNOLOGY ERNE NOIOOMIS, FL 34278 RO. BOX 1828 NOMA& FL 34214 PST trtaibly Better DESIGN PRESSURES Ole ALUM. SINGLE HUNG WINDOW, IMPACT semdre SH700 Sials NTS el,eee 3 of 11 Owmvme. 7 4040 -20 1473 i .ice 7r:711. Robed L Claik, P.E. PE 539712 Structural SEE DLO TABLE SEE DLO TABLE (MAX) SEE DLO TABLE SEE DLO TABLE 531/8" MAX. FLANGED WIDTH 621/8° MAX. I.F. WIDTH D +� � 75' I.F. D HEI 38 7/16" MAX. SASH HEIGHT 48 1/4" MAX. VENT DLO (ALL)-' DETAIL A 1/1 B ®MAX. FLANGED HEIGHT O 46 5/8" MAX. FIXED rDLO (ALL) 1 7s I.F. HEIGHT X j 531/8" MAX. FLANGED WIDTH 621/8° MAX. I.F. WIDTH D +� � 75' I.F. D HEI 38 7/16" MAX. SASH HEIGHT 48 1/4" MAX. VENT DLO (ALL)-' DETAIL A 1/1 B ®MAX. FLANGED HEIGHT O DETAIL 7s I.F. HEIGHT 76" FLAN HEI X j A 20" SASH HEIGHT 34 3/16° B 41 5/8" 411/4" B-J DETAIL D VIEW (CUSTOM SASH) GED HT 1 IA SEE DLO TABLE O 75" MAX. A I.F. HEI HT SEE DLO ® TABLE 78' MAX. FLANGED HEI HT SEE DLO TABLE 1 } X S1 NO 4 DETAIL B VIEW (STANDARD SASH) E SEE DLO TABLE SEE DLO TABLE 1 75" MAX. I.F. +� HEI HT ® MAX FLANGED HEI HT 20° SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. Ater le Dee Rsilabte DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 34 3/16° B 41 5/8" 411/4" C 41 1/4" 40 7/8" D 52 5/8" 5211/16" E 52 1/4" 52 5/16" SASH LOW HIGH DETAIL SILL SILL A 34 1/2' 34 3/16" B 27 7/16" 271/8" C 277/16" 271/8" D 163/8" 153/4" E 16 3/8" 153/4" TABLE 5. .04 241/ FJC Mae 11/13185 Apellionr Dam 911103 A w"wdie, J.J. ADD SITE ORAL FlN(LF.) VERSION, CHG. NOTE3. ADD NOTE 4. NO CHANGE THIS SHEET oths2/23/07 1070 TECHNOLOGY DRIVE NOKONB, FL34270 P.O. KRISES NOKOWS, FL 34274 PG..T VIsth Beuer ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT AdmIlkdit stem arms NTS art 4 a 11 m�tew 4040 -20 B Robed L park, P.E. PE 939712 Structural NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6' FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING INSIDE NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,1) MAX. FIXED LITE DAYLIGHT OPENING 2.710' 7,80R17 MAX. FIXED LITE DAYLIGHT OPENING MAX WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS A OUTSIDE INSIDE MAX. HEIGHT OUTSIDE MAX. VENT DAYLIGHT OPENING FJC HIGH SILL LOW SILL HEAD ALF. FRAME OUTSIDE JAMB OUTSIDE, - 2.710' 11 1 PRODUCT REVISED . amp with Sae rrelie • tee 2.330' (LOW SILL) SEE NOTE ABOVE DOE Oda OV1308 SECTION B-B (LOW SILL SHOWN) Reviles Rodskar 8 ULTRALIFT ONLY 2.948' (HIGH SILL) ALTERNATE HIGH SILL ULTRALIFT ONLY ADD LP. SECTIONS & CONSOLIDATE HAL COMPONENTS F.K� ure 124A8 A NO CHANGE TIM SHEET balm BF FJL Mkt SH 08 ckniad J.J. ors 2121x07 1070 'TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BON 158 NOKOMIS. FL NM Pc" VLribl! Better SECTIONS raw SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) ALUM. SINGLE HUNG WINDOW, IMPACT SH700 ads Halt Stme 5 - 11 rtioMv 4040 -20 Robert L Clark, P.E. PE 039712 Structural ITEM DWG# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 2 1155 #8 X1.000 QUAD PN. SMS 781 PQA 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 8 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 512244 8 4025 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/8 ", 5/8 ", OR 11116" 10 1080 BALANCE COVER, 3/8" OR 5/8" 6BALCVR916 11 C. GLASS, 5/16" LAM, (1181-IS,.090 PVB,1/8"HS) #8 X.750 PH. PN. SMS 7834M 12 E. GLASS, 7/16" LAM, (1/8"A,.090 PVB,1 /8"HS) BALAWCE BOTTOM BRACKET 7BALTBKT 13 1085 /1086 SASH TOP GUIDE 42504 15 I. GLASS, 13/16" LAM 10;1/8"HS, AIR SPACE, 5/16" LAM, (1 /8"HS,.090 PVB,11814S) #8 X1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX 16 1080 -1 BALANCE COVER, 11116" 6BALCVR670 17 4053 SASH STOP COVER 64053 18 4029 -1 SASH BRACKET 7ULBRKT 19 #8-32 X12 " LG. P14.FH.TYPE F S. STL 7832X12FPFX 21 4054C FRIED MEETING RAIL 64054C 23 4006C SASH TOP RAIL 64006 25 1235 WSTP.,.170 X 270 BACK, FN SEA- 67S16G 26 1098 SWEEP LATCH 71096 27 1016 #8 X.625 PH. FL. SIM 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1226 VVSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK 3/32" X25/64" X1" 71622K 36 1052 LAM IG SETTING BLOCK 1 "X 314" X1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ. BEAD BULB (THIN) 8TP248K 41 4039B GLAZING BEAD, 5/16 LAM GLASS. 540398 42 40448 GLAZING BEAD, 5/16 LANG W/GRILL KIT 844703 44 4222A GLAZING BEAD, 7116" LAM 64222 45 985C GLAZING BEAD, 7/16" LAM W/GRILL KIT 6985 46 4067 GLAZING BEAD, 13/16* LAM I.G. 64087 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 4074B FRAME, I.F. JAMB 64074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 81014 56 1630 SCREEN CORNER KEY W /RINGS 71630 57 1631 SCREEN CORNER KEY W/OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE -.135 DIA FOAM 61624K /wep thew Rewrap awm FX 11/1308 DAC FX 124/06 Ronfoters B Oe..rp Dew FX S/1/R5 Rolla A a.e.,•• J.J. ADD LF. FRAME ITEMS 47, 48, 49AND89. UPGRADE MU2I. ADD ITEM 92 0210. DESCRIPTION NSW 7,9& 13 NO CHANGE THIS SHEET Div • A 1070 TECHNOLOGY DRIVE NOKOMM, R 34278 PA. Bfpf 1829 NOICOM18, FL 34274 ITEM DWG# DESCRIPTION PGT# 60 1635 SCREEN SPLINE -.135 DIA HARD 61635K 61 SCREEN CLOTH 61816 83 505 GLAZING CHANNEL (.688 X.500) 6533402 64 1161 #6 X1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE, 1 /16X12- 7/16LAMI 62BV1510 68 4051A SASH BOTTOM RAJ. (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIP. 80 A GLASS 5/16" LAMA, (1/8"A.090 PVB,1/8 A) 81 B. GLASS, 5/16" LAM, (1/8",.090 PVB,1 /8"HS) 82 C. GLASS, 5/16" LAM, (1181-IS,.090 PVB,1/8"HS) 83 D. GLASS, 7/16" LAMI, (1)8"A.090 PVB,1/8 A) 84 E. GLASS, 7/16" LAM, (1/8"A,.090 PVB,1 /8"HS) 85 F. GLASS, 7/16" LAM, (1/8"HS,.090 PV8,1B"HS) 88 G. GLASS, 13118" LAMI 10;1/8"HS, AIR SPACE, 5/16" LAMI, (1/8 A.090 PVB,1/8"A) 87 H. GLASS, 13/16" LAM 10; 1/8"HS, AR SPACE, 5116" LAN, (1/8"A.090 PVB,1/8"HS) 88 I. GLASS, 13/16" LAM 10;1/8"HS, AIR SPACE, 5/16" LAM, (1 /8"HS,.090 PVB,11814S) 89 J. GLASS, 13/16" LAM 10;1/8"HS, AIR SPACE, 7/16" LAM, (3/16"A.090 PVB,3/18"A) 90 K. GLASS, 13116" LAM 10;1/814S, AIR SPACE, 7/18" LAM, (3116 "A.090 PVB,3 /16"HS) 91 L. GLASS, 13/16" LAM 10;1 /8"HS, AIR SPACE, 7/16" LAM, (3/16"HS,.090 PVB,3116"HS) 92 ML GLASS, 13/16" LAM IG; 1/8"A AIR SPACE, 5/16" LAM, (1/8"A, 090 PVB,1/8"A) 47 FRAME, I.F. HEAD ® #40714 6063 -1-8 FRAME, .F. LOW SILL #4072A, 8083 -T8 PRODUCT REVINID as complying with geFl d& Amman adding Code Nis 2 O time !jri.,t 26// /, FRAME, I.F. JAMB 49 FRAME, .F. HIGH SILL A #40748, 6063 -T6 A KT #4073A, 6063 -T6 (USED AS RADIUS TOP HEAD) c; PARTS LIST 7- ALUM. SINGLE HUNG WINDOW, IMPACT Badottdd SH700 Buie NTS du.c 8 d 11 r ".4040 -20 I B 1.383 ice- 2.784 .062 1 FLANGE FRAME HEAD #4002..,6063 -T6 1.749 -.- 2.710 O FLANGE FRAME JAMB #4004, 608375 (USED AS RADIUS TOP HEAD) 1.342 I 55 111_1 21 FIXED MEETING RAIL #4054A,6083HD -T6A 3.446 F"--2.784 O FLANGE FRAME SILL (LOW) #40030,8083 -T8 Ji 082 11.490 k- 1.451+ -1 OSASH STOP #4025, 6083-15 H 1.513-.738 040 17 SASH STOP COVER #4053. 8063-T5 2.328 --► I 1.979 e'L 1. 07 .082 SASH SIDE RAIL 062 31 #4008, 8083-T5 ® I.F. FRAME 6 or 50 SEALANT OR GASKET AT HEAD AND SILL SEALANT ALONG ENTIRE JOINT FRAME® II c� it III 111111 WELD ALONG SCREW BOSS (2) VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 23 SASH TOP RAIL 2) SASH BOTTOM RAIL(LOW) #4006C, 6063HS -T8 #4007.6063 -T5 2.946 �- 2.784 --►� 0 FLANGE FRAME SILL (HIGH) #4050A, 6083-16 Arad*: Dix 68 SASH BOTTOM RAIL (HIGH) #4051A, 606345 .050 .878 1.098 +---H T O GLAZING BEAD 7/16" #4222, 608315 .050 — ►.678 1.115 1 - 7 ,45 GLAZING BEAD, 7/16" #965C,8083 -T5 (USED W/ GRILL KIT) .878 1.096 I 17 0 GLAZING BEAD, 5/16" #40398, 608315 1.096-1 - GLAZING BEAD, 5/16" #40448, 6063-T5 (USED WI GRILL KIT) .097 GLAZING BEAD, 13/16" IG #4067, 8083-T5 Raab= FJ( op FJ( bels 11113478 8 Das 1/21/08 A UPDATE' FRAME COINER ASSEMBLYi01Np.UDE1.F. AND UPGRADE ITEM 21 ALLOY. ND CHANGEINNS:NEET a elk FJ( 9'1/18 Qlecled8,: J.J. 22387 1070 TEC5540LOGY DRIVE NOICOMIS. FL 34275 P.O. BOX 1520 NOKOMDB, FL 34274 P Vttlbly Better EXTRUSIONS & FRAME CORNER DETAIL 7— ALUM. SINGLE HUNG WINDOW, IMPACT ae tede SH70o mac Heir Mot 7 a 11 mmatr4 4040 -20 B ANCHOR QUANTITIES SUBSTRATE: FOR 111 FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 ANCHOR TYPE: ---,. p o o p U U p U U o U U U o o O o o o WINDOW GLASS a�NZ VV3 <-Zm ONZ VV -2cco OaU-ZNONZ O UU O _Z U NO3 Z U Zcq -0NN0 p OZ Zco O' p W Z 0 Zt� ON'. p Z 0 Z 0 WDH TYPE 3 s C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.125 H,I,J,K,L 1,2 1.1 1 1 1 2 1 1 1,2 2;2 1 2 2.2 2 2 2 2 2 2 2.2 2 2 2 2 2,2 2,2 2 2 2 2 2 2 2 2 2 3 2 2 3.3 ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.21. 111121: 1122212222222222222222222222222222 .32'233 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,I,J,K,L 1 2 1 1 1 1 2 1 . 2 1 2• 1 2 2.2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 , 3 2 . 2 2 : 3 3 3 2 2 3 3 ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 121112121; 212221222222222222 :22.2232.22.22.32 :22333223:3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 32.000 H, I, J, K, L 1 2 1 2 2 2 213 1 2 2: 2 2 3 1 2 2.3 2 3 2 2 2 3 2.3 2 2 2.3 313 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 AB,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 12122. 2231.22. 2231;22. 323222323222333223 ;3343,233343344 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H,I,J,K,L 2.2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2.3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3, 3 3 4 3 3 3 4 3 5 3 3 4 4 ABM 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2212222, 3122323222. 32322232 ;32,32334233.33;433343.53344 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 212 1 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2 3 3.3 3 4 2 3 3 4 3 5 3' 3 3 4 4 5 3 3 4 4 A B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 1 2 2 2 2;3 2,2 2.3 2.3 2 2 2 3 2 3 2'32,3 2 4 2 3 3'3 3:4 2:3 3 4 3 5 3.3 3 4 4 5 3 3 4.4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 212 2 2 2 2 2 3 2 2 2:3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3:3 3.4 2 3 3;4 3 5 3; 3 3 4 4 5 3 4 4 5 A B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2122, 222232.22'3232.2332.42. 33334233 334233,4353 :3344.53445 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 2 2 2 2 2 2 2.3 2.2 2,3 3 4 2.3 3.3 3 4 2 3 3 4 3 4 2 3 3•4 3 5 3,3 3.4 3; 5 3.3 4 5 4 6 3.4 5.5 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 212 2,2 2,3 2.2 2 3 314 2;3 313 3.4 2 3 3 4 3'4 2.3 3.4 3.5 3 3 344 3.5 3 3 4.5 4:6 3 4.5 5 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 53.125 H,I,J,K,L ill 2 2 212 2 3 2 2 2 3 3.4 2: 3 3 :4 3 4 2.3 3 4 3 4 3:3 3 4 3.5 3,3 4 4 4 6 3, 4 4.5 4 6 3 4 5:6 ABM 2 -2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 Ti 2 2 2 3 2.2 212 2 3 314 2:3 3:4 3 4 2 3 3,4 3;4 3.3 3,4 3'5 3;3 4:4 4,5 3:3 4:5 4:6 3,4 4;5 rbad L• • ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 -114' ELCO SS4 CRETE -FLEX ® 3- #12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD - 18 yr MAX. FROM TOP CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 15" MAX FROM BOTTOM CORNERS 8" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4.ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. DESIGN PRESSURE UMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITAUCIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL PRODUCT REVISED as comply Wei Or SWAN MIS* Cade Amputee Re E Eau Thee (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 2 3 OZ ,201/ Reelionr REVISE ANCHORAGE TABLE AND NOTES. FA 1111303 B ADD DP MAX WHERE ANCHOR QTY k4RESTRIC7E0 BY SIZE Roofer m: !Weer FX 124108 A NO CHANCE DOS SHEET ors er f7eC ard.a itg Mac El( 7129108 J.4 2E3177 1070 TECHNOLOGY ERNE ROKO608, FL34278 P.O. Immo NOMA FL34274 edit Vi ibly Beroer ANCHORAGE SPACING, 1/1 WINDOWS nt: ALUM. SINGLE HUNG WINDOW, IMPACT 814700 Begs NTS awe 8 • 11 manic Ibc 4040-20 I E '1/7 Robed L Clark. P.E. PE #39712 Sbumurel ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114' ELCO TAPCONS 2 -1/4' ELCO S54 CRETE -FLEX ® 3 - #12 SCREWS 2, ANCHOR LOCATIONS ARE BASED ON THE HEAD 8N/2DIMAX FROM TOP CORNERS JAMBS -171/2' MAX. FROM TOP CORNERS 15' MAX FROM BOTTOM CORNERS 8' MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. AABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ®ARE1'LESS. S. DESIGN PRESSURE LIMITATIONS: SUBSTRATE :. ANCHOR T Y P E - ' WINDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 0 0 0 0 c. 0 N 0 0 0 0 c1 0 0 0 U 0 c� 0 N U 0 `' U 0 N 0 N 0 0 0 ❑ c 0 0 N U 0 `' 0 g❑ 0 N U 0 �' U ❑ N 0 N U U �❑ WpTH TYPE c. 0,40‘-'00 19.125 C,D,E,F,G, H,I,J,K•L 1 1 1 1 1 1 1 1. 1 1 2 2 1 2 1 1 2 2 1 2 2 1 2 1 1 2 2 1 2 2 1 2:2 1 2 2 1 2 2 1 2: 2 1 2; 2 1 2.2 1 2 2 1 2 2 1 3 1 2 1 2 2 1 3 2 1 3 2 1 2: 2 1 3.2 ABM 1 1' 1 1 1:1 1 1.1 1 2-2 1 2 1 1 2:2 1 2 2 1 2 1 1 2.2 1 2.2 1 2.2 1 2.2 1 2;2 1 2.2 1 2 2 1 2,2 1 212 1 2 2 1 3,2 1 2 2 1 3 2 1 3:2 1 2;2 1 3 2 24.000 PSF 79 C,D,E,F,G, H,I,J,K,L 1 1r1 1 1 1 1 1 1 1 221 1 1 1 222'222222: 1 1 1 1 222222,22232322232322232322232 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A,B,M 1 1 1 1 1 1 1 1 1 . 1 1 2 2 1 1 . 1 1 2•2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 ' 2 1 2 2 1 3 2 1 3 2 1 2.2 1 3 2 1 3 2 1 2:2 1 3-2 1 3 2 1 2 2 1 312 32,D00 PSF 68 77 C,D,E,F,G, H,I,J,K,L 1 111 1 1 1 1 111 1 2:22 1 :22:223222;233223.333323 1 1 1 1 2 1 1 2 1 1 , 3332233433:243433.243 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE A,B,M 1 1 1 1 1 1 1 1 111 1 2, 2 1 2 2 1 2 2 1 2: 3 1 2 2 1 2:2 2 3 3 1 2 2 1 3.3 2 3 3 1 3 2 1 3 3 1 3.3 1 2 2 1 3 3 1 4 3 1 3 2 1 4 3 1 4.3 1 3 2 1 4 3 MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 37.000 PSF 59 67 78 C,D,E,F,G, H,I,J,K,L 1 1111 1 1 1 111 2 212222223222333223333334333323 1 1 2 1 2 2 1 2 2 1 2 2 1 2 ;3433243443243 2 1 2 2 1 2 AB,M 1 111111112122'22. 