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WS-10-2212Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 157688 Permit Number: WS -12 -10 -2212 Scheduled Inspection Date: March 25, 2013 Inspector: Bruhn, Norman Owner: CONDO, SHORES PLAZA EAST Job Address: 736 NE 92 Street BLDG K Miami Shores, FL 33138 -0000 Project: <NONE> Contractor: THE COMPANIES OF R&S INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 113206044001 Phone: 305 - 256 -6666 Building Department Comments INSTALLATION OF 19 WINDOWS AND 1 DOOR. IMAPCT RESISTANT PRODUCTS AS PER LETTER SENT FROM CONDO, OK TO APPROVE 180 DAYS EXTENSION 9/2/11 03/01/2013 - PERMIT RENEWAL PER B.O. NORMAN BRUHN. NEW EXPIRATION DATE APRIL 4, 2013. Passed /i Failed ZS" 3 Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 154273. NO PERMIT OR PHOTOS OF MULLIONS ON SITE AVAILABLE FOR INSPECTION JR 3/28/11 March 22, 2013 For Inspections please call: (305)762 -4949 Page 8 of 48 111111111111111111111111111111 111111111111111 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 Chapter713, Florida Statutes, the following information is provided in this Notice of Commencement. CFN 2a a 1380172630 OR 8k 28516 Ps 02761 (1pg RECORDED 03/05/2013 13034:43 HARVEY RUVIai? CLERK OF COURT MIAf4I -€?ADE COUNTY? FLORIDA LAM* PAGE Space above reserved for use of recd ng cc ¢ r 723 V:Ats' N 1. Legal des grip • ; >f pro and stree : dress 2- -r E e. %tk "1 2. Description of improvement 3. Owner(s) name and address: - - S Pt L 4 C - 745" Nr - 1 5 M, A'Ft- 33 \591' Interest in property: Name and address of fee simple titleholder S *:-4/e 4. Contractor's name, address and phone number: " t\k1L c 4 P- •erg \ , - S 11C 9th 12S\ Bogs 25Cs? f Co Ca Co 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ B. 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 Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE C. MENCING OR RECORDING YOUR NOTICE OF COMMENCEMENT. .rA).E OF.FLOR)OA. COUNTY ® s Pape Signature(s) o ner(s) -ems orized.0#ieer/Di ector/Partner �, =.v CERTIFY that tl�s a �' pa c . A Prepared Prepared re.' i�, _!S MA Print Name ; C -1 -L 5 ^i-AL1-�� Print Name' , t , A.+ �1`�_ It: Title/Office '11C'k_. Pic -°3t t 3E,z r c S 2'�t -,4r Title /Offl -fir; r*' , : ,.' OiilCial *7'.r'' ii11. STATE OF FLORIDA COUNTY OF IAMI-DADE The for g i lg i¢t ment w pg t�ylked before me this day o By I Individually, or ❑ as for Personally known, or ❑ produced the following type of identificatio1111111111111411N1' Signature of Notary Public: °*��''�'` Print Name: W I I 'L ° Rffelfakiiiiiiiigiiiiiiin « = My Comm. Expires ep 23.2015 K '!'. 'o° Commission # EE 128810 4VI ; :•o° Bonded Through National Notary Assn. 0 4_0 - 0 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(s) Qwn rfs) or vne By < ±,. zed Officer /Director/Partner/Manager who signed above: By 23A1 -b2 3 3/10 '1 - t~fr k elk zo LE I✓ 8 .4141 i 0 8 fie- cii l C.60 e -ioL t V tt+ 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 r`LCF i HER>~t Y C i =i {i ri vrig?`/ f'i3,d ?rt ! t11l 3111 Mil 11111 11111 1111 111 CFN 2010R0867944 OR 8I, 27537 Ps 0053; (1r3''; RECORDED 12/29n010 1?M:4' HARVEY RtV CLEF :K OF COURT MIAMI -LADE COUNTY 4 FLORIDA LAST PAGE E A, COUM T Y OF DAD E stthisis..t �ofh1 AD20 ; �sR THE UNDERSIGNED hereby gives notice that improvements will be made( ifahatrvtea1i property, and in accordance with Chapter 713, Florida Statutes, the folio vdirfg nforrWdt is provided in this Notice of Commencement. C ni 1G;n:rr }� i ii Spa ab ve r eared for use of recording office 0� - al , scnptiarl,of roperty and str et/address: 715 NE c)# f �r C � a �` �, ' -I _ __ id ::j'x° .t `�lsi - �r - rAmi where -5, �$ 2. Description of improvement: >c 3. Owner(s) name and address: Ores Al z- interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: 5. Surety: (Paymer. bond required by owner from ct-sigor, if any) Name, address and phone number: Amount of bond $ S. Lender's name and address: t -ra `t N e`Gl.q+1 .S'ittC- 40■44._ c.-S cr21as -e. , r+teJ Di Vey 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Ow `; c ' w ' ut o z =1t Office •irector/Partner /Man r"' Prepared By #t /� 'l ■�4_ Prepared By�� Print Name Print Name C--\1 S %ice • Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this iS *L_.day of c›Le_. Title /Office (mil.1 Individually, or as r i for ' ❑ Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature By 129.01.52 PAGES 9N0 er(s) qJ wner(s)'s Authorized Oj er/Director/Partner /Manager who By fC ' f -tt. Lisgr 11 (0 ,e R2 124. 7J -3 tiEq‘Sk--W" • GPs S. rt Sr 9 U 2 IB S cAtgp ke .A..e, i1 . " ;" SYLVIA BAEZ r? +YFf'e;M _�. ;,t: Commission DD 687047 • ,.,moo,. expires August 8, 2011 ecndedihm Troy Fein Murata 10a4s70te Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 lO Permit No. Master Permit No. W 310 — v v l2, Permit Type: BUILDING ROOFING JOB ADDRESS: `13(0 NFL—. 012 (S City: Miami Shores County: Miami Dade Zip: 3 e..) Folio/Parcel #: Is the Building Historically Designated: Yes. NO x Flood Zone: OWNER: Name (Fee Simple Titleholder ) : S-rir) akg {)t_A-2.fix Phone #: P 51 el Address: 7L/ c f`1 F °l ( S City: M \ `c S o (li-� State: Ci%. 6 Zip: 3 3i3 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: 14k--- 'le " " Address: e 7s S l 29, -42.1 f City: 1-)V% t State: --F -L-0 Zip: -33\-1(0 Qualifier Name: -3'14=3 T- Ot,J Phone #: State Certification or Registration #: C C° ®1 1 Certificate of Competency #: Contact Phone #: Email Address: Phone #: 36 �" Co GI DESIGNER: Architect/Engineer: uLA.nL 0 S2q'7--' Value of Work for this Permit: $ Type of Work: ❑Addition ❑Alteration Description of Work: CH 1, ' (Z. Q\LCI P Phone #: 724 – G"1/41 Square/Linear Footage of Work: UNew Color thru tile: ORepair/Replace UDemolition Submittal Fee $ Permit Fee $ ...ce) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this 13 day of ' -13 20 L7 , bye. J TN-AVE-1.4A; who i 4 . ersonal ly known to . . e or who has produced As identification and who did take an oath. "c\en'?,�s�1/4'� NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY Contractor �f instrument was acknowledged before me this /3 by 1 T 43a4-0141 me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Joy) u(t /q 7 25 * EXPIRES: January 10, 2017 d'4 P# #! Bonded Tisu Bum Notmy Services ices Plans Examiner Zoning Structural Review (Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06 /10/2009XRevised 3 /15 /09XRevised 7/10/2007) Clerk MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC R BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Dosoi z , . ; , y 10100 N. W. 25th Stif eet Miami, Fl. 33172 FER 1 3 Z013 SCOPE: This NOA is being is ted- under- pplieableI!L1es and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "450" Aluminum Outswing glazed Doors w /wo Sidelites - Impact APPROVAL DOCUMENT: Drawing No.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., 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.aov /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. E -1 IIshaq I. Chanda, P.E. Product Control Examiner NOA No 12- 0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Submitted under file # 11- 1025.02) 1. Additional intermediate horizontal mull calculations, prepared by Al Farooq Corporation, dated JUN 29, 2012, signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 09/09/11 and last revised on APR 24, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under file # 11- 1025.02) 3. Glazing complies w/ ASTME- 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer ", expiring on 01/14/17. 2. Notice of Acceptance No. 08- 1224.04 issued to Solutia Inc. for "Saflex composite glass w/ PET interlayer ", expiring on 12/11/13. 3. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for " Saflex color & clear interlayer ", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 10/16/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This NOA revises # 11- 1025.02, expiring on November 09, 2016. 2. Hardware cut sheets verified and marked -up by the Architectural Testing (former Hurricane Testing lab). 3. Test proposal # 10 -0940, dated 11/17/10 approved by BNC. E -2 Lhaq Chanda, P.E. Product Control Examiner NOA No 12- 0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 TYPICAL EL- VAT10 \S 6 7/8" 120 -3/4" MAX. w 2 w tri OUTSWING 38 -9/16" FRAME WIDTH ro.L. OPG. WI - WIDTH H3� OUT OPG. 12 -7/8' b WIDTH 29 -3/4' / 3/0 35 -3/4' '. .// /%. / / / 1 / / / / / / / /. 30 -7/8' '\ /� . . . . . . . . NN �N \%J /. .\ 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" • D.L OPG. - D.L. WD OPG. 12 -7/8' b WIDTH 29 -3/4' / 3/0 35 -3/4' '. .// /%. / /1 30 -7/8' /. �N \%J /. /. / 106 -7/8' / / / 112 -7/8' \\ \ \ `\`\� . 10/0 / INACTIVE ACTIVE ) 6 7/8" 113-1/16" FRAME WIDTH • HINGES SEE SHEET 1.1 } 2/0 23 -3/4' 12 -7/8' 2/6 29 -3/4' / 3/0 35 -3/4' '. .// /%. / /1 30 -7/8' /. 100 -7/8' /. 9/0 106 -7/8' /, / / / / / / /. \ •-r . . . . . `.. t `1 c4 112 -7/8' // •/ 10/0 -i 106 -1/2° �/ // •/% /. I I , 1 ACTIVE �`I I' ACTIVE i i/ INACTIVE MULTIPLE SIDELITES AVAILABLE (SEE SHEET 6) NOMINAL PANEL WIDTH DOOR /SIDELITE PANEL WIDTH } 2/0 23 -3/4' 12 -7/8' 2/6 29 -3/4' / 3/0 35 -3/4' '. .// /%. `. 41 -3/4' 30 -7/8' // // 100 -7/8' 88 -1/2' 9/0 106 -7/8' 94 -1/2' 9/6 112 -7/8' 100 -1/2' 10/0 / / / / / // 106 -1/2° �/ // // . .` `N. I I , 1 / / I / ; / / ACTIVE i i/ INACTIVE MULTIPLE SIDELITES AVAILABLE (SEE SHEET 6) NOMINAL PANEL WIDTH DOOR /SIDELITE PANEL WIDTH D.L. DPG. 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° 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 AHMAO C14TL FLA. PF 70552 C.A.N. ' 538 i 2012 revisions: E 10.16.06 F 07.10.09 H 10.25.11 1 04,23.12 J 06.29.12 with tee FleAidl. Code kiiirame Q, f I 14 _1__ 44..L.. LEGEND —0 — OUTSWING DOOR DETAIL — ITEM DESCRIPTION (see sheet 2 of 7) REV PER OCCO COMMITS ITS UPDATED FOR 2007 EEC REV. PER BNC COMMENTS REV. PER PERA COMMENTS NO CHANGE THIS SHEET DWG. NO.: W98 -01 CG\ WINDOWS 8c DOORS 10100 northwest 25 street miomi, florid' 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 1 of 7 TYPICAL ELEVATIO \S LH CONFIGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) // TRUE HORIZONTAL MUNTIN (1 OR MORE PER DOOR OR SIDELITE PANEL) OPTIONAL TRUE MUNTINS DOOR OR SIDELITE FRAME HEIGHT = PANEL HEIGHT + 1 -7/8° (STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1-5/8" (ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2 -3/4° CGI 3 POINT LOCK 12 1OA : COPPER CREEK W/ CGI 3 POINT 1OAA : BALDWIN W/ CGI 3 POINT 10B : REGENT COMMERCIAL 3 POINT 1OC : BALDWIN SINGLE POINT LOCK 1OCC : COPPER CREEK SINGLE POINT LOCK IOD : DOR- 0 -MATIC SERIES 1690 10E : JACKSON SERIES 2085/2065 1OF : SURFACE MOUNTED LOCK Z REGENT COMMERCIAL o� W 3 POINT LOCK / / / / 1Za� a ACTIVE / INACTIVE 0 • 12 RESIDENTIAL HARDWARE 10A 10AA 10B 10C & LOCC IOD & 10E 10 F DOOR HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.(+) INT.( -) EXT.( +) INT.( -) EXT.( +) JNT.( -) 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 1OA : COPPER CREEK W/ CGI 3 POINT 1OAA : BALDWIN W/ CGI 3 POINT 10B : REGENT COMMERCIAL 3 POINT 1OC : BALDWIN SINGLE POINT LOCK 1OCC : COPPER CREEK SINGLE POINT LOCK IOD : DOR- 0 -MATIC SERIES 1690 10E : JACKSON SERIES 2085/2065 1OF : SURFACE MOUNTED LOCK Z REGENT COMMERCIAL o� W 3 POINT LOCK / / / / 1Za� a ACTIVE / INACTIVE 0 • 12 RESIDENTIAL HARDWARE COMMERCIAL HARDWARE HINGE LDCATIGNS MAX. DOOR HEIGHT NO. READ. 1 UPTO 90 -3/4' 3 35 1/2" • /. i/ / •ii / I 1 ♦ ♦` 11 ♦♦ ♦ � / ' /- /// / i ♦ ,.\ ♦ ■ ACTIVE l INACTIVE COMMERCIAL HARDWARE HINGE LDCATIGNS MAX. DOOR HEIGHT NO. READ. MAX. SPACING UPTO 90 -3/4' 3 35 1/2" ABOVE 90 -3/4' UPTD 120' 4 44 1/2" DOORS WITH 3 HINGES LIMITED TD 100 PSF HARDWARE DESCRIPTION BE-1W VgHs 0g 12 W CGI DOORS --(SEE SHEET 1) FIXED FIXED Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 CAN. 3538 III4.9.2Qi2 LEGEND -0 - OUTSWING DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) DWG. NO.: W98 -01 • CG\ WINDOWS 8c DOORS 10100 northwest 25 street miomi, Dori& 33172 product : Series 4.50 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 SILICONE GE -1200 DOW 995 DOW 899 3/16" HEAT STREN'D GLASS .075" INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090" SENTRYGLAS INTERLAYER BY 'DUPONT' 3/16" HEAT STREN'D GLASS GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS BULB VINYL CGI -3B2 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 'A1' 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 1110 BY 'SOLUTIA' 3/16" HEAT STREN'D GLASS c SILICONE GE -1200 OOW 995 DOW 899 GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS BULB VINYL CGI -382 1/8" OR 1/4° TEMP. GLASS AIR SPACE 3/16" ANN. GLASS .090" PVB INTERLAYER SAFLEX IIIG BY 'SOLUTIA' 3/16" HEAT STREN'D GLASS GLASS TYPE 'B1' 1" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS SILICONE GE -1200 DOW 995 DOW 899 BULB VINYL C01 -382 .090 ALUMINUM SHEET 1/4" PLYWOOD .090 ALUMINUM SHEET a SILICONE GE -1200 DOW 995 DOW 899 7/16" OVERALL COMPOSITE PANEL BULB VINYL CGI -382 .090 ALUMINUM SHEET 3/4" PLYWOOD .090 ALUMINUM SHEET a SILICONE GE -1200 DOW 995 DOW 899 1" OVERALL COMPOSITE PANEL =rim with the Eihrid =rim 1Pais • 0 x - Engr. JAVAD AHMAD FLA PE # 70592 C.A.N. 3538 UN 9 2012. GLAZING STOP OPTIONS CGI -375 65 CGI -396 CGI -504 .672 r_ m N Ib --d .742 �-- 00I -519 --080 CGI -515 DOORS AND SIDELITES CAN BE GLAZED USING SQUARE OR OGEE GLAZING BEADS /ADAPTERS DWG. NO.: W98 -01 • EI WINDOWS $c DOORS 10100 northwest 25 street miami, 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 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 QAA COI 3 POINT MECHANISM W/ BALDWIN SERIES 8200 DEAD BOLT HAGER SS HINGES 4 1/4" 38 9/16" FRAME WIDTH 24" H -0 MAX. Env: 4AVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 538 = .. / / '2. N t3 / ACTIVE io \ w* ate l /2-+O Ol p3 ihiltrader 1OAA N EQ 4) O7 is DWG. NO.: W98 -01 • CG\ WINDOWS ac DOORS 10100 northwest 25 street miomi, florid() 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 1.3 of 7 N. J I 24 3/4 I V / /U 32 1 /B" 68 5/8" D.L / 12 o /. c 1/ i 1 OM \ \ PANEL HEIGHT 12" MAX. I( / ` \\.• �. CO a CNi M IY / co a, INACTIVE ACTIVE t 1 1 1 1 t t---f- 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 QAA COI 3 POINT MECHANISM W/ BALDWIN SERIES 8200 DEAD BOLT HAGER SS HINGES 4 1/4" 38 9/16" FRAME WIDTH 24" H -0 MAX. Env: 4AVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 538 = .. / / '2. N t3 / ACTIVE io \ w* ate l /2-+O Ol p3 ihiltrader 1OAA N EQ 4) O7 is DWG. NO.: W98 -01 • CG\ WINDOWS ac DOORS 10100 northwest 25 street miomi, florid() 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 1.3 of 7 74 1/2" (TESTED SIZE) 4 1/4" 3" 24" MAX. • FRAME WIDTH 6" 3" 24" MAX. • 4 1/4" 4 1/4" g • elk 35 -1/2° MAX. PANEL WIDTH 6" .1 6" 24" DOORS LOAD CAPACITY - PSF FRAME HEIGHT FRAME WIDTH EXT.( +) INT.( -) 1 t--1 k1 Lf 1 70.0 \ / 84-1/2" ^ / / / /. 100 \ OR - 10E \ \ / / \ CONCEALED VERTICAL ROD \ \ \ OA PANEL HEIGHT 12" MAX. _ H k 71 N IV /. / / / / / ACTIVE ACTIVE g • elk 35 -1/2° MAX. PANEL WIDTH 6" .1 6" 24" DOORS LOAD CAPACITY - PSF FRAME HEIGHT FRAME WIDTH EXT.( +) INT.( -) 96 -1/2" 74 -1/2" 70.0 70.0 84-1/2" 74-1/2" 80.0 80.0 DOOR NOT RATED FOR WATER INFILTRATION RESISTANCE. QUAUFIED WITH ALL GLASS TYPES SHOWN ON SHEET 1.2 LOCK OPTIONS 10D AND 10E 7 1/4" P O 38 9/16" FRAME WIDTH ea Ca S — CVR PANIC HARDWARE APPROVED PANIC HARDWARE FOR DOORS DOR -O -MATIC SERIES 1690 TOUCHBAR EXIT DEVICE JACKSON SERIES 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE ifl 7 1/4" 7 1/4" Engr: JAVAO AHMAD CIVIL FLA. PE 1 70592 C.A.N. 538 UN 2 9 201 01111115T. BkVISED .03 DWG. NO.: W98 -01 • CG\ WINDOWS at DOORS 10100 northwest 25 street miomi, florid° 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.4 of 11 / u CONCEALED _ VERTICAL ROD CO J -0 / N Ilar / / 1 / /. d �% H 0 Er 71 y 3 100 OR \ s 10E \ N \ to en" ACTIVE t\ ea Ca S — CVR PANIC HARDWARE APPROVED PANIC HARDWARE FOR DOORS DOR -O -MATIC SERIES 1690 TOUCHBAR EXIT DEVICE JACKSON SERIES 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE ifl 7 1/4" 7 1/4" Engr: JAVAO AHMAD CIVIL FLA. PE 1 70592 C.A.N. 538 UN 2 9 201 01111115T. BkVISED .03 DWG. NO.: W98 -01 • CG\ WINDOWS at DOORS 10100 northwest 25 street miomi, florid° 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.4 of BILL OF MATERIALS ITEM 1 2A 2B 2C 3 5 6 7 r 8 9 10 10 10 10 10 10 10 10 1fl DESCRIPTION #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) 3/8 -16 FULLY THREADED CONTINUOUS ROD 3/8 -16 HEX NUT 1 1/2" X 1 1/2" X 3/16 "THK. ALUMINUM PLATE SHEAR CUP (EXT. NO. 506) DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS & 24" O.C. MAX. 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 6" FROM ENDS, 3 @ CENTER OF PAIRS SPACED 6" O.C. & 24" O.C. MAX. #10 X 1" PH —PH —SS TEKS SCREW, @ 3" & 7" FROM ENDS & 19 -3/8" O.C. MAX. #14 X 3/4" HEX HEAD S/S TEKS SCREW AT 6" FROM ENDS & 24 3/16" O.C. MAX. .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) .350 HIGH FOAM —TITE WEATHERSEAL (AMESBURY # 32011) ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) ,q CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY COPPER CREEEK SERIES E MODEL D82410. 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 BALDWN SERIES 8200 DEAD BOLT. 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 UST 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. lame :11::! Engr: JAVAD L .AHMAD CNI FLA. PE 1573792 C.A.N. X536 W W MOWS REIttoliga Aietiperssi*ME 3 lighailim DWG. NO.: W98 -01 • CG\ WINDOWS Sc DOORS 10100 northwest 25 street miami, florido 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 2 of 7 ITEM 1 2A 2B 2C 3 5 6 7 r 8 9 10 10 10 10 10 10 10 10 1fl DESCRIPTION #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) 3/8 -16 FULLY THREADED CONTINUOUS ROD 3/8 -16 HEX NUT 1 1/2" X 1 1/2" X 3/16 "THK. ALUMINUM PLATE SHEAR CUP (EXT. NO. 506) DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS & 24" O.C. MAX. 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 6" FROM ENDS, 3 @ CENTER OF PAIRS SPACED 6" O.C. & 24" O.C. MAX. #10 X 1" PH —PH —SS TEKS SCREW, @ 3" & 7" FROM ENDS & 19 -3/8" O.C. MAX. #14 X 3/4" HEX HEAD S/S TEKS SCREW AT 6" FROM ENDS & 24 3/16" O.C. MAX. .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) .350 HIGH FOAM —TITE WEATHERSEAL (AMESBURY # 32011) ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) ,q CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY COPPER CREEEK SERIES E MODEL D82410. 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 BALDWN SERIES 8200 DEAD BOLT. 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 UST 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. lame :11::! Engr: JAVAD L .AHMAD CNI FLA. PE 1573792 C.A.N. X536 W W MOWS REIttoliga Aietiperssi*ME 3 lighailim DWG. NO.: W98 -01 • CG\ WINDOWS Sc DOORS 10100 northwest 25 street miami, florido 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 2 of 7 4.462 .125 CGI -507 DOOR FRAME HEAD /SILL CGI -511 JAMB COVER 4.562 CGI — 509 FRAME JAMB /MULLION CGI -503 NARROW SIDELITE STILE CGI -502 JAMB /LOCK /SIDELITE STILE .656 CGI -505 ASTRAGAL 075 CGI -500A TOP RAIL 2.388 CG —510 SIDELITE MULLION L_ jj li .465 .075 I—�- -1.063 IL 1 -�i CGI -508 FRAME COVER 1.844 CGI -501 BOTTOM RAIL CGI -540 4.000 SADDLE THRESHOLDS CGI -514 HORIZONTAL MUNTIN E 21 CGI -375 CGI -396 Engr: JAVAD AHMAD ML FLA. PE C # 70592 C.A.N. 538 .050 CGI -504 .672 as --a .742 k- CGI -519 -.080 a .080 0 .744 CGI -515 co m DWG. NO.: W98 -01 • CG\ WINDOWS Sc DOORS 10100 northwest 25 street miami, florid() 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 2.1 of 7 Bol t Assembly Bol t Housing #10 x 3/4" PH SMS Flushbolt Tip Linkage Assy. Rod Keyed Cylinder /Deadbol Assy. Connection Wheel TOP SECTION SHOWN (BOTTOM SIMILAR) CGI CUSTOM 3 —POINT LOCK 1/2" Flushbolt Activator 1 0 TOP SECTION SHOWN (BOTTOM SIMILAR) 12 #10 x 3/4" PH SMS 8 x 1/2" PH MS Flushbolts (Inactive Panel) 1/2" F�1L Bolt Tip 111 Threaded Rod Keyed Cylinder Deadbolt Assembly 0 Actuator Arm REGENT 3 POINT COMMERCIAL LOCK #10 x 3/4" PH SMS Actuator Arm OS 1/2" Bolt Housing Bolt Tip TOP SEC110N SHOWN (BOTTOM SIMILAR) #10 x 3/4" PH SMS #10 x 3/4" FH SMS — n SURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT mow? NEMO area .. ibeimike .12 4.o 3 Surface Mounted Activator DWG. NO.: W98 -01 Engr: JAVA) AHMAQ CI41L FLAC. RE # 70592 A.N. 5:38 • CG\ WINDOWS ac DOORS 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Sidelites 9 9 2012 date : 10 -20 -97 sheet 2.2 of 7 #12 x 1 1/2" FH SMS Keeper Top Lock Assembly Dor —O —Matic 1690 gR N N Engr. JAVAD AHMAD CIVIL ' FLA. PE # 70592 C.A.N. 3538 UN 29 2012 #8 x 3/4" FH SMS Strike Plate 1/2° Jackson 2086i Top Guide w /trip release Top Bolt Bottom Bolt Bolt Guide cTv>I ilholota oaf* iife;f /4 L #10 x 1/2" FH MS 1 #10 x 1/2" FH MS DWG. NO.: W98 -01 • EL WINDOWS ac DOORS 10100 northwest 25 street miami, fiorido 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 2.3 of 7 n 1/4" DIA. ULTRACON ® 6" FROM ENDS AND 24" O.C. (INTERMEDIAT (SEE/ MEET EDGE 3 KSI CONQ rE RS) 1/4" DIA. ULTRACON� SEE SHEET 7 ED E DIST 1X4 PT WOOD SEE NOTE BELOW 1- = W _ W L� 2X4 PT WOOD SEE NOTE BEL SEALANT OPTIONAL INSTALLATION �NTO 2X4 PT WOOD SEE SHEETS 2.2 & 2.3 FOR BOLT ENGAGEMENT TYPICAL TYPICAL TYPICAL .125 OPTIONAL SQUARE GLAZING (SEE SHEET 1.2) TYPICAL #12 SCREWS 3/ END 1.844 2.082 F.100 I = I I I I �v� 3 K .I. CON "ETE 4'4 W TYPICAL JAMB ANCHORS 1/4" DIA. ULTRACON C© 6" FROM ENDS AND 19 -3/8" O.C. FOR LOADS UPTO 70 PSF 14 -1/2" O.C. FOR LOADS UPTO 110 PSF 12" 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 1/4" DIA. ULTRACON ® 6" FROM ENDS AND 24" 0.C. (INTERMEDIATE ANCHORS) I-o--1.250 2X4 PT WOOD .150 EXTERIOR OPTIONAL INSTALLATION INTO 2X4 PT WOOD NOTE: 1X OR 2X WOOD BUCKS NOT BY CGI MUST BE PROPERLY SECURED AND MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM. NOTE: ihMg1 ALL ANCHOR CONDITIONS SHOWN ON p SHEETS 3, 4 AND 5 MAY BE DIRECTLY TO MASONRY WITH 1/4" MAX. SHIM SPACe a = WITHOUT VARIATION IN CAPACITY. a s g W W 0 = - INTERIOR 502 FRAME WIDTH 13 ASTRAGAL REQD. FOR WATER RESISTANT DOORS ONLY 8 ACTIVE 0 EXTERIOR 502 OR 16 Engr. JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 in.aticr REVISER : tire l 11 /2 - 7o6 03 ,I /s //G 505 A OUT SWING DOOR LOCK OPTIONS SEE SHEET 1.1 DWG. NO.: W98 -01 • EL WINDOWS 8c DOORS 10100 northwest 25 street miomi, florid(' 33172 product : Series 450 Outswirtg Doors & Sidelites dote : 10 -20 -97 sheet 3 of 7 THIS SILL IS NOT RATED FOR WATER ADA SADDLE 502 MULLION #1 �----- 2.878 -4- 1.250 1X4 PT WOOD SEE NOTE SHEET 3 r511L, ` 511 SMALL SIDELITE STILE (EXT. 503) AT SIDELITES 1' -6" WIDE OR SMALLER. 