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WS-10-2214
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 157422 Permit Number: WS -12 -10 -2214 Scheduled Inspection Date: March 25, 2013 Inspector: Bruhn, Norman Owner: CONDO, SHORES PLAZA EAST Job Address: 735 NE 91 Street BLDG E 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 26 WINDOWS AND 4 DOOR. IMPACT RESISTANT PRODUCTS AS PER LETTER FROM ASSOCIATION. OK PER NB TO EXTEND PERMIT 180 DAYS.9/15/11 EXTENSION TIL 07/31/2012 n3 /n1/9n13 - PERMIT RFNFWAI PFR B 0 NORMAN BRUHN. NEW EXPIRATION DATE APRti Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. 4, 2013. Inspector Comments CREATED AS REINSPECTION FOR INSP - 154278. Entry door must not require special knowledge. NB March 22, 2013 For Inspections please call: (305)762 -4949 Page 3 of 48 111111111111111111111111111111111111111111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. CFN 2 O13R01726;30 OR 8k 2811E Ps 02761 (fps) RECORDED 03/05/2013 13:34:43 HARVEY RUVINp CLERK OF COURT IIIAIII -DADE COUNTYv FLORIDA LAST PAGE 2. Description of improvement: 3. Owner(s) name and address: ,14(0(1.-1=-..S 4 - cam ? N t.. 1 S M Mjt .i; t,. 33 ‘50 Interest In property: Name and address of fee simple titleholder. S'' ti dit` + O 'd - 4. Contractor's name, address and phone number: Tti31� C O . y fa,�•� \ - �s' � q cA 1 -'t ('C- -�- 305 —2.54) fg Ca G 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ B. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE C. , ENCING OR RECORDING YOUR NOTICE OF COMMENCEMENT. TATE OF FLORIDA, CCl1 Signatures) of serfs} Prepared Print Name . 'L ,.5 ' 1 • ar :• • id•.- Title /Office r/Director/Partner Prepared Print N Title /Offi 4iAR �v1e,ed before me this day o STATE OF FLORIDA COUNTY OF 111(IAMI -DADS The fo =s • Ing i yti men By P' Y Y C R y that this is a fnia co 011 Name W A. t1` s c2/a1LIFN newt. • if ,.I1 S sir P Individually, or ❑ as for Personally known, or ID produced the following type of identificatio tt Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525.FLOBIDA 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(s) of !.1,u =s • Owne s By C._ as.o, -sa oES sno _ a lis • Mir / L�kl ;' x11 ► My Comm. Expires Sep 23.2015 Commisston # EE 128810 �9x l 1`` ''' .Of1f�, Bonded Through National Notary Assn. --. zed Officer/Director/Partner /Manager who signed above: By MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANQy CGI Windows & Doors, Inc. 10100 N. W. 25th Street FEB 1 3 2013 Miami, Fl. 33172 n 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.aov /economy, /C9 -c,3 / This NOA is being issued under the applicable rules and regu11tionsgoverning the use construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "450" Aluminum Outswing glazed Doors w /wo Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W98 -01, titled "Series 450 Outswing Doors & Sidelites", sheets 1, 1.1, 1.2, 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10 -20 -97 and last revised on JUN 29, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings in sheets 1.1, 5, 6 and 7 for unit sizes Vs lock options, mullion type, sidelites, glass types and anchors. 2. For mulled units lower design pressure of doors or mullion shall control for entire assembly. 3. Exterior Design Pressure= +100 PSF Max w/ threshold (sill type S -O). Sills (thresholds) types SS -1 & SS -2 are not rated for water infiltration. See thresholds (sills) limitations notes, in sheets 4 & 6 and glass type A 1 (muntin) limitations notes, in sheet 6. 4. Narrow stile sidelites are limited to 18" or less. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises # 11- 1025.02 consists of this page 1 and evidence pages E -1& E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No. 12- 0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # 11- 1025.02). 2. Drawing No.W98-01, titled "Series 450 outswing Doors & Sidelites ", sheets 1, 1.1, 1.2, 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10 -20 -97 and last revised on JUN 29, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under file # 11- 1025.02) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94( +50.0 PSF, sill S -I only) 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing / Inswing door w /wo sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL- 0080 - 0304 -11 dated 11/28/2011 and HTL- 0080- 0902 -11, signed and sealed by Vinu J. Abraham, P.E. Note: This test report has been revised by addendum letters, issued by Architectural Testing (Former Hurricane Testing Lab), dated 01/20/12 and 04/03/12, both signed and sealed by Vinu J. Abraham, P.E. Along with manufacturer's parts and section drawing marked -up drawings of double aluminum outswing doors, issued by Architectural Testing, Test Report No(s) B- 5234.02- 450-18 dated 12/19/2011, signed and sealed by Vinu J. Abraham, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94. Along with manufacturer's parts and section drawing marked -up drawings of aluminum In/out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL - 97055 (0080- 912 -97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202- 94, specimen #4, 5A, 5B, 5C tested per PA201 -94 & PA203 -94, signed and sealed by Timothy S. Marshall, P.E. Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL -01071 (0080- 0402 -02) dated 04/01/2002 tested per PA201 -94 & PA203 -94, signed and sealed by Vinu J. Abraham, P.E. (submitted in file # 09- 0723.04). Original tests conducted per SFBC, PA 201, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. E -1 100.11. LLA,to,.- - Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12- 0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Submitted under file # 11- 1025.02) 1. Additional intermediate horizontal mull calculations, prepared by Al Farooq Corporation, dated JUN 29, 2012, signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 09/09/11 and last revised on APR 24, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under file # 11- 1025.02) 3. Glazing complies w/ ASTME- 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer ", expiring on 01/14/17. 2. Notice of Acceptance No. 08- 1224.04 issued to Solutia Inc. for "Saflex composite glass w/ PET interlayer ", expiring on 12/11/13. 3. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for "Saflex color & clear interlayer ", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 10/16/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This NOA revises # 11- 1025.02, expiring on November 09, 2016. 2. Hardware cut sheets verified and marked -up by the Architectural Testing (former Hurricane Testing lab). 3. Test proposal # 10 -0940, dated 11/17/10 approved by BNC. E -2 IC hag I. Chanda, P.E. Product Control Examiner NOA No 12- 0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 TYPICAL ELEVATIO\S 6 7/8" 38-9/16° 6 7/8" IG STEPS TO USE CHARTS SEE SHEETS 6 & 7. 6 7/8° LOCKING OPTIONS SEE CHART SHEET 1.1 LH CONFIGURATIONS SHOWN RH SIMILAR NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL FRAME WIDTH D.L. OPG. D.L. OPG. WIDTH WIDTH OUTWl 23-3/4' 12-7/8' 2/6 I-- , '¼' •/‘ . \ . . / i i / i / / i i i /. D.L OPG. HEIGHT 1.; \ \ ../ \ ■ ■ ■ ■ \ \ \ ■ c' ACTIVE ‘ 6 7/8" IG STEPS TO USE CHARTS SEE SHEETS 6 & 7. 6 7/8° LOCKING OPTIONS SEE CHART SHEET 1.1 LH CONFIGURATIONS SHOWN RH SIMILAR NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL 74-1/2" FRAME WIDTH 11 1/4" D.L OPG. WIDTH OPG. TH 6 7/8° DOOR/SIDELITE PANEL WIDTH D.L. OPG. WIDTH LI\ 23-3/4' 12-7/8' 2/6 I-- , '¼' •/‘ . \ . . 35-3/4' /"...> 1; /1 / 0:// / / / / D.L OPG. HEIGHT 41-3/4' c' ) iii 1 - . . , , . . , , 74-1/2" FRAME WIDTH 11 1/4" D.L OPG. WIDTH OPG. TH 6 7/8° MULTIPLE SIDELITES AVAILABLE (SEE SHEET 6 NOMINAL PANEL WIDTH DOOR/SIDELITE PANEL WIDTH D.L. OPG. WIDTH 2/0 23-3/4' 12-7/8' 2/6 29-3/4' , '¼' •/‘ . \ . . 35-3/4' /"...> 1; /1 / 0:// / / / / D.L OPG. HEIGHT 41-3/4' 30-7/8' '¼ -- , . . . , . . . . . iii 1 Niir , . / . . , , . . , , 94-1/2' INACTIVE 112-7/8' ACTIVE MULTIPLE SIDELITES AVAILABLE (SEE SHEET 6 NOMINAL PANEL WIDTH DOOR/SIDELITE PANEL WIDTH D.L. OPG. WIDTH 2/0 23-3/4' 12-7/8' 2/6 29-3/4' \ \ \ / - . . . 35-3/4' 24 7/8' /. // ,y 41-3/4' 30-7/8' 8/6 / / e8-1/2- 9/0 106-7/8' 94-1/2' 9/6 112-7/8' 100-1/2' 10/0 / / . . . . . . . ,... 106-1/2' / . •// . . . . . \ \ \ \ / . . . . . . 1 • i i i i ACTIVE ACTIVE / INAC11VE MULTIPLE SIDELITES AVAILABLE (SEE SHEET 6 NOMINAL PANEL WIDTH DOOR/SIDELITE PANEL WIDTH D.L. OPG. WIDTH 2/0 23-3/4' 12-7/8' 2/6 29-3/4' 18-7/8' 3/0 35-3/4' 24 7/8' 3/6 41-3/4' 30-7/8' NOMINAL PANEL HEIGHT DOOR/SIDELITE PANEL HEIGHT D.L. OPG. HEIGHT 6/8 78-7/8' 66-1/2° 7/0 82-7/8' 70-1/2' 7/6 88-7/8' 76-1/2' 8/0 94-7/8' 82-1/2' 8/6 100-7/8' e8-1/2- 9/0 106-7/8' 94-1/2' 9/6 112-7/8' 100-1/2' 10/0 118-7/9' 106-1/2' 113-1/16° FRAME WIDTH Alti HINGES 4 SEE SHEET 1.1 l ii 1 /. /. ///// /. \ /1 \ 'i \ \ \ — ',- / /- 1/ /.4 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" revision S: E 10.16.06 F 07.10.09 10.25.11 1 04.23.12 .1 06.29.12 Engr: JAVA() AHMAD FLA. p 41 70502 C.A.N 3538 / 2012 ~NU IMMO vOtth the ittld& 1110ft Cede aaaraiss Pie 12 -070 •p_s ilupiradoikmvViseot, zo/4 kA. 1. 4 Jo- LEGEND —0 — OUTSWING DOOR DETAIL — ITEM DESCRIPTION (see sheet 2 of 7) REV. PER BCCO COMMENTS UPDATED FOR 2007 FBC REV. PER BNC COMMENTS REV. PER PER(' COMMENTS NO CHANGE THIS SHEET DWG. NO.: W98-01 WINDOWS ac DOORS 10100 northwest 25 street miorni. florid° 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 sheet 1 of 7 TYPICAL ELEVATIO \S 1OA 1OAA IOB IOC & IOCC IOD & 10E 10 F DOOR HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 84" 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 80.0 80.0 100.0 110.0 96 -3/4" 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 70.0 70.0 90.0 90.0 108 -3/4" - - 100.0 110.0 100.0 110.0 - - - - 90.0 90.0 120 -3/4" - - 70.0 70.0 70.0 70.0 - - - - 70.0 70.0 10A : COPPER CREEK W/ CGI 3 POINT 10AA : BALDWIN W/ CGI 3 POINT 10B : REGENT COMMERCIAL 3 POINT 10C : BALDWIN SINGLE POINT LOCK 10CC : COPPER CREEK SINGLE POINT LOCK 10D : DOR -0 -MATIC SERIES 1690 10E : JACKSON SERIES 2085/2065 1OF : SURFACE MOUNTED LOCK LH CONFIGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) co I 3 POINT LOCK CGI DOORS r (SEE SHEET 1) TRUE HORIZONTAL MUNTIN (1 OR MORE PER DOOR OR SIDELITE PANEL) INACTIVE r jj/ iI ` 11�E / ACTIVE INACTIVE LEGEND -0 - OUTSWING DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) OPTIONAL TRUE MUNTINS DOOR OR SIDELITE RESIDENTIAL HARDWARE COMMERCIAL HARDWARE 1110940. myna) HINGE LOCATIONS MAX. DOOR HEIGHT NO. READ. MAX. SPACING UPTO 90 -3/4' 3 35 1/2' ABOVE 90 -3/4' UPTD 120' 4 44 1/2' DOORS WITH 3 HINGES LIMITED TO 100 PSF DWG. NO.: W98 -01 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" HARDWARE DESCRIPTION WINDOWS Se DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.1 of BULB VINYL CGI -382 3/16" ANN. GLASS .075" INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA OR .090" SENTRYGLAS INTERLAYER BY 'DUPONT' 3/16" ANN. GLASS SIUCONE GE -1200 DOW 995 DOW 899 BULB VINYL CGI -382 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" SENTRYG9AS INTERLAYER BY 'DUPONT' 3/16" ANN. GLASS GLASS TYPE 'Al' 1° OVERALL INSUL. LAM. GLASS SILICONE GE -1200 DOW 995 DOW 899 SIUCONE GE -1200 DOW 995 DOW 899 AIR SPACE CONSISTING OF; SPACER; ST. STEEL METAL SPACER AROUND THE PERIMETER OF THE GLASS. BULB VINYL CGI -382 3/16° ANN. GLASS .090" PVB INTERLAYER SAFLEX IIIG BY 'SOLUTIA' 3/16" HEAT STREN'D GLASS g SIUCONE GE -1200 DOW 995 DOW 899 GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS BULB VINYL CGI -382 1/8" OR 1/4° TEMP. GLASS AR SPACE 3/16° ANN. GLASS .090" PVB INTERLAYER SAFLEX IIIG BY 'SOLUTIA 3/16" HEAT STREN'D GLASS GLASS TYPE '81' 1" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS SILICONE GE -1200 DOW 995 DOW 899 BULB VINYL CGI -382 .090 ALUMINUM SHEET 1/4" PLYWOOD .090 ALUMINUM SHEET SILICONE GE -1200 DOW 995 DOW 899 7/16" OVERALL COMPOSITE PANEL BULB VINYL CGI -382 .090 ALUMINUM SHEET 3/4" PLYWOOD .090 ALUMINUM SHEET SIUCONE GE -1200 DOW 995 DOW 899 1 n OVERALL COMPOSITE PANEL M the F i -510.3 Engr. JAVAD AHMAD FLA. PE # 70592 C.A.N. 3538 c,= --, GLAZING STOP OPTIONS CGI -375 CGI -396 .672 r_ N m .742 -C. CGI -519 CGI -515 DOORS AND SIDEUTES CAN BE GLAZED USING SQUARE OR OGEE GLAZING BEADS /ADAPTERS 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 1.2 of 7 74 1/2" (TESTED SIZE) 4 1/4° 3" 24" FRAME WIDTH 6" 3° 24° MAX. 4 1/4" rn rn s -0 35 -1/2° MAX. PANEL WIDTH LARGE MISSILE IMPACT MAXIMUM DESIGN LOAD RATING = + 100.0 (FOR SIZES SHOWN ABOVE OR SMALLER UPTO CODE LIMIT) — 132.0 PSF GLASS TYPE `A' LOCK OPTION 1 OAA CGI 3 POINT MECHANISM W/ BALDWIN SERIES 8200 DEAD BOLT HAGER SS HINGES 4 1/4" 38 9/16" FRAME WIDTH 24" MAX. oo fN✓j J -0 '2. ACTIVE RIR 10$ Engr JAVAD AHMAQ CML FLA. PE # 70592 C.A.N. 3538 io taF rrit the irksids /2-,a oL o3 is DWG. NO.: W98 -01 • EI WINDOWS 8c DOORS 10100 northwest 25 street miomi, fiorido 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 1.3 of 7 , / 24 3/4" / \ \ \ \ I 1 1 I i T 68 5/8" DLO. / / 12 / \ \ \ PANEL HOGHT , 12 "MAX. — b 3 /I / / lV .....x_, `a� INACTIVE %/ ACTIVE rn rn s -0 35 -1/2° MAX. PANEL WIDTH LARGE MISSILE IMPACT MAXIMUM DESIGN LOAD RATING = + 100.0 (FOR SIZES SHOWN ABOVE OR SMALLER UPTO CODE LIMIT) — 132.0 PSF GLASS TYPE `A' LOCK OPTION 1 OAA CGI 3 POINT MECHANISM W/ BALDWIN SERIES 8200 DEAD BOLT HAGER SS HINGES 4 1/4" 38 9/16" FRAME WIDTH 24" MAX. oo fN✓j J -0 '2. ACTIVE RIR 10$ Engr JAVAD AHMAQ CML FLA. PE # 70592 C.A.N. 3538 io taF rrit the irksids /2-,a oL o3 is DWG. NO.: W98 -01 • EI WINDOWS 8c DOORS 10100 northwest 25 street miomi, fiorido 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 1.3 of 7 74 1/2" (TESTED SIZE) 4 1/4" 3° 24" MAX. FRAME WIDTH 6" 3" 24" MAX. 4 1/4" 4 1/4" Ch N rn r a ■ N a CO Ln rn 35 -1/2" MAX. 6" 24" 7 1/4" PANEL WIDTH DOORS LOAD CAPACITY - PSF FRAME HEIGHT FRAME WIDTH EXT.( +) INT.( -) Irk H I\/ tik 70.0 \ / 84-1/2" r / / / / / \ toR OR 10E \ \ / / \ \ CONCEALED VERTICAL ROD \ \ \ PANEL. HEIGHT 12" MAX. _ Ise LL i H 7. /-/ a / / / / / J ACTIVE ACTIVE CONCEALED / N rn r a ■ N a CO Ln rn 35 -1/2" MAX. 6" 24" 7 1/4" PANEL WIDTH DOORS LOAD CAPACITY - PSF FRAME HEIGHT FRAME WIDTH EXT.( +) INT.( -) 96 -1/2" 74 -1/2" 70.0 70.0 84-1/2" 74-1/2" 80.0 80.0 DOOR NOT RATED FOR WATER INFILTRATION RESISTANCE. QUALIFIED WITH ALL GLASS TYPES SHOWN ON SHEET 1.2 LOCK OPTIONS 10D AND 10E 38 9/16" FRAME WIDTH 24" MAX. H -0 CVR PANIC HARDWARE N. rn 1 7 4 CONCEALED / VERTICAL ROD Co in N / / 114 /. C y /* ri k7 IL II y \ 1OR OR IOE 25 5/8" \ ACTIVE ifl APPROVED PANIC HARDWARE FOR DOORS DOR —O —MATIC SERIES 1690 TOUCHBAR EXIT DEVICE JACKSON SERIES 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE m gN 1g s � N 2s S — 7 7 1/4° e 7 1/4" Engr: JAVAO AHMAD CIVIL. FLA. PE U70592 C.A.N. 3538 UN UN2 g i 201 2 wry the NotiAe, DWG. NO.: W98 --01 • CUL WINIDOWS 8c IDOOIRS 10100 northwest 25 street miami, fiorida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.4 of 7 BILL OF N ATERI ALS ITEM 1 2A 2B 2C 5 6 8 9 10 DESCRIPTION #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) 3/8 -16 FULLY THREADED CONTINUOUS ROD 3/8 -16 HEX NUT 1 1/2" X 1 1/2" X 3/16 "THK. ALUMINUM PLATE SHEAR CLIP (EXT. NO. 506) DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS & 24" O.C. MAX. 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 6" FROM ENDS, 3 Q CENTER OF PAIRS SPACED 6" O.C. & 24" O.C. MAX. #10 X 1" PH —PH —SS TEKS SCREW, © 3" & 7" FROM ENDS & 19 -3/8" O.C. MAX. #14 X 3/4" HEX HEAD S/S TEKS SCREW AT 6" FROM ENDS & 24 3/16" O.C. MAX. .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) .350 HIGH FOAM —TITE WEATHERSEAL (AMESBURY # 32011) ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) 10A 10AA 10B 10C 10CC 10D 10E 10F 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. CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY BALDWIN SERIES 8200, KWIKSET 780. REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SERIES 8200. SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK SERIES 082410. DOR -0 —MATIC SERIES 1690 TOUCHBAR PANIC EXIT DEVICE WITH CONCEALED VERTICAL ROD SEE SHEET 1.4. JACKSON 20 SERIES PANIC EXIT WITH 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE SEE SHEET 1.4. CGI CUSTOM S- URFACE MOUNTED SLIDE BOLTS WITH CGI END BOLTS AT ACTIVE LEAF (AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 DEAD BOLT. 12 13 1 41 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. Engr: JAVAD AHMAD CIVIL g FLA. PE i 70592 C.A.N. 3538 t=rim the Marble tailiostassi*Ek0 liegissoim 3 DWG. NO.: W98 -01 • CG\ WINDOWS 8c DOORS 10100 northwest 25 street miami, Florida 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 2 of 7 .750 4.462 .125 1.812 .100 2.082 CGI -507 DOOR FRAME HEAD /SILL CGI -511 JAMB COVER 4.562 CGI — 509 FRAME JAMB /MULLION i .125 CGI -503 NARROW SIDELITE STILE CGI -502 JAMB /LOCK /SIDELITE STILE .656 CGI — 505 ASTRAGAL .075 CGI -500A TOP RAIL CG —510 SIDELITE MULLION f j tj .465 .075 I�--�I k -1.063 CGI -508 FRAME COVER 1.844 CGI -501 BOTTOM RAIL CGI -540 4.000 SADDLE THRESHOLDS 1.844 3.277 CGI -514 HORIZONTAL MUNTIN 9. .639 CGI -375 CGI -396 Eogr dAVAD AHMAD FLA. PE # 70592 C.A.N. 538 Vic' nevuoto martat. die NOW Ailarlemos 1AnIf CGI -504 -- • L m co .67E •--.080 1 a .742 F� CGI -519 CGI -515 DWG. NO.: W98 -01 • cm. WINDOWS ac DOORS 10100 northwest 25 street miami, florido 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 2.1 of 7 Bol t Assembly Rod Keyed Cylinder /Deadbol Assy. _ 1 ( p Bol t Housing #10 x 3/4" PH SMS Flushbolt Tip Linkage Assy. Connection Wheel TOP SECTION SHOWN (BOTTOM SIMILAR) CGi CUSTOM 3 —POINT LOCK 1/2" Flushbolt Activator TOP SECTION SHOWN (BOTTOM SIMILAR) 12 #10 x 3/4" PH SMS 8 x 1/2" PH MS Flushbolts (Inactive Panel) 1/2" f Bolt Tip nil' MI t j i Threaded Rod Keyed Cylinder Deadbolt Assembly 0 Actuator Arm #10 x 3/4" PH SMS REGENT 3 POINT COMMERCIAL LOCK V Actuator Arm 1/2° Bolt Housing Bolt Tip 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 iEngr: JAVA? AHMAQ MIL g g • FLA. PE # 70592 C.A.N. 5S 8 111011UCT REVISOR otl� le Fterkk ... tr. DWG. NO.: W98 -01 • EI WINDOWS 8c DOORS 10100 northwest 25 street miami, florido 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 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 Engr. JAVAD AHMAD CNfL • FLA. PE # 70592 C.A.N. 3538 #8 x 3/4" FH SMS Strike Plate Top Guide w /trip release Top Bolt Jackson 20861 1/2° Bottom Bolt R #10 x 1/2" FH MS �. �-. #10 x 1/2" Bolt Guide �— FH MS 4'T MEVINFA A*i —.1Ne d 04./. // DWG. NO.: W98 -01 • EI WINDOWS 23c DOORS 10100 northwest 25 street miami, florido 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 2.3 of 7 1X4 PT WOOD SEE NOTE BELOW 0 w LLJ SEALANT cu N. ▪ W I T �A i -IF 3 1/4" DIA. ULTRACON 6" M ENDS AND 24" 0.C. ( INTERMEDIAT ANCH RS) (SEE HEET ) KSl CONQ E r. 0 0 in 2A 1/4" DIA. ULTRACON • _ SEE SHEET 7 iI ED' E D(ST44 11 '414 OPTIONAL 17111 INSTALLATION { } INTO 2X4 PT WOOD 2X4 PT WOOD SEE NOTE BELC SEE SHEETS 2.2 & 2.3 FOR BOLT ENGAGEMENT TYPICAL TYPICAL n OPTIONAL SQUARE GLAZING (SEE SHEET t2) TYPICAL #12 SCREWS 3/ END 1/4" DIA. ULTRACON @ 6" FROM ENDS AND 24" 0.C. (INTERMEDIATE ANCHORS) .I 3 I CON ETE 1• 4• 4 I' I I I w TYPICAL JAMB ANCHORS 1/4" DIA. ULTRACON @ 6" FROM ENDS AND 19 -3/8" O.C. FOR LOADS UPTO 70 PSF • 14 -1/2° O.C. FOR LOADS UPTO 110 PSF 12" O.C. FOR LOADS ABOVE 110 PSF (SEE SHEET 7) — 1X4 PT WOOD 509 511 TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY 1/4" DIA. ULTRACON 509 1 -1/4" 14 -1.250 2X4 PT WOOD .150 EXTERIOR OPTIONAL INSTALLATION INTO 2X4 PT WOOD NOTE: 1X OR 2X WOOD BUCKS NOT BY CGI MUST BE PROPERLY SECURED AND MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM. NOTE: ALL ANCHOR CONDITIONS SHOWN ON SHEETS 3, 4 AND 5 MAY BE DIRECTLY TO MASONRY WITH 1/4" MAX. SHIM SPACe WITHOUT VARIATION IN CAPACITY. d E 11 s 1 1/4" MAX. SHIM INTERIOR FRAME WIDTH Engr: JAV.AD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 W EXTERIOR MEVISIVI the Dot /t l// A ASTRAGAL READ. FOR WATER RESISTANT DOORS ONLY 502 OR 16 co t INACTIVE (1QI■ OUT SWING DOOR LOCK OPTIONS SEE SHEET 1.1 DWG. NO.: W98 -01 • rak WINDOWS 8c DOORS 10100 northwest 25 street miomi, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 3 of 7 THIS SILL IS NOT RATED FOR WATER ADA SADDLE EXTERIOR SWEEP --� .500 MULLION #1 b 2.878 511 O O 1250 --a 511 DOOR FRAME WIDTH 502 SMALL SIDELITE STILE (EXT. 503) AT SIDELITES 1' -6" WIDE OR SMALLER. 6 1.918 .125 502 4.812 EXTERIOR © SEALANT SIDELITE PANEL WIDTH 1X4 PT WOOD SEE NOTE SHEET 3 511 - SIDELITE FRAME WIDTH b- -1.844 188 Imp& ' 41111MIL 4- -.125 N !`7 N 4" WIDE SADDLE THRESHOLD 540 SIDELITE FRAME WIDTH THIS SILL IS NOT RATED FOR WATER RESIDENTIAL SADDLE 1/4" DIA. ULTRACON @ 6" FROM ENDS & 24" O.C. 3 SI CONCRETE 4 DOE ' IST. 4 M REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS Engr: JAVAD AHMAD CML FLA. PE 91 70582 C.A.N. 3538 eIlr�.trt� Ilwlitti flistak, 1/4" SHIM 1 /4" DIA. ULTRACON © 6" FROM ENDS & 19 -3/8" O.C. AT INTERMEDIATE ANCHORS SEE SHEET 6 DWG. NO.: W98 -01 • CG\ WINDOWS Be DOORS 10100 northwest 25 street miomi, fiorido 33172 product : Series 450 Outswing Doors Sc Sidelites dote : 10 -20 -97 sheet 4 of 7 511 MULLION TYPE 1 WIDE STILE -WIDE S11LE 502 1.918 4.812 SIDELITE PANEL WIDTH DOOR SIMILAR 511 4.812 SEALANT EXTERIOR SIDELITE PANEL WIDTH 511 675 L MULLION TYPE 2 WIDE STILE- NARROW S11LE 502 J.675 4.812 .675 1.062 SIDELITE PANEL WIDTH DOOR SIMILAR 1.918 EXTERIOR SIDELITE PANEL WIDTH 511 511 MULLION TYPE 3 NARROW STILE- NARROW STILE 503 WIDTH (W) - DOOR PANEL + FIXED PANEL 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS 503 EXTERIOR l 1.918 1 Engr. JAVAD AMMO �3 CIVIL i t ill FL A. PE # 70592 C.AJ1. 3538. VROPI SIDELITE PANEL WIDTH SIDELITE PANEL WIDTH g 08 w Y. 0 X - 292012 MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 3 / / / / / /' C / \\ \` �\ `• ii ) / /% EXT.( +) INT.( -) J' v INT.( -) 1/6 2/0 2/6 3/0 3/6 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 503 EXTERIOR l 1.918 1 Engr. JAVAD AMMO �3 CIVIL i t ill FL A. PE # 70592 C.AJ1. 