1 1 2 1 1 223222. 2 1 2 3332233333343333233433243443243 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 40,000 PSF 54 79 62 79 C,D,E,F,G, H,I,J,K,L 2 111 2 111 2 111 2 212 2 2 2 2 2,2 2 2 3 2 2 2 2 3 3 2 3 3 2 2 2 2 3 3 2 4:3 2 3 3 2 4 3 2 3 3 2 3 3 2 4 3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 3 2 5.3 A,B,M 2 111 2 1T1 2 111 2 212 2 2 2 2 2,2 2 2:3 2 2 2 2 3.3 2 3 3 2 2 2 2 3 3 2 4 3 2 3!3 2 4 3 2 3 3 2 3 3 2 4.3 2 4.4 2 3 3 2 2 2 2 44,000 PSF 49 79 56 79 79 4,3 4:4 3 3 5 3 TABLEKEY: MAX PSF C,D,E,F,G, H,I,J,K,L 2 111 2 111 2 111 2 212 2 2 2 2 212 2 3-3 2 2 2 2 3 3 2 3.4 2 2 3 2 3 3 2 4.4 2 3.3 2 4 3 2 4.4 2 3 3 2 4.3 2 4.4 2 3 3 2 4'' 3 2 2 3 2 (DP LIMTED) 117 Plummer s) A,B,M 2 '111. 1 2 1 1 1 2 1 1 1 2 212 2 2 2 2 212 2 3; 3 2 2 2 2 3 3 2 3 4 2 2 3 2 3 3 2 4.4 2 3: 3 2 4 3 2 4 4 2 3 3 2 4 3 2 4` 4 2 3 3 2 43 4 4 2 4 4 3 2 3 3 54 2 5 4 HERD JAMBABOVE 3 313 rciw� 'I-,er 48.000 PSF 45 74 51 74 79 79 MTG. RAIL JANE BELOW qm 77 ��i',c�t° ✓ / .., C,D,E,F,G, H,I,J,K,L 2 T 2 111 111 2 2 2 2 2 2 2 3.3 2 3 4 2 3 3 2 3.3 3 414 2 3 3 2 4 4 2 4-4 2. 3:3 2 4.4 3 4:4 2 4:3 2 5'4 3 4.4 2 4 3 2 5.4 2 212 2: 212 313 2 2 G' A,B,M 2 111 2 111 _2 111 2 212 2 2:2 2 2F2-* 2 3 2 212 2 3 3 2 314 2 3 3 2 3 1 3 3 414 2 3 314:4 2 2 4 4 2 313 2 4 4 3 414 2 4` 3 2 5 4 3 4 4 2 4. 3 2 5: 4 �� DP) 53.125 PSF 41 87 46 67 76 79 HEAD 2 JAMB ABOVE 2 2 C,D,E,F,G, HIJ,K,L 2 111 2 2 2 212 2 2,2 2 2 2 _3 313 2 3'3 2 3 3 3 4'4 2 3 3 3 414 3 4 4 2 3 3 3 4:4 • 3 4-4 2 3 3 3 414 3 5'5 2 4 3 3 5 4 3 5 5 2 4 3 3 5:4 111 111 C' JAMB BELOW MTG. RAIL y�(/� J� AB`M 2 1 1 9 2 111 2 2 2 2 3 3T3 2 3.3 2 313 3 4 :4 2 3.3 3 4 4 3 4:4 2 3,3 3 4 4 3 4,4 2 3,3 2 414 3 5;4 2 4.3 3 5.4 3 5`4 2 4.3 3 5!4 1 1 1 212 2:2 212 aw.a�g: Data Rw&4nr FP T o / MmC e, a ui U &Oe ae qE/� A TA�AN QA B BY1mDTECsmOROGY AOD MAX WHOtEAM I STR�fED BIIE , E NWCOIOB34278 ANCHORAGE SPACING, STANDARD VIEW nm ALUM. SINGLE HUNG WINDOW, IMPACT P.E. bq°i F /2410e "" A ? Cr n1S T Po.e�oC1 tram Oa FJC awc 7/1910$ amain* J.t vas 2/2307 I NOKOMIS,R34274 y��, arw_ ary7oo are NTS *see - 9 s 11 u.roM. 404010 aw B PE 839712 Structural ANCHOR QUANTITIES SUBSTRATE: ---- ANCHOR TYPE: ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. \ 12.776 22.688 28211 33.754 39296 44.839 50.382 55.925 o NONO°`ONONO'"Oc40N0 Q$ o 0 o 0 0 �$ 0 0 0 0 0 0 0 0 ocaioNp-6a§.6-6a§.6-6a;.6-6a§.6- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U 0 0 0 0 0 0 U ZO 0 WINDOW WIDTH GLASS TYPE 19.125 D,E F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 K,L 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 24 D,E F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 D,E,F,J, 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 32.000 K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 2 1 3 PSF 4 1 3 1 3 4 1 3 1 4 79 5 1 3 1 4 4 8 . 0 0 0 2 ? 2 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 PSF 79 79 79 79 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 PSF 78 79 70 79 79 71 79 73 76 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 PSF 71 79 63 71 79 84 74 66 77 69 69 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K.L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 8 5 7 8 5 7 ANCHOR QUANTITIES SUBSTRATE AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT \ 12.776 15.778 18.776 21.776 24.778 27.778 31.1(08 ANCHOR TYPE, NL] S 8 $N 8 $N" n 8`s 8 814 8 UU 8N3 c8 2.8,.l2�Z�'a8SN�C 8`s p30.776 U Ui3 iiPc� U Z WINDOW WDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40 0 74 2 1 2 1 2 2 2 2 3 1 2 1 3 3 1 2 [ 3 3 1 3 13 413 1 3 41314 413 1 4 44.000 78 2 1 2 1 2 2 2 2 3 2 1 3 3 1 3 1 3 4 1 3 1 3 4 1 3 1 4 5 1 3 1 4 5 1 3 1 4 4 8 . 0 0 0 2 ? 2 3 2 2 1 2 2 2 2 1 3 41313 413 1 4 41314 51314 51314 53.125 73 s2 �2 2 1 2 2 3 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 5 5 1 3 1 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD - 18112" MAX. FROM CORNERS JAMBS - 17112° MAX. FROM TOP CORNERS 11 11? MAX. ABOVE THE MEETING RAIL V MAX. BELOW MTG. RAIL 16° MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 518" MIN. TO 38° MAX TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. 6. DESIGN PRESSURE UMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX PSF (DP LMTED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 112 2 2 4 ® TABLE 8. KEY: MAX. PSF (DP LMTED) 112 JAMB BELOW 2 MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL n Raw FJC Mead la FJC Deer Mrrs ROME ANCHORAGE TAB.EqM NOTES. 1070TEHNOLOOYORIVE 11/1368 B ADD DP MAX WHERE ANCHOR QTYt3RES7RCIED BY SIZE. NOKOMIS, FL34275 Mtllla 1124/08 A Deis NO CHANGE THIS SHEET *weer FJC te.mae: J.J. P.O. BQX 1829 NOBOA08, FL 34274 PST Visibly Better ANCHORAGE SPACING, CUSTOM VIEW aa ALUM. SINGLE HUNG WINDOW, IMPACT aramlirde War awe 10 • 11 404D2Q Ma /7//"-- PE 939712 - -S§uakllai EXTERIOR INTERIOR A, ALL HEAD AND SILL DETAIL ) y CONCRETE ANCHOR 3.35 KSI MIN. CONCRETE (SEE NOTE 1 & 3) ® 2x WOOD BUCK ,(SEE NOTE 4) OPTIONAL 1x WOOD BUCK (SEE NOTE 4) Rmdex FJC R odeF FJC Bey FJC 1318" MIN., 1/4" TAPCON® 1.3/4' MIN., 1/4' CRETE -FLEX 1/4° MAX. SHIM 11/13/06 Aft 1/24/06 Dar r WOOD ANCHOR (SEE NOTE 2 & 3)A DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 1/4' MIN. 1/4° MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3)A 3.35 KSI MIN. CONCRETE . • t., •. OR 1.5 KSI MIN. CMU A 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4),4 DETAIL C .131' DIA. MIN. x 2 1/2° NAIL, AT CORNERS AND 5" O.C. Piroblals 1 3/8" MIN. Ai 1/4° MAX. SHIM 1 318" A MIN. ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4' ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4'. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (05) OR 114' SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING/ RAIL. (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4) DETAIL D TYPICAL FLANGED JAMB ANCHORAGE ® 1/4" MAX. SHIM WOOD FRAME 1/4" j MAX. SHIM DETAIL F, (HEAD) .131' DIA. MIN. x 21/2° NAIL, AT CORNERS AND 5' O.C. INTERIOR (ALL JAMB DETAILS) EXTERIOR .131' DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE 9V 1/4' FMAX SHIM DETAIL G, (SILL) WOOD FRAME Rwibs 6 Rnalcm A mrdwer. J.J. ADD INTEGRAL FIN ANOtf664A UPDATE& REORDER NOTES. ADD NOTES 7. UP0447ECON ADD NOTE BRE RAT HEAD ANCHORS. aft ?/13fi7 1018 TECHNOLOGY ERNE NOltDNIB. FL 34218 PD. Box 1828 NWW208, FL 349.74 Pc �T Vir/bFj Better ANCHORAGE DETAILS n ALUM. SINGLE HUNG WINDOW, IMPACT 66700 atm a.r mryen NTS 11 s 11 4040 -20 B PRODUCT*E ascemapIptiwkligelbik SW* Cob AanntmeeNo A -. ExpIngia. V1.14: , / • lhde Peed COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD-101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 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 TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 07 -062910 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CER1 1CATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTkIER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 C14&01 1. L144 male. Ishaq L Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LTTE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3116° HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: X� O XJX XO.OX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04-0721.01, 03-0225.05, ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. A INT. - 3/16" HEAT STRENGTHEND GLASS EXTERIOR EXTERIOR A EXT. -1/8" ANNEALED OR HEAT STRENGTHENED GLASS—` - .090 PVB INTERLAYER DUPONT BUTACITE OR - I SAFLEX/KEEPSAFE MAXIMUM RA Nswftac FJC e* Fit Rae fambisse —► .402 --A 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 A INT. - 3/16" HEAT STRENGTHEND GLASS A EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM 465 +--' 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS UST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 Approved as complying with the Florida IhOdbot Code Bete Qedebee tee 74,07 NORM O7— D 444'. 1.41 Miami ale Product Coetml 8 /intakes A CLARIFY EV :17FG1ASS. OVERALL THICKNESS AND GLASS 88E v01.07019$ ALIOGIASB EIRE OW 717 GWYNNDE7A8$ ADD OAFS DEC. MIL, REVISE NOTE . MASS Y. EACO NOTE k Der 1G787ECHAVLOGYDRNE N R.84275 P.O. BOX 1828 NO,comA n. 94274 r_ V M, Sauer NOTES AND GLAZING DETAILS Ale ALUM. FRENCH DOOR & SIDE LITES, IMPACT Seliededie Seer ix *w1 810 Drava 11005-1 B tLc Mirk, P.E PE 839712 Structural TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: X, )0(, 0, OX, XO, OXO, XXO, 0)0( & 0)0(0 (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 70.83 3/4 87 3/4" 91 3/4" 8° - 95 3/4" 3° 371/216° 71 3/4" +75.0 -75.0 +75.0 -75.0 O WIDTH 27 3/4" 36 1/8" 36 3/4" O WIDTH 36 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 SINGLE SID . UTES WITH GLASS TYPE A +75.0 -75.0 +75.0 -75.0 75.0 +75.0 -75.0 +75.0 -75.0 + 1.4 +75.0 -75.0 +74.9 -74.9 +70. -75.0 -71.4 -70.4 +75.0 +67.6 +68.6 -75.0 -67.8 -66.6 -75.0 +75.0 -75.0 +64.2 -64.2 +63.1 -63.1 SINGLE SIDE UTES WR GLASS TYPES B, C OR D +75.0 -75.0 +75.0 -75.01+75.0 75.0 +75.0 -75.0 +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED D e ' R / SIDE LITES ONLY ® APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, 0 • 0)0(0 (THE LOWER DP FOR THE DOOR OR SIDE LITE PREV i .) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE E CONNECTION GLASS TYPES A, B, OR D X WIDTH XX WIDTH 68- 793/4" HEIGHT 7° - 83 3/4" 2° 251/2" 40 47 3/4" +58.6 -58.6 +55.4 87 3/4" 91 3/4" -55.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 28 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 28 331/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 3° 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE a.aag Dale O WIDTH +52.4 +49.0 +46.1 +43.6 +41.5 +38.1 +34.0 -52.4 -49.0 -48.1 -43.6 -41.5 -38.1 -34.0 +.9.8 +6.5 + s.8 +3.3 +3 5 +34, GLASS TYPES A,B,CO D 10 3/4" +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 1 +72.4 -72.4 +68.5 -68.5 21 3/4" +64.5 -64.5 +61.0 27 3/4" +52.9 -52.9 +49.9 361/8" +35.2 -35.2 +35.2 36 3/4" +34.0 -34.0 +34.0 Rafebax er F.K MAO &A FJ[ ea"8F FJC Oft MOT Doc WMa7 2W 8 Ratkor A a.m.eeF .0 -35. 9 +75.0 +75.0 +65.0 +57.8 +47.2 +35.2 +34.0 -75.0 -75.0 -65.0 -57.8 -47.2 -35.2 -34.0 -49.8 -46.5 -43.8 -41.4 -39.3 -37.5 -34.0 +75. r -75.0 +75. -75.0 +61.9 -61.9 +55.0 -55.0 +44.7 .7 +35.2 35.2 +34.0 .0 REVS 71481. E1 OEEI9NPNEKTR m7U • - „�_, NON. R� VERSON GNA COMM88TTPE8 &MAKWESIN1O :• aAImNOTE88 && RENEE NOTE 1, 2 && ADD NOTATIONS 7O T -, -1ANDI REDUCE MAX 8�DEKT3NPNE88U7ffAND ALL OP8Fat TABLE 6/1HD7 8° - 95 3/4" +47.4 -47.4 +44.3 -44.3 +41.6 -41.6 +39.3 -39.3 +37.3 -37.3 +35.6 -35.6 +34.0 -34.0 +75.0 -75.0 +75.0 -75.0 +59.0 -59.0 +52.4 -52.4 +42.6 -42.6 +34.4 -34.4 +34.0 -34.0 NOTES: �1. GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16° HS) B. 3/8" LAMI (1/8° HS, .090 PVB, 3116" HS) C. 7116" LAMI (3/16" A, .090 PVB, 3/16° HS) D. 7/16" LAMI (3/18" HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. [1 MAX. OX/XO WIDTH = 731/2" MAX. OXO WIDTH = 1091/2" MAX. XXO/OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS 15 NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. A5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / -67.8 PSF ®B. EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 88" WIDE x 85° HIGH DOUBLE DOOR WITH 361/2" SIDE LITES DESIGN PRESSURE _ +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 314" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.61.43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE _ +43.1 /43.1 PSF FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. Approved as complying wNb ttro �, ' co L1°ao7 Date NWand Dade Predrill Control ssJ1M-3-t--4."16 tam ,a84218 P.12 =• 1829 •_, FL SOFA c; VwM,B DESIGN PRESSURES 17M ALUM. FRENCH DOOR & SIDE LITES, IMPACT Ihrkafibit RIM err 18.0 1X 2 d 10 �� 11005-1 B 731!2" MAX SEE NOTE 4OX OR XO 1091/2" MAX 3i4• SEE NOTE 3-.--1-0.--38 3/4° MAX �� MAX \) 0 El o I M \ / E / Er x IE o Q 4 \\ lE \ XACT 7 \0 i) Er X INACT. # 1E 1 0 SEE NOTE 4 OXO SEE NOTE 4 NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LffES OVERLAP 'X' AND 7O(' DOORS BY 3/4' WHEN ASSEMBLED TO MAKE 'XO','OX','OXO' 7000','OXX AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 7C' AND 70C' DOORS AS FOLLOWS: (X DOORS = WIDTH - 5.846) (9O( DOOR = DOOR WIDTH/2 - 4.079) 143 3/4° MAX 3/4• SEE,NOTE 3 MAX. 383/4" _ I ��"lll MAX SEE NOTE 4-7. G �-G SEE NOTE 4 DOOR DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH 7C = DOOR WIDTH - 1215/18" DLO WIDTH 7O(' = DOOR WIDTHl2 -11 5/18" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH = WIDTH -31/8° • s^s,zS�„A I z,. lfasieF DON Rrfblt AK areal Nark= B CORRECTIERITCALDLOANDFURAIULAS Arad*" IOC Waal A ADDDLOFRN36ASFOR DOptANDarELDEADDDOOROLODML ILEVWDE4DBOTAND6 EYWACEAAD%WOK FJC Oft ?/77107 Crdwils J.J. 821/07 10701EOPPLOOYDRIVE NOKOWS 8.34276 P.O. BOXWM NORM IS FL 312)/ PST Vistb Batmr ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT edrrme FD101 Bede NTS 13 O 10 I�°°a 11005-1 I B 99 Ifs iL�+A�y el ci Piked L. P.E. PE #39712 Structural MA frY , El O Q 4 \\ lE \ XACT ...„. \0 i) Er X INACT. # 1E 1 0 F& SEE NOTE 4-7. G �-G SEE NOTE 4 DOOR DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH 7C = DOOR WIDTH - 1215/18" DLO WIDTH 7O(' = DOOR WIDTHl2 -11 5/18" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH = WIDTH -31/8° • s^s,zS�„A I z,. lfasieF DON Rrfblt AK areal Nark= B CORRECTIERITCALDLOANDFURAIULAS Arad*" IOC Waal A ADDDLOFRN36ASFOR DOptANDarELDEADDDOOROLODML ILEVWDE4DBOTAND6 EYWACEAAD%WOK FJC Oft ?