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WS-10-2215
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 157476 Permit Number: WS -12 -10 -2215 Scheduled Inspection Date: March 25, 2013 Inspector: Bruhn, Norman Owner: CONDO, SHORES PLAZA EAST Job Address: 9120 NE 8 Avenue BLDG G Miami Shores, FL 33138 -0000 Project: <NONE> Contractor: THE COMPANIES OF R&S INC Permit Type: Windows /Shutters Inspection Type: Window Door Attachment Work Classification: Window /Door Replacement Phone Number Parcel Number 113206044001 Phone: 305 - 256 -6666 Building Department Comments INSTALLATION OF 32 WINDOWS AND 4 DOOR. IMAPCT RESISTANT PRODUCTS AS PER LETTER SENT FROM CONDO, OK TO APPROVE 180 DAYS EXTENSION 9/2/11 EXTENSION TIL 07/31/2012 03/01/2013 - PERMIT RENEWAL PER B.O. NORMAN RRUHN NFW FXPIRATIMI IlATF APRII 4 9n1l Passed Failed dg_2F-)g Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 154282. Units 3 & 4 only. NB March 22, 2013 For Inspections please call: (305)762 -4949 Page 5 of 48 111111111111111111111111111 11111 1 11111111 1 111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. CFN 2013801 r 28301 OR Bk 28516 P9 02761 (19s) RECORDED 03/05/2013 13r34 :43 HARVEY RUVI N r CLERK, OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE Space above reserved for use of reco ng es 1. Legal descript ff property and stree dress: t .jl 723 L�`c 1 Z. NE- 2. Description of improvement 3.Owner(s) name and address: ! • ,!. �''� %,�:. � � �� S � ".4 53‘50 Interest in property: Name and address of fee simple titleholder. 54M0%4-0 4. Contractor's name, address and phone number '-tik%.. t UM,('' -�•� \ ,pt- -,�* S "i IC 91,4 \ Q� ~'test AJ' 305 -'LS4 (coco a 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(6), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WiTH YOUR LENDER OR AN ATTORNEY BEFORE CO > MENCING OR RECORDING YOUR NOTICE OF COMMENCEMENT. ! a �P C Iraq), St natures) of TALE OF FLORIDA, COUNTY D' ao ry 9 � raer(s) . 5 a • - • •'car r/Director/Partner/tt ,,. 8 tNII Co' ! ' a c Prepared .—'- Y CERTIFY that tt�S ' �,. mac, p a Prepared ,FT ,.Ij,rsOfr_ U � V Print Name . OA- �-ve, g -T Print Name f , tt�,���,/'f��j�V Title /Office k 1r P i NErz C SQL -t-r —•'•,, STATE OF FLORIDA d( :1 . ,:, ,. COUNTY OF IAMI -DADE Ri�N��� / The for���g' ed before me this � day o' ❑ IndMdually, or ❑ as for ( _ Personally known, or produced the following type of Identl icati �� =� L Signature of Notary Public: Print Name: (SEAL) HAR Pit s lurAMINLIIEAMMINIMI o i Ler trp , . 410, 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. Signatures) of Owner(si or�Owner s ' By _ . „ _ _ My Comm. Expires Sep 23, 2015 -s. .0 ec .,,,�,. 4.1. e, , Commission # EE 128810 ''''''''`'' Bonded Through National Notary Assn. zed Officer/Director /Partner/Manager who signed above: By err A(3AiE 9. 9/f_ 0 i3ta -''� u,�r t IZ0 r,� A,lt t �(1�ro L 8.ti E.1 c�kc2U Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. ``�� Master Permit No. V►kJ k 0 Permit Type: BUILDING ROOFING JOB ADDRESS: G 12 C NJ ∎ ... O— . City: Miami Shores County: Miami Dade Zip: 33 1'e) Folio/Parcel #: Is the Building Historically Designated: Yes NO >c Flood Zone: OWNER: Name (Fee Simple Titleholder): M rk' (lam 'P Lk7A s 1 Phone #: 3°C -1 ` Address: 7145 f`( 1 ( 5 City: M � `c S Irk d 2" State: �rcAS U-;3.6 Zip: a3 38 Tenant/Lessee Name: Phone #: Email: CONTRACTOR Company Name: 114+-- 'te4--3,!---k 6f- tk-A Phone #: 313 2—C-Ce — 66'1' 6 Address: 0.'76' S t Z- ire—le r Ase-' City: M, Ai--{ State: -E._o ajktS 1' Zip: `'3 317(0 Qualifier Name: -1 1 k-kt•-• T- O t Phone#: State Certification or Registration #: C d 1 1 Se Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: uL ®c" Phone #: 7 25 cQ r 5`k 1- 9 `f Value of Work for this Permit: $ Square/Linear Footage of Work: Type of. Work: OAddition °Alteration °New URepair/Replace Description of Work: -C4-t N.CJ.Q (rte' ; 9) 5 4' u Color thru tile: °Demolition P d; a Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a proved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this IS • 3 2013, by " iALANIC.R.4. day of who i ersonally known to ' 1 e or who has produced As identification an4��►+AN,,�,}eii oath. NOTARY PUBLIC: . • •E'a 7.L5''', ; ��_o N'.� ' ypt 6i P ',yrrui in�av,o • Sign: Print: My Commission Expires: APPROVED BY Contra ®, instrument was acknowledged before me this / day of r 20 13, by Jai T • aw who • ersonally known • me or who has produced r as identification and who did take an oath. Plans Examiner Structural Review NOTARY PUBLIC: ticiawewiez LAURA HEINAMEZ . ,..:, 864425 EXPIRES: January 10, 2017 BoaredThu Bum Nosy Settees My Commission Expires: c var( s0, s7 (Revised 5/2 /2012XRevised 3/12/2012) )(Revised 06 /10 /2009XRevised 3 /15 /09)(Revised 7/10/2007) Zoning Clerk MIAMI•DADE COUNW DEPARTMENT OF REGULATORY AND ECONOMIC BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doom :Ina; 10100 N. W. 25th Sreet F���1 Miami, Fl. 33172 SCOPE: 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.cov /economv This NOA is being issued under :a;.?. 'cabl: rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "450" Aluminum Outswing glazed Doors w /wo Sidelites - Impact APPROVAL DOCUMENT: Drawing No.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 A1(muntin) limitations notes, in sheet 6. 4. Narrow stile sidelites are limited to 18" or less. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises # 11- 1025.02 consists of this page 1 and evidence pages E -1& E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No. 12- 0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # 11- 1025.02). 2. Drawing No.W98 -01, titled "Series 450 outswing Doors & Sidelites ", sheets 1, 1.1, 1.2, 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10 -20 -97 and last revised on JUN 29, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under file # 11- 1025.02) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94( +50.0 PSF, sill S -I only) 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing / Inswing door w /wo sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL- 0080 - 0304 -11 dated 11/28/2011 and HTL- 0080 - 0902 -11, signed and sealed by Vinu J. Abraham, P.E. Note: This test report has been revised by addendum letters, issued by Architectural Testing (Former Hurricane Testing Lab), dated 01/20/12 and 04/03/12, both signed and sealed by Vinu J. Abraham, P.E. Along with manufacturer's parts and section drawing marked -up drawings of double aluminum outswing doors, issued by Architectural Testing, Test Report No(s) B- 5234.02- 450-18 dated 12/19/2011, signed and sealed by Vinu J. Abraham, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94. Along with manufacturer's parts and section drawing marked -up drawings of aluminum In/out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL - 97055 (0080 - 912 -97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202- 94, specimen #4, 5A, 5B, 5C tested per PA201 -94 & PA203 -94, signed and sealed by Timothy S. Marshall, P.E. Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL -01071 (0080- 0402 -02) dated 04/01/2002 tested per PA201 -94 & PA203 -94, signed and sealed by Vinu J. Abraham, P.E. (submitted in file # 09- 0723.04). Original tests conducted per SFBC, PA 201, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. I4144.1 j . 1,41,.rAe- Ishaq I. Chanda, P.E. Product Contr`oI 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 0 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 l4 (. A tot . haq I. Chanda, P.E. Product Control Examiner NOA No 12- 0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 TYPICAL ELIVATIO\S 120 -3/4" MAX. 6 7/8° OUTSWING 38 -9/16° EL WIDTH OUTSWING SADDLE SILL 6 7/8° G STEPS TO USE CHARTS SEE SHEETS 6 & 7. 74 -1/2" LOCKING OPTIONS SEE CHART SHEET 1.1 LH CONFIGURATIONS SHOWN RH SIMILAR NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. FRAME WIDTH D.L OPG. VA / WIDTH H3o OUT 23 -3/4' 12 -7/8' 2/6 29 -3/4' 18 -7/8' / / / / / / / / / / /i ♦ \ ■ ■ 41 -3/4' N. ACTIVE \\ EL WIDTH OUTSWING SADDLE SILL 6 7/8° G STEPS TO USE CHARTS SEE SHEETS 6 & 7. 74 -1/2" LOCKING OPTIONS SEE CHART SHEET 1.1 LH CONFIGURATIONS SHOWN RH SIMILAR NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ss1 DOOR /SIDELITE PANEL WIDTH D.L. OPG. WIDTH 2/0 23 -3/4' 12 -7/8' 2/6 29 -3/4' 18 -7/8' ■ ♦ 35 -3/4' ♦ / 41 -3/4' 30 -7/8' . ` `, \ \ \ 88 -1/2' 9/0 / / 94 -1/2' INACTIVE 112 -7/8' ACTIVE ss1 MULTIPLE SIDELITES AVAILABLE (SEE SHEET 6 CO to 120 -3/4" MAX FRAME HEIGHT NOMINAL PANEL WIDTH DOOR /SIDELITE PANEL WIDTH D.L. OPG. WIDTH 2/0 23 -3/4' 12 -7/8' 2/6 29 -3/4' 18 -7/8' 3/0 35 -3/4' 24 7/8' / 41 -3/4' 30 -7/8' `\ `♦ -/ \ \ \ 88 -1/2' 9/0 '/ 94 -1/2' 9/6 112 -7/8' 100 -1/2' 10/0 // / / / / 106 -1/2° `\ .`\`` ■ ■ /. // / / / / / / / INACTIVE ACTIVE ACTIVE `� MULTIPLE SIDELITES AVAILABLE (SEE SHEET 6 CO to 120 -3/4" MAX FRAME HEIGHT NOMINAL PANEL WIDTH DOOR /SIDELITE PANEL WIDTH D.L. OPG. WIDTH 2/0 23 -3/4' 12 -7/8' 2/6 29 -3/4' 18 -7/8' 3/0 35 -3/4' 24 7/8' 3/6 41 -3/4' 30 -7/8' NOMINAL PANEL HEIGHT DOUR / 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 -718' 88 -1/2' 9/0 106 -7/8' 94 -1/2' 9/6 112 -7/8' 100 -1/2' 10/0 118 -7/8' 106 -1/2° 113.1/16" FRAME WIDTH AIL HINGES SEE SHEET 1.1 // i ■ ` /1 \ ``' _ /� /. // ACTIVE FRAME HEIGHT = PANEL HEIGHT + 1 -7/8" STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1 -5/8" (ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2 -3/4" Engrs JAVAD AHMAD C14& FLA. PF # 70552 C.A.N 538 i i ) 2012 revisions: E 10.18.08 F 07.10.09 11 10.25.11 1 04.23.12 J 08.29.12 0111011C1 NeVISTO i � � the Iketidt Aisimantslis TZ- ;?�o�•- tNQd" zo /6 LEGEND -0 - OUTSWING DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) REV. PER BCCO COMMENTS UPDATED FOR 2007 FRC REV. PER HNC COMMENTS REV. PER PERA COMMENTS NO CHANGE THIS SHEET DWG. NO.: W98 -01 • EI WINDOWS 8c DOORS 10100 northwest 25 street miami, florida 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 ! ! z ACTIVE 12 10A : COPPER CREEK W/ CGI 3 POINT 1OAA : BALDWIN W/ CGI 3 POINT 108 : REGENT COMMERCIAL. 3 POINT 10C : BALDWIN SINGLE POINT LOCK 10CC : COPPER CREEK SINGLE POINT LOCK 100: DOR- O -MATIC SERIES 1690 10E : JACKSON SERIES 2085/2065 1OF : SURFACE MOUNTED LOCK i INACTIVE 12 RESIDENTIAL HARDWARE REGENT COMMERCIAL 3 POINT LOCK 10A 10AA 1013 10C & 10CC 10D & 10E 10 F DOOR HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) £XT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 84" 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 80.0 80.0 100.0 110.0 96 -3/4" 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 70.0 70.0 90.0 90.0 108 -3/4" - - 100.0 110.0 100.0 110.0 - - - - 90.0 90.0 120 -3/4" - - 70.0 70.0 70.0 70.0 - - - - 70.0 70.0 10A : COPPER CREEK W/ CGI 3 POINT 1OAA : BALDWIN W/ CGI 3 POINT 108 : REGENT COMMERCIAL. 3 POINT 10C : BALDWIN SINGLE POINT LOCK 10CC : COPPER CREEK SINGLE POINT LOCK 100: DOR- O -MATIC SERIES 1690 10E : JACKSON SERIES 2085/2065 1OF : SURFACE MOUNTED LOCK i INACTIVE 12 RESIDENTIAL HARDWARE REGENT COMMERCIAL 3 POINT LOCK COMMERCIAL HARDWARE HINGE LOCATIONS MAX. DOOR HEIGHT NO. READ. 1 UPTO 90 -3/4' 3 35 1/2' / 1 44 1/2' \z !1 /. ' // / '% `.� '. ACTIVE ` INACTIVE COMMERCIAL HARDWARE HINGE LOCATIONS MAX. DOOR HEIGHT NO. READ. MAX. SPACING UPTO 90 -3/4' 3 35 1/2' ABOVE 90 -3/4' UPTO 120' 4 44 1/2' DOORS WITH 3 HINGES LIMITED TO 100 PSF HARDWARE DESCRIPTION ag! 4,0PIL OglOs 44 t. ta= - FIXED FIXED Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 CAN. 3538 t. -{- / ,1 / / / / / / / / /. 1 // CGI DOORS (SEE SHEET 1) 7 i' 1 LEGEND -0 - OUTSWING DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) DWG. NO.: W98 -01 • EI WINDOWS 8c DOORS 10100 northwest 25 street miami, fiorida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.1 of 7 BULB VINYL CGI -382 3/16" ANN. GLASS .075" INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090° SENTRYGLAS INTERLAYER BY 'DUPONT' 3/16" ANN. GLASS BULB VINYL CGI -3B2 SIUCONE GE -1200 DOW 995 DOW 899 3/16" HEAT STREN'D GLASS .075" INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090" SENTRYGLAS INTERLAYER BY 'DUPONT' 3/16" HEAT STREN'D GLASS GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS BULB VINYL CGI -382 1/8" OR 1/4" TEMP. GLASS AIR SPACE 3/16" ANN. GLASS .075" INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090" SENTRYGLAS INTERLAYER BY 'DUPONT' 3/16" ANN. GLASS GLASS TYPE 'A1' 1° OVERALL INSUL. LAM. GLASS SIUCONE GE -1200 DOW 995 DOW 899 SIUCONE GE -1200 DOW 995 DOW 899 AIR SPACE CONSISTING OF; SPACER; ST. STEEL METAL SPACER AROUND THE PERIMETER OF THE GLASS. BULB VINYL CGI -382 3/16" ANN. GLASS .090" PVB INTERLAYER SAFLEX IIIG BY 'SOLUTIA' 3/16" HEAT STREN'D GLASS SILICONE GE -1200 DOW 995 DOW 899 GLASS TYPE '6' 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 '61' 1" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS SILICONE GE -1200 DOW 995 DOW 899 BULB VINYL CGI -382 .090 ALUMINUM SHEET 1/4" PLYWOOD .090 ALUMINUM SHEET E CL SIUCONE GE -1200 DOW 995 DOW 899 7/16" OVERALL COMPOSITE PANEL BULB VINYL CGI -382 .090 ALUMINUM SHEET 3/4" PLYWOOD .090 ALUMINUM SHEET SIUCONE GE -1200 DOW 995 DOW 899 1" OVERALL COMPOSITE PANEL Ng g Engr. JAVAD AHMAD FLA. PE # 70592 C.A.N. 3538 - GLAZING STOP OPTIONS CGI -375 = with the Honda. asw $s '° ' C• 3 CGI -396 .050 CGI -504 .672 r_ L W m .742 -.d 4 --.OBO CGI -519 CGI -515 D00RS AND SIDEUTES CAN BE GLAZED USING SQUARE OR OGEE GLAZING BEADS /ADAPTERS DWG. NO.: W98 -01 • CG\ WINDOWS 8e DOORS 10100 northwest 25 street miomi, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.2 of 7 74 1/2" (TESTED SIZE) 4 1/4° 3° 24" FRAME WIDTH 6" 3° 24" MAX. 4 1/4" ID y 1 I I y� I/ 14 IN I ■ \ \ \ \ \ / 24 3/4" / / / s co sn \ \ D.LO. / 12 6 // 10 \ \ 7 d — 1 d 0 \ // A / ` / / in ACTIVE INACTIVE ? (t s -o 3 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 10AA CGI 3 POINT MECHANISM W/ BALDWIN SERIES 8200 DEAD BOLT CO N M co N9 HAGER SS HINGES 4 1/4" 38 9/16° FRAME WIDTH 24" MAX. CO 01 J -0 / / / '2. / / d M ACTIVE s lgs Engr JAVAD AHMAO CIVIL FLA. PE W 70592 C.A.N. 3538 - .,010iridi the ?M'4 IldIfttlode- /2-,o of u,3 aro**. CO 10AA DWG. NO.: W98 -01 • ICGL WINDOWS eSc DOORS 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.3 of 7 1 N 74 1/2" (TESTED SIZE) 4 1/4" 3" 24" MAX. • FRAME WIDTH 6" 3" 24" MAX. 4 1/4" 4 1/4" • a 35 -1/2" MAX. 6" PANEL WIDTH 24" DOORS LOAD CAPACITY — PSF FRAME HEIGHT ll EXT.( +) INT.( —) k71 74 -1/2" 70.0 \ / 84 -1 /2" 74 -1 /2" / / / / // •/ 71 \ tOR OR — 10E \ \ / / \ \ CONCEALED )VERcALR0D \ \ \ © // -/ fl.. / / / / / PANEL HEIGHT L 12" MAX. 1r 71 H ACTIVE ACTIVE • a 35 -1/2" MAX. 6" PANEL WIDTH 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. QUALIFIED WITH ALL GLASS TYPES SHOWN ON SHEET 1.2 LOCK OPTIONS 10D AND 10E 7 1/4" 38 9/16" FRAME WIDTH 24" MAX. @i R F.8 - 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 1fl 7 1/4" 17 1/4" Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 fUN 2' 2012 1111461=wielk the Hoeft �r P. IF-Cr/7 •0 3 DWG. NO.: W98 --01 • CM • WINDOWS 8c DOORS 10100 northwest 25 street miomi, florida 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 1.4 of co CONCEALED VERTICAL ROD in tV / 30 _ . / / d / /- �% C_,� H Er 71 y 100 a OR \ iOE \ U7 N \ \ co " � 4 rn ACTIVE @i R F.8 - 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 1fl 7 1/4" 17 1/4" Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 fUN 2' 2012 1111461=wielk the Hoeft �r P. IF-Cr/7 •0 3 DWG. NO.: W98 --01 • CM • WINDOWS 8c DOORS 10100 northwest 25 street miomi, florida 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 1.4 of BILL OF MATERIALS ITEM 1 2A 2B 2C 3 5 6 7 9 10 10 110 10 10 10 10 10 10 DESCRIPTION #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) 3/8 -16 FULLY THREADED CONTINUOUS ROD 3/8 -16 HEX NUT 1 1/2" X 1 1/2" X 3/16 "THK. ALUMINUM PLATE SHEAR CLIP (EXT. NO. 506) DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS & 24" 0.C. MAX. 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 6" FROM ENDS, 3 @ CENTER OF PAIRS SPACED 6" 0.C. & 24" O.C. MAX. #10 X 1" PH —PH —SS TEKS SCREW, @ 3" & 7" FROM ENDS & 19 -3/8" 0.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 BALDWIN SERIES 8200 DEAD BOLT. 11 12 13 14 17 18 19 HAGER 4 1/2" X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL CGI 4 -1/2" X 4" HINGE IN ALUMINUM SECURED WITH (8) #12 -24 X 1/2" F.H. M.S. (3 PER PANEL UP TO 7' -6 3/4" HIGH) (4 PER PANEL OVER 7' -6 3/4 ") CGI FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH #8 X 1/2" PH SMS. SEE SHEET 1.2 FOR GLAZING OPTIONS SILICONE GE -1200, DOW 995, DOW 899 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE PLASTIC WEEP BAFFLE 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR EXT. — EXTRUSION LIST 500A, 501, 502, 503, 504, 507, 509, 510, 514, 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063 —T6, 375, 396, 505, 508, 511 EXTRUSIONS ARE 6063 —T5. iA1dC'1va Engr: JAVAD AHMAD CIVIL FiFE 1. 717582 C.A.N. C X538 Ju 9 zas.z DWG. NO.: W98 -01 • CG\ WINDOWS Sc DOORS 10100 northwest 25 street miomi, florida 33172 product : Series 450 Outswing Doors & Sidelites W W V S sheet 2 of 7 CGI -507 DOOR FRAME HEAD /SILL CGI -5 '1 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 CG -510 SIDELITE MULLION jf 11 .465 .075 IL -= —� � f.063 -a! I CGI -508 FRAME COVER 1.844 —1 CGI -501 BOTTOM RAIL CGI— 540 4.000 SADDLE THRESHOLDS r-- 1.844 —1 CGI -514 HORIZONTAL MUNTIN CGI -375 CGI -396 Engr aAVAD AHMAD IV1L FLA. PE c # 70592 C.A.N. 538 1t r iaengto 4.141iNie SW .050 CGI -504 .672 .742 -a--.080 CGI -519 CGI -515 DWG. NO.: W98 -01 • cak WINDOWS c3c DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 2.1 of 7 1/2 °4.S. ,,g �— Bolt Bolt { Housing Assembly a #10 x 3/4" PH SMS Flushbolt Tip 1111 i Linkage Assy. t Isz-�' zc T- Rod Keyed Cylinder /Deadbol Assy. Connection Wheel TOP SECTION SHOWN (BOTTOM SIMILAR) CGI CUSTOM 3 -POINT LOCK Flushbolt Activator �l TOP SECTION SHOWN (BOTTOM SIMILAR) 12 RSl- #10 x 3/4" PH SMS 8 x 1/2" PH MS Flushbolts (Inactive Panel) C (, FV4iMi 7—�� i Bolt Tip #10 x 3/4" PH SMS Bolt Housing g 111 1 Bolt Tip Threaded Rod Keyed Cylinder Deadbolt Assembly Actuator Arm Actuator Arm (O REGENT 3 POINT COMMERCIAL LOCK E g TOP SECTION SHOWN (BOTTOM SIMILAR) #10 x 3/4" PH SMS #10 x 3/4" FH SMS Surface Mounted Activator SURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT Engr: JAVAO AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 JU ctcz �r> Ar .:..twr s5-a r-b 6.&3 DWG. NO.: W98 -01 • EI WINDOWS ac DOORS 10100 northwest 25 street miami, florido 33172 product : Series 450 Outswing Doors & Sidelites 2 9 z�.t date : 10 -20 -97 sheet 2.2 of 7 #12 x 1 1/2" FH SMS Keeper Top Lock Assembly Dor —O —Matic 1690 Bottom Bolt Bolt Guide #10 x 1/4" FH MS #10 x 1/4" FH MS Tf g Engr. JAVAD AHMAD CIVIL " FLA. PE 11 70592 CAN. 3538 #8 x 3/4" FH SMS Strike Plate Top Guide w /trip release Top Bolt Jackson 20861 1/2° Bottom Bolt Bolt Guide INK �S f2 #10 x 1/2" FH MS #10 x 1/2" FH MS SAWSKT »lever hiiiiibmo illoirstke Date iff4i/ 3 DWG. NO.: W98 -01 • EL WINDOWS 84 DOORS 10100 northwest 25 street miami, florido 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 2.3 of 7 1/4" DIA. ULTRACON @ 6" FROM ENDS AND 24" O.C. M / ,/ (SEE RMEDIAT� ANC /SHEET P ) 1/4" DIA. ULTRACON" SEE SHEET 7 1X4 PT WOOD SEE NOTE BELOW visoi 1 r OPTIONAL WWII, INSTALLATION t } INTO 2X4 PT WOOD 2X4 PT WOOD SEE NOTE BELCW SEE SHEETS 2.2 & 2.3 FOR BOLT ENGAGEMENT TYPICAL TYPICAL CD LLJ LLJ LL. .125 OPTIONAL SQUARE GLAZING (SEE SHEET t2) TYPICAL #12 SCREWS 3/ END 2.082 -.too 1/4" DIA. ULTRACON 6" FROM ENDS AND 24" O.C. 11; (INTERMEDIATE ANCHORS) ao NOTE: ALL ANCHOR CONDITIONS SHOWN ON 0 10 0 2 SHEETS 3, 4 AND 5 MAY BE DIRECTLY TO MASONRY WITH 1/4" MAX. SHIM SPACe a WITHOUT VARIATION IN CAPACITY. a TYPICAL JAMB ANCHORS 1/4" DIA. ULTRACON C� 6" FROM ENDS AND 19 -3/8" 0.C. FOR LOADS UPTO 70 PSF • 14 -1/2° 0.C. FOR LOADS UPTO 110 PSF 12" 0.C. FOR LOADS ABOVE 110 PSF (SEE SHEET 7) --- 1X4 PT WOOD 509 1 -1/4° 1/4" DIA. ULTRACON 509 li IAL .150 EXTERIOR I-,-- 1.250 2X4 PT WOOD 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. 1/4" MAX. SHIM 2A 9 502 -.125 2B 2C TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY 14 4.852 EXTERIOR PANEL WIDTH HJ -0 FRAME WIDTH INTERIOR rr 1.250 505 EXTERIOR Engr: .AV.4D AHMAD CIVIL FLA. PE # 70592 C.A.M. 3536 UN 2 p 2012 REVISSIO the wl& AM a lZ- 4_0_03 aillaradsor Oat. 13 375 ASTRAGAL REQD. FOR WATER RESISTANT DOORS ONLY 02 OR 16 l INACTIVE - OUT SWING DOOR LOCK OPTIONS SEE SHEET 1.1 DWG. NO.: W98 -01 • CG\ WINDOWS 8e DOORS 10100 northwest 25 street miami, florid° 33172 product : Series 450 Outswirtg Doors & Sidelites date : 10 -20 -97 sheet 3 of 7 MULLION #1 �- - 2.878 --a •. - L250 1X4 PT WOOD SEE NOTE SHEET 3 SMALL SIDELITE STILE (EXT. 503) AT SIDELITES 1' -6" WIDE OR SMALLER. -1/41' MIN. EMB 4.562 1/4" DIA. ULTRACON 0 6" FROM ENDS & 19 -3/8" O.C. AT INTERMEDIATE ANCHORS SEE SHEET 6 DOOR PANEL WIDTH 4.812 EXTERIOR @ DS -0 SEALANT DOOR FRAME WIDTH .0--1.250 SIDELITE PANEL WIDTH SIDELITE FRAME WIDTH SIDELITE FRAME WIDTH THIS SILL IS NOT RATED FOR WATER THIS SILL IS NOT RATED FOR WATER 3.278 4- -1.844 ADA SADDLE RESIDENTIAL SADDLE 4" WIDE SADDLE THRESHOLD REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS EXTERIOR SWEEP EXTERIOR DWG. NO.: W98 -01 1/4" DIA. ULTRACON © 6" FROM ENDS & 24" O.C. 3 SI CONCRETE JUN 292012 wINDOWS Bc Doors 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 4 of MULLION TYPE 1 WIDE STILE -WIDE STILE 502 SEALANT 4.812 EXTERIOR SIDELITE PANEL WIDTH MULLION TYPE 2 WIDE STILE - NARROW STILE 502 SIDELITE PANEL WIDTH DOOR SIMILAR MULLION TYPE 3 NARROW STILE- NARROW STILE EXTERIOR SIDELITE PANEL WIDTH 51 503 EXTERIOR 25 SIDELITE PANEL WIDTH 503 1.918 r 7 1.062 SIDELITE PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH WIDTH (W) = DOOR PANEL + FIXED PANEL 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS diEg: OSIgOs MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL TYPE 1 „ MULL TYPE 3 WIDTH (W) / / / / / / / /. \\ • . . • •� i i i INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH WIDTH (W) = DOOR PANEL + FIXED PANEL 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS diEg: OSIgOs MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 3 WIDTH (W) HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 1/6 2/0 2/6 3/0 3/6 6/8 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 100.0 110.0 - - 100.0 110.0 70.0 70.0 - - 1/6 2/0 2/6 3/0 3/6 7/0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 100.0 110.0 - - 100.0 110.0 - - - - 1/6 2/0 2/6 3/0 3/6 7/6 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 70.0 70.