511 r---- -1/4° MIN. 502 EXTERIOR SWEEP --ti .500 —1.844 DOOR PANEL WIDTH 1.918 .675 L 4.812 EXTERIOR @ DS SEALANT DOOR FRAME WIDTH .188 `-Zar — 11111•11. Xl , 4. .125 1/4" DIA. ULTRACON © 6" FROM ENDS & 19 -3/8" 0.C. AT INTERMEDIATE ANCHORS SEE SHEET 6 --1.250 SIDELITE PANEL WIDTH 1/4° SHIM SIDELITE FRAME WIDTH SIDELITE FRAME WIDTH 4" WIDE SADDLE THRESHOLD 540 THIS SILL IS NOT RATED FOR WATER RESIDENTIAL SADDLE 1/4" DIA. ULTRACON U 6" FROM ENDS & 24" 0.C. 3 SI CONCRETE .�4 DOE ' 1ST-. 4 • el EXTERIOR .125 Dame REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS Engr: JAVAD AHMAD CIVIL FLA. PE # 70582 C.A.M. 3538 W Li. 42 sd idinc r Vl wide tbs DWG. NO.: W98 -01 • EL WINDOWS Sc DOORS 10100 northwest 25 street miomi, florid(' 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 4 of MULLION TYPE 1 WIDE STILE -WIDE STILE 502 SEALANT 511 4.812 EXTERIOR SIDELITE PANEL WIDTH MULLION TYPE 2 WIDE STILE - NARROW STILE 502 _J .675 4.812 k� 1.062 .675 SIDELITE PANEL WIDTH DOOR SIMILAR MULLION TYPE 3 NARROW STILE- NARROW STILE 1.918 EXTERIOR SIDELITE PANEL WIDTH SIDELITE PANEL WIDTH 1.062 SIDELITE PANEL WIDTH WIDTH NO - DOOR PANEL + FIXED PANEL 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS Engr. JAVAD AHMAD CIVIL FLA, PE # 70592 C.A.M. 3538 wt..caz- MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 3 WIDTH (W) / / / C / \ N. `. !i ) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 1/6 2/0 2/6 3/0 3/6 PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH WIDTH NO - DOOR PANEL + FIXED PANEL 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS Engr. JAVAD AHMAD CIVIL FLA, PE # 70592 C.A.M. 3538 wt..caz- 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 1 00.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 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 - - - - 1/6 2/0 2/6 3/0 70.0 70.0 70.0 70.0 100.0 110.0 9/6 70.0 70.0 70.0 70.0 - - 70.0 70.0 - - - - 70.0 70.0 - - - - 1/6 2/0 2/6 3/0 70.0 70.0 70.0 70.0 70.0 70.0 10 /0 70.0 70.0 70.0 70.0 - - 70.0 70.0 - - - - 59.9 59.9 - - - - CT Miaftviso Dalinseadt Aellipost Ile tkietZtaiefir il�billrw 1 DWG. NO.: W98 -01 • EL WINDOWS 8c IDOORS 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 5 of 7 PANEL PERFORMANCE CHART FOR SINGLE & DOUBLE DOORS & SINGLE SIDELITES (NARROW STILE SIOEUTES 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' & 'Bl' NOM. PANEL WIDTH NOM. PANEL HEIGHT EXT. CO INT. < -) EXT. (+) 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 tl - - 2/0 2/6 3/0 3/6 8/6 100.0 110.0 70.0 x 70.0 x - - 100.0 110.0 70.0 r 70.0 *I - - 1004 110.0 70.0 x 70.0 * - - 70.0 70.0 70.0 * 70.0 * - - 2/0 2/6 3/0 9/0 100.0 110.0 70.0 w 70.0 * - - 100.0 110.0 70.0 a 70.0 * - - 100.0 110.0 70.0 lc 70.0 x - - 2/0 2/6 3/0 9/6 70.0 70.0 70.0 * 70.0 * - - 70.0 70.0 70.0 * 70.0 * - - 70.0 70.0 70.0 ■ 70.0 x - - 2/0 2/6 3/0 10/0 70.0 70.0 70.0 * 70.0 M - - 70.0 70.0 70.0 ill 70.0 NE - - 70.0 70.0 70.0 NI 70.0 * - - LOADS OWN ARE FOR DOORS USING THRESHOLDS () IN ANY CONDITION AND ® & SS WHERE WATER INFILTRATION REQUIREMEN S ARE NOT APPLICABLE. * GLASS LIMITED TO 8/0 DAYLITE OPENING. PANEL SIZES ABOVE 8/0 REQUIRE TRUE MUNTIN tL' 0 4 0 507 7 OUTSWING OUTSWING (SADDLE) RESIDENTIAL (SADDLE) 8 PANEL WIDTH n Y PANEL WIDTH LPANEL WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 PARTIAL COMPOSITE PANEL OR GLASS APPLICABLE TO DOOR /SIDELITE THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS AND SIDELITES. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. STEPS TO USE CHARTS; 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2010 FLORIDA BLDG. CODE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF' FBC. 3. SELECT A DOOR SYSTEM I.E. OUTSWING AND TYPE OF THRESHOLD AND LOCK OPTIONS. 4. CHECK THE ALLOWABLE' EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE. CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEET 7) 6. FOR MULLED SIDELITE REFER TO MULLION CAPACITY. 7. LOWER DESIGN PRESSURE FROM LOCK, GLASS, PANEL PERFORMANCE, MULLION AND ANCHOR CAPACITY AT SILL AND THRESHOLD TYPES SHALL CONTROL FOR THE ENTIRE SYSTEM. Engr: JAYAD AHMAD CIVIL FLA. P£ # 70592 C.A.N. 3538 =twig Moe *edit Z- 6P ©6•o3 fa COMP - ANL \W9$ -01CG c 0 .y c 0 L U N 0 1 0 .a 0 'a d 0 S 0 1 a_ ) ) drawing no. W98 -01 sheet 6 of 7 6" 24" [ I I lel / / / / / / / / / / /% ■ / PANEL WIDTH I -J a. 0 \� SINGLE DOOR OR SIDEL.ITE 6" -MUWON ANCHORS AT SIDELITE 24" I MAX.1 1 x111111! MTG. STILE ANCHORS DOOR HEIGHT MTG. STILE ANCHORS 1 DOUBLE DOOR 3" MIN. TYP. ANCHOR SPACING J� (1 1 1} I (1 1 1 1 1 1 CLUSTER OF ANCHORS 3, 4, 5 OR 6 (3) 2 AT SIDEUTE 1 AT DOOR (5) 3 AT SIDEUTE 2 AT DOOR SEE CHART FOR CAPACITY 1 ....... .,r,..' __ DIMS. DESIGN LOAD CAPACTY-PSF • ' ;'" NOMINAL / / / PANEL WIDTH '--_ \ \ \ CLUSTER OF 3 ANCHORS CLUSTER OF 4 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 / / / • i ' d'es, / \ / \ 110.0 110.0 110.0 \ 110.0 •-•-• V / 90.7 110.0 110.0 • \\ 93.9 110.0 110.0 / 58.6 78.1 110.0 101.3 110.0 \ 80.5 110.0 110.0 / 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 \ 100.7 // 110.0 110.0 110.0 77.2 // 110.0 /' 110.0 80.5 \ \\ \ 110.0 110.0 110.0 64.8 // / 110.0 110.0 110.0 67.1 89.5 \\ \ / / 74.4 110.0 96.5 110.0 57.5 76.7 110.0 108.0 110.0 DOUBLE DOOR 3" MIN. TYP. ANCHOR SPACING J� (1 1 1} I (1 1 1 1 1 1 CLUSTER OF ANCHORS 3, 4, 5 OR 6 (3) 2 AT SIDEUTE 1 AT DOOR (5) 3 AT SIDEUTE 2 AT DOOR SEE CHART FOR CAPACITY 1 io DOOR HEIGHT 1 1111 ' _ PANEL WIDTH III; I 111 PANEL WIDTH 1I 1 i1 PANEL WIDTH 111) 1 PANEL WIDTH MULLION ANCHORS AT SIDELITES ....... NOMINAL DIMS. __ DIMS. DESIGN LOAD CAPACTY-PSF • ' ;'" NOMINAL TYPE 'C' AT 3 -0 & SS2 SILL PANEL WIDTH '--_ PANEL WIDTH PANEL HEIGHT CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS _ CLUSTER OF 3 ANCHORS / / / CLUSTER OF 4 ANCHORS \ \ \\ CLUSTER OF 4 ANCHORS 2/0 2/6 3/0 3/6 6/8 100.3 110.0 _ 110.0 / / / \ i ' d'es, / \ ♦\\ \ 110.0 110.0 110.0 84.5 110.0 •-•-• V ,# 90.7 110.0 110.0 • 70.4 93.9 110.0 110.0 ..._ io DOOR HEIGHT 1 1111 ' _ PANEL WIDTH III; I 111 PANEL WIDTH 1I 1 i1 PANEL WIDTH 111) 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 'B' & TYPE 'C' AT SSt SILL TYPE 'C' AT 3 -0 & SS2 SILL PANEL WIDTH PANEL HEIGHT PANEL WIDTH PANEL HEIGHT CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 8 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 85.2 97.8 84.5 107.8 50.4 67.2 100.8 94.6 110.0 2/0 2/6 3/0 3/6 8/6 78.8 105.1 110.0 110.0 110.0 2/0 2/6 3/0 3/6 8/6 83.0 110.0 110.0 110.0 110.0 63.7 84.9 110.0 110.0 110.0 66.4 88.6 110.0 110.0 110.0 53.5 71.3 106.9 92.4 110.0 55.4 73.8 110.0 103.9 110.0 46.0 61.4 92.1 79.6 101.5 47.4 63.3 94.9 89.1 110.0 2/0 2/6 3/0 9/0 74.5 99.3 110.0 110.0 110.0 2/0 2/6 3/0 9/0 78.5 104.6 110.0 110.0 110.0 60.2 80.3 110.0 104.0 110.0 62.8 83.7 110.0 110.0 110.0 50.5 67.3 110.0 87.3 110.0 52.3 69.7 104.6 98.2 110.0 2/0 2/6 3/0 9/6 70.6 94.1 110.0 110.0 110.0 2/0 2/6 3/0 9/6 74.4 99.1 110.0 110.0 110.0 57.0 76.1 110.0 98.6 110.0 59.5 79.3 110.0 110.0 110.0 47.9 63.8 95.7 82.7 105.6 49.6 66.1 99.1 93.1 110.0 2/0 2/6 3/0 10 /0 67.1 89.4 110.0 110.0 110.0 2/0 2/6 3/0 10/0 30.7 94.2 110.0 110.0 110.0 54.2 72.3 108.4 93.7 110.0 56.5 75.4 110.0 106.1 110.0 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. IlLTRACON BY 'ELCO' (Fu =177 KSI, Fya155 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1 /2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE 1 -1 /4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONCRETE 1 -1 /4" MIN. EMBED INTO CONC. OR MASONRY EDGE DISTANCES INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. KSI) -AT HEAD TYPE 'C'- 1/4" DIA. ULTRACO B 'ELCO' (Fu' 177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1 -3/4" MIN. EMBED INTO CONC. EDGE DISTANCES INTO CONCRETE = 2 -1/2" MIN. CONCRETE f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK f'm = 2000 PSI MIN. TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT 6" FROM CORNERS MAX. SPACING 24" O.C. AT HEAD & SILL. -AT HEAD OR SILL STEPS TO USE CHARTS; 1. SELECT TYPE OF ANCHOR. 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE LOAD CAPACITY. THIS LOAD CAPACITY MUST MEET OR EXCEED DESIGN WIND LOAD REQUIREMENT DETERMINE IN STEP 1 OF SHEET 6. Engr: JAVAD AHMAD CML FLA. PE # 70592 C.A.N. 3538 MOWN Mg4+1469 Is=w11111 Ike Medea likekvaseihwe /2-6 .0 m z ot Pit • O • o Ct Cis crcUgg Otader'el COMP — ANL \W98 -01CG) <n tY 0 0 WINDOWS Sc C.9 0 w N C4 re) . M o os FAX. (305) 593 -6592 rn to c N c 0 a) 0 0. U 0 1 0 2 1 • 0 c c 1 date: 01 -02 -98 (scale: 1/2" = 1 ") 0 A ay' drawing no. W98 -01 sheet 7 of 7 #12 SCREWS 2/ END EXTERIOR HEAD CORNER DETAIL CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SILPRUF. (,SS2) RESIDENTIAL SADDLE SILL CORNER CONSTRUCTION INTERIOR #12 SCREWS 3/ END 2 X 2 X 1/4" ALUM ANGLE #12 SCREWS 2/ LEG EXTERIOR INTERIOR (SS1) ADA SILL CORNER DETAIL, 2 X 2 X 1/40 ALUM ANGLE rN,,___#12 SCREWS 2/ LEG EXTERIOR v teDvc: muse /2-0.9‘.e3 �.: awe 40l64 jZO /C PANEL CORNER DETAIL (SO) STD. SILL CORNER DETAIL INTERIOR ADA SILL ® MULLION Engr: JAVAD AMMAD FLA. PE # 592 C.A.N. 33535 70 z o g- o Es go u. o o 0 &Q4 o to- vu) u 0 oo J n 0 V N c 0 0 v 1 .o a�+ Toi0 •o tl a 0 1 CD 0 0 1 drawing no. W98 -01 sheet 7.1of 7 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: 7 3( t t 2 FBC 20 Permit No. wS- \Z- \o -22\Z. Master Permit No. ROOFING City: Miami Shores County: Miami Dade Zip: 33k 38 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): S- -12 2A- Phone #: S ' ct Address: —1 tk� tit- at \ 1� � City: ¥\ !*`∎. %No State: T. (-°4) --‘ 1J 4 Zip: ' 3\ 3� Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: l4 C - \�-4 e C & \► Phone#: 3 ©6-- 2SZ , -- (0(0(6 (p Address: 0 7 1 S City: MN State: C Zip: 3 3 \ l to Qualifier Name: bi1W 1J rtifi StateCe gis cation orRegisU- ation #: ,OCC Cenificatea-Cbmpetency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: v�44\..s O St-L# E22-. Phone #: 7SG --9A1 --61`ko Phone #: Value of Work for this Permit: Square/Linear Footage of Work: Typ of Wor, *a ,,UAd4 9n i lttera ep f/Replace D pthM 6T 1V6iki ':. a i r fs 44,r.E. % 'C711:; adfitM1" > ➢. Color thru tile: * * * ********** �x****�x**** **** � *** **** Fees * ******** ** *:* ** ** ***** ** *** * * **** * * **** *mix Submittal Fee $ Permit Fee $ ,7J CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 7 ® , C 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 most be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOIL FRS, 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 foregoingi instrument was acknowled ed before me this l day of �, 201 ; by car Ds l (4 4_11 y nstrument was acknowll(edd ed befor 2012 - by J� -1 w o is personall known toje or who has produced 1J. who '.. ersonally known tom , who has produced ` 1 -I IC to fr `0 FSAs identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: My Commission E Sign: Print: My Co j A . A # 1 / Tit Comm. Expires May 17, 2013 Commission # DO 855424 ****** ******** ** ******* **** ** *******:x***** **** * *** ************* x:************** ***x:****** **x:*** *** ** *m**** APPROVED BY ,ice: _ Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) ?fie Shores Plaza Past Condominium Association, Inc. 745 North East 9114 Street Miami Shores, FL 33138 305- 759.9089 - VoioefFax TheSPECAinc@oomaast.net- E-Mail June 21,2012 Mr. Ramon Baez, Mrs. Sylvia Baez South Florida Impact Windows & Doors 4530 SW 71' Avenue Miami, FL 33155 Re: Open Permits /Notice or Termination Dear Mrs. Baez: The association has repeatedly tried to contact you and your company over the matter of unfinished work concerning the installation of impact windows and doors on our property. As of this writing the following permits related to our contract with you are still open: WS -12 -10 -2190 723 NE 91 Street WS -12 -10 -2191 717 NE 91 Street WS -12 -10 -2192' 716 NE 92 Street WS -12 -10 -2193 715 NE 91 Street WS -12 -10 -2194 725 NE 91 Street WS -12 -10 -2210 9160 NE 8 Avenue WS -12 -10 -2211 755 NE 91 Street WS -12 -10 -2212 736 NE 92 Street WS -12 -10 -2213 9140 NE 8 Avenue WS -12 -10 -2214 735 NE 91 Street WS -12 -10 -2215 9120 NE 8 Avenue WS -12 -10 -2231 726 NE 92 Street Since our repeated attempts to contact you have gone unanswered we have no choice but to replace you with another vendor /contractor to finish the job. This letter serves as a Notice of Termination on our part to satisfy the change of vendor requirements of The Miami Shores Village. Should you have any questions, comments or concerns, please feel free to call the Association office at 305 - 759 -9069 or send an E Mail to SPE123 @att.net Very truly yours, Board of Directors, SPECA cc. File cc. Yudany Fernandez, Esq. 1i} 1r1i, rp ' lr 'r,l1111111t1111rl'1rr11111r1l' 11rrrrt111111111 O- t 6LS9 -9 �iio 01 m s ail 433SSS32i0(V SV 312V 1-13a ION 113©N3S 01. N�1.n131 ZT /SZI90 00 I 30 OEE 3IXIN \'‘el\ BI 51 ' 09ZL L9 6 'l.uuu u t.rrc SZ €7-W 1131:111t132 w 3N11.031400 1)t OlOd `SS3Zi.00V NdCI- =38 3141 d0 .1.1.1M 131:41 3dO 13AN3 dO dal l7 b3.N311S. 30K1d 7t2 -\ `W cgs) oG1-1 sn ))\(4 Thv -J; � L Samoa 5 \� \ \NY-191.k 'wS S I1 -b6i 2 SSIEE 1Nti0Wd i ) t�t££ �Ikld ZI 'IZ l3 IWHIW 301;11S0d S n DOWN 7vlsod sscvtsasuwn 8E1 EE'H'52J°MS ItuelW S 516 Ise3 'PJON S%L OPP3 14Pki 1"13 Mao SENDER: COMPLETE THIS SECTION X Complete items 1, 2, and 3. Also complete Item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you, IX Attach this card to the back of the mailplece, or on the front if space permits. 1. Article Addressed to: 5ftvl\falkb-k 1440C Sao 5' tee°" COMPLETE THIS SECTION ON DELIVERY A. Signature X 13, Received by (Printed Name) D Agent ® Addressee C. Date of Delivery D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: a No • Service lYPe D Certified Malt 0 Express Mal D ;Registered ❑; Return Recelpt for Merchandlse ❑'Insured Man D C.O.D. 4. Restricted Delivery? (Extra Fee) in yes 2, t Article Number ro7009 3410 0001 9987 7760 t;'raftsfar�rmrn se Ps form 3811, February 2004 Domestio Return Receipt 1p 6-02 M-154O JUL1 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR 1 ARCHITECT Permit N.V.5%i2 -1b`-' 2Z\ Owner's Name (Fee Simple Title Holder): S o(? ?t -1.1\ "t S c Cot-t0 #: S 1 S l ^ cl 0001 Owner's.Address: 145- Nt- csk \ s-re-kizA- City: kk\— State : "-° n Zip Code: 33 MS Job Address (Of where work is being done): 7 C L'I'L Ct 2 5-V0-?e- City: Miami Shores State: Florida Zip Code: 33'13% Contractor's Company Name: -Nti — &..sA S 106 Phone #: 35S--251Q- (0(067(c) Address: el sw t.2°► '- City: N\1- -\ State: 'P'C Zip Code: Qualifier's Name : 364st T D (s-Nt•m- Lic. Number: Architect) Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work :. °Mit - ®vim 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. Sig owner or Agent The foregoing instrument was aknowledged before me �� thisil day of a y ,2012—,by l 141 4, this Who is personally known to me or who has produced 7). 1 — d l O ® `° indication. Notary P b ic: Sign: , A I Ai. • • +,4 N Seal: ` , . p *vs MARIA M. SOUS 1 t °= Notary Public - State of Florida r` My Comm. Expires Maw1T, 2013 Commission # OD 855424, Contractor or Architect trument was aknowledged befor 2t 2L by Ibkn ne� who is personally known or who has produced as indentifIcation. Notary P Sign: Seal: ' 0,.10 1:44„ M. SDUS = r� ,° a Notary Public - State of Florida 1 I .4 My Comm. Expires May 17, 2013♦ 0 '''itgApitte ' Commission # DD $55424 0 The Snores Plaza Past Condominium Assam Inc. September 13, 2011 Norman Bruhn (CBO) Building Director Miami Shores Building Dept. 10050 NE 2nd Ave Miami Shores, FL 33138 745 North East 914 Street Miami Shores, FL 33138 305- 789 - 9089 - Voice/Fax TheSPECAI cast.net- E-Mail SEP 1 9 2011 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, 738 NE 92 Street, 726 NE 92 Street, Miami Shores, FL 33138 Permit Type: Windows/Shutters Expiration Date: 9/1 8/2011, 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 attorney on July 21, 2011. Our attorney has instructed us to go to small claims court over this issue. Based on the current situation The Board of Directors respectfully requests that the Village grant us an extension of the above referenced permit so that we may resolve this matter by obtaining another contractor to finish the job should things not work out with South Florida Impact Windows and Doors. Cordially, The Board of Directors Shores Plaza East Condominium SW 45 J 547- 9401 esuarez @suarezeng.com www.suarezeng.c ©m January 24, 2010 Miami Shores Village Building Department 10050 Northeast 2nd Avenue Miami Shores, FL 33138 Tel: (305) 795 -2204 RE: Permit #12 -10 -2215 9120 NE 8th Avenue 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 t V lV 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,. s ..�Y IHiatir'ttr CE.- uriginal Ir it ! � 11111 11111 111 11111 1111 CtrFcif 2O1OROS6.794 -4 OR Ek 27537 Ps 0053; (1ns)) RECORDED 12/290010 13:23:43 HARVEY R'UV'IKr CLERK OF COURT MIAMI -DADE COUNTY FLORIDA LAST 'PAGE A, COUNTY OF DAD 'that This is t y of ih€? THE UNDERSIGNED hereby gives notice that Improvements will be madatirdertetryteatr property, and in accordance with Chapter 713, Florida Statutes, the folio lifdn -i (& is provided in this Notice of Commencement. Ata Lg al scriptiog,of property an t cxrnt�: Spa a above r erved for use of recording office s gt/address: 715 NE`�1,1-5�C�r fjL "� t.S>>r 1/�ME - ��kefe�s --L 3�i3� 2. Descliption of improvement: 3. Owner(s) name and address: Orris P1 Interest in property: Name and address of fee simple titleholder. 4. Contractor's name, address and phone number Vii" CGINto- ihtiGLr t JAUC- 7 Oi 5. Surety: (PaymerZ bond required by owner from con ctor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Prepared By Print Name Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this By • ; w Auto z:p AID .r"- . Office irector/Partner /Mane a� Prepared By -'^ , �" ti` ` -g-$ Print Name u Title /Office il. '3-31 1'S'"--day of y . Za('0 Individually, or as -' " " for ❑ Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATIOJ4 PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury,1 declare that I have read the foregoing and that the facts stated in It are true, to the best of my knowledge and belief. Signature By 123.01 -52 PAGE 8 3/10 0 er(s) o er(s)'s Authorized er/Director/Partner /Manager who f N rei ld eJs 1 Z ';*,ri1'`' Commission DD 687047 .1'4 `' pires August 8, 2011 ,no ,,. tded mn *Troy rreNlr3utana&il464✓ 7019 By , . 4. u -eclr� - re 4 2' 94*r 124' IJ�iZ.+d3 7JJ -ti -�' 9120 24ijit,e7 cULID fit. cti t,t1 N V� Protect Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number 736 NE 92 Street Number: BLDG K Miami Shores, FL 33138 -0000 113206044001 Block: Lot: Owner Information Address Phone Applicant SHORES PLAZA EAST CONDO Cell Contractor(s) Phone SOUTH FLORIDA IMPACT WINDOWS (305)668 -8805 Cell Phone Valuation: $ 9,000.00 Total Sq Feet: 0 Type of Work: WINDOWS & DOORS No of Openings: 20 Additional Info: IMPACT Classification: Residential Scanning: 8 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $5.40 $4.50 $4.50 $1.80 $5.00 $300.00 $60.00 $24.00 $7.20 $412.40 Pay Date Pay Type Invoice # WS -12 -10 -39677 12/23/2010 Check #: 13011 $ 362.40 $ 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. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy December 23, 2010 Date December 23, 2010 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. � t 0 I I V 9 g BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: 1'f�$ P1 AL- Address: City: Name ee Sim le Titlehol `745 �E 't M 1-A MI CS State: r —l� RTer-ms-Prt- '016, BY: Master Permit No. 64,,T Phoncc�- /�'_ i �q Zip: X31 �� Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: -% N E 9i- ,Nd5Tr& City: Miami Shores County: Miami Dade Folio/Parcel #: / Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: , a �.�'_ � Phone #: Address: (-46(91 4 "" .4 1'7/ AJ-c) City: State: 6.,e Qualifier Name: State Certification or Regi ation #: < (31 t 'LICA (1 Certificate of Competency #: Contact Phone #: bfe ° _ Email Address: DESIGNER: Architect/En 'neer: Phone #: '1q 61461 tobt Phone #: Value of Work for this Permit: $ Type of Work: OAddress Description of Work: ooa teration Leal Square/Linear Footage of Work: ONew 0� air/Replace o 4 Demolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fees * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ * * * * * * * * * * * * * * * * ** CCF $ CO /CC $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 6 '® 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 ALP 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, BOP FRS, 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 charged. Signature ' / ° �— vv Signature wner or Agent The for ing instrulflent was a J o l edged befo - e this day of , 2010, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY ' UBLIC: Contractor The foregoing instrument was acknowled d befo me this day of , 20 ( by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: �. aL L A. �I� r Sign: Print: � °" �a U °' ., y,e yJ Print: My Commission Ex Tres: SYLVIA BAEZ zy i � ; � Commission DD 68704• crr; Bonded Thm Troy Fain Intuitive 9G APPROVED BYA Z 9 /I V Plans Examiner Zoning Structural Review Clerk My Commission Expires: (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) 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 in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series SH -700 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then . it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05- 1018.01 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 74-P NOA No. 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. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (SubmWed under previous NOA #05-1018.01) E -1 Manuel Pe Product Control NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4648, dated 08/10/05, signed and sealed by 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 Per Product Control l er NOA No. 07 1-22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNII1 "1'.E:D 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4646 dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. I TL- 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, ed, 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 P.E. Product Co ,I, • gil . i r 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. 5/18' LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/18' LAMI CONSISTING OF (1) UTE 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. 