/77107 Crdwils J.J. 821/07 10701EOPPLOOYDRIVE NOKOWS 8.34276 P.O. BOXWM NORM IS FL 312)/ PST Vistb Batmr ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT edrrme FD101 Bede NTS 13 O 10 I�°°a 11005-1 I B 99 Ifs iL�+A�y el ci Piked L. P.E. PE #39712 Structural INTERIOR MAX. DOOR HEIGHT 1.489 DOOR SECT. A-A SL SECT. B-B VERTICAL VERTICAL INTERIOR MAX. SIDE LITE HEIGHT SL VIEW G-G CORNER ASSEMBLY Approved as complying with the Date Florida T 1:17,40 NOAH off— 7y..../b !Mimi Dade product COMMA Ramiro, Das FJC FJC FJC t WMJ7 Of MAW ?/12X7 B Reggae A AV OHMAGE MS T. 8NDWDOWILE HOLLOW HEADSECTI NAT COMER A89BBLY dgebdAc J.J. B1X 10707ECHNOLO0YORNVE NOKOUS, R. MC275 P.Q B0.0 18� NaCOMIA R 3074 PST Vifihiy Bang EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE UTES, IMPACT a.ereae RN01 eae 1/2x Oa* 4 d 10 aiepRa 11005.1 B jf Vd7 MAX. x WIDTH DLO f+ -MAX SL WIDTH-1 I IC SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7.8 AND 9) MAX DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY MAX SL WIDTH INTERIOR EXTERIOR MAX DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) Florida Approved IL9 comply Binding Cods +•ha the NDate L I _ crj MP Miami Dade Product Coetmt nS t> 1. .4kJ, Itroiny ,tea,: FX FX FJC 91807 brae 9%401 2/22/07 awrbu RIANtax 9 A NOCHAVOE7104ENE7. omemgr J.I. ADO WOW VS017EU7E'TOSEClANE£a'tIMME MOE UN roSE T..FF Aft 811/07 40707E *04OLOOYD8VE NOKOMIS R 94275 P.O. BOX 45$9 NOKOBBB. R 94274 Fi �T Maly Bettor VERTICAL SECTIONS Ills ALUM. FRENCH DOOR & SIDE LITES, IMPACT Soft I deft 1,2x 5 d 10 � 110054 Robert L Sark, PE PE 039712 Structural 4.626 4.000 30 DOOR PANEL TOP & BOTTOM RAIL 6083 -T5 4.726 4.100 1.272 3.000 --.{ OFRAME HEAD 6083 -T8 .050 079 1.479 J 1.489 3.000 -►1 11 OUTSWING THRESHOLD 8083 -T6 r1.7501 x+1.750 1.750� DOOR PANEL SIDE RAIL 6083 -T5 4.726 4.100 TRUSS CLAMP 6063 -T5 DOOR PANEL INTERIOR ASTRAGAL 8083 -T5 .683 050 3/8" GLAZING BEAD 8063 -T5 .750 1 4.875 4.726 4.100 ODOOR PANEL EXTERIOR ASTRAGAL 6063 -T5 2 7/16' GLAZING BEAD 6063•T5 4.586 1 5.212 �3.100- O60 SL HEADER O SL SILL 8083 -T6 61 6063 -T6 {+1.480 20 DOOR FRAME, JAMB 8063 -T6 + -1.578 .890 .0 3 000 SL JAMB 8063 -T6 - 83° 2.980 .050 SL JAMB BB ADAPTER 6063 -T6 • 1 C:), WEATHER STRIP CHANNEL 6083 -T5 HINGE 8083 -T5 0.375 .125 Approved as complying wall the Florida Booting Code +f Date OCT . l k 1'74°7 NOM n7 -642V. d Miami Dade Product Coetrol waeaax are Rsaas lam ter PA Rmrax aar W1a'7 NOGtit4N0ETM39EET. P.K Date &1607 4 a®aF aft Fx 2/17107 oaaowdaar Jr. A0D'D00 '70DEM10164ASSREDD& MUMS at 31,4, 486 Oxic ram TECM OOYDIWE NOICOMIA R.34275 P.O. BQX 1348 NOKOiliS FL 54274 Pc �T Viably Bemrr EXTRUSION PROFILES 7- ALUM. FRENCH DOOR & SIDE LITES, IMPACT sergraskt firste rase 7 + 10 amoftlis 11005-1 Roo B �l; /61 d L Clark, P.E. PE 1/39712 Structural HEAD ZONE "C" I JAMB ZONE "A" JAMB ZONE "A" ZONE °D "JZONE"D JAMB ZONE "A" z 1, SILL ZONE ''C" SEE TABLE 3., SHT. 9 HEAD �z�ZONED'F°�Z�4 JAMB ZONE "B" �ZO�NE�ZONE "F"� ZONE -} SEE TABLE 7., SHT. 9 NOTES: I__ SILL SILL __I ZONE "D "ZONE °D " SEE TABLE 4., SHT. 9 HEAD ZONE "E' JAMB ZONE *B° O 0 I ZOND "tZ NED E "E" I JAMB ZONE "A" <XOOR OX z gm SILL I__ SILL SILL T ZONE°E� TZONE"D" T ZONE " SEE TABLE 5., SHT. 9 SEE TABLES., SHT. 9 HEAD 1_ HEAD ZONE "D"-1—ZONE "F°-1-Z E-4 N } JAMB ZONE "A" } I ,A♦ / OR ♦ I \ OXX A i JAMB ZONE "B" 1 <XXO \♦ , / I__ SILL SILL ZONE °�ZONE°F"-4-ZONE SILL -1 SEE TABLE 7., SHT. 9 {-ZONE ZHEAD"F°�ZHEAD°F'-MZ HEAD � EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19 °x83 314° SIDE LITES "B' AND 'E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 314 "x833/4 "XX DOOR ZONE 'F' ANCHORS FROM TABLE 4, SHEET 9, EACH 'F" ZONE. , SILL ILL } ZOE — ZONE"F"�ZONE �ZONE � SEE TABLE 7.. SHT. 9 SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4"H UNIT, 71 3/4"W 70C DOOR WITH 19'W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3' MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 23118" MAX. O.C. HEAD & SILL OF DOORS: S" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7 /8" MAX. O.C. HEAD & SILL OF SIDE LITES: 8" MAX. FROM CORNERS AND 24 3/4' MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Awed* Appror,.i as eon!: ■4g wUb the Florida Bithltqg Coale Dare OCT Iii 1009 a-7 . doge Miami Dade Product Road* Fx sray. a NO CHANGE HOS SHEET. Awed OF FJc ar4o, A CHANGE NO' OR VrAN:BOR2OaE F70311 97TO 9P. AVDANCHINI YPES Lroto Ite FJL Etax Ode, Oats 621107 fWOTECAVOLOOY DRVE NOICOM12, M.34778 P.0.807!1878 NOKOMi PL 34274 Pc�T lJietb7y Setae► ANCHORAGE, CONFIGURATIONS The ALUM. FRENCH DOORS SIDE UTES, IMPACT Stsbolade FDfOl left NTS 8 ✓ 10 Raft Illet 11005-1 B jfii(•L Dak, PE. PE 039712 SMS4uai A ( n A n ww / 0)0(0 nw ., nn \ n n 7 4 - JAMB ZONE "B° { JAMB i c 7 ♦ • \ / V YY V yVV VV , SILL ILL } ZOE — ZONE"F"�ZONE �ZONE � SEE TABLE 7.. SHT. 9 SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4"H UNIT, 71 3/4"W 70C DOOR WITH 19'W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3' MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 23118" MAX. O.C. HEAD & SILL OF DOORS: S" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7 /8" MAX. O.C. HEAD & SILL OF SIDE LITES: 8" MAX. FROM CORNERS AND 24 3/4' MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Awed* Appror,.i as eon!: ■4g wUb the Florida Bithltqg Coale Dare OCT Iii 1009 a-7 . doge Miami Dade Product Road* Fx sray. a NO CHANGE HOS SHEET. Awed OF FJc ar4o, A CHANGE NO' OR VrAN:BOR2OaE F70311 97TO 9P. AVDANCHINI YPES Lroto Ite FJL Etax Ode, Oats 621107 fWOTECAVOLOOY DRVE NOICOM12, M.34778 P.0.807!1878 NOKOMi PL 34274 Pc�T lJietb7y Setae► ANCHORAGE, CONFIGURATIONS The ALUM. FRENCH DOORS SIDE UTES, IMPACT Stsbolade FDfOl left NTS 8 ✓ 10 Raft Illet 11005-1 B jfii(•L Dak, PE. PE 039712 SMS4uai TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE 2.3, WOOD A, 6,C,D 1,2, CONC TABLE 4. XX DOORS TABLE 5.0 SIDE LITE (ALSO X DOOR OF XO & OX) GIASS TYPES A, B, C, D GLASS TYPES A, B, C, D ANCHOR TYPE ANCHOR TYPE & SUBSTRATE 8 SUBSTRATE 23. W000 DOOR WIDTHS °X" - 25.50 TO 37.50 LOAD ZONES WIDTH x Ht 25.50 x 79.75 83.76 67.75 91.75 96.75 27.50 x 79.75 83.75 87.75 91.75 95.75 29.50 x 79.75 83.76 87.76 91.75 96.75 31.50 x 79.75 83.75 87.75 91.75 95.75 33.50 x 79.75 83.76 87.76 91.76 95.75 36.60 x 79.76 83.75 87.75 91.75 95.75 37.60 x 79.75 83.75 87.75 91.75 95.75 7 2 3 5 2 7 4 a,abaele F.K xrtk F.R 5 2 7 4 5 2 7 4 6 2 7 4 5 2 7 4 5 2 7 4 5 2 7 4 6 2 7 4 6 2 7 4 6 2 8 4 5 2 8 4 B 2 8 4 8 2 8 4 2 2 2 2 2 2 2 2 2 2 2 2 2 6 2 8 4 5 2 8 4 6 2 8 4 8 2 8 4 6 2 8 4 7 2 10 4 6 3 8 4 6 3 8 4 2 2 2 2 2 2 3 3 B 3 8 4 7 3 10 4 7 3 10 4 6 3 8 4 8 3 8 4 6 3 8 4 7 3 10 4 7 3 10 4 8 3 8 4 6 3 8 4 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 5 6 3 3 5 5 5, 3 5 5 5 5 3 5 5 5 5 5 5 5 5 5 5 5 7 3 10 4 7 3 10 4 dabs Dar Wf&97 Oak BYddi7 3 10 4 unabBe FX tlnc 222107 3 5 3 3 5 DOOR MOTHS 2,3, WOOD 1,2, CONC LOAD ZONES 1,2, CONC TABLE 6. XO & OX GLASS TYPES TYPE &ANCHOR 'IRATE 2,3, WOOD A, 9, C. 1,2, CONC TABLE 7.0X0, XXO OXX & OXXO GLASS TYPES - A.3,0,D lYPE & SUBSRTRATE 2,3, W000 1,2 CONC "0C' - 47.76 TO 71.75 WDTH x Hi 47.75 x 79.75 83.75 87.76 91.75 95.75 51.75 x 79.75 83.75 87.75 91.75 95.75 65.75 x 79.75 83.75 87.75 91.75 95.75 59.75 x 79.75 83.75 87.75 91.76 95.75 63.75 x 79.75 83.75 87.76 91.75 95.75 67.75 x 79.76 83.75 87.75 91.76 95.75 71.76 x 79.75 83.75 87.75 8 5 9 4 3 5 91.75 7 8 10 4 3 5 95.75 7 a GZT5 ET, 0)410 Oil! 4 3 6 4 2 3 6 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 WDTHS LOAD ZONES "O "- 10.75 TO 36.76 WDDH x HL 10.75 x 79.75 83.76 87.75 91.75 95.75 4 4 4 4 4 4 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 8 4 7 4 3 5 12.75 x 79.75 83.75 87.75 91.76 95.75 4 4 4 4 4 6 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 6 4 7 4 3 5 8 4 8 4 3 5 19.00 x 79.75 83.75 87.75 91.75 95.75 4 4 4 4 4 1 1 1 2 2 2 2 2 2 2 4 4 4 DOOR WIDTHS °)(- 25.50 TO 37.50 ZONES sDE Lr>E WID1H x in 0 10.75 x 79.75 83.75 87.75 91.75 95.76 4 4 4 4 4 4 4 4 4 4 12.75 x 79.76 83.75 87.76 91.75 95.75 4 4 4 4 4 4 2 2 2 5 5 8 4 2 3 5 5 8 4 2 3 8 6 8 4 3 6 6 5 8 4 3 6 8 5 8 4 3 5 21.75 x 79.75 83.75 87.75 91.76 95.75 4 4 4 5 6 2 2 2 2 2 5 5 8 4 2 3 6 5 8 4 3 6 8 5 8 4 3 5 8 6 8 4 3 5 7 8 10 4 3 5 27.76 x 79.75 83.75 87.75 91.75 95.75 5 5 5 6 8 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 19.00 x 79.76 83.75 87.75 91.75 95.75 4 4 4 4 4 21.76 x 79.75 83.75 87.76 91.75 95.75 4 4 4 6 5 4 2 6 5 8 4 3 5 8 5 8 4 3 5 6 6 8 4 3 5 7 8 10 4 3 5 7 6 10 4 3 5 38.13 x 79.76 83.76 87.75 91.76 95.75 6 6 7 7 7 3 8 5 8 4 3 5 6 5 9 4 3(5 8 10 4 3 5 38.75 x 79.75 83.75 87.75 91.75 95.75 AbC10003E71101 amdulc 621,07 6 8 7 7 7 3 3 3 3 3 3 3 3 3 4 4 4 4 27.75 x 79.75 83.75 87.75 91.75 95.75 5 5 5 6 6 4 4 4 35.13 x 79.75 83.75 87.75 91.75 95.75 6 6 7 7 7 4 4 4 4 4 38.75 x 79.75 83.75 87.75 91.75 95.75 6 6 7 7 7 0 x 00 4 2 4 2 4 2 4 2 4 2 42 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 42 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 DOOR WIDTHS "X -25.50 70 37.50 LOAD ZONES '90C' - 47.75 TO 71.75 ig SIDE um WIDTH x HL o 10.75 x 79.75 83.75 87.75 91.75 95.75 4 4 4 4 4 12.75 x 79.75 83.76 87.76 91.75 96.75 4 4 4 4 4 19:00 x 79.75 83.75 87.75 91.75 95.75 4 4 4 4 4 21.75 x 79.75 83.75 87.75 91.75 95.75 4 4 4 5 5 27.75 x 79.76 83.75 87.76 91.75 95.76 5 5 5 6 6 38.13 x 79.76 83.75 87.75 91.76 95.75 6 6 7 7 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 5 6 7 38.75 x 79.75 83.76 87.75 91.75 95.75 6 8 7 7 5 4 4 5 5 7 5 5 w I 0 0 0 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 2 3i APPROVED ANCHOR TYPES: 1.114° ELCO TAPCONS 2. 114" ELCO 854 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (05) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. 4 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 0 e4 O 2 a O O x z 0, Approved 8s complying with the Pax 6e-T 7s 2w? NoA4 „2_,se /o !Wand Dade Product Control f '9ttl 1. Lt,Sk.l� 1070 TIBOHNOLORY D VE NWWWBB FL94276 PA. OW MO NOKOMIS. a 34274 PG" V 1y Better ANCHOR QUANTITY LOAD ZONE TABLES Ala ALUM. FRENCH DOOR & SIDE LRES, IMPACT lkeinfixat NA ax 9 " 10 I 11005 -1 I B 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. GONC. 1X WOOD 1 3/8° BUCK, NOTE 2 MIN. --,---- 1/4' MAX. - ---___ 1_1 3/4" - MIN E.D. 13/4 MIN E.51 .- SHIM EXT ANCHOR 11 WOOD TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 318' 1/4" MAX. SHIM MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 Ex.r. 1X WOOD BUCK, NOTE 2 1 3/8" TYPE 1 1 314" TYPE 2 1/4° MAX. SHIM CONC. ANCHOR, NOTE 1 TYPE 2 OR 3, 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK NOTE 2 1 3/8" MIN. 1/4" MAX SHIM WOOD ANCHOR DOOR HEAD (CONC) 1 1/4° TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (GONG) NOTE 1 SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 1/4" MAX. SHIM 1/4' MAX SHIM 3/4' MIN. E.D. • 1 3/4° MIN. E.D. 1.51(81 MIN. CMU OR 3A KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE 1 NOTE 1 kid 3/8" MIN. CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 - 1 1 3/4' MIN. E.D. 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8° TYPE 1 (CONC) 1 314" TYPE 2 (CONC) 1/4° MAX. SHIM M111111 111..1 1uii • v • 13(4' " = MIN. E.D. 1.5 KSI MIN. CMU OR 3.41(81 MIN. CONC. 4, 1 3/4" MIN. E.D. r DOOR JAMB (WOOD) DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE 1 NOTE 3 1/4" MAX 1X WOOD BUCK, NOTE 2 1/4' MAX SHIM 13(8" MIN. J 1 3/4* 3A t 2X WOOD BUCK, NOTE 2 MI - N. KSI MIN. CONC. 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) DOOR SILL (CONC) SIDE LITE SILL (WOOD) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 13/8' MIN. (TYPE 1) OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 3/4° MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4°. FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4° SS4 CRETE-FLEX ANCHORS EMBEDDED 13/8' MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2° THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3.4 KSI MIN. CONC. • r' 4,••%t 1+1-- 1.3141 MIN. E.D. 1/4" MAX. SHIM 1 „lair TYPE 1 3/4' TYPE 2 SIDE LITE SILL (CONC) Approved . ;do o rib the Florida Nordin Coda Date 19 Cr 1 ft 74;ro NOM .c1,7 -ocev. Miami Dada Product Control gphittel NNW* Ode Rokbvx crvId OF Dace 9M1107 NO CHANGE DOS SIEE7: &Wax FJC Dana Or FJC Da* W(07 Oar 2/22/07 Rm.= A Mao fly J.J. SPEC. MEI 2 EMMEN ON ODAV. PETALS. SPEC. TYPE 211 ONWOOD DETALS. AA7WES7O1E1. 8,21/07 Poe I /0707EMINOLOGYORIVE NORMS PLASM EfQX1S20 ?Xs. FL 34174 Pic;T_ ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT &WOW* F12101 la'*Nrs Shot 10 4 10 mow*, 11005-1 lbw 1,7 L Clark, P.E. PE 039/12 B Structural MIAMI-DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.eov/buildiinecode 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 Nfiami -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 ` t -710" Aluminum Horizontal Roller Window - L.M.I. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28 /2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number ar d expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Missile Impact R t LABELING: Each unit shall bear a permanent label with the manufacturer's n or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless erwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has bee 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 a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement • of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07- 0815.09 Expiration Date: December 21,2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28 /2006 with the latest revision "C" dated 04/15 /2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 Manuel Pe Aug Product Control IO NOA No 07 -0 .09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saf lex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5116° LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5316° 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. 5116° 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. 7%16' LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 0.13116' LAMI 10: (1) LITE OF 1/8' OR 3/16° ANNEALED (MIN.) GLASS, 5/16' OR 3/8° AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16° LAMI 10: (1) LITE OF 1/8° OR 3116" ANNEALED (MIN.) GLASS, 5/18° OR 3/8° AIR SPACE AND 5/16' LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 1.13/16' LAMI 10: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 5/16' OR 318' AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 178' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/18' LAMI 10: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 3/18' 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 114' AIR SPACE AND 716° LAMI CONSISTING OF (1) LITE OF 3116° 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 IG: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 3116' OR 114' 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, X0, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TMLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHU i l tKS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 040721.01, 03-0225.05 ANSI/AF &PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL A. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. CURRE►�T, QLTj1,O.N4Ngj. DING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). weer. Daft FK. 4/15/07 C as aer. F.K. Dare: 10/17/05 ReeWOrw A170 F L -5330 TO NOTES 75 CHG. NOTES TO CURRENT EDIT. CHANGE TOASTME 1300-02 Rand tIx F.K. 5/13/06 A ADD AIR SPACEDIM. NOTE 1, TECH. REF. NOTE 75 NOTES. Dram ST F.K X8106 Ceckaaer J.J. oete. 3G3/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 SOX 1529 NOKOMIS, FL 34274 pir GENERAL Atellte ALUM. HORIZONTAL ROLLER WINDOW, IMPACT !risibly Better HR710 NTS Start 1 m 11 4127-10 R. C 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 PRODUCTREt7SEO as amp:ying with the Florida Ev76:O12,, Code Ac Once ND O - ::12.5.07 Eaph2ion Date " rig- L. Clark, F.E. PE 539712 Structural 1/2" NOM. GLASS BITE 1/2' NOM. GLASS BITE 1B" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/18° NOM. 5/16" LAMINATED GLASS \I 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 EXTERIOR INTERIOR E> (ALL SECTIONS) 12° NOM. GLASS BITE 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5/16° LAMINATED 5/16° OR 3/8° AIR SPACE 1/8° OR 3/16° ANNEALED (MIN.) GLASS 13116° NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 3/16° OR 1/4° AIR SPACE 1/8' or 3/16° ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI PRODUCT REVISED arr complying with the Florida Bhrilding Code Acceptance No 0 Expin2ion Doe Rem sr F.K Vara 4/15/07 Revisions NO CHANGE THIS SHEET Pewter F.K flare: 10/17/06 Reams NO CHANGE THIS SHEET Rem tar FK Oats: 5/13/06 ADD AIRSPACE DIM. TO LAMLIG DETAILS Dramas Daffi ctaem' 9r Dam: F.K 2!26/06 J.J. 323/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 99X 1529 NOKOMIS, FL 34274 GLAZING DETAILS PST Visibly Better SedoNortet HR710 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT soak Full Meat 2 m 11 4127-10 //7/: fet d, L. Clerk. P.E. PE #39712 Structural TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 518" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" 106 3/8" A,B,G,H A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 +55.2 -58.8 +56.2 -56.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I D,E,F, J,K,L +60.0 -60.0 UP TO 111" +75.0 -75.0 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WIDTH TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7/16" A,B,C, G,H,I TO 86 7116" D,E,F, J,K,L +60.0 +75.0 -60.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 36" 38 318" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 66" 72" A,B,G,H +75.0 A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0. -75.0 +75.0 -75.0 +75.0 -75.0 UP TO 74" C,D,E,F, I,J,K, L GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX & XO) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) Tm.easy: odor fie: F.K. 4/15/07 C ADD INTEGRAL FIN OPTION & UPDATE ASTM E 1300-02 DPs FJC 10/17/06 G. 13/16" LAMI 10-1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPA H. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPAC L 13/16" LAMI 10-1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, J. 13/16" LAMI IG -1 /8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" K. 13/16" LAMI 10-1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16' L. 13/16" LAMI 10-1 /8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" +68.1 -68.1 +63.8 -63.8 +75.0 -75.0 5/16" LAMI - (1/8 "A, .090,1/8 "A) 5/16" LAMI - (1 /8 "A, .090,1/8 "HS) 16" LAMI - (1 /8 "HS, .090,1 /8 "HS) MI - (3/16 "A, .090, 3/16 "A) MI - (3/16 "A, .090, 3/16 "HS) - (3/16 "HS, .090, 3/16 "HS) Rendstaar REVISE DP TABLES TO /writ E 1300-02 rte"dsx Dale: F.K. 5/13/06 F.1( 2/28/06 itsviskrax A ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. C hd6y Dal, J.J. 323/06 1070 TECHNOLOGY ERNE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 PIG" DES! l• N PRESSURES with the Florida 6ii:6:u3 Ccae Acceptance No o7- 08lS.09 Ex.' Do3p/ Visibly Better M, ALUM HORIZONTAL ROLLER WINDOW, IMPACT srmname HR710 seats NTS Ore 3 m 11 4127 -10 Rex C 273/8° MAX DLO VENT 54 5/18° MAX DLO FIXED —a► 1 6 110' MAX WIDTH I.F. FRAME 111° MAX WIDTH FLANGE FRAME DETAIL B - XOX (1/4- 1/2 -1/4) 3MAX. 8 "MA DLO DLO FIXED C t 3T DLO VENT -1 DLO ENT A 57 3/8° MAX DLO ALL FIXED LITES 0 A 58° MAX DLO ALL VENTS 62° MAX I.F. FRAME ALL CONFIG. 63' MAX. FLANGE FRAME ALL CONFIG. C • 73' MAX. WIDTH I.F. FRAME 74° MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO 27 3/8° MAX DLO ---.— VENT 27 3/8" MAX DLO FIXED A D D 6 0 X 1- 85 7/16" MAX. WIDTH I.F. FRAME---1 A 89 7/16" MAX WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1 /3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D -D Q (FRAME CORNER CONSTRUCTION) 'IC: 7REVISED oath the Florida -ace 'on Date %T'L7 1 By Rend aT F.K mm: 4/15/07 ReNeM9: ADD INTEGRAL FIN FRAME MAX. DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROMSHT. 6. Read Sr F.K. 10117/06 Rermaa NO CHANGE 17.118 SHEET Re*a4S1: F.K 5/13/06 Rerbhn J.J. A NO CHANGE THIS SHEET Maw Sr F.K 2/2126/06 3123/06 1070TECI4NOLOOY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 c; _1 I Visibly Better ELEVATIONS rm ALUM. HORIZONTAL ROLLER WINDOW, IMPACT S.m.Ist HR710 NTS 11 4127 -10 hart L Clark, P.E. PE 439712 Structural INTERIOR EXTERIOR I--- MAX. FIXED DLO -+1 MAX. WIDTH (FLANGE FRAME) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. HEIGHT FLANGE Q FRAME INTERIOR 111A ° MOWN k- MAX. FIXED DLO --"4 MAX. VENT DLO MAX. WIDTH (IF. FRAME) ExTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIFRAME) EXTERIOR INTERIOR Road By F.K. Reamer F.K Rwm8r. F.X. F.K SECTION C -C Q Q SILL (VERTICAL SECTION, FLANGE FRAME) este 4/16/17 10/17/06 Gala 6/13/08 8 ReHNana A (VERTICAL SECTION, I.F. FRAME)) ADD INTEGRAL FIN FRAM" ITEMS 41, 42 AND 43 AND VIEWS. NO CHANGE THIS SHEET NO CHANGE THIS SHEET 8728108 Cbemmdep. J.J. 3/83/06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 PST Visibly Better HEAD (VERTICAL SECTION, I.F. FRAME)) SECTIONS ram ALUM. HORIZONTAL ROLLER WINDOW, IMPACT awmnemx HR710 Half 5 . 11 u®agxo. 4127 -10 PRODUCT REVISED es eofl / 7g with the Florida Ac.::.; iiice No uatroa Dote / �j� a7 Robert L. Clark, P.E PE 839712 Structural 38 1683 W STP,.250 X .270 BACK, FIN SEAL 61683G 1096 SWEEP LATCH DIE -CAST 71096 19 4066 WSTP.,.187 X .230, FIN SEAL 64066G MEM DWG# REV DFSCRIPTION MAIL PGT# 1 4102 A FLANGEFRAME HEAD 6063 -T6 AL 612237 2 4025 SASH STOP STD.) (ANTI LIFT CLIP) 6063 -T5 AL 617244 3 #8X3/4 PH. PAN HEAD 7834AA 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 -T6AL 64131 10 71298 WEEP HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CFL,LFOAM PAD 7PAD1626 13 4002 A FLANGE FRAME JAMB 6063 -T6 AL 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 15 1155 #8 X 1.000 QUAD PN. SMS 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 78IPQA 64110G 17 4054 B FIXED MEETING RAIL 6063111)-T6 AL 64054A 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 22 1683 WSTP,.250 X .270 BACK, FIN SEAL 61683G 24 226 BRASS ROLLER WHEES BRASS 7BRWHIa 23 225-1 ROLLER HOUSING& GUIDE 42112IID 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MIETINGRAIL 6063HS -T6 AL 64006 33 35 1235 WSTP.,.170 X .270 BACK, FIN SEAL 675166 36 1016 #8 X.625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 39 7070 BULB WEATHERSTRIP .187 X 275 40 LIFT RAIL COVER CAP 41 42 4139 I.F. FRAME HEAD 6063 -T6 AL 67070K 74078 "C" L ORR 64139 43 4141 I.F. FRAMEJAMB 6063 -T6 AL 64141 4140 I.F. FRAME SILL 6063 -T6 AL 64140 50 51 1224 52 53 1225 GLAZINGSIUCONE, DOW 899, 995 OREQUIVALENT VINYL GLAZING BEAD BULB (THICK) VINYL GLAZINGBFAD BULB (THIN) 6TP247W,K 6TP248K 54 4039 B GLAZING BEAD - 5/16" 6063 -T5 AL 64039B 4044 B GLAZING BEAD - 5/16" W /GRILL KIT 6063 -T5 AL 55 4222 56 985 A GLAZING BEAD - 7/16" 6063 -T5 AL 644703 64222 59 4067 C GLAZING BEAD -7/16" W /GRILL KIT 6063 -T5 AL 6985 GLAZINGBEAD - 13/16" 6063 -T5 AL 64067 60 GLASS, 5/16" LAMI (1/8" A, .090 PV13,1/8" A) 61 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 62 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 63 64 65 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16' HS) 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) wear Wen R.1*m F.K 4/15/07 C ADD ITEMS 41, 42 & 43 10/17/06 Ressler F.K FterlsPre A A A ITEM DWG# REVI DESCRIPTION J MAIL j PGIW 66 GLA SS, 13/16" LAMI IG•1 /8 "A, 3/8"AIR SPACE, 5/16" LAMI (1 /8"A, .090 PVB, 1/8"A) 67 13/16" IAMI IG•1 /8 "A, 3/8" AIRSPACE, 5/16" IAMI (I /8 "A, .090 PVB, I /8"HS) 68 " 13/16" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAM! (1 /8 "1-IS, .090 PVB, 1/8"1-1S) 69 13/16" LAMI IG- 3/16"A, 5/16" AIRSPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1/8"A) 70 13/16" LAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"HS) 71 " 13/16" IAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "HS, .090PVB,1 /8 "HS) 72 13/16" IAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" IAMI (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" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3/16"HS) 75 " 13/16" IAMI IG3 /16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16 "A) 76 " 13/16" IAMI IG- 3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 77 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" IAMI (3 /16 "HS, .090 PVB, 3/16 "HS) 90 1014 SCREEN FRAME (HOR & VER.) 3105 -1114 AL 91 1630 SCREEN CORNER KEY WIRINGS POLYPROP. 92 1631 SCREEN CORNER W /OUT RING POLYPROP. 93 1073 SCREEN SPRING S,ST, 94 1624 SCREEN SPLINE -.135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC 96 SCREEN CLOTH seradamoO OA 47 1 I.F. FRAME HEAD 2.784 .062 -1.988 43 I.F. FRAME JAMB © 84141, 6063 -T6 NO CHANGE THIS SHEET Render We k,800,, F.K. 513/06 A ADD SPACE DIMENSIONS ITEMS 86 T 01117Z. bras ,er Paz ar"9 34 0,t,: F.K 2128/00 J.J. 323/06 i 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Viribly Better PARTS LIST rac 3.152 2 710 42 .F. FRAME SILL A 84140, 6063-T6 t ALUM. HORIZONTAL ROLLER WINDOW, IMPACT same HR710 NTS 6 a 11 4127-10 As c. PRODUCT REVISED as complying with the Florida Building Code Arr..eptonce No O —O Expiration Date BY /JO AP mL. Clack, P.E. PE 530712 9ImctueI Readily FJC .082 1. 2.710 -I 0 FLANGE FRAME HEAD #4102A, 6063-T6 TI-- 1.451 --I O SASH STOP #4025, 6063-T5 .062 Lf i -1.349 -{ 21 SASH TOP & BOTTOM RAIL #4133,6083 -T5 1.183 .050 1.096 I iJ O GLAZING BEAD, 5/16" #40448, 6083-T5 (USED W/ GRILL KIT) Dem 4/15107 C 3 2 CI FLANGE FRAME SILL #4136, 6063 -T6 HORIZ. ROLLER TRACK #4131, 6083-T6 —*-11.081F+- 32 SASH MTG. RAIL #4006D,6083HS -T66 II T IP .678 1.096 IUUSI-1111 I T 55 GLAZING BEAD 7/16" #4222A, 6083-T5 37 Q FRAME SILL ADAPTER #4137,8063 -T8 17 FIXED MEETING RAIL #4054B, 8083HD-T6 2. 2 SASH SIDE RAIL #4126, 8063-T5 .050 —►1 � 1.115 I 1 ? 56 GLAZING BEAD, 7/16° #9850,6063 -T5 (USED W/ GRILL KIT) 1+1.513 - I I .738 x 11.443 -• SASH STOP COVER #4053, 6063-T5 I ----- 2.784 1.383 .062 13 FLANGE FRAME JAMB #4002A,6063 -T6 .678 1.096 4.