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WS-10-2211Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 157475 Permit Number: WS -12 -10 -2211 Scheduled Inspection Date: March 25, 2013 Inspector: Bruhn, Norman Owner: CONDO, SHORES PLAZA EAST Job Address: 755 NE 91 Street BLDG F Miami Shores, FL 33138 -0000 Project: <NONE> Contractor: THE COMPANIES OF R&S INC Permit Type: Windows/Shutters Inspection Type: Window Door Attachment Work Classification: Window /Door Replacement Phone Number Parcel Number 113206044001 Phone: 305 - 256 -6666 Building Department Comments 26 WINDOWS /1 DOOR AS PER LETTER SENT FROM CONDO, OK TO APPROVE 180 DAYS EXTENSION 9/2/11 EXTENSION TIL 07/31/2012 03/01/2013 - PERMIT RENEWAL PER B.O. NORMAN BRUHN. NEW EXPIRATION DATE APRIL 4, 2013. 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- 157409. CREATED AS REINSPECTION FOR INSP- 154266. Entry door must not need special knowledge. two locks are not allowed. NB March 22, 2013 For Inspections please call: (305)762 -4949 Page 4 of 48 111111111111111111111111111111111111111111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME. OF FIRST INSPECTION PERMIT NO. TAX FOUO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal descrl • ' k . f property and stree d 5 E CFN 2O 1 3RO 17P 2630 OR Bk 28516 Ps 0276; (1m1s ) RECORDED 03/05/2013 13 :34 :43 HARVEY RUVIHr CLERK OF COURT (MIAMI —DADE COUNTYr FLORIDA LAST PAGE 2. Description of improvement: 3.Owner(s) name and address: `s' S • ` .r "''E` -7,45- 1 S M . ' , 3.3 59 Interest in property: Name and address of fee simple titleholder: 51-Vt", a 4. Contractor's name, address and phone number t - - S (t∎ .., 8 -11 S nth \ Q5 Aes -> t- 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number Amount of bond $ 8. 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 C. > MENCING .4 c Si natures) of r/Director/Partner/P f r Prepared ay_ Prepared Print Name . C'ti-ic S Print Nana , ';r .�.a .� „rt� Title /Office U iC P i t 46- r , S Q Title /Offic , '7M/ � STATE OF FLORIDA P f . F.,- COUNTY OF AMI -DADS 4iAR RUVINCLERK�!'. The forg in m = "� men «? xi,IMed before me this day o' BY ❑ Individuafly, or ❑ as for Personally known, or ❑ produced the following type of identiflcatf Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525-FLORIDA STATUTES Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. OR RECORDING YOUR NOTICE OF COMMENCEMENT. ' .4..: r ia� �tt Qfl�. "Jrl A rk! f�i>Ml o ff' /1111116( Witr�°*f�lr... -..- ,...ter.., ._ Signature(s) of Owner(sl r�., 0 men By < -- c A My Comm. Expires ep 23, 2015 `��1E.- -3 _'�Oej� Commission # EE 128810 iqr .► p. ' Pi''''' Bonded Through National Notary Assn. ed Officer/Director/Partner/Manager who signed above: . By rao� -sz s sno -3to r.s--`31a elkZo \.•-ii~ ! F tCtiJro fy e{ 1oflc00 v e. e t Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 155 N rL 1 FBC20(O Permit No. Master Permit No. WS 1 v 294 k ROOFING City: Miami Shores County: Folio/Parcel #: Is the Building Historically Designated: Yes NO Miami Dade Zip: Flood Zone: OWNER: Name (Fee Simple Titleholder): Si-' .k ak-g -e LA-2itt r•C:Alr1 Cs3 r-1 �® Phone #: '`)S. P, d( Address: 7q5- f\1 1 ( S `Yl1,c -r City: M \ •.\ S+4 6 aM State: aAo)c Zip: 331 3& Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 11.-\+---- (ke `�� 6 o Phone #: 36'�� Z"CCQ — (? C* 6 �t Address: S 7th S 1 2`'i -/ f City: M ∎ A,r-`k State: -F-0 (42Als Zip: 3 3 \ '7 ( Qualifier Name: - T. Phone #: State Certification or Registration #: C d\ G Ou4 7 S Certificate of Competency #: Contact Phone #: Email Address: Phone #: 72)(Q J 6-'41 - "I.° DESIGNER: Architect/Engineer: Value of Work for this Permit: $ UC J Type of Work: ❑Addition Description of Work: UAlteration Square/Linear Footage of Work: UNew ORepair/Replace ODemolition car Color thru tile: r Submittal Fee $ Permit Fee $ 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 afier 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. Si Owner or Agent The foregoing instrument was acknowledged before me this 13 day of ' t3 2013 , by CA' . TALAW.4j/S. who i . ersonally known tom e or who has produced As identification and who did an oath. ,\` sttd 1 Su ttti�i /''','. � a`� • NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY 4 o 17 Sa. ,,t►t►tttllo T Contract g instrument was acknowledged before me this day of �iovt) 220 by J7 who i me or who has produced as identification and who did take an oath. 21"-/-7 Plans Examiner Structural Review NOTARY PUBLIC: Sign: Print: My Commission Expires: (Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06 /10 /2009)(Revised 3 /15 /09)(Revised 7/10/2007) Ai /VV2-'3li EXPIRES: s .mtAry i0, 2017 Bode:Thu Budtpli trotmySe*es Zoning Clerk MIAMI•GADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURC BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors, I 10100 N. W. 25th Street Miami, FI. 33172 I FEB 13 2013 SCOPE: This NOA is being issued un_s +. ` 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 AM 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 A 1(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 -1& E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.sov /economy 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. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12- 0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 E -1 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 lc kr1 KaL haq Chanda, P.E. Product Control Examiner NOA No 12- 0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 TYPICAL ELEVATIC \S 6 7/8" 120 -3/4" MAX. FRAME HEIGHT NOM. PANEL HEIGHT OUTSWING 38 -9/16° FRAME WIDTH ED.L OPG. WI D.L OPG. d WIDTH H3o OUT MY D.L. OPG. 12 -7/8' WIDTH � DTH Yi / / / / / / / / / / / /. / // `` / r i ACTIVE \ 6 7/8° G 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. 74 -1/2" FRAME WIDTH 11 1/4" DOOR /SIDELITE PANEL WIDTH D.L OPG. 2/0 MY D.L. OPG. 12 -7/8' WIDTH � DTH 3/0 35 -3/4' 24 7/8' / // / i \ r• ! / / / \ .. 74 -1/2" FRAME WIDTH 11 1/4" DOOR /SIDELITE PANEL WIDTH D.L OPG. 2/0 MY D.L. OPG. 12 -7/8' WIDTH � DTH 3/0 35 -3/4' 24 7/8' / // / 30 -7/8" 8/6 r• ! / / / \ .. 94 -1/2' 9/6 .,, __© . . . , . ``` ■ 100 -1/2" 10/0 / / // / / / / ACTIVE y/ \ ` `\`� INACTIVE 6 7/8" FRAME HEIGHT SS1 MULTIPLE SIDELITES AVAILABLE (SEE SHEET 6 NOMINAL PANEL WIDTH DOOR /SIDELITE PANEL WIDTH l 2/0 u 12 -7/8' 2/6 � �\ `i /Y '/ 3/0 35 -3/4' 24 7/8' / // / 30 -7/8" 8/6 / 88 -1/2' 9/0 106 -7/8' 94 -1/2' 9/6 112 -7/8' 100 -1/2" 10/0 /// / / / / 106 -1/2" / / y/ \ ` `\`� .` 3 i / / .// / 1 INACTIVE ACTIVE 1 MULTIPLE SIDELITES AVAILABLE (SEE SHEET 6 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 glity HINGES SEE SHEET 1.1 4 / // r'ii / / / /. N. s. N `N — —� /. / /% — 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" Engr: JAVAD AHMAD . CIVIL • FLA. PF 70592 C.A.N. 3538 e 2012 revisions: E 10.16.06 F 07.10.09 H 10.25.11 I 04.23.12 .1 06.29.12 11 :1 wig tise Fib Code Ateara-l.Pie 1z-c) t 6.63 ilipiradoe I, jltedm9j zo /6 1 _ 444.1" -- LEGEND —0 — OUTSWING DOOR DETAIL — ITEM DESCRIPTION (see sheet 2 of 7) REV. PER BCCO COMMENTS UPDATED FOR 2007 FBC REV. PER BNC COMMENTS REV. PER PERA COMMENTS NO CHANGE THIS SHEET DWG. NO.: W98 -01 • CG\ WINDOWS 8e DOORS 10100 northwest 25 street migmi, florid° 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 1 of 7 TYPICAL EL- VAT10 \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" • CGI 3 POINT LOCK 12 10A : COPPER CREEK W/ CGI 3 POINT 10AA : BALDWIN W/ CGI 3 POINT 10B : REGENT COMMERCIAL. 3 POINT 10C : BALDWIN SINGLE POINT LOCK 10CC : COPPER CREEK SINGLE POINT LOCK 10D : DOR -0 -MATIC SERIES 1690 10E : JACKSON SERIES 2085/2065 10F : SURFACE MOUNTED LOCK en ig // ,/ / / t A. / / 0 0 ACTIVE INACTIVE 4 4 12 RESIDENTIAL HARDWARE REGENT COMMERCIAL 3 POINT LOCK 10A 1OAA 10B 10C & IOCC 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 W/ CGI 3 POINT 10B : REGENT COMMERCIAL. 3 POINT 10C : BALDWIN SINGLE POINT LOCK 10CC : COPPER CREEK SINGLE POINT LOCK 10D : DOR -0 -MATIC SERIES 1690 10E : JACKSON SERIES 2085/2065 10F : SURFACE MOUNTED LOCK en ig // ,/ / / t A. / / 0 0 ACTIVE INACTIVE 4 4 12 RESIDENTIAL HARDWARE REGENT COMMERCIAL 3 POINT LOCK COMMERCIAL HARDWARE HINGE LOCATIONS MAX. DOOR HEIGHT NO. READ. MAX. SPACING / ./ / / / / ' I 1 1 �� I 44 1/2' \\ \ \\ \ \ \\ I . / \ \\ 10B ,I i - / / / i co \ \ \\ \ \\ \ INACTIVE ACTIVE COMMERCIAL HARDWARE HINGE LOCATIONS MAX. DOOR HEIGHT NO. READ. MAX. SPACING UPT❑ 90 -3/4' 3 35 1/2' ABOVE 90 -3/4' UPT❑ 120' 4 44 1/2' DOORS WITH 3 HINGES LIMITED TO 100 PSF HARDWARE DESCRIPTION 5:1E0114P Ogligs 612a 14 4 FIXED FIXED CGI DOORS (SEE SHEET 1) / II / u / / / / / / / / /. // D \ II \\ II \ II 8110.11410", IREViroEia Engr: JAVAD AHMAD CML FLA. PE # 70592 CAN. 3538 LEGEND -0 - OUTSWING DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) DWG. NO.: W98 --01 • EEL WINDOWS ac DOORS 10100 northwest 25 street miomi, fiorida 33172 product : Series 450 Outswing Doors & Sidelites dote : 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 SIUCONE 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 GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS BULB VINYL CGI -382 1/8° OR 1/4" TEMP. GLASS AIR SPACE 3/16" ANN. GLASS .075" INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090° SENTRYGLAS INTERLAYER BY 'DUPONT' 3/16" ANN. GLASS GLASS TYPE 'Al 1" OVERALL INSUL. LAM. GLASS SILICONE GE -1200 DOW 995 DOW 899 SIUCONE 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 CD SILICONE GE -1200 DOW 995 DOW 899 GLASS TYPE '8' 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 MG BY 'SOLUTIA' 3/16" HEAT STREN'D GLASS LASS TYPE 'B1' 1" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS SILICONE GE -1200 DOW 995 DOW 899 .090 ALUMINUM SHEET 1/4° PLYWOOD .090 ALUMINUM SHEET SILICONE GE -1200 DOW 995 DOW 899 7/16" OVERALL COMPOSITE PANEL BULB VINYL CGI -382 .090 ALUMINUM SHEET 3/4" PLYW000 090 ALUMINUM SHEET CL SIUCONE GE -1200 DOW 995 1" DOW 899 1 OVERALL COMPOSITE PANEL 01 bog IN! N N g Engr. JAVAD AHMAD CML FLA. PE # 70592 C.A.N. 3538 GLAZING STOP OPTIONS CGI -375 65 s; 416.1x440 M4 Mripb4fft with the Fbridi aifteode RM. f�3 CGI -504 -�I j .67E rs- co N ,742 CGI -519 --d co .080 co .744 CGI -515 DOORS AND SIDELTTES CAN BE GLAZED USING SQUARE OR OGEE GLAZING BEADS /ADAPTERS DWG. NO.: W98 -01 • EL WiNiDOWS 8c DOORS 10100 northwest 25 street miomi, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.2 of 7 84" (TESTED SIZE 74 1/2" (TESTED SIZE) 4 1/4° 3" 24" FRAME WIDTH 6" 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 1 OAA 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. Engr. JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 538 = / / / ACTIVE s -0 -, ragYrith the Apilboinve %2,0 06 0,3 is 10M N iQ DWG. NO.: W98 --01 • EI WINDOWS »Se DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors Sc Sidelites dote : 10 -20 -97 sheet 1.3 of 7 r-. hI I 24 3/4" / i II — 32 1/8" / a \ DLO. ///' / 12 O /- \ \ PANEL HEIGHT 12" MAX. -�/ _............ s.\\\ 1 32 1/8" 1D / o0 n rn 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 1 OAA 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. Engr. JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 538 = / / / ACTIVE s -0 -, ragYrith the Apilboinve %2,0 06 0,3 is 10M N iQ DWG. NO.: W98 --01 • EI WINDOWS »Se DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors Sc Sidelites dote : 10 -20 -97 sheet 1.3 of 7 74 1/2" (TESTED SIZE) 4 1/4" 3" 24" MAX. olo FRAME WIDTH 6" 3" 24" MAX. 4 1/4° 4 1/4" OD in elk 35 -1/2" MAX. PANEL WIDTH 6" p 24° 7 1/4° DOORS LOAD CAPACITY - PSF FRAME HEIGHT U EXT.( +) INT.( -) H k'4 to sl H 74-1/2" 70.0 \ / 84-1/2" _ / / / / % / ,/ '71 10D OR 10E \ \ / / \ CONCEALED VERTICAL ROD \ \ \ PANEL HEIGHT 12" MAX. _ C_�al L H Ic71 H /. // ,/ rc' ,r �-`r / / / / / ACTIVE ACTIVE OD in elk 35 -1/2" MAX. PANEL WIDTH 6" p 24° 7 1/4° 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. QUALIFIED WITH ALL GLASS TYPES SHOWN ON SHEET 1.2 LOCK OPTIONS' 100 I AND 10E CVR PANIC HARDWARE to APPROVED PANIC HARDWARE FOR DOORS DOR —O —MATIC SERIES 1690 TOUCHBAR EXIT DEVICE JACKSON SERIES 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE r' N ti se $5 ifl Engr: JAVAD AHMAO CIVIL FLA. PE # 70592 C.A.N. 3538 UN 2 0 2012 c iRCK1 Yi s n cr� • ,3 DWG. NO.: W98 -01 • EI WINDOWS 8c DOORS 10100 northwest 25 street miami, florido 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.4 of CONCEALED VERTICAL ROD / / / PANEL HEIGHT I I J /. i r--1 - r'1 71 IC 7'1 U -� H 14 If 1R OR \ 10E \ ACTIVE CVR PANIC HARDWARE to APPROVED PANIC HARDWARE FOR DOORS DOR —O —MATIC SERIES 1690 TOUCHBAR EXIT DEVICE JACKSON SERIES 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE r' N ti se $5 ifl Engr: JAVAD AHMAO CIVIL FLA. PE # 70592 C.A.N. 3538 UN 2 0 2012 c iRCK1 Yi s n cr� • ,3 DWG. NO.: W98 -01 • EI WINDOWS 8c DOORS 10100 northwest 25 street miami, florido 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.4 of BILL OF MATERIALS ITEM DESCRIPTION 1 2A 2B 2C 3 4 5 6 7 8 9 F10 #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" Q.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 3/40 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. B REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. C SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SERIES 8200. CC SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK SERIES 082410. D , DOR -0 —MATIC SERIES 1690 TOUCHBAR PANIC EXIT DEVICE WITH CONCEALED VERTICAL ROD SEE SHEET 1.4. E JACKSON 20 SERIES PANIC EXIT WITH 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE SEE SHEET 1.4. F CGI CUSTOM SURFACE MOUNTED SLIDE BOLTS WITH CGI END BOLTS AT ACTIVE LEAF (AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 DEAD BOLT. 10A 10 10 1O 10 10 1Q 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. OliMg! Eggng Ogi0 '2 W W U' S - p Engr: JAVAD L AHMAD CIVI FLA PE 717592 C.A.N. J538 rOY#A(T maw fMl��wi� the ice► h. «i..- D.b?j DWG. NO.: W98 -01 • EL WINDOWS ac DOORS 10100 northwest 25 street miomi, tiorido 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 .125 CGI -503 NARROW SIDELITE STILE i 1.918 CGI -502 JAMB /LOCK /SIDELITE STILE 656 CGI — 505 ASTRAGAL 075 CGI -500A TOP RAIL 4.522 CG —510 SIDELITE MULLION .465 .075 no-1.063 CGI -508 FRAME COVER 1.644 --•� CGI -501 BOTTOM RAIL CGI -540 4 4.000 SADDLE THRESHOLDS r---1.844� 3.277 CGI -514 HORIZONTAL MUNTIN CGI -375 CGI -396 Engr: ,,AVAD AMMO CIVIL FLA. PE # 70592 C.A.N. 3538 *FT REVISSO igiemoiliths with the Hold& firrme NS CGI -504 .672 co -� .742 CGI -519 .080 -.080 CGI -515 DWG. NO.: W98 -01 • cm' WINDOWS ac DOORS 10100 northwest 25 street miami, florido 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 2.1 of 7 Bol t Assembly 1/2" Bolt Housing #1O x 3/4" PH SMS Linkage Assy. Rod Keyed Cylinder / Deadbol Assy. Connection Wheel TOP SECTION SHOWN (BOTTOM SIMILAR) CGI CUSTOM 3 —POINT LOCK Flushbolt Tip Flushbolt Activator TOP SECTION SHOWN (BOTTOM SIMILAR) 12 0_5L5 u #1O x 3/4" PH SMS 8 x 1/2" PH MS Flushbolts (Inactive Panel) t /2° P5 Bolt Tip Iw 1 Threaded Rod Keyed Cylinder Deadbolt Assembly Actuator Arm 0 #10 x 3/4" PH SMS REGENT 3 POINT COMMERCIAL LOCK Actuator Arm t /2° Bolt Housing Bolt Tip TOP SEC11ON SHOWN (BOTTOM SIMILAR) #10 x 3/4" PH SMS #10 x 3/4" FH SMS SURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT Engr: JAVAD 'AtiMAQ ann g • FLA. PE # 70592 CAN. 5.5 g$ * Phi od - �2 •es 3 Surface Mounted Activator 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 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° —Th Engr. JAVAD AHMAD CMS: ' FLA. PE 70592 CAN. 538 #10 x 1/4" FH MS #10 x 1/4" FH MS '! y #8 x 3/4" FH SMS Strike Plate 1/2° Jackson 20861 Top Guide w /trip release Top Bolt Bottom Bolt Bolt Guide #10 x 1/2" FH MS #10 x 1/2" FH MS Vic' =vii =Ili% et a .> /2 -a 7or• 3 DWG. NO.: W98 -01 olooblitvatit // /V/A rak WINDOWS ac DOORS 10100 northwest 25 street miomi, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 2.3 of 7 1X4 PT WOOD SEE NOTE BELOW FRAME HEIGHT SEALANT 1/4" DIA. ULTRACON @ 6" FROM ENDS AND 24" 0.C. (INTERMEDIATE/ ANC (SEE HEET 3 KS] CONQ / RS) 0 w 1-- X W .125 O 0 N 0 1/4" DIA. ULTRACON� SEE SHEET 7 vii'' A 4 ` WW1 OPTIONAL INSTALLATION t j TO 2X4 PT WOOD 2X4 PT WOOD SEE NOTE BELC W o IN 9 1001 IN SEE SHEETS 2.2 & 2.3 FOR BOLT ENGAGEMENT TYPICAL 2A TYPICAL OPTIONAL SQUARE GLAZING (SEE SHEET 1.2) TYPICAL #12 SCREWS 3/ END 1/4" DIA. ULTRACON 6" FROM ENDS AND 24" 0.C. (INTERMEDIATE ANCHORS) TYPICAL JAMB ANCHORS 1/4" DIA. ULTRACON 6" FROM ENDS AND 19 -3/8" 0.C. FOR LOADS UPTO 70 PSF • 14 -1/2" O.C. FOR LOADS UPTO 110 PSF 12" 0.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 {4- -1.250 2X4 PT WOOD OPTIONAL INSTALLATION INTO 2X4 PT WOOD .150 EXTERIOR 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 SPACS 1 WITHOUT VARIATION IN CAPACITY. PEI- x INTERIOR 502 FRAME WIDTH 1.250 505 ACTIVE .675 LI- Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 13 ASTRAGAL REQD. FOR WATER RESISTANT DOORS ONLY i 505 EXTERIOR 1— A ---•\ I 502 03 INACTIVE OR 16 Ci ininKT REVISER the /2-4706.4,3 insagemtionts ! //9/ //t OUT SWING DOOR LOCK OPTIONS SEE SHEET 1.1 DWG. NO.: W98 -01 • EI WINDOWS 8c DOORS 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 3 of 7 THIS SILL IS NOT RATED FOR WATER ADA SADDLE EXTERIOR SWEEP --� .500 502 NULLION #1 2.878 b - 1250 nL DOOR PANEL WIDTH DOOR FRAME WIDTH 502 SMALL SIDELITE STILE (EXT. 503) AT SIDELITES 1' -6" WIDE OR SMALLER. 6 1.918 .125 4.812 EXTERIOR @ SEALANT 502 SIDEUTE PANEL WIDTH 1X4 PT WOOD SEE NOTE SHEET 3 511 SIDELITE FRAME WIDTH 1.844 .125 4" WIDE SADDLE THRESHOLD 540 THIS SILL IS NOT RATED FOR WATER RESIDENTIAL SADDLE 1 /4" DIA. ULTRACON Cc? 6" FROM ENDS & 24" 0.C. • 3 SI CONCRETE SIDELITE FRAME WIDTH Wig! :11::! °o 2 o ww.wz_ REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS 1/4" Engr: JAVAD AHMAD CIVIL FLA. PE # 70532 C.A.M. 3538 JUN 2 9 2012 aligfaigirliEVIVRD SHIM 1/4" DIA. ULTRACON C� 6" FROM ENDS & 19 -3/8" 0.C. AT INTERMEDIATE ANCHORS SEE SHEET 6 DWG. NO.: W98 -01 MIL WINDOWS (Sc DOORS 10100 northwest 25 street miomi, florid° 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 4 of MULLION TYPE 1 WIDE STILE -WIDE STIR 502 511 502 4.812 *.mr_ - t- 4.8L 12 .675 SEALANT EXTERIOR SIDELITE PANEL WIDTH MULLION TYPE 2 WIDE STILE - NARROW STILE 502 1.918 EXTERIOR SIDELITE PANEL WIDTH MULLION TYPE 3 NARROW STILE - NARROW STILE SIDELITE PANEL WIDTH 1.918 1 SIDELITE PANEL WIDTH PANEL WIDTH PANEL WIDTK PANEL WIDTH PANEL WIDTH WIDTH (W) - DOOR PANEL + FIXED PANEL 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS 111 8110 MOO g W 4. t7 2 - MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 3 �i / / i / / ii \. \ \ • \ \ \. ii �) / / ii EXT.( +) Na EXT.( +) INT.( -) PANEL WIDTH PANEL WIDTK PANEL WIDTH PANEL WIDTH WIDTH (W) - DOOR PANEL + FIXED PANEL 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS 111 8110 MOO g W 4. t7 2 - 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 3/0 100.0 110.0 100.0 110.0 100.0 110.0 9/0 100.0 110.0 100.0 104.1 - - 98.1 98.1 70.0 70.0 - - 82.9 82.9 - - - - 1/8 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 10J0 70.0 70.0 70.0 70.0 - - 70.0 70.0 - - - - 59.9 59.9 - - - - Engr. JAVAD AHMAD CML FLA: PE # 70592 C.A.N. 53$-. 292012 MOM= POISED with the me Mlifieftwe No ‘s= fi iry 1177 3 DWG. NO.: W98 --01 • EL WINDOWS 8c DOORS 10100 northwest 25 street miomi, fiorida 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' 7/18" COMPOSITE PANELS 1" COMPOSITE PANELS GLASS TYPE 'Al' GLASS TYPES 'B' & 'BI` NOM. PANEL WIDTH NOM. PANEL HEIGHT EXT. (+) INT. C -) EXT. CO INT. C -) EXT. C +) 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 * 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 NI 70.0 * - - 100.0 110.0 70.0 IN 70.0 * - - 70.0 70.0 70.0 IN 70.0 * - - 2/0 2/6 3/0 9/0 100.0 110.0 70.0 * 70.0 * - - 100.0 110.0 70.0 * 70.0 * - - 100.0 110.0 70.0 IN 70.0 * - - 2/0 2/6 3/0 9/6 70.0 70.0 70.0 * 70.0 IN - - 70.0 70.0 70.0 * 70.0 IN - - 70.0 70.0 70.0 * 70.0 of - - 2/0 2/6 3/0 10 /0 70.0 70.0 70.0 * 70.0 * - - 70.0 70.0 70.0 * 70.0 IN - - 70.0 70.0 70.0 * 70.0 IN - - LOADS OWN • * ARE FOR DOORS USING THRESHOLDS () IN ANY CONDITION AND & ® WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPLICABLE. * GLASS LIMITED TO 8/0 DAYLITE OPENING. PANEL SIZES ABOVE 8/0 REQUIRE TRUE MUNTIN 0 w k O 507 C 4.\ 4 ; OUTSWING \4\4\; OUTSWING (SADDLE) RESIDENTIAL (SADDLE) a 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 MULUON 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: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 MittWiraiMlint =reit* Malik 2-671> ingiorolsoi Auk C r F 2 N O 0 s v � e~i o' ci R 8 81 4 E Q W • u LL y U CO rn 8 WINDOWS & C7 U FAX. (305) 593 -6592 U) 0 c N 0 1 0 0 0 d 0 a 0 co dote: 01 -02 -98 drawing no. W98 -01 (sheet 6 of 7 DOOR HEIGHT 6" 24" MAX. � is / / / / / / / / / /• ♦ -J -3a 0 co ci - M 8 PANEL WIDTH SINGLE DOOR OR SIDELITE, 6° -MULLION ANCHORS AT SIDELITE MTG. STILE ANCHORS 3" MIN. TYP. 6" 24" \ 1.1 ANCHOR SPACING to 1 'r'1' --1 DOOR HEIGHT MTG. STILE ANCHORS 1111111! MAX. / / / / / / / / (II 1 1 1 PANEL WIDTH 3" MIN. TYP. PANEL WIDTH DOUBLE DOOR ANCHOR SPACING �J ( 1 1 111 1 (I 111, ) 1 CLUSTER OF ANCHORS 3, 4, 5 OR 6 (3) 2 AT SIDELITE 1 AT DOOR (5) 3 AT SIDELITE 2 AT DOOR SEE CHART FOR CAPACITY DOOR HEIGHT 7 PANEL I (I1111 I; IDTH 1 t 1 I` PANEL WIDTH II I PANEL WIDTH 1 1 PANEL WIDTH MULLION ANCHORS AT SIDELITES MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL DIMS. DESIGN LOAD CAPACTY -PSF /:.