5/18" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER D. 7/18" LAMI CONSISTING OF (2) LITES OF 3/10 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 SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7118° LAMI CONSISTING OF (2) LITES OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI 13: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/18" LAMI IG: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 518° LAMI CONSISTING OF (1) UTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. L 13/16' LAMI 13: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18' LAMI CONSISTING OF (2) LITES OF 3/18' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K 13/18` LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 718° LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) urE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L.13/18" LAMI 13: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ®M. 13/16' LAMI 10: (1) UTE OF 1/8' ANNEALED GLASS, AN AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ 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 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. S. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL -4645, FTL- 4848, FTL -4847, FTL -4848, FTL-4849, FTL -4850, FTL-4851, FTL -4723, FTL -4957, FTL -4958 AND FTL -5083. ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). M.a)* Duet NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS. 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 8 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 Meteors Road* FJ( nox 11113 Debt 124AB Rose)* F.K OaronB: Oak FJG 9/1K Roars 8 Mars A CHANGE NOTE 387. ADD NOTES ADD GLASS TYPE IN TO NOTE 1. GL4ZZNG OPTIONS ADD F77.4723 TO NOTE 7. abase Dar J.J. 223SS7 1978 TECHNOLOGY ERNE BOMBS. FL 34125 P.P. BOR 1820 NONOWB, FL 34/34 Pc GT L/isibly Bearer GENERAL NOTES nee ALUM. SINGLE HUNG WINDOW, IMPACT BH790 s1 d 11 o=4,616. 4040 -20 Robert L C1mk, P.E. PE 039712 Beechnut 1 /8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/18" NOM. 5/16" LAMINATED GLASS tifte m ® NOTE: LAMI IG OUTBOARD UTES MAY BE UPGRADED TO 3/18" WITH NO CHANGE IN DESIGN PRESSURE. C] EXTERIOR INTERIOR * (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 118' ANNEALED OR HEAT STRENGTHENED GLASS .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 3118" 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 Fbelarar Agadir FJC am 11113/08 FJC L"seer Deft FJC 911105 B A ADD DEB 82 TOSWIB LAM 1La GLASS (A,AA &I AnroNOTE NO CHANGE 7HA4SHEET Oemise6x om JJ 2/23/17. 1O7a TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BoX 1616 NOKOMI$, FL 34274 P._ GT Webb, Better GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT Sok Fu0 art 2 s 11 Lumps. 4040 -20 B SA/7 Robert L Clerk, P.E. PE 539712 Structural 111 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS WI HIGH SILL OPTION A TABLE 1. TIP - TO-TIP FRAME DIMENSIONS WINDOW H®GHT WIDTH 63" 66" 68" 70" 72" 74" 78" 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 -80.0 +79.0 -79.0 62" A,B,M ® +80.0 -80.0 +80.0 -800 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 631/8" A,B,M A +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +78.9 -76.9 +75.4 -75.4 +74.0 -74.0 UP TO 531/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -8a0 +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 5/8" 63" 72" 74" 76" 48" A,B,MA +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 68" A,B,MA +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 70.0 +70.0 -70.0 +70.0 -70.0 62" A,B,M, +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 88.8 +67.6 87.8 531/8" A,B,MA +80.0 -80.0 +80.0 80.0 +80.0 -80.0 +76.0 -75.0 +68.0 -88.0 +66.7 -66,7 +65.5 85.5 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 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM V EW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTIONA BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH GLASS TYPE TABLE 3 I WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. WI SASH a 76" FLANGED AND 75" INTEGRAL FIN) 17 1/8" 22 11/16" 531/8" D,E,F,J,K L +80.0 1 -80.0 +80.0 I -80.0 3116" I + 0 1 I +70.0 1 5/18" 44 13/16" 503/8" 5515116" +80.0 -70.0 +70.0 -70.0 +70.0 I -70.0 +70.0 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - (1/8'A,.090,1 /8"A) FTL- 4847, 4648, 4723, 4957 B. 6/16" LAMI - (118"A,.090,1 /8 "HS) FTL-4647, 4648 C. 5116" LAMI - (118"HS,.090,1 /8"HS) F11.- 4847, 4648 D. 7/16" LAMI - (3/16"A,.090, 3/16 "A) FTL-4645, 4885 E. 7/16" LAMI - (3/16"A,.090, 3/16"HS) FTL-4645 F. 7/16" LAMI - (3/16"HS,.090, 3/16"HS) FTL -4845 G. 13/16" LAMI IG - 1/8"H8, AIR SPACE, 5/16" LAMI - (1/8"/0,.090, V8"A) FTL -4646, 4723 H. 13/16" LAMI 10 - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"HS) FTL -4646 L 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 1G - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3116"A) FTL- 4849, 4850 K. 13116" LAMI 1G - 1 /8"HS, AIR SPACE, 7/16" LAMI - (3116"A,.090, 3/16"HS) FTL- 4849, 4850, 4958 L 13/16" LAMI 10 - 118"HS, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/16"HS) F1L-4649, 4650 M. 13/16" LAMI 10 - 1/8"A, AIR SPACE, 5/16" LAMI - (1 /8 "A,.080, 118"A)4. FTL-5063 I "0" MEETING RAIL :T. HT, . I •O" MEETING RAIL MEETING RAIL '7/3A NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP- TO-11P FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 125/8" MINIMUM TO 38' MAXIMUM.® s_TH WHT. MINUS SASH HT !TN ranear ue" areas amer Doke auems UPDATE TO AWN E130002 REMOVE SID V/EW SASH HTI TA%E2 FJC 11/13106 B REVISED CLAMS FORMAT DPB . ADD INT. FALUPDA7ETESTNOS FJC ADD F7L4729 70 GLASS TYPES AAND G. Prix 1/24/08 Reffskor A Meaetlar aeon* DAR b4 FJC 911105 J.J. 2!23107 10/OTECHNOLOGY DRIVE NOI, FL MTh P.O. Ka( 1828 NOI OMI8. FL 34274 P91 DESIGN PRESSURES Tar ALUM. SINGLE HUNG WINDOW, IMPACT a,searae Dale NTS SMO 3 a 11 rkisbps< 4040-20 8 Robert L Clerk, P.E. PE 939712 SEE DLO TABLE SEE DLO TABLE (MAX) 49 6/8' MAX FIXED ' rDLO (ALL) -1 O j X j SEE DLO TABLE SEE DLO TABLE 48 1/4' MAX VENT DLO (ALL) DETAIL A 1/1 B 531/8" MAX. FLANGED WIDTH 521/8" MAX. I.F. WIDTH 0 j DETAIL 7s I.F. HEIGHT 76' FLAN HEI X j A 20" SASH HEIGHT 34 3/16" B B� DETAIL D VIEW (CUSTOM SASH) GED GHT TA SEE DLO TABLE A SEE DLO TABLE x j 75" MAX I.F. HEIGHT SEE DLO TABLE 76' MAX. FLANGED HEI HT NO 4 DETAIL B VIEW (STANDARD SASH) E� DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. 75° MAX I.F. HEI HT ® MAX FLANGED HE HT SEE DLO X I SL TABLE NO E 4 DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34 1/2" 34 3/16" B 41518' 411/4" C 41 1/4" 40 7/8" D 52 5/8" 52 11/16" E 52 1/4" 52 5/16" SASH LOW HIGH DETAIL SILL SILL A 3412" 34 3/16" B 277/16' 271/8" C 277/16" 271/8" D 163/8" 153/4" E 163/8" 153/4" TABLE 5. FJ( Dar 1!/1&58 woos aemek FJ( msner FJC Aft V24 "Fr/vas A Candied t3T JJ. ADD INTEGRAL FIN (LF.) VERSION, CHG. NO7E3. ADD NOTE 4. NO CHANGE IHIS SHEET 7/1&07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34216 P.O. BQK 1529 NOKO15S, FL 34734 P Vi5th BeOe► ELEVATIONS rfe ALUM. SINGLE HUNG WINDOW, IMPACT a"teAest NaDO *the NTS aeet 4 a 11 404420 8 Robert L pall. P.B. PE 539712 Structural MAX. HEIGHT DA OP 0 1 1/ nAlpi MAX. I'DCED LITE DAYUGHT OPENING Ft OUTSIDE MAX. OPENING 1 VENT DAYUGHT OP cat INSIDE 7,80R17 II 0 0 m NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 8' FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYUGHT OPENING 00 NOTE: BALANCE PARTS USED Al BASED ON SASH WEIGHT 9,10,11,15,1) OUTSIDE m MAX. FIXED LITE DAYUGHT OPENING MAX. WIDTH SECTION A-A 2.710' OUTSIDE INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE 2. 48 HIGH SILL HIGH SILL 2.330° (LOW SILL) SEE NOTE ABOVE 0 0 �p SECTION B-B (LOW SILL SHOWN) ULTRALIFT ONLY m LOW SILL 2. LOW SILL I�J HEAD 0 0 2.948" (HIGH SILL) 0 ALTERNATE HIGH SILL ULTRALIFT ONLY JAMB OUTSIDE 2.710' ALF.FRAME 0 OUTSIDE�� 0 air 0 tee: FJC 11113/ OS Reidone 8 ADD I.F. SECTIONS d CONSOLIDATE 13AL COMPONENTS F.K MIK 1/14/06 RnYMc A NO CHANGE 7HISS SHEET F.IL Dee 811ATS ads 2/23707 1970 TECHNOLOGY DRIVE IBS. FL 34274 P.O. SOX 1629 NOKOMIS, FL 94274 Prc-�T VLti* Better SECTIONS SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) O PRODUCT OVUM rtm *RS KmPWr9 Saldlas Cods Ateeptance • ,,, r... tar ALUM. SINGLE HUNG WINDOW, IMPACT aebakde MOOD loft Half 6a,t 5 d' 11 �a04h 4040 -20 B / Robert L Cam, P.E. PE 11010712 Structural RBA DWG)! DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 2 1155 #8 X1.000 QUAD PN. SMB 781 PQA 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 5 1826 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 612244 8 4025 SASH STOP (EGRESS) 1.125 LONG 812244 9 4029 SPIRAL BALANCE, 3/8 ", 5/8", OR 11/16" 10 1080 BALANCE COVER, 3/8° OR 5/8" 6BAL.CVR916 11 C. GLASS, 5/18" LAM, (1B"HS,.090 PVB,1/8"HS) #8 X.750 PH. PN. SMS 7834AA 12 E. GLASS, 7/16" LAM, (1/8".090 PVB,1/8"HS) BALANCE BOTTOM BRACKET , 7BALTBKT 13 1085/1088 SASH TOP GUIDE 42504 15 1 GLASS, 13/16" LAM 10;1/8" HS, AIR SPACE, 5/16" LAM, (1/8"HS,.090 PVB,1/8"HS) #8 X1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX 16 1080 -1 BALANCE COVER, 11/18" 6BALCVR670 17 4053 SASH STOP COVER 64053 18 4029 -1 SASH BRACKET 7ULBRKT 19 #8-32 X1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C F1XED MEETING RAIL 84054C 23 4008C SASH TOP RAIL 64006 25 1235 WSTP.,.170 X 270 BACK, FIN SEAL 67S160 26 1098 SWEEP LATCH 71096 27 1016 #8 X.625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1228 WSTP., BULB VINYL 8TP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK 3/32 "X25/84 "X 1" 71622K 36 1052 LAM IG SETTING BLOCK 1 "X3/4" X 1/18" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ. BEAD BULB (THIN) 8TP248K 41 4039B GLAZING BEAD, 5/16 LAM GLASS. 64039B 42 4044B GLAZING BEAD, 5/16 LAMI W/GRILL KR 644703 44 4222A GLAZING BEAD, 7/16" LAMI 84222 45 985C GLAZING BEAD, 7/16" LAM VV/GRILL KIT 6985 46 4067 GLAZING BEAD, 13/16" LAM I.G. 64067 47 4071A FRAME,I.F.HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 4074B FRAME. IF. JANB 64074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 61014 56 1630 SCREEN CORNER KEY WIRINGS 71630 57 1831 SCREEN CORNER KEY W /OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE -.135 DIA FOAM 61824K rm.s9r. Pare F.K 11/19+09 rawaey: Deft F.K 124108 AK 9/1/05 ReentWoot B awata A ROD LF. FRAME ITEMS 47 48, 'NAND 8D. UPGRADE ITEM 21. ADOf7EM82 GHG DESGIR/PTION ITEM 7,9& 13 NO CHANGE 7189 SKEET eAabe$ JJ. Osis 7123817 A A 1070TENSIOLOGY DRIVE NOKOWB, FL 94276 P.O. 59X 1629 NOKOWB, FL34274 ITEM DWG# DESCRIPTION PGT# 60 1635 SCREEN SPLINE -.135 DIA HARD 61635K 61 SCREEN CLOTH 61816 63 505 GLAZING CHANNEL (.888 X.500) 6533402 64 1161 08 X1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE, 1 /18X12- 7/16LAMI 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 84051 59 4050A FLANGE FRAME SILL (HIGH SILL) 84050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS 5/16" LAM, (1/8"A.090 PVB,1/B A) 81 B. GLASS, 5/18" LAMI, (1/8A.090 PV6,1/8"HS) 82 C. GLASS, 5/18" LAM, (1B"HS,.090 PVB,1/8"HS) 83 D. GLASS, 7/18" LAM, (1/8"A,.090 PVB,1/8"A) 84 E. GLASS, 7/16" LAM, (1/8".090 PVB,1/8"HS) 85 F. GLASS, 7/16" LAM, (1/8"HS,.080 PVB,1/81-IS) 86 G. GLASS, 13/16" LAMI IG;1/8"HS, AIR SPACE, 5/16" LAM, (1/8".090 PVB,1/8 A) 87 H. GLASS, 13/16" LAM 10;1/8"HS, AIR SPACE, 5/16" LAM, (1/8A.090 PVB,1/8"HS) 88 1 GLASS, 13/16" LAM 10;1/8" HS, AIR SPACE, 5/16" LAM, (1/8"HS,.090 PVB,1/8"HS) 89 J. GLASS, 13/16" LAM 10;1/6HS, AIR SPACE, 7/16" LAM, (3/16"A.090 PVB,3/167) 90 K. GLASS, 13/18" LAMA 1G;1/8"HS, AIR SPACE, 7/16" LAM, (3/16"A,.090 PVB,3116''HS) 91 L. GLASS, 13/16" LAMI 10; 1/6"HS, AIR SPACE, 7/16" LAM, (3116"HS,.090 PVB,3/16"HS) 92 ML GLASS, 13/16" LAM 10; 1/8"A, NR SPACE, 5/16" LAM, (118A.090 PVB,1/8 A) 47 FRAME, I.F. HEAD ® #4071A. 8063 -T8 FRAME, .F. LOW SILL #4072A,6083 -T8 PRODUCT REVISES areompyiaSwth 1be Ph.4 DELliag Corte Ateaptoace Na 0" -206 Date ...r7g7lert 260 *1 FRAME, I.F. JAMB 49 FRAME, .F. HIGH SILL A #4074B, 6083 -T6 ® #4073A, 6I-T6 (USED AS RADIUS TOP HEAD) Visibi9 Berner PARTS LIST 7- ALUM. SINGLE HUNG WINDOW, IMPACT S1O00 daft NTS Mat 6 e 11 Para*, 4040 -20 B Robert L Clark, P.E. P9639712 Structural 1• 3]83 F -- 2.784 .082 1 FLANGE FRAME HEAD #4002A,6063 -T6 O FLANGE FRAME JAMB #4004,6083 -T5 (USED AS RADIUS TOP HEAD) 21 FIXED MEETING RAIL 0 #4054A,6083HD -T8® .062 3.448 2.948 69 FLANGE FRAME SILL (HIGH) #4050A,6063 -T8 Renters Reader FJC F.K F--- 2.784 —+I O FLANGE FRAME SILL (LOW) #40030,6063 -T8 ' n� k- 1.451 —I T OSASH STOP #4025, 8063-T5 2.279 —.J 1.707 �+ 1. F.738 04 p0A it 040��1 17 SASH STOP COVER #4053,6083 -T5 SASH TOP RAIL 28 #4006C, 6063HS-18 r•-- 2.328 ) SASH BOTTOM RAIL(LOW) #4007, 6063-T5 2.638 68 SASH BOTTOM RAIL (HIGH) #4051A,6083 -T5 ® I.F. FRAME SEALANT ALONG ENTIRE JOINT 1,44 ° 11/-11. FRAMEA 6 or 50 6 or 50 11171 SEALANT OR GASKET AT HEAD AND SILL WELD ALONG SCREW BOSS (2) VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION - 1.165 1.096 I -4 349 41 GLAZING B , 5/16" j #4039B, 6063-T5 31 SASH S DE RAIL #4008.6063 -T5 .878 1.0964 1 T J 0 GLAZING BEAD 7/16" #4222, 606345 .050--�� 1.115 -11 45 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED WI GRILL KIT) .050-4211— .678 1.096—]-" --I J GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W/ GRILL KIT) .683 .050 1-1.097 GLAZING BEAD, 13/16" IG #4067, 6063-T5 it RNdmt Railcar A B UPDATE FRAME COWER ASSEMBLY TOINCLUDE LF. AND UPGRADE REM21 ALLOY. NO CHANGE MIS SKEET om8r FJC Daft 811115 anededarc J.J. 1/23/07 1070 TECHNOLOGY ORNE NORMS. FL 34273 P.O. BQX 1820 NO100611% FL34274 VLNb& Better EXTRUSIONS & FRAME CORNER DETAIL 77 ALUM. SINGLE HUNG WINDOW, IMPACT SH780 Bala 18M Pfaff 7 ar 11 �wfb.4040 -20 Robert L Cierk. P.E. PE 439712 Structure! ANCHOR SUBSTRATE: ANCHOR QUANTTTIES -� FOR 111 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 TYPE: -� U U U U U U U U U U U U U U U U WINDOW WIDTH GLASS TYPE NOONUe- UNOONU- 6caON?- U UaONU- U ,aOONU- 3 UNONUr- U�ONUr•UNONU_g 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 2 212 2 2 2 2 2.2 2.2 2' 2 2 2 2.2 2.2 2 3 2 2 3,3 ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 111 1.1 1 2 111 1 2 2 2 1 2 2;2 2 2 2.2 2 2 2 2 2 :2 2 2 2 2 2 2 212 2 2 2 2 2 2 2 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 1 1 1 1 1 1 1 1 1 24.000 H,I,J,K,L 1 2 1 1 12 1 2 1 2 1 2 2 2 1 2 2 2 2.2 2 2 2 2 2 2 212 2.2 23 2:2 2 2 2;3 2 2 2,3 3 3 212 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 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 22 2 3 3 3 2 2 33 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 2 212 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 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 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 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 23 2,3 2 3 3 4 2 3 3.3 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 212 1 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3 3 4 3 5 3' 3 3 4 4 5 3 3 4 4 A B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 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 5 313 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 212222223222 :32322332.42. 33334233 ,334233,4353,3344.53445 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K.L 2 2 2 2 2 2 2 3 2 2 2 . 3 3 4 2 3 3 , 3 3 4 2 3 3 4 3 4 2 3 3 4 3 5 3 3 3 4 3 5 3 3 4 5 4 6 3 4 5 5 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 2 2 2;2 2 3 2 2 2 3 3 . 4 2 3 3 , 3 3 1 4 2 3 3 4 3 4 2 3 3 4 3 5 3 3 3 1 4 3 5 3 3 4 5 4 . 8 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 2 T 2 2 212 213 2.2 2 3 3 4 2 1 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 2 212 2 3 2 2 2;22 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;5 3,3 4:5 4 16 3,4 4;5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 -114" ELCO S84 CRETE -FLEX 3- #12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 181/2" MAX. FROM TOP CORNERS JAMBS - 171/2' MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 8' MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4.ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 5. 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. A 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 Rend* Mc FJC 1111308 Read* bete FJC 1,2408 weer: ore FJC 7/2908 REVISE ANCHORAGE TABLE AND NOTE& B ADD OP MAX WHEREANCHOR GUY IS RESTRICTED BYSIZE Itsiddstrs A NO CHANGE THIS SHEET J.J. maw m 2/7307 1070 TECHNOLOGY MINE NOKOMIS, FL 347/8 P.O. BOX x 15 NO OMIS, FL 34214 �7= Vt fhIy Berner ANCHORAGE SPACING, 1/1 WINDOWS me ALUM. SINGLE HUNG WINDOW, IMPACT atimumut NOVO are lade NTS 8 +11 *Raga, 4040 -20 B fi/7 Robert L. CIeti, P.8. PE #39712 Sbuolurel ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. SUBSTRATE: ANCHOR TYPE. WINDOW WIDTH WNDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 GLASS TYPE `in CV Z 0 0 0 '8 el 0 N i U N O U U z -o U v.) O N Q Z N o U U O 0 070 N Q U N Z U U Z -o U c,O cV Q Z N o U U z `U 0 0 to 0 o o 0 19.125 C,D,E,F,G, H,I,J,K,L 1 1'1 1 1 1 1 1 1 1 22 1 21 1 2'2 1 22 21 1 22 1 2 2 1 22 1 2;2 2 2 1 2:2 1 22 A,B,M 1 1'1 1 11 1 11 22 21 2:2 1 22 21 1 22 1 2 2 2.2 22 2:2 2'2 1 22 2,2 1 1 1 24.000 PSF 79 C,D,E,F,G, H,I,J,K,L 111 1 1 1 1 11 22 11 1 2,2 2 2 1 2:2 2 2 1 2;2 1 22 22 1 2.2 1 2 2 3 2 1 1 A,B,M 1 111 1 1 1 1 1 1 2 2 1 1, 1 1 22 2.2 1 2 2 1 2.2 22 1 2 2 2 2 1 2:2 2 2 1 1 1 32.000 PSF 88 77 C,D,E,F,G, H,I,J,K,L 1 111 1 1 1 1[1 2:2 1 2 2 1 2 2 1 2 3 1 22 2 2 2 33 1 2 2 3:3 2 3 3 3 2 1 A,B,M 1 1[1 1 1 1 1[1 2, 2 1 22 1 2 2 2 3 22 22 2 33 22 1 3'3 2 3 3 1 32 1 1 37.000 PSF 59 67 79 C,D,E,F,G, H,I,J,K,L 1 1 1 1 111 1 2 2 1 2'2 2 2 3 22 2 2 3 2 3 3 2 2 2 33 2 3 3 1 33 2 2 1 2 2 2 2 2 A,B,M 1[1 1 1 1 1 111 2 2 2 2 2 1 2 2 2 2 3 2 2 2 2.3 2 3 3 1 2 2 2 3 3 2 3 3 1 3 3 2 2 1 2 2 2 2 2 40.000 PSF 54 79 82 79 C,D,E,F,G, H,I,J,K,L 2 1[1 2 1;1 2 212 2 2 2 2 2 2 2 2 3 2 22 2 33 2 33 2 2 2 2 3.3 2 4.3 2 3'3 2 2 2 2 2 2 2 2 2 2 A,B,M 2 1j1 2 111 2 111 2 212 2 2 2 2 2:2 2 2 3 2 2'2 2 33 2 33 2 2 2 2 3 3 2 4 3 2 3,3 2 2 2 2 2 2 2 2 2 3 3 2 44.000 PSF 49 79 56 79 79 C,D,E,F,G, H,I,J,K,L 2 111 2 111 2 1[1 2 22 2 33 2 22 2 3 3 2 3 :4 2 2 3 2 3 3 2 4 4 2 3:3 2 2 2 2 2 2 2 2 2 2 A,B,M 2 111. 2 111 2 1j1 2 212 2 2 2 2 212 2 3:3 2 2 2 2 33 2 34 2 2,3 2 33 2 4.4 2 33 2 2 2 2 2 2 2 2 2 48.000 PSF 45 74 51 74 79 79 C,D,E,F,G, H,I,J,K,L 2 if 2 111 2 T[1 2 212 2'. 2 2 2 212 313 2 22 2 33 2 3 4 2 33 2 3:3 3 4,4 2 33 2 2 3 2 2 3 2 2 A,B,M 2 111 2 1-[1 2 1j1 2 212 2 2:2 2 2 212 313 2 22 2 33 2 34 2 3.3 2 3'.3 3 414 2 33 2 2 2 2 3 2 3 2 2 53.125 Hord I* PSF 41 87 48 87 78 79 C,D,E,F,G, H,I,J,K,L 2 111 2 2 2 1[1 111 2[2 2 2 2 212 3 3[3 2 33 2 3 3 3 4 4 2 3.3 3 4'4 3 4 4 2 3 3 3 3 2 3 3 2 3 3 2 3 A,B,M 2 1[1 2 111 2 111 2 212 2 2 2 2 2l2 3 aTa 2 3 3 2 313 3 4,4 2 3,3 3 44 3 44 2 3,3 3 3 2 2 3 2 3 3 ANCHORAGE NOTES: 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18 ur MAX. FROM TOP CORNERS JAMBS - 17 1/T MAX. FROM TOP CORNERS 151 MAX. FROM BOTTOM CORNERS W MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. A'ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS &ESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOW ITAUCIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHEFIWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: (DP LIMITED) JAW ABHEADOVE JAW) BELOWI MTG. RAIL MTG. RAIL 3 (FULL DP) HEAD JAMB ABOVE JAMB BELOW MTG. RAIL 1 MTG. RAIL 2 Aft age REM gANPNORAGE TAINERM NOTES. ADD NAN WHERE NIU.'.■M'CiTY RESTRICTED BY SIZE Rafskon A NO CHANGE 7HIS SHEET FJC "21231E7 I 1070 TECHNOLOGY DRIVE NOKOPOS, FL 342Y8 P.O. sox 100 NOIC*A18. FL 34274 91 ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT NTS alarasie NOVO Mat 9 of 11 4040-20 Rof(3-/f7 PE 039712 Binaural 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. 868 28211 33 .754 39.296 44.839 50.382 55.925 0 NONOP 0 00 0 ONON 0 �j o O=ONO"OO'-ONON0 00 0 0 0 00 0 0 0 00 0 =ONONO°-ON0N0=0NO 0 0 00 0 0 0 0 0 0 0 $ 0 O 0 0 =0c'I0"0=0 0 0 0 0 0 0 WINDOW WIDTH GLASS TYPE 19.425 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 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 2 KL 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 �1 �0 D,E,F,J, KL 1 1 1 1 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 5 2 PSF 2 31213 79 31313 41313 41314 413 1 4 4 4 . 0 0 0 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 2 1 2 79 2 79 3 3 1 3 4 1 3 1 4 4 1 3 1 4 51314 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 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 PSF 78 79 70 79 79 71 79 73 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 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 8 6 5 6 PSF 71 79 83 71 79 64 74 68 77 89 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 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 5 7 8 5 7 ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE—. AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT \ 12.776 15.776 18.776 21.776 24.776 27.776 30.778 31.106 a 2 3 U § u U .n O N N- o O 0pN a 2 8 Z QN S g 5 O U � O. 9 3 N 2 O ' am O N ' O. O N 0 '- 2 O `.f N U " Q 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 79 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 40.000 74 21212 2 2 2 31213 31213 31313 41313 41314 413 1 4 4 4 . 0 0 0 8 2 78 2 1 2 1 2 2 2 3 2 1 3 3 1 3 1 3 4 1 3 1 3 4 1 3 1 4 5 1 3 1 4 513 1 4 '000 2 2 3 2 2 1 2 2 2 1 3 41313 41314 41314 51314 51314 53.125 73 2 66 72 2 1 2 2 3 3 1 3 4 1 3 1 4 4 1 3 1 4 51314 513 1 5 51315 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 1/2" 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 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 At WINDOWS ARE 12 5/8" MIN. TO 38" MAX. p. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 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 JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 112 2 2 2 4 ® TABLE 8. KEY: MAX PSF (DP LN+9TED) 112 JAMB BELOW 2 MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL n PRODUCF REVISED coogdylas •elhils add* Code Ampta eepis JJ .!/17n4tL .0G 2.011 FJ( Raw wo FJC am Data 11H990B Oda 1!14/08 8 A REVISE ADD DP MAX ANcH SZE NO CHANGE ?HIS SHEET Qao67 FJ( bar ? J.J. 223107 10701ECHIIOLOOYOWE N0193140, FL 34275 P.O. BOX 1629 NOIWM 8, FL3 274 ear Vislb{7 Better ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT adwasste .811700 NTS as 10 a 11 ORMYb 4040 -20 B L Clark, P.E. PE #38712 Strolural 3.35 KSI MIN. CONCRETE EXTERIOR INTERIOR �% ALL HEAD AND SILL DETAILS) CONCRETE ANCHOR (SEE NOTE 1 & 3) ® 2x WOOD BUCK ®(SEE NOTE 4) OPTIONAL 1x WOOD BUCK (SEE NOTE 4) Rood BO Rad* FJC FJC uaneF FJC 1 1 3/8" MIN., 1/4" TAPCON® •1.3/4' MIN., 1/4' CRETE -FLEX 1/4" MAX SHIM Aft MAX SHIM WOOD ANCHOR (SEE NOTE 2 & 3)® DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 1/4" • MIN. ■rllrtnlT fFFf��'um ulloisir- 6, uu�mram. 