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 70.0 70.0 - - 100.0 110.0 - - - - 1/6 2/0 2/6 3/0 3/6 8/0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 70.0 70.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 - - - - 100.0 104.6 - - - - 1/6 2/0 2/6 3/0 3/6 8/6 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 100.0 100.4 - - 98.9 98.9 - - - - 70.0 70.0 - - - - 1/6 2/0 2/6 3/0 9/0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 104.1 - - 98.1 98.1 70.0 70.0 - - 82.9 82.9 - - - - 1/6 2/0 2/6 3/0 70.0 70.0 70.0 70.0 100.0 110.0 9/6 70.0 70.0 70.0 70.0 - - 70.0 70.0 - - - - 70.0 70.0 - - - - 1/6 2/0 2/6 3/0 70.0 70.0 70.0 70.0 70.0 70.0 10/0 no 70.0 70.0 70.0 - - 70.0 70.0 - - - - 59.9 59.9 - - - - Engr. JAVAD AMMO CIVIL FL4: PE # 70592 C.A.N. 3538 W U. 0 2 9 2012 u T it r IL3ELt Viiikeedie ile Ikeindow +/;=4/1 jc- 3 DWG. NO.: W98 --01 • EI WINDOWS .3c DOORS 10100 northwest 25 street miomi, florida 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 5 of 7 ) sheet 6 of 7 ) PANEL PERFORMANCE CHART FOR SINGLE & DOUBLE DOORS & SINGLE SIDELITES (NARROW STILE SIDEUTES LIMITED TO 18" OR LESS) DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. ,GLASS TYPE 'A' 7/16" COMPOSITE PANELS 1" COMPOSITE PANELS GLASS TYPE 'Al' GLASS TYPES 'B' & 'HI' NOM. PANEL WIDTH NOM. PANEL HEIGHT EXT. ( +) INT. C -) EXT. CO INT. ( -) EXT. CO INT. C -) 2/0 2/6 3/0 3/6 6/8 100,0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 710 100.0 110.0 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 3/6 810 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 70.0 70.0 70.0 IN 70.0 * - - 2/0 2/6 3/0 3/6 8/6 100.0 110.0 70.0 * 70.0 * - - 100.0 110,0 70.0 It 70.0 * - - 100.0 110.0 70.0 * 70.0 * - - 70.0 70.0 70.0 * 70.0 * - - 2/0 2/6 3/0 9/0 100.0 110.0 70.0 * 70.0 * - - 100.0 110.0 70.0 it 70.0 * - - 100.0 110.0 70.0 * 70.0 * - - 2/0 2/6 3/0 9/6 70.0 70.0 70.0 IN 70.0 IN - - 70.0 70.0 70.0 * 70.0 * - - 70.0 70.0 70.0 IN 70.0 * - - 2/0 2/6 3/0 10/0 70.0 70.0 70.0 IN 70.0 * - - 70.0 70.0 70.0 IN 70.0 IN - - 70.0 70.0 70.0 * 70.0 IN - - LOADS HOWN ABt1 E ARE FOR DOORS USING THRESHOLDS S -O IN ANY CONDITION AND ® & SS WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPLICABLE. GLASS LIMITED TO 8/0 DAYLITE OPENING. PANEL SIZES ABOVE 8/0 REQUIRE TRUE MUNTIN. OUTSWING (SADDLE) RESIDENTIAL (SADDLE) / / / / / / i. 7/ PANEL WIDTH n PANEL WIDT Y b ANEL WIDTH.. a cc 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: JAVAD AHMAD CIVIL FLA. PE a 70592 C.A.N. 3538 MOWN ItUar wawa nada 2-67c,6.0.3 C9 U oa cn 0 2 0 0 ( FAX. (305) 593 -6592 0 M 0 .(7) c a 0 N v 1 B a> >8 °882 C" `' - -, u ) drawing no. W98 -01 DOOR HEIGHT 6" 24" MAX. / / / / / / / / / / / -7 PANEL WIDTH SINGLE DOOR OR SIDELITE 61 j� --24" i -MUWON ANCHORS AT SIDELITE tf11111) 6" 24" MAX. MTG. STILE ANCHORS DOOR HEIGHT 3" MIN. TYP. ANCHOR SPACING 1 1111 I) I -J MTG. STILE ANCHORS PANEL WIDTH PANEL WIDTH DOUBLE DOOR 3" MIN. TYP. ANCHOR SPACING 'IIIII) 1 (I III) I CA ga M g CLUSTER OF ANCHORS 3, 4, 5 OR 6 (3) 2 AT SIDELITE 1 AT DOOR (5) 3 AT SIDEUTE 2 AT DOOR SEE CHART FOR CAPACITY �. NOMINAL DIMS. DESIGN LOAD CAPACTY -PSF DIMS. DESIGN LOAD CAPACTY-PSF TYPE 'H' o NOMINAL TYPE 'B' & TYPE 'C' AT SS1 SILL / PANEL WIDTH \ PANEL WIDTH PANEL HEIGHT / / / / / / /' /1 \ \\ \ \ \ \ \ // CLUSTER OF 3 ANCHORS \i \ 6/8 / DS- 110.0 110.0 110.0 / \\ i \ \ -'r \� // 81.1 110.0 i 110.0 / 84.5 110.0 110.0 ♦\ 110.0 68.0 90.7 110.0 / 110.0 70.4 93.9 110.0 \ 110.0 58.6 78.1 110.0 / 110.0 60.4 80.5 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/0 -J MTG. STILE ANCHORS PANEL WIDTH PANEL WIDTH DOUBLE DOOR 3" MIN. TYP. ANCHOR SPACING 'IIIII) 1 (I III) I CA ga M g CLUSTER OF ANCHORS 3, 4, 5 OR 6 (3) 2 AT SIDELITE 1 AT DOOR (5) 3 AT SIDEUTE 2 AT DOOR SEE CHART FOR CAPACITY io DOOR HEIGHT I Q 1111111; PANEL WIDTH PANEL WIDTH PANEL IDTH PANEL WIDTH . o M ; g MULLION ANCHORS AT SIDELITES �. NOMINAL DIMS. DESIGN LOAD CAPACTY -PSF DIMS. DESIGN LOAD CAPACTY-PSF TYPE 'H' o NOMINAL TYPE 'B' & TYPE 'C' AT SS1 SILL TYPE 'C' AT 5 -0 & SS2 SILL PANEL WIDTH PANEL HEIGHT PANEL WIDTH PANEL HEIGHT / / / / / / CLUSTER OF 6 ANCHORS \ \\ \ \ \ \ \ CLUSTER OF 5 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS \\ 6/8 100.3 DS- 110.0 110.0 110.0 2/0 2/6 3/0 3/6 \\ \ \\ \ •) -'r \� // 81.1 110.0 i 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 io DOOR HEIGHT I Q 1111111; PANEL WIDTH PANEL WIDTH PANEL IDTH PANEL WIDTH . o M ; g MULLION ANCHORS AT SIDELITES MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL DIMS. DESIGN LOAD CAPACTY -PSF DIMS. DESIGN LOAD CAPACTY-PSF TYPE 'H' TYPE 'C' NOMINAL TYPE 'B' & TYPE 'C' AT SS1 SILL TYPE 'C' AT 5 -0 & SS2 SILL PANEL WIDTH PANEL HEIGHT PANEL WIDTH PANEL HEIGHT CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 6 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 5 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS 2/0 2/6 3/0 3/6 6/8 100.3 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 6/8 105.7 110.0 110.0 110.0 110.0 81.1 110.0 110.0 110.0 110.0 84.5 110.0 110.0 110.0 110.0 68.0 90.7 110.0 110.0 110.0 70.4 93.9 110.0 110.0 110.0 58.6 78.1 110.0 101.3 110.0 60.4 80.5 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/0 95.6 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/0 100.7 110.0 110.0 110.0 110.0 77.2 103.0 110.0 110.0 110.0 80.5 107.4 110.0 110.0 110.0 64.8 86.4 110.0 110.0 110.0 67.1 89.5 110.0 110.0 110.0 55.8 74.4 110.0 96.5 110.0 57.5 76.7 110.0 108.0 110.0 2/0 2/6 3/0 3/6 7/6 89.3 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/6 94.0 110.0 110.0 110.0 110.0 72.1 96.2 110.0 110.0 110.0 75.2 100.3 110.0 110.0 110.0 60.5 80.7 110.0 104.6 110.0 62.7 83.6 110.0 110.0 110.0 52.1 69.5 104.3 90.1 110.0 53.7 71.6 107.4 100.9 110.0 2/0 2/6 3/0 3/6 8/0 83.7 111.6 110.0 110.0 110.0 2/0 2/6 3/0 3/6 8/0 88.2 110.0 110.0 110.0 110.0 67.7 90.2 110.0 110.0 110.0 70.5 94.1 110.0 110.0 110.0 56.8 75.7 110.0 98.1 110.0 58.8 78.4 110.0 110.0 110.0 48.9 65.2 97.8 84.5 107.8 50.4 67.2 100.8 94.6 110.0 2/0 2/6 3/0 3/6 8/6 78.8 105.1 110.0 110.0 110.0 2/0 2/6 3/0 3/6 8/6 83.0 110.0 110.0 110.0 110.0 63.7 84.9 110.0 110.0 110.0 66.4 88.6 110.0 110.0 110.0 53.5 71.3 106.9 92.4 110.0 55.4 73.8 110.0 103.9 110.0 46.0 61.4 92.1 79.6 101.5 47.4 63.3 94.9 89.1 110.0 2/0 2/6 3/0 9/0 74.5 99.3 110.0 110.0 110.0 2/0 2/6 3/0 9/0 78.5 104.6 110.0 110.0 110.0 60.2 80.3 110.0 104.0 110.0 62.8 83.7 110.0 110.0 110.0 50.5 67.3 110.0 87.3 110.0 52.3 69.7 104.6 98.2 110.0 2/0 2/6 3/0 9/6 70.6 94.1 110.0 110.0 110.0 2/0 2/6 3/0 9/6 74.4 99.1 110.0 110.0 110.0 57.0 76.1 110.0 98.6 110.0 59.5 79.3 110.0 110.0 110.0 47.9 63.8 95.7 82.7 105.6 49.6 66.1 99.1 93.1 110.0 2/0 2/6 3/0 10/0 67.1 89.4 110.0 110.0 110.0 2/0 2/6 3/0 10/0 70.7 94.2 110.0 110.0 110.0 54.2 72.3 108.4 93.7 110.0 56.5 75.4 110.0 106.1 110.0 45.5 60.6 91.0 78.6 100.3 47.1 62.8 94.2 88.4 110.0 ANCHORS: TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy' 155 Ks1) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE 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. TYPE 'C'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI. Fy @155 KSI) DIRECTLY INTO CONCRETE 1 -3/4" MIN. EMBED INTO CONC. .EDGE DISTANCES INTO CONCRETE = 2 -1/2" MIN. CONCRETE f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK f'm = 2000 PSI MIN. TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT 6" FROM CORNERS MAX. SPACING 24" O.C. AT HEAD Sc SILL. -AT HEAD -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: JAM AHMAD CML FLA. PE # 70592 C.A.N. 3538 EMAso siatitzwall Woe swirINISM Awe 034"9 t Z h o N IL O O o o3 o 0 OR g o L< 000 COMP - ANL \W98 -01CG) 1n 0! 0 0 WINDOWS & Ca 0 T z 0 0 0 FAX. (305) 593 -6592 rn w 0, c 0 0 0. n 0 a .0 m 0 a 0 4 fJ 0) O I 0 0 4.1 c 0 p ay' t 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. ( S2) RESIDENTIAL SADDLE SILL CORNER CONSTRUCTION INTERIOR #12 SCREWS 3/ END PANEL CORNER DETAIL (SO) STD. SILL CORNER DETAIL 2 X 2 X 1/4" ALUM ANGLE #12 SCREWS 2/ LEG EXTERIOR INTERIOR (SS1) ADA SILL CORNER DETAIL 2 X 2 X 1/4" ALUM ANGLE #12 SCREWS 2/ LEG EXTERIOR l'•MQ; VCT =vow _ft‘bm with the PIGA% Code lieehoseme fie /2-00e•03 ailie-84I1 Sza /l INTERIOR ADA SILL 0 MULLION Engr: JAVAD AMMAD CML FLA PE # 538 70592 C.A.N. 3 0 e v ~o 2 .0 ate+ a c 0 0 1 c drawing no. W98 -01 sheet 7.1 of 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: 4 \ Zd ECEgVE j1UL)1 8 71 FBC 20 LO Permit No. WS -\ 2_-I0- 221 S° Master Permit No.'= ROOFING City: Miami Shores County: Miami Dade Zip: 33 L 38 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 5-t\-032R--S �L4 2 � � CO3tia Phone#: 3C) S Cn GCo° Address: M IA- City: \-)\\ •K-1.3.■.‘ V311k51. State: ( M zip: 3 3 \ 3> Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name:"--A- CO1-�{ -�i.1\ t* N1C.= Phone #: abs- 2SZp - (o(o(q (a Address: 0 .3 1 S J \Q-9 City: M\ I State: 't" (1-a 1 PC Zip: 33 \ '-1(4 Qualifier Name: ----.°'1/41c-t4 T. 0NS t' -2 Phone#: State ertiication or Registration #: .0 . C -l! - 2 Cernficate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: . (ice 0 QA-. E-2- Phone #: '7 S ' �`�1' `‘`-k © ti V , Y t ,or © tioti'`ofWwk ,sw >�C Square ine ageofWok - tion (=New C]Ftepr9ililace C l°� 5��� o;;;;#4;,) 0,4 t'� ��' '* 'W yae'd .➢ i Demolition Color thru tile: ********* ***** *** *= *** * ** **** * *** **** *** ************** ** *>** ***** * **** * **** * * ******** Submittal Fee $ Permit Fee $ `y 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, WEi.i,S, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Sig Owner or Agent The foregoing instrument was acknowledged before j me this tl � day of J`d1 , 20 12—, by IDS 1-6A CO' who is personally known to me or who ha roducel D. who is °A"1 (r i D® ® s idhrlfification and who did take an oath. NOTARY PUBLIC: rd Contractor g instrument was acknowle 20 by by or who has produced 1 entification and who did take an oath. Sign: MPA _PI .11 !FAME M I RIMP1461 e1. Print: _, Ft.'. t %7>R' tt;, ubiie - Y_ old j My Comm. Expires May My Commissi, ,7 Commission # DD 855424 tl, * * * * * * * * * * * * * * * * * * ** APPROVED BY this Att( NOTARY PUBLIC: Sign: Print: My Com ■ My Comm. 3'r' es ay 1 s: Commission • DO 855424 *** **: x** ** **** x: ********* * *:x******** ****** ********** ****wax * *: * * * :* *****m**+x******** Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk Miami Shores V,iiage 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. lnr S -1210 — Z2. Owner's Name (Fee Simple Title Holder): SitVfg Pt1't?A "i"\ST Col'bo Phone #: 305-151-1 06) ci Owner's.Address: 1'5" City: t■ \ f L State : n Zip Code: 33 t' Job Address (Of where work is being done): cA „Z° tsL € CIF tk.s. City: Miami Shores State: Florida Zip Code: 3 31 Contractor's Company Name: " c R of R. $ 1 aG Phone #: S --2- " (o o occ, Address: 01‘c--- City: MV-Prit-\i State: Y1 (1(1-4ZA. Zip Code: 33x-1 Cu Qualifier's Name : 36.40 T D »-S 2-r' Lic. Number: Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work: C �R- 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. P ` Signature ' -� ' Signatu owner or Agent The foregoing instru ent was aknowledged before me Th this I1 day of �2d ,by cal Ds T 16.Ve %this Who is personally known to me or who has produced° Contractor or Architect trument was aknowledged befor: me 20I Zby .b ,,:4 77 N who has produced L,-4 1 Q _I yII i14' I i 0' W ® G °-0 ide ntification. as indentification. Notary P •;ic: Sign: Seal: MARIA M. SOUS Notary Public - State of Honda , 1 My Comm. Expires May 17, 2013 Commission # OD 885424 Notary Pu • Iic: Sign: Seal: LL 1 i�J kk. YI •7 MARIA M. SOUS - . Notary Public - State of Ftortda My Comm. Expires May 17, 2013 Commission # DD 885424 Tfhe Stores ?Gaza Fast Condominium association, Inc. 745 North East 914 Street Miami Shores, FL 33138 305- 759 -9089 - Voice/Fax jheSPECAInc@comcast.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. Illtllll1�11�1!`.1!{Ilffl {111► 111111)111111 111111111111114 ot-Li -bUS-9 s St, kLr.f :32 a M i0 Q1 8 Nf ©3553�lt7Ci1# SV 3- 12V213i1I130 ION ZI /SZf90 030N3S Ql N2l.tI L 3 04 3Ci OEI 3IXIN I I -Cb61 1,0000 ZI IEEE lA(IddIW 39111SOd .s.n (4 e \ 3000 \ocivAc-wiN \tvg)9.1k \trvuStz,l)s)a )) 0001 09LL 0612 '.uuu u �n s�cz��s���� W111dW 1131:11.1E133 _ - - - -- -- _- -- --- 3N11 031100 1K 0103'SS3ti00d NF4fll3li 3H130 11401111 3H1 O1 3d013AN3 i0 dO11d 113)4011S 3OVid 33111N3S 191SOd SB191S 102i101 AI 8E 1 LE 1:1 tagRIS PAWW z +Spi6 lse3 431ONSVL .916 varipppoppfrt iterponarpNO m g vivid v COMPLETE THIS SECTION `Oomplete items 1, 2, and 3. Asa comp item 4;if Restricted Delivery is desired. Print your name: and address on the reverse so that we can return the card to you. Attach this cardto the back of the mailpiece, or on the front if space permits. COMPLETE THIS SECTION ON DELIVERY to: ‘01.4‘ tvfittAs 11 0 5) 'l \' 3( Signature X S. Received by (Printed Name) D Agent 1 0 Addressee i C. Date of Delivery 1' I D. Is delivery addmss different from item 1? 17 Yes if YES, enter delivery address Flow: 0 No 3. Service Certifies l 13 Express Mao CI Registered 0 Return Receipt for Merchandise D Insured Mall II C.O.D. 4. Restricted Delivery? (Extra Fee) C1 Yes 2. Article Number 7009 3410 0001 9987 7760 (Tiansferfrom st PS Form 3811, Febrt#ary 2004 Damsetio Return Receipt 102895 -02 -M -15491 ?fie Shores PCaza East Condominium Association, Inc. 745 North East 91d Street Miami Shores, FL 33138 305- 789 -9069 - Voice/Fax TheSPECAlno@.aomcast.net- E-Mail October 15, 2011 Norman Bruhn (CBO) Building Director Miami Shores Building Dept. 10050 NE 2'd Ave Miami Shores, FL 33138 Re: Permit Number WS -12 -10 -2215 For Address: 9120 NE 8 Avet: Bldg. G Miami Shores, FL 33138 Permit Type: Windows/Shutters Expiration Date: 10/15/2011 Dear Mr Bruhn, OCT 172911 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 January 24, 2010 Miami Shores Village Building Department 10050 Northeast 2nd Avenue Miami Shores, FL 33138 Tel: (305) 795 -2204 RE: Permit #12 -10 -2191 717 NE 91st Street Miami Shores, Florida 33138 Dear Mr. Inspector: This letter is to confirm that hydraulic cement is ideal for use when filling the gap between an existing concrete precast sill/buck and the remaining space adjacent to the new window. This product for the following application is acceptable and I have no exception with its use when handled in accordance with the manufacturer's recommendation. Sincerely, Eduardo A. Suarez, PE License PE64759 i V U' v NO 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: 111111 I l I l 11111 11111 11111 Mil E CFN " '01 0iR0867944 OR Bk 27537 Ps 0053; (1ps) [;'Ei_:nRDEP, 12/29/9010 17,03:43 HARVEY RUVII' h CLERK. OF COURT MIAMI -DADE COUNTY: FLORIDA LAST PAGE STATE OF FLOP )A, COUNTY OF DADE l HEREBY CER IF • ihs 5l Tis isdR i py of the ur.ig ii( Q ?rt i;F ":3n .eD20 THE UNDERSIGNED hereby gives notice that improvements will be madV&5: i$rtair rer property, and in accordance with Chapter 713, Florida Statutes, the follovi iHlflrlfiO4ith(& is provided in this Notice of Commencement. Sy Spa above r erved for use of recording office Lg al scriptiorn,of roperty and str gt/address: 7�� i Uc I (� 1 SFr . % "ltt ll 'US i s�-)' /1 " 'j7hEfe'S, -- 4 ) 2. Description of improvement: 3. Owner(s) name and address:. � (3�� r 1 � �l� (fi r Gt iN►u S �..� air- Interest in property: 7 WE I rtej Name and address of fee simple titleholder: ''—e_ G-. ~Z... 4. Contractor's ame, address and phone number• s, 4-1 4.1 i' e.i -,, yam. 3 ib, 5. Surety: (Paymer bond required by owner from con ctor, if any) i\ DI Name, address and phone number: Amount of bond $ 6. Lender's name and address: S 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes.O'l 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 Own; cF ; w ' Aut o z Office •irec #or/Partner /Man r'" 4 Prepared By �t r''r Prepared By -- • Print Name t W ► `'0'�f4 Print Name -+ - Title /Office Title /Office ti4...•.- ,-.. i -?ll. 3 S1 •S'--ci` STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this ter -day of y ' l By Individually, or as 41 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 Ow er(s) o SYLVIA BAEZ '`. �: Commission DD 687047 er(s) s Authorizdd -ter/Director/Partner/Manager who i � v pines August 8, 2011 bAR u� bye i"?" By dd TM' Troy Faro Moro* 0040.7019 ... 128.01-52 PAGES �,o fe ; 11 is OE , �. sir 'alt. IJi-9` r-c(Sis :J rtJ` �' lrb IiS��'� S`�-y 1-11%).E. 314.14/^47 Dki g/itA -e., fitt:abt•t* Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name ee Simple Tit eho1, e'r)'��Iii0res P Address: ! N t �eeT City: { ` 1�/�tM "Srupt-e 5 State: J?i) g717F, Permit No. j3 0-99,15 Master Permit No. LA -1 1400 Ph a #� tdI b (41 Zip: / 13B Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: City: Folio/Parcel #: aezo NE s� NC,1.`.�,o Miami Shores County: Miami Dade Is the Building Historically Designated: Yes NO Zip: 55131 Flood Zone: CONTRACTOR: Company Name: i 1 Phone #: r2 ((PO— g �S i SIPS `"Yl- City: State: Zip: ^33-i V Qualifier Name: (6144---.; Phone #: 3'1(6'6 i'' 6- State Certification or egistratir /on #: 13 ( 1 q 61 it Certificate of Competency #: Contact Phone #: 4 (4, L, d "?C.- Email Address: DESIGNER: Architect/Engineer: Address: Phone #: — — q 'Lj CSI Value of Work for this Permit: $ ' On Square/Linear Footage of Work: Type of Work: Address teration ONew ORepair/Replace ❑Demolition Description of Work: — a' V :57‘ COLOR THROUGH ROOF TILE IS REQUIRED acknowle ' ged by: Submittal Fee $ So Permit Fee $ C76 0 °- CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ w 0 TOTAL FEE NOW DUE $ 1 Z 2. on Bonding Company's Name (if applicable) \14/ 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 e posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence .f such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature wner or Agent The for • ing instruffient was a Ri o leddd befprg me this day of ✓ _ 2011 , by who is personally known to r who has produced As identification and who did take an oath. Signature The for day of , 20 , by who is personally known to me or who has produce as identification and who di ' take an oath. Contractor ) g instrument was acknowledged before me this 2°'.0 NOTARY PUBLIC: My Commission Expires: APPROVED BY Yi ! j w J Jo���ZG �c1 My Commission Expires: Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) MIAMaCft4DE 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.buldinecodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to .have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series SH -700 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then . it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05- 1018.01 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07 -0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 PGT 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. (Submitted 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 08111/05, 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 er NOA No. 07 1-22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. E -3 uel ;� < P.E. Product Contr i r NOA No. 1. 1.22.06 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. 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE 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 SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER C. 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER E. 716' LAMI CONSISTING OF (1) UTE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER G. 13/18° LAMI 10: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/18° LAMI IG: (1) UTE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER L 13/16' LAMI IG: (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 10: (1) LITE OF 1/8° HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/18° ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L.13/16° LAMI 10: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) UTES OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 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 130002. 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 REOUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-1845, FTL -4846, FTL- 4847, FTL -4648, 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). NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 PRODUCT REVISED m oompi .ak>ra F9oHda Sadism Code Aaepemoo roo - l3_. .06 Drh ..� 2A11 R°.aas Fx Roo boa 11/1388 des 1/2408 Rea1s lbselase womws A CHANGE NOTES s It 7. ADD NOTE 8. ADD GLASS TYPE M TO NOTE 1. GLAZING OPTIONS ADD F 14723TONOTE7. *meat FJC Doke 8/7/D8 aemeer. J.J. rits 27 1070 TECHNOLOGY DRIVE NOKC 85. FL 34275 P.O. BOX 1828 NORMS, FL 84V4 SGT Nsi* Berner GENERAL NOTES 7- ALUM. SINGLE HUNG WINDOW, IMPACT eske NTS 1 a 11 4040-20 Robert L. Cla,k, P.E. PE #39712 Structural 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6116" NOM. 5/16" LAMINATED GLASS ® NOTE: LAMI 10 OUTBOARD LITES MAY BE UPGRADED TO 3/16° WITH NO CHANGE IN DESIGN PRESSURE. aEXTERIOR INTERIOR E> (ALL SECTIONS) 4f3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/18° LAMINATED 7/16" LAMINATED GLASS -"-- 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6/18" LAMINATED AIR SPACE 118" ANNEALED OR HEAT STRENGTHENED GLASS 13118' 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 AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI Robse Rend* FJC Orr Oem 11/1 Threkhzc Road Or FJC Date 1/24/09 RMArria ADD llEM92 TO5 !19LMBLO. mass IAAA) &LAM/toNO7E NO CHANGE7H1S SHEET Ds= Use FJC J.J. Dale 1070 TECHNOLOGY DRIVE NOKONQB, FL 34275 P.O.Etc%1520 NOKONIS, FL 34274 PST Visibly Better GLAZING DETAILS rr; ALUM. SINGLE HUNG WINDOW, IMPACT 709 Stair Full erre larva, 2 d 11 I 4040 -20 B Robert L Clerk, P.E. PE 839712 Slmahaal 1/1 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS WI HIGH SILL OPTION ® TABLE 1. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 63" 88" 88" 70" 72" 74" 78" 48" A,B,M ® +90.0 -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 50" 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 +79.0 -79.0 52" A,B,M A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 631/8" A,B,M A +80.0 -80.0 +80.0 -80.0 +79.8 79.8 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 UP TO 531/8" C,D,E,F,G,H,I,J,K,L +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 2. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 3/8" 44" 60 5/8" 63" 72" 74" 76" 48" A,B,M® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 50" A,B,MA +80.0 -80.0' +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 52" A,B,M® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -78.9 +70.0 -70.0 +88.8 -68.8 +87.8 -67.8 531/8" A,B,MA +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -88.0 +66.7 -88.7 +65.5 -65.5 UP TO 531/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION® BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH GLASS TYPE TABLE 3 WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH c 78" FLANGED AND 75" INTEGRAL FIN) 53 1/8" D,E,F,J,K,L 17 1/8" I 22 11/18" BO.o � -60.0 +60.0 � �. + 0 28 3/16" I 33 3/4" 1 -80.0 +80.0 I -80.0 39 5116" 44 13/16" 50 3/8" 5515/16" .0 +70.0 1 -70.0 +70.0 -70.0 +70.0 1 -70.0 +70.0 1 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/18" LAMI - (1/8"A,.090,1/8 "A) F1L-4647, 4648, 4723, 4957 B. 5/16" LAMI - (118"A,.090,1/8"HS) FTL-4647, 4848 C. 5/18" LAMI - (118"HS,.090,1 /8"HS) FR.-4647, 4848 D. 7/16" LAMI - (3/16"A,.090, 3/18"A) FTL -4645, 4885 E. 7/16" LAMI - (3/16"A,.090, 3/18"HS) FTL -4845 F. 7/16" LAMI - (3/161HS,.090, 3118"HS) FTL -4645 G. 13116" LAMI IG - 1/81-IS, AIR SPACE, 5/18" LAMI - (1/8"A,.090,1/8"A) FTL -4648, 4723 H. 13/18" LAMI 10 - 1 /8 "HS, AIR SPACE, 5/16" LAMI - (1 /8"A,.090,1 /8"HS) FTL-4618 I. 13/18" LAMI IG - 1/8"HS, AIR SPACE, 5116" LAMI - (1/8"HS,.090,118"HS) F tL -4648 J. 13/16" LAMI 1G - 1/8"HS, AIR SPACE, 7/16" LAMI - (3116"A,.090, 3/16"A) FTL- 4649, 4650 K. 13118" LAMI 10 - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/18"A,.090, 3116"HS) FTL-4849, 4850, 4968 L 13/16" LAMI K3 - 1/8"HS, AIR SPACE, 7/18" LAMI- (3/16"HS,.090, 3/16"I-IS) FTL- 4649, 4650 M. 13/16" LAMI 1G - 1/8"A, AIR SPACE, 5/16" LAMI - (1/8"A,.090, 1/8"A), F1L-5063 "0" MEETING RAIL °X" S SH HT, . "0" MEETING RAIL X" W HT. "O" MEETING RAIL 0,3 NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING? FROM THE FLANGED TIP - TO-TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 125/8" MINIMUM TO 38" MAXIMUM.A S�TH MINUS. SASH HT �H Rawl er a m Rabb= floral� are FK 11H3108 UPDATE' TOASTNEWWI REMOVE STD YEW SASH HT REF, TABLE 2107O TECHNOLOGY MINE B REVISED CUSTOM FORMAT OP& ADD IYT.FIAL UPDATE TEST NOS NOKOMS.Fl.342m Nand* are Web= FJC 124108 A ADD FTL47723TO GLASS TYPES A AND G. Dewey was oamaex arc FJ( BIM JAL 123/87 P.O. SOX ROM NOKOMIS. FL 34274 e G� Vi tb{7 Better DESIGN PRESSURES les ALUM. SINGLE HUNG WINDOW, IMPACT SNA2T law 3 d 11 argpt 400-20 4/4 Robert L Clerk, P.E. PE #8712 Structural SE Ti SE Ti (h SEE DLO TABLE 1 SEE DLO TABLE DETAIL A 1/1 B O DETAIL 531/8° MAX. FLA 49 5/8" MAX. FIXED rDLO (ALL) 521/8° MAX. LF.1 D DLO 1BLE L 2 j 1 75' I.F. D� HEI HT AM FLAN( HEI X j DLO 1BLE IAX.) L 38 MAX. SASH HEI /1B" HT 40 7/8" D 48 1/4" MAX. 1- -timrr nt n fAl l\� SEE DLO TABLE 1 SEE DLO TABLE DETAIL A 1/1 B O DETAIL 75" I.F. HEIGHT MAX. 76" FLAN HER X , A 20' SASH HEIGHT 343116" B 3 DETAIL D VIEW (CUSTOM SASH) GED WIDTHA 7DTH ED GED 3HT TA SEE DLO TABLE j 1 75" MAX. A I.F. HEI HT SEE DLO TABLE L X 75" MAX. I.F. HEIGHT ® MAX. 78' FLANGED HEIGHT SEE DLO ® TABLE 76' MAX. FLANGED HEI HT DETAIL B VIEW (STANDARD SASH) E SEE DLO TABLE SEE DLO TABLE 1 75" MAX. I.F. HEI HT MAX. ® FLANGED HEI HT 20° SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. A SEE DLO TABLE DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 343116" B 41 5/8" 411/4" C 41 1/4" 40 7/8" D 52 5/8" 52 11/16" E 521/4" 52 5116" SASH LOW HIGH DETAIL 8111 SILL A 34 1/2" 34 3/16" B 27 7/16" 271/8" C 27 7/16° 271/8" D 163/8" 153/4" E 163/8" 153/4" TABLE 5. .b' 201/ retorter urs Read* FJG Dor 1111386 ilmOtor 1/24!09 9/1108 Rsotithac A a.eddex JJ. ADD INTEGRALF6N(LF.)VERS/ON CHG. NO7E3 ADD NOTE 4. NO CHANGE THIS SHEET 2/13107 1078 TECHNOLOGY DIME NOKOM IS, FL 34276 P.O. 971628 NOKOMIS, FL34274 VXdbty Betar ELEVATIONS nor ALUM. SINGLE HUNG WINDOW, IMPACT taktralait 9H7W effle NTS 4 d 11 Omotql..4040 -20 Robert L Clark, P.E. PE #39712 Structural 1--- 2.784 ° —►{ INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6° FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING NOTE: BALANCE PARTS USED A BASED ON SASH WEIGHT 9,10,11,15,16) MAX HEIGHT MAX. FIXED LITE DAYLIGHT OPENING 2.710° MAX FIXED LITE DAYLIGHT OPENING MAX WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS INSID\ OUTSIDE MAX VENT DAYLIGHT OPENING HIGH SILL LOW SILL HEAD OUTSIDE I.F. FRAME 2.330° (LOW SILL) SEE NOTE ABOVE ReadBx Pax SECTION B-B (LOW SILL SHOWN) Askew ULTRALIFT ONLY 2.94 (HIGH SILL) OUTSIDE o kir O Iftwel FJC LWa 11/13A18 Rrekkat 8 ADD I.F. SECTIONS 81 2b4TEHAL COMPONENTS Rend* FJC Oak 1414/00 A NO CHANGE THIS SHEET LWOW FJC oats 8/1/05 Card°d6,e J.I. this 7/2307 ALTERNATE HIGH SILL 1070iEC1i40LOGYDRIVE NOK0108. FL 34275 P.0. 139X 1620 NORMS, FL 94274 Pc �T ViJbb Better ULTRALIFT ONLY SECTIONS 7- PRODLCT REM O) smpl}3sg with die PIsrM6 Voldbrg Code pg Di ' t / � 0444. Atteptance No 201! SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) ALUM. SINGLE HUNG WINDOW, IMPACT amasae SH700 even HBi ae.e 5 d 11 4040 -20 Robert L dark, P.E. PE 539712 Structural ITEM IRIVG.# DESCRIPTION P137# 1 4002A FLANGE FRAME HEAD 612225 2 1155 #8 X1.000 QUAD PN.SMS 781P0A 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1826 8 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 812244 8 4025 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/8 ", 5/8 ", OR 11/16" 10 1080 BALANCE COVER, 3/8" OR 5/8" 6BALCVR916 11 C. GLASS, 5 /16" LAM, (1/6"HS,.090 PVB,1J81-IS) #8 X.750 PH. PN. SMS 7834M 12 E. GLASS, 7 /16° LAM, (1 /6A,.090 PVB,1 /8"HS) BALANCE BOTTOM BRACKET 7BALTBKT 13 1085/1086 SASH TOP GUIDE 42504 15 L GLASS, 13/16" LAM IG; 1/8"HS, AIR SPACE, 5 /16" LAM, (1/8146.090 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 84053 18 4029 -1 SASH BRACKET 7ULBRKT 19 58-32 X112" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 64054C 23 4008C SASH TOP RAIL 84008 25 1235 WSTP.,.170 X 270 BACK, FIN SEAL 67S1813 26 1096 SWEEP LATCH 71096 27 1016 #8 X.625 PH. FL. SM S 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1228 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAL 612231 34 1288 SASH FACE GUIDE 42501 35 1822 LAM SETTING BLOCK 3/32" X25/64" X 1" 716221( 36 1052 LAW 1G SETTING BLOCK 1 "X3/4" X 1 /18" 710521( 37 1224 VINYL GLAZ BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ BEAD BULB (THIN) ' 8TP2481( 41 4039B GLAZING BEAD, 5/16 LAM GLASS. 64039B 42 40448 GLAZING BEAD, 6/16 LAMI W/GRILL KIT 644703 44 4222A GLAZING BEAD, 7 /18° LAM 64222 45 986C GLAZING BEAD, 7/16" LAM W/GRILL KIT 6985 46 4067 GLAZING BEAD, 13 /16" LAM I.G. 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A MANE, I.F. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 40748 FRAME, I.F.JAMB 84074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 61014 56 1630 SCREEN CORNER KEYS/WRINGS 71830 57 1631 SCREEN CORNER KEY W /OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE - .135 DIA FOAM 61624K l* Dar Roam. m 8. Oft ADD LP. FRAME NEWS 47 ,4A49 AND 50. UPGRADE ITEM 21. FJC 11/1398 S ADD IMO 9Z ONG. DESCRIPTION HEM 7,9313 rwsdb} Dote Colds FJC 1 ?488 A NO CHANGE THIS SET &ewe. c`ec r6.d.dbx me FJC 911105 JJ. 2/23107 A 1070 TECHNOLOGY DRIVE NOK0698 FL 34275 P.O. WA 1529 NOKOMI8, FL 34274 ITEM DWG.# DE3CRIPTWN P0715 60 1635 SCREEN SPLINE -.135 DIA HARD 61635K 61 SCREEN CLOTH 61816 83 505 GLAZING CHANNEL (.688X.500) 8533402 64 1161 #8 X1.000 PH, BUGLE TEK 708X1 67 GLAZING TAPE, 1 /16X12 -7/16 LAM 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS 5 /16" LAM, (118 "A,.090 PV8,1/6 A) 81 B. GLASS, 5/16" LAM, (1/8"A.090 PVB,1/8"HS) 82 C. GLASS, 5 /16" LAM, (1/6"HS,.090 PVB,1J81-IS) 83 D. GLASS, 7/16" LAM, (1/8°A.090 Mel /6"A) 84 E. GLASS, 7 /16° LAM, (1 /6A,.090 PVB,1 /8"HS) 85 F. GLASS, 7/16" LAM, (1/8"HS,.090 PV13,1/8"HS) 88 G. GLASS, 13/113" LAM IG;1/8"HS, AIR SPACE, 5 /18" LAM, (1/8"A,.090 PVB,118"A) 87 H. GLASS, 13/16" LAM 1 ;1/8"HS, AIR SPACE, 5/16" LAM, (1/8"A.090 PVB,1 /61HS) 88 L GLASS, 13/16" LAM IG; 1/8"HS, AIR SPACE, 5 /16" LAM, (1/8146.090 PVB,1/8"HS) 89 J. GLASS, 13 /16" LAM IG;1/8°HS, AR SPACE, 7 /16" LAM, (3/16"A,.090 PVB,3/16"A) 90 K. GLASS, 13/16" LAM IG; 1 /8"HS, AR SPACE, 7/16" LAW, (3/16 "A.090 PVB,3116"HS) 91 L. GLASS, 1N16" LAM 10;1/8"HS, AR SPACE, 7 /16° LAM, (3/18"HS,.090 PVB,3 /18"HS) 92 ML GLASS, 13/16" LAM 10; 1/8"A AR SPACE, 5/18" LAM, (1/8 A,.090 PVB,1/8"A) 2.784 1. 47 FRAME, I.F. HEAD #4071A, 6063-T6 FRAME, .F. LOW SILL #4072A,6083 -T8 50 FRAME, I.F. JAMB 49 FRAME, .F. HIGH SILL ® #4074B, 6063 -T6 ® #4073A, 8083 46 (USED AS RADIUS TOP HEAD) Pr ;T: Visibly Eatter PARTS LIST 7- ALUM. SINGLE HUNG WINDOW, IMPACT lbelmolbit NTSJ B 11 um ao><. 4040 -20 8 Robert L aura, P.6. PE 939712 Structural {-.-- 2.784 1.1 O FLANGE FRAME HEAD #4002A,6063 -T6 .062 6 FLANGE FRAME JAMB #4004, 8063-T5 (USED AS RADIUS TOP HEAD) 21 FIXED MEETING RAIL #4054A, 6063HD -TB® 3.448 Imo-- 2.784 --I O FLANGE FRAME SILL (LoW) #4003C, 6083-76 —'-jF—'062 11.490 1-1.451-4 -t- O SASH STOP #4025, 6083 -T5 �- 2.279 VIP- -7 an 1.707 .082 1+- 1.513 - -I I 738 17 SASH STOP COVER #4053, 6063-T5 I.F. FRAME 6 or 50 SEALANT OR GASKET AT HEAD AND SILL SEALANT ALONG ENTIRE JOINT II� I.F. FRAMEQ i �ll �IIII WELD ALONG SCREW BOSS (2) VIEW D -D VIEW E -E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) #4006C, 6063HS -T6 #4007, 6063 -T5 2.948 I+- 2.784 --►{ 68 FLANGE FRAME SILL (HIGH) #4050A, 6083-T6 68 SASH BOTTOM RAIL (HIGH) #4051A, 6063-T5 --►I 1.165 1.349 J 31 SASH SIDE RAIL 44008,5053 45 050 1. .678 toes-4--IT O GLAZING BEAD 7/16" #4222,6083 -T5 .050 —► .678 1.115 1 {T 45 GLAZING BEAD, 7/16" #985C, 6083-T5 (USED WI GRILL KIT) .678 1.096- tom 17 41 GLAZING BEAD, 5/16° #4039B,6063 -T6 050 1.096 -1- -- 1 j GLAZING BEAD, 5/16" #4044B, 8083-T5 (USED W/ GRILL KIT) .683 II 050 �r 1.097 GLAZING BEAD, 13/16" IG #4067, 6063-T5 Rower as Roardibe F.K tea: FIG Oats 11113/03 Rerakor 8 1/24108 Rsdkos A UPDA7E FRAME CORNER ASSEMBLY TO INCLUDE IJ AND UPGRADE 11E3121 ALLOY. OnsBN FJC 871A15 oanind0< NO CHANGE THIS SHEET J.J. 223107 1070'TECHNOLOGY DRIVE N0903W8, FL 34270 PA. BQX 1152B NOKOMIS, FL 34274 PGT WLI*Better EXTRUSIONS & FRAME CORNER DETAIL aye ALUM. SINGLE HUNG WINDOW, IMPACT 21700 awls ISloot Half I 7 a 11 Ormigtia Robert L Clerk. P.E. PE #39712 Sbuchual ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE:. --Z FOR 111 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 a tN 0NZ 0 UU3 U .-zrN p O 0 NZ UU 0 ,-.zN 0 ONZ 0 o 0 z3 V 0 ONZ 3 0 O 0 'zaONZ O 0 3 0 O 0 'OttV U 0 ONZ 0 00 0 -6"3 0 ON6 0 00 0 'Zti p ONZ 0 0 U Hz 0 WINDOW WIDTH GLASS TYPE 19.126 C,D,E,F,G, H,I,J,K,L 1 1.2 1 1.1 1 1 1 1 1 2 1 1 1 1 1.2 1 2;2 1 12 1 2.2 1 2 2 1 22 1 2 2 1 2 2 1 2 2 1 2 2 1 2,2 1 2.2 1 2.2 1 2 2 1 2 2 1 2 2.2 1 3 1 2 2 1 3,3 ABM 1 121;11.1121,112221222222222222 1 1 1 1 1 1 1 1 1 1 1 1 1 '2222222222222222:32'233 1 1 1 1 1 1 1 1 1 1 24.000 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1 1 1 112 1 1.2 1 1 2 1 1 2 1 2 2 1 1 2 1 2 2 1 2.2 1 2 2 1 2 2 1 2 2 1 2! 2 1 2 2 1 2 3 1 2 :2 1 2 2 1 2: 3 1 2 2 1 2 3 1 3 3 1 2'2 1 3'3 ABM 1 1 2 1 1 1 1 1 2 1 1 2 1 1.2 1 1;2 1 2 2 1 1 2 1 2 2 1 2 2 1 2.2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 3 1 2,2 1 2,2 1 2 3 1 2;2 1 2 3 1 3 3 1 2 2 1 3:3 32.000 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 1 2 3 1 2 2 1 2 3 1 2' 3 1 2 2 1 213 2 3.3 1 2 2 1 3 3 2 3 4 1 3 2 1 3 3 2 3 4 1 3 3 1 4 4 AB,M 1 12122. 1 1 223122. 1 1 1 2231; 1 1 2232322232 1 1 1 1 1 ,3222333223;3343,233343344 1 1 1 1 1 1 1 1 1 1 1 37.000 C,D,E,F,G, H, I, J, K, L 1 2.2 1 1 2 1 2 2 1 2 3 1 1 2 1 2 3 2 2 3 1 2 2 1 2 3 2 2 3 1 2 2 2 2 3 2 2 3 1 2 3 2 2 3 2 3 4 1 2 3 2 3 , 3 2 3 4 1 3 3 2 3 4 2 3 5 1 3 3 2 4 4 A B,M 1 22122223122323222. 1 1 1 1 1 2 1 1 32322232 2 1 2 2 ;3232334233.33,433343.53344 1 2 2 1 2 2 1 2 2 1 2 40.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 3 4 2 4 5 2 3 3 2 4 4 2 2 A B,M 2 2 1 2 2 2 2 2 2.3 2 2.2 2 2 3 2 2 3 2 2 2 2 2 3 2 2 3 2 2:3 2 2 3 2 2 4 2 2 3 2 3 3 2 3.4 2 2.3 2 3 4 2 3 5 2 3,3 2 3 4 2 4 5 2 3 3 2 4 4 2 2 44.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2.3 2 2 3 2 2 2 2 3 3 2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 : 3 2 3 4 2 2 3 2 3' 4 2 3 5 2 3 3 2 3 4 2 4 5 2 3 4 2 4, 5 2 2 A B,M 2 2 2 2 2 2 `.32322332.42.33334233334233 2 2 2 2 2 2 2 2 2 2 2 2 .43.53;334463445 2 2 2 2 2 2 22222223222 48.000 PSF 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 4 2 2 3 2 3, 3 2 3 4 2 2 3 2 3 4 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 3l:4 3 3 i 5 2 3; 3 2 4 5 3 4 6 2 3.4 2 5.5 212 A B,M 2 2 2,2 2 2 3 2 2 2 2 2 3 2 3 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 3 4 3 3 5 2 3 3 2 4 5 3 4 8 2 3 4 2 5 5 5.5 2-1-2- 2 iii 53.125 PSF 72 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2.2 2 2 3 2 3,4 2 2.3 2 3; 4 2 3 4 2 2 3 2 3 4 3 3.4 2 3:3 2 3 4 3 3 5 2 3 3 2 4 4 3 4 6 2 3 4 3 4 5 3 416 2 3 4 3 5,6 -2-12- 2 2 2 2 3 AS 2 2 2 2 2 2 2 2;2 2 2 3 2 3:4.2,3 2 2 3;4 2 3 4 2 2 3 2 3,4 3 3j4 2 3.3 2 3,4 3 3 5 2 3 3 2 4 4 3 4;5 2 3;3 2 .4 .5 3 4:6 2 3,4 3 4;5 2 2 2 2 213 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 DIMENSIONS. HEAD - 181/2' MAX. FROM TOP CORNERS JAMBS - 171/2' MAX. FROM TOP CORNERS 15' MAX FROM BOTTOM CORNERS 6" MAX BELOW MTG. RAIL ® SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4.ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 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 KEY: MAX. PSF (DP UNITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 2 3 trt ReadEg tift WOE ANCHORAGE TABLEAND FJC 11/7308 8 ADD DP MAX WHERE ANCHOR Q7Y18 RESTRICTED BY SIZE. r rA: of r FJC 124/08 A NO CHANGE THIS SHEET Dam* Oft etdaleGB,: eels FJC 72203 J.J. 223/07 1070 TECHNOLOGY DIVE NOX0408, FL 34278 P.O. BQX 1828 taxoras,FL34274 GT Visibly Betaer ANCHORAGE SPACING, 1/1 WINDOWS 7- ALUM. SINGLE HUNG WINDOW, IMPACT NTS se.e 8 d 11 a.sWeu40440 -20 8 Robed L Clerk, P.E. PE#39712 Sbudurai ANCHOR SUBSTRATE: ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLES. WINDOW HEIGHT 29.855 37.155 44.655 52.155 59.655 87.155 74.655 76.000 TYPE - -0 0 0 ❑ 0 0 0 0 0 O 0 0 ❑ 0 c) ❑ U U ❑ t) U ❑ 0 0 WINDOW GLASS i30N0-ONONO D$ -Oc MONO'' ONONO`- 'O�iONO- ONONO- OciONOPONONp` -'O WIDTH TYPE U U 0 0 0 U 5 0 0 5 0 0 3 0 0 5 0 U s 0 0 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.125 ,I,J,K■ 1 1 1 1 1 1 2 2 2 1 2'2 2 2 2 . 1 2 2 2 2 212 2.2 2 2 2.2 2.2 2.2 2 2 2 2 3: 2 2 2 3 2 3 2 2 2 3.2 A,B,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 ' . 1 1 1 1 1 2 2 2 1 2:2 2 2 2 1 2:2 2 2 2.2 2 2 2 ; 2 2.2 2 2 2;2 22 2 2 3,2 2 2 3 2 3 :2 2.2 3.2 PSF 79 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,1,1,K,L 111 1 1 1 1 2 2 1 1 222',22:22 22;22 2222 222323 2 2 2 3 2 3 2 2 23232223 2 A,,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 11111112211222222222222222 :2223 :23222323222323222312 PSF 88 77 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 32,000 H,I,J,K,L 11 1 1 1 111 2: 2 2: 2 2 2 2 3 2 2 2.2 3 3 2 2 3.3 3 3 3 2 3,3 3.3 2 2 3 3 4 3 312 4 3 4 3 3 2 4 3 ABM 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1-11 2,2 2 2 2 2 2.32 2 2'2 3 3 2 2 3 3 3 3 3 2 3,3 3.3 2 2 3 3 4 3 3 2 4 3 4.3 3 2.4 3 PSF 59 67 79 C,D,E,F,G, 1_ 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37,000 H,I,J,K,L 1 1 1 1 1 1 1 212 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 . 3 4 3 3 2 4 3 4 4 3 2 4 3 ABM 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1111111121 22222232223332233333343333233433243443243 PSF 54 79 62 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 111 111 111 212 2 2 2,2 2 3 2 2 3 3 3 3 2 2 3 3 4'3 3 3 4 3 3 3 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 3 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111 1.11 111 212 2 2 2;2 2,3 2'2 3 3 3 3 2 2 3 3 4 3 3:3 4 3 3 3 3.3 4,3 4 4 3 3 4,3 4:4 3 3 5 3 PSF 49 79 58 79 79 aa.000 C,D,E,F,G, H,I,J,K,L 2 1 1 1 2 1 1 1 2 1 { 1 2 2 f 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 2 3 4 2 2 3 2 3 3 2 4 4 2 3 . 3 2 4 3 2 4 4 2 3 3 2 4 . 3 2 4 4 2 3 3 2 4 ' 3 2 4 4 2 3 3 5 4 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111 111 111 212 2 2 412 313 2 2 3.3 3 4 2,3 3 3 4.4 3 3 4 3 4 4 3 3 4 3 4 :4 3 3 4i3 4 4 3 3 5 4 PSF 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000 1-11,J,K,L 1 1 1 1 � 1 1 1 1 212 2'.2 212 3 1 3 2 2 3 : 3 3 4 3 3 3 3 4;4 3 3 4 4 4 4 3 :3 4.4 4 :4 4'3 5 4 4.4 4,3 5:4 AB,M 2 2 2 2 2∎ 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 111 111 111 212 2:2 212 313 2: 2 3 3 3 :4 3 3 313 414 3 3 4:4 4 4 3:3 4 4 4i4 4.3 5.4 4 4 4 3 5:4 PSF 41 67 46 87 76 79 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 53.125 H,I,J,K,L 111 1 1 1 1 1 1 212 2 2 212 313 3 3 3 , 3 4 4 3 3 4`4 4 4 3 3 4 :4 4: 4 3 3 4' 4 515 4 3 5 4 5 5 4 3 5:4 ABM 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 1 1 1 111 1 1 1 212 2,2 212 313 3 3 313 4'4 3:3 4 4 4 4 3 3 4 4 4:4 3,3 4,4 5 4 4 3 5,4 5 4 4:3 5•4 RfflildOF are REVISE ANCHORAGE TABLE AND NOTES. W70TECHNOLOGYDRNE FJC 11113/08 8 ADD OP MAX INHERE ANCHOR QTYI RESTRICTED BYSEE NOKOMIS,FI.s42m are 1/2488 Fowler F.K Pordsbrox NO CHANGE 7H18SHEET &wa ak FJG 712908 am.eay JJ. T/23r07 P.0.1160( 1629 NOKOM!B, FL 9404 Pi dr_ V Ib1y Bette ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE -FLEX ® 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18112' 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. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 5. 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 KEY: MAX PSF (DP LIMTED) HEAD JANE ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 117 3 313 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 2 2 ANCHORAGE SPACING, STANDARD VIEW ri ALUM. SINGLE HUNG WINDOW, IMPACT aawase SH700 s* NTS ase 9 s 11 m+wax° 4040 -20 B L Clack, P.E. PE 039712 S4vatural 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 22.668 28211 33.754 39.296 44.839 50.382 55.925 o c.IONO'-oc0N0 �$ 0 0 0 0 0 s 0 0 0 o Q) 0 coNo'oe.oNo"ONO y° 0 V 0 U 0 s 0 0 0 0 0 5 U " io- U U ocioNO' 0 0 s o 0 o -Oc 0 0 oN0 $ o 0 o o 0 o JoN0 $} U 0 U -0 0 WINDOW WIDTH GLASS TYPE 19.125 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 32.000 K,L 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 D,E,F,J. 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 32.000 K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 2 PSF 2 1 3 3 1 3 1 3 79 4 1 3 1 4 5 1 3 1 4 51314 4 8 . 0 0 0 2 37.000 0,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 � K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 PSF 79 79 79 79 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 PSF 79 76 79 77 79 79 79 44.000 0,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 8 PSF 78 79 70 79 79 71 79 73 76 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 8 6 5 6 PSF 71 79 63 71 79 64 74 66 77 69 69 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 ANCHOR QUANTITIES SUBSTRATE: AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT 12.776 15.776 18.778 21.776 24.776 27.776 30.778 31.106 ANCHOR TYPE-, \ o N } NQ " v ' Q ❑ N 8-8(4X z ❑ ,,v 8 - 8 24 ` D7y v U 2.5 < U ' v 8 v — ocd M O v NQ". 2.5 U N N O - o 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 1. 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 21212 2 2 2 312 1 3 3 1 213 31313 41313 41314 41314 44.000 6 2 78 2 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 51314 4 8 . 0 0 0 2 2 9 2 2 1 2 2 3 2 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 51314 51314 53.125 2 58 � 2 1 2 2 2 2 3 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 5 5 1 3 1 5 Dee ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - 412 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD - 181/2" MAX. FROM CORNERS JAMBS - 17112" 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 DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM eVIEW 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 AA WINDOWS ARE 12 5/8° MIN. TO 38" MAX AATABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. 6. DESIGN PRESSURE UMITATIONS: A 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 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 UM ITED) 112 MB JA BELOW 2 MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL 2 FJC 11/13.3 13 ADD • MAX WHERE CITY IS BY SIZE ra,maBp FA Das 1R4K16 A NO CHANGE THIS SHEET D.mer F( 7129/05 an.6017), J.J. 1/23.7 107D TECHNOLOGY DRIVE NOKOMI8, FL 34275 P.O.89X 1528 NOKO►OS, FL 34274 Pc�T VbIMy Herder ANCHORAGE SPACING, CUSTOM VIEW TAR ALUM. SINGLE HUNG WINDOW, IMPACT e°remse Sax OAS 10 s 11 4040-20 Roe B 637 L Oink, P.E. PE #39712 Shuabaai 3.36 KSI MIN. CONCRETE T OPTIONAL 1x WOOD BUCK (SEE NOTE 4) a.Mey molly FJG F.K Dm, Br F.K C —I EXTERIOR INTERIOR ALL HEAD AND SILL DETAIL CONCRETE ANCHOR (SEE NOTE 1 & 3) A 2x WOOD BUCK ®(SEE NOTE 4) • 13/8" MIN., 1/4" TAPCON® •; .1.3/4" MIN., 1/4" CRETE -FLEX 1/4° MAX. SHIM jl 1/4' MAX SHIM WOOD ANCHOR (SEE NOTE 2 & 3)® DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE A 1 1/4° MIN. TdIIIft3 jIIIIt11' ..r• 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)A DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE A 1/4" MAX. ,+-- SHIM I 1318' N. 1 3/8° 1/4' MAX. SHIM i „RN L1 . ® 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 1t2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS, THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT UNITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2006). WOOD ANCHOR, FH BELOW MEETING® RAIL (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4)® .13? DIA MIN. x 212° NAIL, AT CORNERS AND 5° O.C. r WOOD FRAME 1 1/4° j MAX. SHIM DETAIL F, (HEAD) .131' DIA MIN. x 212" NAIL, AT CORNERS AND 5' O.C. INTERIOR (ALL JAMB DETAILS) WOOD FRAME .131° DIA. MIN. x212 "NAIL, AT CORNERS AND 5° O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE EXTERIOR DETAIL G, (SILL) arm WINOS tee 1/24AT8 tisk HINDS Myakore 8 cr. J.J. ADD INTEGRAL FINANCE ORAGE UPDATE dREORDER NOTES. ADD NOTES 7. UPDATE CONCRETEEAffiIDMENTOAI� ADD NOTE 8 RE RAT HEAD ANCHORS: ?