■ DESIGN LOAD CAPACTY-PSF TYPE 'B' TYPE 'C' NOMINAL \•_. _•, PANEL WIDTH PANEL HEIGHT PANEL WIDTH PANEL HEIGHT /' / / / CLUSTER OF 4 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 / / 100.3 110.0 110.0 110.0 \ 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 S- 90.7 110.0 /; 110.0 / 93.9 j, \ 110.0 110.0 58.6 /. / 110.0 \ 110.0 / 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 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 DOOR HEIGHT 7 PANEL I (I1111 I; IDTH 1 t 1 I` PANEL WIDTH II I PANEL WIDTH 1 1 PANEL WIDTH MULLION ANCHORS AT SIDELITES MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL DIMS. DESIGN LOAD CAPACTY -PSF DIMS. DESIGN LOAD CAPACTY-PSF TYPE 'B' TYPE 'C' NOMINAL TYPE 'H' & TYPE 'C' AT MI SILL TYPE 'C' AT S -0 & SS2 SILL PANEL WIDTH PANEL HEIGHT PANEL WIDTH PANEL HEIGHT CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 9 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 96.5 110.0 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 70.7 94.2 110.0 110.0 110.0 54.2 72.3 108.4 93.7 110.0 56.5 75.4 110.0 106.1 110.0 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 KS1) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE -AT HEAD 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT 6" FROM CORNERS MAX. SPACING 24" O.C. AT HEAD & SILL. .EDGE DISTANCE$ INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. 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 DISTANCE INTO CONCRETE = 2 -1/2" MIN. CONCRETE f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK f'm = 2000 PS! MIN. J -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. Engr: JAVA!) AHMAD CML FLA. PE # 70592 C.A.N. 3558 riwavar ammo :wawa Ike Raft Ileiraih Oft e 7:4 °x'03 O 0 0 n u a a 1 w 0 a a 0 • _ 0 1 a u z o go a `" iz a a o5 o O ei o a<o o.ve- 1-.\ w T t~f) N Z N 1` . M O- 0 0 w 0 in 0, c ) drawing no. W98 -01 sheet 7 of 7 HEAD CORNER DETAIL CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SILPRUF. PANEL CORNER DETAIL #12 SCREWS 2/ END EXTERIOR ($S2) RESIDENTIAL SADDLE SILL CORNER CONSTRUCTION INTERIOR EXTERIOR #12 SCREWS 3/ END (SO) STD. SILL CORNER DETAIL INTERIOR *II the l aCiode AleapPeem Pie /2 o7o •03 >r.. ear.- tk12o /l 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 0 MULLION Engr: JAVAD AMMAD FLA. PE # 708 592 C.A.N. 83 ‘Z1 9� 2012 U 0 d a 8 c s N C 0 c e 0 b M 1 1 1 .o -. O 0 a 0 L. x CO 0 drawing no. W98 -01 sheet 7.1of 7 MIAM COUNT 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., beating the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No. 07-0629.10 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 CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 's 4"1 1. 044 viola. Ishaq 1. 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) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.4029 CONSISTING OF (1) LITE OF 1/8° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.4651 CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3116" HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.4859 CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIK = EPSAFE MAXIMUM PLUS (1) LITE OF 3118" 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 XX XO.OX. XXO, OXX, 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. EXTERIOR ® 111;.111 EXT. -1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS Pam 1 Bit Bair 1/2"GLAISSDTI — ►.402 I+® 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 A INT. - 3116° HEAT STRENGTHEND GLASS EXTERIOR 1/2° GLASS BITE A EXT. - 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM .465 --- A 7116" 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 LIST 8 EXTRUSIONS 6, 7 ANCHORAGE 8-10 Florida Approved esmm Il with the Dace GrAafti !S 7007 ROAR C17— 4 42.4`. U Miami Dade Product Centre! Mal I • L ka tt N�c • RsiArtsle Most BA Ds* rwaaoax FJC &1242 8 SCARFYEX7: 0FSAM OVERALL THEYQ SAND CEASEB77E aw.aer. ure RwYbs ADD CEASE; BlTERMK TD MAINS DETAILS, ADD GLASS tea REVISE FJC &14V7 A AWE 1. GASS T.&AODNOTE& FJC aft t>m 6111/07 1O70 TECHNOLOOY WINE NW10AW, FL81276 P.a SOX 1ffi0 WOWS FL 84274 Yislbl� Better NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT BolooNale FOWL 1x 111.1 d 10 11005-1 Row B Roimlt L Clerk, P.E. PE #38712 TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: X, )0(, 0, OX, XO, OXO, XXO, 0)0( & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT D0OR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8 °- 953/4" 3° 3712"160 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 O MADTH 27 3/4" 361/8" 36 3/4" O WIDTH 36 3/4" SINGLE SIDE UTES WMTH GLASS TYPE A +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 SINGLE SIDE UTES WITH GLASS TYPES B, C OR D +75.0 -75.0 +75.0 -75.0 +75.0 -75.01 +75.0 -75.01+75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY ® APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX & 0X00 (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7°- 833/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 25 1/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 2912" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 2 311/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 3312" 54 63 3/4" +43.1 -43.1 +43.1 43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 3512" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE Aft O WIDTH GLASS TYPES A, B, C OR D 103/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.8 -42.6 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +352 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: . GLASS TYPES: A. 318° LAMI (118" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16° HS) C. 7/18" LAMI (3/16" A, .090 PVB, 3116" HS) D. 7/18" LAMI (3/16" HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/X0 WIDTH = 731/2° MAX. OXO WIDTH = 1091/2" MAX. XXO/OX( 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 IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. ®5. 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 / -87.6 PSF �8. EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 361/ " SIDE LITES DESIGN PRESSURE = +70.41 -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30° WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26° SIDE LITES DESIGN PRESSURE = +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 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 with tM IMe ,G> ROAN erfr - " •. Miami Dade product Control R lsk s FX. FX FJC dram ReAskos Dee 8/407 bar P A REVS TABLE OESGNPRE8OM8AADOLAR2tEDNON.REBF. VERSON COMTEOAPSTYPE.48MA EOM INTO NOM ADO AMES6Aft REVISE PANE I, 2 83 ADD NOTATIONS TO MALE tANOZ REDUCE MIX 80E LESION PRESSUREA DNOWT.ALL OPPFOR TA%E2 e vo7 tom 76gOMOLOOYOIWE ?Kc*& 9.34276 P.O. BOOM NOKOMIS FL 34274 GT Vtdbly 9etar DESIGN PRESSURES ref" ALUM. FRENCH DOOR & SIDE LITES, IMPACT thAselbse Fmos aft ame Ix I 2 + 10 Ib11006.1 B 731/2° MAX. 1 3/4" MAX. SEE NOTE 40X OR XO 363/4" � 1091/2" MAX. SEE NOTE 3 y� 36 314° MAX. MAX. # �E O IM \ E / Er X ►t / E{ ;C !NAM-. i O E� \ �IE 1 1 O SEE NOTE 4 71 3/4" MAX. 24 9/16" MAX. DLO (TYP) OXO `SEE NOTE 4 X XX NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. a FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 7C AND 7OC DOORS BY 3/4' WHEN ASSEMBLED TO MAKE 'XO','OX,'OXO''XXO','OXX AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 6. CLEAR OPENING FOR 7C AND 70C DOORS AS FOLLOWS: ('X DOORS = WIDTH - 5.848) (7O0 DOOR = DOOR WIDTHr2 - 4.079) 143 314° MAX. 3/4° SEE NOTE 3 MAX_ 38 3/4" 1 MAX. SEE NOTE 4 G G SEE NOTE 4 14 X. .) DOOR DLO HEIGHT = HEIGHT -11 38" DLO WIDTH 'X' = DOOR WIDTH - 1215/16" DLO WIDTH 70C' = DOOR WIDTH/2 -11 5/16° SIDE LITE DLO HEIGHT = HEIGHT -11 3/8° DLO WIDTH = WIDTH -318' .,t,yi„ witb the fln au:unoe t;aCc Late OCT. .]:?'0�2-C-_D. fiiink —_.d tl laseadar Nis RerfOrare F.K racariBT FJC Dirac 8N817 paha 6/14/07 Ott flotsam 8 CORRECT VERTICALOLOAFT ORMULAB AVDd.OFORISRABFOR DOORALDSIDELOEADDOOOROLOD C IDE1RIFYDEA0 BOLTAIID SPPCPY7CAO7. ARO 7P MtA4T. m..* F./C 2 uaa: 821,V7 1070 TBf:DIDLOOYORME NOKOMIS a34276 P.O. BOX1829 NOKOMIS, FL 31274 PGT Vlslbty Berner ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT s.t.ebae FD101 alma 3 «• 10 &abaft 11005-1 I B dr- � 4'7 Rabat L. P.E. PE 038712 Structural k' 95< MA CrY # �E O r Er 0 0 ('l1 e IE \` XACT ►t / E{ ;C !NAM-. Vi. SEE NOTE 4 G G SEE NOTE 4 14 X. .) DOOR DLO HEIGHT = HEIGHT -11 38" DLO WIDTH 'X' = DOOR WIDTH - 1215/16" DLO WIDTH 70C' = DOOR WIDTH/2 -11 5/16° SIDE LITE DLO HEIGHT = HEIGHT -11 3/8° DLO WIDTH = WIDTH -318' .,t,yi„ witb the fln au:unoe t;aCc Late OCT. .]:?'0�2-C-_D. fiiink —_.d tl laseadar Nis RerfOrare F.K racariBT FJC Dirac 8N817 paha 6/14/07 Ott flotsam 8 CORRECT VERTICALOLOAFT ORMULAB AVDd.OFORISRABFOR DOORALDSIDELOEADDOOOROLOD C IDE1RIFYDEA0 BOLTAIID SPPCPY7CAO7. ARO 7P MtA4T. m..* F./C 2 uaa: 821,V7 1070 TBf:DIDLOOYORME NOKOMIS a34276 P.O. BOX1829 NOKOMIS, FL 31274 PGT Vlslbty Berner ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT s.t.ebae FD101 alma 3 «• 10 &abaft 11005-1 I B dr- � 4'7 Rabat L. P.E. PE 038712 Structural MAX. DLO INTERIOR MAX. ____ DOOR HEIGHT 1.4$9 EXTERIOR MAX. DLO INTERIOR MAX. SIDE LITE HEIGHT DOOR SECT. A A SL SECT. B-B VERTICAL VERTICAL SL VIEW G-G CORNER ASSEMBLY Approved as complying with the Florida Cc' Code Dote 7 Miami Dade Product C� t,el Dy c Z 1.1—fi4w.L AAA ibadeas RsdaF EX EMAT NOGliANG<711E SKEET. RetetlEfr Oft Roam F.K WAY A SKOV DOUBLE HOLLOW HEAD 8 KOKAT CORNER ASSEMBLY Limn BA AAA Ciudad BA parr FJC V22107 rr. 821,87 10707ECHNOLOOYDRM NOKOMIS, FL 34275 P.O. BOf162/1 NOKOlf. FL 14274 Virlbdy Better EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE L TES, IMPACT aswaeat 14101 Boss 1/2x Shut 4 r 10 LusWAa 110054 Nos B MAX. X WIDTH DLO 7C SECT. D -D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7.8 AND 9) LMAX.' 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 - - I INTERIOR EXTERIOR MAX. DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) Approired as mmplybmwit6 the Florida &Wino ROAM Miami Dade Product ae6d Ly t�n4 _ �• I,AU.Ic Ratbar FX WNW theffia B NOCHAN Eit®afa£ET. ,amour. FA Die tt.rbox A armor FJL Dahe T/12D7 Cheaheor J.J. x013 9008 D78IDEIRE'TOEECIJaddEEa B SIDE LITE' TOSEC7.FF 92597 1070TECHNO1.OGYOBVE NORMS, FL 30775 P.O. BOX 1329 NOADMIS, 0.34274 V 5ibly Bey VERTICAL SECTIONS tar ALUM. FRENCH DOOR & SIDE LITES, IMPACT lax 5 10 onatgle. 110061 Ifta B Robert L Sark, P.E. PE 039712 Sfixmral ITEM DWG # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 20 21 22 23 24 25 930 PGT# 943B 60411 1010 60300 7070 670701( 955 7955X 938 7938X 956 7956A 7832X12FPXP 995 70995 996 70996 952A 6533016 11000 611000M 1670 671670 11004A 611004M 11001A 411001A 11002A 411002A 11003A 411003A 915D 60380 1010 60300 6608 66808M 1140 78X112PSATS 1048 71048 41721N DESCRIPTION FRAME HEAD WSTP.,Q-LON .190 X.375 HIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRIKEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE #8-32 X.500 PH. FL MS - S.S. W /SILICONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) ACETAL SPACER .095 ( INHOUSE INJECTION MOLDED) ACETAL SPACER .140 ( INHOUSE INJECTION MOLDED) FRAME JAMB ( OUTSWING) WSTP.,Q -LON .190 X.375 HIGH REINFORCEMENT, 1.000 X2.750 X0.650, 6061 - -15 #8 X 1.500 PH SQ A T/S JAMB SCREW COVER CAP STRIKE PLATE INSERT 26 1118 710X34PFA #10 X .750 PH. FL. SMS 27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 30 9100 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X.825 PH. FL SMS 34 913A 60378M TRUSS CLAMP 35 1130 6TRODA 5/18 -18 THREADED ROD 36 990 7990NUTA 5/1618 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT #8 X.75 PH. FL TEK 39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) 40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL) 44 983B 6983 DOOR PANEL ASTRAGAL 1 ( OUTSWING) 45 984B 6094 DOOR PANEL ASTRAGAL 2 ( OUTSWING) 46 1213 60200K WSTP.,Q -LON .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634F 08 X.750 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE 51 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X.750 PH FL. SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL SMS ITEM 80 61 DWG # 9200 9210 PGT# 69200 6921 DESCRIPTION SIDELITE HEADER SIDELITE SILL 62 916B 83 1155 60381 781P0A SIDELITE JAMB #8 X1.000 QUAD PN. SMS 64 65 66 998 999 934A 7998 7999 61641M HEAD GASKETS (STOCKING #70998) SILL GASKETS (STOCKING #70999) SIDELITE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 7126531( SETTIING BLOCK, 3/32" X 1/4" X1' W /PSA 71 71267K SETTING BLOCK, 1/16" X1/2" X 1° W/PSA 72 4222A 64222 BEAD, 7/16" 73 988 6988 BEAD, 3/8" 92 986 64986 BEAD, INTERIOR 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 3/8" LAMI - 1/8" A .90 PVB, 3/16" HS 96 GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS 97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/18" HS 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 102 11006A 141106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 103 OFF -THE SHELF DEAD BOLT LOCK .504-H 1-*- ri 13 OUTSWING THRESHOLD CHANNEL COVER 6063-78 r- 2.750 --�I .560 --"1 ►+ 125J LZ TUBE MULL 6083-75 1.000 Approved as complying whb the Florida Bmdiag Code Date OCT Itjta07 NOM a 7 -o62y fel Miami Dade Product Control a Br4G01(.it.ac.1� Amster rota amigos FX Row* box 344V7 eattex B NOCHANGEfle3&iffEf. F.K. aromas A mark Ohy adetr uac Fl( 277/O7 J.J. 821107 Atone! f0.40PADBOLTA DTNAC7NetMB.p'r4cnBfn 1010TECHNOLOGYORNE A.Q 10Za 83427/ PG" 19stbij Better PARTS UST 7- ALUM. FRENCH DOOR & SIDE UTES, IMPACT FD101 Soak rot, Mt 6 • 10 Dmaim.11005.1 Roc B L clwk, P.E. PE 439712 Structural 4.626 4.000 r,1 DOOR PANEL TOP 8, BOTTOM RAIL 8063 -T5 4.726 4.100 4.726 4.100 4.875 DOOR PANEL J' 31 SIDE RAIL DOOR PANEL INTERIOR ASTRAGAL 6063 -T5 1.272 L 1-3.000-1 OFRAME HEAD 6063 -T6 .050 .079 1.489 1.479 J 3.000-►{ 11 OUTSWING THRESHOLD 6083 -T8 1.500 x.125 .750 7 TRUSS CLAMP 6063-T5 �-I 1+ -.558 .050 .683 4.675 DOOR PANEL f 451 EXTERIOR ASTRAGAL 6063-T5 I-•-.525 .050 3/8• GLAZING BEAD O 7/18" GLAZING BEAD 6063 T6 72 6083-T5 he - 3.100 -H 0 SL HEADER SL SILL 60 8083 -T8 61 8063 -76 5.212 4.586 I-1.48"1 3.000 DOOR FRAME, JAMB 8063 -T8 62 SL JAMB 8083 -T8 .830 2980 050 H SL JAMB 66 ADAPTER 8083 -T8 1 WEATHER STRIP CHANNEL 6063 -T5 HINGE 6083 -T5 0.375 .125 Approved as emptying with the Florida Sooting Cale Dale O -T L.Pl'ko7 NOa# h -O(7QQ Miami 0e Ptoducl Cartrol By ltiAl 1. 61.1.4 014- tea: Daft itsfakaw FJC itsdrbw 8 NO CHAWE MU MEEK tea,: FJC bac Strfakas A ors F.K ONO= 18F JJ. AD/2130 Fr70C1EitX8 MASS8IDOIL. 10CIEM 8I81.4r,45a BP 67 1070 7521$10 OGYDR YE NOMOMMX R.34278 P.O.8Q1C1829 FL 34274 Pc ,T VbibiJr Beaer EXTRUSION PROFILES rr ALUM. FRENCH DOOR & SIDE LITES, IMPACT doebellaftt F0101 112x 7 d 10 I � 11005 -1 I B 7 d L perk. P.E. PE 839712 86uctund JAMB ZONE "A" HEAD ZONE "C"_1 z N gm I ZONE" 1 ZONE "D" I A xx SILL ZONE "C" SEE TABLE 3., SHT. 9 1-ZONE�ZONED°F"�Z HEAD OXO ♦ \ � SILL , ZO EE�ZONE"F"�ZONE-4 ▪ SEE TABLE 7., SHT. 9 NOTES: SILL SILL ZONE "ZONE "Cr � SEE TABLE 4., SHT. 9 I ZONE Z N m O w a m HEAD HEAD EXAMPLE ZONE "D °ZONE "E"� ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION JAMB ZONE "A" // <XOOR ox JAMB ZONE "B" 1--. E" ED" ZONE°-4 r ZON t ZONE"E" � SEE TABLE 5., SHT. 9 SEE TABLE 8., SHT. 9 HEAD HEAD ZONE "�ZON"F"� -f �� y— I ZOHNED"F°�ZONEDF �Z EO j JAMB ZONE "A" } I /A , / OR \\ OXX I JAMB ZONE "B" - f <XXO \\ / SILL SILL I SILL ZONE "D " ZONE "F"ZON } SEE TABLE 7., SHT. 9 A. 19 "x83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4 "x83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. 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. Sai (-ZONE ZONE "F'�ZONE "F°�ZO N-f SEE TABLE 7.. SHT. 9 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 2ANCHOR 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 231/8° MAX. O.C. HEAD & SILL OF DOORS: 8° 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. Approv d as cant; log with the Florida Date OBCrulatreCut"/ N O M CF7 —04 7—? rr• 1!d Miami oD�ade Product CCooeetttmdl (sue `. I. aorta r- R�eep PIA Retl.Rm F.K WOW NO CHANGE MO SHEET. FX Oar WAIT Maim A CHANGE XCIOR 'OJC'AN HORZONEF7d0Y C'TO V. AOOANCHOR7WEB Was* Ms Chd"eep 01!' FJC 2122107 J.J. 821107 1070 TECHNOLOGY OWE NOKOMIS, R.3@76 P.O B QX 1T1B N0KOMI8 PL 31274 ecZ ANCHORAGE, CONFIGURATIONS nag ALUM. FRENCH DOOR & SIDE WES, IMPACT Visibly Better 81i1i16°itr RHOf NTS 8 • d 10 11005•1 I B L CIa*t, PS PE 009712 Structural C I �♦ I / \\ I / 7 OXXO JAMB 2 C 7 } - JAMB Z \ C I 7 \ // V.. Sai (-ZONE ZONE "F'�ZONE "F°�ZO N-f SEE TABLE 7.. SHT. 9 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 2ANCHOR 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 231/8° MAX. O.C. HEAD & SILL OF DOORS: 8° 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. Approv d as cant; log with the Florida Date OBCrulatreCut"/ N O M CF7 —04 7—? rr• 1!d Miami oD�ade Product CCooeetttmdl (sue `. I. aorta r- R�eep PIA Retl.Rm F.K WOW NO CHANGE MO SHEET. FX Oar WAIT Maim A CHANGE XCIOR 'OJC'AN HORZONEF7d0Y C'TO V. AOOANCHOR7WEB Was* Ms Chd"eep 01!' FJC 2122107 J.J. 821107 1070 TECHNOLOGY OWE NOKOMIS, R.3@76 P.O B QX 1T1B N0KOMI8 PL 31274 ecZ ANCHORAGE, CONFIGURATIONS nag ALUM. FRENCH DOOR & SIDE WES, IMPACT Visibly Better 81i1i16°itr RHOf NTS 8 • d 10 11005•1 I B L CIa*t, PS PE 009712 Structural TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE A, 8,C,D 2,3, WOOD 1,2 CONC TABLE 4. XX DOORS (ALSO X DOOR OF X0 & OX) GLASS TYPES A, B. C, D ANCHOR TYPE & SUBSTRATE DOOR WIDTHS LOAD ZONES X-25..$ TO 37,0 WIDTH x HL 25.50 x 79.7 83.75 87.75 91.75 95.76 27.60 x 79.75 83.75 87.7. 91.76 95.75 29.50 x 79.75 83.75 87.75 91.7. 95.7 31.50 x 79.75 83.75 87.75 91.75 95.75 33.50 x 79.75 83.7. 87.7. 91.7 95.7. 35.50 x 79.7. 83.7. 87.7. 91.75 95.7. '® 37.50 x 79.75 83.7. 87.75 7 3 10 91.76 96.75 7 3 10 4 3 5 DOOR WIDTHS XX - 47.75 TO 71.75 2,3, WOOD 1,2, CONC LOAD ZONES TABLE 5.0 SIDE LITE GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B,C,D 2,3, WOOD 1,2, CONC TABLE 6. XO & OX GLASS TYPES ANCHOR TYPE & SUBSTRATE A, 13, C, 2,3, WOOD 1.2, CONC TABLE 7.0X0, XXO OXX & OXXO GLASS TYPES ANCHOR TYPE & SUBSTRATE A. 8, C, 2,3, WOOD 1,2, CONC WIDTH x HT. Meat: aits a.cer 47.75 x 79.75 83.75 87.75 91.76 95.76 51.75 x 79.75 83.75 87.75 91.75 95.75 65.75 x 79.75 83.75 87.75 91.76 95.75 59.75 x 79.75 83.75 87.75 91.76 95.76 63.75 x 79.75 83.75 87.75 91.75 95.75 67.75 x 79.75 83.75 87.75 91.75 95.75 71.76 x 79.75 83.75 87.76 8 5 91.75 7 8 95.76 7 8 4 3 6 4 2 3 WIDTHS LOAD ZONES "O "- 10.75 TO 35.7.. WIDTH x FR. 0 0 1u O O DOOR WID1HS X" - 25.50 TO 37.50 LOAD ZONES SIDE LIIE WIDTH X HT. 0 0 x O O x DOOR WIDTHS X - 25.50 TO 37.50 "lO(" - 47.75 TO 71.75 LOAD ZONES SIDE LTTE WIDTH X Hi. lu la 4 0 0 x 0 O 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 6 4 7 4 2 3 6 4 7 4 2 3 6 4 7 4 3 5 6 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 8 4 7 4 3 5 6 4 8 4 3 5 5 5 8 4 2 3 6 5 8 4 2 3 6 5 8 4 3 6 6 6 8 4 3 6 6 5 8 4 3 5 6 6 8 4 2 3 6 6 8 4 3 5 6 5 8 4 3 5 6 5 8 4 3 5 7 8 10 4 3 5 8 5 8 4 3 5 6 5 8 4 3 5 8 5 8 4 3 5 7 8 10 4 3 5 7 6 10 4 3 5 6 5 8 4 3 5 8 5 9 4 3(5 9 4 3 10 4 3 10 4 3 5I5 5 10.75 x79.7. 4 1 4 1 83.7. 87.7 91.7 95. 12.75 x 79.76 83.75 87.75 91.75 95.76�IeIU�7 19.00 x 79.7. ' '1 83.7 87. 91.75 95.75 21.75 x 79.75 83.7. 87.7. 91.7. 95.7. 27.76 x 79.76 83.7. 87.7. 91.7. 95.7• 38.13 x 79.7. 83.7 87. 91.75 95.7. 38.75 x 79.75 83.7. 87.7. 91.7. 95.7• 7 3 4 3 10.75 x 79.75 4 83.75 4 57.75 4 91.75 4 95.75 4 2 2 2 2 2 12.75 x 79.76 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 19.00 x 79.75 4 3 83.75 4 3 87.7 4 3 91.75 4 3 95.75 4 3 21.76 x 79.76 4 3 83.75 4 3 87.76 4 3 91.75 5 3 95.75 5 3 27.75 x 79.76 5 3 83.75 5 3 87.75 5 3 91.75 6 3 95.75 8 3 38.13 x 79.75 8 4 83.76 8 4 87.75 7 5 91.76 7 5 95.75 7 5 38.75 x 78.75 6 4 83.75 8 4 87.75 7 5 91.76 7 5 95.76 7 5 0 2 .1 9 a' C W 0 4 of 9 O K x z 4 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 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 s .4 5 5 0 z 4 m u- m 0 0 4 4 10.76 x 79.76 83.75 87.76 91.75 95.75 4 2 4 2 4 2 4 2 4 2 12.75 x 79.75 83.75 87.76 91.75 95.75 19.00 x 79.75 83.75 87.75 91.75 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 95.75\ 4 3 21.75 x 79.75 4 3 83.75 4 3 87.75 4 3 91.75 6 3 95.75 5 3 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 V Ybt 4 2 W 2422 V 4 2 0 Lg 4 2 g 0 4 2 4 4 2 O 4 2 O 44 4 2 of 27.75 x 79.75 5 3 9 83.75 5 3 F 87.75 5 3 i 91.75 6 3 95.7•, 8 3 m 38.13 x 79.75 6 4 83.76 6 4 87.75 7 5 91.76 7 6 95.75 7 5 36.75 x 79.75 8 4 83.75 6 4 87.75 7 5 91.75 7 5 95.75 7 5 al 4 0 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 5 m E Q 0 APPROVED ANCHOR TYPES: 1.1/4" ELCO TAPCONS 2.1/4" ELCO SS4 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. Approved as � with the Florida 2m7 14044-‘27_-_-_04.24A2 ��s Miami aBade Product Control By 1 L9 I. LLS k Jr.- R dx6X Dix FJR War FJ( 222107 e NROtlMrXg7FOS6lEE7. Amu,. aormsousriwrmazonnozovvt ca4NGETABLEO.HEADMVE A 'D"7077ANDCOLUA61 . ADD 135. TONANORTIPEA am ma6F uaee J.J. 82U07 ram 7ECHNOLOGY DRIVE aOKOMIS, FL SUM P.O. spume 70a7fOlf0& R. S4274 VLttb72 Better ANCHOR QUAN77TYLOAD ZONE TABLES ALUM. FRENCH DOOR & SIDE UTES; IMPACT FDIOI NA 9 d 10 �� 11005.1 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1 3/8" MIN. 1X WOOD BUCK, NOTE 2 1/4° MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" 114' 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 EXT. 1X WOOD BUCK, NOTE 2 X1314" I MIN E.D. 1 3/4" MIN E.D. 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4' MAX —f -iF V4° MAX SHIM SHIM him WOOD ANCHOR CONC. ANCHOR ill NOTE 1 TYPE 2 OR 3, 1 1/4" TYPE 1 OR 2 (CMU) NOTE 1 1 3/8" TYPE 1 (GONG) SIDE LITE HEAD (WOOD) 1 3/4° TYPE 2 (CONC) 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1 3/8' MIN. DOOR HEAD (CONC) 1/4" MAX _,.I SHIM _I ohA FA 4 3/4" MIN. E.D. 3/4 MIN. E.D. 1 3/8' MIN. CONC. ANCHOR, NOTE 1 1.5 KSI MIN. CMU OR 2X WAD 3.4 KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1 3/8° TYPE 1 1 3/4" TYPE 2 SIDE LITE HEAD (CONC) 1 1/4° TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1/4' MAX SHIM 1 3/4° MIN. E.D. 1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. • 1314° MIN. E.D. DOOR JAMB (WOOD) DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 1/4° MAX SHIM 3/8" MIN. 