3538. VROPI SIDELITE PANEL WIDTH SIDELITE PANEL WIDTH g 08 w Y. 0 X - 292012 MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 3 WIDTH (W) HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 1/6 2/0 2/6 3/0 3/6 6/8 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 100.0 110.0 - - 100.0 110.0 70.0 70.0 - - 1/6 2/0 2/6 3/0 3/6 7/0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 100.0 110.0 - - 100.0 110.0 - - - - 1/6 2/0 2/6 3/0 3/6 7/6 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 70.0 70.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 70.0 70.0 - - 100.0 110.0 - - - - 1/6 2/0 2/6 3/0 3/6 8/0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 70.0 70.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 - - - - 100.0 104.6 - - - - 1/6 2/0 2/6 3/0 3/6 8/6 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 100.0 100.4 - - 98.9 98.9 - - - - 70.0 70.0 - - - - 1/6 2/0 2/6 3/0 100.0 110.0 100.0 110.0 100.0 110.0 9/0 100.0 110.0 100.0 104.1 - - 98.1 98.1 70.0 70.0 - - 82.9 82.9 - - - - 1/6 2/0 2/6 3/0 70.0 70.0 70.0 70.0 100.0 110.0 9/6 70.0 70.0 70.0 70.0 - - 70.0 70.0 - - - - 70.0 70.0 - - - - 1/6 2/0 2/6 3/0 70.0 70.0 70.0 70.0 70.0 70.0 10/0 70.0 70.0 70.0 70.0 - - 70.0 70.0 - - - - 59.9 59.9 - - - - 19118DUcT WINED D Aviipftwes WsiaiWki DWG. NO.: W98 --01 CG\ WINDOWS 8c DOORS 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 5 of ) s sheet 6 of 7 ) PANEL PERFORMANCE CHART FOR SINGLE & DOUBLE DOORS & SINGLE SIDELITES (NARROW STILE SIDELITES LIMITED TO 18° OR LESS) DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'A' 7/18n COMPOSITE PANELS 1° COMPOSITE PANELS GLASS TYPE 'Al' GLASS TYPES 'H' & 'HI' NOM. PANEL WIDTH NOM. PANEL HEIGHT EXT. CO INT. (-) EXT. C +) INT. C -) EXT. C +) INT. C -) 2/0 2/6 3/0 3/6 6/8 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 7/0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 7/6 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 105.0 105.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 8/0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 70.0 70.0 70.0 so 70.0 is - - 2/0 2/6 3/0 3/6 8/6 100.0 110.0 70.0 IK 70.0 * - - 100.0 110.0 70.0 sr 70.0 so - - 100.0 110.0 70.0 so 70.0 * - - 70.0 70.0 70.0 NI 70.0 NI - - 2/0 2/6 3/0 9/0 100.0 110.0 70.0 * 70.0 is - - 100.0 110.0 70.0 Ill 70.0 sr - - 100.0 110.0 70.0 so 70.0 s¢ - - 2/0 2/6 3/0 9/6 70.0 70.0 70.0 so 70.0 IN - - 70.0 70.0 70.0 is 70.0 III - - 70.0 70.0 70.0 so 70.0 IN - - 2/0 2/6 3/0 10/0 70.0 70.0 70.0 so 70.0 is - - 70.0 70.0 70.0 so 70.0 sK - - 70.0 70.0 70.0 so 70,0 sr - - LOADS HOWN AB(E ARE FOR DOORS USING THRESHOLDS IN ANY CONDITION AND ® & (SSS) 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) ♦ PANEL WIDTH n Y PANEL WIDTH PANEL WIDTH.] NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 PARTIAL COMPOSITE PANEL OR GLASS APPLICABLE TO DOOR /SIDELITE THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS AND SIDELITES. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. STEPS TO USE CHARTS; 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2010 FLORIDA BLDG. CODE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF' FBC. 3. SELECT A DOOR SYSTEM I.E. OUTSWING AND TYPE OF THRESHOLD AND LOCK OPTIONS. 4. CHECK THE ALLOWABLE' EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE. CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEET 7) 6. FOR MULLED SIDELITE REFER TO MULLION CAPACITY. 7. LOWER DESIGN PRESSURE FROM LOCK, GLASS, PANEL PERFORMANCE, MULLION AND ANCHOR CAPACITY AT SILL AND THRESHOLD TYPES SHALL CONTROL FOR THE ENTIRE SYSTEM. Engr. JAVA° AHMAD CIVIL FLA. PE 70592 C.A.N. 3538 ilikintrilk No 2-67©6.03 onipwlissilwe 0 as a. z 0 C U 0 .N c a 0 W 0 0 A 1) 0 v 0 ti- W S co rn 0 1 a_ drawing no. W98 -01 DOOR HEIGHT 6" 24" r MAX. 1 io I I, DOOR HEIGHT PANEL WIDTH SINGLE DOOR OR SIDELITE 6° 24" MAX 1___ • - MULLION ANCHORS AT SIDEUTE 24" MAX. MTG. STILE ANCHORS 3" MIN. TYP. ANCHOR SPACING " (II I I DOOR HEIGHT MTG. STILE ANCHORS PANEL WIDTH PANEL WIDTH DOUBLE DOOR CLUSTER OF ANCHORS 3, 4, 5 OR 6 (3) 2 AT SIDEUTE 1 AT 000R (5) 3 AT SIDEUTE 2 AT DOOR SEE CHART FOR CAPACITY MULLION ANCHORS AT SIDELITES MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL DIMS. / / / / / / / \\ `\ \ \ NOMINAL DIMS. DESIGN LOAD CAPACTY-PSF \ \ `\ `\ \ \`\ r / / / TYPE 'C' TYPE 'B' & TYPE 'C' AT SS1 SILL TYPE 'C' AT 5 -0 & SS2 SILL MTG. STILE ANCHORS PANEL WIDTH PANEL WIDTH DOUBLE DOOR CLUSTER OF ANCHORS 3, 4, 5 OR 6 (3) 2 AT SIDEUTE 1 AT 000R (5) 3 AT SIDEUTE 2 AT DOOR SEE CHART FOR CAPACITY MULLION ANCHORS AT SIDELITES MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL DIMS. DESIGN LOAD CAPACTY -PSF NOMINAL DIMS. DESIGN LOAD CAPACTY-PSF TYPE 'B' TYPE 'C' TYPE 'B' & TYPE 'C' AT SS1 SILL TYPE 'C' AT 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 Ks1, Fy =155 K51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE -AT HEAD 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY .EDGE DISTANCES INTO CONCRETE AND MASONRY = 2" MIN. INTO W000 STRUCTURE = 1" MIN. TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT 6" FROM CORNERS MAX. SPACING 24" O.C. AT HEAD & SILL. TYPE 'C'- 1/4" DI . ULTRACON BY 'ELCO' (Fu..177 K51, Fym155 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. -AT HEAD OR SILL STEPS TO USE CHARTS; 1. SELECT TYPE OF ANCHOR. 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE LOAD CAPACITY. THIS LOAD CAPACITY MUST MEET OR EXCEED DESIGN WIND LOAD REQUIREMENT DETERMINE IN STEP 1 OF SHEET 6. Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 :raft ike Phyla Asiliptioso_ Ili /2- 7t) !+rues .p3 na‘u z ot Pim ga 0 0 a 0t CIO matil ° to" Tr" I Ct Pe Ilizfn=8 COMP - ANL \W98 -01CG) C U FAX. (305) 593 -6592 rn 0 N c 0 0 a L a -0 0 0 a 4 0 s 0 • r-. A' drowing no. W98 -01 sheet 7 of 7 #12 SCREWS 2/ END EXTERIOR HEAD CORNER DETAIL CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SILPRUF. (SS2) RE IDENTIAL SADDLE SILL CORNER CONSTRUCTION INTERIOR #12 SCREWS 3/ END PANEL CORNER DETAIL 2 X 2 X 1/4" ALUM ANGLE #12 SCREWS . 2/ LEG EXTERIOR INTERIOR (SSI) ADA SILL CORNER DETAIL 2 X 2 X 1/4" ALUM ANGLE #12 SCREWS 2/ LEG EXTERIOR rissoUCT liSEVISED _wrUl 8be ! licobosim Pipe /2-4.7.9k03 ihopkwr A/Qrr�Il20 /C STD. SILL CORNER DETAIL INTERIOR ADA SILL @ MULLION Engr. JAVA') AMINAD FLA. PE # 70592 C.A.N. 538 f c 0 .c e ,o 1 1 a C0 0 W 0 v 0 a O c 1 tti OD 01 N 0 0 1 0 c � drawing no. W98 -01 sheet 7.1of 7 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING FBC 20 LO Permit No. Master Permit No. ( ? 11 ROOFING JOB ADDRESS: -13 5 N,P 1 1. 51 City: Miami Shores County: Miami Dade Zip: 3 3 k e_.) Folio/Parcel #: Is the Building Historically Designated: Yes NO > Flood Zone: OWNER: Name (Fee Simple Titleholder): -roc, LA-2A l Address: 71 5 f°f 1 ( S City: V\ \ 4 `k S Irk d (LP-3 State: 6 I Tenant/Lessee Name: Phone #: 3°5 - 151 ( Phone #: Zip: 3 ) 38 Email: CONTRACTOR: Company Name: i t"f -- C-' M? It'A d " g Phone #: 3 C.- 2Ste ( ( Address: g 715 1' q�'= City: M ■ Aa-Y7 State: -EL-0 Zip: 3 3 \ ( Qualifier Name: J `' ' ` T- VIA./3l Phone #: State Certification or Registration #: C G 6 k 1 Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: © S tiA19 - Phone #: 7 o ce -- 5`41 + Li o‘ Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: DAddition OAlteration Description of Work: 1. )(. N,CI 1:) New DRepair/Replace Color thru tile: DDemolition Submittal Fee $ Permit Fee $ J CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby, made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. d Signature Owner or Agent The foregoing instrument was acknowledged before me this 13 2013 , byQ ,AV1z.�2 day of who i • ersonally known to ' . e or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 011111111101/41/ My Commission Expires: APPROVED BY .r N. N. NI 'II ili1 1 111\ Contractor / g instrument was acknowledged l fore me this/ day of r 0N , 2013 by <-41 - iArktoott , who s personally -known a or who has produced as identification and who did take an oath. F-F/19 Plans Examiner NOTARY PUBLIC: Sign: Print: at Oil/Wilde My Commission Expires: 3 9 iWorA7' /0/ )l% os�v n� .�....,aio LAURA A ,= I' OMISSION #F ! ! EXPIRES: January 10, 2017 Bid Nu Budget tietny Series Zoning Stnictural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06 /10 /2009)(Revised 3 /15 /09)(Revised 7/10/2007) 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: ECENED JUL 1 8° FBC 20 l° Permit No. 1 — \ ©' Z21'1 Master Permit No. ROOFING City: Miami Shores County: Miami Dade zip: 33 k as Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): SA-- ` ?Lk21as C-CtiNs-t O Phone #: . S "1 i - °C0°\ Address: 74-G- Off- City: \-\S'\ oiu-sc State: M Ac- Zip: Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name:-*- c P \ �� ?--kS ■x= Phone #: B65— 2C-t (0(9(o (o Address: 11 SW \r-G City: M\ 4\a ■1 State:.'t' l_.b Pit 111C zip: 3 3 1-1 (n Qualifier Name: ---)°'`\"%4 T• tONst.S Phone #: State Certification or-Registration #: C C -014150 C rtificat-e orCompetency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: t1Jv (iA 0 C,,>.-MLI -Z Phone #: 704, - 5`x^1A' or firt ermit: $ Pe of WOW, 1t = ation 00 # -V " Squar near Footage of Work: ®New ZI)pr/R,s dace molition et-t-x-4 'cia. [wits ‘,-,C$'1,) Color thru tile: ****************** * * ** ** * * ***** ********Feesx��x *x ****** x°* �x�x�x**** x:* x�x��xa°�x�xx°�x�x** **** * * * *a°a ** Submittal Fee $ Permit Fee $ c O CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ ZC Bonding Cornpany's,Nanne'(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 FI.ECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signat Signa'.'e Owner or Agent I The foregoing instrument was acknowle dged before me this 1 e forego ''g instrument was acknowledged 1-for- m7e this ! -7 day of , 20 I by Ca ( l I a e day of �' . r , 2012-, by 3'6� I�/ 1(,l e who is persona y known to me or who has produced D.1--- wh� rsonally known ,. e or who has produced 14g U 1 O- 9fr0 Sys identification and who did take an oath. > n fication and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: My Commiss 1 4 si A 4 I My Comm. Expires May 17, 2013 ••., �s.s t. * Commission # DD 855424 Sign: Print: My Com ****** **** * ***** * ** * ** **** *gum ******************************* ***** * **** * ********* ****** * **,, * * * *********** ** APPROVED BY ,077-� � Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk June 21, 2012 ?fie Shores Plaza Past Condominium Association, Inc. 745 North East 91'° Street Mlami Shores, FL 33138 305- 759 -9069 - Voloe/Fax TheSPECAino(&oomcastnet- E-Mall 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. 1111i111111111111111111111111111111 111111111111111111111111111 0ti - tZ -60' 9O -9011) i 5t'StZti13lt€1 :'a2 /311VA12103 01 31 VNf CI SS3/100V Sa 3�£V1i311T-130 ION tt3GN3S t)l: Na,fi1311 ZT /SZ/90 00 T 3CI 0EE 3TXTN o0or gla c$ 39 191SO917M(! v1 Z 53 r �iiWNrir � l 30131911 •311 CIF zrigiTrE Er 09LL 066 't.uuu u-Lim W17I wq31.4►l .7a - - -- ___ 3141-1031100 1Y 0103 'SS-34100V Ntl f113H 3H1 i0 1HOlti 3H101 3d013AN3 JO dOl id 83)1011S 30Vid S5-7tc.q bW 'II-v-(0V -411_ crIC 0E01 3trooNocivx),-m.4\-)-kaNA1 \twz)cq,ons \_\)i?)\(4 slEE —1 II-b61bb000 s SCMAN3S19L50d SElEE H'WO4Slu1eMW 39a4S v316 1523 IsliPki 7,1• SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY 11 Complete items 1, 2, and 3. Also complete Item 4 if Restrdcted Delivery is desired: IS Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the rrlallpiece, or on the front if space permits; Q Agent 0 Addressee r D. Date of Delivery A. is delivery address different from item 1? to Yes If YES, enter delivery address blow: 0 No 3 Service Type 0 Certified Mali a Express Mail O Registered 11 Return Receipt for Mew Insured Mail 0 C.O.D. 4. Restricted Delivery? (Extra Fee) El Yes 2. Article Number (Transfer from sl_ PS Form 3811 , February 2004 7009 3410 0001 9987 7760 Pomestlo Return Receipt W2595-02414540 ,19 .-3 3 cam, c Miami Shores Viltage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N..12 --At ZZ \� Owner's Name (Fee Simple Title Holder): S kVcZA T Cot-'10 Phone #: 365-151-10(0`1 Owner'sAddress: 145- N c3t\ City: kk State : M n Zip Code: 33 t'a 8 Job Address (Of where work is being done): 1 City: Miami Shores State: Florida Zip Code: 33 \ 3 Contractor's Company Name: "t AZ- ►c�P + o 106 Phone #: 36C--2-51P- (0( Address: g 1 t S' sw \ 2C\ City: State: �F' t) �sk Zip Code: -331 -143 Qualifier's Name : i Y - 1. b - t.)-i Lic. Number: Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work: G -Ic o C I hereby certify that the work has been abandoned and/or the contractor /architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless for all legal involvement. owner or Agent The foregoing instrument was aknowledged before me this I /day of ` t 20 12,43y ( (L Tc,d corer Who is personally known to me or who h s p uced '• �--4* �+t (49— (1°- LQ 0° as indeenntification. Nota Public: Sign: Seal: 1 ,, Pf,,,, MARIA M. SOLIS Notary Public - State of Florida 1r �n e My Comm. Expires May 17, 2013 Commission # 00 855424 "44 etc Contractor or Architect strument was aknowledged before m ,20iaty or who has produced as indent cation. Notary Pu Sign: Seal: lic: •.Hi Pt.1e MARIA M. SOUS g Notary Public • State of Florida x My Comm. Expires May 17, 2013 tV di t¢ Commission # 00 855424 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. \} ■ `' \ 0-0(9/14* Master Permit No. BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ` �-; Qom/ OWNER: Name (Fee Simple Titleholder 0 fe5�b & T:5 Phone# / I%'1 Address: 74 NE 916.3: �(e City: M 1 A t'� t L* e State: -- Zip: 13 Tenant/Lessee Name: Phone #: Email: IC,711713 • ni BY: eeeeeeee eeeee 00%••. JOB ADDRESS: 5 NE ®t City: Miami Shores Folio/Parcel #: County: lr E Miami Dade Zip: 3.3 d 3$ Is the Building Historically Designated: Yes NO V Flood Zone: CONTRACTOR: Company Name: / i , 1 ' } � W Phone #: 1!0 r� 1i Address: 06 ( ls.14--4-t, 1 City: 1"kASSLAA State: FL Zip: r331Sr. ' Qualifier Name: (1-0A/VA 1 Q,ii Phone #: 3" (e (®X frK State Certification or gistration #: 5e.,C k 3 i t 4961 t4 Certificate of Competency I#: Contact Phone #: (o (b 't) Cq y _— Em(ail Address: chitect/En C N.C.V Zsl?fA/Ve" DESIGNER: Architect/Engineer: Value of Work for this Permit: $ iO(I'6 Type of Work: Address UAlteration Description of Work: (e{() Phone #: 5-( - 0} Square/Linear Footage of Work: UNew ORepair/Replace lotAitik4A-A LAN' ODemolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Submittal Fee $ Permit Fee $ Z �� CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ go/ . CO Bonding Company's Name (if applicable) Bonding Company's Address City Y3r State Zip Mortgage Lender's Name (if applicable) 4)C 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 ofsuch posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ner or Agent Contractor The for oing ins ;' ent was a• ., iwled: ed re me thi The fore oing instrument was acknow % edged before me this day of i 20 , by l� ,� i� 1 �i Y of 20 b b �F .. i t i/ O- day Y mow who is personally known to me or who has produced who is personally known to me or who has produced as identification and who did take an oath. As identification and who did take an oath. NOT Sign: Print: NOTARY PUBLIC: My Commission Expires: APPROVED BY 2"! /5 .4 G '2/1° !fir 10 (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Plans Examiner Structural Review Zoning Clerk 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 735 NE 91 Street Number: BLDG E Miami Shores, FL 33138 -0000 113206044001 Block: Lot: SHORES PLAZA EAST CONDO Owner Information Address Phone Cell SHORES PLAZA EAST CONDO MIAMI SHORES FL 33138 -0000 Contractor(s) Phone SOUTH FLORIDA IMPACT WINDOWS (305)668 -8805 Cell Phone Type of Work: WINDOWS & DOORS No of Openings: 30 Additional Info: IMPACT Classification: Commercial Scanning: 8 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $6.00 $6.00 $6.00 $2.00 $5.00 $400.00 $60.00 $24.00 $8.00 $517.00 Pay Date Pay Type Invoice # WS -12 -10 -39679 12/23/2010 Check #: 13011 $ 467.00 $ 50.00 12/16/2010 Check #: 6706 $ 50.00 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. December 23, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date December 23, 2010 1 Tie Shores Plaza East Condominium .association, Inc. 745 North East 914 Street Miami Shores, FL 33138 305-759-9089 - Voice/Fax TheSPECAina@aomoanet- E-Mail October 15, 2011 Norman Bruhn (CBO) Building Director Miami Shores Building Dept. 10050 NE 2"a Ave Miami Shores, FL 33138 Re: Permit Number WS -12 -10 =2214 For Address: 735 NE 91 Street: Bldg. E Miami Shores, FL 33138 Permit Type: Wndows/Shutters Expiration Date: 12/14/2011 Dear Mr Bruhn, R CEI \TVT- DEC 0 7 2011 BY: 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 The Shores Plaza East Condominium Association, Inc. 745 North East 91°' Street Miami Shores, FL 33138 305 - 759 -9069 / FAX 305 - 759 -2101 E-MAIL spe123 @att.net September 13, 2011 Norman Bruhn (CBO) Building Director Miami Shores Building Dept. 10050 NE 2'"' Ave Miami Shores, FL 33138 Re: Permit Number WS -12 -10 -2214 For Address: 735 NE 91 Street: Bldg. E Miami Shores, FL 33138 Permit Type: Windows /Shutters Expiration Date: 09/14 /2011 Dear Mr Bruhn, RECEIVED SEP 14 2011 BY: 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 Doat - ?93aSki5 AR C F LTECTL 711 S W 445m Terrace Miarm, Florida 33 AL: i_1 C31NEERIN8 ca 55 (786) 54 -9401 esuarez a7suarezerig.com www.suarezeng.corn' January 24, 2010 Miami Shores Village Building Department 10050 Northeast 2nd Avenue Miami Shores, FL 33138 Tel: (305) 795 -2204 RE: Permit #12 -10 -2242 745 NE 915` 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 M1AM1•DAp 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 9/1105, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then . it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05- 1018.01 and consists of this page 1 and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMI1 114,D 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 1/05- 1018.01) Manuel Per Product Control a:t 11 NOA No. 07 -0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA #05- 1018.01) E -2 Manuel Pe Product Control Mr, er NOA No. 07 r22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'11'ED 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 Largaesparla, 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.1}TL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, 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 4110 r or uel ' , P.E. Product Con + i i r NOA No. • $ .22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5118" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16' LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER C. 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER D. 7/18" LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716* LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER G. 13/16" LAMI 10: (1) UTE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/18" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX1KF_EPSAFE MAXIMUM PVB INTERLAYER. H. 13/1 8° LAMI K3: (1) LITE OF 118" 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 5/18° LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) UTES OF 3/16' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K.13/16" LAMI 10: (1) UTE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 718° LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3 /16* HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L 13/16° LAMI 10: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER ®M. 13/18' LAMI IG: (1) UTE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: "OX° (1/1, VIEW AND RADIUS TOP, ALL WI LOW OR HIGH SILL OPTION) R. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-4645, FTL- 4846, FTL4647, FTL -4848, FTL -4649, FTL -4860. FTL- 4851, FTL-4723, FTL-4957, FTL-4958 AND FTL -5083. ANSIIAF &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). FJC bete bete 11/13ANt NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 8 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 Mattes Rsitekes ft., or FX 1/24/0B A CHANGE NO7E3 3 at. ADD NOTE 9. ADD GLASS TYPE M TO NOTE 1. GLAZING OPTIONS ADDF L -4723 TO NOTE 7. bang: FJC 911/)6 flet.eex J.L 2123107 1070 TECHNOLOGY DRIVE NOK080S, FL 34278 P.O.9DX 1870 NdOD108, R. UM P` T' Yis * Barer GENERAL NOTES 1te ALUM. SINGLE HUNG WINDOW, IMPACT adealleadt SEW Soft lave NTS 1 d 11 oetvth4040 -20 B /� sr 0707 Robert L CYak, P.E. PE 039712 Structures IT1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5/18" NOM. 5/16" LAMINATED GLASS RersIBN Ore 1/2' NOM. GLASS BITE ® NOTE: LAMI IG OUTBOARD LTES MAY BE UPGRADED TO 3/18" WITH NO CHANGE IN DESIGN PRESSURE. G] EXTERIOR INTERIOR E> (ALL SECTIONS) 3/18' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7 /18' LAMINATED 7/16" LAMINATED GLASS 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/18" LAMINATED AIR SPACE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 13/18" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3118" ANNEALED OR HEAT STRENGTHENED GLASS 7/18' LAMINATED AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13118" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI Reviskos t* FJC Dstir 11/1308 atswer FJC Dasw 1/24A18 A ADD ITS! 92 TO SIBLAMJI.Q GLASS (A,A,AJ & MAN IG NOTE NO CHANGE 71A3SHEET eimoeF FJC Imps J.J. Cat 1070 TECHNOLOGY DRNE NOKOMIS, FL MTh P.O. 807C 120 NOICOMS. FL34274 Pc-,T volt* Berm. GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT arisIblot 8/1700 Full ac avhrea 2 d 11 4040 -20 B Robert L Clerk, P.E. PE#39712 Structural 1/1 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS W/ HIGH SILL OPTION ® TABLE 1. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 83" 66" 88" 70" 72" 74" 76" 4g" A,B,M £ +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 50" A,B,M ® +50.0 -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 AS, +50.0 -50.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 53 lir A,B,M ® +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 38 318" 44" 50 5/8" 63" 72" 74" 78" 48" A,B,MA +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 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 -76.9 +70.0 -70.0 +88.8 -88.8 +67.6 -67.8 531/8" A,B,M, +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +88.0 -68.0 +68.7 -6E17 +65.5 -85.5 UP TO 631/8" C,D,E,F,G,H,LJ,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 W/ 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 = 76" FLANGED AND 75" INTEGRAL FIN) 531/8" D,E,F,J,K,L 171/8" I 2211/16" +80.0 � -80.0 +80.0 � -80. 