/2307 1070 TECHNOLOGY DRIVE NOKOM 8. FL 84275 P.O. BOX 1529 NOKOWB, FL 34274 Pc x Vwbb Better r ANCHORAGE DETAILS gem ALUM. SINGLE HUNG IMNDOW, IMPACT tiobaladt MOOD NTS sae 11 a 11 4040-20 oae B /77-' 07 G Clark, P.E. PE #39712 SauNUral BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.eov/buildinecode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ,anaFC OUNTY. 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. Tumer, 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 wider NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R- , . No. FTL 3587 dated 10/8/02, signed and sealed by Jo. e .h Chan, P.E. (Submitted under NOA# 03- 0611.02) LL E -1 Manuel Pe Product Control : am' r NOA No. 08- .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 , i 0� 3/06, ex 5/22/08. Manuel P P.E. Product Contra . iner NOA No. i : 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16' LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. CONFIGURATIONS OPTIONS X 0 x 0 x x 0 X x0 0 x x 0 UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 E. 13/16° I.G. GLASS COMPRISED OF (1) LITE OF 1/8° HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16° LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR a "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. £4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN ® SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. A7. REFERENCE TEST REPORTS: FTL- 3580, FTL -3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. Dread Br F.K Reee5By F.K. Da. 3/23/03 Dale: retrwmu 8 PRODUCT RE8EWL+D as coratkp iar,elle i °ee Fler&1t ADD 13/16 -W. & MOVE GLAZING DETAILS TO SHEET keree9r FC 7110/03 6/23105 Peeblmar NO CHANGE THIS SHEET Reebbax Oraem By Da.. D"m. F.X. 12/17102 ADD 76' HT., GLASS TYPES FAND G. REVISE ANCHORAGE. Data 1070 TECHNOLOGY DRIVE NOKOMl3, FL 34275 P.C. 30X 1528 NOKO2WS. FL 34274 NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT Sad mare. CA -740 NTS Shee 1 " 13 Ortaebytio 7045 -8 ( /zI /G 5- Lucas A. Turner, P.E. PE 858201 Mechanical ® 1/8" ANNEALED OR .090 PVB INTERLAYER 86 HEAT STRENGTHENED 1 I- 1/8" HEAT STRENGTHENED GLASS GLASS 30 31 3/8" AIR SPACE - 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS Rend ar F.K Pease F.K a«w 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 Dec 3/25/03 Dew Re.sdanr 8 ae�ra,r 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 "'b°' .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI 0 GLAZING DETAIL REDRAW GLAZING DETAILS & ADD 13/16' LO. 7/10/03 6/23/05 NO CHANGE THIS SHEET "arse x 0.44 By F.K. Oslo: 0325/0.3 Checked er ADD 13/16"L4M1 LG. W/ 7/161A611 & CORRECT 5/16" LAMI DETAIL Oslo: 1070 TECh'NOLOGY DRIVE NOXOMIS, FL 34275 P.O.60X 1529 NOKOMIS, FL 34274 Visibly Better GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT swvwm": CA-746 Saler NTS swa 2 m 13 Ore. g 7045.8 Lucas A. Turner, P.E. PE 058201 Mechanical CENTERLINE ANCHOR, 11/2" LOCATION TYP. 1 1/2" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) !trod By F.K Revs FK Rend By: F.K. SEE MID -SPAN ANCHOR DETAIL TYP. (2) SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 7" U- 4° MAX. 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. -- DAYLIGHT -- OPENING 13" MAX. O.C. 4" MAX. 1 I 4" MAX. Rev"bnq 3/25/03 134" MAX. WIDTH 53" MAX. DAYLIGHT — OPENING /Th 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. \r 0 30" MAX. -- DAYLIGHT OPENING 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 1V 1 , X SEE MEETING RAII/DETAIL rTjP. (2) 141/2" MAX. O.C. TYP. ELEVATION "B" - "XX° (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION X ' 69" MAX. DAYLIGHT OPENING 37" MAX. VENT TYP. 13" MAX. O.C. 1 60" MAX. FIXED A 76" MAX. HEIGHT J 1- 1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT rxonUCT ItgrOZWIEO aseomm%yfa , with aye MIM Aee :t<_ i CHANGE SHEET NO. REFERENCES Oal& 7/10/03 Rmhhu ADD RINSE LOCATION DETAILS 6/73/05 Rovblm": CHANGE WIC HT. TO Br AND MAX DLO TO 69' F.K. 12/17/02 tee, n.": 1570 TECHNOLOGY OWE NOKOMIS, FL 34275 P.O. BOX 1928 NOKOMIS, FL 34274 Gar Vi.3rl 'dij enter 1CX" & WOK' ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS 3 a 13 7045 -8 Lucas A. Turner, P.E. PE 958201 Mechanical 5 5Sy F.K Raul By: F.K Rend By F.K. 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 VAX 325103 ua 623/05 5"" 7/10/03 14 1/2° MAX. O.C. VENT HEAD & SILL ONLY 8 B Rw�s"n C Ae�UV>d' 13" MAX. O.C. --37" MAX. WIDTH 60" MAX. WIDTH OPENING 1 30" MAX. 53" MAX. DAYLIGHT DAYLIGHT OPENING 4" MAX. 4" MAX. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 4 1/2° MAX. O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 4" MAX 97" MAX. WIDTH 1 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX O.C. 69° MAX. DAYLIGHT OPENING 4° MAX. 4" MAX. . ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) 30" MAX. 53" MAX. rDAYLIGHT DAYLIGHT OPENING OPENING 1---- -1-13" MAX. O.C. 76" MAX. HEIGHT PROMICT avert ii► e rlb " toil NOTE: "X" PANEL MAY SWING .r_- Z' IN EITHER DIRECTION r'=�� mod. � 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 4" MAX. -- 37" MAX. VENT - 60" MAX. FIXED O.C. SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) CHANGE SHEET NO. REFERENCES ADD HINGE DETAIL & HINGE LOCATION NOTES CHANGE MAX HT. TO 76* AND MAX. DLO TO 69' Mew Ely: F.K. Omar 12/17/02 Limicaaelc F.K. Dam: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOM13. FL 34274 v;.dlyeBBaer X", "O ", XO" & OX" ELEVA77ONS rme ALUMINUM CASEMENT WINDOW, IMPACT a"i.ante. CA-740 Scabs NTS t 4 13 > ". 7045 -8 l g theaH6 Midi %Meg Cede race Pls Espinul5e BY � ;. t 1 (V2, r /oc- Luna A Tumor, P.E. PE 058201 Mechanical i / \ + 1---- -1-13" MAX. O.C. 76" MAX. HEIGHT PROMICT avert ii► e rlb " toil NOTE: "X" PANEL MAY SWING .r_- Z' IN EITHER DIRECTION r'=�� mod. � 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 4" MAX. -- 37" MAX. VENT - 60" MAX. FIXED O.C. SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) CHANGE SHEET NO. REFERENCES ADD HINGE DETAIL & HINGE LOCATION NOTES CHANGE MAX HT. TO 76* AND MAX. DLO TO 69' Mew Ely: F.K. Omar 12/17/02 Limicaaelc F.K. Dam: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOM13. FL 34274 v;.dlyeBBaer X", "O ", XO" & OX" ELEVA77ONS rme ALUMINUM CASEMENT WINDOW, IMPACT a"i.ante. CA-740 Scabs NTS t 4 13 > ". 7045 -8 l g theaH6 Midi %Meg Cede race Pls Espinul5e BY � ;. t 1 (V2, r /oc- Luna A Tumor, P.E. PE 058201 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 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 19118 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 -87A 70.0 -77.6 70.0 -68.4 68A -63.9 63.9 -60.0 60.0 - 58.5 58.5 -56.2 56.2 -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 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 -45.2 45.2 -42.4 42.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 - 60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 ►aL+ as �� ►.- L. Raab /- ►r 1,44 .' PRODUCT MEM as complying with the Float guiding Cada Aeteptoaoo No •1% • - , -, “-Date !FMGh/ / ∎� 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 1-90.0170.0 TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16"HS) F.13/16" LAMI (1/8 "A,AIR SPACE,7116" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 NOTES: X 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4' TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. a..e4er ;/ 1 V/-4175--- Lucas A. Tamer. P.E. PE 056201 Mechanical FIG nmc 3125103 Revisions B ADD GLASS TYPE E TO TABLES 184 1070TECHNOLOOYDRIVE NOKOMIS, FL 34275 P.O. BOX 1523 ate. PRESSURES- X CONFIG. WINDOWS "°""� FX "°"' F.K. °""' 7/10/03 °"° 6123106 n"wo� C D NO CHANGE THIS SHEET REVISE ANCHORS & ADD 78" HEIGHT OPTION TO., ALUMINUM CASEMENT WINDOW, IMPACT cm. e7 F.K. ass 12/17/02 Caked By aem: 1 NOKOMIS, FL 34274 Vrsibty Berner setu4mdm CA -740 �" NTSS sra 5 . 13 7045 -8 a..- D COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 "XX" WIDTH 37 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -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 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 1/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58.0 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -58.2 56.2 -53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 X X 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74 -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1/8"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -75.0 1 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-90.01 70.0 TABLE 5A A "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 A,.090,3 /16 "HS) F.13/16" 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: A 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 1S LIMITED TO 69.6 P.S.F. tee" Rend a, R., 80. FK Oaks: Data am. er F.K rrewxmG 6/23Po5 REVISE ANCHORS & ADD TABLES 76• HEIGHT OPTION Rem: 12/17/02 CI lvn"r 1070 TECHNOLOGY ORIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 iT PRESSURES - XX CONFIG. WINDOWS 1 ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better serteeeweu CA -740 NTS 6 - 13 7045 -8 Lucas A. Tamer, P.E. PE 858201 Mechanical COMPARATNE ANALYSIS TABLE 6 WIDTHS "0" °XOX" "0° & "1/4-1/2-1/4 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL-4807, FTL -4608 GAZING OPTIONS: A. 5/16" LAMI (1/8"A,.090,1/8 "HS) B. 5/16" LAMI (1/8"HS,.090,1/8 "HS) C. 7/16" LAMI (3/16"A,.090,3/16"HS) E.13/16" LAMI (1/8 "HS,318" SPACE .5 /16" LAMI -W/ 1B°HS,.090,1/8"HS) F.13/16" LAMI (1/8"A,AIR SPACE .7 /16" LAMI -W/ 3/16°A,.090,3118"HS) HEIGHT A 26 31 36 383/8 43 48 50 5/8 54 57 63 67 72 NEG -75.0 POS 70.0 NEG -75.0 POS 70.0 NEC -75.0 POS 70.0 NEG -70.4 POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 36 72 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 47.9 -44.8 44.8 -422 422 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 7110 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 37 74 A -75.0 70.0 -75.0 70.0 90.0 -73.7 70.0 70.0 -90.0 -67.9 70.0 67.9 -90.0 -59.0 70.0 59.0 -90.0 -52.8 52.8 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 49.9 -46.4 -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 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 3912 79 A -75.0 70.0 -75.0 70.0 -67.8 67.8 -62.1 62.1 -55.7 55.7 -49.8 49.8 46.9 -90.0 43.6' 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.01 55.0 43.6 -41.1 41.1 38.6 38.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 42 84 C,F 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 -75.0 70.0 -75.0 70.0 -62.4 62.4 -58.4 58.4 -63.3 63.3 -56.4 56.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 45 90 A -75.0 70.0 -70.3 70.0 -58.0 x,70.0 58.0 -90.0 -54.6 70.0 54.6 -90.0 -59.3 70.0 59.3 -90.0 -53.6 70.0 53.6 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 -75.6 70.0 -50.9 50.9 47.5 -44.7 44.7 -42.1 42.1 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -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 -76.9 70.0 -72.4 70.0 -69.2 692 48 96 -76.0 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 70.0 B,E -45.3 45,3 -42.5 42.5 -40.4 40.4 -38.4 38.4 C,F A -90.0 -75.0 70.0 70.0 -90.0 -60.8 70.0 60.8 -90.0 -51.3 70.0 51.3 -00.0 -48.3 70.0 48.3 -90.0 -52.7 70.0 52.7 -48.7 70.0 48.7 -80.9 70.0 -75.0 70.0 -70.7 70.0 -67.3 67.3 64.1 -5321 632 5012 101 -46.9 43.5 -41.3 41.3 -392 392 -37.1 37.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -812 70.0 531/8 106 3/8 A B,E -75.0 70.0 -58.7 58.7 -48.7 48.7 -45.4 45.4 -50.0 50.0 70.0 44.2 -70.3 -42.2 70.0 422 -4111 66.8 40.1 -63.5 -38.0 63.5 38.0 -60.5 60.5 36.2 C,F -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -55.01 55.0 -52.61 52.6 A -00.0 -75.0 70.0 70.0 -90.0 -58.2 70.0 58.2 -90.0 37.9 70.0 47.9 -90.0 -44.5 70.0 44.5 -88.6 -49.1 70.0 49.1 -76.4 -45.3 70.0 45.3 -71.1 -43.4 70.0 -66.5 63.0 -57.3 57.3 54 108 B,E 43.4 41.9 -39.8 39.8 -37.6 37.6 35.9 C,F -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 A -90.0 -75.0 70.0 70.0 -90.0 -57.1 70.0 57.1 -90.0 -46.4 70.0 48.4 -90.0 -43.3 70.0 43.3 -88.9 -47.5 70.0 47.5 -75.0 -43.9 70.0 43.9 -70.1 -42.2 70.0 42.2 -65.4 -40.8 -61.8 61.8 -59.1 -56.4 5612 111 8,E -39.1 -372 37.2 -35.4 35.4 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 7110 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 -70.8 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -56.2 70.0 56.2 -90.0 -44.8 70.0 44.8 -90.0 -42.1 70.0 42.1 -84.3 -462 70.0 462 -72.5 -42.5 70.0 42.5 -68.4 68.4 412 -60.1 -54.8 54.8 67 114 B,E -39.8 39.8 -38.5 38.5 34.8 C,F -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -89.6 69.6 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 70.0 5812 60 117 -74.2 70.0 -66.0 55.0 -43.4 43.4 -40.9 40.9 -44.8 44.8 -41.3 41.3 -66.7 66.7 40.2 -61.8 81.8 -58.7 -55.9 55.9 -532 53.2 -38.7 38.7 -37.6 37.6 -36.1 -342 342 B,E C,F -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -722 70.0 68.4 A 120 B,E C,F 392 37.8 -36.7 -35.5 -33.7 33.7 -90.0 -72.9 70.0 70.0 -90.0 -53.4 70.0 53.4 -90.0 -42.2 70.0 42.2 -90.0 -39.7 70.0 39.7 -79.4 -43.5 70.0 43.5 -40.4 40.4 -64.9 -39.2 64.9 60.4 57.3 -54.5 54.5 -51.6 -41.71 41.7 -75.0 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 -73.3 70.0 -71.0 70.0 -67.4 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 -63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 60.0 42.8142.8 40.81 40.8 TABLE 7. "0" & "1/4- /2-1/4 XOX" WINDOWS GLAZING OPTION: D. 7/16" LAMI (3716"HS .090,3/16"HS) TEST REPORT: FTL-3580 TABLE 7k NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR A 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Revad F.K. bar 3/25103 R 8 4 2 4 as emus* tke ADO GLASS TYPE ETO TABLE 6 Aeed T F.K. 7/10103 xevawm C NO CHANGE THIS SHEET Remd F.K. 023/05 D CHANGE ANCHORS AND ADD 76° HT. OPTION Dm. 9y F.K Dee 12/17/02 1070 TECHNOLOGY DRIVE NOICOWS, 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visib6 Better bescoom ALUMINUM CASEMENT WINDOW, IMPACT NTS Mese breveng 7045-8 Lucas A. Turner, RE. 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 -87.7 87,7 - 64.9 64.9 -62.7 82,7 -80.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 68.4 68.4 -63.9 63.9 -60.0 60.0 - 58.5 58.5 -58.2 58.2 - 53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -81.8 61.8 - 58.9 58.9 - 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 66.4 -58.2 58.2 - 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 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 - 45.8 45.8 -42.8 42.8 - 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 ' 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 - 38.6 38.6 TABLE 9. "XO" or "OX" & "1/3- 1/3 -1/3 XOX° WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16° LAMI (1 /8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5/16" LAMI-W/ 1 /8 "HS,.090,1/8"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 TABLE 10. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63° HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111° WIDE x 63" HIGH 1-90.01 70.0 1 3 X 1 3 0 X O 0 X 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,.090,3118"HS) F.13/16" LAMI (118 "A,AIR SPACE, 7/16" LAMI -W/ 3/18 "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: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Roved By F.IC Rend 13, F.K. Dab 325/03 OW. 7/10103 Rmb6n": 8 ADD GLASS TYPE E TO TABLES NO CHANGE THIS SHEET Raw46,. Fc 823/05 R°vbUro: CHANGE ANCHORS AND ADD 75" HEIGHT OPTION F.K 0 12/17/02 C! me By 1070 TECHNOLOOYDRIVE NOKOMIS, FL 34275 P.Q. BOX 1529 NOKOMIS, FL 34274 Visibly Better PRESSURES- XO, OX, & 1/3- 1/3- 1/3XOX WINDOWS rm" ALUMINUM CASEMENT WINDOW, IMPACT sedwfe"ae CA -740 NTS m 13 Na 7045.8 C7 t i /n.,, f /vr" Lucas A. Turner, PE. PE A58201 Mechanical COMPARATIVE ANALYSIS TABLE 11. "X0" or "OX" 8 "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4807, FTL -4608 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8"HS) B. 5/16" LAMI (1/8"HS,.090,118"HS) C. 7/16" LAMI (3/15 "A,.090,3 /16°HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5 /18" LAMI -W/ 1/8"HS,.090,1/8"HS) F. 13/18" LAMI (118 "A, AIR SPACE,7116" LAMI -W/ 3118 "A,.090,3116"HS) HEIGHT WIDTHS "XOX" VENT FIXED 26 36 38 3/8 43 48 50 5/8 54 57 60 63 67 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 to.o -75.0 70.0 -74.1 70.0 -64.9 64.9 -60.6 80.6 -58.1 58.1 56.1 53.3 50.5 0,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 70.0 C,F -90.0 86.919 24 A -75.0 70.0 70.0 -90.0 -69.1 70.0 89,1 -90.0 -63.4 70.0 63.4 -90.0 -56.5 70.0 56.5 -90.0 -60.4 70.0 50.4 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -47.5 47.5 44.1 44.1 -39.2 39.2 38.919 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 -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 95.973 27 A -75.0 70.0 -60.5 80.5 -57.2 70.0 57.2 -90.0 -62.1 70.0 82.1 -90.0 70.0 -55.2 55.2 -90.0 -52.8 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 -55.01 55.0 52.6 -49.1 49.1 46.2 -41.1 41.1 42.973 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 108.649 30 48.649 A -75.0 70.0 -53.5 70.0 53.5 -90.0 -50.4 70.0 -90.0 -54.5 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 70.0 50.4 54.5 -50.7 50.7 -48.2 482 -44.9 44.9 -42.0 42.0 -40.1 40.1 -38.0 38.0 13,5 -75.0 70.0 -75.0 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 C,F A -90.0 -75.0 70.0 70.0 -90.0 .49.9 70.0 49.9 -90.0 -46.8 70.0 46.8 -90.0 -51.3 70.0 51.3 -64.7 70.0 -79.5 70.0 -66.3 -63.1 -55.01 55.0 115.892 32 51.892 -47.4 47.4 -45.5 45.5 -42.7 42.7 -40.7 -38.6 38.6 B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.2 70.0 C,F -90.0 70.0 -90.0 122 33.687 54.627 A -75.0 70.0 -47.3 70.0 '47.3 -90.0 -44.0 70.0 44.0 -90.0 -48.4 70.0 48.4 -78.8 70.0 -73.2 70.0 68.3 -61.4 61.4 -58.8 -50.91 50.9 -44.7 44.7 -42.8 42.8 41.4 -39.5 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 -75.0 70.0 70.0 -71.4 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -46.8 70.0 48.8 -90.0 -43.8 70.0 43.6 -85.8 -47.9 70.0 -74.0 70.0 -69.4 69.4 -64.7 -61.0 61.0 -58.4 58.4 55.7 123.135 34 55.135 47.9 -44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 -37.3 37.3 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 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 128.000 34.791 56.418 130 35.898 58.209 A -75.0 70.0 -45.5 45.5 -42.6 70.0 42.8 -85.0 70.0 -46.7-46.7 -73.1 -43.1 70.0 43.1 -68.8 -41.8 68.8 41.6 -40.2 402 -38.7 60.5 38.7 -57.9 57.9 38.9 -55.2 -35.0 55.2 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 70.0 C,F A -90.0 -74.4 70.0, 70.0 -90.0 -43.6 70.0 43.6 -90.0 -41.2 70.0 '41.2 -82.8 -45.1 70.0 45.1 -71.3 41.5 70.0 41.5 -67.3 -40.4 67.3 40.4 62.5 38.9 -59.2 592 37.7 -56.5 -36.2 58.5 36.2 -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 -50.11 50.1 C,F A -90.0 -74.3 70.0 70.0 -90.0 -43.5 70.0 43.5 -90.0 -41.0 70.0 41.0 -79.9 -45.0 70.0 45.0 -69.3 -41.4 69.3 41.4 -65.3 -40.3 85.3 -60.6 57.6 -54.7 41.91 41.9 130.378 38 58.378 40.3 -38.8 38.8 -37.6 37.6 -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 -75.0 70.0 -72.3 70.0 -68.5 C,F -90.0 70.0 -90.0 134 37 60 A -72.9 70.0 -42.2 70.0 42.2 -90.0 -39.7 70.0 39.7 -79.8 -43.5 70.0 43.5 -69.1 -40.4 69.1 -65.1 -39.2 65.1 -60.5 -57.4 -54.6 -51.7 51.7 40.4 39.2 36.7 -35.5 35.5 -33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -71.0 70.0 -67.4 67.4 C.F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 °X0" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT VVIDTH AND THE FIXED WIDTH. TABLE 12. 59.1 55.9 -53.0 53.0 -50.0 50.0 42.81 42.8 TEST REPORT: FTL-3580 ALL "XOX" SIZES UP TO 134' WIDE x 63' HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO or WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED VVIDTH 70.0 TABLE 12A. "XO" or "OX" & "XOX" UNEQUAL UTE WINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL-4608 ALL "XOX" SIMS UP TO 134" WIDE x 76" HIGH WITH 3r MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76° HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR A 1/4° SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. +gamer F.K Date: 3125103 0 UNEQUAL UTES 0 UNEQUAL LITES 0 UNEQUAL UTES PRODUCT REM-V0/0 its cora,Iftq, 51e F51155C 0431dinz C5.1.2 B ADD GLASS TYPEE TO TABLE 11 48.4 F.K Rated,: F.K aera 7/10/03 aa. * F.K Dale: 6/23/05 nevnn a: C RmNimv: D NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 76' HEIGHT OPTION ame 12117102 Cnaareesr 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 c4 Visibly Better PRESSURES- UNEQUAL CONFIG. X0, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT NTS 9 13 7045-8 F. PE 488201 Mechanical O MAX. VENT DAYLIGHT O OPENING (SEE SHT. 3) REFERENCE "XO" & "XOX" FRAME REFERENCE "XO " & "XOX "FRAME ASSEMBLY DETAIL, SHEET 11 A ASSEMBLY DETAIL, SHEET 11 Q 1 0 jr. jL 4 5 OGG MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX ct © ! ��i MAX. VENT ff I-.-- DAYLIGHT OPENING -►I (SEE SHT. 3) f REFERENCE "XX"FRAME ASSEMBLY DETAIL, SHEET 11 Q MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT 0 MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X [a®e0LctREVIs D INODWYWS MD DI ROW ELI ___11Codo 8 PRODUCT RENEWED m complying with as Florhlc Buiding Code Anciussee ��raia 12013 >al, F.K Dale 3/26/03 8 ADD 13/16' LG. GLAZING BEAD ITEM Ren467 FC Dale 7/10/03 I SHOW TOP HINGE Far"Iey F.K oabs 6/23/05 Roydrians 0 CHG SW. NO. REF. AND ADD 1TEM69 Drawl* FK Dslor 12/17/02 Checked e1- Derr: 1070 TECHNOLOGY DRIVE NOKOMIS, R. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 I 11 T Visibly Better SECTIONS sa: ALUMINUM CASEMENT WINDOW, IMPACT srnesimeet CA-740 NTS seat 10 m 13 Oran 7045 -8 CA 7 1V /or Lucas A. Turner, P.E. PE #58201 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 #12x1 PH TEK SMS FRAME ASSEMBLY 13" MAX. O.C. W/ (2) SCREWS TUBE, MATL: 6063 -T6 3" APART AT MID -SPAN "X" FRAME JAMB / "0" FRAME JAMB 1411 Ra"Eer F.K. Render F.K Reader. F.K "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL Oak 3/25/03 NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 ptE M #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME TOP OR BOTTOM RAIL SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL -El 1.376" 440" .095 "I CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 .434" 2.854" .062" NOM. 1.159" 2.139" OSASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A 4 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A 3.544" .062" NOM. .062" NOM. 2.919" L-2.784" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A S NO CHANGE THIS SHEET 7/10/03 Reetse= C NO CHANGE THIS SHEET 6/23/0.5 0 ADO ITEM89 thaw; er F.K Deb: 12/17/02 amt. Br flabx 10707ECHMCLOGYORNE NOKOMIS, FL 34.275 A.0. BOX 1529 NOKOMIS. FL 34274 P Visibly Better Onaiuimr EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 Sheet' DrasagMo. NTS 11 13 7045 -8 11.�2r /v5 Lucas 0.i rne;, P.E. PE 058201 Mechanical PARTS LIST ITEM DWG # PGT. # DESCRIPTION I 7002A MAIN FRAME - BEAD, SILL & JAMBS 2 1155 78IPQA #8 X 1 QUAD PH SMS 3 7008 70834A FRAME CORNER KEY 4 7005A 112 "X1/2"X1 /8" CLOS00-CELL FOAM TAPE 5 7003A 78IPQA SASH - TOP, BOTTOM & SIDE RAILS 6 1155 781PQA #8 X 1 QUAD PH SMS 7 7017 6701710 BULB WEATHERSTRIP .187X.240 8 7009 67407 SASH CORNER KEY 9 7024 13/16" MAXIM MULTI -POINT LOCK 10 7026 LOCK SUPPORT PLATE 11 3 /16A & 3/1611S GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 #10-24 X.562 PH PN. TYPE F 12 7014 3/16105 & 3/16115 GLASS WLTIL AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB MULTI -LOCK KEEPER (R.H & L.H.) 13 1157 78X78PPSMS #8 X .875 PH PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 48-32 X .375 PH PN. TYPE B 21 7032 STUD BRACKET (LE. & R.H.) 22 7858ZA #8 X 5/8" FLT. PILL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12" BINGE (HEAVY DUTY) 26 710x12FP #10 X.500 PH. PM. 30 5/16" LAMINATED (1 /8A & 1/81LS GLASS) .0901NTERLIYER- SOLUTIA OR DUPONT PVB 31 5/16" LAMINATE]) (11805 & 1/805 GLASS) .090 INTERLAYER - SOLITTLA OR DUPONT PVB 32 7116" LAMINATED (3/16A & 3/16105 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3/1605 & 3/1611S GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 OLAZING BEAD (5 /16 ") 41 7042 GLAZING BEAD (7/16") 43 1224 6TP247 VINYL BULB WSTP (THICK) 44 SILICONE - DOW CORNING 899, 995 OR EQUIV. 45 PARABOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTW/B #8 X .500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 68 712){1PPT #12 X 1" PH. NEL. TEK 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 7FLAJID FOLDING HANDLE ameer. F.K winder F.X. Rowdily: F.K Dormer F.K Dab: 3/05/03 Data 7/10/0'3 yew 6/23/05 8 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" LG.) 86 13/16" LG. GLASS (1/8"11S, AIR SPACE, 5 /16 "IAMI) 5/16" LAMA= (2) LITES OF 1/8"FL4 GLASS WITH AN.0901NTERLAYER - SOLUTIA OR DUPONT PVB 13/16" LG. GLASS (1/8"05, AIR SPACE, 7/16 "LAMA) 7/16' LAMA 3 /16A & 3/1611S GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 13/16" LG. GLASS (1/8"05, AIR SPACE, 7/16 "LAMA) 7/16' LAMA= 3/16105 & 3/16115 GLASS WLTIL AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" .050" ice`; " .865" 0 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" --►1 .050" -+-II- .865" ®7/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040" 1.000" .423" I+-- OCASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 .040 " - -°-� f"-- .172" .870" II .050" I*- .569" 0 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 9' 1.124 °1- - .125° --"- .062" --� INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 .093° ] 67 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A 2.701 I ADD 13/18" L.O. GLASS & GLAZING BEAD 1Wbbro: NO CHANGE THIS SHEET 0M"b o: 12/17/02 Cheded gy ADD EQUIV. 701TEM 44. SILICONE AND ADD ITEMS 87, 88 AND 86 1070 TECHNOLOGY OWE NOKOMIS, FL 34275 PO.8OX 20 NOKOMIE 111334274 r_ t PARTS LIST & EXTRUSIONS Visib1j Better 7"g ALUMINUM CASEMENT WINDOW, IMPACT sin ".°rmu CA-740 NTS 12 a 13 0- 7045-8 Lucas A. l tarter, P.E. PE 058201 Mechanical A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ASEE NOT. c NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix 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. 94.48), Rerkbnc F.K S A Ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM fl A SEE NOTE 1 A SEE NOTE 4 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK , 1/4° MAX. SHIM ASEE NOTE 1 rA • SEE NOTE 4 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM I+- A SEE NOTE 2 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK OPERABLE UNIT FRAME TO CONCRETE 1/4" MAX. SHIM ASEE NOTE 1 T' ( ■IL���llif lllill llll,k A ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM --{ SEE NOTE 1 A SEE NOTE 4 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A SEE NOTE 4 j 1 1/4° MIN. FIXED UNIT FRAME TO CONCRETE 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. 325/03 NO CHANGE THIS SHEET mower F.K a�ear F.K PRAM a, F.K. 7/10/03 • 23/05 Revisions NO CHANGE THIS SHEET amen 12/17102 cxd.e ar REVISE NOTES AND REMOVE 3/16" TAPCONS & 614 SCREWS aav 10701ECHNOLOOYERNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 c V i r i b y setter ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Serinaktrs CA-740 NTS 13 m 13 orso+oaa 7045 -8 Ili ( /or- Lucca A. Turner, P.E. PE 958201 Me amIcal MIAMI -DADS COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildinacode 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 Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 1411 Manuel Per Product Control N4 ;411 Si"< NOA No 07.009 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 F 1. GLAZING OPTIONS: (SEE DETAILS I -��GED AND I ON SHEET2) NTEGRAI•, FIN WINDOW A. 5116° LAW CONSISTING OF 2 () LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACTIE OR SAFL MAXIMUM PVB INTERLAYER. ANNEALED GLASS AND (1) LITE Y��EPSAFE MAXIMUM () ITE OF 1/8° HEAT STRENGTHENED G PVB INTERLAE R C. 5/16" LAME CONSISTING OF (2) UTES OF 118° HEATS LASS WITH A .090 DUPONT B STRENGTHENED UMUM PVB B OR f TE SAFLEX/KEEPSAFE D. 7/18° LAMI CONSISTING OF (2) 'LASS WITH AN .090 DUPONT BUTAC ( ) L1TES OF 3/16° ANNEALED GLASS ITE OR SAFLEXMEEPSAFE D E. 77/86 LAM/ CONSISTING O (1) LITE ITH AN DUPONT BUTACTTE OR M/WMUM PVB INTERLAYER. MAXIMUM PVB INTERLAYE(Z) I!E OF 3118' ANNEALED GLASS AFLEX/KEEPSAFE AND (1) LITE LI OF 3118° H MAXIMUM P N IN UTACIT ER F. 7118° EAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACIT'E OR SAFLF�/KE LAM/ CONSISTING OF (2) UTES OF 3/16° HEAT STRENGTHENED CONSISTING 1/8' OR GLASS ,43TH AN .090 DUPONT BUTAC EPSAFE H..090 DUPONT BUTACITE ORS ED {MIN.) GLASS, 5ERI OR 3/8° MR SPACE AND 6/16" OR SAFLEX/I(EEPSAFE MAXIMUM PVB INTE �R S/l6 ANNEA MAXIMUM I 5/16" R LAMI CONSISTING OF (2) 10: (1) LITE OF 1/8' OR 3118° ANNEALED (MIN.) G () LRES OF 178° ANNEALED GLASS WITH A OF 118° HEAT STRENGTHENED GLASS {M ) LASS, WITH A LE DUPONT N.) BUTA /16 OR 3/8° AIR SPACE AND 5/18• 1.13116' LAM/ IG: (1) LITE OF 118° OR 3N6 °ANN � OR S ?.FLEX/KEEPS LAM/ CONSISTING (1) LITE OF 118° WITH AN .090 DUPONT BUTACITE OR ANNEALED 5116.OR 3/8° AFE MAXIMUM PVB INTE ANNEALED MR GLASS AND (1) LTIE I. 13116• LAM/ IG: (1) LITE OF 1/8° OR 3N�A�• EEPSAFE MAXIMUM PVB INTERL R SPACE CONSISTING OF (2) DUPONT BUTACITE OR SAFL ANNEALED {) UTES OF 1/8° HEAT STRENGTHENED GLASS EX16* ANNEALED MAXIMUM GLASS, 6° OR 1/4° MR SPACE AND 7/16° !G 13116° LAM/ IG: (1) LITE OF 1/8° OR 3116° ANNEALED LAM/ CONSISTING OF (2) LIIES OF 3118° OF 3H6' HEAT STRENGTHENED G �'ED (MIN.) GLASS LASS WITH AN 0 (IN.) G BUT16. O 1/ AIR SPACE AND 716° ANNEALED GLASS WITH L 13/16° LAM/ IG: (1) LITE OF 118° OR 3/16- ANNEALED LAM/ COPN3BISTIN�AyER OF 3116° WITH AN .090 (1) L BU 1m- EO (MIN•) GLASS, MAXIMUM ANNEALED GLASS ITE OR SAFLEX/KEEPSAFE MAXIMUM OR 1/4° AIR SPACE AND (1) LITE L 2. CONFIGURATIONS: O PVB IN777tLAyER AND 7/18° LAM/ CONSISTING OF 2 .� XL), XOX (2) UTES OF 3/16° HEAT STRENGTHENED GLASS 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRE B. POSITIVE DESIGN LO PRESSURE AND (,�� TABLES ASTM E 1300 -02. ADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1 300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT - -- 5. SHUTTERS ARE NOT REQUIRED. e•'cteMtr'4Nb 0414121. octangle aBALab >• REFERENCES: WITH ��01'l'raNr 9 @gtANr on Gasket TEST REPORTS FTL, USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS ® ELCO TEXTRON NOA: 04-072141, SAND FTL -5330. ANSI/AF$PA NOS -2005 FOR WOOD NSTRUCTION ADM-2005 ALUMINUM DESIGN MANUAL �8 THIS UR HURRICANE ZOONEE((HVH N DESIGNED $TESTED TO COMPLY HURRIC WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, C r T ; ul�E EQRIp( IAdNG THE HIGH VELOCITY flrsl�k iii NOA DRAWING MAP SHEET GENERAL NOTES.......... GLAZING DETAILS......... 2 DESIGN PRESSURES....... 3 ELEVATIONS..................... VERT. SECTIONS ............. 5 HORIZ. SECTIONS...... PARTS UST....................... 6 EXTRUSIONS.... ............... 7 CORNER DETAIL .............. 5 ANCHORAGE.................... 8-11 PRODUCT REVISED as complying with tha Florida @,•:lacag Cade Acc,rrcncy No O O Expir,•tionDate ALUM HORIZONTAL ROLLER WINDOW IMPACT PE CI712 F.E. Structure/ 1/2' NOM. GLASS BITE 118' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118' ANNEALED OR HEAT STRENGTHENED GLASS 5/16' NOM. 5/16" LAMINATED GLASS At3/18' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3116° ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 7/16" LAMINATED GLASS aEXTERIOR 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 3/16° ANNEALED (MIN.) GLASS 13/18' NOM. 13/16° LAMI IG GLASS WI 5/16" LAMI 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER ■-■ 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/18' LAMINATED 3118° OR 1/4° AIR SPACE 1/8' or 3/16' ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7116" LAMI PRODUCT REVISED az compiling wild the Mond" Bciiding Code AccepS n No 0 Expiration Dine i`� ' 1 F.K Dan 4/15/07 flatiskarc NO CHANGETH18 SHEET Rewe FJ( Dabs 10/17/06 Ravi &arts NO CHANGE THIS SHEET wow*: F.K Oats 5/13 Revisions A ADD AIR SPACE DIM. TO LAMI IG DETAILS many: m": raw*. on Dabs F.K. 2/28/06 J.J. 323/0 8 1070TECHNOLOGYDRNE NOKOMIS, FL 34275 P.D. 7OX 1529 NOKOMIS, ft 34274 PST Visibly Better GLAZING DETAILS ink ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s�nmdc HR710 Fun Shea 2 a 11 Dyeing No. 4127 -10 /7/4/ /61 7 Ro rt L Clink P.E. PE #39712 Structural TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 318" 48" 50 518" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.8 +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" 38 318" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 Pr-0 `" Evls>;D 0:.•••)^." I: ". ;, with the Maids ecikkt1 de Acccpi""ceNoo7- OS/S.o 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 Ex , „on e 19 BY :-* . Profl ton GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX& XO) AND FTL-5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1 /8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) 'Road G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3 /8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,118 "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 1G -1/8" OR 3/16 "A, 5/16" OR 3 /8" AIR SPACE, 5/16" LAMI - (1 /8"HS, .090,1 /8"HS) J. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16"A) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3116"HS) L. 13/16" LAMI IG -1 /8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3 /16"HS, .090, 3/16"HS) Robert L Clark, P.E. PE X712 Structural 6y F.K. Oster 4/18107 Revisions C ADD INTEGRAL FlNOPTION & UPDATE AS7ME1300-0ZDPe 1070 TECHNOLOGY DRIVE NOKOMIS, FL34275 P.0. 139X 1820 NOKOMIS. FL 34274 �„� DESIGN PRESSURES d P.K. 10/17/06 R B REVISE DP TABLES TOASTME 1300-02 *� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT °° °' PIC °� 5/13/06 A ADD AIR SPACE DIMENSION GLASS TYPES G TNRU L. P. itsy om� 2/28Iae ey d d. Darr 3123/08 1 Visibly Better sow HR710 s� NTS s 3 d 11 max. 4127.10 R..: O 27 318" {-"— MAX DLO — 54 5118° MAX DLO FIXED If VENT B 110° MAX. WIDTH I.F. FRAME 111° MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4- 1/2 -1/4) 33 9/18° MAX 33 916° MAX. DLO FIXED C I DLO VENT A 573/8° MAX DLO ALL FIXED LITES 58° MAX DLO ALL VENTS 62° MAX I.F. FRAME ALL CONFIG. 01310 ■1131. 63° MAX FLANGE FRAME ALL CONFIG. C 73° MAX. WIDTH I.F. FRAME —►I 74" MAX WIDTH FLANGE FRAME DETAIL A - OX OR ?CO D B 27 3/8' MAX. DLO VENT 27 3/8" MAX. DLO —+- FIXED D D X O IM3 =MP B 85 716° MAX. WIDTH I.F. FRAME -- Q X86 718° MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D-D Q (FRAME CORNER CONSTRUCTION) !Cr RF_\ 15513 • . :.. 7.3 with the Florida r.;po ram No O 5 Untion Doc BS 20 1 Raved Br F.K. Dots 4/15107 Wean: ADD INTEGRAL FIN FRAME MAX. DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHT. 8. Reader F.K Oats 10/17/76 Revision NO CHANGE THIS SHEET Reseda): F.K Das 5113/06 A NO CHANGE THIS SHEET Dray F.K Dais ?!28/08 Medved Ely J.J. 3/23/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1528 NOKOMIS, FL 34274 FACT Visibfj Better ELEVATIONS m ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 NTS 4 m 11 Thootg fas 4127 -10 L. Clark P.E. PE 439712 Structural INTERIOR EXTERIOR I�- MAX. FIXED DLO --►� MAX. WIDTH (FLANGE FRAME)", SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGEAFRAME) MAX. HEIGHT FLANGE FRAME INTERIOR 0 ti {� MAX FIXED DLO —.-1 MAX. VENT DLO II MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIjFRAME) EXTERIOR INTERIOR Rend*. F.K. weeder FK Rersdax F.X. Oman BJ F.K SECTION C -C (VERTICAL SECTION, FLANGE FRAME) Dabx 4/15/07 oen� ® f SILL (VERTICAL SECTION, I.F. FRAME), EXTERIOR 10/17/06 aeRx 5/13108 2/28/08 R ADD INTEGRAL FIN FRAME ITEMS41, 42 AND 43 AND VIEWS. NO CHANGE THIS SHEET ReWbes A &noonday J.J. NO CHANGE THIS SHEET 3/73/05 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34270 P.O. BOX 1028 NOKOMIS, FL 34270 Visiblj Better HEAD (VERTICAL SECTION, IF. FRAME)© SECTIONS tarn ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SeeslAttstat amen HR710 Half 5 m 11 G2bpfia 4127 -10 Raw C PRODUCT REVISED as cornsl> nS with the Florida Code A:.;::;::,nce No Dam /7/7/ 1/7- 0 07 Robert L. Clark P.5. PE 539712 Sln,chrml D DESCRIPTION FLANGEFRAMEHEAD SASH STOP (S11).) (ANTI LIFT CLIP) #8X3 /4 PH. PAN HEAD SASH STOP COVER (SASH STOP) FLANGE FRAME SILL SILL ADAPTOR ROLLER TRACK WEEP HOLE COVER ADHESIVE OPEN CELL FOAM PAD FLANGE FRAME JAMB GASKET FOR MAIN FRAME SRL JOINT #8 X 1.000 QUAD PN. SMS SCREEN ADAPTOR FIXED MEETINGRAIL WSfP.,.187 X .230, FIN SEAL SASH TOP & BOTTOM RAIL WSTP,.250 X.270 BACK, FIN SEAL ROLLER HOUSING& GUIDE BRASS ROLLER WHEELS MATL 6063 -T6 AL 6063 -T5 AL 6063 -T5 AL 6063 -T6 AL 6063 -T6 AL 6063 -T6 AL POLYPROP. 6063 -T6 AL 6063 -T5 AL 606311D -T6 AL 6063 -T5 AL BRASS HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. SASH MEETINGRAIL 6063HS -T6 AL WSTP,.170 X 270 BACK, FIN SEAL SWEEP LATCH #8 X.625 PH. FLSMS SASH SIDE RAIL 6063 -T5 AL WSTP,.250 X 270 BACK, FIN SEAL BULB WEATHERSTRIP .187 X 275 LIFT RAIL COVER CAP I.F. FRAMEHEA.D 6063 -T6 AL I.F. FRAME SILL 6063 -T6 AL I.F. FRAME JAMB 6063 -T6 AL GLAZING SILICONE, DOW 899, 995 ORF.QUNAI ENT VINYL GLAZINGBFAD BULB (THICK) 6TP247W,K VINYLGLAZINGBFAD BULB (THIN) 6TPZ48K B GLAZING BEAD -5/16" 6063 -T5 AL 6403913 B GLAZING BEAD -5/16" W /GRILL KIT 6063 -T5 AL 644703 A GIAZING BEAD - 7/16" 6063 -T5 AL 64222 C GLAZING BEAD -7/16" W /GRII,LKIT 6063 -T5 AL 6985 GLAZINGBEAD - 13/16" 6063 -T5 AL 64067 64136 64137 64131 71298 7PAD1626 612225 74134W1K 781PQA 64110G 64054A 64066G 612240 616830 42112HD 7BRWHL2 DIE-CAST 44128N 64006 67S16G 71096 7858 64126 616830 67070K 74078 "C" LORR 64139 64140 64141 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 5/16" IAMI (1/8" HS, .090 PVB, 118" HS) 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 7/16" IAMI (3/16" A, .090 PVB, 3/16" HS) 7/16" LAMI 3/16" HS, .090 PVB, 3/16" PGT# 612237 612244 7834AA 2 3 4 6 7 8 10 12 13 14 15 16 17 19 21 22 23 DwG# 4102 4025 4053 4136 4137 4131 71298 1626 4002 4134 1155 4110 4054 4066 4105 1683 24 29 32 33 35 36 37 38 39 40 41 42 43 50 51 52 53 54 55 56 59 60 61 62 63 64 65 mar F.K. Render F.K Bamder tou"ar F.K. 225-1 226 4128 4006 1235 1096 1016 4126 1683 7070 4139 4140 4141 1224 1225 4039 4044 4222 985 4067 GLASS Deb: A � 141 l I.F. FRAME HEAD 11 062 1.988 TI 43 I.F. FRAME JAMB © #4141, 6083-T6 ETRU DWG# REV] DFSCR P ION I MATL 1 PGP# 66 GLASS, 13/16" LAMI IG•1 /8 "A, 3 /8"AIR SPACE, 5/16" LAME (1 /8"A, .090 PVB, 1/8"A) 67 " 13/16" LAMI IG•1 /8 "A, 3/8" AIRSPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"HS) 68 13/16" LAM* IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8"HS) 69 13/16" LAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1 /8"A, .090 PVB, 1/8"A) 70 " 13/16" LAMI IG3 /16"A, 5/16" AIR SPACE, 5/16" LAME (1/8 "A, .090 PVB, 1/8"HS) 71 13/16" LAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1 /8 "HS) 72 13/16" LAMI IG- 118 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 73 13/16" LAMI 1G-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16 "HS) 74 " 13/16" LAMI IG1/8 "A,1 /4" AIR SPACE, 7/16" LAME (3116 "HS, .090 PVB, 3 /16"HS) 75 " 13/16" LAMI IG•3 /16"A, 3/16" AIR SPACE, 7/16" IAMI (3 /16 "A, .090 PVB, 3/16 "A) 76 " 13/16" LAMI IG3 /16 "A, 3/16" AIR SPACE 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "HS) 77 " 13/16" LAMI IG3 /16"A, 3/16" AIR SPACE, 7/16" LAMI (3 /16"HS, .090 PVB, 3 /16 "HS) 90 1014 SCREEN FRAME (HOR & VE k.) 3105 -H14 AL 91 1630 SCREEN CORNERIK 'W/RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE -.135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE- - .135 DIA. HARD EM PVC 96 SCREEN CLOTH 4/15/07 babr 10/17/05 Date: 5/13!56 2/28/05 C ADD ITEMS 41, 42843 8 R"mw,r A cheated sr J.J. NO CHANGE THIS SHEET ADD SPACE DIMENSIONS ITEMS BB THRU 77. 3{23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1328 NOKOMIS. FL 34274 Dasogotba PARTS LIST 7 3.162 2710 . 42 .F. FRAME SILL Ac #4140, 6083 -76 Visibly Better ALUM. HORIZONTAL ROLLER WINDOW, IMPACT S.,nrtreet Corr OmBan "a UMW NTS 6 t 11 4127 -10 c PRODUCT REVISED es complying with the Florida Scolding Cade Acceptance No 0 Expiration Date eF FK C) FLANGE FRAME HEAD #4102A, 6063-T6 —�11+ 082 i�- 1.451 - 1 t 2 SASH STOP #4025, 8063 -T5 21 SASH TOP & BOTTOM RAIL #4133, 6063 -T5 .678 . 1 A96 I i J C) GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W1 GRILL KIT) 4/15/07 R: —2.710 O FLANGE FRAME SILL #4136.60833 -T6 .46 0 HORIZ. ROLLER TRACK #4131, 6083-76 .061 2 32 ►{ 1.081 (+-- SASH MTG. RAIL #4008D, 6063HS-T8 1.187 878 1.096 I+- -r{III T 55 GLAZING BEAD 7/16" #4222A, 6063-T5 FRAME SILL ADAPTER #4137,6063 -T6 4;- FIXED MEETING RAIL #4054B,6063110 -78 2.i I+- 1.28r� 37 SASH SIDE RAIL #4126,6083 -75 149 a —J_ .050 — 1 .678 1.115 56 GLAZING BEAD, 7/16" #985C,6063 -T5 (USED W/ GRILL KIT) 1+-1.513+ .738 1.-1.443-► C) SASH STOP COVER #4053,8083 -T5 F.--- -2.784 1.383, .062 13 FLANGE FRAME JAMB #4002A, 6063-T6 rii7t .678 1.098- {.. —►� 53 GLAZING BEAD, 5/16" #40398,6063 -T5 ..J t t I1 59 GLAZING BEAD, 13/16" #4067.6083.75 .097 PRODUCT REVISED as complying with the Florida Building Code Aewpumce No 0 Expiration Date NO CHANGE THIS SHEET Rovstlay F.K Raanay fiK ommsy. F.K Des 10/17/05 Rwim¢ NO CHANGE THIS SHEET Wiz 5/13/06 2/25106 ReWNm,x A cheemeer J.J. NO CHANGE THIS SHEET 853/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 BOX 1528 NOKOUMIS, FL 34274 FAG" EXTRUSIONS ✓isibiy Better tar ALUM. HORIZONTAL ROLLER WINDOW, IMPACT &war 7 m 11 H8710 Half DadyNa 4127 -10 ROW c Robert L. dark. P.E. PE;839712 Structural ANCHOR QUANTRIES, XOX (114- 1I2 -114) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L ANCHOR TYPE, 2,3, WOOD 2 CONC 1, CONC Z3, WOOD 2, CONC 1, CONC & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW 812E W r H HEAD & SILL rn g HEAD & SILL -, 1 HEAD & SILL co m 13 HEAD & SILL 13 ' -, HEAD & SILL m g HEAD & SILL <, to 2. GLASS TYPES: 13 A. 5116" LAMI - (1/8° A,.090, 1/8" A) < B. 5116° LAMI - (1/8° A .090,118' HS) 53.125x 38.375 1 +C2 +1 +C2 +1 2 1+C2+1+C2+1 2 1 +C2 +1 +C2 +1 2 1+C2+1+C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 C.5 /16 " LAMI -(118' HS,.090,1/8" HS) D. 7/18' LAMI - (3/16° A,.090, 3/16° A) 48.000 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2+1 +02 +1 3 E.7/16 ° LAMI - (3116 °A,.090,3 /16' HS) 50.625 1+C2+1+C2+1 3 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 F.7 /16'LAMI- (3118" HS,.090,3/16° HS) G.13/16° LAMI IG -118° OR 3/16° A, 5/16' OR 54.030 1 +C2 +1+C2+1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02+1 3 1 +c2 +1 +C2+1 3/8" SPACE, 5/16° LAMI - (1/8".0,.090,1/8° A) 3 H. 13/18' LAMI IG - 1/8° OR 3/16' A, 5/16° OR 3/8° SPACE, 5/16° LAMI - (118' A,.090,1(8" HS) 60.000 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 I. 13/16° LAMI IG -1/B° OR 3/16' A, 5/18° OR 3/8° SPACE, 5116" LAMI - (118° HS,.090, 1/8° HS) J. 13/16° LAMI IG OR 3/16° A, 63.030 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +C3+1 -1/8' 3/16° OR 1/4° SPACE, 7/16' LAMI - (3/16' A,.090, 3N6' A) 3 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) 80.030 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1 2 L 13116° LAMI IG - 1/8° OR 3H8° A 3118' OR 1/4 °SPACE 7/18° LAMI - (3/16° HS,.090, 3/16" HS) 48.000 1 +C2+1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C2+1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2+02+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50.825 1 +C2 +1 +C2+1 3 1 +02+1 +q +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +02 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 54.030 1 +C2+1 +C2+1 3 1 +C2 +1+02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +2+02 +1 3 HEAD & SILL 10112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.030 1 +02 +1 +02 +1 3 1+02+1+(2 +1 3 1 +C2+1 +C2+1 3 1+C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +03+2+03+1 03 3 25 314` MAX FROM CORNERS. JAMBS: 9° MAX. 63.000 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2+1 3 1 +03+2 +03+1 FROM CORNERS AND 221/2° MAX. O.C. 3 TABLE KEY: 74.000x 38.375 1 +02 +2 +02 +1 2 1 +02 +1 +02 +1 2 1 +C2+2 +C2+1 2 1+02 +2 +C2 +1 2 1 +02 +2 +02+1 2 1 +C2 +2 +C2 +1 2 X O X 48.000 1 +02+2 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2+2 +C2 +1 3 1+((2 +2+02 +1 3 1 +C2+2+C2+1 3 1+C2 +2+C2 +1 3 I1 +C3 +4 +C3 +1 i 3 1-+--ANCHOR QUANTITY PER JAMB 50.625 1+C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+2+02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2+02 +1 3 1+02 +2+02 +1 3 HEAD AND SILL ANCHOR QUAN7TTY. 54.000 1 +C2 +2+C2+1 3 1 +02+1+02 +1 3 1 +02 +2+02 +1 3 1+C2 +2 +02+1 3 1 +C2 +2 +C2 +1 3 1 +03+2 +03+1 3 A CLUSTER OF (3) ANCHORS CENTERED 60.000 1 +(2+2+02+1 3 1 +02+1 +02 +1 3 1 +C2 +2+C2 +1 3 1 +C2 +2 +C2+1 3 1 +C2 +2+03+1 3 1 +03+2 +03+1 AT EACH MEETING RAIL PLUS (1) 3 ANCHOR AT EACH OPERABLE VENT 63.000 1+(2+2+02 +1 3 1 +C2 +1+02 +1 3 1 +C3+2+C3+1 3 1 +C3+2+C3+1 3 1 +C2 +2+C2 +1 3 1 +53+2+53+1 3 PLUS (4) ANCHORS AT FIXED SECTION. 