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 114° TAPCONS EMBEDDED 13/8" MIN. (TYPE 1) OR 114° 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 1 112" 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 1S WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. CONC. ANCHOR, NOTE 1 NOTE 3 1/4° MAX. 1 3/8" TYPE 1 •/; 1 3/4" TYPE 2 0.., 1 13/4' -- 3.4 KSI MIN. CONC. I WOOD ANCHOR TYPE 2 OR 3, NOTE 1 (-1 DOOR SILL (CONC) 2X WOOD BUCK, NOTE 2 -� SIDE LITE SILL (WOOD) 1X WOOD BUCK, NOTE 2 1/4' MAX SHIM • 1 3/8° MIN. CONC. ANCHOR, NOTE 1 U ' 3.4 KSI MIN. GONC. 13/4" —►I MIN. E.D. 1 /4° MAX SHIM 1 1 3/8' TYPE 1 3/4" TYPE 2 SIDE LITE SILL (CONC) Approved as co:°p:, ;.t; aiitr the Florida Bnidkrg Code Date DGT 1E'.?ago NOAP es 7_o629. a �mi Miami Dade Panted Control ay l isq/ Reatac Rawl RA FX awaaq FX Sas Br FJC Dar PEW EYItr 3/14107 1/21/17 a Awllome duot,l6F J.J. NO13UMiE DEBSEET. EPEE TYPE 1 &2 SEW. ONOON4 DETASE EPEE. TYPE 2d30NW000 DETAIE ADD ANCHOR TYPES TO RI EY. raw 1070 TECHNOLOGY ERNE NOxOdES, F1.34275 P.O. EV1TM NOKOMIS, FL 3074 Pi GT V tiMy patter ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT area,.e FD1O1 NTS 10 d 10 11005 -1 Rs B 1. Clerk, P.E. PE 039712 StrtmWmi Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Horida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Psr71VED JUL t 2 • 11* NIUE" FBC 20 Permit No. lkIS -12-10 -Z2t Master Permit No. Permit Type: BUILDING ROOFING —755 0i\ VS—L JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 33 t 3d Folio/Parcel #: Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): S \-\0 S \mac ?.ter � � Co -'`,6 Phone #: 30 5 1 - ctC0 t\ Address: }7 +k City: r'\\ fl-R\ 011- State: T fe' `� Zip: '351 3� Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: - ■ep\ 65C 1?"-6k. Phone #: B65- - 2l - vot co Address: 0 % City: M\ + •State: Zip: 3 3 • -1 Co Qualifier Name: T. t 2 Phone #: State Certification or Registration #: C -0-1 Certificate otC6mpetency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: t-a t1A 0 Q4.1\41-F.:2— Phone #: 78 4' °5`kr1' ck'k a, Value of Work for this Permit: $ S uar 'near I' Tta a ork: 13;6lte Lion °New Repair/Replace T ,' e of Work; ti p �.. fir-.- 4 on D f1f'IVOrife'`} ct�:� t;d49s.�iA.a NIkaPt. 0, F44;0:117 Color thru tile: ****** ** **** *** ****:x**** :********* ** *** Feels******** �x* x��x�xx�x� *:��xx�x�x�****x�m�xx�+> *** *** ** *** *** Submittal Fee $ Permit Fee $ /J CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 41, cA.J Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 11 The . ° _oing instrument was be thin day of , , 20 �1, by (Ds `- 0,,U of 20 6 -7, by k5�1. , who is persona ll known to or who has roduced f wh. s ersonall known tom or who has produced Y P P Y P 1 l 0 ' 'b As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: I A-41. WAJNMPAIIIIIIM11111111Vaai My Commissio APPROVED BY My Comm. Expires May 17.2013 Commission 4E DD 855424 NOTARY PUBLIC: Sign: Print: My Co • so WI Comm. Expires May 17, 2013 Commlasja # DD 855424 4► - 4 Plans Examiner Zoning Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2004)(Revised 3/15/09) Clerk Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. uu S- 2 -10 - Z2 Owner's Name (Fee Simple Title Holder): v ?UtIN T Ci31'. ° Phone #: 5151 -1 0 (0 cl Owner's.Address: 145- City: kk\ State : Win-° 0 \ Zip Code: 33 t38 Job Address (Of where work is being done): "7 SG. �- a 1 City: Miami Shores State: Florida Zip Code: Contractor's Company Name: - 106 Phone #: 36C-2-5-1e- (-0(o(o Address: e 1 s L 20, , zmis4...E__ City: k- -P0-`k State: '� -.0 *6'N Zip Code: -8� 1-1 Ca Qualifier's Name : ibe4,•a D4 -i Lic. Number: Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Works C Co "boo �- I hereby certify that the work has been abandoned andlor the contractorlarchitect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless for all legal involvement. Signature ' owner or Agent The foregoing instrument was aknowledge this! day o ,20 ,by efore me as -r - Who is personally ':knowh to me �r who has roduced erL Dt D �f 1 ' l io- Ctok -0 a� in ntification. Notary P Sign: Seal: blic: Contractor o Architect instrument was aknowledged before me a of l 20 by )(If) , b or who has produced JJ as indentification. O' •4:B',, MARIA M. SOLIS g `i' :t - Notary Public - State of Ronda My Comm. Expires May 17.2013 ? A, 04. Commission # DD 855424 T Nota Sign: Seal: Public: ", ",,,,, MARIA M. SOLIS Notary Public - State of Florida rs My Comm. Expires May 17, 2013 .,�, ,i,.'s Comma # 00 858424 .T - \F ?rte Snores T&za East Condominium.Association, Inc. 745 North East 914 Street Miami Shores, FL 33138 305- 759 -9089 - Voice/Fax TheSPECAI net- E-Maii June 21, 2012 Mr. Ramon Baez, Mrs. Sylvia Baez South Honda 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. 1111r11111111111111111111r1111111111111111111t111111f1111111i1 0t- IZ -60 S90-90 j 5ZlVE'Lt€ :0C M1 D 01 3 s Fs1 Q5532ICQV Sy/ 31V213AI-13U 10 113©N3S 01. M21111311 zT /SZ/90 00 T 3U 0E£ 3IXIN 4\14\ 300Q ‘1? cl\c'q"\cl\ Ys.;MA \..\ )) \,4 -- 1 "kid 1V1A1031.4111133 _x_ - -- - 3NI1 . U3110U 1V cnOd'SS3d00V NFlfll3ti 371130 1I4OIU 3141013d013AN3 30 d01131 taNOfLS 30V-1d I I -Cb6J1 *0000 0001 JL J 37l11>t93' 791SOd l�Q sl o1SQ32 Nn 3JH1SOd •S•n 8€l LE taexIS iusIW 30a4S )9I6 3se3 ON SW. •,16 Vier/WNW �)I, ?11^ J" -ud? ki/f/ "V SENDER: COMPLETE THIS SECTION i I.1 Gopiplete items 13 2, and 3- Also' complete I Item 41f Restricted Delivery Is desired. ■ Print your name and address on the reverse so that a can return the card to you. 1�6 Attach this card to the back of the malipiece, or on the front if space permits. { 1 • Article Addressed t �' y 1,4 3 COMPLETE THIS SECTION ON DELIVERY X. S. Received by (,Printed Name) Agent CI Addressee q. C. Date of Delivery j D. Is delivery address different from item 1? CI Yes If YES, enter delivery address below 0 1 No 3. Service Type 0 Certified Mali CI Express Mao 0 Registered 0 Return Receipt for Merchandl$e Insured Mall 0 0.0.1). 4. Restricted Delivery? {Exha Fee) Ci Yes 1, 2. Article Number minder a 7009 3410 0001 9987 7760 PS Form 3811, February 2004! Domestic Return Receipt 102595-02-W15401 The Shores Plaza East Condominium Association, Inc. September 13, 2011 Norman Bruhn (CBO) Building Director Miami Shores Building Dept. 10050 NE 2r° Ave Miami Shores, FL 33138 745 North East 914 Street Miami Shores, FL 33138 305 -759 -9069 - Voice/Fax TheSPECAI net - E-Mail SEP1,92011 BY - ....° ............. Re: Permits Number: WS -12 -10 -2211, WS -12 -10 -2213, WS-12-10-2210, WS -12 -10 -2212 WS 12 -10 -2231 For Addresses: 755 NE 91 Street, 9140 NE 8 Ave, 9160 NE 8 Ave, 736 NE 92 Street, 726 NE 92 Street, Miami Shores, FL 33138 Permit Type: Windows/Shutters Expiration Date: 9/18/2011, 9/19/2011, 9/20/2011, 9/24/2011, 9/25/2011 Dear Mr Bruhn, 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 attomey 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 The Sores ITaza East Coate n .Xissociatknz, Inc. 745 North Easter Shoot Maud Mores, . 33138 305-7 /FAX 305 -759 -2101 E-MAIL spei23@attret June 29, 2011 Mrs. Sylvia Baez South Florida impact Windows & Doors 4661 SW 72 Avenue Miami, FL 33155 E- mail: info@sflaimpact.com Dear Mrs. Baez: Enclosed please find certified letter mailed to you on May 31, 2011 and returned "unclaimed" by the US. Postal Service. Please review the context of the certified letter as they are of grit importance to both parties concerned. If you were not in the office to receive the enclosed letter, an employee of your company could have accepted the letter "as agent" and delivered the letter to you at the first opportunity. Fabian, from your company, visited our property on Wednesday, June 22nd, he was here for a short time and took some measurements. It is vital that all our pending items get addressed as soon as possible, as it has now been several months since you provided. our Association with the list of pending items yet to be completed. We wish to bring to your attention, specially, the matter of the "lock mechanism" in the newly installed doors to the main entrance of our buildings. As per Mr. Norman Bruhn, Building Official/Director of the Miami Shores Village, the locks that are currently activated by the "white latch ", should be activated by the lower lock only. The "white latch" needs to be completely removed from the door (inside). As per Norman Bruhn, you may contact him for any questions you may have in this matter. Please keep in mind that the final inspection cannot be passed until all the front doors are modified. Mrs. Baez, it has been quite some time since we had any personal contact with you, we hope that that every thing is going well with you personally. Please, we need to hear from you. Very truly yours, The Board of Directors cc: Yudany Fernandez, Esq. Mike Otto.— Code Enforcement w- Miami Shores Village Norman Bruhn — Building Official/Director January 24, 2010 Miami Shores Village Building Department 10050 Northeast 2nd Avenue Miami Shores, FL 33138 Tel: (305) 795 -2204 RE: Permit #12 -10 -2192 716 NE 92m1 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, License PE64759 V w 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: STATE OF FLOP, E HERE/ 3Y CER i F vriy;f;i a iii64 in ! !IIII! 11111 IIIII dill liili 1111111111 MI 11! CFN 2010R0867944 OR Bk 27537 Ps 053; (1ps) RFi_:O CEI =: 12/29/2010 12 4^3a .3 HARVEY RUIIV'Ihh CLEFT, OF COURT 1IIAMI -DADE COUNTY r FLORIDA LAST ;'AGE THE UNDERSIGNED hereby gives notice that Improvements will be madiciFdertairytee property, and in accordance with Chapter 713, Florida Statutes, the follovti'ry %Aon is provided in this Notice of Commencement. By 5r Sp a above erved for use of recording office �7 'y i1� i '-. a� rp -, La gal scriptiorJ of roperly and str qt/address: J 5 N G 1 ` alre� 17.s enth- 2. Deschption of improvement: ,t 3. Owner(s) name and address: J 0« . (LL Interest in property: Name and address of fee simple titleholder: 4. Contractor's ame, address and phone number. deThY S �'l ks#e —, t--l� . ti, y'�i, 3 16-. 5. Surety: (PaymerZ bond required by owner from c n ctor, if any) Stioy.e_ GS cacw�., 7 i m.1 U.ov't DI Name, address and phone number: Amount of bond $ 6. Lender's name and address: l 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 f 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Ow '; •, , w Aut o z:i' Office r+ irector/Partner /Man r - Prepared By >/ „„ .'' �� Print Name • W V f►�`► Title /Office iP STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this IS -14 --day of "'e- • ) . � f By Prepared By +-.. Print Name C-\ S” i'' -•) . Title / Office �� .� h_ 1. '3-31 ST-cc Individually, or as for ❑ Personally known, or ❑ produced the following type of Identification* Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.526. 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 °'. • Ow er(s) o er(s)'s Authorizdd `er/Director/Partner /Manager who By 129.01-62 PAGES SAO I /v� i/� `rM11 + "'1'�' 7 G �T, 174. 1" s+ r'-" ` . ' ��-S� `BPS St s, .,.it R► 91-2.0 1,1t, 4m- i it li '` SYLVIA BAEZ °..Y. .; Commission DD 687047 �Xpires August 8, 2011 .• 5 Iota EOndedihruTropFeNlrtSUfana @ @4[h3@5' By Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 755 NE 91 Street Number: BLDG F Miami Shores, FL 33138 -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 Cell Phone SOUTH FLORIDA IMPACT WINDOWS (305)668 -8805 Valuation: Total Sq Feet: $ 12,000.00 0 1 Type of Work: WINDOWS & DOORS No of Openings: 32 Additional Info: IMPACT Classification: Commercial 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 $7.20 $6.30 $6.30 $2.40 $5.00 $420.00 $60.00 $24.00 $9.60 $540.80 Pay Date Pay Type Invoice # WS -12 -10 -39676 12/23/2010 Check #: 13011 $ 490.80 $ 50.00 12/16/2010 Check #: 6706 " $ 50.00 $ 0.00 Amt Paid Amt Due Available Inspections: 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. December 23, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date December 23, 2010 1 Miami Shores Village k)agV3I Buildin g Department artment 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. AS —1Z` Ip —221 l Master Permit No. Permit Type: BUILDING _ ores r ��cto �'� 1C 61 OWNER: Name ee Simple Titlehol �� Ph (c#76797 Address: 7 NE 9 t -- ce City: M 1AM t C:A D t e5, State: c--L—__ Zip: .". 15B Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 755 N E q City: Miami Shores I "(1' County: Miami Dade Zip:J_� Folio/Parcel #: / Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: Lkt0 A City: NO U/ Flood Zone: Phone #: Qualifier Name: State Certification or Regis ation #: 'C Q-t3 t � � t ( Certificate of Competency #: Contact Phone #: 3( ('(e �� Email Address: DESIGNER: Architect/Engineer: State: (1 . Zip:. Phone #: 3 L. , ifrra Value of Work for this Permit: $ �� V f') ` • '` Square/Linear Footage of Work: Type of Work: Address $Alteration Description of Work: Phone #: -+ 54 -t0 'I New ORepair/Replace ❑Demolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ***************************************Fee *5* *********** ** **** * * *** * ******* ***** * * * ** Submittal Fee $ Permit Fee $ c>2C) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 40 6 TOTAL FEE NOW DUE $ 611 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 CONDFITONERS, 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 b charged. Signature dt1 0 ner or Agent The for ing instrument was a' o ledg: I b day of , 2010, by v1k1. who is personally known to me or who has produced o me this As identification and who did take an oath. NOT AIirY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY 74#03. 4 J / l / 10- /4- Signature The fore Contractor g instrument was acknow edged before me this day of C ', , 20 1P , by who is personally known to me or who has produced as identification and w did take an oath. NOTARY PUBLIC: Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) MIAMI -DADS 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 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 lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. EFL-2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0/00 configuration) mulled together with a ix 2 x 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). E. MATERIAL CERl'1I'ICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04-0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. E -2 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ANCHORS DETAIL "B; "C" OR "0" AT BOTH ENDS AND AT BOTTOM MULLIONS w ANCHORS DETAIL A ANCHORS DETAIL A HW1 I/ W2--1 W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MI) MAX OPENING = H OR 1-11 +H2 MULL LENGTH = W OR Wi +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 NOTES: 1. THE 33 1/39' STRESS INCREASE HAS Z 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. ANCHORS DETAIL 'B ", "C" OR "0" AT BOTH ENDS AND AT BOTTOMS 4 ■,/ \\4\ Mr ir M2 r ^\ f r\ HW1 I/ W2--1 W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MI) MAX OPENING = H OR 1-11 +H2 MULL LENGTH = W OR Wi +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 NOTES: 1. THE 33 1/39' STRESS INCREASE HAS Z 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. ANCHORS DETAIL 'B ", "C" OR "0" AT BOTH ENDS AND AT BOTTOMS 4 ■,/ \\4\ r ^\ f lik \ -j 1 ---W r y W2 W3 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 H 1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W1 +W2 01? W2 +W3 MULL LENGTH = H1 NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. ANCHORS DETAIL "B" C" OR "0" BOTH ENDS ANCHORS DETAIL "B", C" OR "0" BOTH ENDS MULLIONS H mar w2-- MULLION — w 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 FOR ANCHORAGE TYPE, QUANTITY AND 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. G 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 LOCATION, REFER TO SHEETS MODUCT RENEW= 0?- I Acmes .9721.11.5.17 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS obert L Clark, P.E. PE #39712 Structural T■ INDUSTRIES Revd By F.K. Revd 8y. F.K. Drawn el' P.J.P. 530/06 5%5/06 48/00 D— ADD Reviebne: C ADD TECK. NUS. 1" RHEAVY WALL, ELEVATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Take ALUMINUM TUBE CLIPPED MULLION Set ea /Modek Scot; Sheet Orawfng No. MULLS NTS 1 of 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 " MULL= i" MIN. FOR 1" MULL i" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL A" 22(TYP)i OR 4 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 1" PGT 1 x MULLION 2" OR 4" SEE NOTES 2 & 3 MIN. *TYP) PGT 1 x MULLION WOOD BUCK REMOVED TO CONCRETE WOOD MIN. f BUCK 2h(TYP) it(TYP SEE t NOTE 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 NOTES: TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK. DETAIL 'B" 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRLHL —FLEX 1 3/4" 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" .3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR A STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR 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 OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. PGT 1 x MULLION • #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE .3 MASONRY ANCHOR SEE NOTES 1 & 3 TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" •" OR 4"—.- #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTE 1 } SEE NOTE 1' } WOOD 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 F KK 5/30/06 Id-11001N NOTES 3& 5 TF.K. 53/04 !-.ADD EMBED. DETAILS ■ D, nw P.Je.P. 48/00 34 6 Robert L Clark. P.E. PE #39712 Structural IND JSERIES Descripuen: 1 " HEAVY WALL, CLIP INSTALLATION DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM TUBE CLIPPED MULLION Seates /Modeh Sadx Sheet Drawing No. MULLS NTS 2 or 7 6221 Rev: D 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1x MULL MULL SIZE A' 1 x 2 x 3/8 1 3/16 1 x 2 3/4 x 3/8 1 15/16 1 x 2 3/4 x 21/32 1 3/8 1 x 4 x 3/8 3 .3/16 -MAX. } } -MAX. r A TWO (2) ANCHOR LOCATIONS A/2 © THREE (3) ANCHOR LOCATIONS MIN MIN. O ONE (1) ANCHOR © TWO ANCHOR LOCATION LOCATION © 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 SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPUCATI0N. 2. 3/8 MIN. EDGE DISTANCE APPUES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. BMIN. ® THREE (3) ANCHOR LOCATIONS D SIX (6) ANCHOR LOCATIONS MIN.TYP. (4)EQ. SP. (A- 3/4)/4 $MIN: MIN. TYP. ® FIVE (5) ANCHOR LOCATIONS .mla;rii TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark. P.E PE #39712 Structural T INDUSTRIES Revsd By. Rs�FKK t%30 /06 9/06 n NONO cHG WSW C � W,, ADD DIM..8NJ01F Dmn B.r P.J.P. 4%28/00 1" HEAVY WALL, ANCHOR LOCATIONS 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 TRie: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS NTS Sheet 3 a 7 Dro.ing No. 6221 Rer. D 1 8 3 4 2 14 - - J 8 4-` 2 2 3 4 7 116 1 x HEAVY WALL MULLS MAT'L: 6063 —T6 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 8 3 8 1—= 4 34 I 8 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS obert L Clark, P.E. PE #39712 Structural F K. 5/30/06 DR Oa CHG MIS SHT Rend K 5/5/06 C—NO CHG THIS SHT Grown Bi" P.J.P. 428/00 Description: 1 " HEAVY WALL, MULLION PROFILES iFtlx 1070 OMIS. E 3 75 ALUMINUM TUBE CLIPPED MULLION NOKOMIS, � 34275 P.O. ROX 1529 NOKOMIS, FL 34274 Serios/MdeO So*: Shoot O.a.Mg No. Rev: MULLS 1 X 4 a 7 6221 D w CHART 2. - 1x2.75x.375 QTY. & TYP. ' ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 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 (2) A (3) B (3) A (4) B (2) A (3) B (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 (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 96 108 111 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 161 170 154 170 150 170 149 170 149 170 149 170 149 170 149 170 170 170 161 170 148 170 140 170 136 170 134 170 134 170 134 170 134 170 134 170 166 170 147 170 135 165 126 153 121 146 119 142 118 141 118 141 118 141 118 141 145 152 127 131 116 116 101 107 100 100 96 96 93 93 92 92 92 92 92 92 131 131 112 112 99 99 90 90 84 84 80 80 77 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 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. - lx2x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 CLIP TO OPENING (2) A (2) B (2) A (2) B 70 80 90 100 110 120 130 160 (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 icA (1) B (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 54 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 80 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 k_Opening j Width Horizontal Mull Opening Width MW! 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 CRL!E —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. ruituncogravrles AftePteaco -DI 5.01- TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark, P.E. PE $39712 5truatural I DUSTRIES Re 8y Rend ICBy: F.K. V3 %6 Redstone: 0-NO CHO THIS SHT 575/06 C � REVISIONS Drawn By: P.J.P. 48/00 1" HEAVY WALL, PRESSURE CHARTS 1 & 2 1070 TECHNOLOGY ORNE NOKOMIS, R. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Mks ALUMINUM TUBE CLIPPED MULLION SvMS /Medan MULLS Scale: NTS Moving No. 6221 • CHART 3. - 1x2.75x.650 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 CUP TO OPENING (3) B (2) A (4) B (3) B (4j B (3) B (2) A (4) B (3) B (4) B (3) B 90 (2) A (4) B 100 110 120 130 160 (3) B (2) A (4) B CLIP TO MULL © (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (4) B (3) B (2) A (4) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 170 170 166 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 152 170 160 170 148 169 141 161 138 158 137 157 137 157 137 157 137 157 170 148 169 136 156 129 148 125 143 123 141 123 141 123 141 123 141 170 116 135 155 124 142 133 112 128 109 125 108 124 108 124 108 124 137 157 123 141 108 124 133 152 117 134 106 122 99 113 94 107 90 103 88 101 88 100 88 100 88 100 125 143 110 126 99 114 105 87 99 83 95 81 93 80 91 80 91 91 118 135 103 118 93 107 86 97 81 90 77 85 75 82 73 80 73 79 73 79 106 108 92 92 81 81 73 73 67 67 63 63 60 60 58 58 56 56 56 56 91 91 T7 77 68 68 61 61 56 56 52 52 49 49 47 47 46 46 45 45 84 84 71 71 63 56 51 51 45 45 43 43 42 42 40 40 67 67 57 57 50 50 40 40 37 37 35 35 33 33 32 32 30 30 54 54 46 46 40 40 36 32 32 30 30 28 28 26 26 25 25 23 23 44 44 38 • 38 33 33 29 29 26 26 24 24 23 23 21 21 20 20 18 18 31 31 26 26 23 23 20 20 18 18 17 17 15 15 29 29 24 24 21 21 18 18 17 17 15 15 Multiple Mulled Units Vertical Mull Mull Length �Opening4 Width Horizontal Mull Opening With Mull Length 1 Mull Length \Opening Width NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS S' Robart L Clark, P.E. PE #39712 Structural INDUSTRIES Re% Z: 30/06 DR -NO CHG THIS SHT Revel 9y. F.K. 55/06 REVISIONS •••• P.J.P. 428/00 ' HEAVY WALL, PRESSURE CHART 3 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM TUBE CLIPPED MULLION Series/Modal: MULLS Scare: NTS Street: 6 a 7 Droning No. 6221 Rev: D 4. CHART 4. - 1x4x.375 QTY. & TYP. • ANCHOR OPENING WIDTH IN INCHES CLIP TO (2) A OPENING (4) B 50 60 70 80 90 100 110 120 130 160 (3) A (2) A (6) B (4) B (3) A (6) (2) A (4) B (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3);A (2).A .?6) B (4) B (5) B , (5)- B • (3) A (6) B (5) B CLIP TO MULL& 42 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 48 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 MULL LENGTH IN INCHES (5) B 50.625 170 54 170 170 170 170 170 170 169 170 162 170 158 170 60 170 170 170 170 154 170 143 170 136 170 131 170 121 (5) B (5) B 170 170 (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B 170 170 170 170 170 170 170 170 170 170 157 170 157 170 157 170 157 170 128 170 127 170 127 170 127 170 165 (5) B 170 (5) B 170 (5) B 170 170 170 170 63 66 72 76 78 84 90 96 108 111 144 170 170 154 170 170 159 170 144 170 133 170 126 170 170 117 169 116 166 116 165 116 150 170 135 170 125 170 117 166 112 156 108 150 106 145 105 144 105 144 144 140 128 112 92 170 134 170 120 165 110 148 , 103 136 98 127 94 120 91 115 89 112 88 111 170 125 160 112 140 102 126 95 116 90 108 86 102 83 98 81 95 79 93 170 121 148 108 129 99 116 92 106 87 99 93 80 89 78 87 75 84 138 111 117 98 102 90 92 83 83 77 77 73 73 69 69 66 66 62 62 112 92 95 95 82 82 74 74 67 67 62 62 58 58 54 54 52 52 48 48 78 78 67 67 60 60 54 54 50 50 47 47 44 44 42 42 38 38 64 59 64 54 54 47 47 42 42 37 37 34 34 32 32 30 30 28 28 25 25 59 50 50 43 43 38 38 34 34 31 31 29 29 27 27 26 26 23 23 27 27 22 22 19 19 17 17 15 15 Multiple Mulled Units Vertical Mull Mull Length I_Opening4 Width Horizontal Mull Opening With Mull Length 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 CRtlt —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. b_ eR Nevago TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS h'6t..et _ Clad,., F.E. PE /SY. 712 Structural INDUSTRI FK 5%30/06 D —NO THIS SHT R F.K. 5%5/06 C- MARKED REVISIONS IONS Sy. oaten P.J.P. 4/28/00 11 " HEAVY WALL, PRESSURE CHART 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 ALUMINUM TUBE CLIPPED MULLION ser,aa/efori.k MULLS NTS Sheet 7 o,u " No. 6221 Rer. D 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 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. corner distance for anchors is 8.5 ", except Hexagon & Octagon corner 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.aovfbuildinecode 7t;c\q NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT'11,D 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. IrfL -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 IIIG 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. Ishaq L Chanda, P. E. Product Control Examiner NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 E -1 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) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) ® A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. 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, Alilk 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 ® ELCO TEXTRON NOA. 04-0721.01, 03-0225.05 ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -200 ALUMINUM DESIGN MANUAL a.1ts11 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). lambdas nab" Rweed BF FJC Ordw 4/4177 Dabs 12115113 r Regsbras PRODUCT RENEWED 44atW7bgwith the Florid* BROW' Cede AconphtnenNoftid &Ovation Date rftigailatiat Division PRODUCT 'wimp neompbleg with tbe Florida Amptsace No ' Date 144,11 , JI. Product Control di cHO. NOTE 270 REF. ASTME 1000 -02 AND REVISE ANCHORAGE NOTE 3. ADD REFERENCES TO NOTE 0 AND ADD NOTE 7. Sarnia,: Aran itc Da. FJC 7114/03 A nred"ae,: REDUCE ANCHOR SPACING Dabs 1070 TECHA4LOOYDRIVE NCKOM1S FL 34275 P.O. BOX 1528 NOXOMI3, FL 34274 EIGT Visibly Better NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT etettettet PVW7o1 NTS 1 ab 12 I 4259-4 /, /O/ /Robert L Clark, P.E. PE 539712 Structural 3/16" ANNEALED OR HEAT STRENGTHENED GLASS Rdas ReasiDyi Fx tea. F.K Draw RK 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OUTSIDE Dabs OR R 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16° HEAT STRENGTHENED GLASS 11/16" NOM GLASS BITE 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) Dais 414107 Reatabse 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OUTSIDE 11/16" NOM GLASS BITE 1 1/16" LAMI 1.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) PROMO' RENEWED asamililidlit wbrdie Florida noldlad Code INdrailoa Data ,y Divhdoll*E411411 PRODUCT REVISED aseomplyla6via the Florida Bidding Code Amplgn.Ne • • 04 Eapieatloa Dam :i? • 04 es Da 12/15/X1 Risisians B No CHANGE THI88HEET Rabbis A NO OHANGE71OSSSHEEr Oats 7114V3 ClaniadDy Oats 1070 TECHNOLOGY DRIVE NOXOWS FL 34276 PA. BOX 1578 NOKOMIS 8.34274 P_ ^T VLriblj Better GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT SaSslikelet PW401 aua LLISlast FU 2 d 12 OrmitraNz 4259-4 B Abed L Gunk P.E. PE Ki9712 Stuclural HEXAGON FULL CIRCLE OCTAGON QUARTER CIRCLE MAX. SIZE = 60° BETWEEN FLATS MAX SIZE = 60" DIA MAX SIZE = 60' BETWEEN FLATS MAX SIZE = 68 °X68' OR MAX. AREA = 21.65 SQ. FT. OR MAX AREA =19.63 SQ. FT. OR MAX AREA = 20.71 SQ. FT. OR MAX. AREA = 25.22 SQ. FT. ARCH. 4Ift• AIL MAX. SIZE = 48 "X96° OR MAX. AREA = 30.28 SQ. FT. MAX. SIZE= 96° X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X48" OR MAX. AREA = 25.13 SQ. FT. gib EYEBROW MAX. SIZE = 96 "X48" OR MAX. AREA = 31.99 SQ. FT. 1 48° MAX. 96" MAX. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID 44 1/4" MAX. DLO 921/4" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96° NOTE: ® OR MAX. AREA = 32.00 SQ. FT. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. MAX. SIZE =48 "X96' OR MAX. AREA = 31.99 SQ. FT. co smd1 m* 2. o�r s roe�y WEB Division Der Rosa Sr F.K. � 7 RorYbax UPDATE ANCHORAGE NOTE Aft 12H&V3 7/7/14X13 NO ORANGE THE1SHEET Owen Or Deft 1070 TEcHNoLOGYDRNE NOKOMIS, FL 34218 P.O. BOX 1528 NOKONI@, FL 34274 VisWWy Better FLANGED ELEVATIONS Ufa ALUMINUM PICTURE WINDOW, IMPACT Sebotblet clods de"e NTS) 3 12 4259 -4 Robert L QaAc, P.E. PEI/39712 Bbuapual HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX, SIZE = 60" DIA. OR MAX AREA = 21.65 SQ. FT. OR MAX AREA = 19.63 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX AREA = 25.22 SQ. FT. FAN MAX. SIZE =96 "X47" OR MAX AREA = 24.47 SQ. FT. HALF CIRCLE MAX SIZE = 96" X 48" OR MAX AREA = 25.13 SQ. FT. EYEBROW MAX SIZE =96 "X48" OR MAX. AREA = 31.99 SQ. FT. A 981/4" FRAME O.D. I- 96" MAX. A 501/4" FRAME O D. 48" MAX L ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. 45 1/4" MAX DLO 931/4" MAX DLO RECTANGLE MAX. SIZE = 48" X 96" NOTE: ® OR MAX. AREA = 32.00 SQ. FT. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. MAX. SIZE = 48 "X96" OR MAX AREA = 30.28 SQ. FT. TRAPEZOID MAX SIZE =48 "X96" OR MAX AREA = 31.99 SQ. FT. PRODUCT RENEWED ". eomptrixR wi h the Pinkie Bidding Code Awesome No 2.10 Expiration Date Mind Datb Division PRODUCT itt.v."i: ' e complying akb ibe Florid" Studding Code &cepa= Me X01: Dor Reddaue tee: FJC flake 8 ADO FRAME 0.D. DIMENSIONS AND UPDATE ANCHORAGE NOTE per FJC awn or FJC bate 12/15V3 mk 7/14,73 Reasiona A weoroeay NO CHANGE THIS $H T W70 TECHNOLOGY DRIVE NOKCOWBS, FL 34278 P.O, BOX 1628 NOXOMIB, FL 94274 PIG_T Visibly Better INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT e.a.kaoe PW 7H1 NTS I 4 « 12 r 4259 4 B (7/7 oert L PE M712 Sbuctwel TABLE t DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE 111240-TIP) 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 1116" 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 AREA +80.0 I -80.0 9.70 SQ. FT. +80.0 I -80.0 11.57 SQ.FT. +80.0 f -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 54.500 I A,B,C,D 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. AREA +80.0 I -80.0 10.79 SQ.FT. +80.0 I -80.0 12.87 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 60.000 I A,B,C,D 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. AREA +80.0 I -80.0 11.88 SQ.FT. +80.0 I -80.0 14.17 SQ.FT. +80.0 I -80.0 +80.0 1 -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. 16.46 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 1 -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 71.000 I A,B,C,D 17.97 SQ.FT. 20.47 SQ. FT. 21.15 SQ.FT. 21.83 SQ.FT. AREA +80.0 I -80.0 14.05 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 -80.0 +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. 20.86 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 +80.0 -80.0 +80.0 -80.0 +83.0 -80.0 +80.0 -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 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. Resat* amt Am By FJC Asat FJC ma. op F.IC aft 4/4/07 Deft 12115473 ads 7/14103 awt"am PRODUCT RENEWED as complying with the Florida Balding Cade Acceptance No Ex Dna - 14 am lsb. t_ » PRODUCT REVISED awroarplyies with Ike Fkrrkb » Cade Aaeptaarra No e - . - oam • F1eda:radiant Ratekos S nmutvm A Chaladay UPDATE DESIGN PRESSURES PER AS ME 130002 AND NOTES. CLEAN UP TABLE 1 DESCRIPTION AND HEADINGS. CHANGE NOTE 1 ANCHORING WITH 012 SCREWS Dsbx 10707ECIINOLOOYMINE NOKOMIS, FL 34276 P.O. a= tag NOKOMIS, FL 34274 Pe„,r Utaib6 Bete' FLANGED UNIT DESIGN PRESSURES Thor ALUMINUM PICTURE WINDOW, IMPACT PW -701 8WS 8bwt r& N7S 5 m 12 I 4259-4 I B p/ Robert L Cads, P.E. PE 039712 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 +80.0 1 -80.0 +80.0 I -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. +80.0 L -80.0 15.31 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 15.82 SQ.FT 16.33 SQ.FT. 54.500 I A,B,C,D +80.0 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 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 +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 +80.0 1 -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 -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 12.96 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. 71.000 I A,B,C,D +80.0 I -80.0 +80.0 -80.0 +80.0 T -80.0 +80.0 I -80.0 +80.0 I -80.0 +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. 2167 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 -60.0 +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 +90.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 C +90.0 -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 -800 +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 -6t5 +53.0 -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 +90.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -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: A 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. AU. 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 "e lymph/kg with the Raids Balding Code Expired= e�D &_IIn 10 BY Mud Di DHlsion rOr Oets Rewder. FJC Aws ex FJC Dthbx 4/4177 Rabb. B UPDATE DESIGN PRESSURES PERASTME 1 AND NOTES. CLEANUP TABLE DESCRIPTION AND HEADINGS. 17N803 Refslare A CHANGE NOTE !ANCHORING WITH 812 SCREWS vier• FJC Doe 7/14/0:1 Des 1070 TECHNOLOGY DFUVE NOKOMIS. FL 34276 P.O. SQX1578 MOWS, 7L34274 IP2401= VGibfy Better INTEGRAL FIN UNIT DESIGN PRESSURES tm ALUMINUM PICTURE WINDOW, IMPACT ae,tiwcsee last I arses PW-701 I NTS 8 " 12 ua"Wne 42554 B /#77": ((( Robert Clark, P.E. PE 039712 Structural OUTSIDE 0 111 A111101 ° 4 MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH — HORIZONTAL SECTION (FLANGE FRAME) fl 0 � I1�11 0 Wm ALONG ENTIRE JOINT SCREWED CORNER ASS'Y Na�BF FJC (FLANGE FRAME) Des MAX. WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y Q WELD (FLANGE FRAME) ALONG [log II '�a ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) Redeem 0 0 MAX.© DAYLIGHT OPENING INSIDE VERTICAL SECTION (FLANGE FRAME) PRODUCT RENEWED as complying vain) tire Florida Raiding Code Acceptance Novg -lit Z. t0 Espiratina Date Ziff / 2J'4 0 M� Division Anse Ler Fx Fx 487 , 8 NO CHANGE THIS SHEET Deft 12/10!09 Owe 7/14173 kribeas A NO CHANGE THIS SHEET aadadey: mr" 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34270 P.O. BOX 1029 NO1(OM1S FL 34274 Vis ah Better SECTIONS & CORNER ASSY, FLANGED AL• UMINUM PICTURE WINDOW, IMPACT I eaas�t asp Sort a,ayaa Ppwmt HALF 7 d 12 42594 I B Robed L awn, P.E PE 712 Struebasi 2.784° [---- MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) OUTSIDE ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) o L 111 �I 0 O o III 11 ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX. WINDOW HEIGHT �- 2.784° L1�y 1�_rn�l�tn_J 0 0 MAX. DAYLIGHT OPENING INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) PRODUCT RENEWED as comp ytad .uh the Florida Batdtng Cote Acceptance No EcpiMton Dade M Dade Oivbfao Rimed Br Ohs 414/07 Aft 12/1103 7/14/0:1 Redstone e anti= A Ceded 0A NO CHANGE 7700 SHEET NO CHANGE 7H1S SHEET 1070 7E(2WOLOOYDANE NOHOW:1, FL 34275 P.O. BQX 1528 N09(O141S, FL 34274 Pr aT Bey SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT awreit P(Y.701 amt mroee 9 S 12 425914 B ITEM DWG NO. PART # DESCRIPTION 1 4256A 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2 4253 64253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781PQX 98 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 4255 84255 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 64262 ARCHITECTURAL CORNER KEY 21 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 22 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .050° r— .970° -1 I .975° ITEM 10, 7/16 LAMI GLASS BEAD MATE.: 6083 -T5 DWG NO. 4255 RadBF FJC Data .346° .050" .975° ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MATL• 6063 -T5 DWG NO. 4254 2.784" 2.500" ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A 1.875" Ir— .062" 2.784" ITEM 2, FLANGED FRAME MAIL: 6063 -T5 DWG NO. 4253 PRO04J4: 3 tiriiiUICO n romptriag with 'ae ElPrina Saidieg Code Acceptance N" O. . la Expiration Date ~ so"d"s FJC Or. aBF FJC Oft Oar 17118419 7/7/14/03 8 NO CHANGETHB SHEET Abrisbas NOCHANGE 71113 SHEET d.Wdl Dam 1070 TECHNOLOGYDRA1E NOKOMIS, R 34275 P.0. SOX 1429 NOKOMIS, F194274 PGT vt wg Better EXTRUSION PROFILES & PARTS LIST nar ALUMINUM PICTURE WIN DOW, IMPACT amwa•."t HALF 9 0 12 m.rnan 4259.4 B .131" DIA. M N. x 2 1/2" NAIL, AT CORNERS AND 5° O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A T • • a. . • 1/4° MAX. SHIM CONCRETE ANCHOR (SEE NOTE 1) r1/4" MAX. 1 SHIM :4 • 4. SEE NOTE 1 FOR • ° EMBEDMENT A WOOD ANCHOR (SEE NOTE 2) 1 318" MIN. ®EMBEDMENT KSI MIN. CONCRETE L 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) FLANGED DETAIL E OR 1.5 KSI MIN. CMU NOTES: ® 1. FOR CONCRETE APPLICATIONS - , USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 3/8° MIN., 5/16" ELCO TAPCONS EMBEDDED,1 3/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. 4j. t•k1518 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 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 TAPCONS MAY BE USED. INTEGRAL FIN DETAIL B 1/4° MAX. f SHIM T WOOD ANCHOR (SEE NOTE 2) A 1 3/8" MIN. A EMBEDMENT 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. r 1 SHIM T FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) SEE NOTE 1 FOR :µ ® EMBEDMENT. • • • 1/4" MAX. f SHIM T 1x WOOD BUCK (SEE NOTE 3) »as.* FJG FK F.K Reviews Ravlsbnic PRODiX:i Ii4Nt:b; t•J1 a complying with the Florida ®ridtug Cale Acceptance No —1t IZ•ib E *pI °d°° Date Mil 112,.t44 By Dude `r Mold ulafehm lsl�F w r� • 0 Deer Oaks I2flBV3 7/4All A REVISE AND UPDATE ANCHORAGE PERM RREIdf FIX CHANGE MOTE I AND FASTEVER SPACING We6nOry: 10707EL744NOLOOY DRIVE NOKOSW4 FL 34270 P.O BOX I4128 NOKOMIS, F134274 Pc" Visibly Better ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT Otbellaiat PVK701 rat eat NTS I 10 or 12 4259.4 TABLE 3. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE WIND. "X p U a d > WINDOW "Y" DIMENSION 15.0' 20.0* 25.0° 28.5' 30,0' 34.0" 39.5" 45.0° 46.5" 48.0' 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. 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. O T. N `P t� N o O a3 N N N t N .4. '., O e co N co 8rasra3ra3 N< CD N O r N ...ow.. r N a3 CO N a3 O) N a3 O N O <a3ra3r r N r O N r N N r O a3 N N CO �ra3Na3NasN N N sr- CO N CO N O N 54.5" 0.c. O go O , r N 0 O O CO ,Ti O N N CO O a pp OD )n 0 m O O r)nr,Z3 r OD O O r O O <7agu3,v�,u0.- r O O °0 CO O {0 a0 W C. O CO CO O Co r C0 ,.-0,1- r CO O r 01- 0< O 0a- e- Cp 0e- O e- 4O 0N0c40N O co O co O 60.0" O.C. N � r N O N V °" N N et r O N pp N <- N � N - N CO [� N co O a3 N Of O O a3 �< 0) 0) < N `� < O ,'� a) <� O r N <�< er- O a) iV "• W ,0 O N N N� O W N 65.5' O.C. a' a3 O N r, a' ai O O a' a3 0 N N v 47 0 a r pp sr a3 0 O a as O r r a a3 0 a r a3 0 ') r a3 O 60 g a3 O 0 co s• a3 CO 0 co co g 5 CO co a ' a3 O r r a a9 o - ONaNaNO CO r ' a3 O s- a3 O r r r 5 CO a N a3 < O N a a3 0 N 71.0" 0.C. 40 PS r CO ? r 0 f0 ? r N m a < Y < O O ? < w O ��?i� r CO < O ? r CO •-n8? 0) CO O O O O, fi8I=,-?3 CA 0) C0 CO 0) CO r a- <n' r co CO < co ,:'- CO 40 r< N co nr,-N0Nt"N a) N co O O r m 0) 76.5' O.C. 'V' as o N a' a3 O O a' a3 O N N a a3 O a e.. m a a3 o a as,-8,- ororo' a N 8rr- a -W�o�o CO a ai 4O a •-as O a. -'rra3< W�ro a -�' a a 0) N ra3r `r N a 0) V 02 v rNa3NN et o 82.0" O.C. O `- < n CO .- ° CO r" N r O r O CO r a) O : < CO r CO r - °a3-a30g CO CO to r CO CO O 0) O O r ,- r0� < 60 - r CO `s-8- r r v-03.-03 8N O -N8N r m 67.5" C.C. CO r N r 003 N CO N N CO N , O O N O CO ar$ O e- CO N O e- a- O m .<- 0- CO O O a3 N CO O O a3 ,fir O 0 O a3 I, O O CO e- a- a- C .- m Is 0) r CP f` O NON r O O A O< N < O 1; co CO N ` . ,- N O h co N 93.0" O.C.r n O '� o C10 ,n r r r a O u3 r CO o�?3ru�� CO r O r W 00(04060 O co .r- o co O�ui'O�< CO aD r O' co er- O nrm< « N N 4r.. CO 0 O Naha ,- 96.0° O.C. N P N 0 N N N N < CO N. O N r O r N N r r.7 0 pp 8 O CO 5 N Of O N a3 O CO O O a3 `P W CO N <- O r r Cp 8'" O CD I, CO N r r r V O V r r < CO P CO N r r CD f: W N N< O N r O N- CO N NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (0.0.) no 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: DIM. L "X DIM. --►I 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. Rosati* a.,swa _ Oahe mar FJC lbi 9) FK mme OOK oft 7/1403 litatokeur e wvasbut NEW SHEET Cb010dBp Oafs 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX MN NOCOAO& FL 34274 PST Visibby 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 5.5/16° ELCO TAPCON PRODUCT RENEWED a" toolaylOg.vttb Ott FlnrpL BeltItug code Aozepbune No Eapbatlpp Date Dee ALUMINUM PICTURE WINDOW, IMPACT Seekettolet PW-701 Stir NTS 11 a 12 ors 4259 -3 13 //‘ t� P.E PE #39712 StuOaal TABLE 4. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE ANCHOR TYPES: WIND. "X' O w (.3a. ¢ 1- > WINDOW "Y° DIMENSION 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3.114' ELCO TAPCON 4. 1/4' ELCO SS4 CRETEFLEX 5. 5/16" ELCO TAPCON 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. 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 ¥X Y X Y X Y X Y 49.0° O.C.tB m N N n CO t� N o m c'3��3 N N m m N N N '. CO d. gal.- CO m N �. CO a • -w�w�� w m .N- �. w m N ��'�r CD N m n CO w CO N m w< m cm m CO m n O CO N CO N ,_ m i.... n co m CO <.4 N CO e- VV .<- CO r��'N�'N te .4. n m N m N 54.5" 0.c. 03 95 O '44 03 0 O O CO 0N0N9sa53a O m O N O O 0 0 m a,0wN O co .-0as O O N5a5a5coa0 co w O w O w n co O a O m n m aNa�- O O P mraN0N n n P O 60.0" O.C. N N r n tel 0 CO v'3 a) VV CO N< N Nwm CO 0 a .- N sr a- mw m 0 w N w m N< N a- co CO tFs CO N m 53 w N m a1 wmtow CO n`. at , CO 0.- N a- CO r mmw� m in CO ,n N .- N' N �mnw co n, a m 0 N N N 65.5" O.C. sr (� o N n C�3 o O t� .- to R�3 O r N '',2 CO sr m C� O m m w CO o w n r f� O r t� o r n as � C� o w 03 CO (� 0 r O r - ID {� co m et to 0 N - s- t7i 0 t-- a m m .;-- n VI 0 N CO O N 71.0' O.C. CD r� N n m t'>s o m: CO CO m _7 `- r; .- m d3 ,- n w m tai w F. r m •- m .- P CO N .- m n030) CO m r m m N .- m ai m- tames m r m e3.- m of ta100) m 3t m- r; CO N m- ai co m n N m N PRODUCT REco.V EO 011eoapisiag ion no Piot* BOW* Cole eNa 8"I%IZ.IO 6>pDm Z t4 78.5" O.C. v to O `- N ,_ is V' A O O a c$ O N '.. to V A O N .- N d. w V CO v to O .4. co CO CO w •t as O w m CO = It A 0 r a t� 0 CO n m w et as O m 5 w a i3 O CD 5 w N . m Y,i. CO at r w - or 0 CV .- m m CO V` _ w iV r a e" el. N .- CO v r- n a .- w N d' A OP N 82.0" O.C. CD n m o o N m tO Nva N ci m •- CO m V P CO �� CO w m_ w CO �s _D r m s_ .- n m a, ° m w' m mma 83 w i3 m m ° m r mmvN`i�m m 43 CO r�5 ao m n ID n v e� m N CO _ N � 1t�4eF1 1.L(Ah ObtdoM�ie7hebRC 87.5° O.C. co to .N- N r. n m to N O m r r CO N .- m CO 0 N N r N m r CO ,4. '- to m u� N ,4. c m m `' r CO w CO u0 .N- w m w n m 5- C CO A< N CO r m m® w o 40 ` cq w CO 8i N m w CO m ,4. ' eD m r w .- CO A N .- CO m co CD m ti w N - e- m A- N N .- m t0 ,4. � n m r CO N m 0 N N 93.0" O.C. CO 3 N �. n m ° < O CO r ° Ni .- m CD �n .- N P N w d. CO SP, < a CO CO CO w to t93 .- wt� CO n m 0 .- Co a0 .- �� a m m w CO o m w CO u0 .= CO w d. e. m d. `'wr w - co .- m m m u'w a N .- r CO Z3 V. VV V- m t�rw u, Y n N m .- N V DUCT RESTED Ot�7pI21ag1eD4 the Florida !Adam Code I .I Qb Dale �a -±�L 2D0 ,. „ Pmdeet .8r.1r ;:, • 96.0" O.C. CV N < is. N ° CO Pi CO N ;"- CO tel N `" N m is CO a a- CO N .ct °- CO m r m a N w m � N- n .- N � ° = N = N .- m m t'3 w N '� m �3 w N CD 5 w cr, a _ m 03 3 w P r N � to a en m CD r tO CV � < N N s- ..