28 3/18" 33 3/4" 39 5118" 44 13/16" 50 3(8" 55 15/16" +g 0 +80.0 1 -80.0 +80.0 1 -80.0 +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. 5/16" LAMI - (118"A,.090,1/8 "A) FTL -4847, 4648, 4723, 4957 B. 5/18" LAMI - (1 /8"A,.090,1 /8"HS) FTL4647, 4848 C. 5116" LAMI -(1/S HS,.090,1 /8"HS) FTL- 4647, 4648 D. 7/15" LAMI - (3116"A,.090, 3/16"A) FTL- 4645, 4885 E. 7/18" LAMI - (3/16"A,.090, 3/18"HS) F1L -4845 F. 7/16" LAMI - (3/18"HS,.090, 3/16"HS) FTL -4845 G. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1 /8"A) F1L -4646, 4723 H. 13/16" LAMI 10 - 1/8"HS, AIR SPACE, 5/18" LAMI - (1 /8"A,.090,1/8"HS) FR.-4648 1. 13/16" LAMI IG - 1 /8"HS, AIR SPACE, 5116" LAMI - (1/8"HS,.090,1/8"HS) F11.-4648 .1. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"A) FTL- 4849, 4850 K. 13/16" LAMI IG - 1/8"HS, AIR SPACE, 7 /16" LAMI - (3116"A,.090, 3/18"HS) F1L -4649, 4650, 4958 L 13/16" LAMI 10 - lI8"HS, AIR SPACE, 7/18" LAMI - (3/16"HS,.090, 3/16"HS) F IL- 4849, 4650 M. 13/16" LAMI 10 - 118"A, AIR SPACE, 5/16" LAMI - (1 /8"A,.090, 1 /8"A)A FTL-8063 "0" MEETING RAIL �H W HT. *Cr MEETING RAIL "O" MEETING RAIL MINUS SASH HT S SH NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING? FROM THE FLANGED TIP - TO-TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 125/8" MINIMUM TO 38" MAXIMUM.® n.rl3D Doge needDD cols FK 11113108 Froblars Radar cogs F.K 124/08 CI"nq. Dots F.K 911105 n.ddoes UPDATE TO AMA E 130002 FEMOYE STD VIEW SASH NT REF, TAME 21070 TEOSSOLOOYDRIVE B REVISED CUSTOM FORMAT EPS. ADD INT. FIN. UPOAIE TEST NOS NORMS. FL 34276 Rorkkar A ADD F714723 TO MASS TYPES A AND 0. 6lededex Dogs J.J. 223/17 P.O.eAC1We NOKOMW. FL 34274 Pc �T VLd81Y 1 DESIGN PRESSURES ire ALUM. SINGLE HUNG WINDOW IMPACT S,erms NTS Nom 3 d 11 D•�N4 4040 -20 Robert L Clerk, P.E. PE#38712 Structural SE Ti SE SEE DLO TABLE 1 SEE DLO TABLE DETAIL A 1/1 B 0 j DETAIL 631/8" MAX. FLA 49 5/8" MAX. FIXED rDLO (ALL) - 621/8° MAX. I.F.1 D "-•-i 1-- E. DLO 1BLE 2 j 1 - 175" I.F. p � HEI MAX. ®M FLAN( HEI 1BLE IAX.) L X j 38 MAX. SASH HEI /16" HT 40 7/8" 48 1/4" MAX. xmkm nl n I"r 1 ♦ � 52 5/8" SEE DLO TABLE 1 SEE DLO TABLE DETAIL A 1/1 B 0 j DETAIL 75" I.F. HEI HT ®Ii FLAN HEI X j A 20" SASH HEIGHT 343/16" B B DETAIL D VIEW (CUSTOM SASH) GED WIDTHA DTH Lin ED GED ;HT 1A SEE DLO TABLE O 75' MAX. A I.F. HEI HT SEE DLO ® TABLE 76" MAX. FLANGED HEI HT t SEE DLO TABLE X j DETAIL B VIEW (STANDARD SASH) E 75" MAX. I.F. HEI HT ® MAX. FLANGED HEI HT 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 Ibist Dais 75" MAX. I.F. HEI HT SEE DLO TABLE DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 343/16" B 41 5/8" 41 1/4" C 41 1/4" 40 7/8" D 52 5/8" 5211/16" E 52 1/4" 52 5/16" SASH LOW HIGH DETAIL SILL SILL A 341/2" 343/16" B 27 7/16" 271/8" C 277/16" 271/8" D 16 3/8" 153/4" E 163/8" 153/4" TABLE 5. A 76" FLANGED HEI .b� 201/ Raw sic FJC Dais 1V13A9 lasakkar B one 1n4/08 blvvos Raw"s A ADD INTEGRAL FIN (I.F.) VERSION( an NOTES ADD NOTE 4. ?AS CHANGE THIS SHEET J.J. 2/23/07 1070 TECHNOLOGY DRIVE NOKMS%FLMTh P.O.60XIMO NOKOMB, FL 31274 PG..T Vtdb)y Better ELEVATIONS rrt ALUM. SINGLE HUNG WINDOW, IMPACT s.edreat eats I Nat SN700 NTS 4 s 11 4040 -20 Robert L Clark, P.E. PE#39712 Structural MAX. HEIGHT DA OP D I--- 2.784' tF MAX. FD(ED LITE DAYLIGHT OPENING Iij !I OUTSIDE MAX. OPENING VENT DAYLIGHT O try I 2.330° (LOW SILL) 111 SEEI INSIDE 7,8OR17 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING OUTSIDE 1 is ,_:,..„__ m HIGH SILL ULTRALIFT ONLY SECTION B-B (LOW SILL SHOWN) 00 NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,1) 1111111111111911111181111,1611161.11111111111111, 11.1191189111111111114411111:1• I 2.710' OUTSIDE I ' MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE m 2. SILL LOW SILL 2. LOW SILL HEAD 0 2.846' (HIGH SILL) ALTERNATE HIGH SILL ULTRALIFT ONLY 0 0 MT Mk ®I.F. FRAME OUTSIDE JAMB 2.710' yl OUTSIDE IftadUr FJC Oft 11/13fi$ ReWas ADDLE SECTIONS B CONSOLIDATE BAL. COMPONENTS Aft 1N4AS Orr W1/05 Resifts A NOO1ANGE THIS SHEET "Asa I 1070 TECHNOLOGY tRME NCKOMIS, F9.34275 P.O.&m16TH NOKOMIS, FL34274 P, �T V Ibb r SECTIONS SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) Q PRODUCTIU¢VIma as cmeMsg *Mt lie Piedila thattlag Cede Ateepenne Ne Date • 2011 7- ALUM. SINGLE HUNG WINDOW, IMPACT aedeedee SMOD Hair Week 5 + 11 arum 4040 -20 Robert L Clark, P.E PE #39112 Structural ITEM DWG.# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612226 2 1156 #8 X1.000 QUAD PN. SMS 781PQA 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 612244 8 4025 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/8 ", 5/8 ", OR 11'16" 10 1080 BALANCE COVER, 318" OR 6/8" 6BALCVR916 11 C. GLASS, 5116" LAMI, (116"1-IS,.090 PVB,1/8"HS) #8 X.750 PH. PN. SM S 7834"4 12 E. GLASS, 7 /16" LAM, (1/8".090 PVB,1/8"HS) BALANCE BOTTOM BRACKET 7BALTBKT 13 1085/1085 SASH TOP GUIDE 42504 15 1 GLASS, 13/16" LAM 10 ;1/8"15, AR SPACE, 5/18" LAMA, (1/8"HS,.090 PVB,1/8"HS) #8 X1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX 16 1080 -1 BALANCE COVER, 11 /16" 6BALCVR670 17 4053 SASH STOP COVER 64053 18 4029 -1 SASH BRACKET 7ULBRKT 19 #8-32 X 12" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 64054C 23 4006C SASH TOP RAL 64006 25 1235 VNSTP.,.170 X 270 BACK, FIN SEAL 67518G 26 1096 SWEEP LATCH 71096 27 1016 #8 X.625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 812230 30 1226 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 812231 34 1268 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK 3/32° X25164" X1' 71622K 36 1052 LIMIG SETTING BLOCK 1 "X3 /4 "X1/16" 710521( 37 1224 VINYL GULL BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAL BEAD BULB (THIN) 8TP248K 41 4039B GLAZING BEAD, 5/16 LAM. GLASS, 640396 42 40446 GLAZING BEAD, 5/18 LAM W /GRILL KIT 644703 44 4222A GLAZING BEAD, 7/16" LAM 84222 45 985C GLAZING BEAD, 7/18" LAM VWGRILL KIT 6985 46 4087 GLAZING BEAD, 13/18° LANI I.G. 64087 47 4071A FRAZVE, IF. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 84072 49 4073A FRAME, I.F. HIGH SILL 64073 50 4074B FRAI E, I.F. JAMB 64074 52 4009 SILL LATCH (EGRESS) (LOW SILL} 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 82740 55 1014 SCREEN FRAME (HOR. & VER.) 81014 66 1630 SCREEN CORNER KEYVIPRINGS 71630 57 1831 SCREEN CORNER KEY W1OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1824 SCREEN SPLINE -.135 DIA FOAM 61624K Aeneas mee F.1( • 1V1308 Amen*: Ore FJC 1/24/98 Reoisla 8 �. =,7-771 AOI7177 maim CHO. DES(5R1Pr70N REM 7,1813 Dense" mre FJ 8/!05 :bibs A areas e,� J.J. NO CHANGE 1t88 814E82 %./13/07 1070 TECHNOLOGY ERNE NOKOMB, R 34270 PA. BOX 1020 Nd OMIS,RS4274 ITEM LNG.# DESCRIPTION PGr# 60 1635 SCREEN SPLINE -.135 DIA. HARD 818351( 61 SCREEN CLOTH 61816 63 505 GLAZING CHANNEL (.688 X.500) 6533402 64 1181 #6 X1.000 PH. BUGLE TEK 708X1 87 GLAZING TAPE, 1/16X12- 7 /16LAM 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 89 4050A FLANGE FRAME 811 (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS 5/16" LAM, (1/8"A,.090 PVB,1/8°A) 81 B. GLASS, 5/16" LAM, (1/8".090 PVB,1/8"HS) 82 C. GLASS, 5116" LAMI, (116"1-IS,.090 PVB,1/8"HS) 83 D. GLASS, 7/16" LAM, (116"A,.090 PVB,1/8 A) 84 E. GLASS, 7 /16" LAM, (1/8".090 PVB,1/8"HS) 85 F. GLASS, 7 /16° LAM, (1/81HS,.090 PV6,1B"HS) 86 G. GLASS, 13/16" LAM IG;1/8"FIS, AR SPACE, 5 /18" LAM, (118A.090 PVB,1/8"A) 87 H. GLASS, 13/16" LAM 1G;1/8"HS, AIR SPACE, 5/16" LAW, (1/8 "A..090 PVB,1/8"HS) 88 1 GLASS, 13/16" LAM 10 ;1/8"15, AR SPACE, 5/18" LAMA, (1/8"HS,.090 PVB,1/8"HS) 89 J. GLASS, 13/18" LAM IG; 1 /8°-IS, AR SPACE, 7/16" LAM, (3/16"A,090 PVB,3/18"A) 90 K. GLASS, 13/16' LAM IG;116"HS, AIR SPACE, 7/16" LAM, (3/16 "A.090 PVB,3/1 6"HS) 91 L GLASS, 13/16" LAM IG; 1/8°HS, AIR SPACE, 7/18" LAW, (3/16115,.090 PVB,3/1 6"HS) 92 ML GLASS, 13/16" LAM IG;1/8A AIR SPACE, 5116" LAM, (1/87L090 PtB,1/8"A) 2784 1 0 47 FRAME, I.F. HEAD ® #4071A, 6063 -T6 FRAME, .F. LOW SILL #4072A,8083 -T6 PRODUCT UMW as comWyhy midi lie Pled& Baldlag Code A«epnmceNs 6_7,1::2 06 • Date )7. •/6,1 26/1 FRAME, I.F. JAMB 49 FRAME, .F. HIGH SILL A 4/40746, 6083x6 #4073A, 6083 46 (USED AS RADIUS TOP HEAD) 113GT Vtrtbiy Beemr PARTS LIST 7- ALUM. SINGLE HUNG WINDOW, IMPACT Selleakdst 801700 NTS se,c cn 6 a 11 I rauo* 4040 -20 Robert L Cook, P.E. P5 939712 Sbuchoal I+- 2.784 1 O FLANGE FRAME HEAD #4002A, 6083-T8 .082 O FLANGE FRAME JAMB #4004, 8063-T5 (USED AS RADIUS TOP HEAD) FIXED MEETING RAIL #4054A,8083HD -T6A .082 3.448 1 I i 2.330 O FLANGE FRAME SILL (Lam #40030,6063 -T8 H f� k- 1.451..1 J OSASH STOP #4025, 8083 -T5 1.707 .082 23 SASH TOP RAIL #4008C, 6083HS-16 2.946 N- 2.784 --►{ CD FLANGE FRAME SILL (HIGH) #4050A, 808346 H- 1.513 -H 1.738 17 SASH STOP COVER #4053,6083 -T5 ® I.F. FRAME SEALANT ALONG ENTIRE JOINT ii14111° 6 or 50 11/- FRAMEA L__ 6 or 50 SEALANT OR GASKET AT HEAD AND SILL WELD ALONG SCREW BOSS (2) VIEW D -D VIEW E -E {1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION —1 1.165 I+ - 31 SASH SIDE RAIL #4008, 8063-T5 28 SASH BOTTOM RAIL(LOW) #4007, 6063-T5 88 SASH BOTTOM RAIL (HIGH) #4051A, 6063 -T5 .878 1.098- O GLAZING BEAD 7/16" #4222, 8063-T5 .050 1.115_ 45 GLAZING BEAD, 7/16" #9850,8063 -T5 (USED W/ GRILL KIT) .878 osoi .878 Logs —r—17 41 GLAZING BEAD, 5/16" #4039B,6083 -T5 re .050 --► .878 1.098 GLAZING BEAD, 5/18" #4044B, 8083-T5 (USED W/ GRILL KIT) —1- 1.097 GLAZING BEAD, 13/16" IG #4087, 8083 -T5 PRODUCT REVISED as tompl71eg *Rh lie MAY Y Cede Attephmce N" * - r Dab.an':Y.0 Rawl* Dale fivaditp Deft Fx 11/13/08 "."ear aft FIE 1/24/66 FJC 9/1/06 UPDATE FRAME CORNER ASSEMBLY TOINDLUDELF. AND UPGRADE MEN 21 ALLOY. NO CHANGE THIS SHEET T17Z07 1070 TECHNOLOGY DRIVE NORMS. PL 34270 P.0.9QX 1029 NOXOMB, FL 347/4 PST Vtslbly Better EXTRUSIONS & FRAME CORNER DETAIL 7- ALUM. SINGLE HUNG (WIDOW, IMPACT SH700 Sonic Half eeeet 7 " 11 orema4040 -20 B Robert L Clark, P.E. PE A39712 structural ANCHOR SUBSTRATE: ANCHOR QUANTITIES FOR 1M FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 28. 603 34. 603 40.803 46.603 52.603 58.603 64.603 76.000 TYPE` NONE- 0 U 0 6110116.- 0 0 00 0 6NOND- o 3 0 U 0 (scao.6-ONONO U 0 U U U U o 3 0 U 0 <6NON6 U 0 0 00 0 -6 o U NZO- U U O6,:4ONZO U o 3 U 0 U -O 0 WWDOW WIDTH GLASS TYPE 19.125 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 1`2 1 2.2 1 2 2 1 2,2 1 2 2 1 2-2 1 2 2 1 2 2 1 2,2 1 2:2 1 212 1 2 2 1 2 2 1 2 2.2 1 3 1 2 2 1 3,3 A,B,M 1 121. 1 1111211 1 1 1 112221222222222222222222222222222232233 1 1 1 1 1 1 1 1 1 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 1 212 1 303 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 22 1 2 3 1 3 3 1 2 2 1 33 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 23 2 33 1 2'2 1 3 3 2 3.4 1 3 2 1 3 3 2 3-4 1 3 3 1 4 4 A B,M 1 12122.2231:22.2231. 1 1 1 1 1 1 1 2232322232 1 1 1 1 1 ;3222'333223;3343.233343344 1 1 1 1 1 1 1 1 1 1 1 37.000 C,D,E,F,G, HAW. 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 AB,M 1 2212222; 1 1 1 3122323222. 1 1 2 1 1 32322232 2 1 2 2 :3232334233.33;433343.53.344 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 Z 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 21 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 AB,M 2 2 2.2 2 2 2 2 2 3 2 2.2 2 21 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 4:5,3 2 4 2 4 5 212 48.000 PSF 79 79 C,D,E,F,G, H,IJ,K,L 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 3,4 3 3i 5 2 3.3 2 4 5 3 4 6 2 3:4 2 5,5 2 2 2 2 A B,M 2 2 2 , 2 2 2 213 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 . 6 2 3 4 2 5 5 -2 Ti -214 53.125 PSF 72 79 79 C,D,E,F,G, H,I,J,K,L 2 2 z 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 4'6 2 3.4 3 5 6 2 2 2 3 ABM 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 3 314 2 3 3'3;4 2 3 3.5 2 3i3 2 4.4 3 4,5 2 3 :3 2 4:5 3 4 6 2 3;4 3 4;5 2 2 212 2 3 NNW Or ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS 2 -1/4° ELCO 334 CRETE -FLEX 3- #12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -18 VT MAX. FROM TOP CORNERS JAMBS - 171/2' MAX. FROM TOP CORNERS 15° MAX. FROM BOTTOM CORNERS 8° MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4.ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE? LESS. 6 DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SUE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED} HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL PRODUCT REVISED MI eampI 1. lik die MON Evian Code Amputate Nu 0 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 2 3 oee • D = as REV 'AN HORAGETABLEANDNOTES. F.K. 1111:108 B ADD DP MAK WHERE ANCHOR QTV1SRES7R1C7ED BY31ZE A. 390 Dee RNA= FJC 124108 A NO MANCE THIS SHEET Dawn Br eels dlrafedRS: LYac FJC 7129105 J.J. 2231)7 1070TECHNOLOGY DRIVE NO OMIS, FL 34715 PA.BQI15 NOCOM2. FL 847/4 PGT Yia M Berner ANCHORAGE SPACING, 1/1 WINDOWS ne ALUM. SINGLE HUNG WINDOW, IMPACT aeaaeelit 810110 NTS are 8 d 11 4040 -20 8 Robert L Cleric, P.E. PE #39112 Structural ANCHOR SUBSTRATE: QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 ANCHORTYPE- --o 0 0❑ 0 0 ❑ 0 0 ❑ 0 0 ❑ 0 0 ❑ 0 0 ❑ 0 0 ❑ 0 0 WNDOW GLASS TYPE 'OZ NN� 0 Z 0 nOz NU z U r) OZ N NU Z -U o? OZZcoONz N NU U N, U Zri 0 NZ 0 Z 0 NZ 0 Zc 0 0 Z�Z 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 H,I,J,K,L 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 2:2 212 2.2 2 2 2,2 2•2 2 2 2,2 2'2 2:2 3 :2 2 2 3.2 3 :2 2:2 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,I,J,K,L 1J1 1 1 1 1 2 2 1 1 2 2 2,2 2:2 2 2 2,2 2 2 2 2 2 2 2 2 3:2 3 2 2 2 3 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 1 111 1 1 1 1 2 2 1,1 2:2 2 2 2 2 2,2 2 Z2 2 2 2 212 2 2.312 3.2 2,2,3 2 3 2 2.2 3.2 3 2 2 2 3,2 PSF 66 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,E H,I,J,K,L 111 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 3:2 4 3 4 3 3 2 4 3 A,B,M 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 111111112. 222222: 3222'23322333332333322334332434 ,33243 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 111 1 1 111 212 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 A B,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 11111i112122.22. 223222. 3332233333343333233433243443243 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 2,22. 3223333223 .3433343333343443343443353 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 2 :2 2:32'2 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 56 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44,000 H,I,J,K,L 111 111 111 212 2 2 212 3-3 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 4'. 3 4 4 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 1 1 1 2 1 1 1 111 212 2:2 1 2 3 : 3 2 2 3 3 3 4 2 1 3 3 3 4 . 4 3 : 3 4 3 4 , 4 3 , 3 4 3 4 : 4 3 3 4 3 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 H,I,J,K,L ill 1 1 1 111 212 2 ! 2-2-1-2-3-1-1 2 ' 2 3 3 3.4 3 3 3.3 414 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 1-11 111 212 2:2 212 313 212 3 3 314 3.3 313 414 3 3 4 4 4 4 3;3 4-4 414 4 3 5,4 4 4 4.3 514 PSF 41 87 46 67 78 79 53.125 C,D,E,F,G, H,I ,J,KL , 2 111 2 2 2 212 2 2 :2 2 2 2 _ 3 313 2 3'3 2 3 3 3 4 4 2 3,3 3 4`4 3 4 4 2 3 3 3 4',4 3 4 4 2 3 3 3 4!4 3 515 2 4 3 3 5 4 3 5 5 2 4 3 3 5:4 111 111 A,B,M 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 111 11-1 111 212 2:2 212 313 3 3 313 414 3:3 4.4 4,4 3,3 4.4 414 3:3 414 5;4 4.3 5;4 5,4 4.3 5 4 Read: Re ditt FJG Ode AN TABLEAND NOTES. 1070 TECHNOLOGY DRIVE 11/13+08 B ADD M4XC�CMANCiORQWY 18RESTRICTED BYSIZE Ndao►US,FLSmm Oft 1/24/08 A MO CHANGE flue SHEET Dos FJc OhdsdaF JJL 2/23/07 P.O.B9(1829 NOKOAIS, FL 34274 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 -1!4' ELCO SS4 CRETE -FLEX ® 3- #12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -1812- MAX. FROM TOP CORNERS JAMBS -1712' MAX. FROM TOP CORNERS 15' MAX FROM BOTTOM CORNERS 6' MAX. BELOW MTG. RA8- ®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 LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 117 3 313 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 2 2 EIHGT1 ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT aerran 4040 -20 Visibly Better liskaralr Book NTS 9 a 11 B 6% L. Clark P.E. PE #39712 Swamal 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 22.688 28211 33.754 39.296 44.839 50.382 55.925 c N8NO' 0 00 0 r6N8‘,.O ❑ 0 0 0 - ON8`VO`"O�iFNO'"O�i8wOPOc 0 ❑ 0 0 0 U ❑ 0 0 0 0 ❑ 0 0 () 0 0 8NO'- 5 0 0 0 6a8.Z0 0 ❑ 5 0 0 0 0C18N0 0 in 3 0 0 0 00 0 WINDOW WIDTH GLASS TWE 19.125 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 K,L 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 24.000 D,E,F,J, XL 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 32.000 D,E,F,J, 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 1 2 KL 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 31313 PSF 413 1 4 51314 79 4 8 . 0 0 0 63 3 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 PSF 79 79 79 79 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 PSF 78 79 70 79 79 71 79 73 76 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 8 5 4 6 8 5 6 PSF 71 79 63 71 79 64 74 66 77 69 69 53.125 D,E,F,J, 2 -1 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 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 18.776 21.776 24.776 27.776 30.778 31.106 ANCHOR TYPE , ❑ N Z N8 0 p ?❑ N Z N o 0 — P CO ❑ ag-Zry 0 0 o O❑ 3 0 N o P 84 m❑ 0 NU Z -8N8 0.,,t; o 0 § �O 3 0 NZ 0 � ❑ N gNp 2 2 �Q WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 2 2 2 1 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 2 1 2 1 2 2 2 2 312 1 3 312 1 3 31313 41313 41314 41314 44.000 662 78 2 1 2 1 2 2 2 3 213 31313 4 1 313 413 1 4 51314 51314 4 8 . 0 0 0 63 3 2 2 1 2 2 2 213 41313 4[314 4 1 314 51314 51314 53.125 73 58 � 2 212 2 2 2 3 313 41314 41314 51314 51315 51315 Reekkac ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING A DIMENSIONS: HEAD - 18112° MAX FROM CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 8" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 5/8" MIN. TO 38" MAX kj TABLE WIDTH AND HEIGHT DIMENSION ARE FOR ® FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 8. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX PSF (DP EMOTED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 112 2 2 4 21 A TABLE 8. KEY: MAX PSF (DP UNOTED) JAMB BELOW MTG. RAIL (FULL DP) JANE BELOW MTG. RAIL 112 2 ..sGTrlyx BY FJC a..aaF FJC /tEmEANCH0RAGE TABLE NO N07E9 15T5 TECHNOLOGY DRIVE 11/13®8 8 ADD DP MAX WHERE AIYCHOR COY IS RESTRICTED BYSIZE. NOKDMI8.14.34215 RAftkraz nos 1/24/06 A NO CHANCE 7108SHEET Orson* FJC Dew ?/2! tl6'Reda,: J.L 2)23/07 P.O. BOX 1528 NOKOIBB, FL 34274 c;T ANCHORAGE SPACING. CUSTOM VIEW nee ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Bader NTS ONE 10 11 u..golp4040 -20 4d� LC�k, P.E PE#39712 Structural 3.35 KSI MIN. CONCRETE i OPTIONAL 1x WOOD BUCK (SEE NOTE 4) r* Rwmdfir FJC F.K Dam* FJC EXTERIOR INTERIOR �% ALL HEAD AND SILL DETAILS) CONCRETE ANCHOR (SEE NOTE 1 & 3) ® 2x WOOD BUCK ®(SEE NOTE 4) ." 1 318 "MIN.,1 /4" TAPCONL 4.3/4" MIN., 1/4' CRETE -FLEX 1/4' j MAX SHIM WOOD ANCHOR (SEE NOTE 2 & 3)® DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 11/4° 1 /4° MAX. SHIM - ►I •-•—• Oft wt 11H3476 war 124A76 1/4' MAX SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3)A 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)® 1318' MIN. 1 3/8" MIN. Alik 1/4 "�MAX. SHIM A NOTES: 1. FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114" ELCO TAPCONS OR 1/4' SS4 CRETE - FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4 °. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4° SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPUCATIONS. FOR INTEGRAL FIN MULLED APPUCATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING® RAIL. (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4' .131' DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5` O.C. floWskes Neater 8 MAX SHIM WOOD FRAME 1/4° j MAX SHIM DETAIL F, (HEAD) .131' DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5' O.C. INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD FRAME j!!!11161!!!!!!!IN .131° DI 2 NAIL � , AT CORNERS AND 5" O.C. DETAIL EL (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE DETAIL G, (SILL) 1/4' X SMAHIM WOOD FRAME Roiskoe 101115 MaladOp J.J. ADD INTEGRAL FIN UPDATE$ REORDERNOTE8. ADD NOTES T. UPDAT C�fE EMBEDMENT DM ADD NOTE 6 RE RAT HEAD ANCHORS Dalt ?12/87 1070 TECHNOLOGY OFtNE NOKOMIS. 194275 P.O. BOX 1528 NOKO►IS, FL 99274 plc," V bit Better ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT 311700 e.m � NTS 11 0 11 Draft*. 404420 11 MIAMFDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08-0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted wider 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) E -1 Manuel Pe Product Control NOA No. 0 : .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 jssued to E.T. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th- 'es C -740 Aluminum Casement Window — L.M.I., approved • 0 3/06, ex .'f •� 5/22/08. Manuel P P.E. Product Contro : 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. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 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 O CONFIGURATIONS OPTIONS } x 0 } x 0 x 0 x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 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 144 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR 444 "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. 