--] 53 GLAZING BEAD, 5/16" #40398,6063 -T5 .097 59 GLAZING BEAD, 13/16" #4067, 6063-T5 NO CHANGE THIS SHEET essay F.K. Rant ay F.K Des 10/17/06 Metre 5/13/06 kovisionzx 8 aevmkm" NOCHANOE THIS SHEET NO CHANGE THIS SHEET 40""0y: F.K. Otdm 2/26106 t»sey J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOf,1IS, FL 34275 P.O 55X1520 007001S. FL 34274 visibly Bette, awyoru EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s"rmrmoar soar• mwt T m 11 104710 Half 4127 -10 Ran C PRODUCT REVISED as complying with the Florida Building Code Accap5 w4 No 0 Expiration bate yr /o/ 7 Robert L. c555‘ P.0. P7 530712 Structural ANCHOR QUANTITIES, XOX (114 - 112.114) WINDOWS TABLE 4 NOTES: GLASS 'TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,KL ANCHOR TYPE) 2.3. WOOD 2, CONC 1, CONC 2,3, WOOD 2. CONC 1, CONC 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W H HEAD & SILL a HEAD & SILL , m ¢ HEAD & SILL a m g HEAD & SILL -Q, 2 HEAD & SILL 15 2 HEAD & SILL < 0) 2. GLASS TYPES: 2 A. 5/16" LAMI - (1/8° A,.090, 1/8" A) -> B. 6/16° LAMI - (1/8" A,.090,1/8° HS) 53125 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1 +C2 +1 +(2t 1 2 1 +C2 +1 +C2 +1 2 1 +(� +1 +C2 +1 2 1 +02+1 +C2 +1 2 C. 5/18° LAMI - (1/8° HS,.090, 1/8" HS) D. 7H8" LAMI 48.000 1 +02+1 +02 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1+02 +1 3 1+02 +1 +C2 +1 3 1+03 +1+02+1 3 1 +C2 +1 +02 +1 - (3/16° A,.090, 3/16" A) 3 E.7/16 " LAMI - (3/18 "A,.090,3 /16" HS) 50.625 1 +03 +1 +03+1 3 1 +03+1 +03 +1 3 1 +03 +1 +02+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+1+02+1 3 F. 7/18' LAMI - (3/16° HS,.090, 3/16° HS) G. 13/16' LAMI IG 54000 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1+C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 -1/8° OR 3/16° A, 5/16" OR 3/8" SPACE, 5/18" LAMI - (1/8" A,.090,1/8" A) 3 H. 13/18° LAMI 10 - 1/8" OR 3/16" A, 5/18° OR 3/8° SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) 60.000 1 +02 +1 +02+1 3 1 +02+1+02 +1 3 1 +02 +1+02+1 3 1 +C2 +1 +02 +1 3 1 +C2 +1+02 +1 3 1 +C2 +1 +C2 +1 3 I. 13/16" LAMI IG -1/8° OR 3/16' A, 5/16" OR 3/8° SPACE, 5118° LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16° LAMI IG 63.000 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1+03+1 +q +1 -1/8° OR 3/16" A, 3/16° OR 1/4° SPACE, 7/16° LAMI - (3116" A,.090, 3/18° A) 3 K 13/16" LAMI IG -1/8" OR 3/16° A, 3/16° OR 1/4° SPACE, 7/16° LAMI - (3/16" A,.090, 3/16° 80.000 x 38.375 1 +02+1 +C2 +1 2 1 +02+1 +C2 +1 2 1 +02+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+02 +2 +02 +1 HS) 2 L 13116" LAMI IG - 118° OR 3116° A 3/18' OR 1/4° SPACE, 7/18° LAMI - (3/18° HS..090, 3118" HS) 48.000 1 +C2 +1 +02 +1 3 1 +C2+1 +02 +1 3 1 +C2+1 +02+1 3 1 +02+1 +02 +1 3 1+C2+1+C2+1 3 1+C2 +2+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50.825 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1+02 +1 +02 +1 3 1+C2+1+C2+1 3 1+02 +2+(2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 54000 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1+02+1 +02+1 3 1 +02+1+C2 +1 3 1+C2 +1 +C2 +1 3 1+02 +2 +02 +1 3 HEAD & SILL 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 80.000 1 +02 +1 +02+1 3 1 +02 +1+03 +1 3 1+C2+1+C2+1 3 1 +03 +1 +02+1 3 1 +C2 +1 +02+1 3 1 +03+2+03+1 3 25 314° MAX FROM CORNERS. JAMBS: 9° 83.000 1 +C2 +1 +03 +1 3 1 +02+1 +C2 +1 3 1 +02+1 +02+1 3 1+C2+1+C2+1 3 1 +03 +1 +C2 +1 3 1+03+2+03+1 MAX. FROM CORNERS AND 221/2° MAX. O.C. 3 TABLE KEY: 74.000 x38.375 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+02 +1 2 1 +02 +2+C2+1 2 O X 48.000 1 +03 +2 +02 +1 3 1 +C2 +1 +02+1 3 1 +02+2+02+1 3 1 +C2+2 +C2 +1 3 1 +02 +2+02+1 3 1 +C2 +2 +C2 +1 IX 3 '1+03+4+03 +1 3 I y-- ANCHOR QUANTITY PER JAMB 50.825 1 +02 +2+02+1 3 1 +02 +1 +02 +1 3 1 +02 +2+03+1 3 1 +02 +2 +02 +1 3 1+C2 +2 +C2 +1 3 1 +02+2+02 +1 3 1 HEAD AND SILL ANCHOR QUANTITY. 54.000 1 +02+2+02+1 3 1 +02+1+02 +1 3 1 +02+2+02 +1 3 1+02+2+03+1 3 1 +02 +2 +02+1 3 1 +03+2+03+1 3 A CLUSTER OF (3) ANCHORS CENTERED 60.000 1 +( +2+02 +1 3 1 +C2 +1 +02+1 3 1 +C2 +2+02 +1 3 1 +( +2 +( +1 3 1+C2+2+02+1 +2 ++1 3 1+03 03 3 AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT 83.000 1 +03+2+03 +1 3 1 +03 +1 +02 +1 3 1 +03+2 +03+1 3 1 +03+2 +03+1 3 1 +02+2 +02 +1 3 1 +03+2 +03+1 3 PLUS (4) ANCHORS AT FIXED SECTION. 84.000x 38.375 1 +02 +2+02 +1 2 1 +02 +2 +02+1 2 1 +C2 +2 +02 +1 2 1 +02 +2 +02 +1 2 1 +02 +2 +02 +1 2 1 +C2 +3+03+1 2 (12) ANCHORS TOTAL AT HEAD AND SILL 48.000 1+03 +2+02 +1 3 1 +03 +2+02+1 3 1 +02 +2 +02 +1 3 1 +02 +2 +C2 +1 3 1 +02+2 +02+1 3 1 +03+3+03+1 3 (3° MIN. O.C. ANCHOR SPACING) 50.625 1 +02 +2 +02+1 3 1 +02 +2 +02+1 3 1 +02 +2 +02 +1 3 1 +03 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +03+3+03+1 3 54.000 1 +03 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02+2 +02 +1 3 1+04 +3+04 +1 3 I 25 3/4" max. 80.000 1 +02 +2 +02+1 3 1 +C2 +2 +02+1 3 1 +03+2+03 +1 3 1 +03+2 ++1 03 3 1 +02 +2 +02+1 3 1 +C4 +3 +04+1 3 F.-3" MIN. 1 lil 1 rAVln!Cr tIEVISED V.3 C,P;,_..i7, witAtheFlorida L,11, :n,;. Car ACM,1.,-:x No o -0:.. _ .Dq E pint on Dale 3fllE.r . .. " " 83.000 1 +02 +2 +02 +1 3 1+02 +2+02+1 3 1 +03+2 +03+1 3 1 +03+2 +03+1 3 1 +02 +2 +03+1 3 1 +04 +3+04 +1 fr 3 �F' X 1 3 t lit 0 I X 108.375x 38.375 1 +02+2+02 +1 2 1 +02 +2+02 +1 2 1 +02+3+02 +1 2 1 +02+3+03 +1 2 1 +02 +3+02 +1 2 1 +02 +4 +03 +1 2 -~ 48.000 1+02+3+02+1 3 1 +{2+2 +02+1 3 1 +03+3 +03+1 3 1+03+3+03+1 3 1 +02+3+02 +1 3 1 +q +4 +p +1 3 MTG.RAIL TYP. 50.825 1+02 +3+02+1 3 1+02+2+02+1 3 1 +03+3 +03+1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1 +03+4 +03+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 54.000 1 +03+3+03+1 3 1 +C2 +2 +02 +1 3 1 +03+3+03 +1 3 1 +q +3+03+1 3 1 +03+3+03+1 3 1 +04+4 +04 +1 3 (SHOWN IN TABLE KEY ABOVE) 80.000 1 +03+3+03 +1 3 1+02+2+02 +1 3 1 +04+3 +04 +1 3 1+04+3+04 +1 4 1 +03+3 +03+1 3 1 +04+4+04 +1 3 63.000 1 +03 +3 +03+1 3 1 +(2+2 +02 +1 3 1 +04+3 +Cq +1 3 1 +C4 +3 +04 +1 4 1 +04 +3+01+1 3 1+05+4 +05+1 3 I 25 3/4' MAX. �1 "MIN. • 1=31" 111.000x 38.375 1 +02 +3+02 +1 2 1 +02+2 +02+1 2 1 +02 +3+02 +1 2 1 +02 +3+02 +1 3 1 +02 +3+02 +1 2 1 +C2 +4 +02 +1 2 Ir 48.000 1 +C2 +3+02 +1 3 1 +02+2 +C2 +1 3 1 +03+3 +q +1 3 1 +q +3+03+1 3 1 +C2 +3+(2+1 3 1 +C3+4 +03+1 3 MIN. l 1 X t 1 3 3 1 1 31 1 "e/ r X07 Robot L Clink, P.E. Structural 50.825 1 +02 +3+02 +1 3 1 +02 +2 +02 +1 3 1 +03+3+03+1 3 1 +C3+3++1 03 3 1 +03+3 +03+1 3 1 +03+4 +03+1 3 9' O `� X / 54.000 1 +03+3+03+1 3 1 +02+2 +02+1 3 1 +03+3 +03+1 3 1+03+3+03+1 3 1 +03+3+03+1 3 1 +04+4 +003 +1 3 -~ 60.000 1+03+3+03+1 3 1 +02 +2 +02 +1 3 1t04 +3+04 +1 3 1 +04+3+04+1 4 1 +03+3+03+1 3 1 +04 +4 +C4 +1 3 MTG. RAIL, TYP.- 83. 000 1 +03+3+03+1 3 1 +C2 +2 +03 +1 3 1 +04+3+04 +1 3 1 +04+3+04 +1 4 1 +04 +3+04 +1 3 1 +05+4+05+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS mar AK. Da* 4/15107 RMeb,r • C UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP, ADJ ANCHORAGE SPACING, XOX (1/4-1/2-1/4) FBnd . F.K. fleas 10/17/08 Rev�INW: B 1070 TECH DRIVE REVISE ANCHORAGE FORMAT, HEAD SILL CLUSTERS Raved Sr FIL OM 5/13/08 tiev6lome A NOKOMIS, FL34275 11.34 ADD SPACE DIMENSIONS GLASS TYPES G THRU L P.O. BOX 1529 ra ALUM. HORIZONTAL ROLLER WINDOW, IMPACT marina,: F,JL 2/28178 c�ed°ea,- J.J. r>� 3/23/08 NOKOMIS, FL 34274 1 U/s/5/y Better HR710 NTS 8 d 11 4127 -10 I C ANCHOR QUANTITIES, XOX (113 -1/3 -113) WINDOWS TABLE 8 NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F, ,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 W r H HEAD & SRI HEAD & SILL -, g HEAD & SILL -, g 4 HEAD & SILL - 2 HEAD & SILL -, g HEAD & SILL -, 2. GLASS TYPES: 2 A. 5/16° LAMI - (1/8" A,.090, 1/8" A) -Qa B. 5/18" LAMI - (1/8° A,.090,1/8" HS) 48.000 x 38.375 48.000 50.825 54.000 60.000 63.000 1 +C2 +1 +02 +1 2 1 +C2+1 +C2 +1 2 1 +02+1 +C2 +1 2 1+C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 C.5116" LAMI -(1/8" HS,.090, 1/8° HS) "LAMI- 1 +02 +1 +62 +1 3 1 +C2 +1+02 +1 3 1 +02+1 +62 +1 3 1 +02 +1+02 +1 3 1+02 +1 +62+1 3 1 +02 +1 +02 +1 3 D.7 /16 (3/16 A,.090,3/16" A) E. 7/16" LAMI - (3/16° ° A,.090, 3/16° HS) 1+02 +1 +02 +1 3 1+02 +1+02+1 3 1 +C2 +1 +C2+1 3 1 +62 +1 +02 +1 3 1 +62 +1 +02+1 3 1 +02 +1 +02 +1 3 F.7 /18 ° LAMI - (3/18" HS,.1390,3N8° HS) 1+02 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 G.13118" LAMI IG -118° OR 3/16° A, 5116" OR 3B" SPACE, 5/16' LAMI - (118" A,.090,1/8' A) 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1+02+1 +02 +1 3 1+02 +1 +02 +1 3 1 +C2 +1 +62+1 3 1 +62 +1 +02+1 3 H.13/16° LAMI IG -1/8" OR 3/16° A, 5/16° OR 3/8° SPACE, 5/16' LAMI - (VS° A,.090,1/8° HS) I. 13/18° LAMI IG 1/8° 1 +CZ +1 +C2 +1 3 1 +C2 +1+02+1 3 1 +CZ +1 +02+1 3 1+62+1+62+1 3 1 +C2 +1 +CZ +1 3 1 +63+1 +03+1 - OR 3/16° A, 5/16' OR 318° SPACE, 5/16° LAMI - (1/8' HS,.090,1/8° HS) 3 J.13/16° LAMI IG -1/8° OR 3116° A, 3/16° OR 1/4" SPACE, 7/16" LAMI - (3116" A,.090, 3/18' A) 53.125x 38.375 46.000 50.625 54.000 60.000 83.000 1 +02 +1 +02 +1 2 1 +02+1 +02 +1 2 1 +C2 +1 +02+1 2 1 +C2 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 K. 13116" LAMI IG - 1/8' OR 3/16° A, 3/16° OR 114° SPACE, 7/16° LAMI - (3/16° A,.090, 3/16" HS) 1 +02 +1 +C2 +1 3 1 +C2 +1 +62+1 3 1 +02 +1 +02 +1 3 1 +02+1+02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 3 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) 1 +02 +1 +02 +1 3 1+02+1+02+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +62 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 3. WINDOW ANCHOR QUANTmES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1+02+1 +02+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1+03+1 +03+1 3 1+02 +1 +02 +1 3 1 +02 +1+02+1 3 1+02+1 +62+1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 HEAD & SILL: 10112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.375 48.000 50.625 54.000 80.000 63.000 1 +62 +1 +02 +1 2 1 +02+1 +02+1 2 1+C2 +1 +C2 +1 2 1 +02+1 +02 +1 2 1 +62 +1 +C2 +1 2 1+02 +1+02+1 2 253/4° MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 221!2° MAX. O.C. 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +62+1 +02 +1 3 TABLE KEY: 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +02+1 3 1 +02 +1+02 +1 3 1 +02 +1 +62 +1 3 1 +02 +1+02 +1 3 X O X 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +63+1 3 11+03+1+03+1! 3 - ANCHOR QUANTITY PER JAMB 1 +02 +1 +01+1 3 1+02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 HEAD AND 8111. ANCHOR QUANTITIES 1 +C2 +1 +C2 +1 3 1 +02+1+02 +1 3 1 +C2 +1 +C2 +1 63 3 1 ++1 +C3 +1 3 1 +02 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +C2 +1 +02+1 2 1 +02+1 +02+1 2 1 +C2 +1 +C2+1 2 1 +02 +1 +02+1 2 1 +02+1 +02+1 2 1 +C2 +1 +C2 +1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 1 +62 +1 +62 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1+02 +1 3 1 +62 +1 +62 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+03+1 +63+1 3 1 +C2 +1 +C2 +1 3 1 +62 +1 +67+1 3 1 +02+1+02 +1 3 1+02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+03+1 +03+1 3 1 +02+1 +C2 +1 3 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1+03+1 3 1 +C2 +1 +02+1 3 1 +03+1 +63+1 3 1 +62 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +63 +1 3 1 +03+1 +03+1 3 1 +02 +1 +62 +1 3 1 +63+1 +03+1 3 1 +02 +1 +02 +1 2 1 +02+1 +C2 +1 2 1+C2 +1 +C2 +1 2 1+02 +1 +C2 +1 2 1 +02+1 +02+1 2 1 +02 +1+02 +1 2 I 25 3/4° MAX. — -iF- —3' MIN. 1 +02 +1 +02 +1 1 +02 +1 +02+1 3 1 +C2 +1 +02+1 3 1 +02 +1 +62 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1+62 +1 +02 +1 3 1 +02+1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1+03+1 +03+1 3 1 +03+1 +03 +1 3 3 P "CJU`rftEVISED 33 comp:y ea with the FIorlda BuildkgCcdc B15.O 1 111 1 111 1 X 1+02+1+02 +1 3 1 +02 +1 +02+1 3 1 +62 +1 +62 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C3 +1 +03+1 3 �F' r X O 1 +C2 +1 +02+1 3 1 +02 +1 +02+1 3 1 +C3 +1 +p+1 3 1 +03+1 +03+1 3 1 +62+1 +62 +1 3 1 +03+1 +03+1 3 T —� 1 +C2 +1+02 +1 3 1 +02 +1 +62+1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +63 +1 +63+1 3 OF (3) ANCHORS 1+62 +1 +C2 +1 2 1 +62 +1 +62 +1 2 1 +62 +1 +62 +1 2 1 +C2 +1 +62+1 3 1 +C2 +1+02+1 2 1+62 +1 +62 +1 MTG. RAIL, TYP.— 2 1 +62 +1 +02 +1 1+02 +1 +C2 +1 3 1 +C2+1+02+1 3 1 +C2 +1 +02 +1 3 1+02 +1 +C2 +1 3 1 +02+1+02 +1 3 1+02+1 +C2+1 3 1 +62 +1 +62+1 3 1 +(� +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+03+1 +63 +1 3 1 +03+1 +63+1 3 EXAMPLE CLUSTER W/ QTY. Acce?taaecNo O oiEor/ 3 ( SHOWN IN TABLE KEY ABOVE) E"`ratonDatc ` 1 +62 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +03+1+03 +1 3 1 +63+1 +03+1 3 1 +62 +1 +62 +1 3 1 +03+1 +03 +1 3 1 +62 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +63+1 3 1 +03+1 +C3 +1 4 1+03+1 +03+1 3 1 +03 +1 +03+1 3 25 3/4° MAX. 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03 +1 4 1 +03+1 +03 +1 3 1 +64 +1 +04 +1 4 —` 1 1/2 "TYP I 1 +02 +1+02+1 2 1 +62 +1 +62 +1 2 1 +62 +1 +02 +1 2 1 +02+1 +02+1 3 1 +02 +1+02 +1 2 1 +62 +1+02 +1 2 —► -.--3" MIN. 1 1111 f A U, Robert L. Clark, P.E. P8539712 Structural 1+02 +1 +02+1 3 1 +C2 +1 +02 +1 3 1 +C2 +1+02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +03+1 3 9' REF. 1 1111 X O 1 X_ 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C3 +1 +03+1 3 1 +62 +1 +62 +1 3 1 +02+1 +C2 +1 3 1 +03 +1+63+1 3 1 +03 +1 +03+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 ,-- OF (4) ANCHORS 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +63+1 3 1 +03 +1 +03+1 4 1 +63+1 +03+1 3 1 +C4 +1 +C4 +1 4 MTG.RAIL,TYP.- 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +C3+1 +C3+1 3 1 +03+1 +03 +1 4 1 +03+1 +03+1 3 1 +C4 +1 +C4 +1 4 EXAMPLE CLUSTER W/ QTY. Rwe°er F.K. 4/15/07 Re ism,n 6 UPDATE TABLES, 4F1 FCT VALUES DUE TO ANCHOR CAP. ADJ. on TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.C. SOK 1828 NOKOMIS, FL 34274 p y e ANCHORAGE SPACING, XOX (1/3- 1/3 -1/3) Rost R$. 