- m 11) a a n m O NOTES: 7 . ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: "Y" MAX. ON- CENTER (O.C.) °X' AND 'Y" DIMENSION FROM TABLE 4 (MIN. 2 1/8" O.C. CONCRETE SUBSTRATE) DIM. MAX. 81/2" FROM CORNERS L /7/,----- fR./0 .E. FE 139712 stwtwai 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: "x, 1 FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIME I tH OR CIRCUMFERENCE, NOT EXCEEDING 81/2' DIM - AND USE THE ON- CENTER FROM ANY CORNER Arad* was •� a.eyaa ANCHORAGE. CONCRETE SUBSTRATE ,J, FK , 4 9/4/07 ?Widow 8 NEW 3t�T 1070TECHNOL YOHNE NOICObgB, Ase275 P.O. KW 1579 1°'' ALUMINUM PICTURE WINDOW, IMPACT Dam er• FJ( 9e� Cleiar 7/14/03 as ea.Yeaer Oft I NOKOMIS, A 34274 Visibly Baler asree"rt PW-701 a.r NTS I EA.t I I 12 0 12 1 awsew. 4259 -3 awe B MIAMI DADE 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.iov/buildin2code 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 32.1 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 Pe Product Control , m ' r NOA No. I : .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11 /21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.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 i 0 3/06, exp'f • •! 5/22/08. Manuel P P.E. Product Contro finer 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 } x 0 } x 0 x x 0 } x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 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, X0, OX, XOX AND O 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 4- "X0X" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR H "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" &` "OX" CONFIGURATIONS SEE SHEET 9. £4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS • MAX. 13" SPACING (2) ANCHORS 3' APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 114" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. £7. REFERENCE TEST REPORTS: FTL- 3580, FTL- 3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. ae ""sr F.K Rend By F.11 3/25103 Dem ate: B PRODUCT TIEF4PW 9 as cocgr'.ylegwi 6°x P?artds Aszaptcracz ADD 13/1B"LG. Li MOVE GLAZING DETAILS TOSHEET2 aeve4 ar F.K. 7/70/03 6123105 Reams NO CHANGE THIS SHEET 0ee"brs Derem ar Mix CheolWar F.K. 12/17/02 ADD 78 "Hr., GLASS TYPES FAND G. REVISEANCHORAGE. Derr: 1070 IEC4VOLOGYDRIVE NOKOMIS, FL 34275 P.C. BOX 1520 NDKOMIS, 7134274 T Vestb& Better NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT Smvwoeer CA -740 NTS Shear 1 "13 u"tsae 7045.8 D e (1/2 (/6, Lucas 0. Turner, P.E PE #58201 Mechanical 0 7 /10/03 Reemn": C NO CHANGE THIS SHEET A 1/8" ANNEALED OR .090 PVB tNTERLAYER HEAT STRENGTHENED - 1/8" HEAT STRENGTHENED GLASS GLASS .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS der F.K. s, F.K 30 31 86 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS f- 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 3116" HEAT h.- STRENGTHENED GLASS .65" NOM. GLASS BITE Dem 3/25103 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 .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL aeMebw: B REDRAW GLAZING DETAILS 8 ADD 13/16"1O. Bomar F.K 6!23/05 B"Wbec D ADD 13/I6"LAMI LG. W /7 /I62AM18 CORRECT 5/IS-L9M/ DETAIL pxanBr Dam: ChetliMBr pate. F.K. 03/25103 1070 TECHNOLOGY OWE 508(08/8, FL 34275 P0. BOX 1529 NOKOMIS, 04.34274 Visibly Better GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT aw""me CA-745 Suer NTS Sheet 2 " 13 Dew 7045 -8 Lucas A. Turner, P.E. PE 950201 Mechanical CENTERLINE 1 1/2" 1 1/2" ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) Revml6y F.K Rasa By F1( Revd eY F.K SEE MID -SPAN ANCHOR DETAIL TYP. (2) SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. ,III TIM .ur 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. 4" MAX. 1 4" MAX.-I 1 141/2" MAX. C. TYP. 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 30" MAX. --DAYLIGHT -- OPENING ELEVATION "B" -'70C. (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 13" MAX. O.C. Date 3 4" MAX. 4° MAX. Raab me / \ < / �. 4 % \ 2—( \ \ SEE MEETING \ ^RAII,,DETAIL 30" MAX. --DAYLIGHT -- OPENING ELEVATION "B" -'70C. (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 13" MAX. O.C. Date 3 4" MAX. 4° MAX. Raab me / V \- \ O \ 69" MAX. DAYLIGHT OPENING 1-- 37" MAX. VENT TYP. 13" MAX. O.C. I J 60" MAX. FIXED A 76" MAX. HEIGHT 1 141/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - °XOX" (SEE SHEETS 7 -9 FOR PRESSURES) A 69" MAX DAYLIGHT OPENING 76" MAX. HEIGHT ELMILVED PRODUCT eOD lg,. &plan;, *0: AseLTItm,r 1'77, CHANGE SHEET NO. REFERENCES Dab 7/10/03 Date: 0/23/05 RevLbac C Redstarts: ADD HINGE LOCATION DETAILS CHANGE MAX. HT. TO 76* AND MAX DLO TO 80' Dam Bp. F.K Da": 12/17/02 ch■4444 ar 1070 TECHNOLOGY DRIVE NOKOMI5, FL 34275 P.O. SOX 1520 NOKOMIS: FL 34274 pcT_ j BQIr¢r - XX" & XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 13 Dmve"o 7045 -8 Lu®a A Turner, P.E. PE 858201 Mechanical Jav F.K asawsy F.K. Raved FK 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 325103 Der OM: 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY Re.,: S CHANGE SHEET NO. REFERENCES 13" MAX. O.C. 4" MAX. 37" MAX. WIDTH 30" MAX. •• DAYLIGHT OPENING 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 4" I+ SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 14 1/2" MAX. O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 4" MAX. 97* MAX. WIDTH 30° MAX. DAYLIGHT -.- OPENING • SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX O.G. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING A 69° MAX. DAYLIGHT OPENING 4" MAX. 4" MAX. -.I ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) 53° MAX. DAYLIGHT OPENING r (1 Y 1 �- -13° MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) F- 4" MAX. 1--- - "-�- -13" MAX. O.C. I -� 1�-- +37" MAX. VENT 60" MAX. FIXED - SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 76" MAX. HEIGHT PRODUCT RENEWED es complying *lb the ThaMD %Ming Csas Acupls5c2 IVs Espinosa Reviskm C ADD HINGE DETAIL & HINGE LOCATION NOTES 7/10/03 "erbbrr Deem ay F.K. 12/17/02 F.K. CHANGE MAX. HT. 70 76' AND MAX. DLO TO 83* Del°: 1070 TECHNOLOGY DRIVE NOHOMIS, FL 34275 P0. BOX 1529 NOKOMIS, FL 34274 �T VLdre6'erte^r "X", "0", XO "& OX"ELEVA77ONS ALUMINUM CASEMENT WINDOW, IMPACT S 1u,YaL° CA-740 NTS —t 4 w 13 ewe 7045 -8 Lucas A. Tumer, P.E PE 958201 Mechentcal COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1 /8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1/8 "HS) "X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG 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 - 90.070.0 _. -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 -96.0 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 26112 A -90.0 70.0 -90.0 70.0 -90.0 0.0 70.0--90.0' _ 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 68A -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53A 53A -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 "'�� Raft ■�4a �. _ Z A+'�wr 4,4 ,,, PRODUCT MEWED in courplying with the Wang Crab AaeplaasE Ida O1:. 0 ,,.. • -, „,,, Date :!_4!/4 6� Bg // /, •.fa .,,...,.r ,.' Flfidpq. 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 70.0r 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 - 43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587. GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) F.13/16" LAMI (1 /8 "A,AIR SPACE,7/16" LAMI -W/ 3/16 "A,.090,3/16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 NOTES: X 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. I I/ Lucas A Turner, P. E. PE #58201 Mechanical R .aaa7, F C Mar 3/25/09 eteserr B ADD GLASS TYPE E TO TABLES 1& 4 1070TECHNOLOOYDANE flacons, FL 34275 P.O. SOX 1528 Noxofals, FL 3arra - PRESSURES- XCONFIG. WINDOWS NBVPn5 FK. �& 7/10/03 Ra,bMS C NO CHANGE THIS SHEET Tm' ALUMINUM CASEMENT WINDOW, IMPACT °��' F.K. °� 5 /23/05 D REVISE ANCHORS &ADD 75- HEIGHT OPTION m.�er F.K. e.ft 12/17/02 creme" By a,% Visrbly Better cacao NTS 5 13 7045-8 R. 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 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 NEG -75.0 POS 70.0 NEG -75.0 POS 70.0 NEG -75.0 POS 70.0 NEG -75.0 POS 70.0 NEG -75.0 POS 70.0 NEG -75.0 POS 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 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 53 1/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -89.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58.0 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 88.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 X X 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -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 (1/8 "HS,3/8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-90.01 70.0 TABLE 5A. A "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" LAM! (118 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16A,.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. Reeatl6T Rend HT. Ra Nom. F.K. PRODUCT an complying Mgt the F1af pp}p a : • s Ore. BT F.K bah: 02305 RMebtia: REVISE ANCHORS 8 ADD TABLES 76• HEIGHT OPTION Daft: 12117/02 [ hacked By 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Pc ,T V Bibb Better PRESSURES - XX CONFIG. WINDOWS khr ALUMINUM CASEMENT WINDOW, IMPACT s"emmaee CA -740 4mc NTS 8 6 m 13 7045 -8 Rein D 1(' 7c's Luca" A. Turner, P.E. PE 958201 Mechanical OMPARATIVE ANALYSIS TABLE 8. GLAZING OPTIONS: "0° & "1/4- 1/2 -1/4 XOX° WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL-4807, FTL -4608 A. 5/18" LAMI (1/8"A,.090,1/8 "HS) B. 5/18" LAMI (1/8"HS,.090,1/8 "11S) C. 7116° LAMI (3/16"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 (1/8"A,AIR SPACE, 7 /16" LAMI -W/ 3/16"A,.090,3/16"HS) HEIGHT 28 31 36 38 3/8 43 48 50 5/8 54 57 60 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -80.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 422 -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 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 A - 75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 - 52.8 52.8 -49.9 49.9 - 46.4 48.4 - 43.5 43.5 -41.1 41.1 -38.6 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 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 A -75.0 70.0 -75.0 70.0 - 67.8 67.8 - 62.1 62.1 - 55.7 55.7 - 49.8 49.8 -48.9 48.9 -43.6 43.6 -41.1 41.1 - 38.6 38.8 -36.6 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 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 -87.4 70.0 A -75.0 70.0 -75.0 70.0 52.4 62.4 -58.4 58.4 - 83.3 83.3 -58.4 58.4 - 53.4 53.4 -50.0 50.0 48.9 48.9 - 44.3 44.3 -41.9 B,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 - 76.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 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 -84.5 70.0 -79.7 70.0 A -75.0 70.0 -70.3 70.0 - 58.0 58.0 - 54.6 54.8 -59.3 59.3 - 53.6 53.8 - 50.9 50.9 -47.5 47.5 - 44.7 44.7 - 42.1 42.1 -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 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.0 - 78.9 70.0 - 72.4 70.0 A -75.0 70.0 - 85.0 65.0 -54.3 54.3 -51.1 51.1 - 55.1 55.1 -51.4 51.4 - 48.6 48.6 - 45.3 45.3 - 42.5 42.5 - 40.4 40.4 -38.4 B,E -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 C,F - 90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.0 70.0 - 80.9 70.0 -75.0 70.0 -70.7 70.0 - 87.3 87.3 A -75.0 70.0 -60.8 80.8 -51.3 51.3 - 48.3 48.3 -52.7 52.7 -48.7 48.7 -48.9 48.9 -43.5 43.5 -41.3 41.3 -392 392 -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 -75.0 70.0 -75.0 70.0 -74.3 C,F -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -81.2 70.0 -75.7 70.0 -70.3 70.0 -88.8 66.8 - 83.5 83.5 A - 75.0 70.0 - 58.7 58.7 - 48.7 48.7 - 45.4 45.4 - 50.0 50.0 - 48.1 48.1 -44.2 44.2 -422 422 40.1 40.1 -38.0 38.0 -38.2 B,E -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -88.8 70.0 -76.4 70.0 -71.1 70.0 -86.5 88.5 - 63.0 63.0 -60.0 60.0 A -75.0 70.0 - 58.2 582 -47.9 47.9 - 44.5 44.5 -49.1 49.1 - 45.3 45.3 - 43.4 43.4 -41.9 41.9 - 39.8 39.8 -37.6 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 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -86.9 70.0 -76.0 70.0 - 70.1 70.0 - 65.4 65.4 -81.8 61.8 -59.1 59.1 A - 75.0 70.0 -57.1 57.1 - 48.4 48.4 - 43.3 43.3 -47.5 47.5 - 43.9 43.9 -42.2 42.2 - 40.8 40.8 - 39.1 39.1 - 372 37.2 -35.4 B,E -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 -70.8 C,F - 90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 - 84.3 70.0 -72.5 70.0 - 68.4 68.4 - 63.6 63.8 -80.1 80.1 - 57.5 57.5 A - 76.0 70.0 - 58.2 582 -44.8 44.8 -42.1 42.1 - 482 482 -42.6 42.5 412 412 - 39.8 39.8 38.6 38.5 - 38.7 36,7 -34.8 B,E - 75.0 70.0 -75.0 70.0 - 76.0 `/0.0 - 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 59.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 -66.7 66.7 -61.8 61.8 -58.7 58.7 - 55.9 55.9 -53.2 A - 742 70.0 -55.0 55.0 -43.4 43.4 -40.9 40.9 -44.8 44.8 -41.3 41.3 -402 402 -38.7 38.7 - 37.6 37.6 - 36.1 38.1 -342 B,E - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 - 75.0 70. -75.0 70.0 - 75.0 70.0 -75.0 70.0 -722 70.0 -88.4 C F - 90.0 70.0 - 90.0 70.0 -90.0 70.0 - 90.0 70.0 - 79.4 70.0 - 89.0 89.0 - 84.9 64.9 - 80.4 80.4 - 57.3 57.3 54.5 54.6 -51.6 A -72.9 70.0 - 53.4 53.4 -42.2 42.2 - 39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 -37.6 37.6 - 38.7 36.7 - 35.5 35.5 -33.7 33.7 B,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 87.4 C,F -80.0 70.0 - 90.0 70.0 -90.0 70.0 - 90.0 70.0 - 77.1 70.0 - 67.3 67.3 - 63.3 83.3 - 59.1 59.1 - 55.9 55.9 - 53.0 53.0 -50.0 63 67 72 76 NEG POS NEGIPOS NEGIPOS NEGIPOS 39.7 70.0 - 90.0 70.0 - 55.0155.0 -55.01 55.0 - 55.0155.0 38.6 70.0 -90.0 70.0 - 55.0[55.0 -55.01 55.0 - 55.0155.0 36.5 70.0 -83.2 70.0 - 55.0155.0 - 55.0155.0 -55.01 55.0 41.9 70.0 75.6 70.0 - 55.0155.0 - 55.0155.0 - 55.0165.0 39.7 70.0 -69.2 69.2 - 55.01.55.0 - 55.0155.0 - 55.0155.0 38.4 70.0 - 64.1 64.1 - 55.0155.0 - 55.0155.0 - 5321632 37.1 70.0 -60.5 60.5 - 55.0155.0 - 52.6152.6 - 49.6149.8 362 70.0 57.3 57.3 53.8153.8 - 49.4149.4 - 4821482 35.9 70.0 56.4 56.4 - 52.8152.8 -48.41 48.4 4521452 35.4 70.0 -54.8 54.8 51.1151.1 - 46.8146.8 - 43.6143.6 34.8 69.6 53.2 -49.4149.4 - 452145.2 - 42.6142.6 34.2 68.4 51.8 -47.8 47.8 - 43.6 43.6 -41.7 41.7 5012 531/8 54 5512 57 5812 120 1 4 x 1 2 0 1 4 x 0 wesn� the PROMO' MEWED 1 com *btS 1bewN3 Se4dto8CWe AccepOa tcoNo Date 50.0 .48.31 46.3 42.8142.8 40.8140.8 TABLE 7. "0" & "1/4- 12 -1/4 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 716" IAMI (3/16"HS,.090,3/18"HS) ALL "0" SIZES UP TO 60" WIDE x 63' HIGH AND ALL "114- 12 -1/4 XOX" SIZES UP TO 120" WIDE x 83" HIGH 1 -90.01 70.0 TABLE 7A. "0" & "1/4- 12 -1/4 XOX" WINDOWS TEST REPORTS: FTL-4607, FTL -4808 GLAZING OPTIONS: D. 7/16" LAMI (3/18"HS,.090,3/161HS) G. 13/18" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/161HS,.090,3/18"HS) ALL "0" SIZES UP TO 60" WIDE x 76" HIGH AND ALL "1/4-1/2-1/4 XOX° SIZES UP TO 120" WIDE x 76" HIGH 1- 55.0155.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A 114" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Render F.i( 3175!03 Rrnwme: B ADD GLASS TYPE E TO TABLE 0 FIC 7/10/03 NO CHANGE THIS SHEET F.X. F. K. 6/23/05 Paw 12/17/02 O CHANGE ANCHORS AND ADD 76"HT. OPTION uu radar ft.: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visib/y Better PRESSURES- 0 & 1/4- 1/2 4/4 XOX CONF/G. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 Suess 7 m 13 Lucas A. Timer, P.E. PE 858201 Mechanic"! COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "113 - 113 -113 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.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 • NEG POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 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 53 118 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 87.5 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 -87.7 67.7 - 64.9 84.9 - 62.7 62.7 -60.4 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 -60.0 60.0 -58.5 58.5 - 56.2 56.2 -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 - 66.4 66.4 - 582 58.2 -55.6 55.6 -52.6 52.6 -49.4 49.4 - 45.9 45.9 -43.1 43.1 70.917 106 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -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 52.8 -49.9 49.9 - 46.4 46.4 - 43.5 43.5 -41.1 41.1 - 38.8 38.6 1 3 X 1 3 0 X X 0 O 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 (1/89- IS,.090,1/8 "HS) E. 13/18" LAMI (1/8 "HS,3/8° SPACE,5 /16° LAMI -W/ 1/(rHS,.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 83" HIGH 1-75.01 70.0 TABLE 10. "7(O" 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"FIS) 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 IOA. ''XO" or "OX" & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) F.13/16" LAMI (1 /8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16"HS) 0 ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3 -113 -113 XOX" SIZES UP TO 111" 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. P.m/ By F.K RsvedBy F.K. Read By. F.K Detre 3/25/03 , tax 7/10/03 e Revtrlanx ADD GLASS TYPE E TO TABLE9 NO CHANGE THIS SHEET 6/23/05 Revision..' CHANGE ANCHORS AND ADD 75- HEIGHT OPTION &a dey F.K 12/17/02 Checked By 1070 TECHNOLOGY DRIVE N0ICOMIS, FL 34275 P.C. BOX 1529 NOKOMIS, FL 34274 PST Visibly Better PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Smvemmt CA-740 NTS Sheak 8 13 7045-8 vac- Lucas A. Turner, P.E. PE 058201 Mechanical COMPARATIVE ANALYSIS TABLE 11. "XO" or "OX" & °XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL-3729, FTL-4607, FTL-4808 GLAZING OPTIONS: A. 5/18" LAMI (1 /8 "A,.090,118"1-IS) B. 5/16° LAMI (118 "HS,.090,1 /8"HS) C. 7/16" LAMI (3/16 "A,.090,3 /169 -IS) E. 13/18" LAMI (1/81HS,3/8" SPACE,5/16° LAMI -W/ 1 /8 "HS,.090,1 /8"HS) F. 13116° LAMI (1/8 "A, AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /18"HS) HEIGHT WIDTHS "XOX" VENT FIXED 26 38 38 3/8 43 48 50 5/8 57 80 63 67 72 76 NEG POS NEG POS NEG POS NEG 89.264 19.125 31.014 88.919 24 38.919 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 POS 70.0 NEG POS 64.9 NEG POS NEG POS NEG POS NEG POS NEG POS -64.9 -60.6 80.8 -58.1 58.1 56.1 -53.3 63.3 -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 A -90.0 -75.0 70.0 70.0 -90.0 -69.1 70.0 69.1 -90.0 -83.4 70.0 63.4 -90.0 -56.5 70.0 58.5 -90.0 -50.4 70.0 50.4 -90.0 -47.5 70.0 47.5 -90.0 70.0 44.1 -90.0 70.0 -90.0 -39.2 70.0 392 -90.0 -36.9 70.0 36.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 -55.01 55.0 -55.01 55.0 C,F -90.0 -75.0 70.0 70.0 -90.0 -80.5 70.0 60.5 -90.0 -57.2 70.0 57.2 -90.0 52.1 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 95.973 27 42.973 82.1 -55.2 55.2 -52.6 52.6 -49.1 49.1 48.2 -43.6 -41.1 41.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -53.5 70.0 53.5 -90.0 -50.4 70.0 50.4 -90.0 -54.5 70.0 54.5 -90.0 -50.7 70.0 50.7 -90.0 -48.2 70.0 -87.0 70.0 -81.9 70.0 70.0 -73.1 70.0 -55.01 55.0 108.649 30 48.649 48.2 -44.9 44.9 -42.0 42.0 -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 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 -84.7 115.892 32 A 51.892 -75.0 70.0 -49.9 49.9 -48.8 46.8 -51.3 51.3 -47.4 70.0 47.4 -79.5 70.0 -73.8 70.0 -45.5 45.5 42.7 89.7 88.3 -63.1 63.1 -55.01 55.0 40.7 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 -73.2 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -47.3 70.0 47.3 -90.0 -44.0 70.0 44.0 -90.0 -48.4 70.0 48.4 -78.6 -44.7 70.0 44.7 -73.2 70.0 -68.3 88.3 84.8 -61.4 61.4 -58.8 58.8 -55.01 55.0 122 33.687 54.627 -42.8 42.8 -41.4 41.4 -39.5 39.6 -37.5 37.5 -35.7 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 -74.9 70.0 -71.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 89.4 -64.7 84.7 -61.0 123.135 34 55.135 A -75.0 70.0 -48.8 46.8 -43.8 43.6 -47.9 47.9 -44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 58.4 -55.7 -52.1] 52.1 -47.7147.7 -44.6144.6 -37.3 37.3 -35.5 35.5 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 70.0 -71.0 70.0 A -90.0 -75.0 70.0 70.0 -90.0 -45.5 70.0 45.5 -90.0 -42.6 70.0 42.8 -85.0 -48.7 70.0 46.7 -73.1 -43.1 70.0 43.1 -68.8 -41.6 88.8 41.6 -60.5 60.5 -57.9 -552 552 -51.51 51.5 128.000 34.791 58.418 -40.2 402 -38.7 38.7 36.9 -35.0 35.0 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 -73.7 70.0 -70.1 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 130 35.898 A 58.209 -74.4 70.0 -43.8 43.6 -41.2 41.2 -45.1 45.1 -71.3 -41.5 70.0 -67.3 87.3 62.5 -59.2 59.2 -58.5 58.5 -53.8 53.8 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 36.2 -34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.6 C,F A -90.0 -74.3 70.0 70.0 -90.0 -43.5 70.0 43.5 -90.0 -41.0 70.0 41.0 -79.9 -45.0 70.0 45.0 -69.3 -41.4 69.3 41.4 -65.3 -40.3 85.3 80.6 -57.8 57.6 54.7 -51.9 51.9 -48.1148.1 41.9141.9 130.378 38 58.378 B,E 40.3 -38.8 38.8 -37.6 37.6 -38.1 -34.3 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 -72.3 70.0 -68.5 68.5 -90.0 70.0 -90.0 70.0 134 37 80 A B,E -72.9 70.0 -42.2 42.2 -90.0 -39.7 70.0 39.7 -79.6 -43.5 70.0 43.5 -69.1 -40.4 69.1 -85.1 -39.2 60.5 -57.4 -54.6 54.8 -51.7 51.7 40.4 39.2 -37.7 -35.5 35.5 -33.7 33.7 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 -73.3 70.0 -71.0 70.0 -87.4 41.8141.8 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 87.3 -63.3 -59.1 XO° & Or WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 GLAZING OPTION: D. 7/16" LAMI (3/18'HS..090,3116"HS) ALL °X0X" SIZES UP TO 134" WIDE x 83° HIGH WITH 37° MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH AND ALL °X0° or -or SIZES UP TO 97" WIDE x 63" HIGH WITH 3r MAX. VENT WIDTH AND 60° MAX. FIXED WIDTH TEST REPORT: FTL-3580 70.0 TABLE 12A. ALL "X0X" SIZES UP TO 134° VVIDE x 78° HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76° HIGH WITH 37' MM. VENT WIDTH AND 60" MAX. FIXED 1NIDTH 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A 1/4° SS4 CRETE-FLEX ANCHORS. 