14 1/2" SPACING ON VENTS MAX. 13° SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHU I I tR REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. £7. REFERENCE TEST REPORTS: FTL- 3580, FTL- 3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. Peg48p. F.K Rae. If F.K. Defer 3%25/03 Data 7/10/03 Rend Data F.K. 0(23/05 a eac ey Dattz F.R. 12/17/02 PRODUCT TERMINED 48caR1;?tslogsrlit f °e Maids AsG11e,, lew1s Co ADD 13/16'1.G. $ MOVE GLAZING DETAILS TO SHEET C NO CHANGE THIS SHEET D Dnte4s ADD 76' HT., GLASS TYPES FAND G. REVISE ANCHORAGE. oam j 1070 TECrINOLOGYORME NOKOM1S. FL 34275 P.C. S. SOX 529 NOKOM FL 1 34274 NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better CA -740 NTS 1 m 13 >oft DO 7045-8 Lucas A Turner, P.E. PE 958201 Mechanical A 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1---- 1/8" HEAT STRENGTHENED GLASS 30 31 3/8" AIR SPACE - 1/8" HEAT STRENGTHENED GLASS .65° NOM. GLASS BITE 5116" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS Resod Br F.K Render F.K 86 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 I--- STRENGTHENED GLASS .65" NOM. GLASS BITE 3/25703 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL V t t /' ► / 1 Re"tlm" 8 REDRAW GLAZING DETAILS & ADD 13718 1.G. Rerad* F.14 Ohaan By F.K. Dale: 7/10/03 6/2305 Revisions: NO CHANGE THIS SHEET Rev61"p ADD 13/18* LAM! I.G. W /7 /182AM! & CORRECT 5/16° LAM DETAIL oter X5/03 cnmm9r• 1070 TECHNOLOGYORIVE NOKOMIS, FL 34275 P.C. SOX 1629 NOKOMIS, FL 34274 Visibly Better GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA-745 NTS Sheet 2 o 13 Iks"Aa Ra 7045-8 Lucas A. Turner, P.E. PE 616201 McGle"leel CENTERLINE ANCHOR LOCATION TYP. MID –SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13° MAX. O.C. 4" MAX A + I 4" MAX. SEE MID –SPAN ANCHOR DETAIL TYP. (2) 30" MAX. -- DAYLIGHT OPENING ANCHOR LOCATION TYP. AII) II 7" 1 4" MAX. 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT — OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX. 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 4" MAX. - F • 14 112" MAX. O.C. TYP. ELEVATION "B" – "XX° (SEE SHEET 7 FOR PRESSURES) 30" MAX. DAYLIGHT -- OPENING / / / Vx _ \ / O <//// X \ \ \ i /X\ > SEE MEETING 2P. RAIL/DETAIL (2) / 4" MAX. - F • 14 112" MAX. O.C. TYP. ELEVATION "B" – "XX° (SEE SHEET 7 FOR PRESSURES) 30" MAX. DAYLIGHT -- OPENING / / / Vx _ \ / O \ i NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69° MAX. DAYLIGHT OPENING 37" MAX. VENT TYP. 13" MAX. O.C. 1 —1 60" MAX. FIXED 76" MAX. HEIGHT 1 1- . 1 14112" 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 A 76" MAX. HEIGHT PRODUCT L WEb as complyinp, x6t1s tie P?aridt Sitifirmg OR 3 per F.K nnmas F.K. 3/25/03 8 CHANGE SHEET NO. REFERENCES Oafs. 0 ADD HINGE LOCATION DETAILS Rend6y F.K 623/05 Revmbre CHANGE MAX. HT. TO 76* AND MAX. DLO TO 69' Omni er FK Data: 12/17/02 Ghee. Br DM: 1070 TECHNOLOGY DRIVE NOKOMIS FL 34278 P.O. BOX 1529 NOKOMI$ FL 34274 va Heuer Deaf bre XX" & "XOX" ELEVATIONS rca ALUMINUM CASEMENT WINDOW, IMPACT sod CA -740 az . NTS 3 > 13 sma"nn. 7045 -8 tV2ttv5" Loma A Turner, P.E. P91158201 Mechen cel Rend fir Fit Mend F.K Rees 14 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 0m" 3/26/03 Osur 6/23/05 141/2" MAX. O.C. VENT HEAD & SILL ONLY 8 B - 37" MAX. WIDTH 30" MAX. DAYLIGHT- - I OPENING 13" MAX. O.C. 69" MAX. DAYLIGHT = OPENING L___ X\ 4° MAX 4' MAX. --I I+ MAX. O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) A 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX O.C. 1._ 4" MAX. 30" MAX. DAYLIGHT OPENING 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING A 69" MAX. DAYLIGHT OPENING 4" MAX. 4" MAX. --I I� ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) 53" MAX. DAYLIGHT OPENING 1--- -•-x-13" MAX. O.C. NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION I 69" MAX. DAYLIGHT = OPENING A 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 4" MAX. I..- -- 37" MAX. VENT 60" MAX. FIXED i I- 4-13" MAX. O.C. SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F" - "XO° & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) A 76" MAX. HEIGHT PRODUCT RENEWED on compiling with the F %Ming COn , .. 1 Expiration CUC5 .,N114/4 V . rr CHANGE SHEET NO. REFERENCES Mem F.K. 7/10/03 ADD HINGE DETAIL Li HINGE LOCATION NOTES Revfxbanc CHANGE MAX HT. TO 76'ANDMAX. DLO T069' t 12/17/02 Crooned*: F.K. 1070 TECHNOLOGY ORNE NOKOMIS, FL 34276 P.C. BOX 1529 NOKOMIS, FL 34274 Ui.�Tib}jfi�r.$eKer "X ", "O° XO "& 'Or ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT s"wroaar CA-740 NTS 4 - 13 7045 -8 Loins A Tumor, P.E. PE 958201 Mechanical \ 1--- -•-x-13" MAX. O.C. NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION I 69" MAX. DAYLIGHT = OPENING A 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 4" MAX. I..- -- 37" MAX. VENT 60" MAX. FIXED i I- 4-13" MAX. O.C. SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F" - "XO° & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) A 76" MAX. HEIGHT PRODUCT RENEWED on compiling with the F %Ming COn , .. 1 Expiration CUC5 .,N114/4 V . rr CHANGE SHEET NO. REFERENCES Mem F.K. 7/10/03 ADD HINGE DETAIL Li HINGE LOCATION NOTES Revfxbanc CHANGE MAX HT. TO 76'ANDMAX. DLO T069' t 12/17/02 Crooned*: F.K. 1070 TECHNOLOGY ORNE NOKOMIS, FL 34276 P.C. BOX 1529 NOKOMIS, FL 34274 Ui.�Tib}jfi�r.$eKer "X ", "O° XO "& 'Or ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT s"wroaar CA-740 NTS 4 - 13 7045 -8 Loins A Tumor, P.E. PE 958201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1 /8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "H8,3/8" SPACE,5 /16" LAMI -W/ 1/8"HS,.090,1/8"HS) "X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 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 -53A 53.4 -51.3 51.3 -49.6 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 58.1 - 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 -80.0 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 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -80.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 44.8 44.8 -422 42.2 -39.7 39.7 PIMOCIIIIvegas u■ the nodes .. 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 PRODUCT MEWED as complying the Float %Mug Cede A0Ilaeae Ka ■; • ,-, -., 0- Dote S!7Z4 ■ 8g / /L..__: A.s. TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 La1 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16"HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 NOTES: a 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 15 LIMITED TO 69.6 P.S.F. O--- 1fl,1) /_ Lucas A. Tearer. P.E. Mechanical Roved a, P.K am 3/25/03 13 ADD GLASS TYPE TO TABLES 1&4 1070 TECHNOLOGY DR7,'E NOKOMIS, PL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 PRESSURES- X CONF1G. WINDOWS R 137 F.K 7/10/03 7/10/0.? C NO CHHNGETHIS SHEET Tom' ALUMINUM CASEMENT WINDOW, IMPACT Rend* E.K 13/23/05 D REVISE ANCHORS & ADD N' HEIGHT OPTION Dense By F.K ame. 12/17/02 G Xeday r 1 Vsss&&Better CA -740 NTS 5 a' 13 erss:"ae 7045 -8 an- D COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 "XX" WIDTH GLAZING OPTION: A. 5/16" LAMI (1 /8 "A,.090,1 /8 "HS) HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 37 A NEG -75.0 POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -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 70.0 531/8 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 -88.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 X X 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1 /8"HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5/16" LAMI -W/ 118 "HS,.090,1 /8"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16"HS) F.13/16" LAM! (1/8 "A,AIR SPACE, 7 /16" LAMI-W/ 3/16"A,.090,3/16"HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Rem Rend et. FK 05 02.mer F.K � ro5 REVISE ANCHORS ADD TABLES Ar HEIGHT OPTION new 12/17102 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P T Visibly Better PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT 8"YYYke4 CA-740 NTS 13 7045 -8 Lucas 0. Turner, P.E. PE 958201 Mechanical COMPARATIVE ANALYSIS TABLE 8. & "114-112 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL-4607, FTL -4608 WIDTHS "O" "XOX° GLAZING OPTIONS: A. 5/16' LAMI (1/8"A,.090,1/81HS) B. 5/16" LAMI (118"HS,.090,1/8 "HS) C. 7/16° LAMI (3/16"A,.090,3/16"HS) E. 13/16" LAMI (118 "HS,3 /8" SPACE,5/18" LAMI -Wt 1/8"HS,.090,1/8"HS) F.13/16° LAMI (1/8 "A,AIR SPACE,7H6" LAMI -W/ 3/16"A,.090,3/16"HS) HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 67 72 NEG POS NEG POS NEG POS NEG POS 36 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 NEG POS NEG POS -80.4 60.4 - 54.3 54.3 NEG POS NEG POS NEG POS -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 422 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.0155.0 37 74 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 - 52.8 52.8 -49.9 49.9 -43.5 43.5 -41.1 41.1 -38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.01 55.0 -55.01 55.0 391/2 79 -75.0 70.0 -87.8 67.8 -62.1 62.1 -55.7 55.7 -49.8 49.8 - 46.9 48.9 43.6 -41.1 41.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 70.0 - 90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 42 84 A -75.0 70.0 -75.0 70.0 -62.4 62.4 -58.4 58.4 -83.3 83.3 - 58.4 58.4 - 53.4 53.4 -50.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 -55.01 55.0 41.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -70.3 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 -75.6 70.0 -55.01 55.0 45 90 -58.0 58.0 -54.6 54.8 -59.3 59.3 - 53.6 53.6 -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 70.0 -75.0 70.0 C,F A -80.0 -75.0 70.0 70.0 -90.0 -85.0 70.0 65.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -882 70.0 -81.8 70.0 -76.9 70.0 -72.4 70.0 -692 -55.01 55.0 -55.01 55.0 -55.0 1 55.0 48 88 -64.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 -48.6 48.6 -45.3 45.3 -40.4 40.4 -38.4 38.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F A -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.0 70.0 -80.9 70.0 70.0 -70.7 70.0 84.1 -55.01 55.0 501/2 101 -75.0 -60.8 60.8 -61.3 51.3 -48.3 48.3 -52.7 52.7 - 48.7 48.7 -48.9 46.9 -43.5 43.5 -41.3 41.3 -392 392 -37.1 37.1 B,E -75.0 70.0 -75.0 70.0 -78.0 70.0 -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 -5321 53.2 C,F A -90.0 -75.0 70.0 70.0 -90.0 -58.7 70.0 -90.0 58.7 -48.7 '70.0 48.7 -90.0 70.0 -80.0 70.0 -81.2 70.0 -75.7 70.0 -70.3 70.0 80.5 -52.81 52.6 53118 108 3/8 -45.4 45.4 -50.0 50.0 - 46.1 48.1 -442 442 -42.2 422 -40.1 40.1 -38.0 38.0 -36.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -58.2 70.0 -90.0 58.2 -47.9 70.0 47.9 -90.0 70.0 -88.6 70.0 - 76.4 70.0 -71.1 57.3 54 108 -44.5 44.5 -49.1 49.1 45.3 45.3 43.4 43.4 -41.9 41.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 C,F -90.0 70.0 551/2 111 A -75.0 70.0 -90.0 -57.1 70.0 -90.0 57.1 48.4 70.0 48.4 -90.0 -43.3 70.0 43.3 -86.9 -47.5 70.0 47.5 -75.0 70.0 - 43.9 43.8 -70.1 -42.2 70.0 -65.4 65.4 -61.8 61.8 -59.1 59.1 -56.4 56.4 48.41 48.4 35.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -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 -90.0 562 -44.8 70.0 44.8 -90.0 42.1 70.0 42.1 -84.3 70.0 - 72.5 70.0 -88.4 68.4 -63.6 54.8 57 114 482 48.2 -42.5 42.5 -41.2 412 -39.8 39.8 34.8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -69.6 69.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 -68.7 581/2 117 A -742 70.0 -55.0 55.0 -43.4 43.4 -40.9 40.9 -44.8 44.8 -41.3 41.3 -40.2 61.8 38.7 53.2 -452[452 34.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.4 -75.0 70.0 -75.0 70.0 60 120 -75.0 70.0 -75.0 70.0 -76.0 70.0 75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -87.4 67.4 TABLE 7. TEST REPORT: FTL-3580 TABLE 7A. TEST REPORTS: FTL-4607, FTL-4808 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Raeder F.K Rars rv,n: 8 ADD GLASS TWEE TO TABLE 0 Ramey F.K 7/10/03 Rev.= NO CHANGE THIS SHEET Reader F.X. Date: 6/23/05 Reel:sau 0 CHANGE ANCHORS AND ADD 78' HT. OPT ION ana,er F.K. 12/17/02 ammoer tam 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1525 NOKOMIS, FL 34274 4 1 2 1 4 0 rebte ALUMINUM CASEMENT WINDOW, IMPACT NTS 7045-8 Luaus A. Turner, P.E. PE 558201 Mechanical COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "113 -1/3 -113 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5116" 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 87.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 87.7 - 64.9 64.9 -82.7 82.7 - 60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 88.4 68.4 - 63.9 63.9 -60.0 60.0 - 58.5 58.5 - 56.2 56.2 -53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -81.8 61.8 -58.9 58.9 -58.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 68.4 66.4 - 582 582 - 55.8 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 -704 70.0 -60.4 80.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 49.9 49.9 - 48.4 48.4 - 43.5 43.5 -41.1 41.1 - 38.8 38.6 1 3 X 1 3 O 1 3 X X 0 0 X TABLE 9. "XO" or "OX" & "1/3- 1/3 -1/3 XOX° WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3/8° SPACE,5 /16" LAMI -W/ 1/8"HS,.090,1/8"HS) ALL "XO" OR "OX" SIZES UP TO 74° WIDE x 63" HIGH AND ALL "1/3-1/3-1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 TABLE 10. "XO" or °OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/18 "A,.090,3 /16 "HS) ALL "XO" OR "OX° SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111° WIDE x 63" HIGH 1-90.01 70.0 TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX° WINDOWS TEST REPORTS: FTL -3580, FTL -4807, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /18"HS) F.13/16" LAMI (1 /8"4,AIR SPACE,7/16" LAMI -W/ 3 /16 "A,.090,3/16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3- 1/3 -1/3 XOX° SIZES UP TO 111" WIDE x 76" HIGH 1 -55.01 55.0 NOTES: 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. Resider Rem Re FK F.K Rime Re F.K ORR 3/25/03 Roes 7/10/03 Revisions: 8 Revisions ADD GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET Doyen es- Mee F.K Revisions; 0/23/05 CHANGE ANCHORS AND ADD 76° HEIGHT OP710N Oahe 12/17/02 climeay 0"v 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 OEj[ PRESSURES- XO, OJT & 1/3- 1/3 -1/3 XOX WINDOWS Visibly Betret m ALUMINUM CASEMENT WINDOW, IMPACT seMsMmK CA-740 NTS Sleet 8 13 omeaslm 7045 -8 Lucas A. Turner, P.E. PE 058201 Meehan cal COMPARATIVE ANALYSIS TABLE 11. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4807, FTL -4808 GLAZING OPTIONS: A. 5/18" LAMI (1/8 "A,.090,1/81 -IS) B. 5/16" LAMI (1/8°HS,.090,1/8"HS) C. 7/16" LAMI (3/16"A,.090,3/18"HS) E. 13/16" LAMI (118 1H5,3 /8" SPACE,5/18" LAMI -W/ 118 "1-IS,.090,1 /8"HS) F. 13/16° LAMI (118 "A,AIR SPACE .7 /18" LAMI -W/ 3/16 "A,.090,3118 °HS) HEIGHT WIDTHS "XOX" VENT FIXED 26 36 38 3/8 43 48 50 5/8 54 57 80 67 72 76 NEG POS NEG POS NEG 89.284 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 POS 70.0 NEG -74.1 POS 70.0 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS -64.9 64.9 -60.6 60.8 -58.1 56.1 -53.3 53.3 -50.5 50.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 NEG.! POS C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 88.919 24 A -75.0 70.0 -89.1 69.1 -83.4 63.4 -56.5 70.0 58.5 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.01 55.0 -50.4 50.4 -47.5 47.5 44.1 -41.6 41.8 -392 392 -36.9 38.919 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 85.973 27 A -75.0 70.0 -60.5 80.5 -57.2 57.2 -82.1 62.1 -55.2 55.2 -52.6 70.0 52.6 -90.0 -49.1 70.0 49.1 -90.0 70.0 48.2 -89.4 -43.8 70.0 43.8 -85.2 -41.1 70.0 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 -55.01 55.0 -55.01 55.0 C,F -90.0 108.649 30 48.649 A -75.0 70.0 70.0 -80.0 -53.5 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 -55.01 55.0 53.5 -50.4 50.4 -54.5 54.5 -50.7 50.7 -48.2 482 -42.0 42.0 -40.1 40.1 -38.0 38.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -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 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 70.0 69.7 -83.1 -55.01 55.0 -55.01 55.0 115.892 32 51.892 49.8 -48.8 48.8 -51.3 51.3 -47.4 47.4 45.5 45.5 -42.7 42.7 -40.7 40.7 -38.6 38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.2 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 -68.3 68.3 -84.8 -81.4 61.4 -58.8 122 33.887 A -75.0 70.0 -47.3 47.3 -44.0 44.0 -48.4 48.4 -44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 -37.5 37.5 -35.7 58.8 45.01 55.0 54.827 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C,F -80.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 89.4 123.135 34 55.135 A -75.0 70.0 -46.8 48.8 -43.6 43.8 -47.9 47.9 -44.3 44.3 42.4 42.4 84.7 61.0 -58.4 -55.7 -52.1152.1 47.71 47.7 41.1 39.3 37.3 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -74.8 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 126.000 34.791 58.418 A -75.0 70.0 -45.5 70.0 45.5 -90.0 70.0 -85.0 -42.6 42.8 -46.7 70.0 -73.1 48.7-43.1 70.0 -88.8 68.8 -60.6 57.9 -55.2 552 -51.51 51.5 43.1 41.6 41.6 -402 402 -38.7 38.7 -36.9 36.9 -35.0 35.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.1 70.0 44.01 44.0 C,F A -80.0 -74.4 70.0 70.0 -90.0 -43.6 70.0 43.6 -90.0 -41.2 70.0 -82.8 70.0 -71.3 70.0 -67.3 67.3 62.5 -592 59.2 53.8 -5011 50.1 130 35.898 58.209 41.2 -45.1 45.1 -41.5 41.5 40.4 40.4 -38.9 38.9 -37.7 -382 36.2 -34.3 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 88.6 C,F A -80.0 -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 -69.3 69.3 -65.3 65.3 57.8 -54.7 54.7 -51.9 51.9 -48.1148.1 130.378 38 58.378 45.0 -41.4 41.4 40.3 40.3 -38.8 38.8 37.6 -34.3 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 -72.3 70.0 -88.5 68.5 41.91 41.9 C,F A -80.0 -72.9 70.0 70.0 -90.0 -42.2 70.0 42.2 -90.0 -39.7 70.0 39.7 -79.6 43.5 70.0 43.5 -69.1 -40.4 89.1 40.4 -65.1 -39.2 85.1 39.2 -80.5 -37.7 -57.4 -54.8 -51.7 51.7 134 37 60 37.7 -38.7 38.7 -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 -73.3 70.0 -71.0 70.0 87.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -87.3 671 -83.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 42.8142.8 °X0' & Or WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED VVIDTH. TABLE 12. °X0" "OX" & "XOX° UNEQUAL UTE WINDOWS TEST REPORT: FTL-3580 ALL "XOX" SIZES UP TO 134" WIDE x 83" HIGH WITH 37" MAX. VENT WIDTH AND 60" MA X. FIXED WIDTH AND ALL °X0' or "OX" SIZES UP TO 97" WIDE x 63" HIGH WIN 37° MAX VENT VVIDTH AND 80" MAX. FIXED WIDTH 70.0 TABLE 12A. °me or 'Or & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL-3580, FTL-4807, FTL-4608 All. °X0X" SIZES UP TO 134" WIDE x 78° HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97° WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 80" 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. w ne sr F.K Date: 3/25/03 : B 0 UNEQUAL UTES UNEQUAL UTES UNEQUAL LRES ntmluc7'4"7,::, ADD GLASS TYPE TO TABLE 11 Rend By F.K aay F.K Date: 7/10/03 C NO CHANGE THIS SHEET aan 9rr F.K Dater 5123/05 Rerlsoren D CHANGE ANCHORS AND ADD 76'1-EIGHT OPTION 12117/02 Shay Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34175 P.O. SOX 1529 NOKOMIS, FL 34274 Visibly Better r_ PRESSURES- UNEQUAL CONFIG. X0, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT CA.740 NTS 13 7045-8 PE 558201 Mechardcal REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET T1 Q fREFERENCE "XX"FRAME ASSEMBLY DETAIL, SHEET 11 d r. (L4 E rr � ■ L4 ' ff MAX. VENT II' 1�-- DAYLIGHT OPENING --I (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT 1. MAX. WIDTH (SEE HT. 3) CMG HORIZONTAL SECTION - XX MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X PRODUCT RENEWED compiying with the Blend; Code Acceptance No i 11 • Dalle ! /1f',ei�2O1 Re.4BF F.K Orme 9/25/03 Re"eWnt 8 ADD 13/15'LG. SLAMS BEAD 17801 Rex46y FK Re.497 F.K Deb 7/10/03 Daft 5/23/05 Revisions: C Rev6gnc SHOW TOP HINGE CFO SHT. NO. REF. AND ADD ITEM89 mem sr F.K Dew 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, Fl. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P Visib& Bette. SECTIONS tm" ALUMINUM CASEMENT WINDOW, IMPACT seemrNo. CA-740 NTS Mast 10 a 13 a..to070. 7045-8 D 1' %r /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 FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB H°va4ey F.K. P..IBy: F.K. #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL 0 3/25/03 NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL --� 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 .438" 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A 3.544" .062° NOM. .062" NOM. 2.919" 2.784" FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A B N0 CHANGE THISSHEET RevE9y F.K. 7/10/03 Wit 8123/05 Revisions NO CHANGE THIS SHEET nevrv"m ADD HEM 89 Dram ay FA Dee 12/17/02 Checked By 1070 TECHNOLOGY OWE NOKOA95, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST EXTRUSIONS & ASSEMBLY DETAILS nm ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better s"teaaw CA-740 NTS 11 " 13 Otable 7045 -8 Lucas A rums;, P.E. PE 558201 Mechanical PARTS LIST ITEM DWG # PGT. # DESCRIPTION 1 7002A MAIN FRAME - HEAD, SILL & JAMBS 2 1155 781PQA #8 X I QUAD PH SMS 3 7008 70834A FRAME CORNER KEY 4 7005A. 1/2"X1/2"X1/8" CLOSED -CELL FOAM TAPE 5 7003A 78IPQA SASH - TOP, BOTTOM & SIDE RAILS 6 1155 78IPQA #8 X I QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 67407 SASH CORNER KEY 9 7024 13/16" MAXIM MULTI -POINT LOCK 10 7026 LOCK SUPPORT PLATE 11 3/16A & 3/I6HS GLASS PATH AN.090 INTERLAYER - SOLUT1A OR DUPONT PVB as #10-24 X.562 PH. PN. TYPE F 12 7014 3 /I6HS & 3/16HS GLASS WITH AN.0901NTE14LAYER - SOLUTIA OR DUPONT PVB MULTI -LOCK KEEPER (R.IE & LIL) 13 1157 78X78PPSMS 68 X .875 PH. PN. SMS 14 7013 TIE BARGUJDE 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 68-32 X.375 PIE PN. TYPE 10 21 7032 STUD BRACKET (Lit & RE) 22 7858ZA 08 X 5/8" ELT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) 26 710x12FP #10X.500PH.PHL 30 5/16" LAMINATED (1/8A & I/8HS GLASS) .090 A"IERLAYER- SOLUTJA OR DUPONT PVB 31 5/16" LAMINATED (1/8105 & I/8HS GLASS) .090 INTERLAYER - SOLUIIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3 /16HS GLASS) .090INTERLAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3 /I6HS & 3 /I6HS GLASS) .090 JNTERIAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5 /16") 41 7042 GLAZING BEAD (7/16") 43 1224 6TP247 VINYL BULB WSTP (THICK) 44 SILICONE - DOW CORNING 899, 995 OR EQUTV. 45 PARABOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTWB #8 X.500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 68 712XIPPT #12X1 " PH. PBX. TEK. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE per PK F.K. e.m eF F.K. 3125/03 Dater 7/10/03 Revisions. B 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 I 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°HS, MR SPACE, 5116 "IAMI) 5/16" LAMI= (2) I.ITES OF 1 /8"AS GLASS WITH AN.090INTERLAYER - SOLUTIA OR DUPONT PVB 13/16° LG. GLASS (1/8"HS, AIR SPACE, 7 /16 "IAMI) 7/16" LAW= 3/16A & 3/I6HS GLASS PATH AN.090 INTERLAYER - SOLUT1A OR DUPONT PVB as 13/16" LG. GLASS (1/8°1LS, MR SPACE, 7/16 "LAMB) 7/16° IAMI= 3 /I6HS & 3/16HS GLASS WITH AN.0901NTE14LAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" .050* I ` .865" 0 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" —►1 r- .050 .865" 07/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040 " 1,000" .423" � .093" .993" Eir .040° - 9" -1 f' .172" .870" .050" I F-- .569" 13/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 .125" .062" INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 2.701 0 CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 0 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A ADD 13/16"l 0. GLASS 8 GLAZING BEAD aw e7: F.K. 823!05 Re4rerntr NO CHANGE THIS SHEET Nerbbne: Der 12/17/02 00evbd07 ADD EQUIV. 70 ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 Dela: 1070 IECHNOLOGYDRIVE 901103415, FL 34275 F.O. BOX 1529 NOK0M18, FL 34274 P._ Or Ce""mnm PARTS LIST & EXTRUSIONS rma ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better eaYYMafM CA -740 NTS 12 d 13 0,436". 7045-8 Raw D (( /ter /c( Lucas A. Turner, P.E. PE #68201 Mechanical A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -�-i ASEE NCT.',_ L 112" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM 1 r ASEE NOTE 1 A SEE NOTE 4 1/4" MAX. SHIM ASEE NOTE 1 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM r- A SEE NOTE 2 ,A SEE NOTE 4 1 1/4° MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2° THICK 1 1/4° MIN. OPERABLE UNIT FRAME TO CONCRETE A SEE NOTE 4 1/4" MAX. SHIM ASEE NOTE 1 A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM SEE NOTE 1 Ai A SEE NOTE 4 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 112" OR MORE THICK ,1114" MIN. FIXED UNIT FRAME TO CONCRETE r 'lv !At moon.— A SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2° THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 114" 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. Roved fir Redna "• X. S F Rn day F.K Rand By F.K 3/25/03 NO GRANDE THIS SHEET 7/10/03 623/05 Revisions NO CHANGE THIS SHEET Revb(ons Bmmey F.K �: 12/17/02 Gneob"By REVISE NOTES AND REMOVE 3/16' TAPCONS 8 514 SCREWS 1070 TECHNOLOOYDRNE NOKOMIS, 71.34275 P.O. BOX 1529 NOKOMIS, FL 34274 P Visibly Better : ANCHORAGE DETAILS ALUMINUM CASEMENT IMNDOW, IMPACT suv md" CA-740 NTS 13 m 13 BaW"Rn 7045 -8 1 Ili ( /U,C' Lucas A. Turner, P.E. PE 458201 Mechanical MIAMI -DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: 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. AIIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.eov/buildinecode NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28 /2006 with the latest revision "C" dated 04/15 /2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 Manuel Per . Ay Product Control lo NOA No 07 -0.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300-98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NDA# 06- 0405.06) G. O'1HER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A 5/18° LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/18" LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER C. 5/16" LAMI CONSISTING OF (2) LITES OF 1 /8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER D. 7/16° LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER E. 7116" LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) UTE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER G. 13/16° LAMI IG: (1) LITE OF 1/8' OR 3/16° ANNEALED (MIN.) GLASS, 5/16' OR 3/8' AIR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16° LAMI IG: (1) LITE OF 1/8' OR 3/16° ANNEALED (MIN.) GLASS, 5/16° OR 3/8° AIR SPACE AND 5/18' LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SF.FLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16' LAMI IG: (1) LITE OF 1/8° OR 3(16' ANNEALED (MIN.) GLASS, 5/16* OR 3/8° AIR SPACE AND 5/18° LAMI CONSISTING OF (2) LITES OF 1(8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13116' LAMI IG: (1) LITE OF 1/8° OR 3/16" ANNEALED (MIN.) GLASS, 3/16' OR 1/4° AIR SPACE AND 7/16° LAMI CONSISTING OF (2) UTES OF 3/18" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K.13116` LAMI 113: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 3/16° OR 1/4° AIR SPACE AND 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 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER L 13/16" LAMI IG: (1) LITE OF 1/8° OR 3/16" ANNEALED (MIN.) GLASS, 3/16' OR 1/4° AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX XQ, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130002. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TAMES ASTM E 1300-02. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. g. REFERENCES: TEST REPORTS FTL -4858, FTL-4859 AND FTL -5330. ELCO TEXTRON NOA: 04-0721.01, 03- 0225.05 ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL ®8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CI EN,'TIEQATjTIQN4(Jgly6,DJNG THE HIGH VELOCITY HURRICANE ZONE (HVHZ). „I:.:.- NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS UST 8 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 PRODUCT REVISED as complying with the Florida E_ 7G;ag Code Acr.:.rsrnco No O 0 Explosion Dore By Di •on Rama* FK. Date: 4/15/07 Reoleoaa C ADO FTL -5330 TO NOTES 7& CHG. NOTE8 70 CURRENT EDIT. Rawl Br F.K Date 10/17/00 Rorbb% CHANGE TO ASTM E 1300 -02 RaattlE F.K Dam: 5113/06 A ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7 & NOTE 8. Orem By F.K 2/28/06 J.J. 3/23106 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 P4GT Visibly Better GENERAL liibY'ES 1 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT /114710 NTS art 1 11 tsw;wn.. 4127 -10 1/2° NOM. GLASS BITE 1/2° NOM. GLASS BITE 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUT1A OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5118° NOM. 5/16° LAMINATED GLASS 112° NOM. GLASS BITE C] EXTERIOR INTERIOR [� (ALL SECTIONS) 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7116° 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 5/18° LAMINATED 5/16" OR 3/8° AIR SPACE 1/8° OR 3/18° ANNEALED (MIN.) GLASS 13/16' NOM. 13/16° LAMI IG GLASS W/ 5/16° LAMI + 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 7/18° LAMINATED 3/18" OR 1/4° AIR SPACE 1/8° or 3/18° ANNEALED (MIN.) GLASS 13/16° NOM. 13/16" LAMI IG GLASS WI 7/16" LAMI PRODUCT REVISED as complying with the Florida Bcilding Code Accep15re No — 1 - .O Expiration Deb 3f47 10: FK. er FK. 4.440r FK. Daiw aY F.K. 4/16/07 Dam 10/17/06 bate 5/13/06 2/28/06 c NO CHANGE TH1S SHEET 8 Rev/eons A mar J.J. NO CHANGE 71-66 SHEET ADD AIR SPACE DIM. TO MAN IG DETAILS Dew 323/06 1070 TECFPIOLOOY Of WE NOKOMIS, FL 34275 P.O. SOX 1525 NOKOMIS, FL 34274 PST Visibly Better GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Full 2 a 11 4127-10 C 0, �rl L Clark, P.E. P8539712 Structural RtnestIlly F.K Data 10/17/08 Rerisiorew REVISE DP TABLES TOASTME 1300-02 TABLE 1. XOX (114,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H 106 318" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 +55.2 -58.8 +56.2 -56.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +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 86 7/16" A,B,C, G,H,I +60.0 -60.0 TO 86 7116" 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 WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 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 -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 GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX & XO) AND Flt-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. 7116" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) emandey F.K. oma: 4/15/07 Revisions: C G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) H. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1 /8 "HS) I. 13/16" LAMI IG -1/8" OR 3/16 "A, 6/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1/8"HS) J. 13/16" LAMI IG -1 /8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI IG -1 /8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"1-18) 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) ADD INTEGRAL FIN OPTION & UPDATEASTME 1300-02DPs Rateder: F.K. Debt 5/13/08 ADD AIR SPACE DIMENSION GLASS TYPES O THRU L. ohm or F.K. Dabx 2/25/00 Checked/3r J.J. Draw ra 323/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.Q. ROTC 1529 NOKOMIS, FL 34274 PG- Visibly Better DESIGN PRESSURES S:VISED with she Flocide Bunt. xg Cede Acccp10 u o No o7- 081.5.09 Es ' ,. on D xc r( ae" ALUM. HORIZONTAL ROLLER WINDOW, IMPACT smrwtme BR710 NTS Skeet 3 m 11 4127 -10 27 3/8° MAX. DLO —.— VENT i B X 0 110' MAX. WIDTH I.F. FRAME 111° MAX. WIDTH FLANGE FRAME DETAIL B - XOX (114 - 112 -114) 33 MAX. 8 ° DLO FIXED 33 9/18" MAX DLO VENT 1 A 57 3/6" MAX DLO ALL FIXED LITES O 58° MAX DLO ALL VENTS 62° MAX I.F. FRAME ALL CONFIG. i0 63" MAX FLANGE FRAME ALL CONFIG. A C r 73° MAX WIDTH I.F. FRAME 74° MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO A B 27 3/S° 27 3/8" MAX. DLO --► +- MAX. DLO VENT FIXED A D D X Mit 85 7118° MAX. WIDTH I.F. FRAME —+I d x--88 7/16° MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) By Di ?'.'.^.?REVISED with tka Florida '�.ueue ce ND oi'o= op m INN ean L 7.7 6 ." F.K. Rata, 87 Dabs 4/15/07 Remeemx ADD INTEGRAL RN FRAME MAX DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHE 6. Rend By F.K ReeaGar F.K oaw 10/171(16 oeir 5113/06 Revisions B NO CHANGE 17-11S SHEET NO CHANGE THIS SHEET Di>e+5r F.K Daft 22128106 dmaer J.J. 3113106 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 PST Orseetdom ELEVATIONS Tabs ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better a°micaet HR710 Saes NTS erme 4 a 11 14—. 4127 -10 Rem C obert L Clark, P.E. PE 439712 Stn,Daaei INTERIOR EXTERIOR I-a— MAX. FIXED DLO MAX. WIDTH (FLANGE FRAME)) SECTION B-B MAX. VENT DLO (HORIZONTAL SECTION - XOX SHOWN WITH FLANGEAFRAME) MAX HEIGHT FLANGE FRAME A INTERIOR I MAX FIXED DLO -4 -- MAX. VENT DLO MAX. WIDTH (LF. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIFRAME) EXTERIOR SECTION C-C 6 (VERTICAL SECTION, FLANGE FRAME) Raaday D F.K. 4/15/07 R�9y F.K. Rereday. F.K R INTERIOR SILL HEAD (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) Q Revisions 10/17/06 ADD INTEGRAL FIN FRAME, ffEMS41, 42 AND 43AND VIEWS. NO CHANGE THIS SHEET Drapl6y F.K ars 5/13/06 A 2/28/06 Cikdmday J.J. NO CHANGE THIS SHEET 3/23105 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 c; r Visibly Bette, SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Saasslitodst s_ HR710 Half 5 a 11 4127-10 Rea C PRODUCT REVISED as com•'.,.,ag with the Florida ; Code Accap:wme No ' .'cn Data /117//:- �l a7 Robert L. Clmh, PE PE 639712 Structural DWG# REV DESCRIPTION MAIL PGT# 1 4102 A FLANGE FRAME HEAD 6063-T6 AL 612237 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 3 #8X3 /4 PH. PAN HEAD 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 6 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 7 4137 SILL ADAPTOR 6063 -T6 AL 64137 8 4131 ROLLER TRACK 6063 -T6 AL 64131 10 71298 WEEP HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 13 4002 A FLANGE FRAME JAMB 6063 -T6 AL 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 15 1155 #8 X 1.000 QUAD PN. SMS 16 4110 G SCREEN ADAPTOR 6063 -T5 AL ' 781PQA 64110G 17 4054 B FIXED MEETINGRAIL 6063RD -T6 AL 64054A 19 4066 WSTP. „187 X.230, FIN SEAL 64066G 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 22 23 1683 225 -1 WSTP.,.250X.270 BACK, FIN SEAL 61683G ROLLER HOUSING& GUIDE 421121-ID 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GLIDE POLYPROP. 44128N 32 4006 D SASH MEETINGRAIL 6063HS -T6 AL 64006 33 1235 WSTP,.170 X .270 BACK, FIN SEAL 67S16G 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X.625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 WSTP,.250 X 270 BACK, FIN SEAL 61683G 39 40 7070 BULB WEATHERSTRIP .187X 275 67070K 41 LIFT RAIL COVER CAP 74078"C" LORR 42 4139 I.F. FRAME HEAD 6063 -T6 AL 64139 4140 I.F. FRAME SILL 6063 -T6 AL 64140 43 4141 I.F. FRAME JAMB 6063 -T6 AL 64141 50 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 51 1224 VINYL GAZINGBEAD BULB (THICK) 52 1225 53 54 4039 VINYL GLAZING BEAD BULB (THIN) 6TP247W,K 611'248K GLAZING BEAD -5/16" 1 6063 -T5 AL 6403913 55 4044 13 GLAZING BEAD - 5/16" W /GRILL K1T 6063 -T5 AL 644703 4222 A GLAZING BEAD - 7/16" 1 6063 -T5 AL 64222 56 985 C 59 60 4067 GLAZING BEAD - 7/16” W /GRILL KIT GLAZINGBEAD - 13/16" 6063 -T5 AL 6063 -T5 AL 6985 64067 GLASS, 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) 61 5/I6" LAMI (1/8" A, .090 PVB, 1/8" HS 62 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 63 64 65 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) 54,444r F.K. aers -aF F.K F.K Deemer F.K Data 4/15/07 Data Ram A ITEM DW(Yi REVI DESCRIPTION 1 MAIL 1 PGI'# 66 GLASS, 13/16" IAMI IG1 /8 "A, 3 /8"AIR SPACE, 5/16" LAMI (1 /8"A, .090 PVB, 1/8"A) 67 " 13/16" LAMI IG-1 /8 "A, 3/8" AIRSPACE, 5/16" LAMI (1 /8 "A,.O9O PVB, 118 "HS) 68 13/16" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8"HS) 69 " 13/16" IAMI IG3 /16"A, 5/16" AIRSPACE, 5/16" LAMI (U8"A, .090 PVB, 1/8 "A) 70 13/16" LAMI IG3 /16 "A, 5/16" AIR SPACE, 5/16" IAMI (1 /8 "A, .090 PV13, 1/8"HS) 71 13/16" LAMI IG3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI (U8 "HS, .090 PVB, 1/8"HS) 72 " 13/16" LAMI IG-1/8"A, 1/4" AIRSPACE, 7/16" LAMI (3 /16 "A,.090PVB, 3/16"A) 73 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3 /16 "HS) 74 " 13/16" LAMI IG1/8 "A,1 /4" AIRSPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3/16"HS) 75 " 13/16" LAMI IG3 /16"A, 3/16" AIR SPACE, 7/16" IAMI (3 /16"A, .090 PVB, 3116 "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" IAMI IG3 /16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "HS, .090 PVB, 3 /16"HS) 90 1014 SCREEN FRAME (HOR & VER.) 3105 -1114 AL 91 1630 SCREEN CORNERKEY 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 2.784 -1.988 ---• -� 43 I.F. FRAME JAMB Q #4141, 6083-T5 ADD ITEMS 41, 42 d 43 10/17/06 bake 5113106 Aratrdonr NO CHANGE THIS SHEET DaNmmc A 2123/06 CJmYe4By J.J. ADD SPACE DIMENSIONS ITEM368 THRU 77. Darter 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1528 NOKOMIS, FL 34274 Visibly Better ova PARTS LIST 41 I.F. FRAME HEAD ® #4139, 8083.T6 3.162 2710 ■ 42 .F. FRAME SILL nc #4140, 6063 -T8 nta• ALUM. HORIZONTAL ROLLER WINDOW, IMPACT e"1ai91otlet Sae 5" pt NTS HR710 6 . 11 4127 - -10 am C PRODUCT REVISED as complying with the Florida Building Code Acceptance No O Expiration Date By Roman FJC 0 FLANGE FRAME HEAD #4102A, 6083-T6 .490 082 I�+- 1.451 ►{ O SASH STOP 44025, 6083-T5 21 SASH TOP & BOTTOM RAIL #4133, 6063 -T5 .060_,....15R= 1.096 1 •-{ O GLAZING BEAD, 5/16" #40448,6083 -T5 (USED WI GRILL KIT) oar 4/15/07 R.nsroesc c CI FLANGE FRAME SILL #4138,6063 -T8 .061 .48 O HORIZ. ROLLER TRACK #4131, 6063-T6 2 -I 1.061 1"-- 32 SASH MTG. RAIL #4006D, 6063HS-T6 678 1.096 T 55 GLAZING BEAD 7/16" #4222A, 6063-T5 1.1187 Ci FRAME SILL ADAPTER /�/ #4137, 6083 -T6 (+1.403 —1 17 FIXED MEETING RAIL #405413,6083HD -T6 149 29.1 1 SASH SIDE RAIL #4126,6083 -T5 1.115 1 56 GLAZING BEAD, 7/16° #985C, 8063 -T5 (USED W/ GRILL KIT) 1+ +1.5131 040 I .738 x i1.443 -�- O SASH STOP COVER #4053, 6083-75 1 1.363 13 FLANGE FRAME JAMB #4002A,6063 -T6 .678 1.096 --I---1 0 53 GLAZING BEAD, 5/16" #40398,6063 -T5 L__ . �I- I 59 GLAZING BEAD, 13/16" #4067,6063 -T5 1.097 PRODUCT REVISED as complying with the Florida Building Cade Ac:eptarrco No O Expiration Dam 11 NO CHANGE THIS SHEET Rosa er F.K 10/17/08 RsvmaR", 6 NO CHANGE THIS SHEET Osier 5/13116 2/28116 Rswms. A NO CHANGE THIS SHEET oveaed 4/r J.J. 3/23106 1070 TECHNOLOGY DRIVE NOKO 4IS, FL 34275 P.O BOX 1529 NOKOM IS, FL 34274 PGT Visibly Better EXTRUSIONS tarn ALUM. HORIZONTAL ROLLER WINDOW, IMPACT aatvaoet smc sAert 7 ./ 11 18710 Half 4127-10 Rex C Robert L. Clark, P.E PE 535712 Structural ANCHOR QUANTITIES, XOX (1141/2 -1/4) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 -114" 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, W000 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W Y H HEAD & SILL, co g HEAD & SILL m g HEAD & SILL to y ci HEAD & SILL g , HEAD & SILL rn g HEAD & SILL a° m 2. GLASS TYPES: g A. 5/16° LAMI - (1/8' A,.090, 1/8" A) -4 B. 5/16°° LAMI - (118° A,.090,1/8" HS) 53.125 x 38.375 1+C2+1+C2+1 2 1 +(2+1 +132 +1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1 +132+1 +132 +1 2 1 +132 +1 +132 +1 2 C. 5/16° LAMI -(1/8° HS,.090,1/8" HS) D. 7/16" LAMI - (3/16° A,.090, 3/16" A) 48.000 1 +02 +1 +132 +1 3 1 +C2 +1+132 +1 3 1 +132 +1 +132 +1 3 1+C2+1+02+1 3 1 +C2 +1 +C2+1 3 1 +132 +1 +132 +1 3 E. 7/16" LAMI - (3/16" A,.090, 3/16° HS) 50.626 1+C2+1+C2+1 3 1 +132 +1 +132 +1 3 1+C2+1+C2+1 3 1 +132 +1 +132+1 3 1 +132 +1 +132+1 3 1+132 +1 +132+1 3 F. 7/16' LAMI - (3/16° HS,.090,3/16° HS) G.13/16° LAMI 10 - 1/8° OR 3/16" A, 54000 1 +132 +1 +132+1 3 1 +C2 +1 +C2+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1+02+1 +132+1 5/16' OR 3/8° SPACE, 5/16° LAMI - (1/8" A,.090, 1/8' A) 3 H. 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" HS) 80.000 1+C2+1+C2+1 3 1 +132+1 +132+1 3 1+C2+1+C2+1 3 1 +132+1 +132 +1 3 1 +132 +1 +132 +1 3 1 +132 +1 +(�+1 3 I. 13/16° LAMI IG - 1/8° OR 3116' A, 5/16° OR 3 /8° SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) 1.13/16° LAMI IG OR 3/16° A, 63.000 1+C2+1+02+1 3 1 +C2 +1 +C2 +1 3 1 +132 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +132 +1 +02 +1 3 1 +q +1 +C3+1 -118" 3116" OR 1/4" SPACE, 7/16° LAMI - (3/16" A,.090, 3/16° A) 3 K 13/16' LAMI 10 - 1/8° OR 3/16° A, 3/16° OR 1/4" SPACE, 7/16" LAMI - (3116° A,.090, 3116° HS) 60.000x 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 +02+1+02 +1 2 1 +02 +2 +02+1 2 L 13M8° LAMI IG -1/8° OR 3N6° A 3/18' OR 114° SPACE, 7/18° LAMI - (3/16' HS,.090, 3118° HS) 48.000 1 +C2 +1 +02+1 3 1 +C2 +1 +132 +1 3 1 +C2+1+C2 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +C2 +2+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50,825 1 +02 +1 +132 +1 3 1 +132 +1+02+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1 +132 +1 +02 +1 3 1+02+2+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 54.000 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 +C2 +2 +C2 +1 3 HEAD & SILL 101/T MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 1 +02 +1 +02+1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +132 +1 +02+1 3 1 +02 +1 +02+1 3 1+03+2+03+1 3 25 314" MAX FROM CORNERS. JAMBS: 9" MAX. FROM 83.000 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1 +132 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +03+2 +03+1 CORNERS AND 221)2° MAX O.C. 3 TABLE KEY: 74.000x38.375 1 +132 +2 +02 +1 2 1 +02 +1 +02+1 2 1 +03+2 +02+1 2 1 +02+2+02 +1 2 1 +02 +2 +02 +1 2 1 +132 +2 +02 +1 2 X O X 48.000 1 +02 +2 +02+1 3 1 +132 +1 +132+1 3 1 +02+2 +02 +1 3 1 +02 +2 +132 +1 3 1 +02+2+01+1 3 1+02 +2 +02+1 3 11 +03+4+03+1 3 - ANCHOR QUANTITY PER JAMB 50.825 1 +02+2+02 +1 3 1 +02 +1 +02+1 3 1 +02+2+02 +1 3 1 +02 +2 +02+1 3 1 +02 +2 +02+1 3 1 +02 +2+02 +1 3 HEAD AND SILL ANCHOR QUANTITY. 54.000 1 +02 +2+02+1 3 1 +02 +1+02+1 3 1 +C 2+2 +C2 +1 3 1+02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +03+2 +03+1 3 A CLUSTER OF (3) ANCHORS CENTERED 80.000 1 +02+2 +02+1 3 1 +02+1 +132+1 3 1 +132 +2 +02+1 3 1 +02 +2 +02+1 3 1 +C2+2+02 +1 3 1 +03+2+03+1 3 AT R MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT 63000 1 +02 +2+02 +1 3 1 +02+1 +02 +1 3 1+03+2 +03+1 3 1 +C3+2+C3+1 3 1 +02 +2 +132 +1 3 1 +03+2+03+1 3 PLUS (4) ANCHORS AT FIXED SECTION. 84.000 x 38.375 1 +02 +2+02 +1 2 1 +02 +2 +02 +1 2 1+02 +2+02 +1 2 1 +02 +2 +q +1 2 1+C2 +2 +C2 +1 2 1+02 +3+02 +1 2 (12) ANCHORS TOTAL AT HEAD AND SILL 48.000 1 +02 +2 +132 +1 3 1 +02+2+02 +1. 3 1 +02 +2 +02 +1 3 1 +132 +2 +02+1 3 1 +02 +2 +02 +1 3 1 +03+3+03+1 3 (3° MIN. O.C. ANCHOR SPACING) 50.625 1 +132 +2 +02 +1 3 1 +02 +2 +02+1 3 1 +132 +2 +02+1 3 1 +02 +2 +02+1 3 1 +02 +2 +02 +1 3 1 +03+3+03+1 3 54.000 1 +02+2+02+1 3 1 +02 +2 +132 +1 3 1 +132 +2 +132 +1 3 1 +02 +2+02 +1 3 1 +02 +2+02+1 3 1 +04 +3+04+1 3 1 25 3/4" max. �--3 "MIN. a ut 1 80.000 1 +02 +2+02 +1 3 1 +02+2 +02+1 3 1 +03+2 +03+1 03 03 3 1 ++2 +03+1 3 1+02+2 +02 +1 3 1 +04 +3+04 +1 3 _L prtop!CT .EV1SED es ,,,,,-4-..,,,,,-,3 u$h the Florida 0 • :. Oq 63.000 1 +02+2 +02 +1 3 1 +C2 +2+C2 +1 3 1 +03+2 +03+1 3 1 +03 +2 +03+1 3 1 +132 +2 +132,11 3 1 +04 +3+04+1 3 9" REF. w 1 1 1 ua 0 a X ,/ 106.375x 38.375 1 +02 +2 +02 +1 2 1 +02 +2 +02+1 2 1 +112+3+02 +1 2 1 +02 +3+02 +1 2 1 +02 +3+02 +1 2 1 +02 +4 +02 +1 2 1 48.000 1 +02 +3+02 +1 3 1 +132 +2 +132 +1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1 +02 +3+02+1 3 1 +q +4 +03+1 3 MTG. RAIL, TYP,- W/ QTY. OF (3) ANCHORS 50.625 1+02 +3+02+1 3 1 +02+2 +02 +1 3 1 +C3+3+q+1 3 1 +C3+3+03+1 3 1 +03+3+03+1 3 1 +03+4 +03+1 3 EXAMPLE CLUSTER 54.000 1 +03+3+03+1 3 1 +132 +2 +02+1 3 1 +03+3+03+1 3 1 +q +3+03+1 3 1+03+3+03+1 3 1+04+4+04+1 3 (SHOWN IN TABLE KEY ABOVE) MAX. Iu^z t:2x No Expiration Date - bilf_r By ;, 4' , of 80.000 1 +03+3+03+1 3 1 +02 +2 +02 +1 3 1 +04+3+04 +1 3 1 +04 +3+04 +1 4 1 +03+3+03+1 3 1 +04 +4+04 +1 3 83 .000 1 +03+3 +03+1 3 1 +02+2+02+1 3 1 +04+3+04 +1 3 1+C4 +3+C4 +1 4 1 +04 +3+04 +1 3 1 +05+4+05+1 3 25 314' 111.000x38.375 1 +(2+3+132 +1 2 1 +02 +2 +132 +1 2 1 +02+3+02+1 2 1 +132 +3+02 +1 3 1+02 +3+02 +1 2 1 +02+4 +02+1 2 -' 1 112'TYP• 1+3" 48.000 1 +132 +3+02 +1 3 1+02+2+02+1 3 1 +03+3 +03+1 3 1 +03+3+03 +1 3 1 +132 +3+02+1 03 3 1 ++4 +03+1 MIN. 3 tag _ 1 1 1 1 11a1 1 ®(� A Robert L. Clerk, P.E. Structural Shvcttael 50.625 1+02 +3+02+1 3 1+02 +2+02 +1 3 1 +03+3+03 +1 3 1 +03+3 +03+1 3 1 +q +3+03+1 3 1 +03+4+03+1 9 . REF. 3 O X 54.000 1 +03+3+03+1 3 1+03 +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+04 +1 r 3 J r 60.000 1 +03+3+03+1 3 1 +C 2 +2 +132 +1 3 1+04 +3 +04+1 3 1 +134 +3+04+1 4 1 +q +3+03+1 3 1 +04 +4 +04 +1 3 MTG. RAIL., TYP. 63.E 1 +C3+3 +133 +1 3 1 +02 +2 +02+1 3 1 +04+3+04 +1 3 1 +04+3+04+1 4 1 +134 +3+04 +1 3 1+05+4+05+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Ramer F.JC Dee 4/15107 Raab. C UPDATE TABLE 4. SFI FCT VALUES DUE TO ANCHOR CAP. ADJ 1870TECSNOL06YDRNE NOKOMIS, FL 34275 P.O. BOX 1528 NOKomIB, FL 34274 ., ANCHORAGE SPACING, XOX (9/4 -1/2 -9/41 R°emay. F.K. °° 10/17/08 " 8 REVISE ANCHORAGE FORMAT, HEAD & SILL e0ey F.K °'e 5/131135 " A CLUSTERS ADD SPACE DIMENSIONS GLASS TYPES 0 HRUL. rm: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Drawer F.K. mete 7128/05 clmoY der J.J. mar 3123/00 Vise/4 Better amain' HR7I0 sine NTS stet 8 m 11 na.taw. 4127 -10 �,,, C ANCHOR QUANTITIES, XOX (113 -1/3 -113) WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE -FLEX 3 -412 STEEL SCREWS (G5) ANCHOR TYPE) & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F, ,J,K, L Z3, WOOD 2, CONC 1, CONC 2,3, WOOD Z CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W y H HEAD & SILL is * HEAD & SILL is * HEAD & SILL > is g HEAD & SILL 5, is 2 HEAD & SILL a, m HEAD & SILL � -, is g 2• GLASS TYPES: A. 5/18° LAMI - (118" A,.090,118° A) -d° B. 5/18' LAMI - (1/8° A,.090,1/8° HS) 48.000x 38.375 48.000 50.525 54.000 60000 83.