84.003x 38.375 1 +02 +2+52 +1 2 1 +C2+2+C2+1 2 1 +02+2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +02 +2+02 +1 2 1 +52 +3+(2+1 2 (12) ANCHORS TOTAL AT HEAD AND SILL 48.000 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +C2 +2 +C2+1 3 1+C2 +2+C2 +1 3 1 +03 +3+03+1 3 (3° MIN. O.C. ANCHOR SPACING) 50.825 1 +C2+2 +C2 +1 3 1 +C2+2+C2 +1 3 1 +02 +2 +02+1 3 1 +02 +2 +02+1 3 1 +02 +2 +C2 +1 3 1 +03+3+C3+1 3 54.000 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +02 +2+02 +1 3 1 +02 +2 +02 +1 3 1 +02+2 +02 +1 3 1 +54 +3+04+1 3 125 3/4° max. � �'3° MIN. 1 11i 1 80.030 1 +C2+2 +C2 +1 3 1 +52 +2 +52 +1 3 1 +03+2 +03+1 3 1 +03+2 +03+1 3 1 +C2 +2 +C2+1 3 1+54 +3+54 +1 3 M ol�ucr!: &VISBD e2 c..-.7.,..,...., with the Florida ii ? .• sN ,1/4.-,-,,i. .N -el.:, .003 Expiration Data 2 MIL - 1 83.030 1 +C2 +2 +02+1 3 1 +02+2 +52 +1 3 1 +03+2 +03+1 3 1 +03+2 +03+1 3 1 +C2 +2 +C2+1 3 1 +C4+3+C4+1 3 9' REF. 1 1 1 Ill O 5 X l/ 108.375x 38.375 1 +C2 +2 +C2 +1 2 1 +C2 +2+C2+1 2 1 +C2+3 +C2 +1 2 1 +52 +3+52 +1 2 1 +C2 +3+C2 +1 2 1 +C2 +4 +C2 +1 2 -' 0 48.000 1 +C2 +3+02 +1 3 1 +02+2 +C2 +1 3 1 +03+3++1 03 3 1 +03+3+03 +1 3 1 +C2 +3+02 +1 3 1+53+4+03+1 3 MTG. RAIL, W/ QTY. OF (3) ANCHORS 50.625 1 +02+3 +52+1 3 1 +02 +2 +02+1 3 1 +C3 +3+03+1 3 1 +C3 +3+03+1 3 1 +03+3+53+1 3 1 +03+4 +03+1 3 EXAMPLE CLUSTER 54.030 1 +03+3 +03+1 3 1 +C2+2+02+1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1+04 +4 +54 +1 3 (SHOWN IN TABLE KEY ABOVE) MAX 60.030 1 +03+3+03+1 3 1 +52+2+02 +1 3 1 +04+3+04 +1 3 1+04 +3+04+1 4 1 +03+3 +03+1 3 1 +04 +4+04 +1 3 83,030 1 +q +3+03+1 3 1+02+2 +C2 +1 3 1 +04+3+04 +1 3 1 +04 +3+04+1 4 1 +04+3+04+1 3 1 +05+4 +05+1 3 " 254' 111.003x 38.375 1 +02+3+02 +1 2 1 +02+2+02 +1 2 1 +02 +3+02 +1 2 1 +(2 +3+02 +1 3 1 +02 +3+52+1 2 1 +02 +4+52 +1 2 ` +- 1112°TYP. I+-3° 48.000 1 +C2 +3+02+1 3 1+02 +2 +C2 +1 3 1 +03+3+03+1 3 1 ++3++1 3 1 +03 +3+03 +1 1 +C2 +3+02+1 3 1 +03+4+03 +1 MIN. 1 I 3 I10I 1 l 1 1 lilt 1 /D Robert L Clark, P.E. '5 S39712 50.825 1 +02 +3+02 +1 3 1 +02 +2 +02 +1 3 1 +03+3+03+1 3 1 +q +3 +03+1 3 1 +q +3+03+1 3 1+03+4+03+1 9" REF. X 3 + O X 54.000 1 +53+3+03 +1 3 1 +02 +2 +02 +1 3 1 +03+3 +03+1 3 1 +C3+3+03+1 3 1 +q +3+53+1 3 1 +04 +4+04+1 3 80.000 1 +03+3+03+1 3 1 +02 +2 +02 +1 3 1 +04 +3+04 +1 3 1 +04+3 +04+1 4 1 +C3+3+03+1 3 1 +04 +4 +04+1 3 MTG. RAIL, TYP.- 63.000 1 +03+3+03 +1 3 1 +C2 +2 +52 +1 3 1 +04 +3 +04 +1 3 1 +04+3+04 +1 4 1 +04 +3 +C4 +1 3 1 +55+4+55+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Re mf ar FK Dab: 4/15117 RwNimm: C UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. AIM 1070TeC7iNOLOOYDRa/E NOKCMI3, PL 34275 P.O. BOX MB NOKOMMIS. FL 34214 ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) ""ads FK °a°� 10/17/06 B REVISE ANCHORAGE FORMAT, HEAD & SILL Roeder F.K. oar 5/13/06 D° A CLUSTERS ADD SPACE DIMENSIONS GLASS TYPES G TT-MU L lac ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Demon* FJC nate 2/28/08 taeemay J.J. oab. 3/23106 Vtstb[y Better H5710 amts NTS 8 a 11 Danko . 4127 -10 C ANCHOR QUANTITIES, XOX (113- 1P3 -1P3) WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) ANCHOR TYPE) 8 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, ;ANC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H HEAD & SILL to 2 HEAD & SILL -, co S HEAD & SILL g co HEAD & SILL 5, to 2 HEAD & SILL li to 2 HEAD & SILL ti to 2. GLASS TYPES: co A. 5/16" LAMI - (1/8" A,.090,1/8° A) -, B. 5116' LAMI - (V8" A,.090,1/8" HS) 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 C. 5/16° LAMI - (1/8" HS,.090, 1/8" HS) 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1+02 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 D. 7/18° LAMI - (3118' A,.090, 3116" A) E. 7/16" LAMI - (3/16° A,.090, 3118" HS) 1+02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02+1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +02 +1 3 F.7/16° LAMI -(3116° HS,.090,3116 °HS) 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +02+1 3 1+02 +1 +02 +1 3 G. 13/16' LAMI 10 - 1/8" OR 3/16° A, 5/16' OR 3/8° SPACE, 5/16' LAMI - (1/8" A,.090, 1/8" A) 1+02+1 +02+1 3 1 +02+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1+02+1 +02 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +C2 +1 3 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. 13/16° LAMI IG A, 1+02 +1 +02+1 3 1 +02 +1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02 +1 +C2 +1 3 1 +03+1 +02+1 -1/8" OR 3/16" 5/18' OR 3B" SPACE, 5/16' LAMI - (118° HS,.090, 1/8" HS) 3 J. 13/16" LAMI 10 - 1/8° OR 3/16° A, 3/16" OR 114° SPACE, 7/16° LAMI - (3/18" A,.090, 3/16' A) 53.125 x 38.375 48.000 50.825 54.000 80.000 63.000 1+02 +1 +C2 +1 2 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 K. 13/16' LAMI IG - 1/8' OR 3/16" A, 3/16° OR 1/4" SPACE, 7/16" LAMI - (3/16° A,.090, 3/16" HS) 1 +C2 +1 +C2 +1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02+1 3 L. 13116" LAMI IG -1/8° OR 3/18° A, 3116" OR 1/4° SPACE, 7/16" LAMI - (3/16" HS,.090, 3/18 - HS) 1+02 +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 +C2 +1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +C2+1 +C2+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1+02+1 3 1+02 +1 +02 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02+1+02 +1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 1 +02+1 +02+1 3 1 +02+1+02+1 3 1+02 +1 +02 +1 3 1 +02+1+02 +1 3 1 +02 +1 +02 +1 3 1 +03+1+03+1 3 HEAD & SILL: 10 1/2" MAX ON EACH SIDE OF MEETING RAIL CENTERLINE 80.000x 38.375 48.000 50.625 54.000 60.000 83.000 1 +02 +1 +02+1 2 1 +02 +1+02 +1 2 1 +02 +1 +02 +1 2 1 +02+1 +02 +1 2 1 +02+1 +C2 +1 2 1 +02+1 +02+1 2 26 314° MAX. FROM CM CORNERS JAMBS : 9' MAX. FROM CORNERS AND 22112° MAX. O.C. 1 +02 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +02+1 3 1+02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +C2 +1 3 TABLE KEY: 1 +02+1+02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1+02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 X O X 1+02+1 +C2 +1 3 1 +02+1+02+1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 I1 +03+111 +03+1131-• ANCHOR QUANTITY PER JAMB P,cJJUC1' REVISED as coa ply +c3 with the Florida Building Code 0B 5.04 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 +02+1 3 T HEAD AND SILL ANCHOR QUANTITIES 1 +02+1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1+03 +1 +03+1 3 I 1 +02 +1 +02 +1 2 1 +02 +1 +02+1 2 1+02 +1 +02 +1 2 1 +02 +1 +02+1 2 1+02+1 +C2 +1 2 1 +02+1+02 +1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 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 +C3+1 +C3+1 3 1 +02 +1 +02 +1 3 1 +C2 +1+C2 +1 3 1 +02 +1 +02+1 3 1 +02+1+02 +1 3 1 +02+1 +02 +1 3 1 +03+1 ++1 02 3 1+02+1 +02 +1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +q +1+03 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1 +02 +1+02+1 3 1 +02+1 +02 +1 3 1 +C3+1+C3+1 3 1 +03+1 +03+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 2 1 +C2 +1+02 +1 2 1+02 +1 +02+1 2 1+02 +1 +02 +1 2 1+02 +1 +02+1 2 1 +02 +1 +02 +1 2 F I I 25 3/4° MAX. —+-I F"-3° MIN. 1 +02 +1 +02+1 3 1+02+1+02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1+02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +03+1 +02+1 3 0 111 1 1 +1 1 X 1+02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +03+1 9" REF. 3 X 0 1 +02+1 +02+1 3 1+02 +1 +02 +1 3 1 +03+1 +02 +1 3 1 +03+1 +02+1 3 1 +02+1 +02+1 3 1+02+1 +C3+1 3 -` 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +q +1 +02+1 3 1 +02 +1 +C2 +1 3 1 +03+1+02+1 3 OF (3) ANCHORS 1 +02+1 +02+1 2 1 +02 +1 +C2 +1 2 1 +02+1 +02+1 2 1 +02+1 +02+1 3 1 +02+1 +02+1 2 1+02 +1 +02+1 MTG. RAIL, 2 TYP.— CLUSTER W/ QTY. 1 +02+1 +02 +1 1+02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +03+1 +02+1 3 1 +03+1 +03+1 EXAMPLE 3 Acceptance No 6 P 3 (SHOWN IN TABLE KEY ABOVE) Ex.'rationDatc I3(t'Oa �7 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1+02 +1 +02+1 3 1+03+1+02+1 3 1 +02 +1 +02+1 3 1 +03+1 +02+1 3 .Dade 1'mdu 3 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02+1 +03+1 3 1 +02+1 +03 +1 4 1 +03+1 +03+1 3 1 +02 +1 +03+1 3 —25 3/4" MAX. 1 +133+1 +03+1 3 1 +C2 +1 +02 +1 3 1 +C3+1 +C3+1 3 1+03+1 +03+1 4 1 +02+1 +q +1 3 1 +04 +1 +04+1 4 1/2" I•-3' 1 +C2 +1 +02 +1 2 1 +C2 +1 +02+1 2 1 +c2+1 +02 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 1 +02 +1 +02+1 MIN 2 / 0 at � /o Robert L. Clark P.E. PE#39712 Structural 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1+02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +02 +1 +C2 +1 3 1 +02+1 +02+1 3 9' REF. _ X 0 1111 0 1 X _ 1 +02 +1 +02 +1 3 1+C2 +1 +q +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +132 +1 3 1 +q +1 +03+1 3 r 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1+03 +1 +03+1 3 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 OF (4) ANCHORS 1+02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +03+1 +02+1 3 1 +03+1 +03+1 4 1+02 +1 +q +1 3 1 +C4 +1 +C4 +1 4 MTG. RAIL' TYP• 1 +q +1 +03+1 3 1 +02 +1 +C2 +1 3 1 +03+1 +02+1 3 1 +03+1 +02 +1 4 1 +03+1 +C3+1 3 1 +C4 +1 +C4 +1 4 EXAMPLE CLUSTER W/ QTY. Readily F.K o.es 4!15477 C UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP. ADJ. 070TECHNOLOGY DRIVE NOKOMIS, +134275 P.C. BOX 1029 NOKOMIS, FL 34274 p Tg oana."r ANCHORAGE SPACING, XOX (1/3-1/3-1/3) I Nma03y F.K. Dolor 1 10/17/06 ReN.Ua: B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS T� ALUM. HORIZONTAL ROLLER WINDOW, IMPACT RoidBp F.K. Dater 5/13/08 MroMmw A ADD SPACE DIMENSIONS GLASS TYPES G THRU L Dnw, 9y F.K. pal.; 228/00 fdmBatay J.J. mo" 323106 I visibly Better HR710 sate NTS 9 a 11 Lumina* 4127 -10 �" C ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,G,H 2,3, WOOD ZONES 2, CONC GLASS TYPES C,D,E,F,I,J,K, L 1, CONC ZONES 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES WINDOW SIZE ug1 rn W v H xas cn 2 O 2 48 y O 6 w x 0, 1n to 2 J x,6 co x06 u3 m ¢0 _ F) m 2 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1+C2 +1 1 +03 +1 1 +03+1 1 +C2 +1 1 +02 +1 1 +02 +1 1 +03 +1 1 +C3 +1 1 +C3+1 1 +C2 +1 1 +02 +1 1 +C3 +1 1 +03 +1 1 +C3 +1 1 +C3+1 2+C2 +2 2 +C2 +2 2 +03 +2 2 +C3+2 2 +C3+2 1 +03 +1 2 +02 +2 2+C3 +2 2 +C3 +2 2 +03 +2 2 +C3+2 2 +C3+2 2 1 +C2 +1 2 =1 +02 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +02 +1 2 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 3 1 +C2 +1 3 1 +02 +1 3 1+02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C3+1 3 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 2 1 +02 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 3 1 +02 +1 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 3 1 +C2 +1 3 1 +03+1 3 1+C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 3 2 1 +02 +1 1 +C2 +1 3 1 +C3 +1 3 2 1 +C2 +1 2 1 +C3 +1 1 +C2 +1 3 2 1 +C2 +1 1 +02 +1 3 2 1 +C3+1 1 +C2 +1 3 2 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +02 +1 3 1 +C3 +1 3 3 1 +02 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +03 +1 3 4 1+02 +1 3 1 +C3+1 3 1 +C3 +1 4 1 +C2 +1 3 1 +C3+1 3 4 1 +C3+1 3 1 +C4 +1 3 1 +C3+1 4 1 +03 +1 3 1 +C4 +1 3 3 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 3 1 +02 +1 3 2 +03+2 3 1 +C2 +1 3 1 +02 +1 3 2 +03 +2 3 3 1 +02 +1 3 2 +C3 +2 3 1 +C3+1 3 1 +C2 +1 3 2 +C3 +2 3 4 1 +C2 +1 3 2 +C3+2 3 1 +C3 +1 4 1 +02 +1 3 2 +C3 +2 3 4 1 +C3+1 3 2 +04 +2 4 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 4 1 +C3 +1 3 2 +C4 +2 4 1 +03+1 4 1 +03 +1 3 2 +C4 +2 4 3 1 +02 +1 2 2 +C2 +2 3 2 +C2 +2 3 1 +C2 +1 2 2 +02 +2 3 4 4 1 +C2 +1 1 +02 +1 3 2 +03 +2 3 2 +C2 +2 4 3 2 +C3 +2 3 2 +C3 +2 4 1 +02 +1 1 +C2 +1 3 2 +C3 +2 3 3 2 +C3 +2 3 4 1 +C2 +1 3 2 +03 +2 4 2 +C3 +2 4 1 +02 +1 3 2 +C3 +2 4 4 1 +03 +1 3 2 +C4 +2 4 2 +C3+2 4 1 +C3 +1 3 2 +C4 +2 4 4 1 +C3 +1 3 2 +C4 +2 4 2 +03+2 4 1 +03 +1 3 2 +C4 +2 4 3 4 2 +C2 +2 2 +02 +2 2 3 2 +C2 +2 2 +C3+2 3 4 2 +C2 +2 2 +03 +2 3 4 2 +C2 +2 2 +C2 +2 2 3 2 +C2 +2 2 +03+2 3 4 4 2 +02 +2 3 2 +C3 +2 4 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 4 2 +03 +2 3 2 +04 +2 4 2+C3 +2 4 2 +03 +2 3 2 +C4 +2 4 1 +03 +1 3 2 +04 +2 4 2 +03 +2 5 2 +C3 +2 3 2+C4 +2 4 4 1 +C3+1 3 2 +C4 +2 4 2 +C4 +2 5 2 +C3 +2 4 2 +04 +2 5 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16° LAMI - (1/8" A,.090, 118" A) B. 5/16° LAMI - (1/8' A,.090, 1/8° HS) C. 5/16' LAMI - (118° 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 - (3/18° HS,.090, 3/16" HS) G. 13/16° LAMI 10 - 1/8° OR 3/18° A, 5/16' OR 3/8° SPACE, 5/16° LAMI H. 13/16° LAMI 10 -1/8° OR 3/16' A, 5/16" OR 3/8" SPACE, 5/18° LAMI I. 13/16" LAMI I0 -1/8° OR 3/16° A, 5/16' OR 3/8" SPACE, 5/18° LAMI - J. 13/16' LAMI 10 - 1/8" OR 3/16° A, 3/16" OR 1/4" SPACE, 7/16° LAMI - K. 13/16' LAMI 10 - 1/8" OR 3/16° A, 3/16° OR 1/4" SPACE, 7116° LAMI - L 13/18° LAMI 10 - 1/8" OR 3/16" A, 3/18° OR 1/4° SPACE, 7/16° LAMI - (1/8° A,.090, 1/8° A) - (1 /8" A,.090, 1/8° HS) (1/8° HS,.090, 1/8" HS) (3/16° A,.090, 3/16° A) (3/18" A,.090, 3/16" HS) - (3/16° HS,.090, 3116° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 183/4" MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 2212" MAX. O.C. TABLE KEY: 0 X 12+C3+2 13 I ANCHOR QUANTITY PER JAMB 1 HEAD AND SILL ANCHOR QUANTRIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL L 9" REF. r (3° MIN. O.C. ANCHOR SPACING) 8 3/4° MAX. --*-1 I+-3° MIN. MTG. RAIL EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9° REF. 1 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 18 3/4° MAX. �+112"TYP. 1+-3° MIN. PRODUCT ^EYISED es carap:� erilh 4i7 Florida Building Cods Accop10 No ° O8 5,0 ExpL'uicn Date LS7 -11 �.' Read FJC Date 4/15/07 Revisions: C CHG.TABLEB TO6, & SELECT VALUES DUE TO ANCHOR CAP. ADJ ae,eelq F.K. Awed8y F.K Data n F.K 0m 10/17/06 Derr: 5/13/06 2/2/28/06 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ge i one A Chooketaho J.J. ADD SPACE DIMENSIONS TO GLASS TYPES O THRU L. 23/06 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. SOX 1529 NOKOMIS. FL 34274 P �T Visa. ANCHORAGE SPACING, OX AND X0 WINDOWS r/o of rmc ALUM. H O R I Z O N T A L R O L L E R W I N D O W , I M P A C T F . n"e'o�'' Roe FE *39712 Structural �"e' HR710 Sceix to* NTS 10 m 11 4127 -10 MI ©3.4 181 CONCRETE 1x WOOD BUCK, NOTE 3 1 3/4' MIN. EII.D. TYP. NOTE 1) CONCRETE ANCHOR, NOTE 1 DETAIL A 1/4" MAX SHIM 2x WOOD BUCK, NOTE 3 WOOD ANCHOR, NOTE 2 1 3/8° MIN. DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 !4" a MAX -`- SHIM WOOD ANCHOR, NOTE 2 3/8" MIN. 1/4" MAX SHIM I CONCRETE ANCHOR, NOTE 1 1/4 MAX SHIM 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 CONCRETE ANCHOR, NOTE 1 DETAIL E NOTES: 1. FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO A TAPCONS EMBEDED 1 318" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 13/4° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPUCATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (05) OR 1/4" SS4 CRETE -FLEX WITH A #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT ©EDI710N. 1 114" MIN. (1.5 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) J 13/4" < J EXTERIOR INTERIOR MIN. E D (HEAD & SILL DETAILS A, B, C, D, G & H) DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS 1/4° MAX SHIM .•NOTE1A " 1 F' ° 1 13/4° MIN. MIN. 3.4 KSI�� E.D. TYP. CONCRETE AS DETAIL C natlBr DA, a.nwna REVISE NOTES 1& 2REGARDING TRIMFITHD. 6 EMBEDMENT. F.K. 4/15/07 C ADD 1.F. FRAME. CHO. NOTE 5 TO FBC, CURRENT EDMON' Rmislartr Rem Di FK B 2x WOOD BUCK, DETAIL D NOTE 3 7 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR, NOTE 2 1/4" MAX SHIM DETAIL H (HEAD NAILING .131 DIA. MIN. x 21/2° NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & 1. SEE 3/8" MIN. a NAILING TYPICAL FLANGE FRAME SILL SECTIONS F.K. Orson Sr F.K. bale: 10/17/09 Daft 5/13V6 Data ?/18/06 Ilartsiortz A REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES ADD NOTE B. Ore zd Ely J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P DETAIL G (SILL)) DETAIL I (JAMB)) A, TYPICAL INTEGRAL FIN FRAME SECTIONS TANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Se Suet Suet Rso 11 d 11 Visibly Better HR710 Dade Half —"„5* 4127 -10 ^3n .......a Florida Fv . - •DQ Ac::F.-« , ^. 0 u I4C4L %. 1/ (5-f`7 Robert L. Clark. P.E. PE 839712 Struebrel BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA} PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve. the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW -701" Aluminum Fixed Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L, Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Max DLO = Width - 3.75" and /or=Height- 3.75 ". The Annealed glass to be on exterior side of laminate. 2. Max. corner distance for anchors is 8.5 ", except Hexagon & Octagon corner dist not to exceed 3 ". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1" and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. ' TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 07- 0418.06 consists of this page 1 and evidence sheet E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www. miamidade.aov/buildinecode fitc\lt NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'1" 1'LD 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. FTL -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 ks c 1. akt,s.- Ishaq I. 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) UTE 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 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, ® INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 10-12 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 ® ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2008 L.UMINUM DESIGN MANUAL $ altsl$ 7. THIS PRODUCT I-1AS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Wad By PRODUCT RENEWED as couples" wYb Ste Pbrkla Buidlaa Cub naiad= Mk M� RNt- PROMO' REVISED alicsetplyies with lbe Mac Nadas Coda ate No 0 V ProdeetCaawal' tea,. F.K. A FJC a,o.or ore FJC 7114103 Ark 414/07 Data 121145103 kevhdolar B GIG. NO7E2 ASTME 1300-02 AND NEVI$ ANCHORAGE NO7E3. ADDREFERENCEE TO NOTEB AND ADD NOTE 7. TO REP REDUCE ANCHOR SPACING Pedal By: Dtdc 1070 TECHNOLOGY ORM NOKOMIS. FL 34275 P.C. BQX 1520 NOKOMIS. 1134274 PST NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT Visibly Better 8 P*701 I NTS 6'*; 1 ao.ca +e a 12 I 4259-4 /7 Rabeit CIa9L P.E PE MIS712 Structural 3/16" ANNEALED OR HEAT STRENGTHENED GLASS Rand* Road Bic FJC Raw ar FJC 7/18" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OUTSIDE Dor 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) 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OUTSIDE 11/16" NOM GLASS BITE 1 1/16" LAMI 1.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) PRODUCT RENEWED as copotag witi Melia Amacmar I D1vlUoe raft NO CHANGE 71119 SHEET 12/16D3 A NO CHANGE 71163 SHEET mm ex AK Oft 7/14/D3 CAMi"der Was 1070 TEf7MIX.CGYDIM NOKOMIS FL 34276 P.O. SQX 1829 NOKOMIS, FL 34274 Visibbb Fetter GLAZING DETAILS TICv ALUMINUM PICTURE WINDOW, IMPACT — e_ FULA 2 d 12 RNA" Mt 4259 -4 /4;(i/61 Robed L Ckuk, P.E. PE 38712 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX, SIZE = 60" DIA. OR MAX. AREA = 21.65 3Q. FT. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. S = 96" X 47" 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 "X48" OR MAX. AREA = 31.99 SQ. FT. 96" MAX. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID 48" MAX. 44 1/4" MAX. DLO F---- 921/4" MAX. DLO I RECTANGLE MAX. SIZE =48 "X96" NOTE: ® OR MAX. AREA = 32.00 SQ. FT. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. MAX. SIZE = 48 "X96" OR MAX. AREA = 30.28 SQ. FT. MAX. SIZE =48 "X96" OR MAX. AREA = 31.99 SQ. FT. PO wadies Code Es WI=a.e��t9!?aty 0 If '" Division war a KO( Rawl OF F.K oven Sr F1G r Reoblonr A e UPDATE NO CHANGE THIS SHEET Cnxiaier ode 1070 TECHNOLOGY NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 30274 Pc�T Visibly Better FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT "anemwaee 4een nnev"te Prwroi 3 s 12 I 4259-4 INTS B Robert L Cta*. P.E. PE #39712 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS mAX. SIZE = 60° DIA. OR MAX AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX AREA = 25.22 SQ. FT. MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX SIZE = 96" X 48° OR MAX AREA = 25.13 SQ. FT. EYEBROW MAX. SIZE = 96 °X48" OR MAX. AREA = 31.99 SQ. FT. 981/4" FRAME O.D. �— 96" MAX. ® 50 1/4" FRAME MAX." DLO ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. MAX. 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. ARCH. 