2. IF INSTALIING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. RevadS7 F.K News Ry. F.K Ruse Rl F.K Deter 3/15/03 ✓>ela: Rev ios 5 0 UNEQUAL UTES UNEQUAL LITES 0 UNEQUAL LITES as trom7134:43; Mit die Fat tiattire ADD GLASS TYPE E TO TABLE 11 7/10/03 RM C NO CHANGE THIS SHEET Drawn ey F.K Date: 8/23/05 Re.temm: CHANGE ANCHORS AND ADD 78" HEIGHT OPTION Date: 12/17/02 ChentedBy 1070 TECHNOLOGY DR1VE NOKOMIS, FL 34275 PAGT_ Visibly Bette, PRESSURES- UNEQUAL. CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOVV, IMPACT SonssAtealet NTS Sasst 9 13 7045-8 Lucas A. Turner, RE. PE 958201 Mechanical REFERENCE "XO " & "XOX"FRAME ASSEMBLY DETAIL, SHEET 11 A REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q 1 MAX. VENT DAYLIGHT 0 OPENING (SEE SHT. 3) MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) Om HORIZONTAL SECTION - XOX fREFERENCE 'XX FRAME ASSEMBLY DETAIL, SHEET 11 Q MAX. VENT DAYLIGHT OPENING ►I (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT HORIZONTAL SECTION - XX W W W MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X PRODUCT es cum�yleg RENEWED w1 h the F7al8c No J: • I) • Date IS�r201$ tf� Renter F.K 326/03 Rwbd= 0 ADD 19/10.1G. GLAZING BEAD ITEM Rem er FJG Date: 7/10/03 Rewmre SHOW TOP HINGE Rated By, F.K 823/05 Reweave CHO SHT. NO. REF. AND ADD GEM 89 MOWitr F.K tmkr 12/17102 Clacked ay Data 1070 TECHNOLOOYDRNE NOKOMIS, FL 34278 P.O. BOX 1529 NOKOMIS, n34274 VLribly Better SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT s.,mnewes CA-740 SW. NTS 10 m 13 7045-8 1Vir /off" LuC5s A. Turner, P.E. PE #58201 Mechanical FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. 0.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB f "0" FRAME JAMB ReMO F.K. Rawer FK Rowel* F -K "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL 3125/03 rye 7110103 623/05 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 "..c b 6 MAIN FRAME ASSEMBLY DETAIL 1.376" .095 "-F .440" CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 1.159" 2.139" SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A .062" NOM. 2.919" 2.784" - FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A PRODUCT RENEWED as aao1lylagwlt Malec Minn ?Ceya :fa NO CHANGE THIS SHEET 94."9y- AK Revisions: C ReWbw NO CHANGE THIS SHEET ADO ITEM 89 Da. 12/17/02 cheated Br Dave 1070 TECHNOLOGY DANE 50140195, FL 34275 F.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 Smt: Sash bapgRO. NTS 11 13 7045.8 Lucas A Tamer, P.E. PE 959201 Mechanical PARTS LIST ITEM ITEM DWG # PGT. # DESCRIPTION 7025 1 7002A 74 MAIN FRAME - HEAD, SILL & JAMBS 2 1155 78IPQA #8 X I QUAD PH SMS #8 X .750 QUAD PN SMS 3 7008 FRAME CORNER KEY 81 4 781PQA #8 X 1 QUAD PN SMS 1/2 "XI2°X1/8" CLOSED -CELL FOAM TAPE 7010 5 7003A 83 SASH - TOP, BOTTOM & SIDE RAILS 6 1155 781PQA #8 X 1 QUAD PH SMS GLAZING BEAD (13/16" 1.0.) 7 7017 67017K BULB WEATHERSTRIP .187X.240 (2) L1TES OF 1/8"HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 8 7009 13/16" SASH CORNER KEY 3/16A & 3/16HS GLASS WITH AN.0901NTERLAYER - SOLUTIA 011 DUPONT PVB 9 7024 13/16' MAXIM A3,ULT1 -POINT LOCK , 3 /16H3 & 3/1611S GLASS WITH AN.090 1NTERLAYER - SOLUTJA OR DUPONT PVB 10 7026 67071 LOCK SUPPORT PLATE I1 #10-24 X.562 PIN. PN. TYPE F 12 7014 MULTI - LACK KEEPER (611 & L.H.) 13 1157 78X78PPSMS 08 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 #8-32 X.375 PH. PN. TYPE 21 7032 STUD BRACKET (L.H. & R.H.) 22 7858ZA 08 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. PILL. 30 5/16" LAMINATED (I/8A & I/8HS GLASS) .090 JNTERLAYER- SOLUTJA OR DUPONT PVB 31 5/16" LAMINATED (1/811S & 1/8HS GLASS) .090INTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3/I6HS GLASS) .0901N1ERLAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3/16115 & 3 /16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5 /161 41 7042 GLAZING BEAD (7 /16") 43 1224 6TP247 VINYL BULB WSTP (THICK) 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 08 X.500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 68 712X1PPT #12 X I "P1L PHIL. TEK. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE Roved fly F.K F.K. 8.ftm sit Rw°49y FK. elem Or F.K. Thew 328/03 ORR 7/10103 Data 623105 PARTS LIST CONT. ITEM DWG # PGT. # 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" 1.0.) 86 13/16" LG. GLASS (1/8°105, AIR SPACE, 5 /16 °IAMI) 5/16° LAMI = (2) L1TES OF 1/8"HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16" LG. GLASS (1/8114, AIR SPACE, 7 /16"LAMI) 7/16" LAMI = 3/16A & 3/16HS GLASS WITH AN.0901NTERLAYER - SOLUTIA 011 DUPONT PVB . 13/16' LG. GLASS (1 /8"HS, AIR SPACE, 7 /16 °1AM1) 7/16° LAMI= 3 /16H3 & 3/1611S GLASS WITH AN.090 1NTERLAYER - SOLUTJA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706° .050" .865" 0 5/16' GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523" -►1 .050" r- .865" 41 7/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .040" 1.000" .423" I--- CCASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 993" r-F.289" ( .040" - .172" .870" ((( .050" I+- .569" O13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 .125" .062 "��I I� .093 " - 67 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 i 2.701 8 ADD 13/18- LG. GLASS B OLATINO BEAD Bens", NO CHANGE THIS SHEET Rwtrmrm: D 12/17,02 GieN""ey ADD EQUIV. TO ITEM 44, SILICONE AND ADO ITEMS 87, 88AN089 Oww 1070 TECHNOLOGY DRIVE 9060,19S, FL 34275 P.O. BOX 1523 NOKOMIS FL 34274 Visibly Better Mama PARTS LIST & EXTRUSIONS 5- ALUMINUM CASEMENT WINDOW, IMPACT sw"am". CA -740 NTS 12 ' 13 wwro,Ra 7045 -8 Raw D Luce, Lmer, PE A 9516201 P.E. Metlmnk,l J A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM - ASEE NOT;._ 1 1/2" I MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ASEE NOTE 1 A SEE NOTE 4 1/4° MAX. SHIM ASEE NOTE 1 r A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM - r- A SEE NOTE 2 ,A SEE NOTE 4 1141 111 ',. 1111 111:11P,111illlw 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK ;I "III Iill' IIIlI011 ❑uIIl. 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE A SEE NOTE 4 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM SEE NOTE 1 SEE NOTE 4 1 1/2" L.-- MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK -+-I 1.1/4" MIN. FIXED UNIT FRAME TO CONCRETE r 1111 1 1 1, 1111101111111> 111 A SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. Raistomx K. 8 Rawl ar F 3/25/03 NO CHANGE THIS SHEET Rend .3r FK Roma F.K Drum By F.K 7/10/03 REVISE NOTES AND REMOVE 3/18' TAPCONS fl 614 SCREWS ti17/02 Roviskelic NO CHANGE THIS SHEET Checked Or 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS. FL 34274 G Visibly Better ratergoom ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS 5- 13 0 13 7045 -8 1 f 7C ( Lueas A. Turner, P.E. PE #58201 Mechanical MIAMI COUNTY 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.buldingcodeonline.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 hi 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 9/1105, 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. NOANo. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 PGT Industries 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. 1411-4957, 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. J 1'L- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) E -1 Manuel Per Product Control 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- 446447, 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 Edmundo 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 +i er NOA No. 07 a 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 6'05- 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 uel ' P.E. Product coml. i 41111 1 i er NOA No. 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5118" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/W HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/K EEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16° LAMI CONSISTING OF (2) LITES OF 1/8* HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/18" LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER E. 718* LAMI CONSISTING OF (1) LITE OF 3/18° ANNEALED GLASS AND (1) LITE OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB. 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. G. 13/18" LAMI IG: (1) LITE OF 1/8* HEAT STRENGTHENED GLASS, AN AIR SPACE AND W16" 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° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 518° LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER 1.13/18' LAMI IG: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/18° LAMI CONSISTING OF (2) UTES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16* LAMI 10: (1) LITE OF 118° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/18' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K. 13/16° LAMI IG: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716° LAMI CONSISTING OF (1) LITE OF 3/18° 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 IG: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS. AN AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3!18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER ®M. 15/16° LAMI 10: (1) LUTE OF 118° ANNEALED GLASS, AN AIR SPACE AND 5/16° LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXHKEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: 'or (1/1, VIEW AND RADIUS TOP, ALL WI LOW OR HIGH SILL OPTION) g. 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 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. . REFERENCES: TEST REPORTS FTL- 4845, FTL -4648, FTL -4847, FTL- 4648, FTL- 4849, FTL -4850. FTL- 4851, FTL -4723, FTL -4957, FTL -4958 AND FTL -5083. ANSUAF&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). Rowel* FJC Deft Aft 11/1368 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 PRODUCT REVISED p E J Ek F[e,Ma Atmpmeee ru *Win Code .,GTT.nWE tali 8 wader FJC Des 1n4/00 wWlmc A CHANGE NO7E8 3 8 7. ADD NOTE 9. ADD GLASS TYPE M TO NOTE 1. GZ.AZINOOPIIONS ACM F7L- 4723TONO7E7. nmer FJC 9/1/06 adedmer J.J. 2713/07 7070 TEOENO- 00Y DRIVE NO S. FL 34215 P.O. 89% 1829 NdCOMIS, FL. 34574 Pc-GT GENERAL NOTES nti ALUM. SINGLE HUNG WINDOW, IMPACT adrmc 771700 NTS Same 1 d 11 4040 -20 B Robert L Omit, P.E. PE 839712 Structural 118° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5118° NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE ® NOTE: LAMI ID OUTBOARD LITES MAY BE UPGRADED TO 3/18° WITH NO CHANGE IN DESIGN PRESSURE. aEXTERIOR INTERIOR E> (ALL SECTIONS) 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 7/18° LAMINATED 7/16" LAMINATED GLASS 1/8' ANNEALED OR HEAT STRENGTHENED GLASS -� f- .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .. 5/18" LAMINATED AIR SPACE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 13/18' NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/1$ ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED AIR SPACE 1/8° HEAT STRENGTHENED GLASS 13/18" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI Der Rer/Bp F.K Dels 11/1308 aam"F FJC Oshr 2408 ReWAbc ADD ITEM 92 TO6/WBLAM1 LG. GLASS AAA & LAM IIC NOTE NO CHANGE 7NISSHEET uao"F F.K >B1/0B CheriodOs J.J. 2237 1oro TECHNOLOGY DRIVE NOKOtAS, FL, 34225 P.O. MC 1529 NOKOMIS, FL 34214 FACT VttTh Bemer GLAZING DETAILS 1711x ALUM. SINGLE HUNG WINDOW, IMPACT Beis 104700 I Full 2 a 11 m.atira 4040 -20 3A/7 R"bmt L Olmk, P.E. PE #39712 Structural 1/1 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS WI HIGH SILL OPTION ® TABLE 1. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 63" 66" 88" 70" 72" 74" 76" 48" A,B,M ® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 60" A,B,M A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 410.0 +79.0 -79.0 62" A,B,M A +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 63118" A,B,M ® +80.0 -80.0 +80.0 -80.0 +79.6 -79.8 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 UP TO 53118" 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 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION A TABLE 2. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 3/8" 44" 50 5J8" 63" 72" 74" 76" 48" A,B,M® +80.0 -830 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 60" A,B,M, +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,M® +80.0 -80.0 +80.0 480.0 +80.0 -80.0 +78.9 -76.9 +70.0 -70.0 +68.6 -68.8 +67.6 -67.8 831/8" A,B,MA, +80.0 -83.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +88.0 -88.0 +66.7 .88.7 +55.5 -65.5 UP TO 63118" C,D,E,F,G,H,I,JK,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 OPTIONA BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH GLASS TYPE TABLE 3 WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. WI SASH= 76" FLANGED AND 75" INTEGRAL FIN) 531/8" D,E,F,J,K,L 17 1/8" I 22 11/16" 50.0 � -60.0 +8(1.0 � -80. + 0 28 3/16" l I 33 3/4" 0.0 -80.0 +60.0 -80 39 5/16" 4413(16" +8 -80.0 +70.0 1 -70.0 +70.0 1 -70.0 50 3/8" I 5515/16" +70.0 -70.0 +70.0 70. +7 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI- (1/8"A,.090,1/8°A) FTL -4647, 4648, 4723, 4957 B. 5/16" LAMI - (1/8 "A,.090,1 /8"HS) FTL- 4847, 4648 C. 5/16 LAMI - (1 /8"HS,.090,1/8"HS) FTL-4647, 4648 D. 7/16" LAMI - (3118"A,.090, 3/16 "A) F1L-4845, 4885 E. 7/16" LAMI - (3/16"A,.090, 3/18"HS) FTL-0845 F. 7(16" LAMI - (3/18"HS,.090, 3118"HS) FTL -4845 G. 13/18" LAMI IG - 1 /8 "HS, AIR SPACE, 5/18" LAMI - (1/8"A,.090,118"A) FTL -4646, 4723 H. 13116" LAMI 1G - 1/6118, AIR SPACE, 5/16" LAMI - (118"A,.090,1/8"HS) F11-4648 1. 13/16" LAMI 10 - 1/8"HS, AIR SPACE, 5/16 LAMI - (1 /8"HS,.090,1 /8"HS) FTL -4646 J. 13/16 LAMI IG - 118"HS, AIR SPACE, 7/16" LAMI- (3/16"A,.090, 3116"A) F1L -4649, 4650 K. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16HS) FTL- 4849, 4850, 4958 L 13/18" LAMI 1G - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/16H8) FTL- 4649, 4650 M. 13116" LAMI 10 - 118"A, AIR SPACE, 5/16" LAMI - (136A,.090, 1/8"A)A FIL5063 "0" MEETING RAIL "X" SfSH "O" MEETING RAIL "X° "0" MEETING RAIL 04, NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ME LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 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? FROM THE FLANGED TIP - TO-TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 618" MINIMUM TO 38" MAXIMUM.® ® W FIT. MINUS SASH S1SH PRODUCT REVS= coopydYwt9i dlr Horn. VddigCadr ANN. < D.- L Ob Bea. _7' ' �xot/ Rastas Des KoKtkIac Rood FJC 11/13/06 B UPDATETOASTME 19090E REMOVE STD V/EW34311 HTREF. TABLE I REVISED =TOM FORMAT DP&. ADD INT. F/M UPDATE7ESTNOS NOKOMIS. FL 36276 OM TECHNOLOGY ORME Road*. Oda !tea FJC 1724(08 A ADD F21723TO CRASS TYPES A AND O. Darnel.' Oar Dlod"dex CaOr FJC 911185 J.J. 22307 P.O.BX16/9 NOKOMS, FL 34274 VWbly Better DESIGN PRESSURES 7- ALUM. SINGLE HUNG WINDOW, IMPACT amuea aree sere NTS 3 d 11 s.asw 4040 -20 B Robert L Part, P.E. PE939712 Structural SEE DLO TABLE SEE DLO TABLE r- 49 5/8' MAX. FIXED DLO (ALL) I 531/8" MAX. FLANGED WIDTHA 521/8" MAX. I.F. WIDTH D I 75' MAX. I.F. D - HEI HT A FLANGED HEI HT O j X j SEE DLO TABLE SEE DLO TABLE 481/4" MAX VENT DLO (ALL) DETAIL A 111 8 0 , DETAIL 75" I.F. HEIGHT MAX ®h FLAN HEI( X j • r X / 20" SASH HEIGHT . � 4 B B DETAIL D VIEW (CUSTOM SASH) GED HT SEE DLO TABLE SEE DLO TABLE DETAIL B VIEW (STANDARD SASH) GED GHT 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. A 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. iw.aep arc SEE DLO TABLE SEE DLO TABLE 75° MAX I.F. HEI HT ®MAX. FLANGED HEI HT SEE NO 4 DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL 0 j 75" A I.F. HEIGHT MAX 78" h FLAN HEI • r X / NO � 4 B DETAIL B VIEW (STANDARD SASH) GED GHT 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. A 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. iw.aep arc SEE DLO TABLE SEE DLO TABLE 75° MAX I.F. HEI HT ®MAX. FLANGED HEI HT SEE NO 4 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" 41 1/4" 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 27 7/16' 271/8" D 163/8" 153/4" E 163/8" 153/4" TABLE 5. PRODUCT REVISED as comptriss walla 1�ti Way Cede Acceptance Ns 4 . a eg, 20/1 F.K. Dan 1 E131 Rwlirker F.K Omo FiC oft V24/06 WHOS r A tom* J.J. ADD IWREORAL RN (LF.) VERSION, CHG. N7TEa AIM NOTE 4. NO MANGE THIS SHEET 21 2/23rG7 1070 TECHNOLOGY DRIVE NOKOMIS, FL 31278 P.O. BOX 1528 NOKOMIS, 8.34274 PST V th&' Berner ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT ax,ame WOO NTS ease 4 a 11 4040 -20 18 z/5 Robert L. Clark, P.E. PE 039712 Structural F+- 2.784' —►{ NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) V' 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 OUTSIDE MAX. FIXED LITE DAYUGHT OPENING MAX. WIDTH SECTION A -A OUTSIDE INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDI MAX. HEIGHT OUTSIDE MAX. VENT DAYLIGHT OPENING 2.!-: HIGH SILL HIGH SILL LOW SILL HEAD JAMB OUTSIDE 2.710' ALF. FRAME— q 2.330• (LOW SILL) SEE NOTE ABOVE Read* cams SECTION B-B (LOW SILL SHOWN) ULTRALIFT ONLY 2.948' (HIGH SILL) OUTSIDE L'Ita-1 1I gior CD 0 ALTERNATE HIGH SILL ULTRALIFT ONLY FJC Rood* FJC Owed* FJC 1111308 Ogg 8HN5 RaiNc 5 A m.weSj: J.J. ADD CF. $ECl/ONS&C TE NAL COMPONSVIS NO CHANGE 7HNNSHEET 7113/07 1070 TECHNOLOGYDRr NOKOMI. FL 84216 P.O. KIX 1Sa9 NOKOMIS, FL 34274 VLNbb Beats SECTIONS PRODUCT REVISED as complying with lie Thrift Haab." Code Ategishasce No • -II... •L :Lfn;i 2011 /.. ' 7 SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) 7- ALUM. SINGLE HUNG WINDOW, IMPACT eerorenee SH70D we Half Oat 5 d 11 B ,4/7 Robert L. Clink, P.E. PE 539712 Studios! 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 7PAD1826 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 612244 8 4025 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/8 ", 5/8 ", OR 11/16" 10 1080 BALANCE COVER, 3/8" OR 6/8" 6BALCVR916 11 C. GLASS, 5/16" LAW, (1/8"HS,.090 PVB,1/8"HS) #8 X.750 PH. PN. SMS 7834M 12 E. GLASS, 7/16" LAN!, (1/8"A.090 PVB,1/8"HS) BALANCE BOTTOM BRACKET 7BALTBKT 13 1065/1086 SASH TOP GUIDE 42504 15 1 GLASS, 13/16" LAM 1G;1/8"HS, AR SPACE, 5/16" LAN!, (1/8"HS,.090 PI/B,1/811S) #8 X1 PHILLIPS FLATHEAD S.STL 78X1FPAX 16 1080 -1 BALANCE COVER, 11/16" 8BALCVR670 17 4053 SASH STOP COVER 64053 18 4029 -1 SASH BRACKET 7ULBRKT 19 #8-32 X12 " LG. PH. FH.TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAL 84054C 23 4006C SASH TOP RAIL 84006 25 1235 WSTP.,.170 X 270 BACK, FIN SEA. 67516G 26 1098 SWEEP LATCH 71096 27 1016 #8 X.625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1226 WSTP., BULB VINYL 8TP249 31 4008 SASH SIDE RAIL 612231 34 1288 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK 3/32" X25164" X 1" 71622K 38 1052 LAM IG SETTING BLOCK 1 "X 3!4" X 1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) ' 8TP247W,K 38 1225 VINYL GLAZ BEAD BULB (THIN) 43TP248K 41 4039B GLAZING BEAD, 5/16 LAM GLASS. 84039B 42 4044B GLAZING BEAD, 06 LAW W/GRILL KIT 644703 44 4222A GLAZING BEAD, 7/16" IAN 84222 45 985C GLAZING BEAD, 7/16" LAM W/GRILL KIT 6985 46 4067 GLAZING BEAD, 13/16" LAM I.G. 64087 47 4071A FRAIvE, IF. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 4074B FRAME, I.F. JAMB 84074 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.) 61014 56 1630 SCREEN CORNER KEY WIRINGS 71830 57 1631 SCREEN CORNER KEY W /OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE - .135 DIA FOAM 61824K 'tr.aeF a� Relator r p, ,7 . -7!.p .r' .Li. r • "c?.r.f,1 3± DESf3iPTIONI7EMS 7.99 13 F.K 11115W 8 ADO IVO 92 CHO. Rowley Drew a.rrrox FJC WNW A NO CHANGE TH/SSHEET Dam*. Date ramaax oar FJG 9/1!05 J.J. 523107 A A 1070 TECHNOLOGY DRIVE NOK0 99, R. 542M PA. BQX 1079 NO90I9E,0.94274 RBA DWG DESCRIPTION PGT# 60 1635 SCREEN SPLINE -.135 DIA HARD 61635K 61 SCREEN CLOTH 61816 63 505 GLAZING CHANNEL (.688 X.500) 6533402 64 1161 #8 X 1.000 PH. BUGLE TEK 708X1 67 GLAZING TAPE, 1/16 X 12 - 7/18 LAM 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS 5/16" LAMA, (1/8"A.090 PV8,1/8 A) 81 B. GLASS, 5/16" LAMA, (1!8",.090 PVB,1/8"HS) 82 C. GLASS, 5/16" LAW, (1/8"HS,.090 PVB,1/8"HS) 83 D. GLASS, 7/16' LAN!, (118A.090 PVB,1/8"A) 84 E. GLASS, 7/16" LAN!, (1/8"A.090 PVB,1/8"HS) 85 F. GLASS, 7118" LAM, (1/8"HS,.090 PV6,1/8"HS) 86 G. GLASS, 13/16" LAM IG;1/8"HS, AR SPACE, 5/18" LAM, (1/8A.090 PV 6,1/8 A) 87 H. GLASS, 13/16' LAN! 1G;1/8"HS, AIR SPACE, 5/18" LAW, (1/8"A.090 PVB,1/8"HS) 88 1 GLASS, 13/16" LAM 1G;1/8"HS, AR SPACE, 5/16" LAN!, (1/8"HS,.090 PI/B,1/811S) 89 J. GLASS, 13/16" LAM IG;1/8"HS, AR SPACE, 7/16" LAM, (3/1(rA,.090 PV8,3 /16 A) 90 K. GLASS, 13/16" LAM 1G;1/8"1S, AR SPACE, 7/16" LAM, (3/16"A.090 PVB,3/18"HS) 91 L GLASS, 13/16" LAM IG;1/8"HS, AR SPACE, 7/16" LAM, (3116"HS,.080 PVB,3M 6"HS) 92 M GLASS, 13/16" LAW IG;1/8"A AIR SPACE, 5/16' LAM, (1/8 ".090 PVB,1/8 A) 0 47 FRAME, I.F. HEAD ® #4071A, 6063-T6 FRAME, .F. LOW SILL #4072A, 6083-T8 FA©DUCT AEY{8EL mcomMfia6*NMgePMIi Itaidiag de A Co NN. •J'_ , .2 06 Date :. .S:V 2b1/ FRAME, I.F. JAMB 49 FRAME, .F. HIGH SILL ® #4074B, 6083 -T8 #4073A, 6083 -T6 (USED AS RADIUS TOP HEAD) Pc--T 1B PARTS LIST Tat ALUM. SINGLE HUNG WINDOW, IMPACT Seale NTS Rare 8 a 11 121+a,.. 