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 C. 5/16" LAMI - (1/8° HS,.090,1/8° HS) "LAMI- "H) 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 +02 +1 +02 +1 3 E.7 /16 (3/18° A,.090,3/16 E. 7/16" LAMI - (3118° A,.090, 3118° HS) 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 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 F. 7/16° LAMI - (3/16° HS,.090,3/16'HS) 1+02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 G. 13/16' LAMI IG - 1/8° OR 3/16° A, 5/16° OR 3/8° SPACE, 5/16° LAMI - (118° A,.090, 1/8' A) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2+1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 H. 13/16° LAMI IG - 118° OR 3/16° A, 5/16' OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) L 13/16' LAMI IG 3/16" A. 1+02 +1 +C2 +1 3 1+C2+1+C2+1 3 1 +02+1 +02 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C3 +1 +03+1 -1/8" OR 5/16' OR 318" SPACE, 5/16' LAMI - (1/8' HS,.090,1/8° HS) 3 J. 13118" LAMI IG -1/8" OR 3/16° A, 3/16° OR 1/4" SPACE, 7/16° LAMI - (3116" A,.090, 3/16' A) 53.125 x 38.375 43.000 50.825 54.000 80.000 83.000 1+02+1 +02 +1 2 1 +02 +1 +C2 +1 2 1 +02 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +C2 +1 2 K. 13/16' LAMI IG - 1/8° OR 3/16° A, 3/16° OR 1/4° SPACE, 7116° LAM1- (3/16" A,.090, 3/16° HS) 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1+C2+1+C2+1 3 1 +02+1 +02 +1 3 1+02 +1 +C2 +1 3 L. 13/16" LAMI IG -1/8" OR 3/16° A, 3/16° OR 1/4" SPACE, 7/16° LAMI - (3116° HS,.090, 3116' HS) 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 +C2+1 +C2 +1 3 1 +02 +1 +02 +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 +C2 +1 +C2 +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 +C3+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 +C2 +1 3 1 +03+1 +03+1 3 HEAD & SILL: 10112° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.003x 38.375 4&000 50.625 54.000 80000 83.000 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 25 314° MAX. CM CORNERS JAMBS: 9' MAX. 25 CORNERS AND 22112° MAX. O.C. 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1+02+1+02+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 TABLE KEY: 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +02 +1+02 +1 3 X O X 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +02+1 +02+1 3 1 +02 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +03+1 +03+1 3 11+03+1+03+71 3 Imo-- ANCHOR QUANTITY PER JAMB P.�[JDUCi'FtEVLtiED as CarpE a Florida }ryng moth d SUildPa$ Code 5, 1 +03+1 +C2 +1 3 1+02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C3 +1 +03+1 3 4 HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1+C2 +1 3 1 +02+1+02+1 3 1 +02+1 +02+1 3 1 +C3+1 +03+1 3 1 +02 +1 +02+1 3 1 +03 +1+03+1 3 I 88.000x 38.375 48.000 50825 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1+02 +1 +02+1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02+1 2 1 +02 +1 +02 +1 2 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 +C2 +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 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+03+1 +C3+1 3 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1+C2 +1 3 1 +03+1 +03+1 3 1 +02 +1 +C2 +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 +03+1 +03+1 3 1+02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03 +1 3 1 +02+1 +02 +1 3 1 +03+1+03+1 3 74.000 x 38.375 48.000 50.825 54.000 80.000 83.000 1 +02 +1 +02 +1 2 1 +02 +1+02 +1 2 1+02 +1 +02 +1 2 1+02+1 +C2 +1 2 1+02 +1 +02 +1 2 1 +02 +1 +02 +1 2 253/4° MAX. - +{1-.--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+03+1 3 1 111 1 14t 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 +03+1 +03+1 3 �F' X O 1 +02+1 +02 +1 3 1+02 +1 +02+1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +02 +1 +02+1 3 1+03+1 +03+1 3 1+02 +1 +02+1 3 1 +02 +1 +02 +1 3 1+03+1 +03+1 3 1 +03+1 +03 +1 3 1 +02 +1 +C2 +1 3 1 +03+1 +03+1 3 W/ QTY. OF (3) ANCHORS 84.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 +C2 +1 2 1+02+1 +02+1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02+1 3 1 +C2f1 +C2 +1 2 1+02 +1 +C2 +1 MTG. RAIL, 2 TYP.- CLUSTER 1 +02 +1+02 +1 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1+02+1 +C2 +1 3 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 EXAMPLE 3 p,m,r -No0 o6 A« .0 ELI' 3 (SHOWN IN TABLE KEY MAX. ABOVE) - Ex. Indian Date P 0(1 ,, UDadot4oduct�""',y 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +C3+1+C3+1 3 1 +03+1 +C3 +1 3 1 +0`2 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 4 1 +C3+1 +C3+1 3 1 +03 +1 +03+1 3 r 3/4° 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 4 1 +03+1 +03+1 3 1 +04 +1 +04 +1 4 125 1 112 "TYP I-3° 88.437 x 35375 48.000 50.825 54.000 80.000 83.000 1 +02 +1+02 +1 2 1 +02 +1 +02+1 2 1 +02+1 +02 +1 2 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 2 1 +C2 +1+02 +1 2 1 MIN. rte. /p Robert L. Clark, P.E. PE#39712 Sbvdural 1+02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 9' REF. ii _ X ii 1 114 0 1 4 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 +03+1 +03+1 3 T �' 1 +02+1+t2 +1 3 1 +C2 +1 +C2 +1 3 1 +03 +1 +03+1 3 1 +C3 +1 +03+1 3 1 +C2+I +C2 +1 3 1+03 +1 +p+1 3 ,./ OF (4) ANCHORS 1 +C2 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +03 +1 +03 +1 4 1 +03+1 +03 +1 3 1 +04 +1 +04 +1 4 MTG. RAIL, TYP.- 1 +03+1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +C3 +1 3 1 +03+1 +03 +1 4 1 +03+1 +03+1 3 1 +04 +1 +C4 +1 4 EXAMPLE CLUSTER W/ QTY. Ressigg F.K. Pew 4/15/07 gentians: C UPDATE TABLE 5, SELECT VALUES DUE T0 ANCHOR CAP. ADJ. 070TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.C. 89X 1828 NOKOMIS. FL 34274 a ANCHORAGE SPACING,XOX 1/3•••i�3 -1/3 l � . ay F.K. beta 10/17/06 Revaw°r 8 REVISE ANCHORAGE FORMAT ,HEAD & SILL CLUSTERS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Raved* F.K. a," 5/13/08 A ADD SPACE DIMENSIONS GLASS TYPES 0 THRU L omenar: FJG Ogg 2/26/08 aeamdex J.J. ome 323/06 j Visibly Bever s HR710 aura NTS " 9 a 11 Ae1toom. 4127 -10 Rn: C ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4` ELCO TAPCONS 2 - 1/4* ELCO S34 CRETE -FLEX 3 -#12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16° LAMI - (1/8' A,.090,1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8° HS,.090,18" HS) D. 7/16° LAMI - (3/18° A,.090, 3/16" A) E. 7/16' LAMI - (3/16° A,.090, 3/16° HS) F. 7118" LAMI - (3/16° HS,.090, 3116" HS) G. 13/16° LAMI 10 -18° OR 3118' A, 5116" OR 3/8" SPACE, 5/16° LAMI - (18" A,.090, 1/8" A) H. 13/16° LAMI 10 -1/8° OR 3/16" A, 5/16° OR 38" SPACE, 5/16° LAMI - (1/8" A,.090,18• HS) 1. 13118° LAMI IG -18° OR 3116° A, 5/16' OR 38" SPACE, 5/16° LAMI - (18" HS,.090,18" HS) J.13116° LAMI IG -18" OR 3/16° A, 3/16" OR 1/4° SPACE, 7116° LAMI - (3116' A,.090, 3118" A) K. 13/16" LAMI 10 - 1/8" OR 3/16° A, 3/16° OR 1/4° SPACE, 7/16" LAMI - (3/18° A,.090, 3/16" HS) L 13/16° LAMI IG -18' OR 3/18" A, 3/16° OR 1/4' SPACE, 7/18" LAMI - (3/16' HS,.090, 3/16° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 183/4" MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: o ANCHOR TYPE> & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC , 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W Y H Q0 W I °5 m m 4 e0a� 0 = 6 m 2 5, Q�Q W 10 _ "5 - QaQ _j W 10 = e8 m M 5, Q� w (0 I ai3 m -, a0� u] 1n _ . 03 2 Qs 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2+1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2 +1 3 1 +C2+1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +03+1 3 1 +02 +1 3 1 +C2 +1 3 1 +03+1 3 1 +C2 +1 3 1 +02 +1 3 1 +03 +1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 2 1 +02 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +02 +1 2 1+02+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +q +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +q +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +q +1 3 1 +02 +1 3 1 +C2 +1 3 1 +q +1 3 1 +03+1 3 1 +02 +1 3 1 +C3+1 3 1 +q +1 3 1 +C2 +1 3 1 +03 +1 3 1 +q +1 3 1 +C2 +1 3 1 +q +1 3 1 +q +1 3 1 +C2 +1 3 1 +q +1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 2 X 2+03+21 3 ANCHOR QUANTITY PER JAMB 1 +02 +1 3 1 +02 +1 3 1 +03+1 3 1 +02 +1 3 1 +02 +1 3 1 +03+1 3 1 HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 3 1 +C2 +1 3 1 +03+1 3 1 +C2 +1 3 1 +02 +1 3 1 +03+1 3 1 +q +1 3 1 +C2 +1 3 1 +q +1 3 1+03 +1 3 1 +02+1 3 1+03 +1 3 A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3° MIN. O.C. ANCHOR SPACING) 1 +03+1 4 1 +C2 +1 3 1 +03+1 3 1 +03+1 4 1 +02 +1 3 1 +03+1 3 1 +q +1 4 1 +C3 +1 3 1 +04 +1 3 1 +q +1 4 1 +03+1 3 1 +04 +1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+02 +1 3 1 +02 +1 2 2 +02 +2 2 1 +02 +1 3 1 +02 +1 2 2 +02 +2 2 1 +C2 +1 3 1 +C2 +1 3 2 +03+2 3 1 +C2 +1 3 1 +02 +1 3 2 +03+2 3 1 +03 +1 3 1 +02 +1 3 2 +03+2 3 1 +03+1 3 1 +02 +1 3 2 +03+2 3 1 +03+1 1 +q +1 4 4 1 +C2 +1 1 +q +1 3 3 2 +03+2 2 +04 +2 3 4 1+03 +1 1 +q +1 4 4 1 +C2 +1 1 +03 +1 3 3 2 +03+2 2 +C4 +2 3 4 9" REF.I S 3/4° MAX. 1+--3" MIN. o PRODUCT REVISED es comp'. m cith tbs Florida HDilding Cocs Acceptsn =No. OS 5.O7 1 +03+1 4 1 +q +1 3 2 +C4 +2 4 1 +03 +1 4 1 +q +1 3 2 +C4 +2 4 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+02 +2 3 1 +02 +1 2 2 +02 +2 3 2 +02 +2 3 1 +02 +1 2 2 +02 +2 3 2 +C2 +2 4 1 +02 +1 3 2 +03+2 3 2 +C2 +2 4 1 +C2 +1 3 2+03+2 3 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 2 +03+2 4 1 +C2 +1 3 2 +03+2 3 2 +03 +2 4 1 +02 +1 3 2 +03 +2 3 2 +03 +2 4 1 +C2 +1 3 2 +03+2 4 2 +q +2 4 1 +02 +1 3 2 +C3+2 4 (SHOWN IN TABLE KEY ABOVE) PLMOnDuu ' CSl '/! By / /G. .,, . - 'ado Product 2 +03 +2 4 1+03 +1 3 2 +C4 +2 4 2 +03+2 4 1 +03 +1 3 2 +C4 +2 4 1 +03 +1 4 1 +03 +1 3 2 +04+2 4 2 +03 +2 4 1 +03+1 3 2 +04 +2 4 I 183/4 °MAX 74.000 x 38.375 48.000 50.825 54.000 60.000 63.000 2 +C2 +2 3 2 +C2 +2 2 2 +C2 +2 3 2 +02 +2 3 2+02 +2 2 2 +C2 +2 3 y 1 1/2° TYP 1+-3° MIN. 2 +q +2 4 2 +C2 +2 3 2 +03+2 4 2+q +2 4 2 +C2 +2 3 2 +q +2 4 $, REF. 0----- ��o o j Robert L. Clark, P PE #39712 Stream] 2 +03 +2 4 2+02 +2 3 2 +03 +2 4 2 +03+2 4 2 +02 +2 3 2 +03 +2 4 2 +03 +2 4 2 +03 +2 3 2 +04 +2 4 2 +03 +2 4 2 +03+2 3 2 +04 +2 4 2 +03 +2 4 1 +03 +1 3 2 +04+2 4 2 +q +2 5 2 +03 +2 3 2 +04 +2 4 CLUSTER RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 2 +q +2 4 1 +q +1 3 2 +C4 +2 4 2 +C4 +2 5 2 +q +2 4 2 +C4 +2 5 Render F.K. Des 4/15107 Rs4�as C CHO.TABLE #TO B, B SELECT VALUES DUE T OANCHOR CAP. ADJ P .1.. T. OsscrOrbt ANCHORAGE SPACING, OX AND XO WINDOWS R.ra4sr F.K. a°ax 10/17106 Revisions H REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS 1070 TECHNOLOGY [X31YE NOKOMl9, PL 34278 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT E . EK. °°� 5113/08 R° A ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. P.C. BOX 1829 duuusy F.K. Des 228/06 Choate*: J.J. new 323/08 I NOKOMIS. FL 34274 Visibly Better sa.�ee a HR710 �` NTS "`i°• 10 m 11 ° 1° 4127 -10 """ C ® ® 13/4' MIN. E.D. TYP. MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 •o : NOTE 1) /4' MAX. SHIM 2x WOOD BUCK, NOTE 3 CONCRETE WOOD ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS ) 1 318" MIN. 1 /4° MAX. SHIM WOOD ANCHOR, NOTE 2 1 3/8" MIN. 114" MAX. SHIM —►I CONCRETE ANCHOR, NOTE 1 114 MAX. SHIM �I ii ° MIN. ED (HF� & SILL DETAILS C DG & H) �E INTERIOR 2x WOOD BUCK, NOTE 3 Ix WOOD BUCK NOTE 3 DETAIL E DETAIL F INTERIOR (JAMB DETAILS E, F & I) TYPICAL FLANGE FRAME JAMB SECTIONS Ex-mm:4R A 3 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114° ELCO © TAPCONS EMBEDED 1 318° MIN. OR 1/4° SS4 CRETE -FLEX EMBEDED 1 3/4° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 314 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WITH ) #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4° MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDMON. (1.5 KSI CMU) OR PER NOTE 1 ° (3.4 KSI CONCRETE) 1 CONCRETE ANCHOR, NOTE 1 1l4' MAX. SHIM .•NOTE 1) 'Q 13/8° MIN. ) NAILING e e 13/4° MIN. MIN. 3.4 KSI E.D. TYP. ) CONCRETE 2x WOOD • DETAIL C BUCK NOTE 3 DETAIL D WOOD ANCHOR, NOTE 2 114° MAX. SHIM DETAIL H (HEAD NAILING .131 DIA. MIN. x 21/2° NAIL AT CORNERS AND 5° O.C. TYPICAL DETAILS G, H & I. Racal By F.K Rd F.K R°ndea F.X. oftnar F.K. DM. 4/15/07 bac TYPICAL FLANGE FRAME SILL SECTIONS REVISE NOTES 1 & 2 REGARDING TRIMFIT HD. & EMBEDMENT. ADD LF. FRAME. CHG. NOTE 5 TO FBC, CURRENT EDITION' 10/17/06 oeet 5/13/06 Data 2128/05 Malabar Revision. J.J. A REWSE EDGE DIST. , EMBEDMENT & SNT. REFERENCES ADD NOTES. 3113/06 1070 'TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 2I III7:31) eye. .. Ac.,7,2,74 Na O Bh.uaticn Deto DETAIL G (SILL) DETAIL I (JAMB)) ) TYPICAL. INTEGRAL FIN FRAME SECTIONS /7, Pic," visibly Better ANCHORAGE DETAILS rec ALUM. HORIZONTAL ROLLER WINDOW, IMPACT a esaarr HR710 r. Half all d 11 4127 - -10 Robert L. Clark, P.E. PE 539712 SWctural 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 Prbduct 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 1. 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.sov/buildinacode. NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 krAteict , 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) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16° HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, ® INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. NOA DRAWING TABLE OF CONTENTS SHEET GENERAL. NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 10-12 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 ® ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI /AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM- 200$54LUMINUM DESIGN MANUAL 44-12.1w11 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT / EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). PRODUCT RENEWED as calaplylas with the Fleet& AsM1utlatt Date 4 19 kN o- DN6lan s ue N"D �a3iw0D9 nEt•t tmuder bats Road sr Fx ae" 414/07 oitic 12115103 Ratites Fasialme Ma NOV 2 ro REF. AVM 1300 -02 AND REVISE ANCHORAGE NOTE ADD REFERENCES TO NOTE 8ANDADD NOTE 7. Rasedak FIC eaaar. Data F.K 7/14'V3 raatabote A 5tw Ae4a1: REDU EANCHOR SPACING Wee 1070 TEfOGYDRNE NOXOMIS, R 34275 P.D. SQX 1529 NO10OMI3. FL 34274 P'T Visibly Better NOTES & TABLE OF CONTENTS mw ALUMINUM PICTURE WINDOW, IMPACT PW-T01 � may NTSI 1 a 12 "m.po�a 4259 -4 "ae 16, Robert L Clack, P.E. PE 539712 Structural 3/16° ANNEALED OR HEAT STRENGTHENED GLASS Rd 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OUTSIDE Mir 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 I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) PRODUCT RENEWED as complying with the Perla attain Kode Explation Date Divist2104 aeme6r FC 4177 Rtalskar B NO CHANGE 71116 SHEET Osir 717114/03 Otaiskor A NO CHANGE 7104 SHEET drdrrfap aefrx 1070 TECHNOLOGY DRIVE NOJKOMIS a 34276 P.O. BOX 1826 NOKOAQA, 8.34274 PST Visibly Better GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT SeRrabtet PYK701 sere Are FU 2 d 12 artivte 4259 -4 I B ,/r7 Robet L Clark, P.E. PE 038712 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60° BETWEEN FLATS MAX. SIZE = 60' DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. MAX. SIZE = 96 °X48" OR MAX. AREA = 31.99 SQ. FT. 96" MAX QUARTER CIRCLE MAX. SIZE = 68'X68" OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE = 96° X 47" OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID 44 1/4" MAX. DLO 1 I� -- 921/4" MAX. DLO NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. Pes A(ADpMa "'gift Ridding Oa 2• Ellkulloom, Date a m.1s1e" Raeder air Amesdlty FJC Mee 414107 Reriekar UPDATE ANCHORAGE NOTE tea: FJC als 1211603 Raviskow A NO CHANCE MS SHEET amef FJC a& 7/14/03 CI"Ampep as 10707ECHNOLOGYDANE NOXOADB FL 34275 P.O.8QX 1519 P102:0129, FL 34274 Pc GT Visibly Better FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT Beelsolifoft PW-?01 are NTS 3 .112 °°r: ar°m 42584 B Robert L Clark, P.E. PE #39712 9truat ur 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. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48° OR MAX. AREA = 25.13 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68 "X68" OR MAX. AREA = 25.22 SQ. FT. EYEBROW MAX. SIZE = 96 °X48" OR MAX. AREA = 31.99 SQ. FT. A 981/4° FRAME O.D. II 96" MAX. A T 50 1/4" FRAME O D. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. 45 1/4° MAX. DLO 931/4° MAX. DLO RECTANGLE MAX. SIZE = 48" X 96" NOTE: ® OR MAX. AREA = 32.00 SQ. FT. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. ARCH. MAX. SIZE = 48° X 96" OR MAX. AREA = 3028 SQ. FT. TRAPEZOID MAX. SIZE = 48° X 96" OR MAX. AREA = 31.99 SQ. FT. PROM= RENEWED meowpDfug with DeMDR Dadleg Cod: Aaepwo N° -.- 12 /0 Expiration Data Division PRODUCT to.v.ci:? a complying with We Florida Ridding Cade A - DG 9 flatte Rabtoror mot, F.K Data 4/4/07 H ADD FRAME 0.13. DOY0afS/ON.4AND UPDATE ANCHORAGE NOTE Mnaea,: F.K Dam isig FAG Dabs 121184)9 7)14/03 A CdookatOr NO CHANGE 7103 SHEET Deft 1070 TECHNOLOOYDRIVE NOKOd08. FL 34275 P.O. BQX 1520 NOKOAOS, R.34274 eGZ VWWWb/j Better INTEGRAL FIN ELEVATIONS mac ALUMINUM PICTURE WINDOW, IMPACT sa"ve°r P701 Moot 4 s 12 a".aoAlitt 4259-4 B f a7 Robert L Clark P.E. PE#39112 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 (3116"HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3116HS, .090, 3/16" HS) WINDOW GLASS "XI DIM. TYPE FTL -3835 FTL -3835 FTL -3850 FTL-3850 WINDOW "Y" DIMENSION 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A,B,C,D AREA +80.0 I -80.0 9.70 SQ.FT. +80.0 1 -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 1287 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 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. AREA +80.0 I -80.0 11.88 SQ.FT. +80.0 1 -80.0 14.17 SQ.FT. +80.0 I -80.0 16.46 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 65.500 I A,B,C,D AREA +80.0 I -80.0 12.96 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. +80.0 I -80.0 15.47 SQ.FT. +80.0 I -80.0 +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 1 -80.0 14.05 SQ.FT. +80.0 I -80.0 16.76 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 B,C,D +80.0 -80.0 +80.0 -80.0 +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 +58.4 -68.4 +87.0 -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. 2t96 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 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 LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. Reariled Dale Ratellie F.IG awtLU¢ PRODUCT RENEWED es eemMYias with We FtorI, settling �, 'Wit EsetnRaa Met �fy 51.4 ac • Mike Ras IBR ore FA WINOS Orem BF Rase F.IC 7/14103 Redslare gstisimee A trasesday UPDATE DESIGN PRESSURES PER ASTM E 1300-02 AND NOTE3. CLEAN UP TABLE 1 DESCRIPTION ASV HEADINGS. CHANGE NOTE I ANCHORING WHIM SCREWS Date 1070 TECHNOLOGYORJVE NO/tNMIS, FL 34275 P.O. BOX 1629 NOKOMIS FL 34174 Pica" Visibfj Better FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT PW-701 Saar I MIL NTS1 5 " 12 Rq+ivsb. a" 42554 B Robert L Cierk, P.E. PE 03E712 metal TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW GLASS "X' DIM. TYPE FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW "Y" DIMENSION 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A,B,C,D +60.0 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. +80.0 _I -80.0 15.31 SQ.FT. +80.0 -80.0 +80.0 I -80.0 15.82 SQ.FT. 16.33 SQ.FT. 54.500 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 1 -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. 65.500 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 12.96 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. 71.000 1 A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 1 -80.0 +80.0 I -80.0 +80.3 1 -00.0 +80.0 1 -80.0 AREA 14.05 SQ.FT. 76.500 A +80.0 -80.0 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. +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 8,0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 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. 3t00 SQ.FT. 96.000 A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 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 USTED 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 Acc n Noe 10 Expired= Date -L 1.144 Mho= Weldon Romer. O@e Romer F.K. Cheer 414/07 UPDATE UESI1 N PRESSURES PER AS7M E 1300-02 AND NOTES. 1070 TECHNOLOGY 1:040/E CLEAN UP TABLE DESCR1P71ONAND HEADINGS. NOKOMIS, FL 30276 Weal* Doke Resheree F.K 12115813 A CHANOENOTE IANCHORWO WITH#12SCRENO lam* Mir aodoua,: Doc F.K 7/14/03 P.O. BQX 1529 NONOMIS, FL 30274 Pc GT Visialy Better INTEGRAL RN UNIT DESIGN PRESSURES nse ALUMINUM PICTURE WINDOW, IMPACT aew iftek NTSI 6 d12 DasivAlm 4259 -4 /"7/": RabwtL Clark, P.E PE 449712 Stmchnel MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH - HORIZONTAL SECTION (FLANGE FRAME) I1� I III III 11 0 0 ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (FLANGE FRAME) Oak MAX. WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELDED CORNER ASS'Y (FLANGE FRAME) F.K. lined BF Dots u4/07 Rotators NOCHANGE THIS SHEET ar.aex FJC m.•ar FJC 12/1603 Daft A NO 1FtANGE THIS SHEET Outdeaar Oster 1070 TECHVOLOGYCRAG NOKOA03, FL 34278 P.O. eOK 1820 NOKOMIS, FL 34270 0 0 MAX DAYLIGHT OPENING PRODUCT RENEWED as complying, with the Fbrlua Ratan' Code Expiration Data J 7 INSIDE _r- 1111 =X1. • VERTICAL SECTION (FLANGE FRAME) SECTIONS & CORNER ASS'Y, FLANGED ,.r ALUMINUM PICTURE WINDOW, IMPACT sr.ee• soar Sant Doming •••• stet FW 01 HALF 7 ' 12 4259 -4 I B 2.784" O 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) O L Jra, .