3 F.K. nem 10/17/06 Re mrwre: 8 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Reed R. F.K. Vol. 5113/06 Remo.. A ADD SPACE DIMENSIONS GLASS TYPES 0THRU L nom etc F.K. ome; 228!06 aeaedR7: J.J. aa& 323/06 I Visibly Better sw+4axtu HR7IO �` NTS 4eac 9 a 11 °Bi6pR6 4127 -10 Re" C ANCHOR QUANTMES, XO & OX WINDOWS TABLE 6 NOTES: 1. -iu'E TYPES: 1 -114° ELCO TAPCONS 2 - 1/4' ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (118' A,.090, 1/8• A) B. 5/16" LAMI - (1/8' A,.090,1/8' HS) C. 5116" LAMI - (1/8° HS,.090,1/8° HS) D. 7/16° LAMI - (3/16° A,.090, 3/18° A) E. 7116' LAMI - (3116' A,.090, 3118° HS) F. 7/18' LAMI - (3/16° HS,.090, 3/16° HS) G. 13/18° LAMI 10 -1/8" OR 3/16' A, 5/16" OR 3/8° SPACE, 5/16° LAMI - (1/8' A,.090, 1/8° A) H. 13/16' LAMI K3 - 1/8° OR 3/16' A, 5/16' OR 3/8' SPACE, 5/18' LAMI - (1/8° A,.090, 1/8° HS) I. 13/18° LAMI IG -1/8° OR 3/16° A, 5/16° OR 3/8" SPACE, MB" LAMI - (1B" HS,.090,1/8' HS) J. 13/16° LAMI IG -1/8° OR 3/18° A, 3/16° OR 114' SPACE, 7/18' LAMI - (3/16" A,.090, 3118' A) K. 13/18' LAW* - 1/8' OR 3/16° A, 3/16° OR 1/4' SPACE, 7/16° LAMI - (3118" A,.090, 316" HS) L 13/16° LAMI IG -1/8' OR 3M8' A, 3/16° OR 114' SPACE, 7/16° LAMI - (3/16° HS,.090, 3116" 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 1012' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 183/4' MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 2212' MAX. O.C. TABLE KEY: ANCHOR TYPE a & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W Y H L] g iii =0 m g 4 -j 1 V) = o m g 4 Q W c7j = a6 m g ai 0 d 6 Fi =0 m 2 g O d n =0 m 4 L] 1 y =0 m g 4 37.000 x 38.375 48.000 50.825 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03 +1 3 1+02 +1 3 1 +02 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +03+1 3 1 +02 +1 3 1 +C2 +1 3 1 +03+1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+02 +1 2 1 +02 +1 2 1 +02 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +CZ +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+02+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C3+1 3 1+C3+1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +C3 +1 3 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 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 0 X 2+C3+2 1 3 --,- ANCHOR QUANTITY PER JAMB 1 +02 +1 3 1 +02 +1 3 1+03+1 3 1 +02 +1 3 1 +02 +1 3 1 +03+1 3 1 HEAD AND SILL ANCHOR QUANTMES 1 +C2 +1 3 1 +02 +1 3 1 +C3 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C2 +1 3 1 +03 +1 3 1 +03 +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 +03 +1 4 1 +C2 +1 3 1 +03+1 3 1 +C3 +1 4 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 4 1 +C3 +1 3 1 +C4 +1 3 1 +03+1 4 1 +C3 +1 3 1 +C4+1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 3 1 +02 +1 3 2 +03+2 3 1 +C2 +1 3 1 +02 +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 1 +C3 +1 4 4 1 +C2 +1 1 +C3+1 3 3 2 +C3+2 2 +C4 +2 3 4 1 +C3 +1 1 +C3 +1 4 4 1 +02 +1 1 +C3 +1 3 3 2 +C3 +2 2 +C4 +2 3 4 -18 3V4° MAX -►{ I•■--3" MIN. PRODUCTPi3VISED es mmp;-‘,• :; wife the Florida Building Cod- Aeccp1 Ce NO. 08 $,cxy 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3 +1 4 1 +C3+1 3 2 +C4 +2 4 9° REF. -1-- 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+C2 +2 3 1 +02 +1 2 2 +02 +2 3 2 +C2 +2 3 1 +C2 +1 2 2 +02 +2 3 2 +02 +2 4 1 +02 +1 3 2 +C3 +2 3 2 +C2 +2 4 1 +C2 +1 3 2 +03 +2 3 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 2 +03 +2 4 1 +C2 +1 3 2 +C3 +2 3 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 3 2 +03+2 4 1 +C2 +1 3 2 +03 +2 4 2 +C3 +2 4 1 +C2 +1 3 2 +03 +2 4 (SHOWN IN TABLE KEY ABOVE) Expiration B�c a // By // <.., .T0- , „. ado Product o""r 2 +C3 +2 4 1 +03 +1 3 2 +04 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3 +1 4 1 +C3 +1 3 2+04+2 4 2 +C3 +2 4 1 +C3+1 3 2+04+2 4 183!4 °MAX 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+C2 +2 3 2 +C2 +2 2 2 +C2 +2 3 2 +02 +2 3 2 +C2 +2 2 2 +C2 +2 3 I �1 I -1 12° TYP. I+-3 °MIN. 2 +C3 +2 4 2 +C2 +2 3 2 +q +2 4 2 +C3 +2 4 2 +C2+2 3 2+C3 +2 4 L� 9° REF. n / - ��C /7s� "I» ��a a% Robert L Clark, P.E. PE 63971 PE 639712 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 4 2 +C2+2 3 2 +03 +2 4 T j 2 +C3 +2 4 2 +C3 +2 3 2 +C4 +2 4 2 +C3 +2 4 2+03 +2 3 2 +C4 +2 4 2 +C3 +2 4 1 +03 +1 3 2 +C4 +2 4 2+03+2 5 2 +C3 +2 3 2+C4 +2 4 MTG. RAIL EXAMPLE CLUSTER W/ Q. OF (4) ANCHORS 2 +C3 +2 4 1 +03 +1 3 2 +C4 +2 4 2 +C4 +2 5 2 +C3 +2 4 2 +C4+2 5 B,,. FK 4/15/07 C CHOTABLEit TO 6, & SELECT VALUES DUE TO ANCHOR CAP. ADJ 1970 TECHNOLOGY DRIVE NOKOMIS, FL 3x278 P.C. BOX 1528 NOKOMIS, P134274 p - ANCHORAGE SPACING, OXAND XO WINDOWS r�eaet- F.i( Date: 10/17/06 Revisions 6 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS *� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT e°°* F.K °� 5/13/06 "°" A ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L Qr BP F.K Dew 2/1&/06 awaked ex J.J. rmm.• 323/06 I Visibly Better s.ts,aroaae HR7IO mak NTS 10 m 11 41°6°x' 4127 -10 ' C A MIN. 3.4 KSI CONCRETE ix WOOD BUCK, NOTE 3 1 3/4' MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 NOTE II A /4° MAX. SHIM CONCRETE WOOD ANCHOR, ANCHOR, NOTE 1 NOTE 2 DETAIL B DETAIL A 1/4° MAX. —+ SHIM TYPICAL FLANGE FRAME HEAD SECTIONS A WOOD ANCHOR, NOTE 2 1 3/8° MIN. 1/4° MAX. SHIM - �I CONCRETE ANCHOR, NOTE 1 it 2x WOOD BUCK NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS A CONCRETE ANCHOR, NOTE 1 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1(4° ELCO © TAPCONS EMBEDED 1 3/8° MIN. OR 1/4° SS4 CRETE -FLEX EMBEDED 1 3/4° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4' SS4 CRETE -FLEX WITH A #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4° MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENTAEDITION. (1.5 KSI CMU) 1. OR PER NOTE 1 (3.4 K81 CONCRETE) J 1 3/4° a EXTERIOR INTERIOR MIN. E.D (HEAD & SILL DETAILS 1'YP. 4 7 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR, NOTE 2 1/4° MAX. SHIM DETAIL H (HEAD NAILING .131 DIA. MIN. x 21/2° NAIL AT CORNERS AND 5° O.C. TYPICAL DETAILS G, H & I. SEE 1 3/8° MIN. A NAILING 4 13/4' MIN. 1aF� MIN. 3.4 KSI_ f E.D. TYP. A e `. CONCRETE 2x WOOD - d A DETAIL C BUCK NOTE 3 DETAIL D TYPICAL FLANGE FRAME SILL SECTIONS aentl Br REVISE NOTES 1 & 2 REGARD/NO TRIMFIT HD. & EMBEDMENT. FJG ADD 1.F. FRAME CHO. NOTES TO FBC, CURRENTEDmON• Rersdar F.K. starrier F.K. as., Or F.K. De. 4/15/07 1 10/17/06 5113/08 Daba 2/26106 Revisiama laavIsfarts A areeanar J.J. REVISE EDGE DIST. ,EMBEDMENT & BHT. REFERENCES ADD NOTES. 313105 1070 TECHNOLOGY DRIVE NOKOMIB, FL 34275 P.C. BOX 1528 NOKOMIS, F1.34274 DETAIL G (SILL)A DETAIL I (JAMB A TYPICAL. INTEGRAL FIN FRAME SECTIONS P VIsib[y Better ANCHORAGE DETAILS Tar ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Saata/Matee lam. mec 6sia!N. Irmr: HR710 Half 111 b 11 I 4127 -10 C PRII:. ^.37 OQ AcFi — x Nom L� 1/ E4 Da: Robert L. dark, P.E. PE 839712 Structural MIAMI-DiADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1 "X Heavy Wall Aluminum Tube Clipped Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large 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 renews and revises NOA # 04- 0528.05 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. 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 to ,yq� ph NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a ix 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a ix 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3A" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHI R 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. E -2 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ANCHORS DETAIL "B ", "C" OR D" AT BOTH ENDS AND AT BOTTOM N MULLIONS M1) M2) NOTES; ANCHORS DETAIL A FANCHORS DETAIL A W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DEILRMIN!NG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 W ANCHORS DETAIL "8", "C" OR "0" AT BOTH ENDS AND AT BOTTOMS h 2 w - W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 ANCHORS DETAIL "B", "C" OR D" BOTH ENDS ANCHORS DETAIL "B", "C" OR "D" BOTH ENDS MULLIONS MULLION W = W1+W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ULLION H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W 1. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Rend F.K. 5730/06 DR -ADD NOTES 5 & 6 Rind Br ReHabne: F.K. C ADD TECH. REFS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON- IMPACT APPLICATIONS. 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- ® MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. L1J bert L Clark, P.E PE #39712 Structural 1070 TECHNOLOGY DANE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 55/06 zionig *Midi cede,: -01 61/7. Dram fly P.J.P. 48/00 I" HEAVY WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION Serbs /Modet Saes Sheet orowMg No. MULLS NTS 1 a 7 6221 Rev. D M2 \ /- 7 , -- Wt W2-j _ w W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DEILRMIN!NG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 W ANCHORS DETAIL "8", "C" OR "0" AT BOTH ENDS AND AT BOTTOMS h 2 w - W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 ANCHORS DETAIL "B", "C" OR D" BOTH ENDS ANCHORS DETAIL "B", "C" OR "D" BOTH ENDS MULLIONS MULLION W = W1+W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ULLION H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W 1. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Rend F.K. 5730/06 DR -ADD NOTES 5 & 6 Rind Br ReHabne: F.K. C ADD TECH. REFS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON- IMPACT APPLICATIONS. 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- ® MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. L1J bert L Clark, P.E PE #39712 Structural 1070 TECHNOLOGY DANE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 55/06 zionig *Midi cede,: -01 61/7. Dram fly P.J.P. 48/00 I" HEAVY WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION Serbs /Modet Saes Sheet orowMg No. MULLS NTS 1 a 7 6221 Rev. D PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1x MULLION WOOD BUCK FOR 1 " MULL i" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL A" MULL= i" MIN. TYP 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 PGT 1x MULLION SEE NOTES 2 & 3 3 MIN. D �( T ) 156(TYP 2" OR 4" ANCHOR EMBED. SEE NOTE 2 PGT Ix MULLION WOOD BUCK REMOVED TO CONCRETE 1 SEE • NOTE 1 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 &3 PGT 1x MULLION TYP CAL, MULLION TO STRUCTURE WITH NOTES; WOOD BUCK. DETAIL 8" 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCR:It EDGE SEE °.;' IS 2 1/2". MIN. EMBEDMENT TAPCONS 1 1/4". CRETE —FLEX 1 3/4" NOTE f 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" } SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR 2 STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR WOOD nni�pp /—BUCK Il�ll "()1k(TYP SEE r NOTE 1 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 2" OR 4 "— #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE W1TH EACH OTHER) SEE NOTE 3 O So SEE NOTE 1 ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL - TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING A OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED 01? PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. W000 BUCK MASONRY ANCHOR, SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "0" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS FUT ,�. IND STRIES 56 45 Robert L Clark, P.E. PE #39712 Structural Revsd By: F.K. Rend 8F F.K. 0.a.n By, P.J.P. 30/06 573/04 4713/60 —MODIFY NOTES 3 & 5 ftwatom —ADD EMBED. DETAILS 1" HEAVY WALL, CLIP INSTALLATION DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 >w« ALUMINUM TUBE CLIPPED MULLION Series/Atodek Scale: Sheet Drawing No. MULLS NTS 2 at 7 6221 Rev: 51 2 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CUP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 x 3/8 1 3/16 1 x 2 3/4 x 3/8 1 15/16 1 x 2 3/4 x 21/32 1 3/8 1 x 4 x 3/8 3 3/16 3 4 r - -A /2 MAX iMAX. T O O 0 OLOCATIONS ANCHOR THREE LOCATIONS ANCHOR TIONS A/2 MIN. -J A MIN. 1 ONE (1) ANCHOR © TWO (2) ANCHOR © FOUR (4) ANCHOR LOCATIONS MIN.TYP. (2)EQ.SP. (A- 3/4)/2 NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHELLS 5, 6 AND 7. F7ND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPUES TO ALL DIMENSION SHOWN AS MAX. .3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. 83MIN. THREE (3) ANCHOR LOCATIONS 3M1 �M /N.TYP. 1wMAX. f *Aix MIN D S X (6) ANCHOR LOCATIONS MIN.TYP. (4)EQ.SP. @ (A- 3/4)/4 MIN. ® FIVE (5) ANCHOR LOCATIONS BMIN. TYP. MMIMMIWOMMCD memlOWWW1011sdis Itiddimende TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark. P.E. PE #39712 Structural INDUSTRIES Rer e�. "-AZ' 30/06 D —N0 CHG THIS SHT 55/06 C � W, ADD DAI.&NOTE P.J.P. 48/00 DescrMttonr 1 " HEAVY WALL, ANCHOR LOCATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Mkt ALUMINUM TUBE CLIPPED MULLION Serb/Model: MULLS Scalm NTS She 7 Drawing No. 6221 Rev: D 3 8 1 3 4 2 1- 4 1 rt -4 24 2 1 8 21 32 4 7 x HEAVY WALL MULLS MAT'L: 6063 -T6 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 8 `8 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS obert 4 Clark. P.E. PE #39712 Structural 1070 TECHNOLOGY DRNE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Rev F .. 