4040-20 B Robeit L dark, P.E. PE 6712 Shacbaal O FLANGE FRAME HEAD #4002A. 6083 -76 O FLANGE FRAME JAMB #4004,6083 -T5 (USED AS RADIUS TOP HEAD) --1 1.342 .oez 21 FIXED MEETING RAIL #4054A. 8083HD-T6 3.448 .082 ►�- 2.784 ---►I 0 FLANGE FRAME SILL (HIGH) #4050A,8083 -T8 O FLANGE FRAME SILL (Low) 94003C,6083 -T8 ' 0.490 -- 1.451 J OSASH STOP #4025, 8083-T5 2.279 - �( 1- 1.979 1.707 °ez SASH SIDE RAIL 31 75 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) 94008C, 8083HS-T8 #4007,8083 -TS j -1.513-H —.738 x.040 17 SASH STOP COVER #4053,8083 -T5 ® I.F. FRAME 6 or 50 SEALANT OR GASKET AT HEAD AND SILL SEALANT ALONG ENTIRE JOINT 11/1.F. FRAMEA "elk, WELD ALONG SCREW BOSS (2) VIEW D -D VIEW E -E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 2.948 66 SASH BOTTOM RAIL (HIGH) #4051A.8063 -T5 050 1. .878 T O GLAZING BEAD 7/16" #4222,8083 -T5 .060 1.115-- I-- ---- -I T 45 GLAZING BEAD, 7/16" #9850,6063 -T5 (USED W/ GRILL KIT) .878 41 GLAZING BEAD, 5/16" #40398,8083 -T5 .060 1.098- ! - GLAZING BEAD, 5/16" #4044B, 8083 -T5 (USED W/ GRILL KIT) .683 .0501 GLAZING BEAD, 13/16" IG #4087, 8083 -T5 Rom Mr FX Fbax FJG Rwirkas 8 R bb= A 1J ,'DATE MAME CORNER ASSEMBLY TO INCLUDE LP. AND UPGRADE MEM 21 ALLOY. NO CHANGE THIS SHEET 0ee067: FJL 911Affi m"tled* J.J. 22307 1070 TECHNOLOGY ORNE NOKOMS, 8.34276 P.O. BQX 1629 NOKOi IS, FL34274 PGT EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT &Woad* I ere Omit 9Hlm HAff 1 e7 a 11 4040-20 B di Robert L Cierk, P.E PE #38712 SbuaUrtel ANCHOR SUBSTRATE: QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 ANCHOR TYPE: ` ■,, 0 i°ONZ N 0 O�OtV U ZcnONZ 0 0 Or 0 ZeoONZ ON 0 0 O�OcJ U ZchONZ 0 U O'�Oai U ZegONZ 0 0 O` 0 ZenONZ OtV a 0 O'Oc3 U Zc) 0 0 Z O' U ZcodNZ Oc3 0 0 O'-O 0 Z WINDOW GLASS WDTH TYPE U U 1 U U 3 U 0 U U 3 0 0'3 0 0 Of.) U 0 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 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 1.21:11.1121;11222122 2222222222 '2222222222222222.32233 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:;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 1 2 1 1 1 2 1 2 1,2 112 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 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 2,3 1 2 2.2 2 3 1 2 2 3 2 3 2 2 2.3 2'3 2 2 2;3 3'3 2 2 3:3 3:4 3 2 3 3 3 4 3 3 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AB,M 1 2 1 2 2.2 2 3 1.2 2.2 2 3 1;2 2 3 2 3 2 2 2 3 2.3 2 2 2.3 3 3 2 2 33 3 4 3.2 3 3 3 4 3 3 4 4 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 AB,M 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 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 33 3;4 3 3 3 4 3,5 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 40.000 H,I,J,K,L 2 2 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 2 2 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 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 2 2 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 2 2 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 6 3,3 3 4 4 6 3 4 4 5 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-W 2 2i2 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 1 5 3 3 4 5 4 6 3 4 5 5 A B,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 2112 2 2 2 213 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 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 2T2 2 2 2 213 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 3 2 2 3 2 2 3 2 2 3 2 3 2 2 2 2 213 2 2 2 ;2,2 3 3.4 2,3 3;4 3 4 2 3 3 4 3,4 3.3 3,4 3 5 33 4.4 4,5 3:3 4:5 4 6 3,4 4;5 tbsitito LW* F.K 11I1NOB ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - we ELCO S84 CRETE -FLEX ® 3- #12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -18 1/2" MAX. FROM TOP CORNERS JAMBS - 17112" 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. 55. 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 KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 2 3 ROskac ANCHORAGE CPMAX AAn OR Q1Y&4ESRESTR1c7IDar� � Re :OW arc F.K 124/08 Demo* are FJC T2985 A aramaex J.d NO CHANGE THIS SHEET 223RIT 1070 TECHNOLOGY DRIVE NOKOMIS, 8.942/8 P.O.139X1820 Nad7MIS, 8.94274 Pc GT VAlbly Better ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT aciwmr 8/0700 Haft NTS &,.r 8 a 11 Dasdretta4040 -20 Robert L Clark, P.E. PE 539712 Strucb al ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - 412 SCREWS 2 ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING HEAD 82 MAX. FROM TOP CORNERS JAMBS -1712° MAX. FROM TOP CORNERS 1S MAX. FROM BOTTOM CORNERS 6° MAX. BELOW MTG. RAIL ®SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF ®NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ®ARE1 °LESS. 8. DESIGN PRESSURE UMITATIONS: SUBSTRATE:` WINDOW�� 29.655 37.155 44.655 52.155 59.655 67.155 74.855 76.000 ANCHOR TYPEr --. - a N QNZ 0 0 0 �QN0 0 0 NZ-ZN 0 U O00 0 0 NZ 0 -6 0 e00 0 Z_Zt+N?NZ 0 0 000ed 0 0 0 -Zr20 0 0 Z 0 0 P ZN 0 0 O 0 NZ 00 0 -zcN 0 0 0 NZ 00 0 Z - WIDOW WIDTH GLASS TYPE 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 1 2 2 1 2: 2 1 2 2 1 2.2 1 2 2 1 2 2 1 3 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 2i2 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 1 111 1 1 1 1 1 1 1 221 1' 1 1 22222:2222; 1 1 1 1 222222,22.232322232322232322232 1 1 1 1 1 1 1 E 1 1 1 1 1 1 ABM 1 111 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 23 1 2 1 3 2 1 2 2 1 3 2 32.000 PSF 68 77 C,D,E,F,G, H,I,J,K,L 1 111 1 1 1 1 111 1 2:22.22:223222. 1 1 1 1 1 233223 2 1 1 :33,3323.3332233433:243433.243 2 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A SLIT' v -IC¢EDVALUEABOVETHEM,INDICATEA MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE A,B,M 1 111 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 RED TYPE AND GLAS IS AVAILABLE. TABLE KEY: 37.000 PSF 59 67 79 C,D,E,F,G, H,I,J,K,L 1 111 1 1 1 1 1 1 1 2 2 1 2 1 2 2 1 2 2 2 2 3 1 2 2 2 2 3 2 3 3 1 2 2 2 3 3 2 3 3 1 3 3 2 4 3 2 3 3 1 3 2 2 3 , 3 2 4 3 1 3 2 2 4 3 2 4 4 1 3 2 2 4 3 A,B,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 44.000 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 4.3 2 3 2 4 3 2 4 4 2 3 3 2 5.3 ABM PsF 2 111 49 2 1T1 79 2 111 58 2 212 79 2 2 2 2 2:2 79 2 2. 2 2 2 2 3 3 2 3 3 2 2 2 2 3 3 2 4 3 2 313 2 4 3 2 3 3 2 3.3 2 413 2 4 4 2 3 3 2 4, 3 2 4:4 2 3 3 2 5 3 Fsauucrnevu�ro Widen Aw rr err MAX. PSF C,D,E,F,G, H,I,J,K,L A,B,M 2 111 2 IT 1111 2 111 2 1 1 1 2 111 2 11.-1..-i12 2 212 2 2 2 2 2 2221231322333423334 2 212 2 2 3 3 2 2 2 2 2 3 3 2 3' 4 2 2 2 3 2 2 3 3 2 2 4 4 2 2 3:3 2 2 4 3 2 2 &.4 2 2 3 3 2 2 4 3 2 2 4 4 2 2 3 3,4 2 2 3 2 2 4 4 2 2 3' 3 2 2 5 4 2 (DP LAMED) 117 2 2 HEAD JAMBABOVE 3"b"�' 313 48,000 PSF 45 74 51 74 79 79 .433434:433434!433413443354 NtfGRAU, JAMB BELOW arm �:�,��° e,,.: p ::' 0 c,D,E,F,G, HAJ,,L 2 2 2 117 2 2 2 2 2 2 2 2 2 3 ,433444.4334 2 2 2 2 2 :4444'35.44.4435;4 3 2 2 3 2 2 1 1 1 1 212 2 :2212313223334333:34 G.RA ABM 2 111 2 111 2 117 2 212 2 2.2 2_ 212 2 3 T 2 2;2 2 3 3 2 3 4 2 3 3 2 3 ' 3 3 4 4 2 3 3 2 4 4 2 4 4 2 313 2 4.4 3 4,4 2 4 3 2 5,4 3 4 4 2 4.3 2 5:4 (FULL DP) 53.125 PSF 41 67 48 67 76 79 HEAD 2 JAMB ABOVE 2' 2 �� L. Cleric, P.E. PE 712 Structural C,D,E,F,G, H,I,J,K,L 2 111 2 2 2 212 2 2;2 2 ZT2 _3 313 2 3'3 2 3, 3 3 4 4 2 3.3 3 4:4 3 4' 4 2 3 3 3 4.4 3 4 4 2 3 3 3 4'4 3 515 2 4 3 3 5 4 3 5 5 2 4 3 3 5:4 111 1 111 MTG. RAIL JAMB BELOW r'' A,B,M 2 1 1 1 2 111 2 111 2 212 2 2.2 2 212 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 44 2 3:3 2 4.4 3 5;4 2 413 3 5;4 3 5'4 2 4.3 3 5:4 MAW lit Datc 1070 TECHNOLOGY ERNE IJgODMB.FL94218 P.O. BOX 1528 NOKOWS FL 94274 ANCHORAGE SPACING, STANDARD VIEW Rte: FJC ad. 11/13vv8 nab= B REVI ANCHORAQETABLEAIIDNOTEK ADD MAX W IERE ANCHOR QTY ISRESTRJCTEDBY� ALUM. SINGLE HUNG WINDOW IMPACT . "°" C F.K °°° 1n4/08 "^ A KO CHANGE 7703 SHEET Visibly Better Dam Br F.K. Doc T/28A76 ai d.e r• J.J. aee ?23817 I err.mt Sf7UD sore NTS 9 a 11 Psalm Nix 4040-20 rtes B 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. 17. 125 22. 888 28211 33 .754 39.298 44.839 50.382 55.925 ❑ U N O U U r- O U ❑ N O 0 N z' U 0 O U ❑ tN ON 0 Z`- p 0 Q U ❑ N o R N Q 0 U 0 `° O U ❑ N 0 0 N U_ 0 U ❑ N 0 N 0 vU 0 ,_N ❑ oN y 0 U °- 0 0 N N U 0 - U 0 WINDOW NIDm GLASS TYPE tO 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 24 000 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 K,L 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 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 2 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 PSF 213 41313 79 4 1 314 51314 51314 53.125 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 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 78 79 77 79 79 79 44.000 O,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 78 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 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 8 5 4 6 6 5 8 PSF 71 79 63 71 79 84 74 88 77 69 89 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 XL 1 1 1 2 2 2 S 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT \ 12.776 15.776 18.778 21.776 24.776 27.776 30.776 31.108 ❑ c�j 2,_R N'-p U U ❑ ty QN S Q�pt(JQN c� v U °0 5 0 p ti 0 °Ota�iQN8`'i U q❑ 5 N_ o U ❑ 3 N0 Ci °OlSg Q❑ g 2_2.8,„2_ 8 8`4 iiCJ Tj tJ 0 ❑ t'jpN 5 Q"8 U WINDOW WIDTH 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 78 2 1 2 2 2 1 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40000 74 212 1 2 2 2 2 3 1 213 31213 31313 41313 41314 41314 44.000 682 2 1 2 1 2 2 2 3 213 31313 41313 41314 51314 51314 4 8 . 0 0 0 63 79 2 212 2 2 213 41313 41314 4 1 314 51314 51314 53.125 58 72 2 2 1 2 2 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 5 513 1 5 Nasal bb ur ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING A DIMENSIONS: HEAD - 18112° MAX FROM CORNERS JAMBS - 171/2° MAX FROM TOP CORNERS 11 VT MAX ABOVE THE MEETING RAIL 8° MAX BELOW MTG. RAIL 15" MAX FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED �3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM Aj 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 W8° MIN. TO 38° MAX jj TABLE WIDTH AND HEIGHT DIMENSION ARE FOR [B\ FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. 6. DESIGN PRESSURE LIMITATIONS: ® 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 LIMITED) HEAD JANE ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 112 2 2 2 4 ® TABLE 8. KEY: MAX PSF (DP LIMITED) 112 JAMB BELOW 2 MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL n FX 11/13.88 ,arrb. REW SEANCHORAGE TA/514N0 NOTES. 8 ADO DP MAX WHERE ANOHOR07YIS RESTRICTED SY FX Dabs R M.= 1#2406 A NO CHANGE 7HSSHEET inner FX Dale ar°YM7y. 7/2W05 J.J. bats2/23/07 1Q70 TECHNOLOGY OR ME NOKOMS, FL Me P.O. BOX 188 NOKOMIS, FL 34214 G ANCHORAGE SPACING, CUSTOM VIEW ntr ALUM. SINGLE HUNG WINDOW, IMPACT adoolialet 87800 Saes NTS 10 11 n.trr° 4040 -2) Ron B L Clark, P.E. PE #38712 Structural EXTERIOR INTERIOR ® ALL HEAD AND SILL DETAIII. CONCRETE ANCHOR 3.35 KSI MIN. CONCRETE T (SEE NOTE 1 & 3) ® 2x WOOD BUCK A(SEE NOTE 4) OPTIONAL 1x WOOD BUCK (SEE NOTE 4) Rend* Rost Ely: FJC R B FJC Ib ®9,e FJC 1 3/8" MIN., 1/4' TAPCON® 1•.3/4" MIN., 1/4' CRETE -FLEX 1/4° MAX. SHIM Deka Deft 11H3f6 e* 1/24BB Oft 811AS 1/4" J MAX SHIM WOOD ANCHOR (SEE NOTE 2 & 3)® DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 1/4" MIN. gil�� '��il: um,nniu. .�I�IIIIM 111' 1/4° MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3)® 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)® DETAIL C .13? DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. Rosision xmme B MIN. 1 3/8° MIN. AN 1/4° MAX SHIM A 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 13/4 °. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) 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 8083 -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. 8. 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 11) OODFRAME 11/.1ii Iflllf_4J!'h111111111 1/4° MAX. SHIM DETAIL F, (HEAD) b .131" DIA. MIN. x2112 "NAIL AT CORNERS AND5'O.C. INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD FRAME � =1 .131' DIA. MIN. � •_.... .....•_ Y x 2 CORES AT CORNERS AND S°O.C. n� DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE DETAIL G, (SILL) WOOD FRAME A mwmer J.1 ADDM9EORAL RN RA� UPDATE 6 REORDER NOTES. ADD NOTES 7 . U P O A 7 �xM TE EMBEDMENT DOA ADD NOTE 6RE FLAT HEAD ANCHORS. ?123877 1070 TECHNOLOGY DRIVE NOKOMIB. FL 34275 P.O. BQX 1520 NOKOi08, PL 94274 PGT Va'4lbly Bette► ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT enr6lG Balk e+,t eorBdb. swop N7S 11 d 11 4040-20 I% Rebell L. Clark, P.E. PE @39712 Strurswat MIAMI 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/buildinecode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR -71W' Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28 /2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc., NOTICE OF ACCEPTANCE: EVIDENCE 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 Per Product Control NI I It NOA No 07-1 *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 t/I_. 1 - Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 11 .A GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 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. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16° LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716° LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/18° LAMI IG: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 5(18' OR 3/8' AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16° LAMI IG: (1) LITE OF 1/8' OR 3/16° ANNEALED (MIN.) GLASS, 5/16° OR 3/8° AIR SPACE AND 5/16° IAMI 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 IG: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 5/16' OR 3/8' AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13/16' LAMI IG: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 3/16° OR 1/4' AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K.13/16° LAMI IG: (1) LITE OF 1 /8° OR 3/16° ANNEALED (MIN.) GLASS, 3/16' OR 1/4" AIR SPACE AND 716° LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER L 13/16' LAMI 1G: (1) LITE OF 1/8° OR 3116' ANNEALED (MIN.) GLASS, 3116° OR 1/4" AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: Q , XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS *VOLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSUAF &PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL A8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CU EN,Tj,,EGRIPN4N(k/I D)NG THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Rand By FK. NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS UST 8 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 mm: 4/15107 Revisions: c ADO FIL 5330 TO NOTES 7& CHG. NOTE8 TO CURRENT EDIT. Fm s Or FIC 0s 10/17/06 RE Mbb,IX CHANGE TOASTME 1300-02 lessee ay. F.K. Dans 5/13/06 A AOOAIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7 & NOTE 8. Dram By: F.K. WIC 2!28/06 J.J. 323108 1070 TECHNOLOGY DRIVE NINCOMIS, FL 34275 P.O. 700 1529 NOKOMIS, FL 34274 c7T Visibly Better GENERAL fib ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s°,mrtmave HR710 Babec NTS stet 1 a< 11 4127 -10 c PRODUCT' REVISED as complying with the Florida E ✓76:ag Cod* Accc�senco No O O r. S.Og' Eapir0ion Dnlo '1 o / /r ohett L Clark, F.E. PE 039712 Strxcttnol 1/2" NOM. GLASS BITE 63,64,65 1/6° 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 v 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 C] EXTERIOR INTERIOR E> (ALL SECTIONS) 1/2° NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS -- .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16° LAMINATED 5/16" OR 3/8° AIR SPACE —► 1/8" OR 3/16° ANNEALED (MIN.) GLASS 13/16° NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 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 0/z complying with the Florida Building Coda Accepioo^o No 0 Expiration Date Reread Br F.K tare 4/15/07 Ravi a NO CHANGE THIS SHEET Rand fly F.K Oda: 10/17418 Restarts 0 NO CHANGE THIS SHEET Render F.K. era 5/13/06 Revkionx A ADD AIR SPACE DIM. TO LAMI 113 DETAILS reamer Fit 2/28/08 Ca or, J.J. 3/23/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 39X 1529 NOKOMIS. FL 34274 Vrsibly Better GLAZING DETAILS t ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sed et 1-1R710 Full Sleet 2 m 11 4127-10 /7//: O Ro t L Clark, P.E PE 039712 Structural ` TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 28" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 1063/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,1 +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 88 7/16" A,B,C, G,H,I +60.0 -60.0 TO 86 7/16" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" ' 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 I'i-^ :'' -11VRSED a. c,--•.:1 ..1 ...:vith 0,e Florida Ac tL:;w c N Ax. once]Veo %0815.09 66" A,B,G,H +75.0 -75.0 +75.0 _ -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 UP TO 74" C,D,E,F, I,J,K, L +75.0 -75.0 E,,..,, ,, Dale jQJ GLASS TYPES: TEST REPORT FTL -4858 VOX), FTL -4859 (OX& XO) AND FTL -5330 By ; i 4Py • dr A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI- (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI 1G -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) H. 13/16" LAMI IG -1/8" OR 3116 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "HS) L 13/16" LAMI 1G -1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1/8 "HS) J. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16"A) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16"HS) L. 13/16" LAMI IG -1 /8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3/16"HS) �y /d d 7 1f < Robert L. Clerk, P.E. PE 03E712 Structural Rewt Br F.K. bel" 4/15/07 Rerkieror C ADD INTEGRAL FIN OPTION& UPDATE ASTME 1300.02DPs 1070 TECHNOLOGY DRIVE NOKOMI3, FL 34715 P.O.6OX 1529 NOKOMIS, FL 34274 P Ti DESIGN PRESSURES Rentsd "r F.K Romer FK lizta 10/17/06 °°a 6/13106 Revision& B R A REVISE DP TABLES TO AGM? E 1300-02 ADD AIR SPACE DIMENSION GLASS TYPES G TFIRU L rise ALUM. HORIZONTAL ROLLER WINDOW, IMPACT &am* F.K. Pair 228/05 bf"cRedBr J.J. mmr 3/03/06 I_ Visibly Better sa"* a 1IR710 NTS ' 3 " 11 ^r' 4127 -10 C 273/8' MAX. DLO VENT 54 5/18° MAX DLO FIXED 110° MAX. WIDTH I.F. FRAME 111° MAX WIDTH FLANGE FRAME DETAIL B - XOX (1/4- 1/2 -1/4) 9/18' FIXED DLO FIXED D � 33 9/18° MAX —1 DLO VENT A 57 3/8" MAX DLO ALL FIXED LITES O X A 58° MAX DLO ALL VENTS 82° MAX I.F. FRAME ALL CONFIG. 83° MAX FLANGE FRAME ALL CONFIG. A C 73° MAX. WIDTH I.F. FRAME 74° MAX WIDTH FLANGE FRAME DETAIL A - OX OR XO D B 273/8' F- MAX. DLO —« VENT 273/8' MAX. —�{ FIXED ED D f © D D X 0 X �+ 85 7/18° MAX. WIDTH I.F. FRAME--.4 +--86 7/18° 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 27 I.F. FRAME FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) B ' Y:'!' REVISED witb the Florida . +:i0/ Donn NOOfO= 5,O 65 uEtioa Datc �dH7 e!1 / BY o ad, mdmx ftroadDr F.K 4/4/1507 R"vCpar ADD INTEGRAL FIN FRAME MAX DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHT. 6. rwaatar F.K 10/17106 B NO CHANGE THIS SHEET Renew F.K. Data 5/13/06 Ra A NO CHANGE TMs SHEET na.n er F.K Doke 2/26/06 delay J.J. tam 3/23/06 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. SOX 1828 NOKOMIS, FL 34274 Vlsiblq Better ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 NTS alms 4 d 11 tasodaptla 4127-10 Clark, P.E. PE 439712 Structural INTERIOR EXTERIOR I- - MAX. FIXED DLO ---I MAX. WIDTH (FLANGE FRAME) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE MAX. HEIGHT FLANGE FRAME INTERIOR I+ MAX FIXED DLO —� 1 MAX VENT DLO MAX. WIDTH (.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIFRAME) q F'��IiJ 1111 1.S EXTERIOR ( INTERIOR aerauer F.K Read By F.K Reeder F.K. aaanar F.K SECTION C-C © ©fii7 1 SILL HEAD (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME)) (VERTICAL SECTION, I.F. FRAME)) Date 4/1£107 Welewer ADD INTEGRAL FIN FRAME, ITEMS41, 42 AND 43 AND VIEWS. 10/17/06 Wrc 5/13/06 dew 2/18/00 NO CHAAIGE THIS SHEET ReWPnx A credmder J.J. NO CHANGE THIS SHEET mut 3723/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1820 NOKOMIS, FL 34274 P SECTIONS V/sib/y Better rme ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sex» amx sxe9r HR710 Half 5 of 11 4127-10 ibsr C PRODUCT REVISED eom ^t; i:xg with the Florida Code Ax:y;'rnce No inuioo Date /717/ :j6 o7 Robert L. Clark, P.E. PE N39712 Structural ITEM DW(# REV DESCRIPTION MATT. PGT# 1 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237 2 4025 13/16" LAMI IG- 3 /16 "A, 5/16" AIRSPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"A) SASH STOP (S17).) (ANTI LIFT CLIP) 6063 -T5 AL 612244 3 " 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB,1/8 "HS) #8 X 3/4 PH. PAN HEAD " 7834AA 4 4053 13/16" IAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16 "HS) SASH STOP COVER (SASH STOP) 6061 -T5 AL 13/16" LAMI IG.1 /8 "A,1 /4" AIRSPACE, 7/16" LAM' (3 /16 "HS, .090 PVB, 3 /16 "HS) 6 4136 13/16" LAMI IG- 3116"A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "A) FIANCE FRAME SILL 6063 -T6 AL 64136 7 4137 13/16" LAMI IG- 3 /16 "A, 3/16" AIR SPACE, 7/16" IAMI (3 /161-IS, .090 PVB, 3 /16 "HS) SILL ADAPTOR 6063 -T6 AL 64137 8 4131 ROLLER TRACK 6063 -T6 AL 64131 10 71298 WEEP HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 1073 7PADI626 13 4002 A FLANGE FRAME JAMB 6063 -T6 AL 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 1635 74134W/K 15 1155 #8 X 1.000 QUAD PN. SMS 78IPQA 64110G 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 17 4054 B FIXED MEETINGRAIL 6063RD -T6 AL 64054A 19 4066 WSTP.,.187 X 230, FIN SEAL 640, 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 22 1683 WSTP.,.250 X .270 BACK, FIN SEAL 61683G 23 225-1 ROLLER HOUSING &GUIDE 421121ID 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASHMEETINGRAIL 6063HS -T6 AL 64006 33 1235 WSTP.,.170 X .270 BACK, FIN SEAL 67S16G 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 WSTP,.250 X 270 BACK, FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187 X 275 67070K 40 LIFT RAIL COVER CAP 74078"C" L OR R 41 4139 I.F.FRAMEHEAD 6063 -T6AL 64139 Z 42 4140 LF. FRAME SILL 6063 -T6 AL 64140 L 43 4141 I.F. FRAME JAMB 6063 -T6 AL 64141 A 50 GLAZING SILICONE, DOW 899, 995 OREQUI VALENT 51 1224 VINYL GLAZINGBEAD BULB (THICK) 6TP247W,K 52 1225 VINYL GLAZING BEAD BULB (THIN) 6TP248K 53 4039 B GLAZING BEAD - 5/16" 6063 -T5 AL 6403913 54 4044 B GLAZING BEAD - 5/16" W /GRILL KTT 6063 -T5 AL 644703 55 4222 A GLAZING BEAD - 7/16" 6063 -T5 AL 64222 56 985 C G<AZLNGBEAD -7/16" W /GRILLKTT 6063-T5 AL 6985 59 4067 GLAZINGBEAD - 13/16" 6063 -T5 AL 64067 60 GIASS, 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) 61 " 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 62 " 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 63 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 64 7/16" IAMI (3/16" A, .000 PVB, 3/1" HS) 65 " 7116" LAMI 3/16" HS, .090 PVB, 3/16" HS) F.K 4/15107 C ADD ITEMS 41, 42 & 49 Render F.K Dm 10/17/09 RMsWV: Read Bq: F.K. 000,,0,, F.K Data 5/13/08 NO CHANGE THIS SHEET Revisions A 2128/09 d"mmer J.J. ADD SPACE DIMENSIONS ITEMS 86 THRU 77. ooze 31'23/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ITEM DW(# REVI DESCRIPTION 1 MAIL 1 PGT# 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" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB,1 /8"HS) 68 13/16" LAMI IG- 1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1 /8 "HS) 69 13/16" LAMI 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" IAMI (1/8 "A, .090 PVB, 1 /8 "HS) 71 " 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB,1/8 "HS) 72 " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" IAMI (3/16"A, .090PVB, 3 /I6 "A) 73 " 13/16" IAMI 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" AIRSPACE, 7/16" LAM' (3 /16 "HS, .090 PVB, 3 /16 "HS) 75 " 13/16" LAMI IG- 3116"A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "A) 76 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" IAMI (3/16 "A, .090 PVB, 3/16 "HS)_ 77 " 13/16" LAMI IG- 3 /16 "A, 3/16" AIR SPACE, 7/16" IAMI (3 /161-IS, .090 PVB, 3 /16 "HS) 90 1014 SCREEN FRAME (HOR. & VER.) 3105-H14 AL 91 1630 SCREEN CORNER KEY W/RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE -.135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC 96 SCRIM CLOTH 1 2.784 .966 —+ 43 I.F. FRAME JAMB © #4141,6063 -T6 FAG" Visibb Better PARTS LIST 41 I.F. FRAME HEAD Q #4139,6083 -T6 3.162 2 710 42 .F. FRAME SILL D #4140,6063 -T6 lax ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sheen 6 a 11 r HR710 Seals NTS aaeeRa 4127 -10 PRODUCT REVISED as complying with the Florida Building Code Acceptance n Date aenasr F.K .062 1.173 J_ 2.710 0 FLANGE FRAME HEAD #4102A, 606346 --IF --062 .490 1] 11 TI-- 1.451 -•-4 SASH STOP #4025,8063 -T5 21 SASH TOP 81 BOTTOM RAIL #4133, 6063 -T5 .050 ILL .878 1.098I�� 0 GLAZING BEAD, 5/16" #404413,6083 -T5 (USED W/ GRILL KIT) 4/15107 Revisions: 3.152 1. FLANGE FRAME SILL #4136, 6063-T6 A6 O HORIZ. ROLLER TRACK #4131,6083 -T6 :061 2 1.187 1.081 1-.