� i1Iii ii1111111 X11 0 Q O I� ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX. WINDOW HEIGHT 2.784 ° —� MAX. DAYLIGHT OPENING INSIDE 1 "" U L VERTICAL SECTION (INTEGRAL FIN FRAME) PRODUCT RENEWED ac ep a ro Florida Ao %p1 WaCad Da �y 97 D lew M de W.isko PRODUCT REVVED so complying with*, Moth %kiln Code eUmi& . RendO Daft Rrs1 Br F.K F 8 NO CHANGE THIS SHEET F.K Dminex FJC Dire 12/16U3 4A13 RaM,b¢ A Cheated* NO CHANGE THIS SHEET rear 1070 TECHNOLOGY DRIVE NOXODMA FL 94278 P.O. SQX 1827 NO4WMIS FL 34274 c; r VIsibty Better SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT °eums PW7O1 HALF1abe 8 d 12 arpw pe 42584 B ITEM DWG NO. PART # DESCRIPTION 1 4256A 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2 4253 64253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781 PQX #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 4255 64255 7/16 LAMI GLASS BEAD 11 4254 64254 1 1/16 LAMI I.G. GLASS BEAD 12 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 18 1 1/16" LAMI I.G. GLASS: 3116" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 20 4262 64262 ARCHITECTURAL CORNER KEY 21 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 22 1 1/16" LAMI I.G. GLASS' 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .050° r— .970" I .975" ITEM 10, 7/16 LAMI GLASS BEAD MAIL: 6063 -T5 DWG NO. 4255 Raeder Read By FX 4, 7 Rffisker NO CHANGE7HOS SHEET an° .346° - 1 .050 " ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MAIL: 6063 -T5 DWG NO. 4254 .975" 2.784° 2.500" ITEM 1, INTEGRAL FIN FRAME MATL: 6063 -T5 DWG NO. 4256A ITEM 2, FLANGED FRAME MAIL: 6063 -T5 DWG NO. 4253 MMON,r.s ASAF,,Fltcu as complying with n e &Me49 Balding Cade Acceptance ee J� Expk°tlon Dat 4 ti mrt 9nar Mace Romer FC a,mex FK G"i f2/t&ffi 7/14/03 Raitsbrse A a dal& NO CHANGE MIS SHEET moz IMO 7EC49rOLOGYDRIVE NOKOMIS, FL 34275 P.0.0QX 1529 NOKOAW, FL 94274 SGT Vis a&y Better EXTRUSION PROFILES & PARTS LIST nt ALUMINUM PICTURE WINDOW, IMPACT a.swaee IH/LLF eae Gai ter. nit 9 s 12 I 4259-4 I B .131 "DIA.MN. x 2 1/2" NA L, AT CORNERS AND 5° O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1/4" MAX. I SHIM T CONCRETE ANCHOR (SEE NOTE 1) A 1/4" MAX. SHIM • SEE NOTE 1 FOR Q ° EMBEDMENT WOOD ANCHOR (SEE NOTE 2) 1 3/8" MIN. EMBEDMENT f INTEGRAL FIN DETAIL B r1/4" MAX. 1 SHIM T WOOD ANCHOR „ (SEE NOTE 2) A 1 3/8° MIN. A EMBEDMENT 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM T FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) SEE NOTE 1 FOR •• ® EMBEDMENT; ` • 1/4" MAX. I SHIM T 1x WOOD BUCK r (SEE NOTE 3) L 3.5 KSI MIN. CONCRETE FLANGED DETAIL E AL3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) OR 1.5 KSI MIN CMU NOTES: ® pl jz1�s1E 1. FOR CONCRETE APPLICATIONS - , USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 3/8" MIN., 5/16° ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4° SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. t5. vz1ts1E 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. �etx RessdBy FC Der Ftwelairs hewer F-K toner F.K Deft 7 tikr 1241523 paw 7114/73 , Reriskes A REt4SE AND UPDAT E ANCHORAGE PER CURRENT FBC CHANGE NOTE 1 AND FASTENERBPACING 1070 TECHNOLOGY DRIVE NOKOMIS, n34275 P.O. BOX 15 NOKOM IS, FL 34274 I utctbly Better ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT Sedseakdot PN-701 NTS Sheet 10 d 12 PROD CI 4 4 t. Ifr as complying with the Mettle Raiding Cede Acceptance °a$_Ilt2.1b Eapirati"a Date '- Ve1 i ?bly By Wand Dade Division • Osadvas 42594 Im'B TABLE 3. ANCHOR ON-CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE WIND. "X' p 0 0. 3 > WINDOW "1r° 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. DIM. X Y X Y X Y X Y X Y X Y XYXYXY XY XY XY XY XY XY XY XYXYXY XY 49.0° O.C. m `'3" N ,- r' CO PS N 0 m P9 N VV N CO P3 N o. '.. m CO P3 N of CO P9r N m P9�P3.- a- N' CO N .- 0 eP3 N m CO m N m CO N P3 to N CO CO Pis CO N _t3 N m P9. N -co .- N -P9 .^- CO N -P➢. s CO N t, ,f ..-- CO e�NP3 N CO N m CO N N 54.5° O.C. a,D 'r' 0 ,_ ps. m 0 0 0 m t`gt 0 VV 01 "D t`/9 0 .d. tO CO m 0 of C.O. m 0' CO .- u'f -0�Ca .- CO tai .- m 0 0 m CO 0 O CO 0 , 0 0 m CO u0 o`-0 m .- 0 CO �- 0 0 .- ro a 0 vV - <0a a0 £r - -0<0 m vV r- m m N � 0 m N VP3 O Cal SOAP O.C. N N r N O N .'- N N .- °o N O N N ' N N PS CO N PS N to P3 `� wa) �' N- tr3 m - v� ms- N N Pofs-m uS 0 N N (NI co N 65.5" O.C. v P9 O ,_ ^ It t0 O 0 at P9 0 VV N V• P3 0 a ,_ m v P9 0 a, v 0 0 sr s- PS 0 .- v P9 0 gmvmamm m 0 g W P3 0 g Pf CO 0 g � O m v ' PS 0 ' s- t0+ 0 s- m 0 m s- a- v 0 0^ a 0 0< s m m o N t0 '_ 0 v N Pi 0 N 71.0' O.C. CD a 9 LN m P3 0 m N .- m P9 < CO Ps w m 0s m 0s-0 CO m figetgn.gr:�-P9`� m m m m m CO m m -t: CO CO Pt .V CO n- N m r.NP3 m N^�N 76.5° O.C. a P9 O N n v P9 o O v Pi 0010400 VV Sr P9 a v P9 W v P9 o'o�o' V' .- P1 < o P9 .- � ... m CO r. m Y 59 o m y eZ o CO m a '- � W af'�m'm�o�w�w v .- c9 , � a N a V N < •p V o. � at N `P1 � . N `' m N 82.0° 0.C. CD s- V m < •cm r a CO .- ' m v •- m m r CO m „.,•- CO s_< m .-O to m m �Pia to m CO gP3- m m m •- . .- ova, •- �, m N = m N ,- ,_ .� ,- m. t`.1 P9N�NP9N m m .� m 87.5" O.C. CO ''3 N N r^ CO ''3 N O CO Ps N VV N CO 0 N d. m co 0 N �f m P9 OTN�O m .- P3 .- CO CO n waNmaofm m M CO CO m M ps CO CO -7 i r.: CO 0 CO - r. CO - CO n m VV <0a-ma-m CO `�.- 01 CO is N " m fi m N o m N n CO N 93.0' O.C. CO a9 m o OD tit V CO tt'f .a m rt m m CO < ?3 CO uS '- W m_mm4om 173 ,T�' -' 0< CO a- �$ <0<.- m < 'a N `-w iV CO r- �' NrNa+N 98.0° 0.C. ,;11 VV 1. N 0 N V N N " m N O °N'- a- `- N '-�PS O EOm W P3 0 NP3 mVVmm Of O� Par= Of CO VV m '- O '-P- mViV m< 0< VVmVVco '-'n CO .P- r;N m VV 0 to Nn-N CO NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) "X' AND DIMENSION FROM TABLE 3 (MIN. 2118' O.C. CONCRETE SUBSTRATE) MAX. 81/2° FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR °Y" DIM. �-- "X" DIM. --1 FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2" FROM ANY CORNER. w.4Uf: Derr Mazda): FK wader �eF FK: aft aatx DOW 7/14/03 Roakes 8 w*.rum NEW SHEET 004®4114 take 1070 TECHNOLOGY DmVE NOK060$ F134218 P.O. BQx 1529 NQKONIs F134274 BGT VVrlb1, Better ANCHORAGE, WOOD SUBSTRATE ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 1/4' ELCO TAPCON 4.1/4" ELCO SS4 CRETEFLEX 5.5/18° ELCO TAPCON PRODUCT RENEWED g comPlYhig with the Florid* Mad 1Me61m Cold* tt ALUMINUM PICTURE WINDOW, IMPACT *Twee Pw-701 Sok NTS *nut !1 at 12 I °�° 4259-3 I B //A Robert L perk, P.E. PE #39712 • TABLE 4. ANCHOR ON-CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE WIND. "X' DIM. D: O § 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.C. CO 0 Cal N ,.. n m CO o Co d3 N r m m P) N .= v. r w v-• r CO m Pi .` r CO a r w w m ai w v r CO .- m PS r m c�i r m ti n m m w CO t4 r m t`+i CO CO cs, m CO m 'n n .o. r co CO ai m ,_ m r n CO °° CO at N P m PPS V N CO �: n .� r CO CS V ^ m 219 e r 54.5° ac. CO 0 O 0 n, CO S O O CO 0 O N r m m 0 0 N ,- ,N., CO O .Q. r m m 23 O v r. m N r w m o w N `- m ,- m 23 O P CO O ,- N r m m g w m o m g w m a own m g CO r ap r m m in O - m i o P CO r n CO o m m ? O e m O N ` - ,r.., CO r n a* r n m 0 m Xa O N 60.0" O.C. ° N r n ` o CO 213 w N m V. N r e m t1Z CO sr r CO " sr r m m ui w w ° w 0 :V : r1 r m m �S CO V m or P m t�3 w CO r. m v r CO °o d3 w N r m `n m to it1 t0 a 213 w N r r V co n m v r n m u4 w N N 65.5' O.C. at Pi O N �- n v r`1 o o v0at Pi O m Pi O NCO `' P � m vv.rm - m e'3 O �- m � CO w v PI O w m a n r v tit O r v e3 O r mmvmvmm,a ' n Fs CO Pi 0 Fs CO a 3 0 'g w ' CO ,.. CO v Pi 0 r r v Pi O r r mmvNvNm,Q.v rm a CO cat O e Pi O e= r n Pi 0 " v t� O 71.0" O.C. CO ,- m 0 o ti-���� m N m ��wgwn m -g m -�.� co e3^.g'S�tg- m ���- m 5am- O O co a- C4 tri o -nv.5v n w co r n r w m ,-- m O,- co m r co r r n W w w ,r... w co O w r m e r er- m ,.., 78.5° O.C. at o N r n at 0 o O at 0 o N ,.. m at i o N ,- P v r w v r m at Ps o at ,.. m m .r m w at PI o w ID r CO r sr o r sr Ps o r m n m _o w v O m � CO v 0 o m T.., w N CO v r CO a r w r s ° r N r m m 0 co d' r w N r v 0 N , N m v .�-`. n v ZD w N r sr o 0 82.0" O.C. to ' r ,- n m r ° ° N r CO m e N ,N.- v CO CO g r CO m P v CO s t� CO w m r w CO FS n v" m r r m ` r = n 0 w ° co Fg w CO r s- m ' w m °0 m v m ° r co r r r CO d3 CO CO 0 CO v PS CO N r m r r ,r.. m n to n v 0 m co 87.5" O.C. CD u'3 N r. n m m P o m F. CO w N r m `ci N r N N r m r` m .4. r CO m " N d. r CO m fr w w CO u� N r w co of n = co `.8 co u' r co n m _m t�3 CO m O m T3 w CO ui m c�3 1( m, m ' m co ti CO = m 3 ,N., co m co '� m m ti 0) N r r a- co N r r m t� r m ve. r n m I: aD m 27'3 CV IN 93.0° 0.C. CO Pi r N r n CO 213 r o CO rr o N co m �C N rwr�rrwu'Sw�-u�r'w�r� F a. m, CO vo- CO m CO CO r CO n Co r CO r a °O m 1( CO r� a- m CO CO m w ap r. CO a. -w�T1� CO m r e m m 0 ,�o- 42 N a- r CO r,- N � m m v r1( 1. �'T3� m r 98.0" O.C. N N r n 14 0 CO °'I' 1( N r m N e- Cal m 1: CO CO at CO m 'n m w w O n r r° r "= N e co m e5S 1(° m c7t w . m df CO m .. r m m c7i w r< m CO i3 °o m n. m.- N N N CO N . n m n m N r NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) °X' AND "Y' DIMENSION FROM TABLE 4 (MIN. 2 1/8" O.C. CONCRETE SUBSTRATE) MAX. 81/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: "Y" DIM. 1- "X° DIM. FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2° FROM ANY CORNER. ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3.1/4' ELCO TAPCON 4 1/4° ELCO SS4 CRETEFLEX 5.5/18" ELCO TAPCON PRODUCT ItY.CeWU Se complying 1(111 151 Mudd* INS.* Coda Acceptance Nc•oB -1%12. ID Expbratins X014 Mikes P RODUCT REVISED etimpkylag with 1b FYeida B alding Code Na .4 -+2 -. gale L7a _RL.- Road Op bstrr R.,mws Ammar. Fx llatc 44/07 Rew.oar NEW SHEET dater 77/14/03 Regiakeer 1070 TECHNOLOGY DRIVE NOKOMIS, F1.34275 P.O 801115211 NOKOMIS FL 34274 Pc �T 'VLsibly Betcer ANCHORAGE CONCRETE SUBSTRATE Oka ALUMINUM PICTURE WINDOW, IMPACT 8s1uCY0et PW.701 NTS awe 100.04. 12 a 12 1 4259 -3 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.L 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 Industri 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 ix 2 x 3 /a" 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 SUBNIITTED 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 "B" "C" OR "D" AT BOTH ENDS AND AT BOTTOM MULLIONS w ANCHORS DETAIL A ANCHORS DETAIL A WWII W2 W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE W /ONE ABOVE DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE ON PAGES 5, 6 & 7 DESIGN PRESSURE SEE TABLES Ml) MAX OPENING = H OR H1 +H2 ON PAGES 5, 6 & 7 MULL LENGTH = W OR Wl +W2 M3) MAX OPENING = H OR H1 +H2 M2) MAX OPENING = W OR W7 +W2 MULL LENGTH = W OR W1 +W2 +W3 MULL LENGTH = H1 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE 2 1 ANCHORS DETAIL 8 ", "C" OR "0" AT BOTH ENDS AND AT BOTTOMS I 111 l'arnalli II I,N n IVO I'['' WWII W2 W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE W /ONE ABOVE DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE ON PAGES 5, 6 & 7 DESIGN PRESSURE SEE TABLES Ml) MAX OPENING = H OR H1 +H2 ON PAGES 5, 6 & 7 MULL LENGTH = W OR Wl +W2 M3) MAX OPENING = H OR H1 +H2 M2) MAX OPENING = W OR W7 +W2 MULL LENGTH = W OR W1 +W2 +W3 MULL LENGTH = H1 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE 2 1 ANCHORS DETAIL 8 ", "C" OR "0" AT BOTH ENDS AND AT BOTTOMS P W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED NOTES: 1. THE 33 1/39 STRESS INCREASE HAS 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS DETAIL "B", "C" OR "0" BOTH ENDS ANCHORS DETAIL "B", "C" OR "D" BOTH ENDS MULLIONS H MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR Wl +W2 MULL LENGTH = H MAXIMUM OF (7) UNITS. 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 TYPE, QUANTITY AND LOCATION, REFER TO SHEETS raMIXTUNeweo mea .waerwr A,_11 0. e:�IYJ_!51 I TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS /9 otrert L` Clark. P.E. PE #39712 Structural INDUSTRIES Rend Bya F.K. Roved 9y: F.K. Dram Ry: P.J.P. 5730/06 55/06 48/00 Revisions: NOTES 5 & 6 Revisions: C-ADD TECH. REFS Description: 1" HEAVY WALL, ELEVATIONS 1070 TECHNOLOGY DRIVE NOKOMS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 ROe: ALUMINUM TUBE CLIPPED MULLION MULLS NTS 1 or 7 Omrtn9 6221 R l'arnalli II I,N n P W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED NOTES: 1. THE 33 1/39 STRESS INCREASE HAS 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS DETAIL "B", "C" OR "0" BOTH ENDS ANCHORS DETAIL "B", "C" OR "D" BOTH ENDS MULLIONS H MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR Wl +W2 MULL LENGTH = H MAXIMUM OF (7) UNITS. 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 TYPE, QUANTITY AND LOCATION, REFER TO SHEETS raMIXTUNeweo mea .waerwr A,_11 0. e:�IYJ_!51 I TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS /9 otrert L` Clark. P.E. PE #39712 Structural INDUSTRIES Rend Bya F.K. Roved 9y: F.K. Dram Ry: P.J.P. 5730/06 55/06 48/00 Revisions: NOTES 5 & 6 Revisions: C-ADD TECH. REFS Description: 1" HEAVY WALL, ELEVATIONS 1070 TECHNOLOGY DRIVE NOKOMS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 ROe: ALUMINUM TUBE CLIPPED MULLION MULLS NTS 1 or 7 Omrtn9 6221 R ' PGT 1x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1x MULLION WOOD BUCK 1" MULL= ?" i MIN. #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1x MULLION (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 FOR 1" MULL i" TYPICAL MULLION TO MULLION INSTALLATION, DETAIL "A" 2° OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 PGT 1 x MULLION SEE NOTES 2 & 3 MIN. 407P) J 18(TYP W000 BUCK REMOVED TO CONCRETE WOOD MIN. /' BUCK2 i "()1(TYP SEE NOTE 1 SEE NOTES 2 & 3 PGT 1 x MULLION TYPICAL MULLION TO STRUCTURE WITH NOTES: WOOD BUCK. DETAIL "8" 1. FOR CONCRt I E APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRLIt -FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRETE -FLEX 1 3/4" NOTE 1 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRLlt -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. 1" 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" 2" OR 4 °—•• M/Nr- �()1(TYP } SEE NOTE 1 O O+ #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 000 BUCK MASONRY ANCHOR, SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH W000 BUCK AND CONC.. DETAIL "0" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Remit By: F.K. Rend By: F.K. $a /e Robert L Clark, P.E. PE #39712 Structural Drown ey: P.J.P. 30/06 D- � NOTES 3 & 5 573/04 8-ADD EMBED. DETAILS 48/00 DesalpHon: 1 HEAVY WALL, CLIP INSTALLATION DETAIL 1070 TECHNOLOGY DRIVE NORMS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 T19e: ALUMINUM TUBE CLIPPED MULLION Series/Model: Scale: Shoot Drawing No. MULLS NTS 2 of 7 6221 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG /1099 ( • 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CUP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 x 3/8 1 3/16 1 x 2 3/4 x 3/8 1 15/16 1 x 2 3/4 x 21/32 1 3/8 1 x 4 x 3/8 3 3/16 L 4MAX. 4MAX. A/2 ® OLOCATIONS ANCHOR ©THRE ANCHOR LOCATIONS MIN. 1 ONE (1) ANCHOR © TWO (2) ANCHOR 3MIN.TYP. NOTES: © FOUR (4) ANCHOR LOCATIONS (2)EQ.SP.@ (A- 3/4)/2 $MIN. A rAMIN.TYP. (4)EQ. SP.11 (A- 3/4)/4 0 SIX (6) ANCHOR LOCATIONS O THREE (3) ANCHOR LOCATIONS MIN. FIVE (5) ANCHOR LOCATIONS MIN. TYP. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. Robert 1. Clark, P.E. PE 09712 Structural 1070 TECHNOLOGY DANE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Rewsit. 8y: 30/06 0—NO HG THIS SHT C a..ed F. . 575/06 Revisions: W, ADD DIM.&NOTE O aea gr P.J.P. 4/28/00 1" HEAVY WALL, ANCHOR LOCATIONS ALUMINUM TUBE CLIPPED MULLION MULLS NTS Sheet: 7 Orawfg No. 6221 Rew. D 8 8 1 2 21 32 2 116 • x HEAVY WALL MULLS MAT'L: 6063 -T6 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 8 3 4 A 34 • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS obert L Clark, P.E. PE #59712 Structural 1070 7EONNOLOGY ORNE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS, Ft. 34274 F.K. 30/06 DR Oa CHG THIS SHT Road F.K. 55/06 C NO HG THIS SHT O.o.n 9Y. P.J.P. 428/00 0 1" HEAVY WALL, MULLION PROFILES ALUMINUM TUBE CLIPPED MULLION S /Model: Scale Sheet Drawing No. MULLS 1 X 4 7 6221 Rev: D CHART 2. - 1x2.75x.375 QTY. & TYP. ' ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 CLIP TO OPENING (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) (2) A (3) B (3) A (3) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B CLIP TO MULL za (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 (3) B 170 (3) B 170 (3) B (3) B (3) B (3) B (3) B (3) B (3) B 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 92 131 131 112 112 99 99 90 90 84 84 80 80 77 77 76 76 76 76 76 76 113 113 97 97 85 85 77 n 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 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) (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B MULL LENGTH IN INCHES CLIP TO MULL AA 42 48 50.625 54 60 63 66 72 76 78 84 90 (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 96 16 - 1 - Vertical Mull Mull Length kOpening_l Width Horizontal Mull Opening Width L 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. mom wawa asiumpbzwfthaelleela Acceptanaltto -0 5.07- Ezphatigo TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark, P.E. PE #59712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Rers� Ey. Rend ((By F.K. 30/06 5%5/06 DR-N0 CHG THIS SHT widgiour C-MARKED REVISIONS Drawn By: P.J.P. 48/00 OaeaNpDOn: 1" HEAVY WALL, PRESSURE CHARTS 1 & 2 mw ALUMINUM TUBE CLIPPED MULLION Series /tee MULLS Scaleo NTS Sheet 5 of 7 &owing No. 6221 Roo CHART 3. - 1x2.75x.650 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 CUP 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 (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 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) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 160 170 148 169 141 161 138 158 137 157 137 157 137 157 137 157 137 157 166 170 148 169 136 156 129 148 125 143 123 141 123 141 123 141 123 141 123 141 152 170 135 155 124 142 116 133 112 128 109 125 108 124 108 124 108 124 108 124 133 152 117 134 106 122 99 113 94 107 90 103 88 101 88 100 88 100 88 100 125 143 110 126 99 114 92 105 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 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 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� Width Horizontal Mull Opening Width 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. 01 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Rob3rt L Clark, P.E. PE 839712 Structural INDUSTRIES Rev B.. 5%30/06 OR NO CHG THIS SHT Rend By: F.K. 595/06 C—MARKED REVISIONS Drown By: P.J.P. 428/00 1 " HEAVY WALL, PRESSURE CHART 3 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Tttls ALUMINUM TUBE CLIPPED MULLION 50r100M.100 MULLS Swim NTS Sheet 6 N 7 Drawing No. 6221 Now D CHART 4. - lx4x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES CUP TO (2) A OPENING (4) B CLIP TO MULL & (5) B 50 60 70 80 90 1 (3) A (6) B (5) B (2) A (4) B (5) B (3) A (2) A (3) A (6) B (4) B (6) B (2) A (4) B (3) A (2) A (3) A (6) B (4) B (6) B 100 110 120 (2) A (3) A (2) A (3) A (2) A (4) B (6) B (4) B (6) B (4) B (3) A (6) B 130 (2) A (4) B 160 (3);A (2).A (6) B (4)B (3) A (6) 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 42 48 50.625 MULL LENGTH IN INCHES 54 60 63 66 72 76 78 84 90 96 108 111 144 170 170 170 170 170 170 170 170 170 170 170 154 144 140 128 112 92 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 154 170 170 170 170 169 143 170 170 170 170 162 136 170 170 170 (5) B 170 170 170 170 170 170 170 170 170 • (5) B (5)-B• 170 170 170 170 (5) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 158 170 157 170 157 170 1 157 170 157 170 131 170 128 170 127 170 127 170 127 170 159 170 144 170 133 170 126 170 170 170 150 170 135 170 125 170 117 166 121 170 117 169 116 112 156 108 150 106 134 170 120 165 110 148 103 136 170 125 160 112 140 102 126 95 116 98 127 94 120 91 90 108 86 102 83 166 145 115 98 116 105 89 81 165 116 144 105 112 88 95 79 165 144 111 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 73 73 69 69 66 66 62 62 112 95 95 82 82 74 74 67 67 62 62 58 58 54 54 52 52 48 48 92 78 78 67 67 60 60 54 54 50 50 47 47 44 44 42 42 38 38 64 59 27 64 54 54 47 47 42 42 37 37 32 32 30 30 28 28 25 25 59 50 50 43 43 38 38 34 34 31 31 29 29 27 27 26 26 23 23 27 22 22 19 19 17 17 15 15 Multiple Mulled Units Mu!! Length \Opening Width Vertical Mull Mu!! Length Opening Width Horizontal Mull Opening With � MW! Length —' 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 Pert E_ Clar!•., RE. PE. 0E1712 Structural FT INDUSTRIES WITH PGT INDUSTRIES PRODUCTS F K. 5%3O/06 i ON r c THIS SHI Revel By: F.K. 5%5/06 Revrotonen REVISIONS brown ey. P.J.P. 48/00 1" HEAVY WALL, PRESSURE CHART 4 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Tme: ALUMINUM TUBE CLIPPED MULLION Serm/modet MULLS Sea* NTS Shaeb 7 01 7 Drowhq No. 6221 Rev. D COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No .11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with 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'.tIER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 \ Clooi 1. G. L lotek Ishaq L Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 318" LAMI NOM. (.402°) CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18° HEAT STRENGTHENED GLASS. B. 318" LAMI NOM. (.402°) CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18° HEAT STRENGTHENED GLASS. C. 7/18" LAMI NOM. (.485") CONSISTING OF (1) LITE OF 3/18° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3118" HEAT STRENGTHENED GLASS . D. 7/18" LAMI NOM. (.485') 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 3118" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: IQ, XX )(ti,) OX, XXO Q , 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. 8. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO 1 tX I NON NOA: 04-0721.01, 03-0225.05, ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE Z SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR A EXT. -118" ANNEALED OR HEAT STRENGTHENED GLASS PVB INTERLAYER DUPONT BUTACITE OR 1/2" GLASS BTE SAFLEX/KEEPSAFE MAXIMUM INT. - 3/18" HEAT STRENGTHEND GLASS Road* .4 ,02 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR 1/2" GLASS BITE EXT. - 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM INT. - 3/18" HEAT STRENGTHEND GLASS —� .485 �- 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 Approved as complying wHh t� Florida &Whoa Code a7 NOAL+ 07— 0 4: Zrr". /U Miami Dade Prodod Control B1 I . (Gaya Ralatar RoosIBp F.K Router F.K Ode 8107 Sox 111$4/07 Iftibboc CLARIFY EXT. O F G L 6 9 B O V E R A L L THICKNESS AND G ASSBRE lisisbox A FJC Sew 9/77107 C mAldaF NM GRASS BIT FOAL 70 GLAZING 0ETA Ata74YASSE= ESC, REVS NOM 1, GLASS 01341 :&A ONOTE& ilk6121/07 107G7ECHNOl.OGYDRIVE NORMA R3427B P0. BQXTSB NORMA R 34274 PST Vvib/y Retttr NOTES AND GLAZING DETAILS rr ALUM. FRENCH DOOR & SIDE UTES, IMPACT RTI01 1x ®1 a 10 *Weans 11005-1 B r�✓ R L C14M. P.E. PE 619712 Structural TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: X, )0(, O, OX, XO, OXO, XXO, O)0X & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68 - 793/4" 7° - 83 3t4" 87 3/4" 91 3/4" 8 °- 953/4" 3° 37 1/2"I 60 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 SINGLE SIDE LITES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 381/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +68.6 -86.8 +83.1 -63.1 OWIDTH I 36 3/4" SINGLE SIDE LITES WITH GLASS TYPES B, C OR D +75.0 -75.0 +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 ® APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX& OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT 1S NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPES A, B, CORD HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7° - 83'3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 25 1/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 271/2" 51 3/4" +54,9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 28 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.8 +41.4 -41.4 +39.3 -39.3 28 331/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 351/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.8 3° 371/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE N"ABF a"" O WMDTH GLASS TYPES A, B, CORD 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 +81.9 -81.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 361/8" +35.2 -35.2 +35.2 -35.2 +35.2 -352 +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: N. GLASS TYPES: A. 3/8" U‘&11 (1/8" A, .090 PVB, 3/16' HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/18" LAMI (3/18" A, .090 PVB, 3/18° HS) D. 7/18' LAMI (3/18' HS, .090 PVB, 3/18' HS) ®2. 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 841/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. ®5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29° SIDE LITES DESIGN PRESSURE = +87.8 / -87.8 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 88° WIDE x 85° HIGH DOUBLE DOOR WITH 381/2" SIDE LITES DESIGN PRESSURE = +70.41 -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30° WIDE x 87 3/4" HIGH SINGLE DOOR WITH 28° SIDE LITES DESIGN PRESSURE _ +43.8 / -43.8 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 83 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE _ +43.1 / -43.1 PSF A8. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. Approved as emptying wRb tM Florida d a7 Dade NOAH �� 6TymS Dv& PFKIV O RMa"s Rs"d* FJC RmdBr FX Om BF FJC [Ids v&D7 Ibedorte B Dar VFW Doe 2/21101 a Otlr/Je JL REVISECITASIE OESIONPRESSIMESAND CAlrff'®NOAFRENff VERSION CORM TYPES MIAXSZES W7pAOTE911ADONO7E86a & REVISE NOTE 1 . 2 as ADO NOTARONS TO rAB E T AND 2 REDUCE WOG SZE DESIGN PR ANDAOIAL4T: ALL DPSFOR TABLES &%1/07 1070 TECHNOLOGY OWE NDxOABB, FL 34276 P.O. BONI= N019 FL SQ74 PIGT Vtrlbly Better DESIGN PRESSURES 1 ALUM. FRENCH DOOR & SIDE LITES, IMPACT FW01 a 11e lame 1x I 2 d 10 Dadval 11010.5'1 tern B max f ISEE NO 3-. 4 SEE NOTE 40X OR XO SEE NOTE 4 OXO SEE NOTE 4 X 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO', '0)C, '0X0'1(X0', '0)0C AND '0)0(0' CONFIGURATIONS. 4. FtEINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABIUTY SHEET 2). 5. CLEAR OPENING FOR IC AND IOC DOORS AS FOLLOWS: (')(' DOORS = WIDTH - 5.848) (IOC DOOR = DOOR WIDTHI2 -4.079) 38 314' 143 3/4° MAX. SEE NOTE 3 38 3/4° MAX. it 1 O � EF r M E / Er X 1 r 1 2 / / E{ O 1 SEE NOTE 4 OXO SEE NOTE 4 X 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO', '0)C, '0X0'1(X0', '0)0C AND '0)0(0' CONFIGURATIONS. 4. FtEINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABIUTY SHEET 2). 5. CLEAR OPENING FOR IC AND IOC DOORS AS FOLLOWS: (')(' DOORS = WIDTH - 5.848) (IOC DOOR = DOOR WIDTHI2 -4.079) 38 314' 143 3/4° MAX. SEE NOTE 3 38 3/4° MAX. SEE NOTE 4 f G G OXXO SEE NOTE 4 4' DOOR DLO HEIGHT = HEIGHT -11 3W A DLO WIDTH X' = DOOR WIDTH - 1215/18' DLO WIDTH 70C = DOOR WIDTH/2 -11 5118° SIDE LITE DLO HEIGHT = HEIGHT -11 318 A DLO WIDTH = WIDTH -3118' el.. w+v::: _wnd;iuU with the Ale.3tre f. iAe tat:_ r'!ilnx_ 0, DIs Oft 81!607 De4 MOP aft 2/22/07 8 CORRECT VERIRMLOLOANDFDRl8AA8 731/2"I- R.abr. ADD FGg8 DOD6L A Y DEADBOLT AND SPECIFY %. ACT. ANO 28 MGT. ` .L °8121/07 rom Pc�T t8Mt0A68,FL8YP6 F.0. B0?148a wow* FL 34274 Vllaibty Better ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT F0101 NTS 3 d 10 I � 11005-1 I B it 1 MA TY ► �E 1 O //� , / Er JC!NAM // lE \` t XACT / / E{ O 1 SEE NOTE 4 f G G OXXO SEE NOTE 4 4' DOOR DLO HEIGHT = HEIGHT -11 3W A DLO WIDTH X' = DOOR WIDTH - 1215/18' DLO WIDTH 70C = DOOR WIDTH/2 -11 5118° SIDE LITE DLO HEIGHT = HEIGHT -11 318 A DLO WIDTH = WIDTH -3118' el.. w+v::: _wnd;iuU with the Ale.3tre f. iAe tat:_ r'!ilnx_ 0, DIs Oft 81!607 De4 MOP aft 2/22/07 8 CORRECT VERIRMLOLOANDFDRl8AA8 731/2"I- R.abr. ADD FGg8 DOD6L A Y DEADBOLT AND SPECIFY %. ACT. ANO 28 MGT. ` .L °8121/07 rom Pc�T t8Mt0A68,FL8YP6 F.0. B0?148a wow* FL 34274 Vllaibty Better ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT F0101 NTS 3 d 10 I � 11005-1 I B INTERIOR MAX. DOOR HEIGHT 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 Approved as complying whh the Florida 8rndinCode Data 0e7 !B 7.00% NOA# 4)7-4:4 2V. .1 et Nand Dade Product Control By \GU49 I.y,y;4K -L ReemdBF Oelor finNkne Fdl Rendlat Dawn* FJC two BMW Oarctn stwoioar a awYas A NO CHANGE n59SrEEr. ffib WDOttBLEHOLLOW HEAD S I1ONArOOANSRA899BLr Oadod JJ. B21/07 !om7ECHNotooro>:WE NOKdK4FL94275 P.O. BQX ?MOMS, FL 94271 Etc" V ih1y Berra EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE UTES, IMPACT Sefaftelob Form 1/2x Mee 4 s 10 meaBN. 11005.1 (/d i� Robe t P.E. 12 Structural MAX. x WIDTH MAX... DLO r----MAX. SL WIDTH --- I 7C SECT. D -D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) MAX. DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY GI re -MAX. SL WIDTH ---+I INTERIOR EXTERIOR MAX DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) APPMVPd IS Florida &O complying with the Date GLT _I NOM M IMI Dade Product °stmt BS'. is K.s7 1. C44 4. Rotkow FX Road c FX Ode nets 814V7 RwdYmc Realms 0 A NO CHANGE MIS WEEK ADD'DDW4 BMX fLBt?TO . RIONSE1 "MOLE SIDE LE TO SECT. FF FJG Labr 1/71/07 dactal Oslx 811/07 1070 TECHNOLOGY DRIVE NOKOWS. FL 312M P.O. Box ISS NOKOMIS, Fl. X274 Pc-,T Visibly Berner VERTICAL SECTIONS 7aR ALUM. FRENCH DOOR & SIDE LITES, IMPACT dribs* FD101 1/2x Mot 5 d 10 Draft w 11005-1 ar■ B i' Robert L PE 039712 Structural ITEM DWG # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 20 21 22 23 24 25 PGT# 9439 60411 1010 60300 7070 67070K 955 7955X 938 7938X 956 7956A 7832X12FPXP 995 70995 996 70998 952A 6533018 11000 611000M 1670 671670 11004A 611004M 11001A 411001A 11002A 411002A 11003A 411003A 915D 60380 1010 60300 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- 32X.500 PH. FL. MS - S.S. W /SILICONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL TSLOT (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 0.850, 6061-T5 #8X1.500PHSQAT /S JAMB SCREW COVER CAP STRIKE PLATE INSERT 28 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 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X.625 PH. FL SMS 34 913A 80378M 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 68 X.75 PH. FL TEK 39 997 70997 GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) 40 1023 679243 WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL) 44 983B 6983 DOOR PANEL ASTRAGAL 1 ( OUTSWING) 45 984B 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 46 1213 6Q200K WSTP.,Q -LON .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634F #6 X.750 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE 51 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X.750 PH FL. SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL SMS ITEM DWG # POT# DESCRIPTION 80 920D 6920D SIDELTTE HEADER 61 62 921D 916B 6921 60381 SIDELTTE SILL SIDELTTE JAMB 63 1155 781PQA #8 X1.000 QUAD PN. SMS 64 998 7998 HEAD GASKETS (STOCKING #70995) 65 999 7999 SILL GASKETS (STOCKING #70999) 88 934A 61641M SIDELITE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 712653K SETTING BLOCK, 3/32" X 1/4" X 1" W/PSA 71 71267K SETTING BLOCK, 1/16" X1/2" X 1° W/PSA 72 4222A 64222 BEAD, 7/16" 73 98B 6988 BEAD, 3/8" 92 988 64986 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 96 GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/18" HS 97 GLASS, 7/16" LAMI - 3/18" A, .90 PVB, 3/16" HS 98 GLASS, 7/16" LAMI - 3116" HS, .90 PVB, 3/16" HS 102 11008A 141106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 103 OFF THE SHELF DEAD BOLT LOCK �-- 360 .055- -+-11+-7 13 OUTSWING THRESHOLD CHANNEL COVER 6063 -T6 �- 2.750 .860 --.4 .125J ZZ TUBE MULL 5063 -75 1.000 Approved as complying with the Florida ending Colo Date OCTIr'/J2e0'77 NOMO b7— o2Q• /A Mall Dade Product Control PAW PA ore Anlians Ads PX AsAArt E KO CHANGE MS SHEET. trmaep IMF NAPA= PJC &NN7 A Dam* IatF tlnre0ap FJL 211207 J.J. ADD Par lO3i SOUND 'OOICNVHPMB ONLY TO(TEtl41. 621/07 WOM TECHNOLOGY DRIVE FL3 ?8 P.O. BOX MS NOKOMIS, FL 34274 PG" T7Ldbd; B� cramp PARTS LIST ALUM. FRENCH DOOR & SIDE UTES, IMPACT astialabk &ft lasst 1/2x I 6 re 10 11006 -1 B L Clerk, FE PE W39712 Structural 4.628 4.000 1.750 --1 .062 1 DOOR PANEL TOP & BOTTOM RAIL 8083 -T5 4.726 4.100 31 1 1.272 3.000 —►{ OFRAME HEAD 8083 -T6 1.479 J 3.000 —.4 11 OUTSWING THRESHOLD 6083 -T6 �1.750� 1.750 4.726 4.100 DOOR PANEL SIDE 44 IDE RAIL 1.500 jj 125j1 Il `[ i1 .750 I TRUSS CLAMP 6083 -T5 4.675 DOOR PANEL INTERIOR ASTRAGAL 6083 -T5 4.675 r1.4801 1.480-►{ ODOOR PANEL EXTERIOR ASTRAGAL 6083 -T5 �-- 3.100 ---I 60 SL HEADER 6063-T8 72 7/16' GLAZING BEAD 6083 -T6 4.586 6.212 20 DOOR FRAME, JAMB 8083 -T8 1.578 .890 r 050 3.000 62 SL JAMB 6063 -T8 830 .060 2.980 SL JAMB 61 SL SILL 66 ADAPTER 6083-T6 8063 -T6 3.l WEATHER STRIP CHANNEL 6063-T5 HINGE 6063 -T5 0.375 .125 Approved as complying with the Florida Building Code Dale OCT 12,1=7 NOAO A7 -04 Z2'° Miami Dade Product Control By ISIAU 1 1. 6.114 Pi J. RandElp arOX 1 FJC FJC FJC Ostx f 607 61/470 BMShrs A 8 NO08414 E11a8 T.. ADO 'DOO/Y1OR&N10a GLASS BED DO L 10 /1913 30. 81, 44,46asP Date awaladrr J.J. Dm' W21/07 1070 IECHNOLOGY DRIVE WOW* F134270 P.O 8QX 1828 Mtn n 34274 Pc" EXTRUSION PROFILES 1 ALUM. FRENCH DOOR & SIDE LITES, IMPACT a.deese FO101 6.ra I cots! 1/2x I 7 d 10 cbriok. 11005 -1 Row B t' ' RL Clark P.E. PE a1J9712 Structural i W a N JAMB ZONE "A' HEAD f-ZONE "C"-t X [ JAMB ZONE A" JAMB ZONE °A' HEAD HEAD I ZONE "—t-Z NE "f [ JAMB ZONE "A" SILL --t ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD t"z �zo ZONE-1 [ OXO SILL , , SILL } ZONE�ZONE"F"�ZONE-t SEE TABLE 7., SHT. 9 NOTES: SILL SILL ZONE "D" ZONE "Er SEE TABLE 4., SHT. 9 _1 HEAD .ZONE hZONE "D "tZ NED'E"I O w 0 m JAMB ZONE "A" [ / XO OR 1 ♦ OX JAMB ZONE B" ZONE "E" T ZONE "D' t ZONE"E"_I SEE TABLE 5., SHT. 9 SEE TABLE 8., SHT. 9 HEAD ZONE "tZOE HEAD SILL SILL SILL ' ZONE "� ZONE "F"�ZONE� SEE TABLE 7., SHT. 9 t-Z ZONE ""F' I ZONHEAD E �Z � EXAMPLE - ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19° x 833/4" SIDE LITES "B' AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 314" x 83 3/4" )0( DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. [ A x X \ ♦ [ on 7 } JAMB ZONE B" } -JAMB 2 [ / \ AMB ZONE' <XXOORO)�> \ \ / SILL SILL SILL ' ZONE "� ZONE "F"�ZONE� SEE TABLE 7., SHT. 9 t-Z ZONE ""F' I ZONHEAD E �Z � EXAMPLE - ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19° x 833/4" SIDE LITES "B' AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 314" x 83 3/4" )0( DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. II II f ZO ZONE "P ZONE "F", ZO E� SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3141-1 UNIT, 71 3/4•W 00C 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 QUANTMES ARE BASED ON SPACING AS FOLLOWS (3' MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL) :131/4" MAX. FROM CORNERS AND 231/8° MAX. O.C. HEAD & SILL OF DOORS: 8" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 718" MAX. O.C. HEAD & SILL OF SIDE LITES: 8' MAX. FROM CORNERS AND 24 3/4' MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Appravwi ms centh(; ing with the norkia late OGT (rC Z00% NOM 07 -46Zri•( Miami Dade Product CCoonnttmmll Lk' Amstar Orr FX tee: FX Ore WNW Mit enw7 Rotas 8 Robkas A NO MANGE Mil 13MEET. CHANGE xO'OR VA' ANCHOR FROYL"TO IX ADDANtl10R n'PE9 TOSOLUTI N. F.K 2022107 Olathe Is J.J. 6321/07 1070 TEOPO .00YDRIVE NO110*63 FL 34275 P.a BgK1110 N01C01 IS, FL 56'274 Pic" v�Y BetDOr aw°e,7a ANCHORAGE, CONFIGURATIONS TDa ALUM. FRENCH DOOR & SIDE UTES, IMPACT FrH01 Soft NTS 8 8 10 DVAtatill 11005 -1 B X X L X X AX / 000 x X \ ♦ r. on 7 } JAMB ZONE B° - 1 -JAMB 2 [ < / 7 \ // 1 VVvvV rr r r II II f ZO ZONE "P ZONE "F", ZO E� SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3141-1 UNIT, 71 3/4•W 00C 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 QUANTMES ARE BASED ON SPACING AS FOLLOWS (3' MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL) :131/4" MAX. FROM CORNERS AND 231/8° MAX. O.C. HEAD & SILL OF DOORS: 8" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 718" MAX. O.C. HEAD & SILL OF SIDE LITES: 8' MAX. FROM CORNERS AND 24 3/4' MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Appravwi ms centh(; ing with the norkia late OGT (rC Z00% NOM 07 -46Zri•( Miami Dade Product CCoonnttmmll Lk' Amstar Orr FX tee: FX Ore WNW Mit enw7 Rotas 8 Robkas A NO MANGE Mil 13MEET. CHANGE xO'OR VA' ANCHOR FROYL"TO IX ADDANtl10R n'PE9 TOSOLUTI N. F.K 2022107 Olathe Is J.J. 6321/07 1070 TEOPO .00YDRIVE NO110*63 FL 34275 P.a BgK1110 N01C01 IS, FL 56'274 Pic" v�Y BetDOr aw°e,7a ANCHORAGE, CONFIGURATIONS TDa ALUM. FRENCH DOOR & SIDE UTES, IMPACT FrH01 Soft NTS 8 8 10 DVAtatill 11005 -1 B TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS A, B, C, CONC s X" - 25.50 TO 37.50 WIDTH x HL 25.50 x 79.75 83.75 87.75 91.76 95.75 27.50 x 79.75 83.75 87.75 91.75 95.75 29.50 x 79.75 83.76 87.75 91.75 95..75 31.60 x 79.75 83.75 87.75 91.75 95.75 33.50 x 79.75 83.75 87.75 91.75 95.75 35.50 x 79.76 83.75 87.75 91.75 95.75 37.50 x 79.75 83.75 87.75 91.75 95.75 x x XIX 5 2 7 4 b TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES A.13, C, D ANCHOR TYPE & SUBSTRATE DOOR WIDTHS %OC - 47.75 TO 71.76 2,3, WOOD 2, CONC LOADIl1NEs WDTH x HT. TABLE 5.0 SIDE LITE GLASS TYPES ANCHOR TYPE & SUBSTRATE WIDTHS "O "- 10.75 TO 38.75 6 2 7 4 5 2 7 4 5 2 7 4 8 2 7 4 5 2 7 4 5 2 7 4 5 2 7 4 6 2 7 4 8 2 7 4 5 2 8 4 5 2 8 4 6 2 8 4 8 2 8 4 8 2 8 4 5 2 8 4 6 2 8 4 8 2 8 4 8 2 8 4 7 2 10 4 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 5 3 3 5 5 5 3 5 5 5 5 8 3 8 4 3 3 8 3 8 4 3 5 8 3 8 4 3 5 7 3 10 4 3 5 7 3 10 4 3 5 8 3 8 4 3 5 8 3 8 4 3 5 6 3 8 4 3 6 7 3 10 4 3 5 7 3 10 4 3 5 8 3 8 4 3 5 8 3 8 4 3 5 7 3 10 4 3 5 7 3 10 4 3 5 7 3 10 4 3 5 47.75 x 79.75 83.75 87.75 91.76 95.75 51.75 x 79.75 83.75 87.75 91.75 95.75 55.75 x 79.75 83.75 87.75 91.75 95.75 59.76 x 79.75 83.75 87.75 91.75 95.76 63.75 x 79.75 83.75 87.75 91.75 95.75 87.75 x 79.75 83.75 87.75 91.75 95.75 71.76 x 79.76 83.75 87.75 91.75 95.75 4 5 5 5 5 5 5 5 5 6 5 5 3 8 4 2 3 3 3 3 4 7 4 2 3 4 7 4 2 3 3 3 3 4 7 4 3 6 6 6 5 5 6 8 8 5 6 6 8 7 6 6 6 7 7 6 6 6 7 7 4 7 4 2 3 3 3 5 4 8 4 3 5 5 8 4 2 3 3 6 6 5 8 4 3 5 5 8 4 2 3 5 5 6 10 4 3 5 5 8 4 3 5 6 5 5 6 10 4 3 5 5 5 6 10 4 3 6 A, B, C, D 2,3, WOOD 1,2, CONC LOAD ZONES TABLE 6. XO & OX TABLE 7. QX0, XXO, OXX & oxxo WIDTH x HL O O O 10.75 x 79.75 4 1 4 1 83.76 4 1 4 1 87.75 4 1 4 1 91.75 4 1 4 1 95.75 4 1 4 1 12.75 x 79.75 4 2 4 2 83.75 4 2 4 2 87.75 4 2 4 2 91.75 4 2 4 2 95.75 4 2 4 2 19.00 x 79.75 4 2 4 2 83.76 4 2 4 2 87.75 4 2 4 2 91.75 4 2 4 2 95.75 4 2 4 2 21.76 x 79.75 4 2 4 2 83.75 4 2 4 2 87.76 4 2 4 2 91.76 5 2 4 2 95.75 5 2 4 2 27.75 x 79.75 5 2 4 2 83.75 5 2 4 2 87.75 6 2 4 2 91.75 8 2 4 2 95.75 6 2 4 2 38.13 x 79.75 6 3 4 3 83.75 8 3 4 3 87.75 7 3 4 3 91.76 7 3 4 3 95.75 7 3 4 3 38.75 x 79.75 8 3 4 3 83.75 8 3 4 3 87.75 7 3 4 3 91.75 7 3 4 3 95.75 7 3 4 3 10.75 x 79.75 83.76 4 2 87.75 4 2 91.75 4 2 95.75422 12.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 19.00 x 79.75 4 3 83.75 4 3 87.75 4 3 91.75 4 3 95.75 4 3 21.75 x 79.75 4 3 83.75 4 3 87.75 4 3 91.75 5 3 96.75 6 3 27.75 x 79.75 5 3 83.75 5 3 87.75 5 3 91.75 6 3 95.75 8 3 38.13 x 79.75 8 4 83.75 8 4 87.75 7 5 91.75 7 5 95.75 7 5 38.75 x 79.75 B 4 83.75 8 4 87.75 7 5 91.75 7 5 95.75 7 5 4 2 8 s 5 4 t' m 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 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 2 12 t m ii W NCHOR FROM TABLE 3. AND SA m 10.76 x 79.75 83.75 87.75 91.75 95.75 12.75 x 79.75 83.76 87.75 91.75 95.75 19.00 x 79.75 83.76 87.75 4 2 4 2 4 2 4 2 4 22 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 8 5 Um d O pW 91.75 4 3 95.75\ 21.75 x 79.75 4 3 83.75 4 3 87.75 91.75 27.75 x 91.75 95.75 4 3 5 3 2 O 95.75, 6 3 e•5 79.75 83 76 5 3 5t42p 5 3 87.76 5 3 gi 36.13 x 79.76 83.75 87.76 91.75 95.75 38.75 x 79.75 83.75 87.75 91.75 95.75 6 3 8 3 8 4 6 4 7 6 7 5 7 6 8 4 6 4 7 5 7 5 7 5 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 0 W z a a APPROVED ANCHOR TYPES: 1.114" ELCO TAPCONS 2. 1/4" 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. ABroeve88mss�Iliowgm with the Dote OLT 4j 2097 �onrMmIDa Product Ctrol n7 t 54x5 1. 1Ee5 H .{" Awe* Reed Or FX ite FA: vete W ? &'1407 N"eve"r B wwwmr A NO CHANGE MX SHEET. raeep Ode FJC 20761 J.J. eX ' A L S O 9 T . CHANGE TABLE B. KEAOZO E V•7097'AN7OO =OM REFERENCE ADD 110 '117 TYPES Dar 8@1/07 1070 'TECHNOLOGY DRNE FL 54278 PA. BOX DM *3601121231274 1211E Visibly Better ANCHOR QUANTITY LOAD ZONE TABLES 7- ALUM FRENCH DOOR & SIDE LUTES, IMPACT &ale eat � mot NA 8 d 10 �11005-1 B 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" MIN. 1/4' MAX. SHIM WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 Err. ix WOOD BUCK. NOTE 2 1 318" TYPE 1 1 314" 'TYPE 2 1/4" MAX SHIM CONC. ANCHOR NOTE 1 DOOR HEAD (CONC) 1/4* MAX. SHIM 1/4" MAX. SHIM 1314' MIN. E.D. 1 1/4" TYPE 1 OR 2 (CMU) 13/8" TYPE 1 (CONC) 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 13/8" TYPE 1 (CONIC) 1 3/4" TYPE 2 (CONC) 13/4' = MIN. E.D. 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 1 3/4" 'TYPE 2 MI■11111 ,••) 3/4' MIN. E.D. 2X WOOD 1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) CONC. HO ANCR. 3/8' MIN. CONC. ANCHOR, NOTE 1 DOOR JAMB (WOOD) WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 3/4" MIN. E.D. WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 114" MAX. —4 SHIM 3/8" MIN. 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 114" SS4 CRETE-FLEX EMBEDDED 13/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4'. FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8' MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x W000 BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 304 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. CONC. ANCHOR, NOTE 1 NOTE 3 r-1/4° MAX 1 3/8" TYPE 1 1 3/4" TYPE 2 WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX SHIM 1 318" MIN. 3.4 KSI MIN. CONC. IN. E.D. 2X WOOD BUCK, NOTE 2 DOOR SILL (CONC) SIDE LITE SILL (WOOD) 3.4 KSI MIN. CONC. SIDE LITE SILL (CONC) Approved as tempt ;.at a int the Florida Bolding Code Date 11 CT te 200 NOAii Mud Dade Prodnd Control rylVecti (L Rood* FJC Ditie 818/07 fiedster 8 NO CHANGE 7711881dEET. Resew Dam* FJC Odd VI4/07 Ddr 2/22/07 Reddest A Cbitindlle J.J. SPEC. TYPE 1 £2a. CV CONC. DETAILS. SPEC. TYPE 2 418 ON WOOD DETALS. ADD ANCHOR TYPES T 0 NOTE 1. 6/21/07 D'm I 1070 TECHNOLOOY DRIVE NOKOMIS, R.34278 Ra spc nos 1O10:160S, FL 3e274 PG" ANCHORAGE DETAILS 176p ALUM. FRENCH DOOR & SIDE UTES, IMPACT Sidelblet D101 dee NTS Mid 10 10 &wren. 11005-1 B L Clark, P.E. PE #39712 Strudissl 1 V W NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO TAX FOLIO NO STATE OF FLORIDA: COUNTY OF MIAMI -DADE: STATE OF ELOR I HEREBY CEPir'F ,Jr4y i/1!rtein ! ![[!1! [1111111111 1111111111111111111 lilt 111 CF-r-,1 2010R0867944- OR Bk 27537 Ps 0053a (11's' RECORDED 19/29/2010 1 :23 :43 HARVEY R'LlVI.Nr CLERK OF COURT MIAMI—DADE COUNTY? FLORIDA. LAST PAGE JA, COUti T Y OF DADE • ihal This is . r y of the . A D THE UNDERSIGNED hereby gives notice that improvements will be madett ide tatE7leatt property, and in accordance with Chapter 713, Florida Statutes, the follovdiri erif6r1Yi i is provided in this Notice of Commencement. ,c. y� i ii Spe ab ve r erred for use of recording office ,Lg al scnption_of,,property and Str t/address: 75 NE � e 2. Descliption of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's Dzme, address and phone number 5. Surety: (PaymenZ bond required by owner from con ctor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: S"*- 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. �� Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Ow . Aut or z :h Office Prepared By i►1 r ri4� Print Name i '' •UttE Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this LC "'-day of �►"'�- • ) . Z ° f'0 By - ector/Partner /Man T- �� Prepared Print N mey �I Title /Office `M .� .. 1. 1 Individually, or as for ' ❑ Personally known, or ❑ produced the following type of identification' Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, 1 declare that I have read the foregoing and ' that the facts stated in it are true, to the best of my knowledge and belief. Signature " • 0 By 129.01-52 PAGES 9110 r� 1d IC, ►sect - Ta CO lie c . -, 126 X4 5 �I �S t) 1' 11-S\'' • � � - . S.,.I . c t Ve -. 91120 1 a" n . Ase, 'tt 6 b IQ VI er(s) o er(s)'s Authoriied -er/Director/Partner /Manager who tr�.Ppg� SYLVlA BA '�,.: Commission DD 687047 (pines August 8, 2011 dondedmoroy Rm immwo BmtF994 ma By