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 +m opMnwith do PROW StrOlai Cade Ate No 2./0 Exploiting Die �/q PRODUCT . coaMyIe¢ with tie Elora* Deter Code AutpaNce Ka Daft Date Ronitaas Rand* FJC WWI* FK Daft 4107 Oats 121503 8 Rerdskes A AOO FRAME 0.11 DIMENSIONS AND UPDATE ANCHORAGE NOTE NO CHANGE INN SHEET ,met: FJC sac 7/14/03 Dritor 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BQX 1029 NOKCOMIS F134274 Pc x ULdy setter INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT sa.,veae PW701 NTS swr 4 m 12 rem' 42594 I B a >� Robert L dark. P.E. PES39712 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, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1116" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW GLASS "X' DIM. TYPE FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW "Y" DIMENSION 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A,B,C,D +80.0 I -80.0 AREA 9.70 SQ. FT. +80.0 I -80.0 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 I -80.0 14.95 SQ.FT. +80,0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 60.000 I A,B,C,D AREA +80.0 1 -80.0 11.88 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. +80.0 I -80.0 14.17 SQ. FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 65.500 I A,B,C,D 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. AREA +80.0 I -80.0 12.96 SQ.FT. +83.0 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. AREA +80.0 I -80.0 14.05 SQ.FT. +80.0 1 -80.0 16.76 SQ.FT. +80.0 I -80.0 19.48 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 22.19 SQ.FT. 22.93 SQ. FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT 82.000 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. 87.500 A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SQ.FT. 20.66 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 -81.5 +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 A32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE US i 1_U 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. w..aaF e.r< ResextBs FK PRODUCT RENEWED tbe Florida mmmgirot: Roldiag Code Montalto No Date "1- °14 SG k LaG .. s /L... 740, awe aaalBF am" FK 121$5S03 owe* yds F.1G 7114A3 8 Redskins A UPDATE DEMON PRESSURES PER ASTME 18004,2 AND NOTES. CLEAN UP TABLE 1 DESCRIPTION AND NEAOMVOS. Cr/4NGENOTE 1 ANCHORING W?N®12SCREWS Cle"1 alet Rake 1070 TECHNOLOGY DRAM NOKOM IS, a 34275 P.O. BOK MN NOKOM03, FL 34274 PdT Visibly Better FLANGED UNIT DESIGN PRESSURES nc ALUMINUM PICTURE WINDOW, IMPACT PW-701 BWe Stet N7S 5 m 12 benla.b. Re 4259-4 ffy ert L Clark, P.E. PE 031712 SWahaei TABLE 2, DESIGN PRESSURES, GLASS TYPES: INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) A. 7116" LAMINATED GLASS (3/16"A, .090, 3/16HS) F1L-3835 B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) FTL -3835 C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) FTL -3850 D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) FTL -3850 GLASS TYPE WINDOW "X' DIM. WINDOW "r 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 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. 60.000 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 j -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 +80.0 I -80.0 +80.0 I -80.0 +800 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 +00.0 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 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 I B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +00.0 -80.0 +80.0 -80.0 AREA 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 SOFT. 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 +00.0 -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 +722 -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: 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 with the Florida Ruining Code Acceptance NOe 10 Expiration OaA "L.J��/7j4� 2"! BY 4' C,L head Dias Reeder• Ode Rndm¢ aeede,: FK 47 Resfabra B UPDATE DESIGN PRESSURES PER ABM E 130DO2AND NOTES. CLEANUP TABLE 2 DESCRIPTION AND HEADOYOS. Reed eF FAG FAG Mix 12118123 Oster 7H4/03 ReMtlnt A amwe0er CHANGE NOTE 1 ANCHORING WITH#12SCREW8 aa�x 1070 TECHNOLOGY DRIVE NOKOMIS F'130275 A.O. BQX 1528 NORMS, FL 34274 aG� Ytsibty Better INTEGRAL FIN UNIT DESIGN PRESSURES m ALUMINUM PICTURE WINDOW, IMPACT Berlstektist aar< mne NTS 6 12 4259 -4 III //771; tW7 Robert Clad, P.E PE 039212 Strucheal MAX DAYLIGHT OPENING MAX. WINDOW WIDTH - HORIZONTAL SECTION (FLANGE FRAME) ) O a L 111111 ___ 0 4 ALONG ENTIRE JOINT SCREWED CORNER ASS'Y Powder (FLANGE FRAME) of MAX WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) 0 0 MAX© DAYLIGHT OPENING INSIDE VERTICAL SECTION (FLANGE FRAME) PRODUCT 4ENEWED as complying with the Florida Acayt�ameNoca -ltl2. /t Es 4t*ffD. Date 2.118121 jq By v �. tHMJ Drk Division r ;al+1.. - Revielons Maud* FJC A7 B N0 GRANDE THIS SHEET p dBp FJC VasevIlp FJC Pao 12115V3 Into 3 a»us>t A N0 CHANOE TH189HEE7 Clsaked B1: 1070 TECHNOLOGY DRVE NOHOW, FL 34275 PO 130X1529 NOXOM*B, FL 34274 Pc �T Visibly Better SECTIONS & CORNER ASS'Y, FLANGED t- ALUMINUM PICTURE WINDOW, IMPACT eWUN"* Bat itlaet FVw701 I HALF 7 12 DrOblg 42594 I B 2.784" 1 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 MAX DAYLIGHT OPENING Rased*" Dra RwWnx may: FJC tkols Rabb= NO CHANGE THIS SHEET Roved Br FX 12/1449 Rs Am= NO CHANGE THIS SNEET Oman FIG a /14/03 CewadaF balk 1070 TECHNOLOGY DRIVE NOKOAIS, F7_34278 P.O K ix MS NOKOMIS, FL 34274 P ; f Visib& Better INSIDE D L PRODUCT RENEWED as complying with the Florida guWlag Code Acceptance N" EzpiraHm Date tk �� M Dade u Oh^blao VERTICAL SECTION (INTEGRAL FIN FRAME) 0,/ SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT asarfaat PW-701 aaae HALF 8 a 12 u+rvw 42594 ITEM DWG NO. PART # DESCRIPTION 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 SM55O4 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" .970" .975° ITEM 10, 7/16 LAMI GLASS BEAD MAIL: 60633 -T5 DWG NO. 4255 bets 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 1.875° 11 .062" 2.784' ITEM 2, FLANGED FRAME MATL: 6063 -T5 DWG NO. 4253 PROLUA- t ±:a::1,FWl.0 as emptying with the file*1di B"A t I .10 Ez 4raNm Date y' ay 4 4 Oslo Division RendB F.K R.,aee>: F.K Dula Rode las NO CHANGE THIS SHEET Oster 12/15473 Regiskrax NO CHANGE 71118 SHEET tla alp F.K 7/14413 Chainat twee 1070 TECHNOLOGY OWE NOKOWS,, FL 34278 P.O.BOX 1828 NOK(OMIS. FL 34274 PST VL.ibFy Better EXTRUSION PROFILES & PARTS LIST >ta ALUMINUM PICTURE WINDOW, IMPACT SernelaxIst HALF Shat I m. wm. 9 r 12 I 4259-4 .131° DIA. M N. x 2 1/2" NAIL, AT CORNERS AND 5° O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1 1/4" MAX. SHIM CONCRETE ANCHOR (SEE NOTE 1) 1/4° MAX. SHIM • • • h SEE NOTE 1 FOR ' ° EMBEDMENT WOOD ANCHOR (SEE NOTE 2) 1 3/8" MIN. ®EMBEDMENT A 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) NOTES: A l05\e, 1. FOR CONCRETE APPLICATIONS - , USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS, EMBEDED 1 3/8" MIN., 5/16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE 1S 1 3/4" MIN. t IMS 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. t INTEGRAL FIN DETAIL B 1 1/4" MAX. SHIM WOOD ANCHOR (SEE NOTE 2) A 1 3/8' MIN. ® EMBEDMENT 2x WOOD BUCK (SEE NOTE 3) 1/4° MAX. SHIM T FLANGED DETAIL C 2` WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) r1/4" MAX. 1 SHIM 1 SEE NOTE 1 FOR :� • _ Ix WOOD BUCK ® EMBEDMENT (SEE NOTE 3) 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU a.ader Dair PRODUC I Kthtb:U1 as c"np$tog with the Nbrid° Baidi°g Cale Acceptance No d8 —I l t2. I b Expired= Date ',Art r 4d.t4 Mad Dude most app F.K sneer F.K F.K Oft 4/4877 tat" 12115173 Dater 7/1409 ?baba lioaiskeke B A REVISE AND UPDATE ANCHORAGE PER CURRENT FBC CHANGE NOTE 1 AND FA3 44 # SPACING (]°obde� Ode: 1070 TECridOLOGY DRIVE hOKOM IS P134276 P.O. BOX NOS NOKOM09, (134274 °PST Visibly Better ANCHORAGE - HEAD, SILL AND JAMBS tae ALUMINUM PICTURE WINDOW, IMPACT se"Wod,t PW -701 scat sent NTS 10 d 12 426&4 B TABLE 3. ANCHOR ON -CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE WIND. "X" DIM. p 0 = a 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 X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y 49.0' O.C." o N N n co n3 N o co ai N N N 0pp cat N a "o o es N w CO chirc0rcanr05Pi N o r N r CO N CO r N m CO m N m CO c7gc3rr�r�3rc`orasrcir co N m CO w N m r N m r N r m N N m r N N r N N CO r N NP1N r CO N CO N N r 54.5" O.C. m O N n CO r0 o r O CO 10t O N N CO as O y. m CO w O w "0 ulr0rwr3i O to r O r m O omommm 0 wrw �r O u'3- O va- O w o z- r O co vsru�r?3 r O r oNooNoNo O r O r r r u3 O u, r 0 r c,, o O r co ,as O r N 80.0" O.C. N rN 1' N O N N r N N 1 m N w N r N r N r N r m x3 CO N m a3 N CO m x5 3 w w r N r 1� r w r 1[3 w N r r wrw co ° N N N IT 0) N 85.5° OC. a x o N n, a 0 O O a x3 0 N r N a 0 0 a e. a 0 0 w a a O a r 0 0 r a vi 0 a r ca 0 m w a � 0 m a a 0 w m m w m a a r x O r a r a o m m N a r 7 r 0 r N r a- 0 m r r m N r a 0 a N � CD r N 71.0' O.C. r N r` r3 r 0 m r N r N m r < `O m as r w CO r CO r r r m _ r a0 r ^aS`rr� °'O'rwwO�wa- m m m m nargn m e) m r Ps N w „0S wrr O. <"n'- rwrco m N m nN m .-Nc�N r m w 76.5' O.c. a 0 o N n a x9 o o a as O N a- N a a3 o a m a xt o w a 0 o' a a- 0 o a- r a at o a r r r w m s- CD a a3 o m at 1'3 w o m ,4 r w w at r a3 r O a r r w r a w N "t a- x3 r o N � r a w N a r w N a PS o a N '- w CV 82.0" O.C. m r' ,- n m r ° m r. r N Co r co m r r w m , r CO s- r CO r r °air m w 03 r m x3°3+ w m a w o m " n rarer a o N m = r r -1�a- r o e- m NrNp, m r o N 87.5" O.C.i?3 CO `N"' n o ui N o CO cir N N N o' u� N m CO �l N o, co air O CO r aN- ..- r to 0 mmmommm '- w w N ais- w O O'1:a-`r; w CO m 0 m n w .-fi asN.- CO /r�' r O r CONC. rrfiN`r�NnN CO ar- m co 0 m m 93.0" O.C.u3 m r n CO 3 r o �p " r N r m v� r a m o ° r w co °r co rSr3' r m r w m wrw mmmm u'sgr ° gwr CO w CO uZr r O ra`N1 co m -w rm N "- O NON r 96.0" O•C• N N a' n N° N N N N a CO N. w N o r N r r r N o o r ai w m w N m N x3 w° m o x3 n co co N r ° o r "T °i r m n m N N r r° N r r m n o N o r: r CO N N r ° m N iz r m N NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) "X' AND "Y" DIMENSION FROM TABLE 3 (MIN. 21/8" O.C. CONCRETE SUBSTRATE) MAX. 8 1/2' FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR r DIM. �- "X" DIM. -� 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 812' FROM ANY CORNER. oebe er Reseday F.K Reeiebrer 8 NEW SHEET Road Op Dam Bo F( tw H4S3 r aelc 1070 TECHNOLOGY DRIVE 110110143, FL 31278 P.O. Mg 1529 NOKGWW FL 34274 Pic" Visibly Better ANCHORAGE, WOOD SUBSTRATE ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 114" ELCO TAPCON 4. 114" ELCO SS4 CRETEFLEX 5.5/16' ELCO TAPCON PRODUCT RENEWED 0001Ya�6 efth the FlnrHV �' as �atlM ALUMINUM PICTURE WINDOW, IMPACT oceasiat PYK701 saw NTS 6eae 11 s 12 I uaW6a 4259-3 B / /A fi/'7 P.E. Robert L Clark, PEA Shuaturai TABLE 4. ANCHOR ON.CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE WIND. "X" DIM. z O z a ¢ 1- a WINDOW 'Y" DIMENSION 15.0' 20.0' 25.0" 28.5" 30.0' 34.0" 39.5" 45.0' 48.5' 48.0" 3.,4.,5 3.,4.,5 3. 4.,5. 3.. 4.,5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 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.O. CO N N r �., m lP3 N O m P3 N N m m Pi N N e- N sr CO d. CO m PS N d. r CO `. r CO m m N a) V. r Of r r CO P3 N r% Q0 N r r m n n CO 0 0) CO fP3 .N- CO 93 CO CO N m e'o 0) m n n .4 -- CO CO e73 .N- ,- r CO P3 a- r r m ,= n m '�j co my� 0.- .N- N .r- CO 0 aa-- N r er' m I. n a r 1` CO 0 N N CO e7+ N N 54.5° O.C. CO o N r c.. CO O o CO ,f� o m CO u3 o N N m' ,� o .. r co m 0 .4. 40 N 40 W CO O W N m m o r m ,33 o r N P m m co CO O m m CO co CO o) to r n ,a m CO o CO o CO r n CO as m m ,t o N .= r m u� o N •r CO r n 4 r n m o N m i8 O N 80.0' O.C. N N r n N 0 CO 0) N 40 N N `- No,m m ZS v r N v r mm m t[ co N Of m a- OA r- Cal .- m m tai en N m 5; w N m 53 QJmmao to t� v r m < N r to h mmea� m m co N r CV N r ,_ co n v r m P NI N 65.5" 0.C. 7 O P 1. , S O O ti t O o4 m CO O N r N m m .4 r m O .." rrd m V, CO i O n r 'a tn O r O r m n m 13) a �3� O CO m v O m O m =rm m d co O v '3 O < m m m Qo V eora O N s- 'i v O N r r e _ r m .o- reNP3 3a O a O N 71.0' O.C. m m 3 o m ti N CO N m' n CO ' m fi m CO eA m n m CO co m cr'% co m CO CO d3 m CO co ti= 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 NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a ix 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a ix 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3A" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). 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. OTHER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. E -2 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ANCHORS DETAIL "8" "C" OR "D" AT BOTH ENDS AND AT BOTTOM MULLIONS M1) M2) w ANCHORS DETAIL A ANCHORS DETAIL A W1 �J W2 W W = Wl +W2 H = Hl +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 W l +W2 MULL LENGTH = H1 ANCHORS DETAIL " " "C" OR "0" AT BOTH ENDS AND AT BOTTOMS n 1 _fil I ) (r rsil / r IVP =6 / 4V3-- 1 / 1 W1 �J W2 W W = Wl +W2 H = Hl +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 W l +W2 MULL LENGTH = H1 ANCHORS DETAIL " " "C" OR "0" AT BOTH ENDS AND AT BOTTOMS n M Tt ^1 I ) (r rsil / r ..:.) s., ' / 4V3-- --W 1 W2 2 W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = Wl +W2 OR W2 +W3 NOTES; MULL LENGTH = HI 1. THE 33 1/39 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. ANCHORS DETAIL "13", "C" OR D" BOTH ENDS ANCHORS DETAIL B C" OR "0" BOTH ENDS MULLIONS —H1 i W2 -- MULLION W W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 , ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS SY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ® TO THE STRUCTURE. ULLION H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W MOULT itIENEWED Acceptance 0� TO SHEETS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS A^" G bert L Clark P.p. PE #39712 Structural T■ INDUSTRIES Rend Etc F.K. Rend By: F.K. 5730/06 575/06 Revisions: D ADD NOTES 5 & 6 C D TECH. REFS. Drawn By: P.J.P. 48/00 Description: 1" HEAVY WALL, ELEVATIONS 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 rroe: ALUMINUM TUBE CLIPPED MULLION Series /Model: Scale: Sheet Orawing No. MULLS NTS 1 or 7 6221 R ' PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1 x MULLION WOOD BUCK #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 FOR 1" MULL '4" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" #12 SCREW, SEE NOTE 3 PGT 1 x MULLION SEE NOTES 2 & 3 MIN. 2(TYP) 18(TYP) 2° OR 4" PGT 1 x MULLION WOOD BUCK REMOVED TO CONCREIL 1 SEE NOTE 1 WOOD /— BUCK2h(TYP) f 111(TYP #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 ANCHOR EMBED. SEE NOTE 2 NOTES: TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK. DETAIL "B" 1. FOR CONCREIL 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 CONCRL IL. EDGE SEE IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4". CRETE -FLEX 1 3/4" NOTE 7 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 Ca. IL -FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR 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 ® OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. PGT 1 x MULLION --- 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 SEE } NOTE 1 } TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" • MIN. ()1 (TYP #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTE 1 • ISA WOOD BUCK MASONRY ANCHOR, SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "0" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Revsd By: Robert L Clark, P.E. PE #39712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revel By: F.K. Drawn By: P.J.P. 53730/06 0 ODIfY NOTES 3 & 5 Revisions: Do 53/04 C —ADO EMBED. DETAILS Dote: 4/28/00 D.Oboe: 1" HEAVY WALL, CLIP INSTALLATION DETAIL ALUMINUM TUBE CLIPPED MULLION Serbs /Model: Scale: Sheet Drawing No. MULLS NTS 2 or 7 6221 Rev: D 1 " MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 1 " MULL CLIP WJTABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1 x 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 4MiAX. I ©A OLOCATIONS ANCHOR ©THRE ANCHOR CATIONS A/2 8M1N-1 MIN. 0 ONE LOCATIONANCHOR TWO LOCATION HOR 3MIN.TYP. (2)EQ.SP.@ (A- 3/4)/2 NOTES: 1. IMPORTANT: OUAN77TY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPUES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. MIN.TYP. --� 14MAX. 1f 1 TYP OM. BMW. MAX. © FOUR (4) ANCHOR LOCATIONS O THREE (3) ANCHOR LOCATIONS © SIX (6) ANCHOR LOCATIONS MIN.TYP. (4)EQ.SP. (A- 3/4)/4 MIN. BMIN. TYP. ® FIVE (5) ANCHOR LOCATIONS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark, P.E. PE 08712 Structural ftT INDU ES R By. 5%30/06 Rev By: 5 5/06 Revision's: D—NO MG THIS SIR C —REDR4 W, ADD DIM. &NOTE Drown By: P.J.P. 48/00 Descr 1 HEAVY WALL, ANCHOR LOCATIONS 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS, FL .34274 twe: ALUMINUM TUBE CLIPPED MULLION Salon /61odM: MULLS NTS Sheet: 3 of 7 Drawing No. 6221 Rev: D 1 8 3 8 }3 4 2 14 1 8 2 21 32 8 1 x HEAVY WALL MULLS MAT'L: 6063 —T6 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 8 1 4—` 4 3? 4 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 0 66 bert L Clark, P.E. PE #39712 Structural Rev5F.K. r730/06 11—NO CHG THIS SHT R F.K 55/06 C N0 HG THIS SHT DrWm By: P.J.P. M8/00 DeeMptlon: 1" HEAVY WALL, MULLION PROFILES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM TUBE CLIPPED MULLION Sertee/Mode Scale: Sheet Drawing No. MULLS 1 X 4 or 7 6221 Row D CHART 2. -1 x2.75x.375 QTY. & TYP. ' ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 CUP TO OPENING (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (4) B 110 (2) A (3) B (3) A (4) B 120 130 160 (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B CLIP TO MULL (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 161 170 154 170 150 170 149 170 149 170 149 170 149 170 149 170 170 170 161 170 148 170 140 170 136 170 134 170 134 170 134 170 134 170 134 170 166 170 147 170 135 165 126 153 121 146 119 142 118 141 118 141 118 141 118 141 145 152 127 131 116 116 101 107 100 100 96 96 93 93 92 92 92 92 92 92 131 131 112 112 99 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 65 64 64 63 63 63 63 86 86 73 73 65 65 58 58 54 54 50 50 48 48 46 46 45 45 44 44 73 73 62 62 54 54 49 49 45 45 42 42 40 40 38 38 37 37 36 36 67 67 57 57 50 50 45 45 41 41 38 38 36 36 35 35 33 33 32 32 54 54 45 45 40 40 35 35 32 32 30 30 28 28 27 27 26 26 24 24 43 43 37 37 32 32 28 28 26 26 24 24 22 22 21 21 20 20 19 19 36 36 30 30 26 26 23 23 21 21 19 19 18 18 17 17 16 16 15 15 25 25 21 21 18 18 16 16 23 23 19 19 17 17 15 15 CHART 1. - 1x2x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 CLIP TO OPENING (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B 0 W 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 51 47 44 42 41 41 41 41 58 49 44 40 37 35 34 34 34 34 50 43 38 34 32 30 29 28 28 28 38 32 29 26 24 22 21 20 20 20 32 27 24 22 20 18 17 17 16 16 30 25 22 20 18 17 16 15 15 24 20 17 16 19 16 16 Vertical Mull Mull Length Opening Width Horizontal Mull Opening Width Mull Length —' Multiple Mulled Units Mull Length 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. MODUCINDIEWED mcantftwitbdialmft Witheeak Meeptimoeupfratba Ns, TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS R%berk L Gark. P.E. PE $39712 Structural INDUSTRIES 1070 TECHNOLOGY DROVE NOKOMIS FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 Re By Revsd ey: F.K. 5%30/06 5%5/06 Revisions: 0-NO CHG THIS SHT C Revisions: REVISIONS Drawn By: P.J.P. 4728/00 1" HEAVY WALL, PRESSURE CHARTS 1 & 2 ALUMINUM TUBE CLIPPED MULLION Series/Mode>: MULLS Scatee NTS Sheet Drawing No. 6221 CHART 3. -1 x2.75x.650 QTY. 8t TYP. " ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 CLIP TO OPENING (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B CLIP TO MULL (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) A — (4) B 110 120 130 160 (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (2) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 170 170 170 170 170 170 170 170 170 170 170 170 (2) B 170 - (2) B (2) B (2) B (2) B (2) B (2) B (2) B 170 170 170 170 170 170 170 170 170 160 170 148 169 141 161 138 158 137 157 137 157 137 157 137 157 137 157 166 170 148 169 136 156 129 148 125 143 123 141 123 141 123 141 123 141 123 141 152 170 135 155 124 142 116 133 112 128 109 125 108 124 108 124 108 124 108 124 133 152 117 134 106 122 99 113 94 107 90 103 101 88 100 88 100 . 88 100 125 143 110 126 99 114 105 87 99 83 95 81 93 80 91 80 91 80 91 118 135 103 118 93 107 86 97 81 90 77 85 75 82 73 80 73 79 73 79 106 108 92 92 81 81 73 73 67 67 63 60 60 58 58 56 56 56 56 91 91 77 77 68 68 61 61 56 56 52 52 49 49 47 47 46 46 45 45 84 84 71 71 63 63 56 56 51 51 48 48 45 45 43 43 42 42 40 40 67 67 57 57 50 50 44 44 40 40 37 37 35 35 33 33 32 32 30 30 54 54 46 46 40 40 36 36 32 32 30 30 28 28 26 26 25 25 23 23 44 44 38 38 33 33 29 29 26 26 24 24 23 23 21 21 20 20 18 18 31 31 26 26 23 23 20 20 18 18 17 17 15 15 29 29 24 24 21 21 18 18 17 17 15 15 Vertical Mull Mull Length Opening l 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 Robin L Clark, P.E. PE #39712 Structural INDUSTRIES Rowed 8y: Revsd 9y: F.K. 30/06 5/06 Revisions: N H6 1HIS SHT Revisions: REVISIONS brown By: P.J.P. Dote: 4/28/00 1�HEAVY WALL, PRESSURE CHART 3 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 TRbr ALUMINUM TUBE CLIPPED MULLION Serbs /Modeb MULLS Scot: NTS Street: 6 or 7 Drawing No. 6221 Rer D 'CHART 4. - lx4x.375 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL^ (2) A (4) B (5) B 50 OPENING WIDTH IN INCHES 60 70 80 90 (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B 100 (2) A (4) B 110 120 130 160 (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) p1 (4) B (3)A 't6) B . (2).A (4) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (3) A (6) B (5) B 42 48 50.625 MULL LENGTH IN INCHES 54 60 63 66 72 76 78 84 90 96 108 111 144 170 170 170 170 170 170 170 154 144 140 128 112 92 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 169 170 162 170 158 170 157 170 157 170 170 154 170 143 170 136 170 131 170 128 170 127 170 170 157 127 170 170 157 127 170 170 159 170 144 170 133 170 126 170 121 170 117 169 116 166 116 165 116 165 170 170 150 170 135 170 125 170 117 166 112 156 108 150 106 145 105 144 105 144 134 170 120 165 110 148 103 136 98 127 94 120 91 115 89 112 88 111 170 125 160 112 140 102 126 95 116 90 108 86 102 83 98 81 95 79 93 170 138 121 148 108 129 99 116 92 106 87 99 83 93 80 89 78 87 75 84 111 117 98 102 90 92 83 83 77 77 73 73 69 69 66 66 62 62 112 92 95 95 82 82 74 74 67 67 62 62 58 58 54 54 52 52 48 48 78 78 67 67 60 60 54 54 50 50 47 47 44 44 42 42 38 38 64 59 27 64 54 54 47 47 42 42 37 37 34 59 50 50 43 43 38 38 34 34 31 27 22 22 19 19 17 17 15 15 34 31I29 32 32 30 30 28 28 25 25 29 27 27 26 26 23 23 Vertical Mull Mull Length I-Opening_l Width Horizontal Mull Opening Width h-- Mull 4 Length Multiple Mul ed Units Mull Length \Opening Width NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MUL77PLE 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 3/41 B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS •t f_ Clad-, P.E. PE 134712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 F.2.: 5%30/06 NO HG THIS SHT Rend 9y F.K. 5%5/06 Revisionte C-MARKED REWSIONS Drown BY" P.J.P. 48/00 1 " HEAVY WALL, PRESSURE CHART 4 Tab: ALUMINUM TUBE CLIPPED MULLION Serbsitbda MULLS Scale: NTS Sheet: 7 a 7 Drodng No. 6221 Rife D COUNT BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the ART (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the ART may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "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. 