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 DETAIL D TYPICAL FLANGED JAMB ANCHORAGE ® 1/4" MAX SHIM 1318' MIN. 1 3/8" MIN. AN 1/4" MAX SHIM i �11I AIM ® NOTES: 1. FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4°. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4° 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'. Ix 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 -T6 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 APPUCATIONS 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)A .131' DIA. MIN. x 2 1/T NAIL, AT CORNERS AND 5" O.C. 114° MAX. SHIM DETAIL F, (HEAD) 000 FRAME .131' DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5" O.C. INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD FRAME .131' DIA. MIN. x21/2'NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE DETAIL G, (SILL) 1/4' X SMAHIM WOOD FRAME doe 11173/06 4au 7/2466 911105 a■.a� 8 A aa■abeeac J.J. ADD INTEGRAL RVAND/iC�UPDA R NOTES ADD NOTES 7. UPDATE ADD NOT E6RE RAT 7 HEAD ANCHORS. 2/73177 1070 TECHNOLOGY ERNE NOKOMIS. FL34275 P.O. BCC 1629 NOK09193, FL 34274 PG" VL11bly Better ANCHORAGE DETAILS Tae ALUM. SINGLE HUNG WINDOW, IMPACT ae.■eae 611790 NTS 11 a 11 osa®aa 404420 I% MIAMMADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.eov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R- ' . No. FTL 3587 dated 10/8/02, signed and sealed by Jo a th Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control NOA No. 0 : .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries 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.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 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 + s 00 3/06, exp' j E : • • 5/22/08. Manuel P P.E. Product Contro . + iner NOA No. 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 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. ® F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. A 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 144 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR 14-3 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. A4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 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. A7. REFERENCE TEST REPORTS: FTL- 3580, FTL- 3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. Arms" F.K Kam, or F.K. Otes 3/25/03 Ream,°: 8 PRODUCT RENEWED Pixsit:a Civic P By C ADD 13/18' LG. 8 MOVE GLAZING DETAILS TO SHEET 7/10/03 Renekberte NO CHANGE THIS SHEET Racesa/: t1me: 915 - F.K. 6 /23/05 D ADD 78"HT., GLASS TYPES FAND G. REVISE ANCHORAGE. 094 'nar aem: Cfea,e001• Data: F.K 12/17/02 1070 TECHNOLOGY DRIVE NOKOM /S, FL 34275 P.C. 00X 1529 NOKOMS. FL 34274 Pi GT_ Visibly Better NOTES AND TABLE OF CONTENTS rmm ALUMINUM CASEMENT WINDOW, IMPACT smdesuoter CA -740 NTS s 1 m 13 7045.8 Lucas A Turner, P.E. PE 058201 Mechanical A 1/8" ANNEALED OR .090 PVB INTERLAYER S6 HEAT STRENGTHENED 1 GLASS 1/8" HEAT STRENGTHENED GLASS 3/8" AIR SPACE — 30 31 1/8" HEAT STRENGTHENED GLASS -- .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS awm55 F.K Rem gay, F.K 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT r STRENGTHENED GLASS .65" NOM. GLASS BITE 3/25/03 Rc+bimu' 0 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 19 REDRAW GLAZING DETAILS& ADD 13/16•La. Thaw 7/10/03 Raab.. c NO CHANGE THIS SHEET Rae. BT FK Wm"iar FK 0ha 55445 Revision= ADD 13/16' LAW LG. W/ 7/161.A5413 CORRECT 5//6". LAM/ DETAIL Dal: 03/25/03 CMCYm 0/r Dha 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ST_ Visibly Better GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT sarwamass CA -745 s"tr NTS Sheet 2 a 13 wr+qtw. 7045 -8 D (r2( /d<- Luca>A. Turner, P.E. PE 558201 Mechanical CENTERLINE 1 1/2" ANCHOR 1 1/2" LOCATION TYP. MID-SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) Rnaler F.K SEE MID-SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. Offirt 3/25/03 SEE MID-SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. ,ICI U 711• 4" MAX. 4° MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. —DAYLIGHT OPENING 4" MAX. 4° MAX. Et 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING �\ ir \ J —P" 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. 4" MAX. 30" MAX. —DAYLIGHT OPENING 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING / ■// \. 7 /.?_( > \ SEE MEETING \ RAII/DETAIL 2P. (2) 141/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: °X° PANEL MAY SWING IN EITHER DIRECTION 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 13° MAX. O.C. 1 -1 I , -1 I- 1 141/2° MAX. O.C. VENT HEAD & SILL ONLY 37" MAX. 60" MAX. FIXED I 1 SEE MEETING RAIL DETAIL TYP. (4) VENT TYP. 0 69" MAX. DAYLIGHT OPENING Q 76" MAX. HEIGHT PR.O....n..��U...!C..°33P RNEWED as c..av".y'•4E+ Ii,e I'Iem5 waited csz” 3 • �zELEVATION "A" - °XOX" (SEE SHEETS 7 -9 FOR PRESSURES) CHANGE SHEETNO. REFERENCES F.K Reeder F.K 7/10/03 Revhhe: ADD HINGE LOCATION DETAILS 623105 Reveeioa: CHANGE MAX. HT. TO 70 AND MAX DLO T069' ft. Os F.K. rte: 12/17 /02 Caerial 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOXOMIS, FL 34274 Pidor Vidi61jbPeB ,t4,. XX" & XOX" ELEVATIONS rQe: ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 3 - 13 Lane" 7045 -8 D Vs f Lucas A. Turner, P.E. PE 058201 Mechanical Reveaey F.K Remy F.K aevatl sy. F.K. D"S 923/06 Dale: ADD HINGE DETAIL 8 HINGE LOCATION NOTES 7/10/0.3 aev64ne CHANGE MAX, HT. TO 76' AND MAX DLO TO 69' 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 325/03 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY aer6ba: B ae.1 13" MAX. O.C. 4" MAX. 37" MAX. WIDTH 30" MAX. —DAYLIGHT OPENING 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 4" MAX. -►I I-- I MAX. O.C. SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 97* MAX. WIDTH 30" MAX. DAYLIGHT OPENING 1 L SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 60" MAX. WIDTH 53° MAX. DAYLIGHT OPENING A 69" MAX. DAYLIGHT OPENING 4" MAX. 4" MAX.—! ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) 53° MAX. DAYLIGHT OPENING 4" MAX. 4" MAX. 1-- -►1 -13" MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) h-- -- 37" MAX. VENT " 60 MAX. FIXED ELEVATION "F" - "XO" & "OX" UNEQUAL. LITE (SEE SHEETS 8-9 FOR PRESSURES) �- - I 13" MAX. O.C. SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 76" MAX. HEIGHT PRODUCT RENEWED as tam plyltic with }is D9 & 1 Acullta.w: ttla I : • a Esphiadaa 13 CHANGE SHEET NO. REFERENCES Drawn By F.K. 12117/02 MscteiHr: F.K 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 528 NOKOMIS, FL 1 34274 rr Vidrbl, ijs8etrer "X", "O ", XO "& "OX"ELEVATIONS 71e° ALUMINUM CASEMENT WINDOW, IMPACT as+enuxar CA-740 NTS suet 4 ar 13 aawa" 7045-8 1 Vs Vac- Lucas A. Turner, P.E. PE 8E5201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1 /8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE, 5 /16" LAMI -W/ 1 /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 NEC POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 19 1/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 26112 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 - 66.2 66.2 - 65.0 65.0 - 63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 - 58.5 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 - 48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 -56.1 56.1 - 53.8 53.8 -50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0_ -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 36 A -75.070.0-75.070.0-75.070.0-75.070,O-65.565.5-57.557.5-54.954,951.851.548.646.645.2452424424 B,E A -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -70.4 70.0 70.0 -75.0 -60.4 70.0 60.4 -75.0 - 54.3 70.0 54.3 -75.0 -51.1 70.0 51.1 -75.0 -47.9 70.0 47.9 -75.0 - 44.8 70.0 44.8 -75.0 -42.2 70.0 42.2 -75.0 -39.7 70.0 39.7 IMINCIIIIIMsab �`,��" ilf di �"' r .. Z B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 46.4 - 43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH x90.01 70.0 PRODUCT RENEWED as 4oampllingatt4tlx weccpI1a N" r% frOdptl.... , , • TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/18" LAMI (3/16"A,.090,3/16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3116 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 NOTES: /DA 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. 7--- _�,- + % --- Lucas P6 Turner, P.E 658201 Mechanical Rev849y P. nma 3/28103 "e.w"": B ADD GLASS TYPE E TO TABLES 1 1070 TECHNOLOGY DRIVE NOKOMIS, FL34275 P.O. BOX 1529 NOKOMIS, FL 34274 : PRESSURES - X CONFIG. WINDOWS eY F.K. Da" 7 /1CV03 C NO CHANGE THIS SHEET T.A. ALUMINUM CASEMENT WINDOW, IMPACT ""°"' PK 6/23/05 6/23/0.5 D REVISE ANCHORS & ADD 76"HEIGHT OPTION Dams By F.K Date: 12/17/02 cis x°Jey Data I Visibly Better savant CA -740 �'' NTS ,er: 5 m 13 � 7045-8 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 NEG POS NEG POS NEG POS NEG POS NEG 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 POS 70.0 NEG -75.0 POS 70.0 NEG POS NEG POS NEG POS NEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 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 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 70.0 531/8 57 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 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 -69.6 69.6 -65.2 65.2 -63.0 63.0 -80.8 60 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 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 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 69.5 60.8 56.2 50.4 45.2 63 POS 70.0 70.0 70.0 -67.5 67.5 NEG -75.0 -75.0 -75.0 -58.0 -53.4 -47.7 58.0 53.4 47.7 X X -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 (118"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5116" LAMI -W/ 1 /8 "HS,.090,1 /8"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH I -75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/161 -IS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 A GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3116"HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. mar Rawl Rand by. F.K Revisions, DAC Oake Doan Or F.K. Data: 523/05 om" REVISE ANCHORS 8 ADD TABLES 75' HEIGHT OPT7ON 12/17/02 0..40 By 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Ft T Viably Better PRESSURES - XX CONF /G. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT sw.nwau CA -740 NTS snme 6 13 7045-8 1(,/ -t, %'S Lucas A. Tumor, P.E. PE 055201 Mechanical COMPARATIVE ANALYSIS TABLE 8 WIDTHS "0° "XOX" °0" & "1/412 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL -4807, FTL -4608 GLAZING OPTIONS: A. 5/18" LAMI (1/8"A,.090,1/8"HS) 8.5/16° LAMI (1/8"HS,.090,1/8"HS) C. 7/16° LAMI (3/16'A,.090,3/18"HS) E. 13/18" LAMI (1/8 "HS,3/8° SPACE,S/18' LAMI -W/ 1/8"HS,.090,18°MS) F.13/16° LAMI (1/8°A,AIR SPACE .7 /18" LAMI -W/ 3/16'A,.090,3/161HS) HEIGHT A 26 31 36 38318 43 48 50 5/8 54 57 eo 63 67 72 78 NEG -75.0 POS 70.0 NEG -75.0 POS 70.0 NEG -75.0 POS 70.0 NEG -70.4 POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGIPOS 38 72 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -44.8 44.8 -422 422 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -75.0 70.0 70.0 -90.0 -73.7 70.0 70.0 -90.0 -67.9 70.0 87.9 -90.0 70.0 -90.0 70.0 52.8 70.0 70.0 -90.0 70.0 -90.0 70.0 70.0 37 74 -59.0 59.0 -52.8 -49.9 49.9 -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 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -75.0 70.0 70.0 -90.0 -67.8 70.0 67.8 -90.0 -62.1 70.0 62.1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.01 55.0 3912 79 -55.7 55.7 -49.8 49.8 -46.9 46.9 43.6 -41.1 41.1 -38.8 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 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 42 84 A -75.0 70.0 -75.0 70.0 -90.0 70.0--82.4 70.0 -90.0 70.0 62.4 -58.4 58.4 -80.0 -63.3 70.0 63.3 -90.0 -56.4 70.0 -90.0 70.0 70.0 -87.4 70.0 -832 70.0 -55.01 55.0 56.4 53.4 -50.0 50.0 -46.9 46.9 -44.3 -41.9 41.9 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 -75.0 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -70.3 70.0 70.0 -90.0 -58.0 70.0 58.0 -90.0 -54.6 70.0 54.8 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 -79.7 70.0 -75.8 70.0 55.0 -55.01 55.0 45 90 -59.3 59.3 -63.6 -50.9 50.9 -47.5 -44.7 44.7 -42.1 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -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 -65.0 70.0 65.0 -90.0 -54.3 70.0 54.3 -90.0 -51.1 70.0 51.1 -90.0 -551 70.0 55.1 -90.0 -51.4 70.0 51.4 -882 70.0 -81.8 70.0 70.0 -72.4 48 96 -45.3 45.3 -42.5 -40.4 40.4 -38.4 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 -75.0 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 50.8 70.0 60.8 -90.0 -51.3 70.0 51.3 -90.0 -48.3 70.0 48.3 -90.0 -52.7 70.0 52.7 -88.0 -48.7 70.0 48.7 -80.9 70.0 -75.0 70.0 -70.7 70.0 67.3 84.1 -5321 532 5012 101 -48.9 46.9 43.5 -41.3 41.3 -392 392 -37.1 37.1 B,E 0,5 -75.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -74.3 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 5318 106 3/8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 A -75.0 70.0 -58.7 58.7 -48.7 48.7 -45.4 45.4 -90.0 50.0 70.0 50.0 -81.2, -48.1 70.0 -75.7 70.0 70.0 63.5 -60.5 60.5 46.1 -442 442 -42.2 42.2 -40.1 40.1 -38.0 38.0 362 C,F A -90.0 -75.0 70.0 70.0 -90.0 -58.2 70.0 68.2 -90.0 -47.9 70.0 47.9 -90.0 -44.5 70.0 44.5 -88.6 -49.1 70.0 49.1 -76.4 70.0 -71.1 70.0 86.5 -63.0 63.0 -80.0 60.0 57.3 -5321 53.8 54 108 -45.3 -43.4 43.4 -41.9 41.9 39.8 -37.6 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 70.0 -4821 462 C,F -90.0 70.0 5512 111 A -75.0 70.0 -90.0 -57.1 70.0 57.1 -90.0 -46.4 70.0 46.4 -90.0 -43.3 70.0 43.3 -88.9 -47.5 70.0 47.5 -75.0 -43.9 70.0 70.0 -65A 65.4 81.8 -59.1 59.1 58.4 -42.2 42.2 -40.8 -39.1 -372 372 35.4 8,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 -74.3 70.0 -70.8 70.0 -45.21 452 CF A -90.0 -76.0 70.0 70.0 -90.0 -562 70.0 582 -90.0 -44.8 70.0 44.8 -90.0 -42.1 70.0 42.1 -84.3 -462 70.0 462 -42.5 70.0 -412 68.4 412 63.6 60.1 -57.5 57.5 54.8 57 114 392 -38.5 -36.7 36.7 -342 34.8 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 -73.3 70.0 692 A -90.0 -74.2 70.0 70.0 -90.0 -55.0 70.0 55.0 -90.0 -43.4 70.0 43.4 -90.0 -40.9 70.0 40.9 -81.8 -44.8 70.0 44.8 -70.7 70.0 41.3 -402 66.7 -81.8 -58.7 -532 532 5812 117 120 40.2 -38.7 38.7 -37.6 37.8 381 -342 34.2 B,E C,F A 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 -722 70.0 -68.4 68.4 60 C,F -90.0 -72.9 -75.0 70.0 70.0 70.0 -90.0 -53.4 -75.0 70.0 53.4 70.0 -90.0 -422 -75.0 70.0 42.2 70.0 -90.0 -39.7 -75.0 70.0 39.7 70.0 -79.4 -43.5 -75.0 70.0 43.5 70.0 -40.4 40.4 70.0 -392 -75.0 64.9 39.2 -60.4 -75.0 60.4 37.6 70.0 -57.3 -38.7 -73.3 70.0 -54.5 -35.5 -71.0 35.5 70.0 -51.8 33.7 -43.6143.6 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 -59.1 -55.9 55.9 53.0 -50.0 -48.3 4182 TABLE 7. TEST REPORT: FTL-3580 TABLE 7A. TEST REPORTS: FTL-4807, FTL-4808. NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Raw F.K 3/2583 Re-Astons: 8 1 4 1 2 4 0 ADD GLASS TYPE ETO TABLE 6 lamed By FK ReudS7, F.K Oar 7/10/03 Rwrmmu: C NO CHANGE THIS SHEET wooer F.K. caw 6/23/05 Revisions D CHANGE ANCHORS AND ADD 76" HT. OPTION 12117102 Cheered Lie Dew 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better TAW ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS sat Draft No. 7045-8 Lucas A. Turner. P.E. PE 958201 Mechanical COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & 1/3- 1/3 -1/3 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 NEC ' POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 84.9 64.9 -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 -61.8 81.8 - 58.9 58.9 -56.1 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 86.4 -58.2 582 -55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 108 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 81.8 -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 -48.4 46.4 -43.5 43.5 -41.1 41.1 - 38.6 38.6 1 3 X 1 3 0 X X 0 0 X TABLE 9. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1/8 "HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1/8"HS) ALL "XO" OR "OX" SIZES UP TO 74° WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 TABLE 10. "XO "or "Or & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 83" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-90.01 70.0 P`Ast?D Os Rid& TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3116 "A,.090,3 /161HS) F.13/16" LAMI (1 /B "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL "XO" OR "OX° SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111° WIDE x 76" HIGH 1-55.01 55.0 NOTES: Q 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. Rw""9y F.K Rere19y F.K Rand U.K. F.K Dramgr F.K. Date 825/03 IMM 7/10/03 023/05 Deis 12/17/02 PRODUCT RENEWED as rnmplyhag oft the 6Tarldi Dtddbm Cade A6 pNO1�C6• Na I.: " ADD GLASS TYPE E TO TABLE9 C R"Hmm° Checked Fir NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 76' HEIGHT OPTION Da, 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PGT Visibly Better PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT CA•740 NTS 9n": 5nmals No. 8 t 13 7045 -8 D Z- C7 I if/2- ( /cfr Lucas A. Tumor, P.E. PE #58201 Mechenk&l COMPARATIVE ANALYSIS TABLE 11. "XO" or "0X" & 'XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4607, FTL -4608 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1!81 -IS) B. 5/16" LAMI (1 /8"HS,.090,1 /8 "HS) C. 7/18" LAMI (3/16"A,.090,3/161 -IS) E. 13116" LAMI (1/8°HS,3/8" SPACE,5 /18" LAMI -W/ 1/8 "HS,.090,1 /8"HS) F. 13/16" LAMI (1I8 "A,AIR SPACE, 7 /16" LAMI -W/ 3116 "A,.090,3 /16 "HS) HEIGHT WIDTHS "XOX" VENT FIXED 28 36 38 3/8 43 48 50 5/8 54 57 80 63 72 76 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 69.284 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -64.9 -75.0 84.9 -60.6 80.8 -58.1 58.1 -58.1 56.1 53.3 -50,5 50.5 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 -75.0 70.0 70.0 -90.0 -69.1 70.0 69.1 -90.0 -63.4 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.01 55.0 -55.01 55.0 88.919 24 63.4 -58.5 58.5 -50.4 50.4 47.5 47.5 44.1 -41.6 41.8 -392 39.2 38.919 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 95.973 27 A 42.973 -75.0 70.0 -60.5 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -90.0 -52.6' 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 -55.01 55.0 -55.01 55.0 52.6 -49.1 49.1 -48.2 46.2 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 -75.0 70.0 -75.0 70.0 C,F 108.649 30 48.649 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 70.0 -90.0 70.0 -87.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 -55.01 55.0 -50.7 50.7 -48.2 48.2 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 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 115.892 32 A 51.892 -75.0 70.0 -49.9 49.9 -46.8 48.8 -51.3 70.0 -51.3 -84.7 70.0 -79.5 70.0 -73.8 70.0 -89.7 69.7 -86.3 -83.1 63.1 -5541 55.o 47.4 47.4 -45.5 45.5 -42.7 -40.7 40.7 -38.6 38.6 -38.6 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 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 70.0 -73.2 70.0 -84.8 -6t4 81.4 -58.8 58.8 -55.01 55.0 122 33.687 54.627 -44.7 44.7 -42.8 42.8 41.4 39.5 -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 -71.4 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -46.8 70.0 46.8 -90.0 -43.8 70.0 43.6 -85.8 47.9 70.0 -74.0 70.0 -69.4 89.4 -64.7 -61.0 81.0 -58.4 68.4 123.135 34 55.135 47.9 -44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 37.3 -35.5 13,8 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70,0 126.000 34.791 56.418 A -75.0 70.0 -45.5 45.5 -42.6 42.8 -85.0 '-48.7 70.0 46.7 -73.1 70.0 -88.8 68.8 64.1 -60.5 80,5 -57.9 57.9 -55.2 55.2 -51.51 51.5 43.1 43.1 -41.6 41.8 -40.2 40.2 -38.7 38.7 -38.9 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 70.0 70.0 -70.1 C,F 130 35.896 A 58.209 -90.0 -74.4 70.0 70.0 -90.0 -43.6 70.0 48.8 -90.0 -41.2 70.0 41.2 -82.8 -45.1 70.0 45.1 -71.3 -41.5 70.0 41.5 -87.3 -40.4 67.3 40.4 -38.9 62.5 38.9 -592 592 37.7 -56.5 58.5 362 -53.8 -34.3 53.8 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 68.6 -50.11 50.1 45.81 46.8 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -89.3 69.3 -65.3 85.3 130.378 38 A 58.378 -74.3 70.0 -43.5 43.5 41.0 41.0 45.0 45.0 -41.4 41.4 -40.3 40.3 -60.6 -38.8 60.8 57.6 -54.7 54.7 -51.9 51.9 41.9141.9 38.8 -37.6 37.6 -36.1 36.1 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 -72.3 70.0 -68.5 C,F 134 37 80 A -90.0 -72.9 70.0 -90.0 70.0 -42.2 70.0 422 -90.0 70.0 -79.8 70.0 -69.1 89.1 -39.7 39.7 -43.5 43.5 40.4 40.4 -65.1 85.1 -39.2 60.5 -57.4 39.2 -37.7 37.7 -38.7 -54.6 -51.7 51.7 -35.5 -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 70.0 -71.0 70.0 -67.4 67.4 -41.8141.8 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 87.3 -63.3 63.3 -59.1 59.1 55.9 -53.0 53.0 -50.0 50.0 -42.8142.8 40.81 4o.8 XO° & Or WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. TEST REPORT: FTL-3580 GLAZING OPTION: D. 7/16" LAIV11 (3/181-16,.090,3/1THS) ALL "XOX" SIZES UP TO 134" WIDE x HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH AND ALL "XO" or "or SIZES LIP TO 9r WIDE x 83" HIGH WITH 3r MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 70.0 TABLE 12A. °XO" or "or & 'MX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL-4808 ALL ''XOX" SIZES UP TO 134" WIDE x HIGH WITH 3r MAX VENT WIDTH AND 60" MAX. FIXED VVIDTH AND ALL "XO" or "OX" SIZES LIP TO 9r WIDE x 7r HIGH WITH sr MAX. VENT VVIDTH AND 80" MAX. FIXED VVIDTH 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 1/4r SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Riwed Fit 11.1•9y F.K RiUBy. F.K Dater 6123/05 Nevbo"r D CHANGE ANCHORS AND ADD 76* HEIGHT OPTION Revue 8 ADD GLASS TYPES TO TABLE 11 Dalx 7/10/03 Revisionr C NO CHANGE THIS SHEET Drmi 0r F.K 12/17/02 0becked Sy 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 OpX 1529 NOKOMIS, FL 30274 PA GT_ Visib& Better 0 UNEQUAL UTES UNEQUAL LITES 0 UNEQUAL UTES BY • PRESSURES- UNEQUAL CONFIG. X0, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT NTS 7045-8 Lucas A Turner, P.E. Mechardcal REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A REFERENCE "XO " & "XOX"FRAME ASSEMBLY DETAIL, SHEET 111 MAX. HEIGHT (SEE SHTS. 3 & 4) m " ` MAX. VENT OW rL MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX y I+ DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE HT. 3) REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 Q HORIZONTAL SECTION - XX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SIFT. 4) HORIZONTAL SECTION - X PRODUCT RENEWED as me1pleng NO the Fbe61c guiding Cede AceepaaocoNo • /f DEW r 1`s !, 2OI p Faraday F.K. Data 9/2003 Fawaws• 8 ADD 13/16•LO. GLAZING BEAD ITEM} Reader FJC Data 7/10/03 SHOW TOP HINGE Faraday. F.K. Data CHG SHT. NO. REF. AND ADD ITEM 59 F.K Dalc 12/17/02 Chem dal Dam: 1070 TECHNOLOGYDR0E NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT sawoaa CA-740 NTS 10 a 13 a wow 7045 -8 Lucas A. Turner, P.E. PE 0.56201 Mechanical FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB BemYBr F.K. ae order F.K. ken.