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WS-08-1589Project Address 408 GRAND CONC Miami Shores Village, FL 33138- Owner Information ANASTASIA ESPINOSA Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Contractor(s) HOME OWNER Phone Cell Phone Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $5.00 $110.00 $6.00 $2.75 $124.55 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Permit Permit NO. WS -7 -07 -1589 Permit Type: Windows /Shutters Work Classification: Door Replacement Permit Status: APPROVED Issue Date: 8/1/2007 Expiration: 01/28/2008 Parcel Number 1132060170090 Block: Lot: 408 GRAND CONCOURSE FL 33138- Phone Type of Work: FRENCH DOOR No of Openings: 1 Additional Info: IMPACT Classification: Residential Applicant ANASTASIA ESPINOSA (305)776 -2443 Valuation: Total Sq Feet: Cell $ 1,000.00 Available Inspections: 0 Inspection Type: 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. August 01, 2007 Date Wednesday, August 1, 2007 1 PERMIT #; MS -- N 59' ❑ Contractor Owner ❑ Architect • From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 fr.‘ RECEIPT DATE: PERMIT #; ❑ Contractor Owner Architect Picked up 2 sets of plans and (other) Address: < � v'rid 697(16 ,v From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue p miffing process. Acknowledged b PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT DATE: Date: wo • Miami Shores Village Building Department C7 10050 N.E. 2nd Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305 -756 -8972 Permit No: RC- 07, /k Job Name: Page 1 of 1 Building Critique Sheet Provide Design Pressures for all openings to receive new windows /doors Pressures can be obtained from the 2004 FBC Tables 1609.6.2.1(2) & 1609.6.2.1(4) or by a signed and sealed Wind Load Chart prepared by a Professional Engineer or Registered Architect. %c /•O Gvin ie//soot.) cAoarZ7 4J re 0 Aviv aZO to f ` /tea g t ‘2.,20J \/ rA yyr�w /, 4491. laudio Grande f 0 -T./1115 �`�' S it �/L 6 �f��0 305- 795 -2204 /2 4 S WD. 07° d Air; D, C i S � ,yi s 0 7 . C9679. /0 . aJAic mAiLe • -/` 44& eA166 M -7'43 ice- 7 -O 2 01.4-€.€ ci reef' '-��v C-4(.4-t-W2,) Date: /V-2eice h 7 2-Of Miami Shores Village Building Department Building Critique Sheet Provide Design Pressures for all openings to receive new windows /doors Pressures can be obtained from the 2004 FBC Tables 1609.6.2.1(2) & 1609.6.2.1(4) or by a signed and sealed Wind Load Chart prepared by a Professional Engineer or Registered Architect. l•t.> cA, Gds .a-,erso c� e.27' GcJ` 4' D t v � dog l �4) ' S o 2 s � ia0 /zair . Q laudio /o O � ,` J , /, &e2 s c en �® 305 -795 -2204 /24S ,W0. ®7-- 8/ S D? CA s 43 wo • 07- C 6 7 9. 10 p tC`2 D .c1 -2 !S it-ite Cr. ? 10050 N.E. 2 " Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- a 7— l n9 Job Name: v/n Page 1 of 1 • Date Friday, August 3, 2007 08/03/2007 Credit Card Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS -7 -07 -1589 Invoice Number: WS -7 -07 -29314 Applicant: ANASTASIA ESPINOSA Company Name: Owner Address: 408 GRAND CONCOURSE , FL 33138- Job Address: 408 GRAND CONC Miami Shores Village, FL 33138- Payment Type Check Number Amount $124.55 Change $0.00 Total Payment: $124.55 Page 1 of 1 Primary Zone: 1200 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/3 Floors: 1 Living Units: 1 Adj Sq Footage: 2,593 Lot Size: 13,403 SQ FT Year Built: 1945 MIAMI SHORES SEC 4 AMD PB 15 -14 LOT 13 & Legal 14 BLK 96 LOT SIZE Description: 103.100 X 130 OR 16498 -2884 0894 1 OR 16498 -2884 0894 00 Folio No.: 113206 -17 12.90 Property: 9923 NE 4 AVE RD Mailing ARNOLD MARKOWITZ &W Address: BEVERLY W $256,068 9923 NE 4 AVE RD MIAMI $667,365 SHORES FL Assessed Value: 33138 -2439 Year: 2008 2007 Land Value: $411,297 $432,999 Building Value: $256,068 $256,068 Market Value: $667,365 $689,067 Assessed Value: $167,002 $162,138 Year: 2008 2007 Homestead: $25,000 $25,000 2nd Homestead: YES NO Miami -Dade My Home My Home Show Me: Property Information Search By: Select Item Text only Prope€ty Appra €ser Tax Estimator Portability S.O.H. Calculator Summary Details: Property Information: Sale Information: Sale O /R: Sale Date: Sale Amount: 16498 -2884 8/1994 $155,000 Assessment Information: Exemption Information: Taxable Value Information: Year: Taxing Authority: Regional: County: City: 2008 Applied Exemption/ Taxable Value: $50,000/ $117,002 $50,000/ $117,002 $50,000/ $117,002 2007 Applied Exemption/ Taxable Value: $25,000/ $137,138 $25,000/ $137,138 $25,000/ $137,138 School Board: $25,000/ $25,000/ $147 nn7 ei a7t�A ACTIVE TOOL: SELECT Digital Orthophotography - 2007 MyHome I Property Information I Property Taxes I My Neighborhood 1 Property Appraiser Home' Usinq Our Site 1 About 'Phone Directory 1 Privacy 1 Disclaimer http: / /gisims2. miamidade .gov /myhome /propmap.asp If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. 