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. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No. 07-062910 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21-07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03-0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21-07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. O'1'11ER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 1ct', 1 . tshaq 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. 318" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402') CONSISTING OF (1) LITE OF 118' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.4851 CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.4651 CONSISTING OF (1) LITE OF 3/16' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3116' HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: X O X�X XO. OX. XXO, OXX, OX0 AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04-0721.01, 03. 0225.05, ANSUAF&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), 15 REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, Slit. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR 1/2' GLASS SITE A EXT. -1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16' HEAT STRENGTHEND GLASS -� �► .402 318" LAMI NOM. GLAZING OPTION A OR B NOTE 1 RetatEtiv Road* FX -*slept FX Lwow F.K a* OOr WONT Maker a Ratios A A INT. - 3/18' HEAT STRENGTHEND GLASS EXTERIOR 0 Aftio ® tit 1/2° GLASS BITE EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM .465 i_-A 7116" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS UST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 Approved as the complying with Florida IttUdIng Code Date CX / B, 70a7 NOAH 07— o 424'. `D Miami Dade Product Control/ 1.1.,1 .L IXARIFY EXT. OF GLASS, OVERALL 7f OKNE88AND GLASS BRE 7 2/07 Cwv4d* JAL ADD MAIO BITE ORA 70 GLAZING DETANA ADD MASS DEO 71BL, RE IM NOTE 1, GtAee R7. amoNOffia nava 1070 TE20YOLOGYDRIVE NORMA FL 31278 P.O. Box 1529 NOKOMA 1131274 PST Visiblj, Barter NOTES AND GLAZING DETAILS rr ALUM. FRENCH DOOR & SIDE LITES, IMPACT meow FO1G1 a: Ix m"v 1 a 10 a�A 110054 as B il Ro Qmk, P.E. PE X19712 TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: X, )O(, 0, OX, X0, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 78 - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 3° 37 1/2" 6° 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 O WIDTH 27 3/4" 361/8" 36 3/4" O WIDTH 36 3/4" SINGLE SIDE UTES WITH GLASS TYPE A +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 SINGLE SIDE UTES WITH GLASS TYPES B, C OR D -63.1 +75.0 -75.01+75.0 -75.01 +75.0 -75.01+75.0 -75.01+75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR /SIDE LITES ONLY A APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7°- 833/4" 87 3/4" 91 3/4" 8 °- 95314" 2° 251/2" 40 47 we +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 271/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -48.5 +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 -43.8 +41.4 -41.4 +39.3 -39.3 28 33 1/2" 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 +35.6 -35.6 3° 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE UTE Rend BF Drs O WIDTH GLASS TYPES A, B, C OR D 103/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.8 -42.6 381/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: ®1. GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (118° HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/18" 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 =1091/2° MAX. XXO /OXX WIDTH =107 314" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. ®5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / 437.8 PSF g. EX B FROM TABLE 1. OXXO WITH GLASS TYPE A 68° WIDE x 85° HIGH DOUBLE DOOR WITH 36 1/2" 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 -43.8 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 83 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26' SIDE LITES DESIGN PRESSURE _ +43.1 / -43.1 PSF FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. fon niagioLogyrgavE Approved as aa,pbing with the Florida Bo' ii Coda o? NoAN Miami Dade Praduct Caattui Aso lap FX Mee Rome BF DAN AaaWs FX 8 /607 A REVISED 7791E2 DESIGN PRESSURES AND CUR67E°NON-RE06s VERSION COMIEGLASS TYPES MAUSSEIMIMD N07E88=1407E3568 REVISE NOTE 1.2 68 ADD NOTATIONS 7O TAW MN02 REVUE MAX SIZEDEFFIN PRESSURE AND AMUSE AU. OPSWR TABLEI ern"SP Ora taa"ISNMk M" FJC V2207 IS 621107 pf DESIGN PRESSURES R AL LITES, FRENCH DOOR & SIDE TES, IMPACT IMDKOIB$ FL M274 visa* gate, tom Ix Sbve 2 d 10 11005 -1 I B 7 Robert L Clark, P.E. PE 838712 Structural 731/2" MAX." MAX. — +±►-SEE NOTE 3 +�— M --►1 SEE NOTE 40X OR XO SEE NOTE 4 OXO —SEE NOTE 4 X XX NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 1D. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. G DOOR DLO HEIGHT = HEIGHT -11 38" DLO WIDTH 'X' = DOOR WIDTH - 1215118" DLO WIDTH IOC = DOOR WIDTHI2 -11 W18' SIDE LITE DLO HEIGHT = HEIGHT -11 38" DLO WIDTH = WIDTH -318" 3. SIDE LITES OVERLAP 5( AND IOC DOORS BY 314" WHEN ASSEMBLED TO MAKE 'X0','OX','OXO' 70(0','OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 70C DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.648) (IOC DOOR = DOOR WIDTHl2. 4.078) 0. [In v tn:: +.t,iuit with ihr Elors'!: AudzoR C,de Ynie 0C-17. 15/ rrt I. 11-.`" d. Fassdajc tbax FX Dtle WWI F.K CORRECT VERTICAL OLO F01261E449 Rae7B>s tick RslYS ADD DLO FORMULAS FR DOOR MlaZIIDEt17SADODODR DLO D8L FX 5W117 A ID6R5•Y DEAD BOLT APIDSPIEVFY TACT. MD 2rINAOT. . Date .net 2/17107 J.J. 8/21107 1070 GOY NOKOMIS a s4215 P.O. SOX 1570 7401(03 YS FL 34274 PGT VLsibly �r ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT mda ivle FDIO! Saals NTSI 3 «10 DraW4711‘. 11005 -1 Roe B t L,c7 Robert L. twit. P.E PE 039712 Steuotund y� E � E1 I' , X m Er O 'Mi 1 'lE ! O SEE NOTE 4 OXO —SEE NOTE 4 X XX NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 1D. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. G DOOR DLO HEIGHT = HEIGHT -11 38" DLO WIDTH 'X' = DOOR WIDTH - 1215118" DLO WIDTH IOC = DOOR WIDTHI2 -11 W18' SIDE LITE DLO HEIGHT = HEIGHT -11 38" DLO WIDTH = WIDTH -318" 3. SIDE LITES OVERLAP 5( AND IOC DOORS BY 314" WHEN ASSEMBLED TO MAKE 'X0','OX','OXO' 70(0','OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 70C DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.648) (IOC DOOR = DOOR WIDTHl2. 4.078) 0. [In v tn:: +.t,iuit with ihr Elors'!: AudzoR C,de Ynie 0C-17. 15/ rrt I. 11-.`" d. Fassdajc tbax FX Dtle WWI F.K CORRECT VERTICAL OLO F01261E449 Rae7B>s tick RslYS ADD DLO FORMULAS FR DOOR MlaZIIDEt17SADODODR DLO D8L FX 5W117 A ID6R5•Y DEAD BOLT APIDSPIEVFY TACT. MD 2rINAOT. . Date .net 2/17107 J.J. 8/21107 1070 GOY NOKOMIS a s4215 P.O. SOX 1570 7401(03 YS FL 34274 PGT VLsibly �r ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT mda ivle FDIO! Saals NTSI 3 «10 DraW4711‘. 11005 -1 Roe B t L,c7 Robert L. twit. P.E PE 039712 Steuotund MAX. DLO Err INTERIOR MAX. DOOR HEIGHT Ub 1.489 EXTERIOR MAX. DLO INTERIOR MAX. SIDE LITE HEIGHT DOOR SECT. A-A SL SECT. B-B VERTICAL VERTICAL SL VIEW G-G CORNER ASSEMBLY Amerced as complying with the Florida Bunting Code Date titer t, 2.007 NOAH cop— cod °9. /0 Miami Dade Product Cbnhel 87 e I .j aajt. AmADA Oak teneteen Dar FJC new an FJC FJC Vic 8114107 2/22/07 AwAskac B NO GNAPAN711718HEET: Ilsaskse A SHOW DOUBLE HOLLOW HEAD SEGTION AT CORNER ASSEMBLY J.J. 621/07 1070 78111N01.O0YDANE NOKGVIS, 8.81278 P.O. Boma ? tD 8.84274 P T EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Vbibly /letter FD181 gate 1/2x Mont 4 d 10 4wla/b 11005.1 we B Stmctural MAX. x WIDTH DLO IC SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) [-•M �I DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY Is MAX. SL WIDTH -1 INTERIOR EXTERIOR Dow. r DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) Approved as rnmpiylee with tits Florida . Date O I Y Zoo ROAD O Miami Owe Product antral 7 r.C44. 4 nr Reset* FX Oske 87507 Raids 8 NOOHANOEM 8MEM:. !VC Ode 8M401 Amass A ADO'OOOR WAVE t7E'm8F7W. NEEA TOME StDElNGTOSEC7.RF crmosr FJC 7/71107 MAW* J.J. OsIs 811/07 1070 TECHNOLOGY DRIVE Ft 3427P P.O BQX15 NONCOMS FL34214 VERTICAL SECTIONS TRa ALUM. FRENCH DOOR & SIDE LITES, IMPACT sa.i.se,ae PD101 ae,r are 1/2X1 5 0 10 Doistb. 11005-1 B Robert L dark, P.E PE 039712 S uctrael ITEM DWG # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 20 21 22 23 24 25 PGT# 9438 60411 1010 60300 7070 67070K 955 7955X 938 7938X 956 7956A 7832X12FPXP 995 70995 998 70996 952A 6533016 11000 611000M 1670 671670 11004A 611004M 11001A 411001A 11002A 411002A 11003A 411003A 915D 60380 1010 60300 6608 66608M 1140 78X112PSATS 1048 71048 930 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/SIUCONE 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 X 2.750 X 0.650, 608145 #8 X 1.500 PH SQ A T/S JAMB SCREW COVER CAP STRIKE PLATE INSERT 26 1118 710X34PFA #10 X.750 PH. FL SMS 27 7070 67070K BULB WEATHERSTRIP .187X.300 HIGH 30 910D 6910 DOOR PANEL TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAIL 32 817 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X.625 PH. FL SMS 34 913A 60378M TRUSS CLAMP 35 1130 6TRODA 5/16 -18 THREADED ROD 36 990 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 BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW #8 X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL) 44 9838 8983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 984B 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 #8 X.750 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE 51 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADBOLTSTRIKE PLATE 53 1118 710X34PFA #10 X.750 PH FL SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL SMS ITEM 60 DWG # 920D PGT# 6920D DESCRIPTION SIDELITE HEADER 61 921D 6921 SIDELITE SILL 62 916B 60381 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 61641M SIDELITE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 712653K SETTING BLOCK, 3132" X 1/4" X 1" WIPSA 71 71267K SETTING BLOCK, 1/16" X1/2" X 1" W/PSA 72 4222A 64222 BEAD, 7/16" 73 988 6988 BEAD, 3/8" 92 988 64988 BEAD, INTERIOR 93 1224 8TP247 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 98 GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS 97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/18" HS 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 102 11008A I41106A ACETAL SPACER .295 ( INHOUSE INJECTION MOULDED) 103 OFF -THE SHELF DEAD BOLT LOCK 380 .055- ►11+ --7 ,13 OUTSWING THRESHOLD CHANNEL COVER 6063 -T6 2.750 --j .860- h 15-1 LZ TUBE MULL 8083 -T5 1.000 Approved es complying with the Florid* 8 ' Code Date . c NOA# b Miami Dale Product sy testl TSSf3`d Awed IV arc faattaar amnia Fx Data B NOCHAMGHTtB88rti$L Dead Da FJC Data BM4W KrAaase A ADD 17731103 DEAD BOLT AND VIACDVPPANEL OM.r701713tsr. lama Da FJC palmy minas, Jai. � b07 r070 IECHNao VDWPE mama PLM27e F.a BQXISM NOKOBB$ FL 34274 PST Virib(2 Bes7n PARTS LIST ALUM. FRENCH DOOR & SIDE LITES, IMPACT F0101 saga 112X err 6 0 10 aaeOAs 11005.1 a� B 4.628 4.000 0 DOOR PANEL $Q TOP & BOTTOM RAIL 6063 -T5 4.726 4.100 1.272 3.000 OFRAME HEAD 8063 -T6 .050 1.479 1 .079 ICI 1.489 3.000 O OUTSWING THRESHOLD O SL HEADER 6063 T6 O SL SILL 11 6063 TB 60 61 6063 -T6 DOOR PANEL SIDE RAIL 6063 -T5 4.726 4.100 r-1.500..-1 r-. x.125511 1 .750 TRUSS CLAMP 6083 -T5 ODOOR PANEL INTERIOR ASTRAGAL 6063 -T5 4.675 /' DOOR PANEL Q� ] EXTERIOR ASTRAGAL 6083 -T5 �-�-- 3.100 5.459 6.085 1.479 1 L .750 T 72 7116' GLAZING BEAD 6063-T5 4.588 5.212 Imo- 3.100 -+{ r+- 1.4801 3.000 .050 DOOR FRAME, JAMB 8063 -T6 .050 3.000 SL JAMB 6063 -T6 2.980 050 SL JAMB 66 ADAPTER 6063 -T8 1.820 250 ---1 37 WEATHER STRIP CHANNEL 6063 -T5 32 HINGE 6083-T5 0.375 .125 Approved as complying with the Florida Studios Code Date OG7 121 ��77 g� NoAN t D Miami Dade Product oatrol Zit r. AmedW Retiskaa Rawl* bilm FX 07807 AsistAx Oslo Bp FJC B Ars 8%4A7 AAA AmiAms A choolosilsA J.J. M0 CHANGE MA SHEET. ADD VOW7DDaSZaa GLASS MODAL 1DDH1990. 9i.4. 46a 62 � i07 1070 TECHNOLOGY DANE HMV" FL 94278 P.O.50x1828 X07(08&4 FLSI2M EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT fialealodek lair FDttn a 10 0.0.4716. ot 11005 -1 1/2x 7 B le/ rl L. Clark, P.E PE awn 2 Structural JAMB ZONE `A° HEAD _1 I ZONE "C" JAMB ZONE A" HEAD .— I ZONE ''D''—j--ZONE D°D "� JAMB ZONE °A' ,A roc JAMB ZONE ''A" SILL ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD HEAD ZONE JAMB ZONE "B" 1 ZONE�ZONE "F" _4ZOONE-} SILL , SEE TABLE 7., SHT. 9 NOTES: ZONE 13" ZONE "D "~ SEE TABLE 4., SHT. 9 JAMB ZONE "B° HEAD ZONE "E° I O JAMB ZONE "B' 1_ HEAD 1 I ZONE I ZONE E' E I JAMB ZONE XO OR Ox tZONEE "E"4 JAMB ZONE B" 1 ZONE °D" 1 ZONE "E°' SEE TABLE 6., SHT. 9 SEE TABLE 6., SHT. 9 HEAD � ZONE "D "�Z NED"F ? � �Z� t— ZONED"F"tZONED°F" tZ j JAMB ZONE A" } I ,A / <XXOOROXX \\ 1 I \\ �\ /, la W N m > / , V �ZONE'D "�ZONE"F'�ZO E� SEE TABLE 7., SHT. 9 EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19' x83 3/4" SIDE LITES °B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 314 °x83 3/4" XX DOOR ZONE "P 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. f JAMB ZONE B" f C c c I / / �\ /, \\ \ // ( 1 vv v % v rp xw N m X X -.- <Oxxo \\ I \\ V V`� II II r2E�Z0 E"F"� ZONE "F"�ZO NE- / SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 83 314'H UNIT, 71 3/4'W IOC DOOR WITH 19°W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2.1/4' ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3' MIN. O.C. FOR CONCRETE): SEE EXAMPLE 0)0(0 ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 8° MAX. FROM CORNERS, 9' MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6' MAX. FROM CORNERS AND 24 314" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Approve moot; mC with the Florida Raiding uste NOM d7 -17$Z4 /h" Miami Dade Product Conimi rynttS I. i1eX+ 4- ia�eeB are LIMer Fx MINIM NO MANGE Tl15SF�T. Rood* f.K 0147 Axatee A CHANGE X0' OR WCANCHORZONE FROM C .TOD: AllIANCHOR TYPES TOSOLLMOM Dam AA ads td,oidBle aea" FJC 212207 J. J. 1. 2110 7 1070 TECHNOLOGY A VE NdcaaV$ PL 34YJS P.11 BOX MS NOKOM1B, 8.54274 Pc �T i/tdbly 9etaer ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT NTS 8 = 10 ampft 11005-1 I B TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D 2,3, WOOD 1,2, CONC TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES A, B, C, D ANCHOR TYPE & SUBSTRATE DOOR WIDTHS %P - 25.50 TO 37.50 LOAD ZONES WIDTH x HT. X v DOOR WIDTHS %XP - 47.75 TO 71.75 WITH x HT. 25.50 x 79.75 63.75 87.75 91.75 95.75 27.50 x 79.75 83.75 87.75 91.75 95.75 29.60 x 79.75 83.75 87.75 91.75 95.75 31.50 x 79.75 83.75 87.75 91.75 95.75 33.50 x 79.76 83.75 87.76 91.75 95.75 35.50 x 79.76 83.75 87.75 91.75 95.75 37.50 x 79.75 83.75 87.76 91.75 95.75 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 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 On 4 Bp 4 Ep 4 Ep 4 4 mi 4 ma 4 4 m 4 Ep 4 Mall 4 pp 4 mai 4 4 im 4 m 4 On 4 m 4 m 4 M 4 op 4 j 4 4j 470 4 BB 4 i 4 4 up 4 no 4 m 4 3 6 47.75 x 79.75 83.75 87.75 91.75 96.75 2,3, WOOD 1,2, CONC LOAD ZONES TABLE 5.0 SIDE LITE GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, 0, D 2,3, WOOD 1,2, CONC TABLE 6. XO & OX GLASS TYPES A, B, C, D ANCHOR SUBSTRATE 2,3, WOOD 1,2, CONC TABLE 7.OXO, XXO OXX & OXXO GLASS TYPES A. B, C, D ANCHOR TfPE & 8UBSiRAlE 2,3 WOOD 1,2, CONC WIDTHS LOAD ZONES - 10.76 TO 36.75 WITH x HL DOOR WIDTHS %P - 25.50 TO 37.50 LOAD ZONES SIDE LRE WITH x HL o w 00 s DOOR WIDTHS "X" - 25.50 TO 37.50 LOAD ZONES °XX - 47.75 TO 71.75 in SIDE 100 WIDTH x HT: o 0 X 5 4 7 4 2 3 5, 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 61.76 x 79.75 83.75 87.76 91.75 95.75 5 4 7 4 2 3 5 4 7 4 2 3 6 4 7 4 2 3 5 4 7 4 2 3 8 4 7 4 3 5 55.75 x 79.75 83.75 87.75 91.75 95.75 69.75 x 79.75 83.75 87.75 91.76 95.75 83.75 x 79.75 83.75 87.76 91.75 95.7 6 4 7 4 2 3 5 4 7 4 2 3 6 4 7 4 2 3 6 4 7 4 3 5 8 4 8 4 3 5 5 6 8 4 2 3 5 5 8 4 2 3 8 5 8 4 3 5 8 6 8 4 3 6 8 5 8 4 3 5 5 5 8 4 2 3 6 6 8 4 3 5 8 6 8 4 3 5 8 6 8 4 3 5 7 8 10 4 3 5 67.75 x 79.75 83.75 87.75 91.75 95.75 71.76 x 79.75 83.75 87.75 91.75 95.75 6 5 8 4 3 5 8 6 8 4 3 5 6 5 8 4 3 5 7 8 10 4 3 5 7 6 10 4 3 6 lewd LIA FX teer Dee fraTir 8 5 8 4 3 5 6 5 9 4 3C- 7s 5 9 4 3 5 tl 7 6 10 4 3 5 IIIJII 7 6 10 4 3 6 10.75 x 79.75 83.76 87.75 91.75 95.76 12.75 x 79.75 83.75 87.75 91.75 95.75 19.00 x 79.75 83.75 87.75 91.75 95.75 21.76 x 79.75 83.75 87.75 91.76 95.75 27.75 x 79.75 83.75 87.76 91.75 95.76 38.13 x 79.75 83.75 87.75 91.76 95.75 38.75 x 79.75 83.75 87.75 91.75 95.75 4 4 4 4 4 1 1 1 1 4 4 4 4 4 1 2 2 2 2 4 4 4 4 4 4 10.75 x 79.75 83.75 87.75 91.75 95.75 4 4 4 4 4 4 4 2 4 4 4 4 4 2 2 2 2 2 4 4 4 6 5 2 2 2 2 2 5 5 5 6 6 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 12.75 x 79.75 83.75 87.75 91.75 95.75 4 4 4 4 4 19.00 x 79.75 83.75 87.76 91.75 95.75 4 4 4 4 4 2 2 2 2 2 2 21.75 x 79.75 83.75 87.75 91.75 95.75 4 4 4 5 5 2 2 2 2 3 3 3 2 2 3 3 4 4 4 27.75 x 79.75 83.76 87.75 91.76 95.75 5 5 6 6 6 7 7 7 3 3 6 6 7 7 7 3 3 3 3 3 3 4 4 4 4 4 38.13 x 79.75 83.75 87.76 91.75 95.76 8 8 7 7 7 3 3 3 3 3 3 4 4 4 4 38.75 x 79.76 83.76 87.75 91.75 95.75 8 6 7 7 7 3 3 3 3 3 3 4 4 5 5 5 4 4 5 5 5 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 42 4 2 4 2 4 2 4 2 4 2 4 2 4 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 87.75 91.75 95.75 4 4 4 4 4 12.75 x 79.75 83.75 87.76 91.75 96.76 4 4 4 4 4 19.00 x 79.75 83.75 87.75 91.76 95.75 4 4 4 4 4 21.75 x 79.75 83.75 87.75 91.75 95.75 4 4 4 5 5 27.75 x 79.75 6 83.75 5 87.75 5 91.76 6 95.75 8 36.13 x 79.76 83.76 87.75 91.75 95.76 6 6 7 7 7 38.75 x 79.75 6 83.75 6 87.75 7 91.76 7 95.75 7 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 APPROVED ANCHOR TYPES: 1.114" ELCO TAPCONS 2. 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. Approved as with the Merida Date a[..T 7f12ota7 NEW n7- -.0tPr. /O Mlamt Dade Product Comte! is tral 1. Lt.., .le FA us e,a FJG aft ram 1/17107 HaNeme A AeabelBA J.J. NO ONANSE DM SHEET: ro USE K27 ABLES 717 TAME �rr s. � COWAN �N 712' 1/77 1070 7EC73110L0GYORM NOx06IS, FL 94773 PAS BOX WM NOxOMIS. FL 34274 TJLWbIy Better ANCHOR QUANTI7Y LOAD ZONE TABLES TM ALUM. FRENCH DOOR & SIDELITES, IMPACT B,a.4me 57101 NA ewe 9 a 10 I � �11005.1 B 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1 3/8* MIN 1X WOOD BUCK NOTE 2 1/4" MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1/4" MAX SHIM WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 111 2X WOOD BUCK NOTE 2 CONC ANCHOR ON STAGGERS) CENTERS, NOTE 1 1 3/8" TYPE 1 1 314" TYPE 2 —l- ife MAX SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 11 1/4. TYPEE 11 (CONC) C) SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) 1 3/4° TYPE 2 (CONC) 1 1/4° TYPE 1 OR 2 (CMU) 1/4" MAX SHIM 1/4" IVIAX SHIM 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1 3/8" MIN. 1/4' MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1 3/8" TYPE 1 13/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 1 3/8" TYPE 1 (CONC) 4 3/4" MIN. E.D. 1 3/8* MIN. 1 /4° 1 3/4" TYPE 2 (CONC) 3 MIN. E.D. Ex-r. 1X WOOD BUCK 1.6 KSI MIN. CMU OR 2X WOOD NOTE 2 3.4 KSI MIN. CONC. BUCK NOTE 2 DOOR JAMB (WOOD) DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE 1 MAX I EXT NOTE 3 1 /4" A SHM r1/4" MAX 1 3/8" TYPE 1 p 1 3/4" TYPE 2 CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, EXT. NOTE 1 SIDE LITE JAMB (WOOD) WOOD ANCHOR TYPE 2 NOOR 3, TE 1 34 f CONC. . 2X WOOD BUCK, NOTE 2 - MIN. E.D. I KSI MIN CONC 2X WOOD BUCK NOTE 2 DOOR SILL (WOOD) DOOR SILL (GONG) 1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 3/4" MIN. E.D. 1X WOOD BUCK, NOTE 2 SIDE LITE JAMB (CONC) CONC. ANCHOR, 1X WOOD BUCK, NOTE 2 1/4" MAX SHIM 1 3/8" MIN. SIDE LITE SILL (WOOD) 3.4 KSI MIN. CONC. NOTE 1 .v. • et , MIN. ED. SIDE LITE SILL (CONC) 1/4" MAX SHIM 1 1.3/8"TYPE1 :°•:1 3/4" TYPE 2 NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8' MIN. (TYPE 1) OR 1/4°864 CRETE-FLEX EMBEDDED 13/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4° SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8° MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL 15 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. Approved es tempt :..te with the Florida Deeding Qat Date D to 2eb Nom .1,7-042/. Pc Miami Dade Doodad Central Lh.hrgts1 I (I 4:444. Rabb= Wad* PX ReautRx FX Thee 9/10.07 &TINT Awlabeic 0 &Mbar A C4ANGE170 SHEET: salsa 717£ 1 /42130Ea ON CONC. DETAIL& SPEC. TIM S ON W000 OVALS ADD ANCHOR TYPES TO NOTE 1. DomoBje babe FJC 2/22/07 thrinditt orriio7 1070 TECHNOLOGY CANE NOKOMIB Ft 84276 P.C. BQX 1529 ?MOM FL 34274 11 P 1GT ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE IJTES, IMPACT fterfink6 FD101 fireis NTS eft* 10 a 10 11005-1 Clorkt PE 039712 B Shut:heel