* FTC #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID-SPAN "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL Oars 9/25103 Bmx 7/10/03 5/23/05 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 se 1* B 6a44414 BeWban MAIN FRAME ASSEMBLY DETAIL Ti 1.376" 440" .095 "' CASEMENT BACKING PLATE MAT'L: 6063 -T6 DWG# 7071 434" 2.854" .062" NOM. 1.159" 2.139" OSASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A .062" NOM. 2.919" 2.784" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A PRODUCT RENEWED an cempiring%AO 111e natio Baldln3 Cute • NO CHANGE THIS SHEET NO CHANGE T1115 SHEET ADD ITEM 89 zee. Be F.K Oaks: 12/17/02 fhcke4Br 1070 TECNNOLOOYORIVE NOKOMIS, FL 34275 P.O. BOX 1029 NOKOMIS, PL 34274 PET EXTRUSIONS & ASSEMBLY DETAILS '7" ALUMINUM CASEMENT WINDOW, IMPACT Visib6, Better CA•740 "'-"w NTS 11 13 7045 -8 D Lucas 5. urns,, P.E. PE 958201 Mechanical PARTS LIST ITEM DWG # PGT. # DESCRIPTION 1 7002A MAIN FRAME - LEAD, SILL & JAMBS 2 1155 78IPQA #8 X I QUAD PH SMS 3 7008 70834A FRAME CORNER KEY 4 7005A 1/2"X 12"X1/8" CLOSED -CELL FOAM TAPE 5 7003A 78IPQA SASH - TOP, BOTTOM & SIDE RAILS 6 1155 78IPQA #8 X I QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 67407 SASH CORNER KEY 9 7024 13/16° MAXIM MULTI -POINT LOCK 10 7026 LACK SUPPORT PLATE 11 3 /I6A & 3/1611S GLASS WTTH AN.090IN1ERLAYER - SOLUTIA OR DUPONT PVB #10.24 X .562 PH. PN. TYPE F 12 7014 3/1615 & 3/1611S GLASS WITH AN.0901NTERIAYER- SOLUTIA OR DUPONT PVB MULTI -LOCK KEEPER (R.H. & L.Ii) 13 1157 78X78PPSMS #8 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BARASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #832 X.375 PIi PN. TYPE B 21 7032 STUD BRACKET (LT1. & 1111) 22 7858ZA #8 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.500PH.PHL. 30 5/16" LAMINATED (1 /8A & 1/831S GLASS) .090INTERLAYER- SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (I /8H3 & 1/8115 GLASS) .090 BVTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3/16115 GLASS) .090INTERLAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3/1603 & 3 /I6HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5 /16") 41 7042 GLAZING BEAD (7 /16") 43 1224 6TP247 VINYL BULB WSTP (TRICK) 44 SILICONE - DOW CORNING 899, 995 OR EQUIV. 45 PARABOND 46 1634 616311 SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTWB 68 X.500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENTFRAME ASST. TUBE 68 712XIPPT #12 X I" PH. PILL_ TEK. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -0N T- HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE Rend,* F.K Rend By. F.K Rend ar. K. F.K 0s 3/25/03 Revision. B ADD 13/18 -LG. GLASS S GLAZING BEAD 7/I0/03 8/23/05 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 78IPQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" 10.) 86 13/16° LG. GLASS (1/8"115, AIR SPACE, 5/16 "LAM/) 5/16" LAMP= (2) L1TES OF 1/8"03 GLASS WITH AN.090 INTERLAYER - SOLUTIA 011 DUPONT PVB 87 I3/16° LG. GLASS (1/8 "HS, AIR SPACE, 7 /16 "LAM1) 7/16" LAMI= 3 /I6A & 3/1611S GLASS WTTH AN.090IN1ERLAYER - SOLUTIA OR DUPONT PVB 13/16" LG. GLASS (118115, AIR SPACE, 7 /161,AMI) 7/16" LAMI= 3/1615 & 3/1611S GLASS WITH AN.0901NTERIAYER- SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" .050" .865" 0 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" .050° .865° 07/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040" .423" 50 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 �f993" �.289" -� �- .172" .870" II .050" Fes-- .569" 0 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 --� 1.124°1-- .125" .062" INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 .093"J 67 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A 2.701 Re"al"". C RevhU a: NO CHANGE THIS SHEET Da. 12/17/02 CheckedaY ADD EQUIV. TO1785444, SILICONE AND ADO ITEMS87, 88AND89 Data: 1070 TECINOLOGYDRNE NOKOMIS, 41.34275 P.O. BOX 1529 NOKOMIS. FL 34274 PJAGT PARTS LIST & EXTRUSIONS Visibly Better r"e ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 12 13 7045 -8 Luce" A TLm e,, P.E. PE #68201 Mechanical A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -j r -- ASEE Nt'T.,_ L I A Ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM 7 r_ ASEE NOTE 1 ,A SEE NOTE 4 -o 11• 111111'Ilil , 11111111:111! 11min... 1 1/2 MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4° MAX. SHIM ASEE NOTE 1 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM r- A SEE NOTE 2 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE 1/4" MAX. SHIM A ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -1 SEE A E A SEE NOTE 4 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK ASEE NOTE 1 SEE NOTE 4 , 1 l A SEE NOTE 4 --.-I 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE 1 r 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 21/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. X. B Rawl or F Dare: 3/25/03 NO CHANGE THIS SHEET Rustl er F.K. Heaved Or F.K. 7/10/03 6,23/05 liwiebrus NO CHANGE THIS SHEET RevleWU' vmmar FA( Data 12117/02 feeds, Br REVISE NOTES AND REMOVE 3/16' TAPCONS 8 514 SCREWS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ANCHORAGE DETAILS PRODUCE RENEWED es complying with the 6l&h Wilding Cede AereptesseNo • • Ade 272 CAW ALUMINUM CASEMENT WINDOW, IMPACT Visibly Bette serieaeeade: CA -740 NTS Shrst 13 m 13 a°.4°aro. 7045-8 (Il2f /Ur- Lucas A Turner, P.E. PE #58201 Mecha"Iwl MIAMI -DAD COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAML -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.sov/buildinucode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR -710" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08 /10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06-0405.06 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07 -0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. 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 Edmunds) 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. F rL -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 -' . NOA No 07.0 09 Expiration Date: December 21,2011 Approval Date: January 03, 2008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact", approved on 12/21/2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 % GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 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. 5116° LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACFFE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 7116° LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) UTE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7116° LAMI CONSISTING OF (2) LITES OF 3(16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13116" LAMI 10: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 5/16' OR 3/8' AIR SPACE AND 5/16' LAMI CONSISTING OF (2) UTES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16° LAMI IG: (1) LITE OF 1/8' OR 3/16° ANNEALED (MIN.) GLASS, 5/16° OR 3/8° AIR SPACE AND 5/16° 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 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 1.13/16' LAMI ID: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 5/16' OR 3/8' AIR SPACE AND 5116° LAMI CONSISTING OF (2) UTES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13/18' LAMI ID: (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 3/18° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K 13116' LAMI IG: (1) LITE OF 1/8° OR 3/18° ANNEALED (MIN.) GLASS, 3116` OR 1/4" AIR SPACE AND 716° LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3116° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16' LAMI IG: (1) LITE OF 1/8° OR 3/16' ANNEALED (MIN.) GLASS, 3/16' OR 114° AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 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 TABLES ASTM E 1300 -02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSVAF &PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CLLI {EN}'tWEIFFION41∎Kip141.D)NG THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 PRODUCT REVISED as complying with the 19mida E_ ■Se.g Code Aerevcnco No ' 0 Eupir0ion Dam BY Di .n R,. tBr O45 Perkime� F K. 4/15/07 C ADD FTC -5330 TO NOTES 75 CHG. NOTE 8 TO CURRENT EDIT. Read Ely.. F.K 10/17/08 45- £ CHANGE TO ASTM E 1300.02 RBreQap. F.K. 5113106 ReWWu: A ADD AIR SPACEDIM. NOTE 1, TECH. REF. NOTE 7 8 NOTE 8. DrewBf F.K. Dame 2/28/06 d,,ewtar J.J. 3/23108 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0.90X 528 NOKONI5, FL 1 34274 pT. GENERAL fib ES" W ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better SnwarlIstot HR710 fkake NTS 1 " 11 -45 4127 -10 1/2' NOM. GLASS BITE 1/2' NOM. GLASS BITE 63,64,65 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5/18" NOM. 5/16 " LAMINATED GLASS 3/18' ANNEALED OR HEAT STRENGTHENED GLASS _It' .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 7/16" LAMINATED GLASS C] EXTERIOR INTERIOR [> (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 3116" ANNEALED (MIN.) GLASS 13116" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 3/16° OR 1/4° AIR SPACE 1/8' or 3/16° ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI PRODUCT REVISED a: complying wiIb th8 Florida Bedding Code Accepl6n a Na 0 — 8 - .0 Expiration Da" WAVE' BY ,ii ado Product •"" il' no F.K. sr F.IC Revdor. F.IC oamar F.K. 4115107 Dar 10/17/05 Reviskax C RaYaner NO CHANGE THIS SHEET NO CHANGE THIS SHEET Oadr 5/13/06 Data 228/06 RevIsla. A cn®eta"er J.J. ADD AIR SPACE DIM. TO LAMI 1G DETAILS Data 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. 30X 1628 NOKOMIS, FL 34274 PGT Visibly Better GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 710 Full 2 m 11 4127 -10 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 +80.0 -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 -56.2 106 318" 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,I +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 7116" 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 Pr -Q ` --EVIStED a. ^_•,- ::.,i' :> with the Florida Bcld,a1Ccde Accepts= No a7- 0815.04 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 isatioa ItualUtragr 8s Ftoa GLASS TYPES: TEST REPORT FTL -4858 (XOX), FR-4859 (OX& XO) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,118" 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. 13116" 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 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1 /8"HS) L 13/16" LAMI IG -1 /8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1 /8 "HS) J. 13/16" LAMI 10-1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16"A) K. 13/16" LAMI 1G -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 -118" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3/16"HS) 1: Robert d'I L. Clark, P.E. PE 939712 Structural Rats] By F.K. Date: 4/15/07 Reettoms C ADD INTEGRAL PIN OPTION & UPDATE ASTME1300 -02DPa 1070 TECHNOLOGY SRNS NOKOMIS, FL 34275 P.O. 99X 1529 NOKOMIS, FL 34274 Ti �- t>+ DESIGN PRESSURES Rviedey. P.K. baler 10/17/08 RBVbbnr B REVISE DP TABLES TO ASTM E 1300-02 tat ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rya F.1( 5113/06 A ADD AIR SPACE DIMENSION GLASS TYPES O THRU L flan Eir F.X. Bar 2/28106 Clreciadar. J.J. Date: 323106 Visibly Better "'"""" HR710 s NTS t� 3 m 11 Draoing N 4127 -10 C 27 318' MAX. DLO —► VENT 8 54 5/16° MAX. DLO FIXED 1 0 110° MAX. WIDTH I.F. FRAME 111° MAX. WIDTH FLANGE FRAME ISCO 8 DETAIL B - XOX (1/4- 1/2 -1/4) 33 9/16° MAX. III .. -- --- 33 9/16" MAX. DLO FIXED C I I DLO VENT } A 57 3/8° MAX DLO ALL FIXED LITES 0 A 58° MAX DLO ALL VENTS 82° MAX I.F. FRAME ALL CONFIG. 63° MAX. FLANGE FRAME ALL CONFIG. C 73° MAX. WIDTH I.F. FRAME —I 74° MAX WIDTH FLANGE FRAME DETAIL A - OX OR XO Q 27 3/8' 27 3/8° MAX. DLO MAX. DLO --.– VENT FIXED 85 7/18° MAX. WIDTH I.F. FRAME — `"I Q 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 I.F. FRAME FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) !c :r REVISED with the Florida .: :;ice No 071' • :.S. 07 ; ation Date : gal O/i / .iP, . ade .:. Coabp, Rem sr F.K Data 4/15107 ADD INTEGRAL FIN FRAME MAX DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROMSHT. 8. Rene Er F.K Revs:EDF FJG 10/17108 Data 543/08 Raabm. 8 Ratans: b NO CHANGE THIS SHEET NO CHANGE 77-RS SHEET termer F.K. Data 2128106 rear J.J. 3123/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1520 NOKOMIS, FL 34274 PST Visibly Better Damiallat ELEVATIONS ram ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 NTS Shoat 4 d 11 Ww6g Rr 4127 -10 /s/7,‘ L. Clark, P.E. PE 439712 Structural INTERIOR EXTERIOR MAX FIXED DLO --I MAX. WIDTH (FLANGE FRAME) © SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGEEAFRAME) MAX. VENT DLO MAX. HEIGHT FLANGE FRAME A INTERIOR 4�a k— MAX FIXED DLO -.-I MAX. WIDTH (.F. FRAME) MAX VENT DLO EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL Flly, FRAME) EXTERIOR 44.84 Br F.X. kovader FJC Rarsd8D F.K. txaaney F.t( SECTION C-C (VERTICAL SECTION, FLANGE FRAME) Data 4/16/07 La44 10/17/06 5/13408 Rebfms A SILL INTERIOR (VERTICAL SECTION, I.F. FRAME)A ADD INTEGRAL FIN FRAMQ I7EMS 41, 42 AND 43 AND VIEWS. NO CHANGE THIS SHEET Thaw 2/28406 RwM c A Checked By J.J. NO CHANGE THIS SHEET CeP 323/08 1070 TECHNOLOGY DRVE 505004IS, FL 34276 P.O. BOX 1620 5050908. FL 34274 PGT t/iatb/y Better HEAD (VERTICAL SECTION, I.F. FRAME)© SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT swasnmmk sahc sham — 5 - 11 !� HR710 Half ao+nxa 4127 -10 PRODUCT REVISED as meret.=ag with the Florida F4dIf: Code Ac::::,,'& cce No auticn Delo /7/7//1. (/1/47 bert L. Clark, P.E. PE 938712 Structural 4222 A GLAZING BEAD - 7/16" 6063 -T5 AL 64222 1096 SWEEP LATCH DIE -CAST 71096 12 1626 ADHESIVE OPEN CELL, FOAM PAD 7PAD1626 DWG# REV DESCRIPTION MAIL PGT# 1 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237 2 4025 SASH STOP (S'I'D.) (ANTI LIFT CUP) 6063 -T5 AL 612244 3 #8X3 /4 PH. PAN HEAD 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 6 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 7 4137 SILL ADAPTOR 6063 -T6 AL 64137 8 4131 ROLLER TRACK 6063 -T6 AL 64131 10 71298 WEEP HOLE COVER POLYPROP. 71298 13 4002 A FLANGEFRAME JAMB 6063 -T6 AL 612225 14 4134 GASKET FOR MAIN FRAME SIILJOINT 74134W/K 15 1155 #8 X 1.000 QUAD PN. SMS 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 781PQA 64110G 17 4054 13 FIXED MEETINGRAIL 6063HD -T6 AL 64054A 19 4066 WSTP,.187 X 230, FIN SEAL 64066G 21 4105 SASH TOP& BOTTOM RAIL 6063 -T5 AL 612240 22 1683 WSTP,250X 270 BACK, FIN SEAL 61683G 23 225 -1 ROLLER HOUSING& GUIDE 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEETINGRAIL 6063HS -T6 AL 64006 33 35 1235 WSTP,.170 X .270 BACK, FIN SEAL 67S16G 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 WFATHERSTRB'.187X 275 40 LIFT RAIL COVER CAP 41 42 4139 I.F. FRAME HEAD 6063 -T6 AL 67070K 74078 "C" LORR 64139 43 4141 I.F. FRAME JAMB 6063 -T6 AL 64141 4140 I.F. FRAME SILL 6063 -T6 AL 64140 50 51 1224 52 1225 53 54 4039 B GLAZING SILICONE, DOW 899, 995 OREQUIVALENT VINYL GLAZING BEAD BULB (THICK) VINYL GLAZINGBFAD BULB (THIN) GLAZINGBEAD - 5/16" 6TP247W,K 6063 -T5 AL 6TP248K 6403913 55 4044 13 GAZING BEAD -5/16" W /GRILL KIT 6063 -T5 AL 644703 56 59 985 C GLAZING BEAD - 7/16" W /GRILL KIT 6063 -T5 AL 6985 60 4067 GLASS, GLAZINGBFAD- 13/16" 6063 -T5 AL 64067 5/16" LAMI (1/8" A, .090 PVB, 1 /8" A) 61 5/16 IAMI (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 65 Roma,- F.K. 7/16" IAMI (3/16" A, .090 PVB, 3/16" HS) 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) weer: F.K Reese By FJC aem: 4/15107 Ora R. A A ITEM DWG# REV DESCRIPTION I MATL I PGT# 66 GLASS, 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" LAMI IG- 1/8 "A, 3/8" AIRSPACE, 5116" LAMI (I /8 "A, .090 PVB, l /8 "HS) 68 " 13/16" LAMI IG- 1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (118 "HS, .090 PVB, 1/8"HS) 69 " 13/16" IAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, I/8 "A) 70 " 13/16" LAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1/8"A, .090 PV13,1 /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" AIRSPACE, 7/16" IAMI (3/16"A, .090 PVB, 3/16 "A) 73 " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16 "HS) 74 " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "HS, .090 PVB, 3/16115) 75 " 13/16" LAMI IG- 3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16 "A) 76 " 13/16" IAMI IG- 3/16 "A, 3/16" AIR SPACE 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "HS) 77 13/16" LAMI IG- 3/16"A, 3/16" AIR SPACE, 7/16" IAMI (3/16 "HS, .090 PVB, 3 /16 "HS) 90 1014 SCREEN FRAME (HOR & VER.) 3105 -H14 AL 91 1630 SCREEN CORNER KEY WRINGS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE -.135 DIA. FOAM . EM PVC 95 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC 96 SCREEN CLOTH 0.6, 44139, 6083413 I.F. FRAME HEAD 2.784 -.0621 288 O43 I.F. FRAME JAMB , #4141,6063 -T6 ADD !TENS 41, 42 & 43 0 Br F.K 10/17/08 5/13/08 Rewstorer NO CHANGE TH1S SHEET Review= A Dam 2/28/06 a"m®eey J.J. ADD SPACE DIMENSIONS ITEMS 88 THRU 77. Thaw 3/23/08 1070 TECHNOLOGY DRIVE NOKOEES, FL 34275 P.O. BOX 1529 NOKOMIS, 6.34274 PG7_ Visibly Bette, PARTS LIST .082 3.152 2 710 42 .F. FRAME SILL © #4140,6063 -T6 ,,, 1 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT MUM NTS Saissalotlat Rat C 6 11 4127 -10 PRODUCT REVISED as oampiying with the Florida Building Code Acceptance No 0 Expiration Date L Clark, P.E. PE 839712 Structural Ra..e F.K semey F.K. Revel ST FK. F.K. 17now Os Q FLANGE FRAME HEAD #4102A, 8063-T6 -.4-0-.062 .490 ll_l T-I-- 1.451 --1 O SASH STOP #4025, 8083 -T5 I f L.349+1 21 SASH TOP & BOTTOM RAIL #4133,8083 -T5 .050 1.096-f-0-1T O GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W/ GRILL KIT) 1�? 1 ILL 678 Daa 4/15/07 Dax 10/17/08 55113/08 Deis 2/28/08 c Revisions C B Revisions O FLANGE FRAME SILL #4136, 6083 -T6 O HORIZ. ROLLER TRACK #4131. 6063-T6 2 79 • 1.081 f"-- 82 SASH MTG. RAIL #40060, 6063HS-T6 .878 1.096 0 GLAZING BEAD 7/16" #4222A,6063 -T5 1.187 0 FRAME SILL ADAPTER �� JJ #4137,60633 -T6 17 FIXED MEETING RAIL #405413,606314aT6 2.8 1+1291+1 37 SASH SIDE RAIL #4126, 6083-T5 050 -+� 1.115 7 O GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) �- 1.513 -�j I I .738 1.443 SASH STOP COVER v #4053, 6063-T5 I-r -- 2.784 T- 1.383 .062 13 FLANGE FRAME JAMB #4002A, 6063-T6 .878 1.096 1 17 0 GLAZING BEAD, 5/16" #403913,6083 -T5 1.097 59 GLAZING BEAD, 13/16" #4067, 6063-T5 PRODUCT REVISED as complying with the Florida Building Coda Acceptanco No 0 Expiration Do NO CHANGE THIS SHEET NO CHANGE THIS SHEET Cheated ay J.J. NO CHANGE THIS SHEET Date 3/29/08 1070 TECHNOLOGY DRIVE NOKOt415, FL 34278 5.0 BOX 1520 NOKOMIS, FL 34274 PcT EXTRUSIONS Visibly Better mas ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s"bmamrc amt a 7 d 11 HR710 Half maim 4127 -10 Robert L. Clark, P.E PE 539712 Shantou! ANCHOR QUANTITIES, XOX (114 - 112 -114) WINDOWS GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L TABLE 4 ANCHOR TYPE & SUBSTRATE 2,3, WOOD ZONES 2 CONC ZONES 1, CONC ZONES 2,3, W000 2, CONC 1, CONC ZONES ZONES ZONES WINDOW SIZE W H 53.125 x 38.375 48.000 50.525 5&000 80.000 83.000 HEAD & SILL 1 +02+1 +C2 +1 (O 8) HEAD & SILL 03 HEAD & SILL to 03 HEAD & SILL ra HEAD & SILL m -7 HEAD & SILL co Q 2 1 +C2 +1 +02 +1 2 1+02+1 +02 +1 2 1 +C2 +1 +02+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1+•02 +1 2 1 +02 +1 +02 +1 3 1 +C2 +1+02 +1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +02+1 3 1 +02+1 +02+1 3 1 +C2 +1 +02+1 3 1 +02+1 +02 +1 3 1+02 +1 +02 +1 3 1 +C2 +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 +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 +02 +1 +02+1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +02 +1 +C2 +1 3 1 +02+1 +02 +1 1+02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+02+1+C2+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 80.000 x 38.375 48.000 50.625 54000 60.E 63.000 1 +02 +1 +02+1 2 1 +02 +1 +02+1 2 1 +02 +1 +02+1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02+1 2 1 +02 +2 +02 +1 2 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+2 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1+02+1 3 1 +C2 +1+02 +1 3 1 +02+1 +02+1 3 1 +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 +02 +1 3 1 +02+•1 +02 +1 3 1 +(2+1+(2 +1 3 1 +02+1 +02+1 3 1 +C2 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +C2 +2 +03+1 3 1+02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +00 +1+02 +1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1 +0+2+03+1 3 74.000 x 3&375 48.000 50.825 54.000 50.000 83.000 1 +C2 +2 +02+1 2 1 +0x +1 +02+1 2 1 +02+2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +02 +2+02 +1 2 1 +C2 +2 +02+1 2 1 +C2 +2 +02+1 3 1 +02+1 +C2 +1 3 1 +02+2 +02 +1 3 1 +02 +2 +02+1 3 1 +02 +2+C2 +1 3 1 +02+2+02 +1 3 1 +02+2 +02 +1 3 1 +02+1+02 +1 3 1 +02+2+02 +1 3 1 +02+2+02 +1 3 1 +C2 +2+02+1 3 1 +02 +2+02 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +02+2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02+1 3 1 +03+2 +03+1 3 1 +02+2+02 +1 3 1 +0x +1 +02+1 3 1 +02 +2+02 +1 3 1 +02+2 +02 +1 3 1 +C2 +2 +02+1 3 1 +03+2 +03 +1 3 1+02 +2+02+1 3 1 +02+1 +02+1 3 1 +03+2+03 +1 3 1 +03+2 +03+1 3 1+02 +2+02 +1 3 1 +03+2 +(2+1 3 84.000 x 38.375 48.000 50.825 54.000 80.000 83.000 1 +(2 +2 +C2 +1 2 1+02+2+02 +1 2 1+02 +2 +02+1 2 1+(2 +2 +02 +1 2 1 +02 +2+02 +1 2 1 +C2 +3+(2+•1 2 1 +02+2+02 +1 3 1 +02+2 +02 +1 3 1 +02 +2+02 +1 3 1 +(2 +2 +C2 +1 3 1 +02+2+02 +1 3 1 +03+3+03+1 3 1 +02 +2 +02 +1 1 +C2 +2 +02+1 3 3 1 +02 +2 +02+1 1 +02 +2 +02 +1 1 +(2 +2 +C2 +1 1 +02+2 +02+1 3 3 1 +02 +2 +02 +1 1 +02 +2+02+1 3 1 +02+•2 +C2 +1 3 1 +02 +2+02 +1 3 1 +03+3+03+1 3 1 +04 +3+04 +1 3 3 1 +02 +2 +02 +1 3 1 +02 +2 +C2 +1 3 1 +03+2 +03+1 3 1 +03+2 +03+1 3 1 +C2 +2 +02+1 3 1 +04 +3+04+•1 3 1+02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +03+2 +03+1 3 1 +03+2+03+1 3 1 +02 +2 +02+1 3 1 +04 +3+04 +1 3 1018.375 x 38.375 48.000 50.525 54.000 60.000 83.000 1 +02+2 +C2 +1 2 1 +02 +2+02 +1 2 1 +(2+3+02 +1 2 1 +02 +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 +(3+3+03+1 3 1+(2 +3+02+1 3 1 +C3 +4 +02+1 3 1 +02 +3+02 +1 1 +C3+3+C3+1 3 3 1 +02+2 +02 +1 1 +02+2 +C2 +1 3 1 +03+3+03+1 1 +03+3+03+1 3 3 1+03 +3+03+1 1 +03+3+03+1 3 1 +03+3+03+1 3 1 +C3 +3 +03+1 3 1 +03 +4 +02+1 3 1 +04+4 +C4+1 3 3 1 +03+3+03+1 1 +03+3+03+1 3 3 1 +02 +2+02+1 1+02 +2 +02 +1 3 1 +C4 +3 +C4 +1 1 +04+3+04 +1 3 3 1 +04 +3 +04+1 1 +C4 +3 +04 +1 4 1+03+3+03+1 4 1+04 +3+04+1 3 1 +04 +4+04 +1 3 3 1 +C5+4 +05+1 3 111.000 x 38.375 48.000 50.825 54000 50.000 83.000 rrw■7: FK Rwmlay F.K nor 4/15/07 Data 1 +02 +3+02+1 1 +02+3+02 +1 2 3 1 +02+2+02 +1 1 +02+2 +02+1 2 3 1 +02 +3 +02 +1 1 +03+3 +03+1 2 3 1 +C2 +3+02 +1 1 +C3 +3+03+1 3 1 +02+3+02 +1 3 1 +(2+3+02 +1 2 1 +02+4 +C2 +1 3 1 +03 +4 +03+ 1 2 3 1 +02 +3+02+1 3 1 +02 +2 +02 +1 3 1 +03+3 +03+1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1+03 +4 +03+1 3 1 +03+3+03 +1 3 1+02+2 +C2 +1 3 1 +03 +3+03+1 3 1 +03 +3+02+•1 3 1 +C3 +3+03+1 3 1 +04+4 +C4 +1 3 1 +03+3+03+1 3 1 +02 +2+02 +1 3 1 +C4 +3 +C4 +1 3 1 +04+3+04 +1 4 1 +02+3+02+•1 3 1 +C4 +4 +C4 +1 1 +03+3+03+1 Re,,: C 3 1 +(2 +2+02+1 3 1 +04+3+04 +1 3 1 +04+3+04 +1 4 1 +04 +3+04 +1 3 1+(0+4 +05+1 10/17/08 Reve me B Roreaey: oars karisklar Pk. 5113105 UPDATE TABLE 4, AFI FCT VALUES DUE TO ANCHOR CAP. ICJ REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS A ADD SPACE DIMENSIONS GLASS TYPES G THRU L ay. mrg checked ay: Amy F.K 2128106 J.J. 3123/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BOX 1828 NOKOMIS, FL 34274 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090,1/8" A) B. 5/18° LAMI - (1/8" A,.090,1/8° HS) C. 5/16° LAMI - (1/8" HS,.090, 1/8' HS) D. 7118" LAMI - (3/18" 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 10 - 1/8° OR 3/18" A, 5/16" OR 3/8° SPACE, 5/18' LAMI - (118" A,.090,1/8" A) H. 13/16° LAMI IG - 1/8° OR 3/16° A, 5/16° OR 3/8° SPACE, 5/16° LAMI - (1/8° A,.090,1/8" HS) I. 13/18" LAMI IG - 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 10 - 1/8' OR 3/16" A, 3/16° OR 1/4" SPACE, 7/16° LAMI - (3/16"A„090, 3/16° A) K. 13/16° LAMI 13 - 1/8° OR 3/16° A, 3/16° OR 114" SPACE, 7/16° LAMI - (3/16° A,.090, 3/16" HS) L. 13/16" LAMI 113 - 1/8° OR 3/16° A, 3/16° OR 1/4° SPACE, 7/16° LAMI - (3/16° HS,.090, 3/18" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL 10 1/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4° MAX FROM CORNERS. JAMBS: 9° MAX FROM CORNERS AND 22 1/2° MAX O.C. TABLE KEY: X 0 X I1 +03+ 4+03 +1I 3 P.