0 117 ft Property Boundary Page 1 of 2 Legend Selected Property Street Highway Miami -Dade County Water 7/7/2009 • Date Company Address window window door door •• ••• • • • • • • • • 1CAWind Version 2.0.2.7 per ASCE 7 -05 Developed by MECA Enterprises, Inc. Copyright 2009 www.mecaenterprises.com : 6/24/2009 Name : 408 Grand Concourse City Customer Name State : FLORIDA Proj Location File Location: C: \Program Files \NECAWind \Default.wnd Basic Wind Speed(V) _ Structural Category = Natural Frequency Importance Factor Alpha = At Am = Cc = Epsilon = Slope of Roof = Ht: Mean Roof Ht = RHt: Ridge Ht = OH: Roof Overhang at Eave= 2 Bldg Length Along Ridge = Main Wind Force Resisting System(MWFRS) Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg -GCpi - 0.18 Enclosed Bldg -GCpi = -0.18 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 5 ft Description Width Span Area Zone Max Min Max P ft ft ft 4 2 GCp GCp pet • • • • • • • • • 900 • • • • • 9 • • • ••• • 00 • • • 60 00 1.00 10.00 1.00 10.00 1.00 19.00 1.00 19.00 User Input 146.00 mph III NIA 1.15 9.50 0.11 0.15 0.20 0.20 4.44 : 12 50.00 ft 55.00 ft 2.00 ft 50.00 ft 33.33 4 33.33 5 120.33 4 120.33 5 Project No. . Designed By Description Data: Structure Type Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area Bldg Width Across Ridge= 50.00 ft 0.908 -1.008 0.908 -1.215 0.809 -0.909 0.809 -1.018 68.621 68.621 62.409 62.409 , r A. � ., �� • , Y i'� JUN . k 42009 uc.r1 = Building = C = No = 0.85 = 900.00 ft • 1.00 • 0.65 • 500.00 ft • 15.00 ft = 20.32 Deg = Gabled 45.00 ft = 2879.00 ft^ Min P psf - 74.930 - 88.031 - 68.718 - 75.608 . • • • .. . •• •• • 22 21 23 24 17 16 Second Floor 408 Grand Concourse 15 ..•• • • • • • • •• • • •• • • • • •••• • • • • •••• • • • • • • .• • • • • • ▪ •••• • • • • • • • • • • • • •• • •• • • ••• • ••• • • • •• • • • • •••• • • • 4 -5 -6 •. • _. • 4 • 15' 7 -8 • 7' • 10 11 • 4 80' 1 First Floor 408 Grand Concourse 25' 15' 10' 14 13 60' • • Open' *g •. Desgrign of Zone Product Acceptance Product Approval Opening Rough Opening Shutter Required Impact ID•••. • Windo•'Dior/Mullian Number Design Pressure Design Pressure Size Y/N Y/N ' • • ( +) PSF ( -) PS) ( +) PSF ( -) PS) 'First If4or 1' • • taserileat • • 4 08- 0117.11 75.00/75.00 59.53/ -64.58 37x50 5/8 N Y 2...:Casement • 4 08- 0117.11 75.00/75.00 59.53/ -64.58 37x50 5/8 N Y 3 French Door 4 08- 0507.10 80.00/80.00 57.05/ -74.74 36x80 N Y 4 -5 Casement 4 08- 0117.11 75.00/75.00 59.53/ -64.58 37x63 N Y 6 Mull Bar 4 06- 012.06 170/170 170/170 13x74 N Y 7 Casement 4 08- 0117.11 75.00/75.00 59.53/ -64.58 74x63 N Y 8 Mull Bar 4 06- 012.06 170/170 170/170 13x74 N Y 9 Horizontal Roller 4 . 07- 0815.09 75.00/75.00 59.53/ -64.58 111x63 N Y 10 Sliding Door 4 02- 1216.02 100.00/100.00 59.53/ -64.58 148x80 N Y 1 French Door 4 07- 0629.10 75.00/75.00 54.24/59.08 36x80 N Y 4 Casement 4 08- 0117.11 75.00/75.00 59.53/ -64.58 37x50 5/8 N Y 12 Horizontal Roller 4 - 07- 0815.09 75.00/75.00 59.53/ -64.58 111x63 N Y 13 Casement 4 08- 0117.11 75.00/75.00 59.53/ -64.58 37x50 5/8 N Y 14 Casement 4 08- 0117.11 75.00/75.00 59.53/ -64.58 37x50 5/8 N Y Second Floor 4 15 Casement 4 08- 0117.11 75.00/75.00 59.53/ -64.58 37x50 5/8 N Y 16 -19 Casement 4 08- 0117.11 75.00/75.00 59.53/ -64.58 19x38 -3/8 N Y 20 French Door 4 07- 0629.10 75.00/75.00 57.05/ -62.09 36x80 N Y 21 Casement 4 08- 0117.11 75.00/75.00 59.53/ -64.58 19x63 N Y 22 Casement 4 08- 0117.11 80.00/80.00 59.53/ -64.58 19x63 N Y 23 Casement 4 08- 0117.11 80.00/80.00 59.53/ -64.58 19x63 N Y 23 Casement 4 08- 0117.11 80.00/80.00 59.53/ -64.58 19x63 N Y 25 Casement 4 08- 0117.11 75.00/75.00 59.53/ -64.58 37x50 5/8 N Y 26 Casement 4 08- 0117.11 75.00/75.00 59.53/ -64.58 37x50 5/8 N Y • • • • • • • • address: 408 Grrirkf t+oncourse, Miami Shores, FL 33138 • • • •'"• • • • • • • • • • •• { riami Mores Building•Department 'P rod4ptRtpjroval 9checiule / Comparison Chart • {Permit No. { •••• • • • • { MIAMI. COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eurotech Industries, Inc. 250 NE 32 Street Fort Lauderdale, FL 33334 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: Aluminum Outswing Entrance Door -LMI APPROVAL DOCUMENT: Drawing No. W04 -01, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on Apr 28, 2008, prepared by AL- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, 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 and Small Missile Impact Limitations; 1. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. 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 bee 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 reuieion•or change in•4le materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endersen it of any • product, for sales. advertising or any other purposes shall automatically terminate this NOA„FaIltttp to cddiplf . • 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, Fl0 1 and foltgt✓a•by the expiration date may be displayed in advertising literature. If any portion of the NOA is 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 ifs distribdbts' t and shall be available for inspection at the job site at the request of the Building Official. • • • •••••••• This NQA•ret�t$ s�VC0A.Np. p6s1Qf?.06 consists of this page 1 and evidence pages E -1, as well as approval documetr me ryrprc't 44. :44 • • The sub rnttt.eaoctuytenlaf oil v+as•te,'iewed by Ishaq I. Chanda, P.E. (el • • ••• • • • ••• • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • •• • • •• • • 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.buildingeodeonline.com NOA No 08- 0507.10 Expiration Date: June 10, 2009 Approval Date: July 03, 2008 Page 1 Eurotech Industries, Inc. A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -01, titled "Aluminum Outswing Entrance Door ", sheets 1 through 5 of 5, dated 01/15/04 and last revised on Apr 28, 2008, prepared by AL- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08 -2021, 08 -2022, 08 -2023 and 08 -2024, all dated 03/15/08, signed and sealed by Candido Font, 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 03 -1882, 08 -1889, 08 -18890 and 08 -2024, dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz -Seda, P.E. (transferred from file # 06- 1019.06) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETT- 04 -T100, dtd 01/29/04, tested per ASTM E8 -01, signed & sealed by Rafael E. Droz -Seda, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Al- Farooq Corp., dated 04/28/08, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Complies with ASTM E1300 -98 & -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours for "SentryG 01/14/2012. •• 2. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" far. Butacite 0 PVB" dated 02/15/01, expiring on 12/11/10. ..•• • • . • • .. • F. STATEMENTS •••• • • • 1. Statement letter of conformance & no financial interest, dated April 15, 2008, sfg4lea'aiid sea:id:Dia. Humayoun Farooq, P.E. "' 2. Statement letter of lab compliance, part of above test reports. G. OTHER 1. This revises NOA # 06- 1019.06, expiring June 10, 2009. 2. •. Test proposal # 07. . »approved by BCCO. ) t • •• : : • • yCta'� L1A s rt • • • • • • •• ••• •• • • • •• •. • •.. • • • • • • • •• • • • • • • • • • . • • • • • • • • • • • • • • • ..• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • • • • • • • • • • • • •. • • • • • • • • • •• • • E -1 •.••• lasPlus ", expiring on • • ••• • • - • • • • "DuPolit • • • • • • • • •• • • •... • • .• •• • • • • .. • Ishaq I. Chanda, P.E. Product Control Examiner NOA No 08- 0507.10 Expiration Date: June 10, 2009 Approval Date: July 03, 2008 • • • • • • •• • • • Ij I I SEE II FOR ji RAT li = DOOR HINGES SEE SHEET 2 FOR QUANTRTIES & CAPACITY 5' MAX. HEAD /SILL CORNERS .ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES USING MWMI -DADE COUNTY APPROVED MUWONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MLAMI -DARE COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDELTTE OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. -4 4 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEY092D WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN Of ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED 70 STEEL/METAL SCREWS, THAT COME INTO CONTACT MTH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 42' FRAME WIDTH 13' MAX. HEAD /SILL / / 1I( / Ac LEAF I I I /qI \ II y it \\ 31 we D.L OPG. 39 1/8' LEAF WIDTH SURFACE APPLIED - FALSE MUNTINS MAY BE USED •ig (2) AWL- ANCHORS AT 3' 0.0. AT MTG. STILE ENDS. REQ. FOR WOOD OR WOOD BUCK INSTALLATIONS ONLY i ODOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY E } , SEE SEPARATE NOA FOR =ELITE RATING AND DETAILS MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ELEVATIONS • • • • • • • •• •• • • • • • • • • • • • • • • • • • : • • • • ••• • • • • • • • • • • • • • • ••• • • • • • ••• • • •: ••=544'• C • • • • FRAME•NIDM • • • • •• • • • • • • • 29 D.L. OPG. 36 3/8' LEAF WIDTH THESE DOORS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. • • • • • • • • • • • • • • • _ 29' D.L OPG. 38 3/6' LEAF WIDTH APR 8 ZO118 5' MAX. HEAD /SILL CORNERS n PRODDETRENswED • • • • 19 / b7•!O k4 4,14 • DM*. • • • •• • • • • • •• • Dom* • •••• • • 0 • 2 M W _ E z 5 a aREO $• S . m 6 •• • • • • • • • • • •• • • .• • • r OR S RUCIURE9 FARE • • • • • 100 a t S CAN. 3930 • �---� • • • y • • • •••• S t•,111•• . - ••• • I� �.Z...., . •••• drawing•0 •• : ...II/0/04101 • • • • • (meet 1 a1 51 tree 1. — - — +( / h• • i • ii i i u n II II T u n R•••• I■ •••!, Q u 11 ./ �� L. • • • \•as •• l IN IN- 4NE \\ LF \ II ____iC_Z__ 11 / / / / I Y / II / 11 / / a > xvn .Z I. I I _ ...I I —I 1 I I 4 .B /£ 46 '9do 'PO 1 , 1 1 Ij I I SEE II FOR ji RAT li = DOOR HINGES SEE SHEET 2 FOR QUANTRTIES & CAPACITY 5' MAX. HEAD /SILL CORNERS .ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES USING MWMI -DADE COUNTY APPROVED MUWONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MLAMI -DARE COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDELTTE OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. -4 4 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEY092D WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN Of ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED 70 STEEL/METAL SCREWS, THAT COME INTO CONTACT MTH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 42' FRAME WIDTH 13' MAX. HEAD /SILL / / 1I( / Ac LEAF I I I /qI \ II y it \\ 31 we D.L OPG. 39 1/8' LEAF WIDTH SURFACE APPLIED - FALSE MUNTINS MAY BE USED •ig (2) AWL- ANCHORS AT 3' 0.0. AT MTG. STILE ENDS. REQ. FOR WOOD OR WOOD BUCK INSTALLATIONS ONLY i ODOR HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY E } , SEE SEPARATE NOA FOR =ELITE RATING AND DETAILS MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ELEVATIONS • • • • • • • •• •• • • • • • • • • • • • • • • • • • : • • • • ••• • • • • • • • • • • • • • • ••• • • • • • ••• • • •: ••=544'• C • • • • FRAME•NIDM • • • • •• • • • • • • • 29 D.L. OPG. 36 3/8' LEAF WIDTH THESE DOORS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. • • • • • • • • • • • • • • • _ 29' D.L OPG. 38 3/6' LEAF WIDTH APR 8 ZO118 5' MAX. HEAD /SILL CORNERS n PRODDETRENswED • • • • 19 / b7•!O k4 4,14 • DM*. • • • •• • • • • • •• • Dom* • •••• • • 0 • 2 M W _ E z 5 a aREO $• S . m 6 •• • • • • • • • • • •• • • .• • • r OR S RUCIURE9 FARE • • • • • 100 a t S CAN. 3930 • �---� • • • y • • • •••• S t•,111•• . - ••• • I� �.Z...., . •••• drawing•0 •• : ...II/0/04101 • • • • • (meet 1 a1 51 rrow 8 PARE 8 READ. DESCRIPTION MATERIAL MANY./ INT. (-) Maga . % EQD. Ng • • • 086$ - i6 - 2 E012 15 RE% 0006 LFM • • • • 8069-T8 - 3 4 V31580 • 1/ LEAF D4bR BASE • • 85.0 3/0 VZt1 • 1/ DOOR hog SI.• • 8086 - 18 - 5 - 1/ DOOR SILL BASE 8083-T8 - 8 VZ -1481 AS MOD. ASTRAGAL. SIRE 6083 -T8 - 7 6 V2 - 1535 4/ LEAF GLAZING 65.00 8083 -18 - 2801 •• AStag '-" • f•• • Oar tag ••• ••" • i • • • •• • - ALIL*INUM - - MONTICELLO 8 - •_"• • 10 1001/50 •/ ODRNIR 410 R Ms • 11 00800X • 4/•LEAH• e '"'iY"' • • ... 