30/06 DR 0 CHG TNIS SHf R-12! RevNtcns 5/06 C —NO CHG WSW Dm. sr. P.J.P. 48/00 1" HEAVY WALL, MULLION PROFILES ALUMINUM TUBE CLIPPED MULLION serrea /Mode: MULLS 1X 4 0 7 6221 Sam sheet woirrtg No. Rev: D CHART 2. - 1x2.75x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 CLIP TO OPENING (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (4) B 110 (2) A (3) B (3) A (4) B 120 (2) A (3) B 130 160 (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B CLIP TO MULL (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 170 170 170 170 170 170 170 170 170 170 170 170 170 170 (3) B 170 (3) B (3) B (3) B (3) B (3) B 170 170 170 170 170 170 170 170 170 161 170 154 170 150 170 149 170 149 170 149 170 149 170 149 170 170 170 161 170 148 170 140 170 136 170 134 170 134 170 134 170 134 170 134 170 166 170 147 170 135 165 126 153 121 146 119 142 118 141 118 141 118 141 118 141 145 152 127 131 116 116 101 107 100 100 96 96 93 93 92 92 92 92 92 92 131 131 112 112 99 99 90 90 84 84 80 80 77 76 76 76 76 76 76 113 113 97 97 85 85 77 77 72 72 68 68 65 64 64 63 63 63 63 86 86 73 73 65 65 58 58 54 54 50 50 48 48 46 46 45 45 44 44 73 73 62 62 54 54 49 49 45 45 42 42 40 40 38 38 37 37 36 36 67 67 57 57 50 50 45 45 41 41 38 38 36 36 35 35 33 33 32 32 54 54 45 45 40 40 35 35 32 32 30 30 28 28 27 27 26 26 24 24 43 43 37 37 32 32 28 28 26 26 24 24 22 22 21 21 20 20 19 19 36 36 30 30 26 26 23 23 21 21 19 19 18 18 17 17 16 16 15 15 25 25 21 21 18 18 16 16 23 23 19 19 17 17 15 15 CHART 1. - 1x2x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 CLIP TO OPENING (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B CLIP TO MULL (1) 8 (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B MULL LENGTH IN INCHES 42 48 50.625 64 60 63 66 72 76 78 84 90 96 155 142 134 130 130 130 130 130 130 130 129 116 107 102 100 99 99 99 99 99 115 100 91 85 82 80 80 80 80 Bo 94 81 73 68 64 63 62 62 62 62 67 58 51 47 44 42 41 41 41 41 58 49 44 40 37 35 34 34 34 34 50 43 38 34 32 30 29 28 28 28 38 32 29 26 24 22 21 20 20 20 32 27 24 22 20 18 17 17 16 16 30 25 22 20 18 17 16 15 15 24 20 17 16 19 16 16 Vertical Mull Mull Length I_Opening_J Widfh Horizontal Mull Opening Width L Mul! _I Length __ Multiple Mulled Units Mull Length \Opening Width NOTES. 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 !E —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS g*-- cc/6 Robert L park, P.E. PE #39712 Structural INDUSTRIES Rwmt. By: Rend By: F.K. 530/06 55/06 Revisions: D -NO CHG THIS SHT C-MARKED REVISIONS Drown By: P.J.P. 4),38/00 Description: 1" HEAVY WALL, PRESSURE CHARTS 1 & 2 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION 5eries/Ifodet MULLS 3cafe: NTS Sheet Drawing No. 6221 CHART 3. -1 x2.75x.650 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 CLIP TO OPENING (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B 160 (4) B (3) B (4) B (3) B (4) B (3) B (4) B (3) B (4) B (3) B (2) A (4) B MULL LENGTH IN INCHES CLIP TO MULL 42 48 60.625 54 60 63 66 72 76 78 84 90 96 108 111 (2) B (2) B (2)B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B 170 170 166 152 170 170 170 170 170 160 148 135 170 170 169 155 170 148 136 124 170 169 156 142 170 141 129 116 170 161 148 133 170 138 125 112 170 158 143 128 170 170 170 170 170 170 170 170 170 137 157 137 157 137 157 137 157 137 123 141 123 141 123 141 123 141 123 133 152 117 134 106 122 99 113 94 107 125 143 110 126 99 114 92 105 87 99 118 135 103 118 93 107 86 97 81 90 109 125 90 103 83 95 77 85 108 124 88 101 81 93 75 82 108 88 80 73 124 100 91 80 108 88 80 73 124 100 91 79 108 88 80 73 170 157 141 124 100 91 79 106 108 92 92 81 81 73 73 67 67 91 91 77 77 68 68 61 61 56 84 84 71 71 63 63 56 56 51 51 67 67 57 57 50 50 44 44 40 40 54 54 46 46 40 40 36 36 32 32 44 44 38 38 33 33 29 29 26 26 31 31 26 26 23 23 20 20 18 18 29 29 24 24 21 21 18 18 17 17 63 52 48 37 30 24 17 15 63 52 48 37 30 24 17 15 60 49 45 35 28 23 15 60 49 45 35 28 23 15 58 58 47 47 43 43 33 33 26 26 21 21 56 56 46 46 42 42 32 32 25 25 20 20 56 56 45 45 40 40 30 30 23 23 18 18 Vertical Mull Mull Length ,_Opening Width Horizontal Mull Opening Width Mull Length —' Multiple Mulled Units Mull Length LROpening Width NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4) B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS a/6 L Robert L. Clark, P.E PE #39712 Structural �-i INDUSTRIES Ree dr.. Raved Bp Dram fly P.J.P. 30/06 55/O6 4%28/00 0 —NOD CHG 71115 SHT C E0 REWSIONS Desofpt . 1" HEAVY WALL, PRESSURE CHART 3 1070 TECHNOLOGY COVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 Tide: ALUMINUM TUBE CLIPPED MULLION swim/Madeh MULLS Scale: NTS Sheol. 6 a 7 Drawing No. 6221 Rev. D CHART 4. - lx4x.375 QTY. & TYP. ANCHOR CLIP TO OPENING OPENING WIDTH IN INCHES CLIP TO MULL& (2) A (4) B (5) B 50 60 70 80 90 100 (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B 110 (3) A (2) A (6) B (4) B 120 ,.130 160 (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3).A t6)B ,(2).A (4) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B 42 48 50.625 MULL LENGTH IN INCHES 54 60 63 66 72 76 78 84 90 96 108 111 144 170 170 170 170 170 170 170 154 144 140 128 112 92 64 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 (5) B (5) B 170 170 170 170 170 170 170 170 (5) B (5) B (5) B (5) B (5B. (3) A (6) B (5) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 169 170 162 170 158 170 157 170 157 170 157 170 170 170 170 170 170 170 170 170 170 157 170 170 170 154 170 143 170 136 170 131 170 128 170 127 170 127 170 127 170 170 159 170 144 170 133 170 126 170 121 170 117 169 116 166 116 165 116 165 170 170 150 170 135 170 125 170 117 166 112 156 108 150 106 145 105 144 105 144 170 170 138 134 170 120 165 110 148 103 136 98 127 94 120 91 115 89 112 88 111 125 121 160 112 140 102 126 95 116 90 108 86 102 83 98 81 95 79 93 148 108 129 99 116 92 106 87 99 83 93 80 89 78 87 75 84 111 117 98 102 90 92 83 83 77 77 73 73 69 69 66 66 62 62 112 95 95 82 82 74 74 67 67 62 62 58 58 54 52 52 48 48 92 78 78 67 67 60 60 54 54 50 50 47 47 44 44 42 42 38 38 64 54 54 59 27 59 27 50 50 47 43 47 43 42 38 42 38 37 34 37 34 34 31 22 22 19 19 17 17 15 15 34 1 32 31 29 32 29 30 27 30 27 28 26 28 26 25 23 25 23 Vertical Mull Mull Length Opening Width Horizontal Mull 7 Opening Width — Mint Length —' Multiple Mulled Units Mull Length \Opening Width NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRt !1—FLEX, EMBED. (1 3/4) B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES" PRODUCTS D—N0 •ert P_ dart., P.E. PE. 135712 Structural FIT, INDUSTRIES Re 9�: R IBrC 5%30/06 55/06 Revisions: THIS SHT Pension= REVISIONS Drawn ey. P.J.P. 4728/00 11 " HEAVY WALL, PRESSURE CHART 4 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. 90X 1529 NOKOMIS, FL 34274 ww ALUMINUM TUBE CLIPPED MULLION serba/Ibdefr MULLS scare: NTS Sheet 7 Drawing No. 6221 Rev. D BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FI. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve• the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW -701" Aluminum Fixed Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Max DLO = Width - 3.75" and /or=Height-3.75". The Annealed glass to be on exterior side of laminate. 2. Max. comer distance for anchors is 8.5 ", except Hexagon & Octagon comer dist not to exceed 3 ". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1" and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 07- 0418.06 consists of this page 1 and evidence sheet E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, 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.miamidade.aov/buildingcode NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMI 1 1.ED A. DRAWINGS (transferred from file # 07- 0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07- 0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 14I L-3835, dated 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04 /13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME-1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex 11IG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB ", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009. E -1 krAteict 1. Llot i Ishaq 1. Chanda, P. E. Product Control Examiner NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 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. 7/16° 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 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 (2) UTES 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 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, ® INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 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 10-12 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 IA ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM- 2009y■LUMINUM DESIGN MANUAL 4-124w 1 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Render. Den PRODUCrRENEWED agoisFtrbs with the Deride Baldiyeg Cade ""'°a Affloriotance? ktn Distnba Reddiddr Rend dr PJC Date 4N07 flee 12115/03 Rend Br FJC OrdenOr F.K 7114044 Innistna a tam A CHG. NOTE2 TO REF. ABM E 19002AND REVISEANCHO17AOE NOTES. ADD REFERENCES TO NOTES AND ADD NOTE 7. REDUCE ANCHOR SPACING Chain! Er 1070 TECHNOLOGY DANE NOXOMIS, FL 34275 P.O. 9;0(1529 NOKONW, FL 34274 Vtdbly Bean NOTES 8 TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT relneddin PW-701 am. eft* Air 3I 1 of 12 orropm. 4259-4 RobertL. Clark, P.E. PE /39712 Slnnlwal 3/16" ANNEALED OR HEAT STRENGTHENED GLASS Rowad 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OUTSIDE Ode OR 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS • R 21 11/16" NOM GLASS BITE 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) Nonifekne 1 1/16" LAMI GLASS NOMINAL 7116 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OUTSIDE 11/16" NOM GLASS BITE 0 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) PRODUCT RENEWED avimumas w *b t l�m the 77naail Rout Br FJC lemelBe FIG Oesee,- Fx aft tyro? Roesent NO CHANGE RASE 7741 S SHEET Dee 12/16479 Dee 7114/03 Referee A a"deeer NO CWHVOE11 SNr7 r 1070 7EcHNCLOOYDRIVE NOKOMIS, FL 94275 P.O. MSC 1020 NOKOMIS, FL 34274 Pca- visibly Better GLAZING DETAILS Iver ALUMINUM PICTURE WINDOW, IMPACT a PR-701 aae cwt ers"xa FU 2 s 12 4259-4 3/*/ Robert L Clark P.E. 70429712 Stuched HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX, SIZE = 80' DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24A7 SQ. FT. HALF CIRCLE MAX. SIZE = 96 "X48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. MAX. SIZE = 96 "X48" OR MAX. AREA = 31.99 SQ. FT. 98" 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 441 /4' MAX. DLO NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 921/4" MAX. DLO RECTANGLE MAX. SIZE =48 "X96" OR MAX. AREA = 32.00 SQ. FT. MAX. SIZE = 48 "X96" OR MAX. AREA = 30.28 SQ. FT. MAX. SIZE = 48' X 96" OR MAX. AREA = 31.99 SQ. FT. PRODUCT RENEWED as emptying with We tbrIER HaRIDE Cede E r�eseaeee ty I k PRODUCT REVISED as cmpi7higwib the FREW* "'Ns 'i- &.. - 06 RxptrWonOute RMW5y Aft Refitlonic per FJC amdA7 FJC OMe Br FJC nor 4/4/07 arr 1&1033 7/14/03 Reaps e Rations: A ai.rme7. UPDA7EANCHORAGE NOTE NO CHANGE THIS SHEET 1070 TECHNOLOGY ERNE NOKOA0S, R. 34275 P.O. BOX 1510 NOHOW, FL 34274 P_fG11- Visibly Better FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT Sewn ae PW-701 skre Ism*, NTS 3 m 12 c ow 4259 -4 B ,t7e;' Robed L ORR P.E PE E38712 Structual 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 QUARTER CIRCLE MAX. SIZE = 60° BETWEEN FLATS OR MAX AREA = 20.71 SQ. FT. MAX. SIZE =68 "X68" OR MAX. AREA = 25.22 SQ. FT. MAX. SIZE96" X 47° OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX SIZE =96 "X48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW MAX. SIZE = 96 "X48" OR MAX AREA = 31.99 SQ. FT. r— 981/4" FRAME O.D. 96" MAX. A 50 1/4" FRAME O D. 48" MAX L ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. 451/4" MAX DLO 1 NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 931/4" MAX. DLO — -1 RECTANGLE MAX SIZE = 48" X 96" OR MAX AREA = 32.00 SQ. FT. ARCH. MAX. SIZE = 48° X 96" OR MAX AREA = 3028 SQ. FT. TRAPEZOID MAX. SIZE = 48 "X96" OR MAX AREA = 31.99 SQ. FT. PRODUCT RENEWED se emptying here Baktleg Cede Aecepereee No trot**. Daft 7,/ Diehl= PRODUCT itt.v.e D is ca°plyl°Q Pkh the FlwWe Duktieg Cede AceeKtme Ns Dae RmitfOr Rsviione tee: FE. MAW AwWmc ADD FRAME O.D. DIMENSIONS AND UPDATE ANCHORAGE NOTE 1TH&D3 717114/03 Rabfkas A NO CHANGE THIS SHEET Daft 1010 TECHNOLOGY DRIVE NOKOAIS, FL 34275 P.O. BQX 1678 NOKOMIS. FL 34274 Pc;T VIstbly Bette. INTEGRAL FIN ELEVA77ONS Tax ALUMINUM PICTURE WINDOW, IMPACT lbrialkeft PW-701 a.r le me NTS 4 7' 12 I42594 I B L Clink, P.E. PE Ri9712 Shrx6ual TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE 11P-TO-TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3116"A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3116HS) 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" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3 /16HS, .090, 3116" HS) WINDOW GLASS "X' DIM. TYPE FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW "Y" DIMENSION 28.500 34.000 39.500 45.000 48.500 48.000 49.000 A,B,C,D +80.0 I -80.0 +80.0 I -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. +80.0 ] -80.0 13.44 SQ.FT. +80.0 I -80.0 15.31 SQ.FT. +80.0 I -80.0 15.82 SQ.FT. +80.0 I -80.0 16.33 SQ.FT. 54.500 A,B,C,D AREA +80.0 I -80.0 10.79 SQ.FT. +80.0 I -80.0 12.87 SQ.FT. +80.0 I -80.0 14.95 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 60.000 I A,B,C,D AREA +80.0 I -80.0 11.88 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. +80.0 I -80.0 14.17 SQ.FT. +80.0 I -80.0 16.46 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 65.500 I A,B,C,D AREA +80.0 I -80.0 12.96 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. +80.0 I -80.0 15.47 SQ.FT. +80.0 I -80.0 17.97 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 71.000 1 A,B,C,D AREA +80.0 I -80.0 14.05 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT +80.0 I -80.0 16.76 SQ.FT. +80.0 I -80.0 19.48 SQ.FT. +80.0 I -80.0 +80.0 1 -60.0 +80.0 I -80.0 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 B,C,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 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. 