-ANCHOR QUANTITY PER JAMB .Lr 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) 25 3/4" max. -7-1 f-.-3" MIN. Fd1 I 1 1 9' REF. X O 1 1 111 t X MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 25 3/4" MAX 9" REF. 3 MTG. RAIL TYP. 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS X 1 1/2" TYP. I+-3° MIN. 1 it ii 1 1 11 O X c; Visibly Better ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s__l_ sae* West Amino. HR710 NTS 8 a 11 4127 -10 ftw c Pii(11 ?!!cr t'EVISED cc -;1�i; •:i;; With the Florida Acc7.7;.t7nce No 0 Expiration Dow By •. on .O /171L° Rohmt L Clark, P.E. PE #39712 Structural ANCHOR QUANTITIES, XOX (113 -1/3 -113) WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 - 1/4" ELCO S84 CRETE -FLEX 3 - 412 STEEL SCREWS (G5) ANCHOR TYPEa & 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, �ONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W Y H HEAD & SILL CO 2 HEAD & SILL -, CO g HEAD & SILL > co HEAD & SILL -, co 2 HEAD & SILL -, fa m HEAD & SILL g - to g 2. GLASS TYPES: A. 5/18° LAMI - (1/8" A,.090, 1/8° A) --, B. 5/18° LAMI - (118° 0,.090,1/8° HS) 48.0004( 38.375 48.000 50.625 54.000 60.000 63 000 1+32 +1 +32+1 2 1 +02 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02 +1+32 +1 2 1 +32 +1 +32 +1 2 1 +32 +1 +32+1 2 C. 5116° LAMI- (1/8" HS,.090, 1/8°H8) "H) 1 +02 +1 +02+1 3 1 +02 +1+02 +1 3 1332+1 +402 +1 3 1+C2+1+C2 +1 3 1 +32 +1 +02 +1 3 1 +32 +1 +32 +1 3 D.7 /16"LAMI- (3/16 A,.090,3/16 E. 7/16" LAMI - (3116° ° A,.090, 3/18° HS) 1+32 +1 +02 +1 3 1 +402 +1 +32+1 3 1 +02+1 +02+1 3 1 +32+1 +402 +1 3 1 +402 +1 +C2 +1 3 1 +02 +1 +02 +1 3 F.7/16 ° LAM! - (3/16° HS,.090,3116° HS) 1 +02 +1 +C2 +1 3 1 +32+1+32 +1 3 1 +32 +1 +32 +1 3 1 +32 +1 +02+1 3 1 +32 +1 +32 +1 3 1+32 +1 +32 +1 3 G. 13/16" LAMI 13 - 1/8° OR 3/16" A, 5/16" OR 3/8° SPACE, 5/16° LAMI - (1/8" A,.090, 1/8° A) 1 +02 +1 +02 +1 3 1 +02 +1 +402 +1 3 1 +02 +1 +02+1 3 1+32+1 +32 +1 3 1 +02 +1 +0241 3 1 +02 +1 +02 +1 3 H.13116" LAMI IG -1/8° OR 3/18" A, 5118" OR 318° SPACE, 5/18° LAMI - (1/8° 0,.090,1/8" HS) I. 13/16" LAMI IG 1 +32+1 +402 +1 3 1 +{x +1 +402 +1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+32 +1+32 +1 3 1 +33+1 +33+1 -1/8" OR 3/16° A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) 3 J.13/16" LAMI IO -1/8° OR 3/16° A, 3/18° OR 1/4" SPACE, 7/16" LAMI - (3/18° A,.090, 3/16" A) 53.125x 38.375 48000 50.625 54.000 60.000 63.000 1 +32 +1+32+1 2 1 +02+1 +02+1 2 1+32+1+32+1 2 1 +32 +1 +32 +1 2 1 +02 +1 +32 +1 2 1 +32 +1 +32 +1 2 K 13/16" LAMI IG - 1/8° OR 3/16° A, 3/16" OR 1/4° SPACE, 7/16° LAMI - (3/16° A,.090, 3116° HS) 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +32+1 +32+1 3 1 +02+1+02+1 3 1 +02+1 +32+1 3 1 +32+1 +32 +1 3 L. 13/18" LAMI IG -1/8° OR 3/18° A, 3/16" OR 1/4° SPACE, 7116° LAMI - (3/16" HS,.090, 3116° HS) 1+32 +1 +02 +1 3 1 +32 +1 +32 +1 3 1+32 +1 +32 +1 3 1 +32 +1 +32 +1 3 1 +32 +1 +32+1 3 1+32+1+02+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED 1+32 +1 +32 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +32 +1 +32 +1 3 1 +02 +1 +02 +1 3 1+02+1 +02+1 ON THE FOLLOWING 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+03+1 +03 +1 3 1 +402 +1 +02 +1 3 1 +402 +1+32+1 3 1 +02+1 +32+1 3 1 +402 +1 +32 +1 3 1 +402 +1 +02 +1 3 1 +33+1 +03+1 3 HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.375 48.000 50.625 54.000 80.000 63.000 1 +32 +1 +02+1 2 1 +32 +1+32 +1 2 1 +32 +1 +02 +1 2 1+32+1 +32 +1 2 1 +02 +1 +02 +1 2 1 +02 +1+32 +1 2 25314° MAX. FROM CORNERS JAMBS: 9° MAX. FROM CORNERS AND 22 1/2" MAX. O.C. 1 +32 +1 +32+1 3 1 +32 +1 +32+1 3 1 +32+1 +32 +1 3 1+32 +1 +32 +1 3 1 +32 +1 +02 +1 3 1 +32 +1 +32 +1 3 TABLE KEY: 1+02+1 +402 +1 3 1 +02 +1 +402 +1 3 1 +02 +1 +02 +1 3 1 +402 +1 +402 +1 3 1 +02 +1 +02+1 3 1 +02 +1+02 +1 3 X 0 X 1 +402 +1 +402 +1 3 1 +32+1+32 +1 3 1 +02 +1 +32+1 3 1 +32 +1 +02 +1 3 1 +32 +1 +32+1 3 1 +33+1 +03+1 3 r +33+1 1+33 +1 ! 31 —" ANCHOR QUANTITY PER JAMB 1 +02 +1+02+1 3 1+32 +1 +C2+1 3 1 +02 +1 +02 +1 3 1 +402 +1+32 +1 3 1 +02 +1 +32+1 3 1 +33+1 +33+1 3 t HEAD AND SILL ANCHOR QUANTITIES 1 +02 +1 +402 +1 3 1 +402 +1 +402 +1 3 1 +02+1 +02 +1 3 1 +33+1 +33+1 3 1 +402 +1 +402 +1 3 1++1+33+1 3 2 1 +32 +1 +32 +1 2 1 +32+1 +32 +1 2 1 +32 +1 +32+1 2 1 +32 +1 +32 +1 2 1 +32 +1 +32 +1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) 3 1 +402 +1 +402 +1 3 1+32+1+32+1 3 1 +32 +1 +32+1 3 1 +32+1 +402 +1 3 1 +02 +1 +32+1 3 3 1 +02 +1 +02 +1 3 1 +32 +1 +32+1 3 1 +02 +1 +02 +1 3 1 +32 +1 +32 +1 3 1 +33+1 +03 +1 3 3 1 +32 +1 +32 +1 3 1 +32+1 +32 +1 3 1 +32 +1 +32 +1 3 1+32 +1 +02 +1 3 1 +33+1 +33+1 3 3 1 +32 +1 +32 +1 3 1 +32 +1 +32 +1 3 1 +33+1+33+1 3 1+02+1+02+1 3 1 +33+1 +33+1 3 3 1 +32 +1 +32+1 3 1 +33+1 +33+1 3 1+03+1+33 +1 3 1 +32+1 +32+1 3 1 +33+1 +03+1 3 2 1 +32 +1 +32 +1 2 1+02 +1 +02 +1 2 1+32+1 +32 +1 2 1+3241 +02 +1 2 1 +32 +1 +32 +1 2 t I 253/4° MAX --.( -3° MIN. 3 1 +32 +1 +32 +1 3 1 +32 +1 +02 +1 3 1+02 +1 +32 +1 3 1 +32+1 +32 +1 3 1 +402 +1 +32 +1 3 1 +32 +1 +32 +1 3 1 +402 +1 +02 +1 3 1 +32 +1 +32 +1 3 1 +33+1 +33+1 3 1 +33+1+33+1 3 3 Pi2OJUCi'P.EYISED as ca plyingwiththe61a+4Ba Buitdhg Cede 4 tai r X 1 141 0 1 X 3 1 +32 +1 +32 +1 3 1 +(x +1 +02 +1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+33+1 +33+1 9° REF. 3 3 1 +32 +1 +402 +1 3 1 +33+1 +33+1 3 1 +03+1 +03+1 3 1 +32 +1 +32 +1 3 1 +33+1 +33+1 3 —! 3 1 +32 +1 +32 +1 3 1 +33+1 +03+1 3 1 +03+1 +33+1 3 1 +32 +1+32 +1 3 1 +33+1 +33+1 3 2 1 +402 +1+32 +1 2 1 +02 +1 +02 +1 2 1 +32+1 +02 +1 3 1 +32+1 +02 +1 2 1 +02 +1 +402 +1 MTG.RAIL,TYP.— 2 CLUSTER W/ QTY. OF (3) ANCHORS 3 1 +02 +1 +32+1 3 1 +32 +1 +32 +1 3 1 +32 +1+32 +1 3 1 +32+1 +32 +1 3 1 +02 +1 +32 +1 3 1 +02+1 +02 +1 3 1 +32 +1 +32 +1 3 1 +02 +1 +02 +1 3 1 +33+1 +33+1 3 1 +03 +1 +33+1 EXAMPLE 3 Acceptance Na 0 0815.01 3 (SHOWN IN TABLE KEY ABOVE) Ex. . ion Date P !3l£oq , By.// /..._r_ 1.' 3 1 +02 +1 +02 +1 3 1 +33 +1+33 +1 3 1 +03+1 +03+1 3 1 +402 +1 +02 +1 3 1 +33 +1 +03+1 3 3 1 +02 +1 +02 +1 3 1 +03+1 +q +1 3 1 +33+1+33 +1 4 1 +33+1 +03+1 3 1 +33 +1 +33+1 3 1 1 25 314" MAX 3 1 +02 +1 +32 +1 3 1 +33+1 +403+1 3 1 +03+1 +q +1 4 1 +33+1 +33+1 3 1 +04 +1 +34 +1 4 1x" 2 1 +32 +1 +32+1 2 1 +32+1 +32 +1 2 1 +32 +1 +32 +1 3 1 +32 +1 +32 +1 2 1 +402 +1 +32 +1 llr -3° MIN. 2 1 f j© o' Robert I- Clark P.E. PE 539712 Sbvaurel 3 1 +32 +1 +32 +1 3 1 +32+1 +32 +1 3 1 +32 +1 +32 +1 3 1 +02 +1 +02 +1 3 1 +33+1 +33+1 3 9' REF. 1411 y X 1 1 11111 O 1 X_ __,- 3 1 +32 +1 +32+1 3 1 +32 +1 +32 +1 3 1 +32 +1 +32 +1 3 1 +32 +1 +32 +1 3 1 +33+1 +33+1 3 —' 3 1 +02 +1 +32 +1 3 1+03+1+03+1 3 1 +03 +1 +03+1 3 1 +3+1 +32 +1 3 1+03+1+03+1 3 OF (4) ANCHORS 3 1 +402 +1 +402 +1 3 1 +33+1 +33+1 3 1 ++1 ++1 33 33 4 1 +333 +1 +33+1 3 1 +404 +1 +404 +1 4 MTG. RAIL, TYP,— 3 1 +32 +1 +32 +1 3 1+33+1 +33+1 3 1 +33+1 +33+1 4 1 +33+1 +33+1 3 1 +34 +1+34 +1 4 EXAMPLE CLUSTER W/ QTY. Rand 67: FK Dam 4/15/07 Revision. C UPDATE TABLE5, SELECT VALUES DUE TO ANCHOR CAP. ADJ. Oyo TEC�IN0I.Op�• pRryE t4OKOMIS. 71. 34276 P.O. BOX 1828 601(01418, FL 34274 ReStattlbe ANCHORAGE SPACING, XOX (1/3-1/3-1/3) Rated 9y FA Dale 10/17/06 R +4 k,o 8 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Tusx ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Road Be F.K. Oe1R 5/13106 Rotten. A ADD SPACE DIMENSIONS GLASS TYPES 0 THRU L Dam* F.K Oats 2/28/00 Checked Ely: J.J. Gene 3/23108 I Visibly Better ' HR710 ' NTS 9 a 11 °1a"t®a " 4127 -10 X14 C ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: E TYPES: ELCO TAPCONS 2 - TYPES: 5118° LAM! - (V8' A,.090, V 5/16' LAMI - (1/8° A,.090,1/8° 5/18' LAMI - (1/8° HS,.090,1/8" 7/16° LAMI - (3/16' A,.090, 3/18° 7/16° LAMI - (3 /16' A,.090, 3/16° 7/18° LAMI - (3M6` HS,.090, 13/18° LAMI 10 -1/8° OR 3/16° 13/16' LAMI 10 - 1/8° OR 3/16° 13/18° LAMI IG -118° OR 3/16" 13/16' LAMI 10 -118" OR 3/16" 13116° LAMI 10 - 1/8' OR 3116° 13/16° LAMI IG -1/8° OR 3116" ANCHOR QUANTITIES FOR WINDOW & SILL: 101/2' MAX. ON 18 3/4° MAX. FROM JAMBS: 9° MAX. FROM KEY: O X 1/4' ELCO SS4 CRETE -FLEX 3 - #12 P A) HS) HS) A) HS) 3/16° HS) A, 5/16" OR 3/8' SPACE, 5/16° LAMI A, 5/16° OR 3/8° SPACE, 5/16" LAMI A, 5/16' OR 3/8° SPACE, 5/16' LAM! A, 3/16" OR 1/4" SPACE, 7/16° LAMI A, 3116' OR 1/4" SPACE, 7/18° LAMI A, 3/18° OR 1/4° SPACE, 7/16° LAMI ARE PER ADJACENT TABLE AND BASED SIZES NOT SHOWN, GO TO NEXT LARGER EACH SIDE OF MEETING RAIL CENTERLINE. CORNERS. CORNERS AND 22 1/2' MAX. O.C. STEEL SCREWS (G5) - (1/8° A,.090,1/8' A) - (1/8° A,.090, 1/8" HS) - (1/8° HS,.090,1/8" HS) - (3/16' A,.090, 3/16° A) - (3116" A,.O90, 3/16° HS) - (3/16' HS,.080, 3116° HS) ON THE FOLLOWING WINDOW IN TABLE. 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 1. -1/4" 1 -114` ZONES ZONES ZONES ZONES ZONES ZONES WINDOW Si7E W y H C3 = 5 C0 Q 11 in ( m a 0 ? X m Q ¢0 =' = «0o m Q a0 ? z ( m ¢ 0d _ 6 m a 2. GLASS A. B. C. 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 2 1 +C2+1 2 1 +C2+1 2 1+C2+1 2 1+C2+1 2 1 +C2 +1 2 D. E. 1 +C2+1 3 1 +C2+1 3 1 +C2+1 3 1+C2 +1 3 1 +C2+1 3 1 +C2 +1 3 F. G. H. 1 +C2 +1 3 1 +C2 +1 3 1 +C2+1 3 1 +C2+1 3 1 +C2+1 3 1 +C2 +1 3 1 +C2+1 3 1+C2 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 I. J. K. L 3. WINDOW DIMENSIONS. HEAD TABLE EXAMPLE 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 +q +1 3 1 +C3+1 3 1+C2+1 3 1+02+1 3 1 +C3+1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 83.000 1 +q +1 2 1 +q +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +q +1 2 1 +C2+1 2 1+C2+1 3 1 +( +1 3 1+C2+1 3 1+02+1 3 1+C2+1 3 1+02+1 3 1 +02+1 3 1 +C2+1 3 1 +03+1 3 1 +C2 +1 3 1 +02 +1 3 1 +03+1 3 1+C2 +1 3 1 +C2+1 3 1 +C3 +1 3 1 +q +1 3 1 +q +1 3 1 +p +1 3 1 +03+1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +03+1 3 1 +q +1 3 1 +03 +1 3 1 +C3+1 3 1 +C2+1 3 1 +C3 +1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2+1 2 1 +C2 +1 2 1 +C2+1 2 1 +C2 +1 2 1 +C2+1 2 1 +q +1 2 2+03+21 3 f 1 +C2+1 3 1 +02+1 3 1 +C3+1 3 1 +C2 +1 3 1 +02+1 3 1 +133+1 3 ANCHOR QUANTITY PER JAMB AND SILL ANCHOR QUANTMES 1 HEAD 1 +C2+1 3 1 +02+1 3 1 +C3 +1 3 1 +q +1 3 1 +02+1 3 1 +C3+1 3 1+C3+1 3 1 +q +1 3 1+C3+1 3 1 +p +1 3 1 +q +1 3 1 +q +1 3 A CENTERED PLUS VENT ANCHORS (3° -.1 CLUSTER OF (3) ANCHORS ON THE MEETING RAIL (2) ANCHORS AT OPERABLE AND FIXED SECTION. (7) TOTAL AT HEAD AND SILL MIN. O.C. ANCHOR SPACING) MAX I -.--3° MIN. O QTY. OF (3) ANCHORS 1 +C3+1 4 1 +q +1 3 1 +C3+1 3 1 +p +1 4 1 +02+1 3 1 +133+1 3 1+C3+1 4 1 +03+1 3 1 +134 +1 3 1 +03+1 4 1 +03+1 3 1+C4+1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+02 +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 +q +1 3 2 +C3 +2 3 1 +C2+1 3 1 +C2 +1 3 2 +C3+2 3 1 +p +1 3 1 +C2+1 3 2 +C3 +2 3 1 +q +1 3 1 +q +1 3 2 +03+2 3 1 +133+1 4 1 +132 +1 3 2+C3+2 3 1 +p +1 4 1 +q +1 3 2+C3+2 3 RAIL 183/4° 1 +p +1 4 1 +p +1 3 2 +04 +2 4 1 +C3 +1 4 1 +C3 +1 3 2 +04 +2 4 PRODUCT; 3V!SED as cectp:;i4:; witbtr. Florida Uvilding Cede Ac.cptaace No • 08 5,1717 Zlil 9° REF. 1 +p +1 4 1 +C3+1 3 2 +04 +2 4 1 +C3+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 +132 +1 2 2 +q +2 3 2 +C2+2 3 1 +C2 +1 2 2 +C2+2 3 T MTG. CLUSTER W/ 2 +q +2 4 1+C2+1 3 2 +03+2 3 2 +C2+2 4 1 +02+1 3 2+p +2 3 2 +C3+2 4 1 +02 +1 3 2 +03+2 3 2 +C3 +2 4 1 +C2 +1 3 2 +C3+2 3 2 +C3 +2 4 1 +q +1 3 2 +C3+2 4 2 +p +2 4 1 +C2 +1 3 2 +C3+2 4 EXAMPLE (SHOWN �+�- STL IN 18314° TABLE MAX. -► KEY ABOVE) 1 112° TYP. I+--3" MIN. QTY. OF (4) ANCHORS 6xpcaaan Dale Zell ' ' •adet aucc« �' , 'E -' ? lip � � on 2 +03+2 4 1 +p +1 3 2 +04 +2 4 2 +03+2 4 1 +03+1 3 2 +04 +2 4 1 +C3+1 4 1 +q +1 3 2 +134 +2 4 2 +p +2 4 1 +p +1 3 2 +134 +2 4 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +132 +2 3 2 +02 +2 2 2 +132 +2 3 2 +q +2 3 2 +02 +2 2 2 +02+2 3 2 +p +2 4 2 +q +2 3 2 +03+2 4 2 +p +2 4 2 +q +2 3 2 +133+2 4 9° REF. 0------ /` e/ eo4 Robert L. Clark, P.E. PE 439712 Structural 2 +03+2 4 2 +02+2 3 2 +03+2 4 2 +03+2 4 2 +132 +2 3 2 +03 +2 4 CLUSTER CL r 2 +p +2 4 2 +q +2 3 2 +C4 +2 4 2 +q +2 4 2 +p +2 3 2 +134 +2 4 W/ 2 +03 +2 4 1 +03 +1 3 2 +04 +2 4 2 +q +2 5 2 +03 +2 3 2 +04 +2 4 2 +q +2 4 1 +q +1 3 2 +c4 +z 4 a +c4 +z 5 2 +p +2 4 2 +134 +2 5 Rend Ely K Fd Dale: 4/ 4/15/07 C CHG. TA9LE: PTOB , & SELECT V.4LUESDUE 70ANCHORCAP. 1070 TECHNOLOGY DRIVE NOKOMIS, 8.34275 P.C. SOX 1529 NOKOMIS. FL 34274 P ANCHORAGE SPACING, OX AND XOWINDOWS r� FIG Osier 10/17/08 ne.>sw� 8 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS rn.� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT * FJC 5/13/08 a A ADD SPACE DIMENSIONS TO GLASS TYPES O THRU L than, ay: F.K : 228/06 Cnaxmar J.J. C"m: 3/29/06 I Visibly Better ss�M«nc HR710 �`' NTS rauc O1°'eM' xa: 10 m 11 4127 -10 C A A MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 1 3/4' MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 :• ;: NOTE 1,6, 1- + 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS MAX. / J� ` 1/4° i THAN 1 1/2 °. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. SHIM — — I( MAX WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD CONCRETE SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. ANCHOR NOTE 1 ANCHOR, 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM DETAIL A NOTE 2 DETAIL B OF 118° 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 TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE 1 /4° A RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. MAX 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER SHIM ELI° 114° MAX. SHIM h-- 1 1/4° MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENTAEDITION. MIN. (1.5 KSI CMU) o OR PER NOTE 1 (3.4 KSI CONCRETE) 1 3/8" MIN. NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO A TAPCONS EMBEDED 1 3/8° MIN. OR 1/4° SS4 CRETE -FLEX EMBEDED 1 3/4° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. A2. FOR WOOD APPUCATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4' SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. WOOD ANCHOR, NOTE 2 CONCRETE ANCHOR, NOTE 1 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS A CONCRETE ANCHOR, NOTE 1 • J 1 3/4" a EXTERIOR INTERIOR s MIN. E.D (HEAD & SILL DETAILS ° TYP. 4 7 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR I • I v13/4'MIN. MIN. 3.4 KSL/ E.D. TYP. A CONCRETE 2x WOOD • s A DETAIL C BUCK, NOTE DETAIL 0 1/4° IMAX. SHIM • NOTE 1 WOOD ANCHOR, NOTE 2 r°ebW' FK Read*, F.K Render F.K. meaner. F.K. vow 4/1507 10/17/06 mde• 3/13/06 arta 2/28/06 TYPICAL FLANGE FRAME SILL SECTIONS REVISE NOTES 1 & 2 REGARDING TRIMFIT HD. & EMBEDMENT: ADD LF. FRAME CHO. NOTED TO FBC, CURRENT EDI770N° rtes B Parl94noz A oaedo,eey J.J. REVISE EDGE D1ST.. EMBEDMENT & $HT. REFERENCES ADD NOTE 5. DETAIL H (HEAD NAILING .131 DIA. MIN. x 2112" NAIL AT CORNERS AND 5° O.C. TYPICAL DETAILS G, H & 1. 3/13/08 1370 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.Q. BOX 1523 NOKOMIS, FL 34274 .7373 Florida • No Ea.L• 'adcn Date 1 DETAIL G (SILL)A DETAIL I (JAMB) A TYPICAL INTEGRAL FIN FRAME SECTIONS L�`� ✓��- Pic," vtsrbly Better ANCHORAGE DETAILS roc ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Haff1 11 all 4127-10 C Robert L Clerk, P.E. PE 639712 Structural 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 comer dist not to exceed 3 ". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1" and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 07- 0418.06 consists of this page 1 and evidence sheet E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L 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.rniamidade.!ov/buitdinflcode NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'1 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. I{"1'L -3835, dated 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME - 1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex 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. E -1 is e 1. LLk,4.1/4.4 Ishaq 1. Chanda, P. E. Product Control Examiner NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, L 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 -20005 LUMINUM DESIGN MANUAL 4" *Its la 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). Rawl* Dew PRODUCT !MEWED as carpi*" *kit the Florida Said* Cede Aszeptance ESptrtlm ��V Mahlon eaoorpbiaF uewdr Florida 0 0f� ,...._ OaN � �741Sifl 9 prodaeeCeWd sex F.K. Rw�e): FJC Vass* Da< FK 7/14103 Dots NN07 12'1503 Revisions S Restsbnec A CHG. NOTE2 TO REF. MINE 1300-02 AND REVISE ANCHORAGE NOTE AM 3. ADD REFERENCES TO NOTE 6 AND ADO NOTE 7. RFDUCEANCHOR SPACING cn.mmdar: tos 1070 TECHNOW.OYD14NE NOTES & TABLE OF CONTENTS �,� —.— ALUMINUM PICTURE WINDOW, IMPACT NO15115$, Ft 34274 VWbh Better ".beau* BaWs "`et °~^,"' PIN-701 NTS I 1 a 12 4259 -4 Sabot L Clink P.E PE 039712 Structural 3/16° ANNEALED OR HEAT STRENGTHENED GLASS Reader "rider F.K awmar FJC 7/16° LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVBINTERLAYER 3/16° HEAT STRENGTHENED GLASS OUTSIDE daft OR 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16° AIR SPACE 3/16" HEAT STRENGTHENED GLASS R 21 11/16" NOM GLASS BITE 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) lisrdalanw 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 I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) PROMO' eaRPIAISw1*b the /ladle Belding Cole Falgratiaa Dag PRODUCT REVLSED as complying with the Merida Bolding Cede Acceptance Na —+ _ 94 Expbadan Date :1-44iti, . o4 By i / <__.. .� Ltfir 417 Der 12/15109 Rmaaws A NO CHANGE THIS SHEET NO CHANGE TNLSSH257 F.K 11403 a.°"de7 Deft 1070 TECHNOLOGY DANE NOKOMl9 FL 94275 P.O. DOX 1529 NOKOWS, FL 34274 Visibly Better GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT SeefesOblot (FULL Myst 2 d 12 tawatgltla 4259 -4 Robed L Skutt, P.E. PE039712 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA =19.63 SQ. FT. FAN MAX. SIZE == 96' X ar OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96 "X48" OR MAX. AREA = 25.13 SQ. FT. OCTAGON MAX. SIZE = 60° BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. gib EYEBROW MAX. SIZE = 96° X 48" OR MAX. AREA = 31.99 SQ. FT. 98" MAX. QUARTER CIRCLE MAX. SIZE = 68° X 68" OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE =96 "X47" OR MAX. AREA = 31.99 SQ. FT. 44 1/4° MAX. DLO NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 921/4° MAX. DLO -1 RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. MAX. SIZE = 48° X 96" OR MAX. AREA = 30.28 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. PRODUCT RENEWED as emptyliswidi the Redd' BrirlDE Code Z• Expired= DM lq N Na▪ va DIvIstur e*e • "7 F.K. • ter FK Duna F.K bake 4/4.07 add 12/1503 114/03 B lisakerc A UPDATE ANCHORAGE NOTE NO CHANGE THIS SHEET a°andaF Mkt IMO TECHNOLOGY ORME NOKOMIS. FL 34275 P.O. BOX 1679 NOXCABS FL 34274 Visibly Better FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT """clad* P*701 " 12 l a�ro 4259-4 B Robed L Clink, P.E. PE 839112 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX, SIZE = 60" DIA. OR MAX. AREA = 21.85 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. OCTAGON QUARTER CIRCLE MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. MAX. SIZE =68 "X68" OR MAX. AREA = 25.22 SQ. FT. FAN MAX. SIZE = 96" X 4r OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE =96 "X48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW MAX. SIZE = 96" X48" OR MAX. AREA = 31.99 SQ. FT. A 98 1/4° FRAME O.D. 96" MAX. A 501/4" FRAME 0 D. 48" MAX. ELLIPTICAL MAX. SIZE = 96" X 47' OR MAX. AREA = 31.99 SQ. FT. 45 1/4" MAX. DLO NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 931/4" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. TRAPEZOID MAX. SIZE = 48 "X96" OR MAX. AREA = 31.99 SQ. FT. PRODUCT RENEWED as with IMMerida Raiding Ara Nu J:- 2.10 Exptmiu" D� 12.1011 By kah PRODUCT itt,vasi ;1 r omplyiNg with the ¥tackle SNOW Code Anytime O :'iiL W 609 DOA Rstidoes RAW* F.K Road*, F.K FJG mew 4/4/07 Dais 12H8413 7114/03 Rabbis B A ADD FRAME 0.D. DIMENSIONS AND UPDATE' ANCHORAGENOTE NO CHANGE THIS SHEET rleckday is s 1070 TECHNOLOGY DRIVE NOKONA FL 34278 P.O. BOX 1819 NOKOWS, FL 34274 Visibly Batter INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT Badotlblt P*701 Eft* 181..' NTS 4 d 12 °o"og l R4 4259 -4 B Robert L Ohak, P.E. PE #:19712 Structural TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP TO -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, 7116" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/161-IS, .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. +90.0 I -90.0 11.57 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. 