4 ,LUAIdUM BE6EE 12 810 X 3/8' • 4/ HINGE HINGE INSTNIATKIN SCREWS - PH MACHINE SCREWS 13 - AS R£00. BULB Wb1 0 - - 14 810 ■ 2' AS RE00. ASSEMBLY SCREWS - HH SELF DRILLING 15 812 X 1 -1/4 - FRAME ASSEMBLY SCREWS - SINS 18 - - - - - DESIGN LOAD CAPACITY - PSF SINGLE (x) DOORS DOOR SIZE GLASS -TYPE 'A' WROTH HEIGHT EXT. ( +) INT. (-) 2/8 75.0 85.0 3/0 8/8 75.0 89.0 3/6 78.0 85.0 2/8 7/0 75.0 85.0 3/0 7/0 75.0 65.0 3/6 8/1 75.0 85.0 2/6 INSTALLATIONS WHERE WATER INFILTRATION 75.0 85.0 3/0 8/0 15.0 89.0 3/8 78.0 85.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'B' WIDTH HEIGHT EXT. ( +) TNT. ( -) 2/6 100.0 140,0 3/0 6/8 100.0 140.0 3/3 100.0 140.0 2/8 7/0 100.0 140.0 3/0 7/0 100.0 140.0 3/3 8/1 100.0 140.0 2/8 INSTALLATIONS WHERE WATER INFILTRATION 100.0 140.0 3/0 9/0 100.0 140.0 3/3 100.0 140.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE G REQUIRED. DESIGN LOAD CAPACITY - P51 DOUBLE (XX) DOORS DOOR SIZE GLASS TYPE 'A' OR 'B' WIDTH HEIGHT EXT. ( +) INT. (-) 5/0 75.0 75.0 6/4 8/8 75.0 75.0 5/0 75.0 75.0 6/4 7/0 75.0 75.0 5/0 75.0 75.0 8/4 8/1 75.0 75.0 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESSTANCE IS NOT REQUIRED. LDDT EXTERIOR( +) LOADS TO 46 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RISISOWOE IS REQUIRED. LOCKS SINGLE DOORS; 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 38' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR STRIKE PLATE 1 -1/4" X 1/4" X 18 -1/4' LONG ATTACHED WITH (2) 88 X 3/4' SINS HINGES SINGLE DOORS; TWO- HARDEO COMB RING EXTRUDED ALUMINUM BRIDGE 2 BY 'BESSE' (5) PER LEAF AT 8', 12', 35'. 83 -1/2 AND 92 -1/2 FROM TOP OF 0008 1 LOCKS SINGLE DOORS; MANUALLY OPERATED CONCEALED FLUSH 601.75 AT TOP AAD BOTTOM OF ACTIVE LEAF PART 802161 ATTACHED WITH (4) 810 X 1 -1/2' SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK SIDLE 38' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1 -1/4' X 1/4 X 16 -1/4' LONG ATTACHED VRTH (2) 88 X 3/4' SMS 'URGES SINGLE DOORS' TWO - HANDED COMB RING EXTRUDED ALUMINUM BRIDGE 2 BY GJIESSE' (7) PER LEAF AT 7/0 AND 8/0 000RS AT 3', 9' AND 28 -3/6" FROM TOP AND 801TOA/, ONE AT MIDSPAN ) A 3', 9' AND28 -3/ � AT M TOP AND BOTTOM JACKS DOUBLE DOORS; ACDVF LFAF; MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 802181 ATTACHED WITH (4) 18 X 1 -1/2 EMS. 3 POINT LEI SYSTEM AT ACTIVE LOCK OSLO 38' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTOBOR. 1NAIT1VF LEAF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PART 802188 ATTACHED WI1H (4) 18 X 1 -1/2 SINS HINGES DOUBLE DOORS' WW-HANDED COMB HMO EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6', 12', 35 ", 83 -1/2 A740 02 -1/2' FROM TOP OF DOOR NOTE TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS O HURRICANE WARNING. • • ••• •• •• • • • • . • • • • • • • • • •. • 3/18' HEAT STREN'D GLASS .090' INTERLAYEH BLTACITE RS BY 'DUPONT' 3/18" HEAT STREN'D GLASS • • • • •• • • •• •• • • • • • • • • •• • • • • • • • • • • • • • • •• 3/18' HEAT STREN'D CUSS .100' INTERLAYER SENIRYC1ASS PLUS BY 'DUPONT' 3/18' HEAT STREN'D GLASS GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS Pre lsct FLA PE 18587 C AN • • • 7 • • • • • APR 2 8 2008 • • • • • •• • •• SOICONE GE p.GL�A2E TI •• • • •• ••• • • NOTE: • PRSDUCF straw= GLASS CAPACITIES ON THIS SHEET ARE C wawa** with do BASED ON ASTM El 300 pt, b! % SEC. %AV • Fasynoote Na 0$ 17 .07• / •••• •••• aspicadoo 9 G. . L144..f.. • • •• • • • • •• • •••• • •••• 1 O X11 • • .01 •••• 1 drawing ••o• (sheet 2oM 5 • • • • •• • •• • • • • • • • • •• • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ACCESS HOLES WITH PLUGS (4) t12 X 1 SMS AT 2 0.C. MAX. AT CENTER OF 51L1 REOD. AT DOUBLE (XX) DOORS ONLY a a 4 I FOR TR50 NOA RATING AND i DETAILS II 11 ii I , I' 1 v TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • • • .• • •• •• • • • • • • • • • • • • • • • • ••. • • • • • • • .• . •. • . .. • • • • • • • • • ,t� • • • �; • • • • • • Fop S S MJCTURE • ••• •• • • • • • V • • • • •• N• • • • 1l • • • .•• • •. • • • • • • • • • • .. WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYfItM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING © 1/4° TAPCONS BY 'ELCO' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 - 1/2° MIN. PENETRATION INTO WOOD -\_ THRU 1BY BUCKS INTO CONC. OR MASONRY M IAMI - DAOE COUNTY 1 - 1/4 ° MIN. EMBED INTO CONC. OR MASONRY SEE SE�PARAT DIRECTLY INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY 1/4° PIA. TElcS /DRIL - FLFX SELF DRILLING SCRFWS (GRADF 5) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy ® 36 K5! MIN.) ALUMINUM : 1/8° THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES: •••• • i [ INTO CONCRETE AND MASONRY ® 2° MIN. • •••• 18 X 1 /2' sus INTO WOOD STRUCTURE = 1" MIN. •..• i ••• 0 FROM ENDS INTO METAL STRUCTURE = 3/4° MIN. • AND 10' O.C. MAX. • SEALANTS: ALL FRAME AND LEAF CORNERS AND %/OtliS WITH • • • • ADSEL OR TEKNA 50729 SEALANTS. • • • Engr: 6R. CAN.SH1 I 51:37 P aNk 2 8 ?O9 • • •••• •... ;, . • . AR000 12DSa� •••..I •e /rr 'gyp • • • _ ___ with AITi•T ••• • • • • •• • • • • • • •• • timu z 1 sheet 3 of 5 • • • • • • •• • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4° MAX.'. MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA EXTERIOR D.L OPO. SINGLE DOOR ACTIVE J.TtAF (2) 2 3/4' EXTERIOR D.L OPG. 1/4 MAX. SHIM SPACE DOUBLE DOOR TYPICAL ANCHORS SEE ELEV. FOR SPACING •• • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• •• 1/4• MAt. • D.L.o t21#8 x 3/4 LEAF WIDTH 1/4 MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING • ••• • • • • • • • • drawing •Ab! W04 -01 (sheet 4of 5 ) 1.615 3.673 3.937 .070 DOOR FRAME U ' .02< 2.047 DOOR LEAF 1.772 - 1 DOOR BASE BOARD o FRAME SILL 3.937 1.417 1.764 1.016 r 2.000-1 SILL. BASE 1.201 GLAZING BEAD LEAF CORNER$ • • .•• • • • ..