-- 32 SASH MTG. RAIL *40060, 6063HS-T6 ._i .678 1.096 - ,I I 55 GLAZING BEAD 7/16" #4222A, 6063-T5 O FRAME SILL ADAPTER #4137, 6063 -T6 1.187 L1.403 17 FIXED MEETING RAIL #4054B,6063HD -T6 I 1. i 291"^1 II SASH SIDE RAIL 44126,6083•T5 .050 1.115 1- l 56 GLAZING BEAD, 7/16" #985C,6063 -T5 (USED W/ GRILL KIT) .678 6=511 b1.513� j .738 1 M3--- O SASH STOP COVER #4053, 6063-T5 1.383 13 FLANGE 2A,FRAME 6063 -T6 JAMB #400 .678 1.096 ice-- -• { 53 GLAZING BEAD, 5/16" #403913,6063 -T5 .683 013 -I- I1 59 GLAZING BEAD, 13/16" #4067,60633 -75 .097 NO CHANGE 17415 SHEET »navy: FK Oats 10/17/06 NO CHANGE THIS SHEET %tam0 F.K ma: 5/13/06 "av sfine: A NO CHANGE THIS SHEET araw,9y. F.K. Derr 2/26/06 Checked Br J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 7.0 BOX 1528 NOKOIAS. 7134274 Visibly Better DamipCar EXTRUSIONS TRW ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Am.A one HR710 Hare 7 a 11 4127 -10 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 Expiration Dare Robert L. perk, PE PE 239712 Structural ANCHOR QUANTITIES, XOX (114-112-414) WINDOWS TABLE 4 ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 2,3, WOOD ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W Y H 53.125x 38.375 48.000 50.825 54.000 60.000 63.000 HEAD & SILL 1+02 +1 +02 +1 2 CONC 1, CONC 23, WOOD 2 CON( 1, CON( m 29 HEAD & SILL to m a `HEAD & SLL w HEAD & SILL ICs 2 2 HEAD & SILL m 2 HEAD & SILL m Q 2 1+02 +1 +02+1 2 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1+02 +1 +02+1 1+02 +1 +02 +1 2 1 +02 +1 +02 +1 2 3 1 +C2 +1 +02+1 3 1 +02 +1 +02 +1 1 +C2 +1 +02+1 2 1 +C2 +1 +C2 +1 2 3 1 +02+1 +C2 +1 3 1 +C2+1+C2 +1 3 1 +C2+1 +C2 +1 3 1+02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +C2 +1 +02+1 3 1 +C2 +1+02+1 3 1 +C2 +1 +02 +1 3 1 +02 +1+C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +02+1 +02+1 3 1 +02 +1+02+1 3 1 +02+1 +02+1 3 1 +02 +1+02 +1 3 1 +C2 +1 +02+1 3 1 +03+1 +03+1 3 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02+1 +02 +1 2 1 +02 +1 +02+1 2 1 +02 +1 +02 +1 2 1 +02+1+02+1 2 1 +02+1 +C2 +1 2 1 +C2 +2 +02+1 2 1 +02 +1 +C2 +1 3 1+C2 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1+02+1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +02+2+02+1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1+02 +1 3 1+02 +1 +02+1 3 1+02 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02+1 3 1 +02+1+02+1 3 1 +03 +2+03+1 3 1 +02 +1 +02+1 3 1 +02+1+02 +1 3 1+02+1 +02+1 3 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 3 1 +03+2 +02+1 3 74.000x 38.375 48.000 59.625 54.000 60.(00 63000 1 +02+2 +C2 +1 2 1 +(2 +1 +02+1 2 1 +02 +2 +02 +1 2 1 +C2 +2 +C2 +1 2 1 +02 +2+02 +1 2 1 +C2 +2+02+1 2 1 +02 +2 +02+1 3 1 +02+1 +C2 +1 3 1 +02+2 +02+1 3 1 +02+2 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +02 +2+02 +1 3 1 +02+2+02+1 3 1 +02+1+02 +1 3 1 +02+2+02+1 3 1+02 +2 +02+.1 3 1 +02+2 +(2+1 3 1 +02 +2 +C2 +1 3 1 +02 +2+02+1 3 1 +02+1+02 +1 3 1 +02 +2 +02 +1 3 1 +02+2 +02+1 3 1 +02+2 +C2 +1 3 1 +03+2 +03+1 3 1 +02+2 +02+1 3 1 +02 +1 +02+1 3 1 +C2 +2+2+1 3 1 +02+2 +02 +1 3 1 +02+2 +01+1 3 1 +03+2+03+1 3 1 +02 +2+02 +1 3 1 +C2 +1 +02+1 3 1 +03+2 +03+1 3 1 +03+2+03+1 3 1 +02+2+02 +1 3 1 +02+2 +03 +1 3 84.000x 38.375 48.000 50.825 54.0010 80.0 63.020 1 +02+2+02+1 2 1 +C2+2 +02+1 2 1+02+2+02 +1 2 1 +02 +2 +C2 +1 2 1 +02 +2+02 +1 2 1 +02+3+02+1 2 1 +C2 +2+02 +1 3 1 +02+2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02+1 3 1 +(2 +2 +02+1 3 1 +03+3+03+1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02+1 3 1 +(2+2+02 +1 1 +02 +2 +02 +1 3 3 1 +02+2 +02+1 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 3 1 +02 +2+02 +1 3 1 +02 +2+02 +1 1 +C2 +2 +02+1 3 1 +03+3+03+1 3 3 1 +04 +3+04 +1 3 1 +C2 +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+02 +1 3 1 +C4 +3 +C4 +1 3 1 +02+2 +C2+1 3 1 +02+2 +02 +1 3 1 +03+2 +03+1 3 1 +02 +2 +02 +1 3 1+01 +2 +02 +1 3 1 +C4 +3+04+1 3 106.375x 38.375 48.000 50.625 54.000 80.000 63.000 1 +C2 +2 +C2 +1 2 1 +02 +2 +02 +1 2 1 +02+3 +02+1 2 1 +C2 +3+02 +1 2 1 +02+3+02+1 2 1 +02 +4 +02 +1 2 1 +02+3+02+1 3 1 +02 +2+02+1 3 1 +03+3+03+1 3 1 +03+3+(2+1 3 1 +02 +3+02 +1 3 1 +C3 +4 +03+1 3 1 +02+3+02+1 1 +03+3 +03+1 3 1 +02+2 +02+1 3 3 1 +02+2 +02+1 3 1 +03+3+03+1 1 +03+3+03+1 3 1 +03+3+03 +1 3 3 1 +03+3+03+1 3 1 +C3+3+C3+1 1 +03 +3 +03+1 3 1+03 +4 +03+1 3 3 1 +04+4 +04 +1 3 1 +03+3+03+1 3 1 +02+2 +02+1 3 1 +04+3 +04 +1 3 1 +04 +3+04 +1 4 1 +03 +3+03+1 3 1+04+4+04 +1 3 1 +03+3 +03 +1 3 1 +C2 +2+(2 +1 3 1 +04+3 +C4 +1 3 1 +C4 +3+04 +1 4 1 +04 +3+07 +1 3 1 +05+4+05+1 3 111.000x 38.375 48.000 50.825 54000 60.000 63000 aw.s F.K Reaety F.K Dalm 4/15107 aaro 1 +02+3+02+1 1 +02+3+02+1 2 3 1 +C2 +2+02+1 1 +02+2 +02+1 2 3 1 +02+3+02+1 1+03 +3 +03+1 2 1 +02+3 +02+1 3 3 1 +03+3+03+1 3 1 +02 +3+02+1 1 +0:2+3+02+1 2 3 1+02 +4 +02 +1 1 +03+4+03+1 2 3 1 +(2+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 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 +C4 +4+04+1 3 1+C3+3K2+1 3 1 +02+2 +C2 +1 3 1 +04 +3+04 +1 3 1 +04+3+002 +1 4 1 +C3+3+03+1 3 1 +04+4 +04 +1 1 +03+3+03+1 Rwavmm C 3 1 +02+2+02 +1 3 1 +04+3 +C4 +1 3 1 +04+3+04+1 4 1 +04 +3+04 +1 3 1 +05+4 +05+1 10!17X18 smear 88 F.K. 5113108 Dww,9y omc AK 228X16 Ramma UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. NM REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS A ADD SPACE DIMENSIONS GLASS TIDES 0 7HRU L a J.J. ar 323/ 3/08 1075 TEO-WM.00Y DRIVE NOKOMIS, FL 34275 P.O. 89X 1528 NOKOMIS, FL 34274 NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 -1/4' ELCO S84 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (118° A,.090,1/8" A) B. 5116° 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 - (3/18° A,.090, 3/16° HS) F. 7/16° LAMI - (3/16° HS,.090, 3/16° HS) G. 13/16" LAMI 10 - 1/8° OR 3/16° A, 5/16° OR 318' SPACE, 5/16' LAMI - (1/8' A,.090,1/8° A) H. 13/16° LAMI 10 -1/8° OR 3/16° A, 5/18° OR 3/8° SPACE, 5/16° LAMI - (1/8" A,.090,1/8" HS) 1. 13116° LAMI 10 - 1/8" OR 3/16° A, 5/16° OR 3/8° SPACE, 5/16° LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16° LAMI IG - 1/8° OR 3/16° A, 3/16° OR 114° SPACE, 7/16° LAMI - (3118° A,.090, 3)16° A) K. 13/16° LAMI 10 - 1/8' OR 3/16° A, 3/16° OR 1/4" SPACE, 7116° LAMI - (3/16" A,.090, 3/16" HS) L. 13/18' LAMI IG - 1/8° OR 3/18° A, 3/16° OR 1(4° SPACE, 7/16' LAMI - (3/16° HS,.090, 3/16° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX FROM CORNERS. JAMBS: 9° MAX FROM CORNERS AND 2212° MAX O.C. TABLE KEY: X O X I1 +03+4+03 +1 13 } - ANCHOR QUANTITY PER JAMB t 9' REF. _ X fi HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) I 25 3/4" max. - 1 F.-3" MIN. t l 1 1 1 1 O X MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9" REF. I 25 3/4' MAX f+- 112"TYP. i I+-3° MIN. 1141 1 l 1 1 1111 1 X p X 3 MTG. RAIL, TYP.- 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS P Poottee ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sea. MN* . ner HR710 NTS 8 d 11 4127 -10 C Vest* Better °° PlIOPUC1":3VISED ce; ccra;i : ;:o3 with ho Florida Axr rt .x No 0 6572(0 05 Dato BY 0 Robert L Clark, P.E. PE 639712 Swowral ANCHOR QUANTITIES, XOX (113 - 113 -113) WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) ANCHOR TYPES &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, 3ONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W Y H HEAD & SILL co 2 HEAD & SILL La 2 HEAD & SILL to 4 HEAD & SILL -, to 2 HEAD & SILL -,, co 2 HEAD & SILL N 2. GLASS TYPES: 2 A. 5/18° LAMI - (1/8°A,.090, 1/8° A) ¢, B. 5/16" LAMI - (118° A,.090,1/8° HS) 48.000 x38.375 48.000 50.525 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2 +1+C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 C. 5/16° LAMI - (1/8° HS,.090,1/8 "HS) ° 1 +C2 +1+C2+1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 E.7/16 LAMI - (3/1A,.090,3/16° H) E. 7116° LAMI - (31186" " A,.090, 3/18" HS) 1+C2 +1 +C2+1 3 1 +C2+1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 F. 7/16° LAMI - (3/16° HS,.090,3/16" HS) 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1+C2 +1 +C2+1 3 G.13/16" LAMI IG -1/8° OR 3/16° A, 5116° OR 3$° SPACE, 5116° LAM! - (1/8" A,.090,1/8' A) 1 +C2 +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 3 1 +C2 +1 +02 +1 3 H. 13/16° LAMI IG - 1/8° OR 3/16' A, 5116° OR 3/8° SPACE, 5/16° LAM! - (1/8°A,.090, 1/8° HS) I. 13/16' LAMI IG 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1+03+1 -1 /8° 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° LAM! - (3/16" A,.090, 3/16°A) 53.125x 38.375 48.000 50.625 54.000 60.000 83.000 1 +C2 +1 +02+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 1 +02+1 +02 +1 2 K.13/16° LAMI IG -118' OR 3116°A, 3/16' OR 1/4° SPACE, 7/16° LAM! - (3116° A,.090, 3116" 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 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 L. 13116° LAMI IG -118° OR 3116°A, 3116" OR 1/4' SPACE, 7/16° LAMI - (3/16" HS,.090, 3116' HS) 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 +C2 +1 +02+1 3 1 +02 +1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1+02 +1 +02 +1 3 1+C2+1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +02 +1 +C2 +1 3 1 +03+1 +03+1 3 HEAD & SILL: 10112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 80.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 +02+1 2 1 +02 +1+02 +1 2 1+02 +1 +02 +1 2 1 +02+1 +02 +1 2 1 +02 +1 +C2 +1 2 1+C2 +1 +C2+1 2 25314° MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22112° MAX. O.C. 1 +02 +1 +02 +1 3 1 +02+1+02 +1 3 1 +02 +1 +02+1 3 1+02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 TABLE KEY: 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 X O X 1+02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +02+1 +02 +1 3 1+02+1 +02 +1 3 1 +02+1 +02 +1 3 1+03+1 +03+1 3 I1 +03 +j1 +03+1 1 3 I+- ANCHOR QUANTITY PER JAMB P`cCDt,Ci'REVISED as comggwc3 with tie Florida Building Code 5.O 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1+C2+1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +03+1 +03+1 3 SILL ANCHOR CHOR QUANTITIES HEAD AND SILL ANCHOR QUANTITIES 1 +02 +1 +02+1 3 1 +02 +1 +C2 +1 3 1+C2+1+02+1 3 1 +03+1 +03+1 3 1 +02 +1+02+1 3 1 +03+1 +03+1 3 1 68.000x 38.375 48.000 50.625 54.000 00.000 63.000 1 +02+1 +C2 +1 2 1 +C2 +1 +02+1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1+02 +1 +02+1 2 1 +02 +1 +02 +1 2 HAD AND CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) 1+02+1+02+1 3 1 +( +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1+02+1+02+1 3 1 +02 +1 +C2 +1 3 1+02+1+C2+1 3 1 +03+1 +03+1 3 1 +02+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 +C2 +1 3 1+03+1 +03+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 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1+02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +C3+1 3 1 +03+1 +03 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 74.000x 38.375 48.000 50.625 54.E 80.000 83.000 1 +02+1 +02 +1 2 1 +02 +1+02+1 2 1 +02 +1 +02 +1 2 1+02 +1 +02 +1 2 1 +02+1 +02 +1 2 1 +02+1 +02 +1 2 I 25 314° MAX -.-1 F.--3° MIN. 1 +02+1 +C2 +1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1+03+1+03+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 I Ill r X I 995 O t x �/ 1+02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +(2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 9° REF. 3 1 +02 +1 +0.2 +1 3 1+02 +1 +02 +1 3 1 +03+1 +0.3+1 3 1 +03+1 +03+1 3 1+02 +1 +C2 +1 3 1 +03+1 +03+1 3 1+02 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 ++1 +03+1 03 3 1 +03 +1 +03+1 3 1 +C2 +1 +02+1 3 1 +03+1 +03+1 3 OF (3) ANCHORS 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 1+02 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 MTG. RAIL, 2 TYP.- CLUSTER W/ QTY. 1 +02 +1 +02 +1 1+02 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1+02 +1 +02+1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 EXAMPLE 3 Acce;xatuc No 0 -08 3 (SHOWN IN TABLE KEY ABOVE) Ex.iratonSato F" EAR: 011 By. I ......t f_, ' MI::.. D Phmtucl eriro °° 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +C2 +1 +02 +1 3 1 +03 +1 +q +1 3 1+C2+1+C2+1 3 1 +02 +1 +f2 +1 3 1 +03+1 +q +1 3 1 +03 +1 +03+1 4 1 +03+1 +03+1 3 1 +03+1 +03+1 3 25314 °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 +04 +1 +04 +1 4 112, �I 1-.-3° 85.437x 38.375 48.000 50.525 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +02 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +q +1 3 1 +C2 +1 +C2 +1 2 1 +02 +1 +C2 +1 MIN. 2 1 4444 - it o% Robert L. Clark, P.E. PE 839712 Structural 1 +C2 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +02+1+02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +03+1 +03+1 3 9° REF. x 4 1141 O_ I X 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02+1 3 1 +02 +1+02 +1 03 +1 +03+1 3 1 +03 3 �- 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1+03+1 +03+1 3 1 ++1 ++1 03 3 1 +C2 +1 ++1 02 3 1 +03+1 +03+1 3 s 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 4 1 +q +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 +03+1 +03+1 3 1 +03+1 +03+1 4 1 +03+1 +03+1 3 1 +C4 +1+04+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS �8r F.K. Dam 4/15107 R C UPDATE TABLE 8, SELECT VALUES DUE TO ANCHOR CAP. ADJ. 070 TECHN , FL 342 RNE 0TECHS,FL34276 P.C. BOX 1629 NOKOMIS, FL 34274 ANCHORAGE SPACING, XOX (1/3- 1/3 -1/3) Rawl* F.K Data 10117/06 Readers: 8 REVISE ANCHORAGE FORMAT, HEAD 6 SILL CLUSTERS '�' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT RBVB40+ FR. D"°' 5113/06 Ra bas A ADD SPACE DIMENSIONS GLASS TYPES OTHRU L Visibly Better er• F.K. raft. 2/28X18 craameer J.J. Ome 323/06 I 13R710 �` NTS ° 9 a 11 °oii°a6'' 4127 -10 C ANCHOR QUANTMES,XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -114" ELCO 554 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16 " LAMI - (1/8"A,.090,1/8° A) B. 5/16° LAMI - (1/8" A,.090,1/8° HS) C. 5/16" LAMI - (1/8" HS,.090,1/8' HS) D. 7/16° LAMI - (3/16" A,.090, 3116° A) E. 7/16' LAMI - (3116" A,.090, 3/16° HS) F. 7/18° LAMI - (3/16° HS,.(190, 3/16° HS) G. 13/16° LAMI 10 - 1/8" OR 3/16' A, 5/16" OR 3/8" SPACE, 5/16' LAMI - (1/8" A,.090, 1/8" A) H. 13/16" LAMI 10 -118° OR 3/18° A, 5/16' OR 3/8' SPACE, 5/16° LAMI - (1/8" A,.090, 1/8" HS) I. 13116° LAMI IG -18° OR 3/16' A, 5/16° OR 318" SPACE, 5/16° LAMI - (18" HS,.090,18° HS) J. 13118° LAMI IG - 1/8" OR 3/16° A, 3/16° OR 1/4" SPACE, 7/16° LAMI - (3/16° A,.090, 3/16' A) K. 13/16° LAMI 10 - 1/8' OR 3/16° A, 3/16° OR 1/4" SPACE, 7/16" LAMI - (3/18" A,.090, 3/18" HS) L. 13/16° LAMI IG -18° OR 3/16' A, 3/18° OR 1/4' 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: 10 1/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 183/4' MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 22 1/2" MAX O.C. TABLE KEY: ANCHOR TYPE> &SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W Y H O J tD X-5 m 7 O - - 105 m 2 4 0 to 105 m 2 '4 M m 105 m 2 '4 0 m 105 m 9 0 m '0 m 2 4 37.000 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 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1+C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C3+1 3 1 +C2 +1 3 1 +02 +1 3 1 +C3 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C3 +1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +02 +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 +02 +1 3 1 +C3 +1 3 1 +02 +1 3 1+02 +1 3 1+03 +1 3 1 +02 +1 3 1 +C2 +1 3 1+03+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C2 +1 3 1 +03 +1 3 1 +03 +1 3 1 +02 +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 +02 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 O X 12 +03+2 f 3 F.-ANCHOR QUANTITY PER JAMB 1 +02 +1 3 1 +C2 +1 3 1 +C3+1 3 1+02 +1 3 1 +02 +1 3 1 +03+1 3 HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 3 1 +02 +1 3 1 +03 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +03+1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C2 +1 3 1 +03+1 3 IT A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) 1 +C3 +1 4 1 +02 +1 3 1 +C3+1 3 1 +C3 +1 4 1 +02 +1 3 1 +C3+1 3 1+C3+1 4 1 +C3 +1 3 1 +C4 +1 3 1 +C3 +1 4 1 +C3 +1 3 1 +C4 +1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 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 +C2 +1 3 2 +C3+2 3 1 +02 +1 3 1 +C2 +1 3 2 +03+2 3 1 +03 +1 3 1 +02 +1 3 2 +C3 +2 3 1 +03+1 3 1 +02 +1 3 2 +03 +2 3 1 +C3+1 1 +03+1 4 4 1 +C2 +1 1 +C3 +1 3 3 2 +C3+2 2 +04 +2 3 4 1 +03 +1 1 +C3 +1 4 4 1 +02 +1 1 +C3 +1 3 3 2 +03+2 2 +04 +2 3 4 9° REF. 83/4° MAX ►{ I-.-3° MIN. I O PRODUCT : -> VassD as comp :',1i(; with tin Florida Building Cod. Accepto.ns -No • 08 5.©? 1 +03 +1 4 1 +03 +1 3 2 +04 +2 4 1 +03+1 4 1 +03 +1 3 2 +04 +2 4 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 3 1 +C2 +1 2 2 +02 +2 3 2 +C2 +2 3 1 +02+1 2 2 +C2 +2 3 2 +C2+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 WI QTY. OF (3) ANCHORS 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 3 2+q +2 4 1 +C2 +1 3 2 +C3 +2 3 2 +03 +2 4 1 +C2 +1 3 2 +03 +2 4 2 +03 +2 4 1 +02+1 3 2 +C3 +2 4 (SHOWN IN TABLE KEY ABOVE) 314° MAX Expiration Dato 2 L 7 ' if By t.;., , -.. ad. ?Induct .41 ,, '= an 2 +C3+2 4 1 +C3+1 3 2 +C4 +2 4 2 +C3 +2 4 1 +03 +1 3 2+C4 +2 4 1 +03 +1 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 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 +C2 +2 3 2 +C2 +2 2 2+C2 +2 3 1-18 L 1 3 12° h-° 1 MIN. TYP. 2 +03+2 4 2 +C2 +2 3 2 +03 +2 4 2 +C3 +2 4 2 +02 +2 3 2 +C3 +2 4 g° REF. I /C � f/y �jo of Robert L. Clads, P.E. PE 839712 Slrucknal 2 +03 +2 4 2 +02 +2 3 2 +03 +2 4 2 +03 +2 4 2 +02 +2 3 2 +03 +2 4 2 +03 +2 4 2 +03 +2 3 2 +04 +2 4 2 +03+2 4 2+03+2 3 2 +04 +2 4 2 +03 +2 4 1 +03 +1 3 2 +C4 +2 4 2 +03+2 5 2 +03 +2 3 2 +04 +2 4 RAIL CL EXAMPLE CLUSTER WI QTY. 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 xamar F.K. w� 4/15/07 C CHG.TABLE #70 B, & SELECT VALUES DUE TO ANCHOR CAP. ADJ 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1529 NOKOMIS. FL 34274 P r ANCHORAGE SPACING, OX AND XO WINDOWS aY: F.K. 0e1 10/17/08 B REVISE ANCHORAGE FORMAT, HEAD &SILL CLUSTERS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rand* FIG °� 5/13/06 "'"� A ADD SPACE 01440181 NS TO GLASS TYPES G 7HRU L Or°w, ey F.K Date: 2128/06 anititiR Or J.J. 323/08 I m Visibly Better HR7t0 NTS 10 11 o c°° 4127 -10 C A A MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 1 3/4° MIN. E.D. TYP. CONCRETE ANCHOR, NOTE 1 1 /4' MAX SHIM WOOD ANCHOR, NOTE 2 NOTE 1,6, 1/4° MAX. JJJ SHIM 2x WOOD BUCK, NOTE 3 WOOD ANCHOR, DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 3/8° MIN. 1 3/8° MIN. il' 1/4° MAX. SHIM —►1 CONCRETE ANCHOR, NOTE 1 1/4' MAX. SHIM 11 I I ° MIN. E. D (H�& SILL A, B, C�DINTERIOR -7 INTERIOR r (JAMB DETAILS E, F & I) EXTERIOR 1 1/4° MIN. (1.5 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) NOTES. 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO A TAPCONS EMBEDED 13/8° MIN. OR 1/4° SS4 CRETE -FLEX EMBEDED 13/4° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 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 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 ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDmON. 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS CONCRETE ANCHOR, NOTE 1 1/4° MAX SHIM • • NOTE 1La ' I 1 3/4° MIN.A MIN. 3.4 KS E.D. TYP. CONCRETE A DETAIL C Rand By DOD. REVISE NOTES 18 2REGARDINOTRIMFIT HD. 8EMBEDMENT. F.K. 4/15!07 C ADD 1.F. FRAME. CHG. NOTES TO FBC, 'CURRENT EDITION' Dowd By Dab: Forkion. F.K. 10/17108 8 2x WOOD BUCK DETAIL D NOTE 3 WOOD ANCHOR, NOTE 2 1/4" MAX SHIM SEE NAILING DETAIL H (HEAD NAILING .131 DI& MIN. x 21/2' NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & 1. SEE MIN. A NAILING TYPICAL FLANGE FRAME SILL SECTIONS Itto F.K. Omney F.K. Omg 5/13X6 228/06 A REVISE EDGE DIST. , EMBEDMENT 8 8N7 REFERENCES ADD NOTE 5. Checked By J.J. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.Q. SOX 1529 NOKOMIS, FL 34274 P as r... ... t:u Florida Ac:::xt ^1 No Fa• action Dee; DETAIL G (SILL)A DETAIL I (JAMB) A TYPICAL INTEGRAL FIN FRAME SECTIONS TANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 11 m 11 Visibly Better seeetiodet d4gq N° 4127 -10 HR710 Half Robert L Clark, P.E. PE 639712 Structural