82.000 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 B,C,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 AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. 87.500 A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 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 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ. FT. 29.17 SQ.FT. 93.000 A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 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 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. 96.000 A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 19.00 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ. FT. 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. 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 SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. ww eF we< PRODUCT RENEWED is complying with the PRA& tickling Cde EspIrittas 1 e 2} 14 ShC Ili PRODUCT REVISED eeeapbiaglr 416eF14dW Rithliog Code AeapomoNa a -._. - Daue::a:IL , • Product Cashel/ "7, Railcar 8 Re,m,nr A UPDATE DESIGN PRESSURES PE4ASTM E 1300-02 AND NOTES. CLEAN UP TABLE 1 DESCRIPTION AND HEADINGS. CHANGE NOTE 1ANCHORING WTIH#42SCREWS Caemmay aft 1070 TECHNOLOGY OR 'E NOXOIBS, A 34278 P.O. BOX 15 NOKOMIS, A 34274 PCT Via* Better FLANGED UNIT DESIGN PRESSURES Las ALUMINUM PICTURE WINDOW, IMPACT INTS 9efWemYt PW-701 "t flroft 5 75 12 I � 42594 11 Rotted L park, P.R. PE 839712 Structural TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16HS) 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" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW GLASS "X' DIM. TYPE FTL-3835 FTL -3835 FTL -3850 FTL -3850 WINDOW "Y" DIMENSION 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A,B,C,D +80.0 I -80.0 +00.0 I -80.0 +80.0 I -80.0 +80.0 -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. 54.500 I A,B,C,D +80.0 I -80.0 +80.0 -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 10.79 SQ. FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. 60.000 I A,B,C,D +00.0 I -80.0 +80.0 I -80.0 +80.0 1 -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. 65.500 I A,B,C,D +80.0 I -80.0 +80.0 I -sac +80.0 I -80.0 +80.0 I -80.0 +00.0 I -80.0 +00.0 I -80.0 AREA 12.96 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 71.000 I A,B,C,D +80.0 I -80.0 +80.0 -80.0 +80.0 I -80.0 +80.0 I -80.0 2t15 SQ.FT. +00.0 I -80.0 21.83 SQ.FT. +80.0 I -80.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 B,C,D +80.0 -80.0 +80.0 -80.0 +00.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ. FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. 82.000 A +80.0 -80.0 +00.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 B,C,D +00.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 87.500 A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 25.63 SQ.FT. +70.0 26.48 SQ.FT. 27.33 SQ.FT. -70.0 +68.4 -68.4 +67.0 -67.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -00.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. 93.000 A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +00.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. 96.000 A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -6t5 +00.0 -60.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +00.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. 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 SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. PRODUCT RENEWED se complying with the Florida Bidding Code 'twopence Ple lO Expiration Dnde 'L1��J /s/1 9.n J4 MIS Division tism.nBr oas Re,mc sex FX RwasBr FX aster F.K atex 4,W7 Baer 12111&03 744/03 R B r A UPDATE DESIGN PRESSURES PERAS7ME 1300-02 AND NOTES. CLEAN UP TABLE 2 DESORPTION AND HEADINGS. C HAAGENOTE 1 ANCHORWO WITH$12SCREWS awecwnBr Wee 1070 TECHNOLOGY DRNE NOIOWES, FL 34275 P.O. got MO NOKOA03 8.34274 r_ Vitt* Better INTEGRAL FIN UNIT DESIGN PRESSURES m ALUMINUM PICTURE WINDOW, IMPACT flaftekelek PW-701 N7S1 6 m 12 IB as 42394 B /771:4 Robert (Nark P.E PE 939712 Sttudmal 1IIIIIMI o MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH — HORIZONTAL SECTION (FLANGE FRAME) O O III Ill ALONG ENTIRE JOINT SCREWED C • RNER ASS'Y Reed BF (FLANGE FRAME) Des Q WELD (FLANGE FRAME) r� i II I� WELDED CORNER ASS'Y (FLANGE FRAME) MAX. WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y ALONG ENTIRE JOINT 5— vac F.K Robber tam 12H609 7/7/14Po9 A NO CHANGE THIS SHEET NO CHANGE OHS SHUT at 1070 TECHNOLOGY DRIVE NOS FL 34276 P.O. BOX 186 NOKO ?S, 71.34274 Visibly Better 0 0 0 MAX. DAYLIGHT OPENING INSIDE PRODUCT REDFWED as complying with the Florida Code Ac Acceptta oO&-- 11117.IC E ra8ea Datc m- 4420j4 _�a Division VERTICAL SECTION (FLANGE FRAME) SECTIONS & CORNER ASS'Y, FLANGED 7- ALUMINUM PICTURE WINDOW, IMPACT aafsnaue P147901 Swat 7 s 12 u.ro 42594 11'3 1 2.784' OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX. WINDOW HEIGHT �- 2.784° 0 0 0 0 MAX. DAYLIGHT OPENING INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) PRODUCT RENEWED Itt owsPlYlei wB616e RO.lda Balding Code Ezptraatioo bpe� =�Z j�T1Yo i'I M Ddt Dkision PRODUCT REYt88p complytas with*, PLAID Bidding Cede Reeeptenartagat Deft Rertelaos wedeq: F.K Deft B NO CHANGE THIS SHEET FX F.K tar; 12/16'09 Date 7114/13 ebas0ns A eremedey. NO CHANGE TH183HffT Oats 1070 TECHNOLOGY DRIVE NOKO64$ FL 34275 P.O. WO 1523 NOKOA9$ FL 34274 PcT Vleibly Bahr, SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WNDOW, IMPACT Sedosabfst PW-701 8 12 en.+om. 4259-4 f/f ITEM DWG NO. PART # DESCRIPTION 1 4256A 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2 4253 64253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781 PQX #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 4255 64255 7/16 LAMI GLASS BEAD 11 4254 64254 1 1/16 LAMI I.G. GLASS BEAD 12 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT 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 84262 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 .050° r— .970" .975° ITEM 10, 7/16 LAMI GLASS BEAD MAIL: 6083 -T5 DWG NO. 4255 R H Wig Reeder 346° .050 ° ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MAT'L: 6063 -T5 DWG NO. 4254 .975° 2.784" 2.500" ITEM 1, INTEGRAL FIN FRAME MAT'L: 6063 -T5 DWG NO. 4256A ITEM 2, FLANGED FRAME MATL: 6063 -T5 DWG NO. 4253 PROBNC:a tiea,W.Wi:» as complying with the FtoeWa Baidiag Code Accryu"°a No B, — .IU Ez,1ratioa Dee 8 MINIS Dods &rhino PPSDDUCf REVISED eseom *Rh the Merida adding Code Aftwitact 06 • ,mar FX FX Dr...* FX aft4 07 l 12/1B/03 Due 7/14/03 r NO CHANGE TIPS SHEET 14wbc A NO CHANGE DOS SHEET Ceded* Diet 1070 TECHNOLOGY DRIVE NOGOMA FL 34278 P.O. 89X 1829 NOKOMIS, FL 34274 Pc�T Vfcthly Better EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT Sabellibiet sas am.c PW?D1 HALF 9 e/ 12 4269.4 I B .131" DIA. M N. x 2 1/2" NAIL, AT CORNERS AND 5° O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1 1/4" MAX. SHIM CONCRETE ANCHOR (SEE NOTE 1) A 3.5 KSI MIN. CONCRETE '- 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) FLANGED DETAIL E OR 1.5 KSI MIN. CMU NOTES: ® 4( ,2.N, \L 1. FOR CONCRETE APPLICATIONS , USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 13/8" MIN., 5/18" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 314" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. 4f• 2. FOR WOOD APPLICATIONS - , USE #12 OR #14 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 6083 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 1/4" MAX. SHIM SEE NOTE 1 FOR EMBEDMENT WOOD ANCHOR (SEE NOTE 2) A 1 3/8" MIN. Lje EMBEDMENT INTEGRAL FIN DETAIL B I- MAX. 1 SHIM 1 WOOD ANCHOR (SEE NOTE 2) A 1 3/8" MIN. ® EMBEDMENT 2x WOOD BUCK (SEE NOTE 3) I- MAX. 1 SHIM 1 FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) SEE NOTE 1 FOR • ® EMBEDMENT:- . • 1x WOOD BUCK (SEE NOTE 3) Ude a."ms PROI4UCI ettNG6; tit "a cowplyiag with the Florida Biding Code Acceptance No /38-1 I t2.I!i Fapiratian Date 71r1 V.14 By . Dace Weldon ritenucr Room Odin die Se Midis Aulptosee .. &plod=Daoe; i WF 016 Weal* , 1141110 anm49} F.K ,toad*: FK Damn* F.K 4V7 tt.waa B REVISE AND UPDATE ANCHORAGE PER CURRENT FBC 1245/03 7114/03 A OUNCE NOTE }AND FASTEAER SPACING DAede4 DOC 1070 TECHNOLOGY OWE NONONA4, F1.34275 P.O. 80X 1619 NOR MA A FL 34274 P Visibly Better ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT **Walt Sam PIN -701 I NTS Seed 10 d 12 am4aw, 4259 -4 B TABLE 3. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE WIND. 'X' p U a Ill o. zd > WINDOW "Y" DIMENSION 15.0" 20.0° 25.0" 28.5° 30.0" 34.0" 39.5" 45.0° 48.5° 48.0" 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1. 2. 4. 1. 2. 4. . 2. 4. 1. 2. 4. 1. 2. 4. DIM. X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y 49.0° O.C. co co .N- t` m Ps aN- O m Ps .N- cV V. co t3 V. . O m r m m tP3 eN- O <tP3+ < r <Pi < CO eN- g <t3e+. < eN- m m t0 r co CO . m 4- CD m CO ( s <tP+ < m 4 CO <tTi< < N < CO 4- VV 4- CO t�* ve N CO t� e.. r N 0 e<- r m cm P1 4- CO cal N 54.5' 0.C. C.!. 1° O t W O o O to O < N O t0 O 0 O O <O < O <O < O <g < O O i O W < 0 D O to D W O O < <a < O < <m< _ u) O < < O< < L < O < < O< < < O < 2 O ' O 80.0° O.C.N ,- 1` N <° V eN- sr m N m P 44.C4'- '2gN72.5°S'-`e-� O CO O O m m 00 m< CO < m m O) "2 N CO "a°s< m m ri�4"P e".., 0) m m 65.5' O.C. a `�' o ,q t., a Ps o o a o VV T a Ps o v < to a a3 a W a el 0 a <tPi..- o a o atoatoatoco ..- o gt�' 0 co gc�g5,P�3 o) 0.,..‘- to m a o < a <tps- o < aV0.Vta£tt0 5 m< <t� o< <t�1. o< < <5Nt�3, < m a o a P;N o< 71.0' O.C. m < r t0 a1 < 0 to < N ' N" o < Z m t0 "s < W to Pi < t0 <Ps < <Ps 00 < <tor".g?sgit:g m CO (0 m < t0 co tD CO 01 --e- 0) < CD < := 0) <^ < m CO < ,- ^'- m N m t:otPSco�to s- m O < m 78.5" O.C. V Ps O p, a Ps O o a to O N < N a Ps O d. m a a3 0 a t73 O< a <tP1 O< <P3 a O< p. < < Oi CO a ,- tPi'� m o tO a O o to m v W< <Pi a o< d. << m< a O N ,- a N a Z--- W N a e<- W P o `. CA ;Ls csi 52.0' O.C.? O < ti A CO < o 10 < N eN" m < v. m to .- < o m .- < (0 < < < m < .<-0 CO m 7. m " O t<�, 0 0 CO m a c�< m < m es < <o < <tg< < �, CO N < (0 < N �, <t < CO £� a <t�o < CO (0 < < a (4t-4N CO 87.5° O.C. to N ar- r- m C,11 C co N< �V co N a m m C;11 m O O m N <- co O : r wm O m N O m al t0 C't O r. e<- co PS' < o m e- t: tD < m fi co s- O ,- ) .°‘ . m n-5.4- r m 4- o m P te to 4- 93.0" O.C.`' m < N t• to < o co < }.V r to u�3 < eh. O m tt < 0 V. «u� 4 <�s'CO m tD m v)� m m o CO P3m4 m �o� tO O N <u3 e<- m < }�.1 <0 < �V tD s- co c D .,_ <o0' O 96.0' O.C. o LV I, o 0 ea N sr m C11,0) VV 0 " < < N < O tom 0) at o tO LV m o __ cps Lb m n m iV 0 m < a- o n CO m V V 0 V' co < n " e- CO 03 t: CO LV o < O < t<o o r- CO o NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.)'X° AND °Y" DIMENSION FROM TABLE 3 (MIN. 21/8° O.C. CONCRETE SUBSTRATE) MAX. 81/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR "Y" DIM. L �---- "X" DIM. --►1 FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2' FROM ANY CORNER w." odd ar hwnax FX Roes 9F &swat F.K Daft 4/4/07 Oahe bac 714/03 Oatekcat e t NEW SHEET Onclocd ace I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34270 P.O. SQX 1® NOKOMIS, FL 34274 Pc-T Visibly Better ANCHORAGE, WOOD SUBSTRATE ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 1/4° ELCO TAPCON 4.1/4' ELCO SS4 CRETEFLEX 5.5/18' ELCO TAPCON PRODUCT RENEWED as complying with the Florida a.idfica Code Acceptance No 6 .. / I Z• I0 cosomplyingwiebtlie Ruth Diddiog Code Acceptance No J iIJ: .!ZAP,: ALUMINUM PICTURE WINDOW, IMPACT sa.taot. FW-701 NTS 111 a 12 I 4259 -3 B //‘ Robot L tiad!. P.E PE !39712 Stuab al TABLE 4. ANCHOR ON -CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE ANCHOR TYPES: WIND. 'X' cc = a < a WINDOW "Y' DIMENSION 1.#12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3.114 "ELCO SS4 C 4 114° ELCO SS4 GR ETEFLEX 5.5116 °ELCOTAPCON 15 0" 20.0" 25.0' 28.5" 30.0" 34.0" 39.5" 45.0' 48.5' 48.0° 3.,4.,5 3.,4.,5 3. 4.,5. 3. 4.5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. DIM. X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y 49.0' O.C. m PS N N < n, m o jNma < m < w amaa < CO < CO r w w CO w a < w m "� m ,N.., a mmmmmcbmam h n l<�* w N itl w Pi 1<� w n n < °D O� <- QD r� < 'ro6OmNQD r n to or PI : c3 �V m r am s` c� Cal m f73 r 54.5° O.G. m 17 o N ,-2S n m o o CO n o N <0 m m o N ,- N m n o a. m CO as o a m N m a,as m o w N <- m 0 Yps m O - N m m 5 w o m 5 at m 0- o m w m 1„ a to m 1 0 0 - m n O - m <n ,� co m m 1i- 0 N a- m en o N .- m ? n a <ulN n m 0 m n O est 60.0" O.G. N N ,. n N O CO w VV m v_ N < N m to w a < m ` a < m m to w w r w m e- , N- <- m CO dt w s CO 5 w •m N 5 w CO h m a < at m i[3 Co a- r .- m t . at m n m m w N `- r 'N N < t- m 010 n a < n m w N 85.5" O.C. a �' a N .- 1., a cS+ a o a Ps o o m a o N •= N :t.' m co a "� o .= m m a1 CO w "1' eA 0 w m n< < st PI 0 < a $3 0<< < m m CO e3 0 m pi CO a PS 0 m w m 1 CO a eTi 0< < a ci o< < m 1 0, a c� 00'0 N < a r� N < m - a a chi 0 v 71.0" O.C. m < eN- N m as < 0 m' N. w m< CO < m r; m a m m` m .- < m m fi m w m g < 0 m ti- m m < - m as < r co ''7' n m 5 w to n °� CD 5 CO m CO g w m' ai CO m m fi= w g: < m 5 m m 'n m m n- w m `'3'< < N = CO a- m n n w N m 0 s- N lRODUCT p.BRe.etEp raemapiyfag with ac N Wee Cade AaeaptmnNo4e-1112• ID E�hadmDate 2 ly 76.5" O.C. at o N n a o o a Ps o N ', m a a3 N '- CV a < a < a c� 0 a < co m w a Ps o w m :