• •. •• • • • • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • FRAME TOP CORNER FRAME BOTTOM CORNER •••• • • • ••• • ef t* RENEWS • compying with the Florid* Sr n NIM • Wntr•' . •••• 2 `` 8 P a all � il/ 01110 4 0 a sheet 5 of 5 •• • • •• • •• • • • • .• • • •. DR. s1R uRe3 •• •• • •• b • •• iU: PE ,8957 • • o • • • • • • • • • •••• r — • • ■ • •• • • • • • drow1ng:so••• • • • • W04 01 APR P 8 AIOI? •••• • MIAMI -D1QDE 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, Fiord„ and followed by the expiration date may be displayed in advertising literature. If any .portipn of ti MA 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 manuffietiper or its • • btd4rs an$ 4 1)3e:warable for inspection at the job site at the request of the BMW Official. • This NO1 se'wses SCCANO..06- 0405.16 and consists of this page 1 and evidence page' J -i nd E.2, well asappsoaa.l document mentioned above. •••••• • • •. The submitted documentation was reviewed by Manuel Perez, P.E. • • • • • • • .• •. • • • • t �r • • • • • • ito No 07013.09 • • N • • • Expiration Date: Iiecembei' ;1„2,11 • • ▪ ��r�'1`� ... • Approval Bile Sammy a 7 ••• • • • • • • • • • • • • • • • • • •• •• • • ••• • • • • • • • • • • • • • •• • MIANII -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.mianuidade.gov/bwidiaecode • Pgc • • • • • • • • • • • • • PGT Industries, Inc. 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. VFL -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 24113.2.1, 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) • • • • • • • • • • • .• •• • • • •• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -1 •.• • • • • • •••• • • • • •• • •.• • • • .. • • • • • • • • • • .. [ • •. • • • 'Manuel Per: • Pr'Ua '. • NOA No p"14)09 Expiration nate:. becembet'21,'2011 • • Approval late: "anuat8 • • .. • PGT Industries, Inc. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21/2011. .. ... • • • • • 00 • • • • • • • • • .• ••• .. • • • •. O 00 • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• O 00 • • • 410111 • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •. •• • • • • •••• • • • •• • • •••• • • 0000 / • .•• • •• .. • •• • •• • • • • •• • • • • • • • • • • • • • Manuel Pd►1 (Control a : : • , • N OA No�/ • - 11515.09 Expiration l }ate;'Ilecembef2l'2011 • • • • PGT Industries, Inc. .. • • • • • • • • ... • .. .. • • • .. •••• • • • • • . .. • .. .. NOTICE OF ACCEPTANCE! EVIDENCE SUBMITTED . . • • • • • ... .. • • • • • • .. • • • .. ... .. .. • • • • • . .... .. .. • • • • • • • • • • • •• • • • • •••• • • • • • • • • • • • • • • • • . . . . . . • • • •••• • • . . • • • • • • • • • • • • • ... • • • • • • .. • .. . • • .. • • • .... • • • • • • • • • • • ••• • • • • .. • • • • • • . . • .. .. • • . .. .. • • 0 •.. • • • ... •••• • • • • • •• • • •• • • • • • •••• • • • • •••• • • • • • • • • • l• • •• • • • • • • • •• • • •••• •••• • • • • • • •••• •••• • • • • •• • • • • • ••• • •• • • • • •••• • • • • •••• • • ••• • • • • • • • • • • • •• ••• •• • • • • •• ••• • • • • • • • • • • •• • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• 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) UTES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5,16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/9° 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. 7/18° LAMI CONSISTING OF (2) UTES OF 3118° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 7f16° LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16 HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7116" LAMI CONSISTING OF (2) UTES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16° LAMI 10: (1) LITE OF 1/8' OR 3/16' ANNEALED (MIN.) GLASS, 5/16' OR 3/8" AIR SPACE AND 5/16' LAMI CONSISTING OF (2) UTES OF 1/8° ANNEALED GLASS WITH A 090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • • • • • • • • •• •• • • H. 13/16' LAMI IG: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 5/16' OR 3/8" AIR SPACE AND 5/18° LAMI CONSISTING OF (1) LUTE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1 /8 HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SP.FLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 1.13/16° LAMI 10: (1) LITE OF 1/8° OR 3/16 ANNEALED (MIN.) GLASS, 5/16" OR 3/8° AIR SPACE AND 5/16° LAMI CONSISTING OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13/18' LAMI 10: (1) LITE OF 118° OR 3/18° ANNEALED (MIN.) GLASS, 3/18" OR 1/4° AIR SPACE AND 7116° LAMI CONSISTING OF (2) LRES OF 3/18' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/18° LAMI 10: (1) LITE OF 1/8" OR 3/18° ANNEALED (MIN.) GLASS, 3116 OR 1/4" AIR SPACE AND 716' LAMI CONSISTING OF (1) UTE OF 3/16° ANNEALED GLASS AND (1) LRE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16° LAMI 10: (1) LITE OF 1/8 OR 3/18" ANNEALED (MIN.) GLASS, 3/18" 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: O_,X X0, )101 ,4 DESIGN PRESSURES: (SEE TABLES, SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 04-0721.01, 03. 