54.500 A,B,C,D AREA +80.0 I -80.0 10.79 SQ.FT. +80.0 I -80.0 12.87 SQ.FT. +80.0 1 -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 60.000 I A,B,C,D AREA +80.0 I -80.0 11.88 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. +80.0 I -80.0 14.17 SQ.FT. +80.0 I -80.0 16.46 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 65.500 I A,B,C,D 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. AREA +80.0 I -80.0 12.96 SQ.FT. +80.0 I -80.0 15.47 SQ.FT. +80.0 I -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. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 -80.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. +80.0 I -80.0 22.93 SQ.FT. +80.0 I -80.0 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 +90.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. 93.000 A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. 96.000 A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -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: / 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 USTED 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. Resod* Oft Rower FAG Resat* FK thew t FAG PRODUCT eentplytag with the Florida as Bale Meacham Na,W, Expbretkar Date 14 (4)4 s6 1. L4.4 Webs Rafts= B Roads= A CJedmRBt UPDATE DESIGN PRESSURES PER AWN E 1300.02 AND NOTES. CLEAN UP TABLE r DESCRIPTHINAND HEADINGS. r74AlUGENOTE I ANCHORING WITH612SCREW$ Dabs 1070 TECHNOLOGY ORME NOKOMIS, a 34275 P.O. SOX 1529 NOKOMIS, FL 34274 Pc 9T FLANGED UNIT DESIGN PRESSURES m" ALUMINUM PICTURE WINDOW, IMPACT Bam mer w.""ns Pw- nr NTS I 5 d 12 42554 B Robert L. park, P.E PE #39712 Structural TABLE 2, DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3116HS) 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 (3/18HS, .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 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. 54.500 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.3 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. 60.000 I A,B,C,D +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 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 +53.3 I -80.0 +80.0 1 -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 +83.0 1 -80.0 +83.0 I -50.0 +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. 23.87 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 18.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. 87.500 A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. 93.000 A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. 96.000 A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.87 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. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. PRODUCT RENEWED as complying** the Florida Raiding Code Acceptor= Nte'21 f1% Expiration Date 7 BY A \ . tL4 Mad Die' Wake goad* Aft Rerkkas ampler F.K Deft Itedsbnx UPDATE DESIGN PRESSURES PERASTME 130042 AND NOTES. CLEAN UP TABLE DESORPTION MD HEADINGS. Mead* Oak FK 12'15V3 baron By: mr FJC 704/03 ReVartas A ca w.aer CHANGE NOTE 1 ANCHORING MTH012SC.REINS Vass I 1070 TECHNJLOGY DANE NWCW03, FL 30275 P.O.SOX1529 NOXOM1S FL 34274 PIG" Vtrtbly Better INTEGRAL RN UNIT DESIGN PRESSURES ras ALUMINUM PICTURE WINDOW, IMPACT MOW loft PW-701 a* 18..1 NTS I 6 212 omeetom 42594 B 0/#7 RobertL Math, P. PERW712 Structural MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH — HORIZONTAL SECTION (FLANGE FRAME) 0 0 L _r, 01�1 III III 4 SCREWED C • RNER ASS'Y (FLANGE FRAME) ALONG ENttRE JOINT Aits MAX. WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y Q WELD (FLANGE FRAME) 11� X11 0 1� II ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) 0 0 0 MAX.© DAYLIGHT OPENING INSIDE VERTICAL SECTION (FLANGE FRAME) PRODUCT RENEWED ft complying with the Florida &Mtn A pt No08- W Erpiredoa Date ar J7 Nee: r'� DMA= PRODUCT *EMBED we mpgtagwBiAelidi Raiding Code Arevtance Fx Doke , NO CHANGE THIS SHEET ame,e Fx m.ea. F.K max 12/1&/03 wee TH4AX4 Poe.6tmm A NO CHANGE 7H13 SHEET Coded* Data 10707EQI7,01013PORNE NOKOMIS FL 34275 P.O 80X 1529 NOKOMIS FL 34274 OE Visibly Better SECTIONS & CORNER ASS'Y, FLANGED tits ALUMINUM PICTURE WINDOW, IMPACT PPK701 Ormola.N. 4259.4 2.784° OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX. WINDOW HEIGHT 2.784° --- 0 0 MAX. DAYLIGHT OPENING Reaee. Nand*. F.K Dais 4/4707 Hedefeeg B NO CHANGE 7i49 SHEET tone*. F.K tea*. F.K 12Jfi 114/03 Amex. A eeeaed*7 NO CHANGE THIS SHEET amc 1070 TECHNOLOGY DRTIE NOKOM S, FI. 34275 P.O. SOX 4520 NOXOMIS, FL 34274 Pct Visibly Better INSIDE PRODUCT RENEWED is emptying with the Pimhta E x p i r a t i o n DIN Z 1 xixa�Sa; tahg DdC*ae la w VERTICAL SECTION (INTEGRAL FIN FRAME) // SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT *edoxma4 PW-701 a°°e8 and 12 dn•laeb 42554 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 781 PQX #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 4255 64255 7/16 LAMI GLASS BEAD 11 4254 64254 1 1/16 LAMI I.G. GLASS BEAD 12 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 18 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 20 4262 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 .975" ITEM 10, 7/16 LAMI GLASS BEAD MATL: 6083 -T5 DWG NO. 4255 Ansi ST Oa* ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MAIL: 6063 -T5 DWG NO. 4254 2.784" 2.500" ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A ITEM 2, FLANGED FRAME MATL: 6063 -T5 DWG NO. 4253 MMONA: ,:kAtiP.ut:D as tempting ref% tae K!..i a Balding Cade Acceptance No. • ip Expiration Date Miami Dole Division PRODUCT REVISED as tomplylug miththeMww Bekaa Cod* Ateeptmee ., ob 7,7111: . i/ easier F.K lisviskrys 8 NO C THIS SHEET a"a d* FX Dower FX !71!£183 Data 4/03 Reriskom A NO CHANGE TH188HEET Cwmanan IMO TECHNOLOGY DANE =COM 8.34275 P.O 8QX 1528 NOKOMIS R. 94274 Pc �T V,,.Hag Bette. EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT am.n"aer HALF eirmb 9 s 12 4259-4 .131 "DIA.MN. x 2 1/2" NAIL, AT CORNERS AND 5° O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1/4° MAX. I SHIM T CONCRETE ANCHOR (SEE NOTE 1) 1/4" MAX. SHIM ®L3.5 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., 5/18° 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,Ats18 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. WOOD ANCHOR (SEE NOTE 2) 1 3/8" MIN. ®EMBEDMENT SEE NOTE 1 FOR • EMBEDMENT A f INTEGRAL FIN DETAIL B T 1/4' MAX. SHIM WOOD ANCHOR (SEE NOTE 2) 1 3/8" MIN. A EMBEDMENT 2x WOOD BUCK (SEE NOTE 3) 1/4° MAX. SHIM T FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) 1/4° MAX. I SHIM T SEE NOTE 1 FOR 1x WOOD BUCK • ® EMBEDMENT :. • ' _ ; •: �+. (SEE NOTE 3) Rrod Re dBr FIG Render Fc bam* F.K Win PRODUCI 1tho:V. c) 11 complying with the Florida Balding Code Acceptance No (2.I6 Empiradae Date %WI 4 ?gall By S�aS 4 cc, Bade tw Division Oar 474/07 Wee 12/1033 Ik7/ 4/03 Rastas 0 Rekdas A REVISE AND UPDATE ANCHORAGE PER CURRFMFBC CHANGE 'VOTE f AND FASTENER SPACING Wee 1070 T ECI040LOBY GROVE NOKOMIS, FL 34278 P.O. BOX 103 NOKOMIS, FI. 34274 °PST Visibly Better ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT 8eaeawd t PVK701 mee NTS 81wt 10 r 12 ~go Ms 4259-4 I B • TABLE 3. ANCHOR ON-CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE WIND. °X' DIM. p Uz a 4 a WINDOW 'Y" DIMENSION 15.0° 20.0' 25.0' 28.5" 30.0' 34.0° 39.5" 45.0' 48.5" 48 0" 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1. 2. 4. 1. 2. 4. 1. 2. 4. 1. 2. 4. 1. 2. 4. X Y X Y X Y X Y X Y XY XYXYXY XY XY XY XY XY XY XY XYXYXY XY 49.0' 0.C. 4 ?I N n co N O O a3 N Q N W ai N 1. ... W CO ai N o CO 0 N CO r Pi r N .- r CO t0 N CO .- d3 r N CD CO CO �3 N o CO &- e6 to N CD O .&0 W N ,- r o c� N CO e- tai r N .- r 00 t`7,- N tD 8i r N (0 .- 0:11 r N< N 4D 0 'N., co N t�3 N co N C0 N N 54.5' O.C.cc0 CO O N r t• CO u0 O r O CO as O VV N CO ,73 O v r O 0 O o W 10r O OD ur r b r r CO Jr- O 10101010101010 7&-a&-va.- r O CO O r O W �r O 0) CO 0.- O 00 Tru r O r CO 0 VV o ? r O r iV O $ r O r r VV r r CD 00i0Na 0 r CD O r CO O r N 60.0' O.C.N n N O N r N N ,.. O N o NrNrNr Na3Nt7+ CO co 0 Nas co CO co 0rNr0r co t0 r CO r W CO 0e- CO N r CO <0 .r- 01 ,-0N01NZN r co to o 0) 85.5' O.C.` Y 0 1,, Y c') 0 o R 0 t`t N 1. a3 0 .1. -,,.= o •' at 0 Y 0.- 0 1' 0.- 0 sr a;rt0& 0r a 0 to Y co�a3c&^0ra3r0. 0o0om m Y CO m Y 0 Y 0 -5- 0 or0r0ro Y 3ras N 1' £1 CO 5. 1' Na3Na73N 0 Y 0 71.0' O.C.�s 0_0 r ID r o CD ai r N r csi r at r < co CO as r o CO ('�a3 r (0 r '. CD c''�r. r O co O co CD t'A •r O O wPs o O O O Is'-(c-�i` o O CD r O co "" O r-' 0) tD r r N O rt'`. r 0) N r m :Ncr'x3Nc`N t0 CO c- a` W 76.8' 0.c. c'. Pi O t` 1• Ps O o O (� O LV N s a3 O .4. r o v a3 O W 1• atra3ras• O at r O r v O a -• r W CO 07 W Y O CO v aP3rrairr CO 0 CO Y o O r v O 1. r 0) r v r�a3. W N v r O N Y = r O }`V .r.., v r'as�N to . O O 82.0° O.C.r CD r. r N r tD - r 0 tD s. r N N to r r CO CD r o iD - rrrrrr i0 CO - roraira30 m 0) t0 •- CO (D �r�rOrc` a) cc' rr •- orrroro N a- rrco N a-N41N r o 67.5' O.C.r CO CO r ° CO N N r CO N z...-- aD o N m 0 ,-rNr,- O 0 0 O oomocDOO .-.ran CO o vs,- W O a3l'.rc<rr 01 OD (D O o t=. CO r,: CO3yoV o < r O 03VCO ,: r O r fiNcr<NhN co 0 C3 0 CO 93.0" O.C.° CO r cs, N. CO Z r 0 CO vi r f-N N �o u3 r C o CO u`s r o 03 0 10 .- r r ..- CO r roa3`nPsr(r0+ CO CO o CO r CO CO - CO o CO or o m r Porr O o {`V o u`sro r r N r VV r p0 •r'.N o t0 O Na)N r 95.0° O.C. N 1` N O N N r N N er m N O VV O r Nr r r r N r O o r a3 0 CCD a3 to N CO VV a3 O) Or CO CD aS ,� W t0 N 0 00 `"' ai co r CO n O -- r Or CD n- r CO .r- CD A O N N r r0 CO N I` 10 N NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (0.C.) 'X" AND "Y' DIMENSION FROM TABLE 3 (MIN. 2118' O.C. CONCRETE SUBSTRATE) MAX. 8112° FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR "Y" DIM. L "X" DIM. ---1 FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81 P2' FROM ANY CORNER. Data 3r RatasieF FJ( 14 44427 Data e NEWSSHEET Data 7/14/03 Chain :I .13s. Data 1070 TECHNOLOGY DRIVE NOICOV15, a34278 P.O. BOX 1828 NOKOMIS, FL 34274 PST ANCHORAGE, WOOD SUBSTRATE ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 1/4' ELCO TAPCON 4.114' ELCO SS4 CRETEFLEX 5.5116' ELCO TAPCON PRODUCT RENEWED sw4lagCa the nark,* anemia* 6 -I l2.0 DNFelsa TRW ALUMINUM PICTURE WINDOW, IMPACT 8 PW-701 ONO 8N"t NTS I 11 of 12 t sa,p 4259-3 B //A y Robot L Mal; PE. PE /39712 StuchnO TABLE 4. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE 0 WINDOW "Y' DIMENSION WIND. "X" DIM. O z a Q I- > 15.0' 20.0' 25.0" 28.5° 30.0' 34.0" 39.5° 45.0° 46.5" 48.0" 3.,4.,5 3.,4.,5 3. 4.,5. 3. 4.,5. 3. 4.,5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y 49.0' O.C. m c'3 N A m N o m t13 N N r m m r'9 N N .= e- a`. r CO d. r CO m as N �. .- m 4r r CO w m c� N to V. r W N m t� .N- m n A m 0 CO `�s tel _m t� CO CO as N m c3+ CO m A A sr * co m d3 N m t� N m n A a0 O m N VV r CO Ps aN- N ar- m n A a r r" CO N N CO as N N 54.5° O.C. co u3 O N A O O t0 co O ,- to 0 CO O N N 0 O v m 0 O v O N 00 m 0 O eA N ap 0 O 0 O N co 5 O O � O rs O L W A v m ea O O A m I O r < 33 O< m p, t.. O N CO 0 O N 80.0" O.C. N N r A N O CO tai O VV m N N r N m CO g r CO N v r CO m t�3 01 0' N to m ar- N r- N e- m m CO N O t�l CO N m 5 01 ,m h`. CO v r CO CO t'3t O - N sa-- m n m mmN to m u'3 W r .�- N N r ar.., CO A CO v r A m CO N N N 65.5" O.C. et Pi O N r n, et O O et t�+ O dt- N m et e`3 O N a= N m tr's to V' a-' 4D et O a4. - a0 m m O1 V' A O 0, m r r- - V' c3 O r V' 4i o - m ' A m co et P3 O m O et Pi O CO W m V' r e0 •V' O r et A O - m m m u`t m V• O VV a- et of O VV a- m eD a r A V' t'f O N st rA O N 71.0" 0 .C.5 m N r A to �i o CO r O m.- m ,. N m n O m a3 et CO m r:, m m `a'3' m m r` '- m g '- m `'%a- 40 P) A m 5 a0 fi W m 5 m m t'3 tO ' CO m 1"` to = m O 5 m ° CO m n O m ,- N - O z A m CO N m N �, �, N to P t0 r CO r r to to aa- - CO m r O P r t0 r 76 5' O.C. et r'3 O N A V r3 O o et eY O N to et ai O N N 0 to V r m et t3 O et r m m m aA V' O m co m V' O et O m A CO a3 0/ V' 0 m 0f et O CO O1 N r m d' .- CO Y r O et O N CO co CO .4. CO N r a` V' t� O N r r N .= CO 0 .- A 0 W N et `� O N 82.0" O.C. m A t0 '' c c r t0 to Ner� '- N m W t0 et m to m rn t0 r, r W to g A r r co r r CD < = A m t3 W ° mrmm tF3 co CO : e;i to Pi m o m o r m r r r mmvN� PS m 83 m t�3 m a- m r m�v h to A co m N m t- N 87.5° O.C. '� N N r A CO u� N o CO n` O N O m t7r N N r N m r`. CO m a a- CO CO t'3c N V. a CO m n m m CO t'3r N eA m ai A oo O tT' CO to N m A O _m 3 W O ° CD 5 CO CO to N m chi CO to m tt m a '' m i....7 to m to N r tO 5 CO m co u3 m n CO CV r r m u'9 N �V .- m to .4. A m n m N m ti3 N tel 93.0' O.C. b"3 N A m ti' r O a` r ° N ..- m< CO tai VV N m et r m; m tTt et CO CO m m CO u'i m 00 c� A ,- m 9i r m u' 7 V. pi co m g O° CO r m g W CO u'3 e, CO g O at e_ m a co m< m t0i e- „ m .g O eD &2 m m N e- r CO 0 r N a= r m g co a r A m N m tT' r N 96.0° O.C.N A N ° CO t� O NI co N V N m n a0 to N . co m nmNm co t0 A r r° r rN = m m^ ai W° m 83Nt�imr'tP3rNmiSfi to _m CO a CO CO CO m CO m m N r N N 'r- m `S 10 sr A m fiNNN m NOTES: R SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) °X• AND "Y" DIMENSION FROM TABLE 4 (MIN. 2 1/8' O.C. CONCRETE SUBSTRATE) MAX. 81/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: °Y" DIM. �--- "X" DIM. -� FIND THE SMALLEST WINDOW SIZE IN TABLE 4 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. 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 RottAt to Yatap{ptag vrto toe WWI Wets Code Ageoptooto No08 -1112• ID CopbWla Dm ol4 !iE�iddi0� PRODUCT REVISED Ns complying with tito Florida Riddlos code Aft p :ace No D $e ia ice- &� ,Wk aet Revisions Rennes FX rimer. FIG 7/1453 B Rerikerx teralleIRY NEWSHEET 1070 TECHNCILOGY ORME NOKOMIS FL 34276 P.O.13OX1820 NOKOMIS, FL 34174 PICT Y17lblj Berner ANCHORAGE, CONCRETE SUBSTRATE rae ALUMINUM PICTURE WINDOW, IMPACT asiesOislet PW-701 Saiw NTS Stec 10W1004. 12 ' 12 1 4258 -3 ,f/A- MIAMI -DADE 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 ,1 Gm"' Cep 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 1x 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0/00 configuration) mulled together with a ix 2 x 3A" wall vertical mullion and a 2 x 6" x 114" 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 CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTt1ER 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 8" C" OR D" AT BOTH ENDS AND AT BOTTOM MULLIONS MI) M2) w ANCHORS DETAIL A ANCHORS DETAIL A WA iMH.. WI 1i W2-1 w 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 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 NOTES; 1. THE 33 1/3z STRESS INCREASE HAS NOT BEEN 2, .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 ---w? - W2 W3--- w W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 USED IN THE DESIGN OF THIS PRODUCT. ANCHORS DETAIL "8" C" OR 0" BOTH ENDS ANCHORS DETAIL "B ", C" OR D" BOTH ENDS MULLIONS MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ULLION H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DLILHMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS PRODUCTUNEWND neolopIttrithtleThrill Aceeplauce 1 07. !.,_1 .x'74'!271 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 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-200 1 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. 66 obert L Clark, P.E PE #397t2 Structural T■ INDUSTRIES Read By: Dat Revisions F.K. 5/30/06 D ADD NOTES 5 & 6 Rend By: Revisions: F.K. 5/5/06 C ADD TECH. REFS. Diem By: P.J.P. 48/00 Description: 1" HEAVY WALL, ELEVATIONS 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM TUBE CLIPPED MULLION Series /Nndek MULLS NTS 1 of 7 DrmrMg No. 6221 ' PGT 1x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1x MULLION #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT I x MULLION (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 FOR 1" MULL i" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL A" #12 SCREW, SEE NOTE 3 PGT 1 x MULLION SEE NOTES 2 & 3 MIN. 213(1 YP) 1(TYP WOOD BUCK REMOVED TO CONCRETE 1 SEE ` NOTE 1 WOOD / BUCK /()1(TYP SEE f NOTE 1 MIN. 2° OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 #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" PGT I x MULLION -- 1. FOR CONCRL I t 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 CONCRE I t EDGE SEE IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRETE —FLEX 1 3/4" NOTE 1- 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 So 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. r-r* T-T } TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" MIN: 1„ (P i )1(TYP) -- •° OR 4 °— 0 SEE NOTE 1 000 BUCK #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR, SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Rend 8y: Dat • Revision: F.K. 5/30/06 D- MODIFY NOTES 3 & 5 Revad t1y: Dec RevInIone: F.K. 5/3/04 C ADD EMBED. DETAILS Robert L Clark. P.E. PE $39712 Structural INDUSTRI Drown By: P.J.P. 48/00 rmecam 1' HEAVY WALL, CLIP INSTALLATION DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS, FL .34275 P.O. BOX 1529 NOKOMIS, FL .34274 RDe: ALUMINUM TUBE CLIPPED MULLION Serks/Atodek Swats: Skeet Drawing No. MULLS NTS 2 of 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 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 r'- • ---A /2 -MAX. iMAX. T —A— O OLOCATIONS ANCHOR THREE LOCATIONS ANCHOR FOUR ANCHOR LOCATIONS A/2 gMJN.� iMlN. 0 ONE LOCATIOANCHOR © TWO LOC ANCHOR LOCATION NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTA770N ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. F1ND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPUES TO ALL DIMENSION SHOWN AS MAX. 3. REI-thENCE ILST REPORTS: FTL -2902, 2903 AND 2975. (2)EQ.SP. (A- 3/4)/2 MIN. O THREE (3) ANCHOR LOCATIONS D SIX (6) ANCHOR LOCATIONS MIN.TYP. (4)EQ.SP.@ (A- 3/4)/4 BMINJ ® FIVE (5) ANCHOR LOCATIONS gMIN. TYP. mom=4ENnEWEU see ezepWiadhe Nola TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark. P.E PE #39712 Structural fT INDUSTRIES Rerad BByy.: Rered KK Drown Byr P.J.P. 30/06 5%5/06 478/00 0—NO �CiG THIS SHT C—REO W, ADD 01A1.&NOTE 1" HEAVY WALL, ANCHOR LOCATIONS 1070 TECHNOLOGY ORME NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 //tic ALUMINUM TUBE CLIPPED MULLION Series /Model+ MULLS NTS Sneak or 7 among No. 6221 Row. D 8 2 8 4 2 32 4 .*g 116 i 7 x HEAVY WALL MULLS MAT'L: 6063 -T6 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 --1 1 8 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS sr, pAc; obert L Clark, P.E. PE #39712 Structural Revel8y: 30/06 D— NO arG THIS SHT R 11CC. 5%5/06 C—NO � G THIS SHT Crown 8y: P.J.P. 46/00 11 " HEAVY WALL, MULLION PROFILES 1070 TECHNOLOGY ODRIVE N OKOMLS, F! 34275 ALUMINUM TUBE CLIPPED MULLION P.O. SOX 1529 NOKOMIS, PE 34274 Same, /Model: Sc dc She.* Crmeng No. Rev. MULLS 1X 4 or 7 6221 D CHART 2. - 1x2.75x.375 QTY. 8: TYP. ' ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 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 120 (2) A (3) B 130 160 (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B CLIP TO MULL (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B MULL LENGTH IN INCHES 42 48 50.625 64 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 77 77 72 72 68 68 65 64 64 63 63 63 63 86 86 73 73 65 65 58 58 54 54 50 50 48 48 46 46 45 45 44 44 73 73 62 62 54 54 49 49 45 45 42 42 40 40 38 38 37 37 36 36 67 67 57 57 50 50 45 45 41 41 38 38 36 36 35 35 33 33 32 32 54 54 45 45 40 40 35 32 32 30 30 28 28 27 27 26 26 24 24 43 43 37 37 32 32 28 28 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 70 80 90 100 110 120 130 160 CLIP TO OPENING (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) A (2) B (2) B (2) A (2) B (2) A (2) B (2) A (2) B MULL LENGTH IN INCHES CLIP TOA MULL 42 48 50.625 54 60 63 66 72 76 78 84 90 96 (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B 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 50 58 49 43 51 44 38 47 40 34 44 37 32 42 41 35 34 30 29 41 34 28 41 34 28 41 34 28 32 29 26 24 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 �Opening� Width Mull Length Horizontal Mull Opening Width Mull I Length Multiple Mulled Units MWl 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. J / i7G71 711 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Durk, P.E. PE #39712 Structural I DUSTRIES Rev By: Rer t. Z.:. 5%30/06 575/06 El—N Deviate= THIS SHT Revisions: KED REVISIONS Drawn Bp P.J.P. 48/00 0 : 1" HEAVY WALL, PRESSURE CHARTS 1 & 2 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 ALUMINUM TUBE CLIPPED MULLION Sarin/ t= MULLS Sale: NTS Sheet 5 of 7 Drawing No. 6221 Rev: D CHART 3. - 1x2.75x.650 QTY. & TYP. " ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 (3) B CLIP TO (2) A (2) A {2} A {) A (2) A (2) A {2} A (2) A (2) A OPENING (3) B (4) B (3) B (4) B (3) B (4) B (3) B (4) B (3) B (4) B (3) B (4) B (3) B (4) 6 (3) (4) B (3) B (4) B (2) B CLIP TO (2) B (2) 6 (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B MULL (2) B (2) B MULL LENGTH IN INCHES 42 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 48 50.625 54 60 63 66 72 170 166 152 133 125 118 106 170 170 170 152 143 135 108 160 148 135 117 110 103 92 170 169 155 134 126 118 92 148 136 124 106 99 93 81 169 156 142 122 114 107 81 141 129 116 99 92 86 73 161 148 133 113 105 97 73 138 125 112 94 87 81 67 158 143 128 107 99 90 67 137 123 109 90 83 77 63 157 141 125 103 95 85 63 137 123 108 88 81 75 60 157 141 124 101 93 82 60 137 123 108 88 80 73 58 157 141 124 100 91 80 58 137 123 108 88 80 73 56 170 170 137 157 157 141 123 124 108 100 88 91 80 79 73 56 1 56 141 124 100 91 79 56 76 91 91 77 77 68 68 61 61 56 56 52 52 49 49 47 47 46 46 45 45 78 84 84 71 71 63 63 56 56 51 51 48 48 45 45 43 43 42 42 40 40 84 67 67 57 57 50 50 44 44 40 40 37 37 35 35 33 33 32 32 30 30 90 54 54 46 46 40 40 36 36 32 32 30 30 28 28 26 26 25 25 96 23 23 44 44 38 38 33 33 29 29 26 26 24 24 23 23 21 21 20 20 18 18 108 31 31 26 26 23 23 20 20 18 18 17 17 15 15 111 29 29 24 24 21 21 18 18 17 17 15 15 Vertical Mull Mull Length IOpening 4 Width Horizontal Mull Opening With Mull Length Multiple Mulled Units Mull Length Opening Width NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4) B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS aL Robert L Clark, P.E. PE #39712 Structural �-i INDUSTRIES Rev F B. Revsd By F.K. Drawn By: P.J.P. 30/06 85/06 4/28/00 Revisions: G THIS SHT REW57ONS Description: 1 " HEAVY WALL, PRESSURE CHART 3 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 Tdle: ALUMINUM TUBE CLIPPED MULLION Serles/Modeh MULLS Spate: NTS Sheet 6 or 7 OraWng No 6221 Rev: D CHART 4. - 1x4x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES CLIP TO (2) A OPENING (4) B MULL LENGTH IN INCHES 50 60 70 80 90 100 110 120 130 160 (3) A (2) A (3) A (2) A (6) B (4) B (6) B (4) B (5) B (5)`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 (5) B (5) B (5) B (5) B (5) B 170 170 170 170 (5) B (5) B (5) B (5) B (5) B 170 170 170 170 170 (5) B (5) B (5) B 170 170 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 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 (5) B (5) B 170 170 (3) A (2) A (3) A (2) A (3) A (6) B (4) B (6) B (4) B (6) B (2) A (3) A (2) A (4) B (6) B (4) B (3) A (2) A (6) B (4) B (3) A (2) ts (6) B (44) B (3 ),A t6) B (2).A (4) B (3) A (6) B (5) B re, 170 170 170 170 157 170 157 170 157 170 157 170 128 170 127 170 127 170 127 170 165 170 117 169 116 166 116 165 116 150 170 135 170 125 170 117 166 112 156 108 150 106 145 105 144 105 144 170 134 170 120 165 110 148 103 136 98 127 94 120 91 115 89 112 88 111 144 140 128 112 92 170 125 160 112 140 102 126 95 116 90 108 86 102 83 98 81 95 79 93 170 138 121 148 108 129 99 116 92 106 87 99 83 93 80 89 78 87 75 84 111 117 98 102 90 92 83 83 77 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 50 50 47 47 44 44 42 42 38 38 64 64 54 54 47 47 42 42 37 37 34 34 r 32 32 30 30 28 28 25 25 59 59 50 50 43 43 38 38 34 34 31 31 29 27 27 22 22 19 19 17 17 15 15 29 27 27 26 26 23 23 Vertical Mull Mull Length Opening -4 Width Horizontal Mull 7 Opening Width Mull r— Length Multiple Mulled Units Mull Length \Opening Width NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4" B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. s+rrn� 6- -el 1 r1Pc-11, TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS !pert Clart-., P.E. PE #3712 Structural INDUSTRIES Rd W.' 30/06 D— NO 1G THIS SHT Rend By: F.K. 575/06 Ravartaar C —IrfARKED REVISIONS Dram By: P.J.P. 48/00 1" HEAVY WALL, PRESSURE CHART 4 1070 TECHNOLOGY WIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS. Ft. J4274 ALUMINUM TUBE CLIPPED MULLION Serres /Model MULLS Safe: NTS Sheet 7 of 7 Ora.Ing No. 6221 Rev. D 11IAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No .11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. 