0225.05 • • • ANSUAF&PA NOS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL TFR_S$.,FPRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, Cl j€ urmikkTIQj�+INQ )DING THE HIGH VELOCITY I{IJRICANE ZONE (HVHZ). Rmkbn ADD FTL -5130 TO NOTES 78 CHQ NOTE8 TO CURRENT EDIT. B CHANGE TOASTME 1300.02 A ADD AIRSPACE DIM. NOTE 1. TECH. REF NOTE 78 NOTE 8 ca' dS1 Data J.J. 3123/08 070 TEONNOLOOY DRIVE NOR0AUS, FL 34275 P,n °OX 1520 NOKUNIS, FL 34274 PS VIslby Brucr GENERAL Nb "` ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR 10 NTS 1 - m 11 4127-10 ci NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 6 HORIZ. SECTIONS 6 PARTS LIST 8 EXTRUSIONS 7 CORNER DETAIL 6 ANCHORAGE 8-11 PRODUCT REVISED w curlplying with 8m Florida E. ilo.ag Cade Asc ,'ence No b Ezp/ .lion bate Ro6mt L. park, F.E. PE #38712 Structural • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• •. • • • • • • • • •••• • • •••• • • • • • • • •• •••• • • •••• • •• • • • ••• •• • • •••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • •• •• • • • • • • •• • • • • • • • • •• •• • • •••• • • • ••• • • •• • • • • • •• ••• • • • • • • • • • • • •• ••• •• • • •• ••• • • •• • • • • • • • • • • • • • • • • • • RA1 By WIN IP •.t• • 5/1•08 Olmc" 29 tkb: F.K. 212S/08 60,61,62 NO CHANGE THIS SHEET NO CHANGE THIS SHEET GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 14R710 4127-10 c • •• • 1/2° NOM. GLASS BITE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16' NOM. 5/16" LAMINATED GLASS 66,87,68,69,70,71 • •• • • • • • • • • • •• •• 1/2" NOM. GLASS BITE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS �- .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16° LAMINATED 5/16° OR 3/8' AIR SPACE - ► 1/8° OR 3/16' ANNEALED (MIN.) GLASS 13/16° NOM. 13/16° LAMI IG GLASS W/ 5/16° LAMI ADD AIR SPACE DIM. TO LAM11G DETAILS 3/23/08 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.0. 1529 NOKOh05, FL 34274 1/2° NOM. GLASS BITE 4. 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 7/16 LAMINATED 7/16" LAMINATED GLASS 1/2' NOM. GLASS BITE 13/16" LAMI IG GLASS W/ 7/16" LAMI 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7116' LAMINATED 3116° OR 1/4° AIR SPACE 118' or 3116' ANNEALED (MIN.) GLASS 13/16" NOM. a EXTERIOR INTERIOR C> (ALL SECTIONS) PRODUCTREYLSE'D B.a complying web the Hmida Rc7din2 Cu3c Exp eprece N°4 .0 8xpesv °B 0835 :3f_=lEL By rii TABLE 1. XOX (114,1/2,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) 1 WINDOW o 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 08" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 ' 106 318" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -80.0 +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 1 UP TO 1'(j;. -1 +60.0 +75.0 -60.0 -75.0 l Itv, UP TO 111" +• D,E,F, J,KL TABLE 2. XOX (1/3,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 66 7/16" A,B,C, G,H,I +60.0 -60.0 TO 887/16" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN, FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8 " 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 _ +75.0 -75.0 +75.0 -75.0 F■.J ". - '11"» 2 , .:37.3 ::,r; Florida R alp 5� �, ±. Aceq,l 7J 86" A,B,G,H +75.0 -75.0 +75.0 -76.0 +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 58.1 +63.8 -63.8 UP TO 74" C,D,E,F, J K, L +75.0 -75.0 teJl GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX& XO) AND FTL -5330 _ By ,./ ad c v; . A. 5/16" LAMI - (1/8" A, .090,1/8" A) BP 5gI!'LAMI - (1/8" A, .090,1/8" HS) 5/I% LAMI - (1/8" HS, .090,1/6" HS) C,= 7 /15't-AMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI- (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG -118" 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 1G-1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8 "HS) L 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"HS, .090,118 "HS) J. 13/16" LAMI IG -1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116"A, .090, 3/16"A) K, 13/16" LAMI IG -118" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3116"HS) L. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/18" OR 1/4" SPACE, 7/16" LAMI - (3/18 "HS, .090, 3118 "HS) Robert L. Clark, P.E. PE 239712 Structural F. • 15 I C ADD INTEGRAL FIN OPTION A UPDATEASTM E 1300-02 DPe 1070 TEC"NOLOGY DRIVE NOKOMIS, 34275 P.O. Sox 1529 NO PL34274 T DESIGN PRESSURES .. ALUM HORIZONTAL ROLLER WINDOW IMPACT as"a F{� 7n "er mmc 8 REVISE DPTABIESTOfSiME13000Z 5/1 A ADO AI R SPACE DIMENSION GLASS TYPES G TURD L. ., r F.K. � : 22am6 Chse.e J.J. m� 312.3/05 Visibly Better B"'"10d" RR710 " NTS 3 m 11 l °ice 4127 - 10 0 • • • • • •• • • •• • • • • •••• • • • •••• • • • • • • • • • •• • •• • • • • • • • •• •••• •••• • • • • • •••• •••• • • • • •• • • • • • ••• • • • • • •••• • e • ••• • •• ••• • • • • • • • •• • • • • • •• ••• •• • • • • •• ••• • • • • • • • • • • •• • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • •••• • •• • • • • • •• •••• • • •••• •• • • • ••• •• • • • • •• • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • •••• • •••• • • • • • • • • •• • •• • • • • • • • •• • • • • • • • •• ••• •• • • ••• • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • •• • • 000 • • • 0 0111 • • • •• • • • • •• 1 A 57 3/8° MAX DLO ALL FIXED LITES Dal W16107 as • •10/W/06 2212/08 110° MAX. WIDTH I.F. FRAME 111° MAX WIDTH FLANGE FRAME 33 LMAX DO F1 MA DLO FD DETAIL B — XOX (1/4- 1/2 -1/4) IMO 33 9118" MAX DLO VENT C 73' MAX WIDTH I.F. FRAME 74° MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO semm. ADD INTEGRAL FIN FRAME MAX OIMENSIONSAND CORNER C CONSTRUCTION DETAIL FROM SHE B. NO CHANGE THIS SHEET I A CMaimst J.J. NO CHANGE THIS SHEET 63" MAX FLANGE FRAME ALL 58" CONFIG. MAX DLO ALL VENTS 132' I.F. FRAME ALL CONFIG. 1070 TECHNOLOGY DRIVE NOKOA4IS. FL 34275 P,O. BOX 1520 NOKOMIS, FL 34274 Serbs.. HR710 27 3/8' MAX. DLO FIXED L I -- 85 7118° MAX. WIDTH I.F. FRAME — .4 0 - 88 7118" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (113- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D -D Q (FRAME CORNER CONSTRUCTION) T ELEVATIONS — ALUM. HORIZONTAL ROLLER WINDOW, IMPACT VL.I6ly Retrer smx Imm° NTS 4 a 11 4127 -10 :r.11 .r REVISED :;;_ voitbtheF7mtda r� o ff- 1ati4a D0tc Y IC 31F o 1 By /1 f . �7 X Ord �7 belt L Clark, P.E. PE 339712 Structural • ••• • • • • • • • • • •• • • • • • • ••• • • • • •••• • • • • • • • • • • • • •• •• • • • • • • • •• • • • • •• • • • • • • • • •••• • • • •• • • • • • ••• • •• • • • • •••• • • • • • • •• • • • • • • • • • • • • • • • •• ••• • • • • • •• • • • • • • • • • •• • • • • • • • • • • • ••• • • • • ttiv F.K • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • • • •• •• ••• • • • •• • • MAX HEIGHT FLANGE FRAME • •• EXTERIOR (VERTICAL SECTION, FLANGE FRAME) X1407 1r��708 11°13 nm 228/06 MAX VENT DLO Ravalmer EXTERIOR INTERIOR SECTION C-C © 0 I SILL (VERTICAL SECTION, I.F. FRAME)) ADO INTEGRAL FIN FRAME ITEMS 41, 42 AND 43 AND VIEWS. Rerslatorc 8 NO CHANGE THIS SHEET A NO CHANGE THIS SHEET J.J. 323/00 EXTERIOR +— MAX FIXED DLO --►� MAX. WIDTH (FLANGE FRAME) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE RAME) m MAX FIXED DLO -- 1 MAX. VENT DLO —+ MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIIFRAME) 1070 7ECJNOLONY DRIVE NOKOMIS. FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 INTERIOR HEAD (VERTICAL SECTION, I.F. FRAME)) SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Half 5 " 11 4127 -10 C r T p 0 I 1 ' 1L MAX VENT DLO PRODUCT RISVISED e: rcr.. with the FWt9de Ac: :2, .A: No ination Datc D7 R uben L. park P.E. PE 939712 Sttuctowl • • • • • • • • • • • • • • • • •• •• • • • • • • • •• ••• • • • • • • • • • • • • • • • • • • • • •. • • • • •• • •••• • • •••• • • • • • • • • •• •••• • • •• •• • • • • • ••• •••• • • • • •• • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • • • •• • • • • •• • • •• ••• • • •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • •• •• •• • • • • • • •• • 32 33 35 36 37 38 43 50 51 52 53 54 55 71298 4128 4006 1235 1096 1016 4126 1683 1224 1225 4039 4044 4222 985 DESCRIPTION FLANGE FRAME HEAD SASH STOP (STD.) ANTI LIFT CLIP #8 X3 /4 PH. PAN HEAD SASI l STOP COVER SASH STOP FLANGE FRAME SILL SILL ADAPTOR WEEP HOLE COVER ADHESIVE OPEN CELL FOAM PAD FLANGE FRAME JAMB GASKET FOR MAIN FRAME SILL JOINT #8 X 1.000 • UAD PN. SMS SCREEN ADAPTOR FIXED MEETING RAIL W STP,.187 X 230, FIN SEAL SASH TOP & BOTTOM RAIL 6063 -T6 AL 6063 -T5 AL 6063 -T5 AL 6063 -T6 AL 6063 -T6 AL 6063 -T6 A L POLYPROP. 6063 -T6 AL 6063 -T5 AL 60631-1D-T6 AL 6063 -T5 AL NO CHANGE THIS SHEET 64137 7PAD1626 74134W/IC 781PQA WSTP,.250 X .270 BACK, FIN SEAL ROLLER HOUSING& GUIDE 616830 42112HD HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. SASHMEETINGRAIL 6063HS -T6 AI. WSTP,.170 X 270 BACK, FIN SEAL SWEEP IATC -1 DIE-CAST #8X.625 PH. FL. SMS SASH SIDE RAIL 6063 -T5 AL W STP,.250 X 270 BACK, FIN SEAL BULB WEATHERSTRIP .187 X .275 LIFT RAIL COVER CA P I.F. FRAME HEAD 6063 -T6 AL LF. FRAME, SILL 6063 -T6 AL IF. FRAME JAMB 6063 -T6 AL GLAZING SILICONE, DOW 899, 995 OREQUIVALINT VINYL GLAZINGBEAD BULB (THICK) VINYL GLAZINGBEAD BULB (THIN) GLAZING BEAD -5/16" 6063 -T5 AL GLA ZING BEAD - 5/16" W /GRILL KIT 6063 -T5 AL GLAZINGBEAD - 7/16" 6063 -T5 AL GLA ZING BEAD - 7/16" W /GRILLKIT 6063 -T5 AL GLAZING BEAD - 13/16" 6063 -T5 AL 5/16" LAME (1/8" A, .090 PVB, 1 /8" A) 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 5/16" LAME (1/8" HS, .090PVB,1 /8" HS) 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" 115,.090PVB, 3/16" HS) 44128N 64006 67S16G 71096 7858 64126 616830 67070K 74078 "C" LORR 64139 64140 64141 6TP247W,K 6TP248K 64039B 644703 64222 6985 64067 a mar r 446/07 C ADD ITEMS 41, 42 & 43 ADD SPACE DIMENSIONS ITEMS 66 THRU 77 Dam 3/23/08 1624 DTA. HARD ar Deer F.K. 2/28106 • • • • • • • • • •• •• cromedB J.J. 1070 TECHNOLOGY DANE NOKOMIS, FL 34278 P.O. BOX 1828 NOK(Xd16, FL 34274 0 A ITEM 66 67 68 69 70 71 72 73 74 75 76 77 90 91 92 93 94 Visib[y Sewer DWG# GLASS 1014 1630 1631 1073 1 1.988 43 I.F. FRAME JAMB © #4141,6083 -T6 13/16" LA MI IG•1 /8 "A, 3 /8"AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"A) 13/16" IAMII01 /8 "A, 3/8" AIRSPACE 5/16" LAMI (1/8 "A, .090 PVB,1 /8 "FLS) 13/16" LAMI IG- 1/8 "A, 3/8" AIRSPACE, 5/16" LAM1(1 /8 "l-IS,.090 PVB, 1 /8 "HS) 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" IAMT (1/8"A, .090 PVB, 1 /8 "A) 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" lAM1(I /8"A, .090 PVB, 1/8 "HS) 13/16" IAMI IG3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI (1/81 -15, .090 PVB, LAM' IG.1 /8 "A,1/4" AIRSPACE 7/16" LAMI (3/16"A, .090 PVB, 3/16 "A) 13/16" LAMI 10-1/8"A 1/4" AIR SPACE, 7/16" LAM1 (3/16"A, .090 PVB, 3 /16 "HS) 13/16" IAMI IG•1 /8 "A,1 /4" AIRSPACE, 7/16" LA MI (3/16 "115,.090PVB, 3/16115) 13/16" LAMI I0-3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16"A) 13/16" LAMI 103 16"A, 3/16" AIR SPACE, 7/16" LAM I (3/16 "A, .090 PVB, 3/16 "HS) 13/16" LAMI IG- 3/16 "A, 3/16" AIRSPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3 /16 "HS) SCREEN FRAME (HOR. & VEIL) 3105 -H14 A I, SCREEN CDRNERKEY W/R1NGS POLYPROP. SCREEN CORNFRKEY W /OUT RINGS SCRIM SPRING SCREEN SPLINE- .135 DIA. FOAM SCREEN SPLINE -.135 SCREEN .062 PARTS LIST DESCRIPTION ( MATL PCP O A I.F. FRAME HEAD r 2.784 .082 710 4 .F. FRAME SILL /c� #4140, 8083 -T6 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT asvaaaen emb< 'same aaatm a.. 144700 NTS 6 11 + 4127 -10 C POLYPROP. ST.ST. EM PVC PRODUCT REVISED as cotnpl /in$ with the Florida Building Coda Aacpnmca No 0 Expiration Date L. Clark, P.E. PE 439712 Structural • • • • • •• • • • • • • • • • • •• • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • •••• • • •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • •••• •••• • • • • • • •• • • • • • • • • • • • • • • • •• • • • •••• • • • • •• • • • • • ••• • • • • • • • ••• •• • • • • •• • • •• • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • •• • • • • • •• 1.G 2.710 ' a O FLANGE FRAME HEAD #4102A,6083 -T8 - -CIF -- 062 O SASH STOP #4025, 8083 -T5 21 SASH TOP & BOTTOM RAIL #4133, 6083178 1.098 GLAZING BEAD, 5/16" #40448,6083 -T5 (USED W/ GRILI. 