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 ASTMS- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to `B.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 Isl., 1. LL4J4.. 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. (.4021 CONSISTING OF (1) LITE OF 118" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR MAXIMUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18° HEAT STRENGTHENED GLASS. C. 7/18° LAMI NOM. (.4851 CONSISTING OF (1) LITE OF 3/18' ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS . D. 7/18' LAMI NOM. (.4651 CONSISTING OF (1) LITE OF 3116' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLE)UKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: X O 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. 8. 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, ANSVAF&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 Z SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR 0 __ 11111 EXT. -1/8' ANNEALED OR HEAT STRENGTHENED GLASS PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/18' HEAT STRENGTHEND GLASS Fx Max froftlalIC 1/2' GLASS BITE -► .402 -® 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 A INT. - 3/18' HEAT STRENGTHEND GLASS EXTERIOR EXT. - 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM .465 - A 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 8 EXTRUSIONS 8, 7 ANCHORAGE 8-10 Awxored as complying with the Florida Rain Code Date C:•101ses 154 7007 NOA2 O7-OCM'. 0 Miami Dade Prodoq Central oar WNW? Dower otle FX M607 lamer Dos El( 2117107 thatcher 8 f YFXI: OF GLASS, OVERALL 7N1,O0838 AND MASS BRE RMWec ADD GLASSBREOBL TO Gwyn c 7AIMAOBG[ASSDE;, TIM. REVISE A ND7E1 GIASSOESO &AODN=a ®.ad .14-'7/211M 1m0 TECHNOLOGY DRIVE NOKOMIS, FL 3 0 P.O. 8 X 1875 NOKOOBB, FL 34274 NOTES AND GLAZING DETAILS nr ALUM. FRENCH DOOR & SIDE L TES, IMPACT tfaftliketab Etelz 1411* 1X 1 + 10 naeMe4 110005.1 B k L. Mirk PE PE t)39712 S"udurai TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: X. XX, 0, OX, X0, OXO, XXO, OXX & 0)0(0 (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 98 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8 °- 953/4" 3° 371/21 60 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 0 WIDTH SINGLE SIDE LITES IMTH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 36 1/8" +75.0 -75.0 +75.0 ;75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 363/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +68.6 -66.6 +63.1 -63.1 O WIDTH 36 3/4" SINGLE SIDE LITES WITH GLASS TYPES B, C OR D +75.0 -75.0 +75.0 -75.01+75.0 -75.0 +75.0 -75.0 1+75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY A APPROVED CONFIGURATIONS: OX, X0, OXO, )0(0, OXX & 0)0(0 (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT 1S NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPES A, B,COR13 HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7°- 833/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 251/2" 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 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 28 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 331/2" 54 63 3/4" +43.1 43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 351/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.8 -35.6 3° 371/2" 6° 71 314" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE Aerna . FJC thhr 0 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 -75.0 123/4" +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 +42.6 -42.6 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" RAibi +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: At GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16° HS) B. 318" LAMI (1/8° HS, .090 PVB, 3/16" HS) C. 7/16' LAMI (3/16° A, .090 PVB, 3/16" HS) D. 7/16' LAMI (3/16° HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/X0 WIDTH = 731/2° MAX. OXO WIDTH = 109 1/2° MAX. XXO /OXX WIDTH =107 3/4° MAX. OXXO WIDTH =143 3/4' 3. SINGLE DOORS 33 5/8' WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 841/8" 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 = +87.6 / -87.6 PSF EX B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 36112" SIDE LITES DESIGN PRESSURE = +70.4/ -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 = +43.61-43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4° WIDE x 80° HIGH DOUBLE DOOR WITH 28' SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF A6. 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. Approval as complying with tb" Florid "m: roseate Bate G / 015I NMiliam{ Bade Pradadl Control Rom 2 FJC Orealir FJC Outs Ru ks Oar 84!107 Oas 2/22107 noisome Or me J.d RSIN®'gDE2. LEMON FNESSURES NMCIARIABINONREBE VERSION COWI EMASS TYPES6 MAXI= SIiTONWEBaADO AGM66d RW21E1407E1, 2 6& ADD NOTATIONS TO TABLE 1AMOR. REDUCE MAX 82E DESIGN PR APEA DADJ ST. All CRBFOR TABLE Des 8 ?1/07 1078TECHNOLOGY NM NOKOAI H.34278 P.O. Mg 1070 NOKOIOQ FL M274 PT DESIGN PRESSURES -�- ALUM. FRENCH DOOR & SIDE LITES, IMPACT Visibly letter merobat FD1W iX lame 0 10 I 11000.1 I B 731/2' MAX_ 1091/2" MAX. f +— MNC4p "— ��SEE NOTE 3-.±.-3:114* + f �" SEE NOTE 4OX OR XO SEE NOTE 4 71 3/4" MAX. 24 9/18" MAX. DLO (TYP) 371/2' MAX A OXO 95 314' MAX. HT. TYP. A X XX NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. SEE NOTE 4 I _ 383/4' fff� MAX. 143 3/4" MAX. SEE NOTE 3 363/4' MAX SEE NOTE 4 OXXO G G SEE NOTE 4 4 C DOOR DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH IC' = DOOR WIDTH - 1215/18' DLO WIDTH XX' = DOOR WIDTH/2 -11 5/18' SIDE UTE DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH = WIDTH -3118' 3. SIDE LITES OVERLAP 'X' AND 'MC 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). 5. CLEAR OPENING FOR 'X' AND IOC DOORS AS FOLLOWS: (')C DOORS = WIDTH - 5.845) (IOC DOOR = DOOR WIDTH/2 - 4.079) z +.f;i"rg with the YAW. OC- T._�_b Etf Rsilikem RlMB i FA WNW B OORREO7VERBCALOLOANDFOR AAB tholskox fa.45r n. IhMYa ADDOWFOR<90ABR POORADE07ELREAODODORDLOD8L F.0 8N(1bJ' A �YRFYOEAOBOLTAI ®SPR9Y7CAOf.ADWINALT. thin* Das d.�.ttt: 1q(e RK 2/21/07 .L,L 621107 1070 TECH OLOGYDRNE Na OMIS, 834276 P.O.6OK1529 N2)1c0699 FL 34274 PGT Vitrlbly Bette{• ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES,IMPACT o.ft10/tl as* aw _ e ig:ft FD1O1 I NTS I 3 s 10 11005 -1 B MP R'' 1 // / 0 I CD / X INACT1 E{ O / m 1Ll �E �` XACT Mg SEE NOTE 4 OXXO G G SEE NOTE 4 4 C DOOR DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH IC' = DOOR WIDTH - 1215/18' DLO WIDTH XX' = DOOR WIDTH/2 -11 5/18' SIDE UTE DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH = WIDTH -3118' 3. SIDE LITES OVERLAP 'X' AND 'MC 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). 5. CLEAR OPENING FOR 'X' AND IOC DOORS AS FOLLOWS: (')C DOORS = WIDTH - 5.845) (IOC DOOR = DOOR WIDTH/2 - 4.079) z +.f;i"rg with the YAW. OC- T._�_b Etf Rsilikem RlMB i FA WNW B OORREO7VERBCALOLOANDFOR AAB tholskox fa.45r n. IhMYa ADDOWFOR<90ABR POORADE07ELREAODODORDLOD8L F.0 8N(1bJ' A �YRFYOEAOBOLTAI ®SPR9Y7CAOf.ADWINALT. thin* Das d.�.ttt: 1q(e RK 2/21/07 .L,L 621107 1070 TECH OLOGYDRNE Na OMIS, 834276 P.O.6OK1529 N2)1c0699 FL 34274 PGT Vitrlbly Bette{• ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES,IMPACT o.ft10/tl as* aw _ e ig:ft FD1O1 I NTS I 3 s 10 11005 -1 B MAX. DLO a1— II�sL_. INTERIOR MAX. DOOR HEIGHT f°(-911. 1.489 EXTERIOR MAX. DLO res INTERIOR MAX. SIIDDE HEIGHT DOOR SECT. A-A SL SECT. B-B VERTICAL VERTICAL SL VIEW G-G CORNER ASSEMBLY Approval as complying with the Florida Bolding Code Date Del' l.1 Zoo? NOM co l —o4 • ls1 Miami Dade Product Ceet el Deis embitna FJC Deft B?av7 Oat alts 2/12/07 werIskee AO CHANGE OPStSKEET. Beddow SHOW DOUBLE HIXLOw 1EADSEGTIONAT CORNER ASSEMBLY JJ. ems 8/21/07 10707EMPOLOOYDRIVE NW10AB9 R. San P.O. BOX 1829 NMCOMIA R 34274 ,,,T Visibly Beau EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT ad.teae F0101 112x aft 4 Y 10 amroe■ 11005-1 B MAX. x WIDTH DLO I+ -MAX. SL WIDTH►I 'X' SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) MAX. DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY I� —MAX. SL WIDTH — — I INTERIOR EXTERIOR MAX. DLO SL SECT. F —F HORIZ. (SINGLE SIDE LITE) Approved as complying with the Dated� ij'ieL NOM d — Miami Dade Product Control L (4AeJ. Ors Ito kmc Awed Br FJC Raeder FJC FJC 8'1/40 Die elf 4/07 2/22/07 Foxisbra e Raft= A Ord NOCHAVOF THIS 81ET. AOD900RM9 1!)E TO SECTION EEa'MOLEBIDELO'roBECf. FF e fro? 10T01ECHNO.OGYDRIVE NOKOW, R.34275 P.O. SQX1529 NOKOMIS, A34274 Pc T Visibly Better VERTICAL SECTIONS 3M ALUM. FRENCH DOOR & SIDE LITES, IMPACT a.rtare W107 112x Oat 5 a 10 DIMICM 11005-1 -1, t ,1 t) Robert L San,, P.E. PE 839712 Structural 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 67070K 955 7955X 938 7938X 958 7956A 7832X12FP)W 995 70995 996 70996 952A 6533016 11000 611000M 1670 671670 11004A 611004M 11001A 411001A 11002A 411002A 11003A 411003A 9150 60380 1010 60300 6808 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 X0.850, 6081 -15 #8 X1.500 PHSQAT /S JAMB SCREW COVER CAP STRIKE PLATE INSERT 26 1118 710)Ci4PFA #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 #10X.625 PH. FL SMS 34 913A 80378M TRUSS CLAMP 35 1130 6IRODA 5116 -18 THREADED ROD 38 990 7990NUTA 5/16.18 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 BOLTASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW 06 X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL) 44 983B 6983 DOOR PANEL ASTRAGAL 1 ( OUTSWING) 45 984E 6984 DOOR PANEL ASTRAGAL 2 ( OUTSWING) 46 1213 6Q200K WSTP.,Q -LON .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634F #6 X.750 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE 51 930 41721 52 931 7FRSPX STRIKE PL INSERT (INACTIVE PANEL) DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X.750 PHFLSMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710Xi4PFA #10 X.750 PH FL SMS ar Mit ITEM DWG # PGT# DESCRIPTION 60 920D 69200 SIDELITE HEADER 61 921D 6921 SIDELITE SILL 62 916B 80381 SIDELITE JAMB 63 1155 781PQA #8 X1.000 QUAD PN. SMS 64 998 7998 HEAD GASKETS (STOCKING #70998) 65 999 7999 SILL GASKETS (STOCKING #70999) 68 934A 81641M SIDELITE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 712653K SETTING BLOCK, 3/32" X1/4" X 1" W/PSA 71 71267K SETTING BLOCK, 1/16" X 1/2" X 1" W/PSA 72 4222A 64222 BEAD, 7/16" 73 988 6988 BEAD, 3/8" 92 986 64988 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, 3/16" HS 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3116" HS 102 11006A 141106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 103 OFF -THE SHELF DEAD BOLT LOCK 504-+ F -- 380 .085-- ►{f+ --� 13 OUTSWING THRESHOLD CHANNEL COVER 6063 -76 �-- 2.750 ----I 1.000 .650 -1 ��r_t ZZ TUBE MULL 8083 -T5 Approved es complying with the Florida Code Elde NOM, b7S_7f "�' Miami Dade Product Ll{.(t.A Rrohkas FX WWI Roklow e NOCHAN E770SiES7. BP F1C c.la 8/1407 Reottica A ADDIIEU103 DEAD BOLTAND 7NACDAEPANB. oar Tomato. Dam* ass C7adaaBp hR FJC Z22107 .LJ. 6/21,87 0707Eli0OI.DDYDRIVE =COMA FL 84278 F.a BQX1529 NOKOMIS, R 84274 POT Vislb(7 Bc PARTS LIST Tin ALUM. FRENCH DOOR & SIDE LITES, IMPACT deltaftsbt FDIOI Blla sa,r 1/2K I a a10 Dr.kgra. 110054 L clerk, P.E PE #39712 Smatund 1.750 4.626 4.000 DOOR PANEL $Q TOP & BOTTOM RAIL 6083 -T5 3. 4.726 4.100 1.400 =3.111 .550 .050 U FILLER HEAD ADAPTER 8063 -T8 OFRAME HEAD 8083-76 1.479 J .050 1.489 .079 11 OUTSWING THRESHOLD 8083 -78 Dos WNW 4.726 4.100 DOOR PANEL 1 SIDE RAIL DOOR PANEL 8083 O INTERIOR ASTRAGAL 6083-T5 1+ 1.5. 1+{ r.1251 n �—y F"'—'558 .0S8 .750 J TRUSS CLAMP 8083-75 .683 3/8' GLAZING BEAD 8083 -T5 F+-- 3.100 4.675 DOOR PANEL 45 EXTERIOR ASTRAGAL 6083 -T5 72 7/18' GLAZING BEAD 8083 -T5 BQ SL HEADER 8083 -T8 aw4dwc B NoMIANGEIMSSHEET. Malime A CambM Pa J.J. ADO 'DOON.7DO®fma MASS BED Oft 70 MAMMA 91.44.468 Daft 8� SL SILL 8053 -T6 ram TECHNOLOGY ORME NOKOMIS, PL 54278 P.O BQX1518 N KOIME4934274 PST Villbb Better -3 DOOR FRAME, JAMB 6083 -T6 ,+1.678 —w 1 .890 .050 3.000 82 SL JAMB 8063 -T8 83°� 2.980 060 SL JAMB BB ADAPTER 6063 -T8 EXTRUSION PROFILES 1.620 .250 �.-- 37 WEATHER STRIP CHANNEL 6063 -T5 $2 HINGE 8063 -T5 0.375 .125 Approved as emptying with the Florida Betting Code Date Oc_T 11,1 NOAS A7 —er 2t O . MMiiammiipDada Product C /ontrol ALUM. FRENCH DOOR & SIDE LITES, IMPACT FO101 112x OW* 7 d 10 I �"° 11005-1 B rl L Oara, P.E PE 539712 Structural JAMB ZONE "A" HEAD _y 1— ZONE 'C' I 1 I_ SILL ZONE 'C° SEE TABLE 3., SHT. 9 D1-zNE ZONE HEAD HEAD E" ZONE "D " T ZONE "D" 1 JAMB ZONE W 1 JAMB ZONE "A° I_ SILL ZONE °D "ZONEE "0 "___I SEE TABLE 4., SHT. 9 � 1—E" ZONE'E" 1 ZONE "D�ZONI JAMB ZONE "B" O z CO JAMB ZONE "A" XO OR OX JAMB ZONE B" SILL SILL ' ZONE "E"T TZONE°D" T ZONE"E"_I SEE TABLE 5., SHT. 9 SEE TABLE 6., SHT. 9 HEAD HEAD HED ZONE 'D" t Z NNE "—t-ZOoNE-f j JAMB ZONE "A" } / <XXOOROXX \\ 1 \ \ X M. A\ // OXXO in W o N m 1 / 1 HEAD E NE�EDI- Z�ZO'F°�ZONF�Z ON EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES °B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4 "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. X W O X X X XX 1 X M. A\ // OXXO Xn n \\ n.. I .. .. i IZONE B" - i N Ott -9 X > \ / X 1 \ / / I i VV"VY Y se— X X SILL SILL. ILL ZONE -} --ZONE "F"ZONE "F"�ZONE� SEE TABLE 7., SHT. 9 "E" NOTES: 71 ALSO 4"W''� X' AS WITH 19'W SIDE IJTES (SEE SOLUTION ABOVE) EXAMPLE OF ANCHORAGE FOR A 83 3/4"1-I UNIT, 1. APPROVED ANCHOR TYPES ARE 1.1/4° ELCO TAPCONS 2.1/4' ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3' MIN. O.C. FOR CONCRETE): SEE EXAMPLE 0)0(0 ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4° MAX. FROM CORNERS AND 231/8' MAX. O.C. HEAD & SILL OF DOORS: 6° MAX FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE UTES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. , SILL 1- ZONE�ZONE „F"— i -ZONE t SEE TABLE 7., SHT. 9 I__ SILL � SILL SILL I ZONE "D" ZONE "F' E SEE TABLE 7., SHT. 9 Approvoi tl4 ee"[j ;'Rg whit lAe Florida Stadia 04e Date g ZG�O% NOM 6'7 -01E10;2(2 Miasai Dade Feudist 1.L4 S. Fold* Met Raditne 5, F.K 518/07 WIXOM NOONINGE71083f 7. F.K *weep FJC 2121/07 a au"F A CHANGE 7l0' OR wcA1OR ZONE FROM L"TOM A�A/OR7rP� !lodge/Br J.J. Dar 6021107 10707.001' DRIVE NORMA x34275 PA egxwas NOKOWS R.34274 PST Yls * BetAer ANCHORAGE, CONFIGURATIONS Ale ALUM. FRENCH DOOR S SIDE UTES, IMPACT Sefialtdit R101 Sisk NTS 18 " 10 mwos& 11005.1 B rot L Ctatk. P.E. PE#38712 Structural TABLE 3. X DOORS GLASS TYPES ANCHOR 'TYPE & SUBSTRATE A, B,C,D 2,3, WOOD 1,2, CONC TABLE 4. XX DOOM (ALSO X DOOR OF XO & OX) GLASS TYPES ANCHOR TYPE & SUBSTRATE A, 5,C,D 2,3, WOOD 1,2, CONC TABLE 6.0 SIDE LITE GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D 2,3, WOOD 1,2, CONC TABLE6.XO &OX GLASS TYPES ANCHOR TYPE & SUBSTRATE A. B,C.D 2,3, WOOD 1,2, GONG TABLE 7. OXO, XXO, OXX & OXXO GLASS TYPES A, B, C, D MCHOR 'TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC DOOR WIDTHS -25.50 TO 37.50 LOAD ZONES ci x WIDTH x HE x DOOR WIDTHS XX - 47.75 TO 71.75 LOAD WIDTH x HT (� o 1 1 ZONES - W i W WIDTHS "0" - 10.75 LOAD ZONES TO 36.75 WIDTH x HT. P 1. O DOOR WIDTHS "X - 25.60 TO 37.50 LOAD ZONES SIDE WE WIDTH x HT. w 0 O X x I O O X DOOR WIDTHS - 28.60 TO 37.50 LOAD ZONES ICC" - 47.75 TO 71.75 In SIDE UTE miry x HT. O x 25.50 x 79.75 83.75 87.75 91.76 95.76 27.50 x 79.75 83.75 87.75 91.75 95.75 29.50 x 79.75 83.75 87.76 91.75 95.75 31.50 x 79.75 83.75 97.75 91.75 95.75 33.50 x 79.75 83.75 87.7. 91.75 95.75 35.50 x 79.75 83.75 87.75 91.75 95.75 37.60 x 79.76 83.75 87.75 91.75 95.75 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 10 8 8 8 10 10 8 8 8 10 10 8 8 10 10 10 4 4 MI 4 MI 4 on 4 4 EKI 4 ElEl 4 MI 4 m 4 4 m 4 m 4 IM 4 IM 4M 4 m 4 m 4 m 4 on 4 MI 4 4 4 pia 4 MI 4 MI 4M 4 on 4 4 ma 4 ma 4 BB 4 3 5 47.75 x 79.75 83.76 87.75 91.75 95.76 51.75 x 79.75 83.75 87.75 91.75 96.76 55.75 x 79.75 83.75 87.75 91.75 95.75 59.75 x 79.75 83.75 87.75 91.75 95.75 83.75 x 79.75 83.75 87.75 91.75 95.75 67.75 x 79.76 83.75 87.75 91.75 00.75 71.76 x 79.75 83.75 87.75 91.75 95.76 4 6 5 5 5 5 6 6 5 B 5 5 5 6 6 5 5 8 6 6 5 8' 6 8 7 8 6 6 7 7 8 8 6 7 7 3 4 4 4 4 6 7 7 7 7 4 4 4 4 4 7 7 7 7 7 4 4 4 4 4 7 7 7 4 4 4 4 4 4 4 4 4 4 4 4 4 7 8 5 5 6 5 5 8 8 8 8 8 5 5 5 5 B 6 5 5 8 8 8 8 8 8 10 8 4 4 4 4 4 4 4 4 4 4 4 8 8 10 10 5 5 5 6 6 8 9 9 10 10 4 4 4 4 4 4 4 4 4 4 4 3 5 3( 3 5 3 5 3 5 ladder 10.75 x 79.76 83.75 87.76 91.76 95.75 12.76 x 79.75 83.76 87.76 91.75 96.76 19.00 x 79.75 83.75 87.75 91.75 95.75, 21.75 x 79.75 83.75 87.76 91.75 95.76 27.75 x 79.75 83.75 87.75 91.75 85.75 35.13 x 79.75 83.75 87.75 91.75 95.75 36.75 x 79.75 83.75 87.75 91.75 95.75 4 4 4 4 4 1 1 4 1 4 1 4 1 4 4 4 4 4 1 2 2 4 4 4 10.75 x 79.75 83.75 87.75 91.75 95.75 2 2 2 2 4 4 4 4 4 2 2 4 4 4 4 4 4 2 2 2 2 2 2 12.75 x 79.76 83.75 87.76 91.75 95.76 2 2 2 4 4 4 5 5 2 2 2 6 5 6 6 6 2 2 2 4 4 4 4 4 4 4 2 2 2 2 2 2 2 19.00 x 79.75 83.75 87.76 91.75 95.75 2 2 6 8 7 7 7 2 2 3 4 4 4 4 4 2 2 2 2 2 21.76 x 79.75 83.75 87.76 91.75 96.75 4 2 27.76 x 79.75 83.75 87.76 91.75 95.75 4 3 4 3 3 6 6 7 7 7 3 3 3 3 3 4 4 4 4 3 3 3 3 36.13 x 79.75 83.75 87.75 91.76 95.75 4 3 4 3 4 3 4 3 36.75 x 79.75 83.75 87.75 91.76 95.75 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 5 3 5 3 6 3 5 3 5 3 8 3 8 3 8 4 8 4 7 5 7 5 7 5 8 4 8 4 7 5 7 5 7 5 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 10.75 x 79.75 83.75 87.76 91.75 95.75 4 4 4 2 2 2 4 2 4 12.75 x 79.75 83.75 87.75 91.75 95.75 4 4 4 4 4 19.00 x 79.76 83.76 87.76 91.75 95.75 4 4 4 4 4 21.75 x 79.75 83.75 87.75 91.75 95.75 4 4 2 2 2 2 2 2 3 3 3 3 3 3 3 4 5 6 27.75 x 79.75 83.75 87.75 91.75 95.76 5 3 3 3 3 5 5 6 6 36.13 x 79.75 83.75 87.76 91.75 95.75 6 3 3 3 3 4 6 7 7 4 5 5 7 38.75 x 79.76 83.75 87.75 91.75 95.75 8 6 7 7 7 5 4 4 5 5 5 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 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 APPROVED ANCHOR TYPES: 1.1/4" ELCO TAPCONS 2. 114° ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Florida thatdiug complying with the Bra" o -T 1 ", 2ao7 Miami Dade Product Control 541 1. rewerar FX WWI ReAatvre S NO CHANGE 7 SHEET. Amentr FJC teaseW FJC 8M497 _ 2/22107 A ADDXL80 USE W/TAWE87V TABLE 4. 'D' MUNE TA&E0.1 EA02ONE .0•70 77 AND 00DB6Y Rte. ADD 136 TO ANCHOR TYPE 3. J.J. 8:21/77 76m TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1529 NOXL MS FL 54274 ANCHOR QUANTITY LOAD ZONE TABLES ri ALUM. FRENCH DOOR & SIDE LITES, IMPACT lirbolitdok PD101 IM4 9 s 90 I 110054 Rye 0 n v I /7� v 1 C#391".12". Structural 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X W0013 BUCK, NOTE 2 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, NOTE2 1 3/8" TYPE 1 1 3/4" TYPE 2 1 3/8" MIN. 1/4° MAX SHIM CONC. ANCHOR NOTE 1 DOOR HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 1/4" MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1 3/8° MIN. CONC. ANCHOR, NOTE 1 . •. • i 43/4° MIN. E.D. 1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. DOOR JAMB (WOOD) DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 1/4° MAX. EXT' SHIM CONC. ANCHOR, NOTE 1 NOTE 3 r1/4" MAX. 1 3/8" TYPE ;•r 1 314" TYPE 2X WOOD BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE 1 NOTE1 EXT. BUCK, NOTE 2 1/4" MAX SHIM 1X WOOD a !J WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1 3/8' TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1 3/4° MIN. E.D. 1/4" MAX. SHIM 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 314° MIN. E.D. 2X WOOD BUCK NOTE 2 MIN. E.D. �3.4 KSI MIN. CONC. t WOOD BUCK NOTE 2 2X DOOR SILL (WOOD) DOOR SILL (CONC) SIDE LITE SILL (WOOD) 3.4 KSI MIN. CONC. f+-- 13/41 MIN. E.D. SIDE LITE SILL (CONC) 1/4" MAX SHIM J »I 3/8" TYPE 1 ;•T 3/4" TYPE 2 NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 13/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE -FLEX EMBEDDED 13/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4 °. FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 13/8' MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Apprond as a..rp:. iag With the Florida Booting Cale Date flGT f S'i 2oD NOA# c27_d6-zs. /a DMIaanii Dade Pnidnet Control By I«ttl.q7 I. / `L es NI.. ere aF o.! arealr FX Oahe 1470 CHANGE MS SHEET. ease* Cme a.,taas SPED TYPE 182fii ED. coma DETAILS. 8PECL TYPE2a3ONWOOD FX 81f 407 A DETAIL&. ADD ANCHOR TYPES TO NOM I. Wan* tEIE maws* ore F J( 2122/07 J.I. 6/21107 1070 7ECHNOLOGY DRIVE 854278 P.O. 89X 1a2O NOKOMIS, R 34274 113 T VWMy ,better ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT FDfOf NTS Art 10 • 10 Destatsma 11005 -1 B