101) .050 73 2 .081 .062 6 FLANGE FRAME SILL #4136,6083 -T8 .48 O HORIZ. ROLLER TRACK #4131, 6083-T6 32 SASH MTG. RAIL #4008D, 8083119 -T8 050 1.098 —}► —� { 0 55 GLAZING BEAD 7/16" #4222A, 6083-15 3.152 2.: 1.281• -I 037 SASH SIDE RAIL #4128,6083 -T5 O FRAME SILL ADAPTER #4137,6083.78 17 FIXED # MEETING RAIL 4 084 8 ,8083H D -T8 050 n� .878 1.115 • i 1 56 GLAZING BEAD, 7/16° #985C,8083 -T5 (USED WI GRILL KIT) 1.18 L .403--{ .878 1 .096 TT 53 GLAZING BEAD, 5/16" #40398, 8083 -T5 .683 11.097 59 GLAZING BEAD, 13/16" #4087,8083 -T5 1 1 1 . { .040 .738 I� 1 Aa3-- 0 SASH STOP COVER #4053,5063 -T5 .082 13 FLANGE FRAME JAMB #4002A, 8083 -T8 PRODUCT RHYMED as complying with the Florida Building Coda Accop>anes No O Expi ati°nDato - ft.., Er RIC Ft 8•mBr • FJC ••• 4/15/07 7/08 aver C NO CHANGE THIS SHEET NO CHANGE THIS SHEET .5/ , A NO CHANGE THIS SHEET ids • txraren Date •229108 J.J. 3/29100 • 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34278 P.O 99X 1828 4060MIS, FL 34274 Visibly Batter EXTRUSIONS F'GT' sae ALUM. HORIZONTAL ROLLER WINDOW IMPACT err HR710 Half 7 d 114127 - -10 // Robert L. Oath, PE PE 830712 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 - 412 STEEL SCREWS (G5) ANCHOR TYPE, GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 2,3, WOOD 2, CONIC 1, CONC Z3, WOOD 2, CONC 1, CONC & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SI2E w y B HEAD & SILL FriW z HEAD & SILL ' 1 HEAD & SILL 4 y 1 HEAD & SILL ¢, y g HEAD & SILL 4 N m HEAD & SILL , y 2. GLASS TYPES: g A. 5116' LAMI - (1/8° A,O90, A) s B. 8/16° LAMI - (118 A,.090, 1/8° HS) 1 +C2 +1 +C2 +1 2 1 +C2 +1+C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 1 +C2+1 +C2 +1 2 D.7/18 D. 7/16° LAMI - (33 !1-(" HS,A9 1 /8°" A) /18° A,.090, , 3/18' A) 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2+1 3 1 +C2+1+C2+1 3 1+C2 +1 +C2 +1 3 1 +C2 +1+C2+1 3 1 +C2+1 +C2 +1 3 E. 7/16" LAMI - (3/16" A,.090, 3/16° HS) ° "HS,.090, 1+(2 +1 +C2 +1 3 1 +f2+1 +02+1 3 1+02 +1 +02 +1 3 1+C2+1+C2+1 3 1+02 1+C2+1 3 1 +C2 +1 +(2+1 3 F.7 /16 LAMI - (3/18 3116° HS) G.13/16° LAMI IG -1/8° OR 3/18" A, 8 /16° OR 3/8' SPACE, 5/16" LAMI - (1!8° A,.090, 1/8" A) 1 +C2 +1 +02+1 3 1 +02+1 +02 +1 3 1 +C2 +1 +C2+1 3 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +C2 +1 +02+1 3 H. 13/18° LAMI IG -1/8° OR 3/18° A, 5/18° OR 3/8 SPACE, 5/16° LAMI - (1/8" A,.090, 1/8° HS) 1+02+1+02+1 3 1 +C2 +1 +02+1 3 1+C2+1+C2+1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 I. 13/16' LAMI 1G - 1/8° OR 3/16° A, 5/16° OR 3/8" SPACE, 5/16" LAMI - (1/8° HS,.090, 1/8" HS) 3 J. 13/16' LAMI IG -1/8° OR 3/16° A, 3/16° OR 1/4° SPACE, 7/16" LAMI - (3/16° A,.090, 3118" A) 1+02 +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 +02+1 3 1 +03 +1 +03+1 3 K. 13/16° LAMI IG - 1/8' OR 3/16 A, 3/16" OR 1/4" SPACE, 7/16° LAMI - (3/16" A,.090, 3/16" HS) 60.000 x 38.375 46.000 50.825 54,000 60.000 63.000 1 +C2 +1 +02 +1 2 1 +02 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+02 +1 +02 +1 2 1 +C2 +1 +C 2 +1 2 1 +C2 +2 +C2 +1 L. 13118° LAMI IG -1 /8' OR 3/18° A 3/16' OR 1/4° SPACE. 7/18° LAMI - (3/16° HS,.090, 3118" HS) 2 1 +02+1 +02 +1 3 1 +C2+1+C2 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +2 +02+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +02 +1 3 1 +02+1 +02+1 3 1 +C2 +2 +02+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE 1 +02 +1 +02 +1 3 1 +C2 +1+02+1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +2+02 +1 3 HEAD & SILL 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1 +C2 +1 +C2 +1 3 1 +C2+1 +02 +1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1 +C2 +1 +02+1 3 1 +C3+2 +C3 +1 3 25 314° MAX. FROM CORNERS. JAMBS: 9° MAX FROM CORNERS AND 22 1/2° MAX O.C. 1 +C2 +1 +022 +1 3 1 +02+1 +0x+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02++1 3 1 +C3 +2+C3+1 3 TABLE KEY: 74.0000* 38.376 48.000 50.628 54.000 60.000 63.000 1 +C2 +2 +C2+1 2 1 +02+1 +02 +1 2 1 +C2+2 +C2+1 2 1 +C2 +2 +C2 +1 2 1 +02 +2+02+1 2 1 +C2 +2 +(2 +1 X Q X 2 11 1 +C 2 +2+02 +1 3 1+C2+1 +02+1 3 1 +C 2 +2 +C 2+1 3 1 +02+2 +02+1 3 1 +C2 +2 +02+1 3 1 +C;2 +2+(x+1 +03+4+03+1 3Imo— ANCHOR QUANTITY PER JAMB 3 HEAD AND SILL ANCHOR QUANTITY. 1 +02 +2 +02 +1 3 1 +02+1 +02 +1 3 1 +02+2+02 +1 3 1+C2+2+02+1 3 1 +02+2 +02+1 3 1 +02 +2+02+1 3 1 +02+2+02 +1 3 1 +C2+1 +02 +1 3 1 +02+2+02 +1 3 1+02 +2 +02+1 3 1 +(2+2+(2+1 3 1 +03+2 +03+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1 +02+2 +C2 +1 3 1+02+1 +102+1 3 1 +02 +2 +(2 +1 3 1 +C2 +2 +(2+1 3 1 +C2 +2+02+1 3 1 +C 3 +2+C3+1 3 ANCHOR AT EACH OPERABLE VENT 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+02+1 3 1 +C3+2 +C3+1 3 PLUS(4)ANCHORS AT FIXED SECTION. ANCHORS TOTAL AT HEAD AND x 1 +02 +2+02 +1 2 1 +02 +2+02+1 2 1 +02+2+02 +1 2 1 +C2 +2+C2+1 2 1 +C2 +2 +02+1 2 1 +02+3 +02+1 2 (12) SILL 1 +02+2+02 +1 3 1+02+2+02 +1 3 1 +02 +2 +C2 +1 3 1+02 +2 +02 +1 3 1 +(2+2+02 +1 3 1 +03+3+02+1 3 (3" MIN. O.C. ANCHOR SPACING) 1 +02+2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2+02+1 3 1 +03+3+03+1 3 1 +02 +2 +02 +1 3 1 +02 +2 +C2 +1'3 1 +02 +2 +02 +1 3 1 +02 +2+02+1 3 1 +02 +2+02 +1 3 1 +04 +3 +04 +1 3 + 26 314' max. °-I I-+-3° MIN. 5- 0 C -2---i— 1—I- 1 +C1 +2 +(2 +1 1r(2+2 +02 +1 3 1+C2+2+02+1 3 1 +(+2 +02+1 3 1 +p +2 +03+1 3 1 +q +2 +03+1 3 1 +C3r2 +03+1 3 1+03+2+03+1 3 1 +02+2 +02+1 3 1 +(2 +2 +0x+1 3 1 +04+3 +04 +1 3 1+04+3+01+1 3 l•If(ktl�C)" ia l ilia ' r . 7 23r, vial ilia Florida L o v : . , ;to N Esoi , *pil* tto a N �` o a r �_` - - .,.,., 9` REF. I 3 X 1 0 1 0 _X \�' x 1 +C2 +2 +02 +1 2 1 +02 +2 +02+1 2 1 +(2 +3+02 +1 2 1 +02 +3+02 +1 2 1 +02+3+(2+1 2 1 +02 +4 +(2+1 2 7 � � -` - " 1 +02 +3+02 +1 3 1 +02 +2 +02+1 ++1 3 1 +03+302 3 1 +03+3+03+1 3 1 +C2+3+02 +1 3 1 +C3 +4+C3+1 3 MTG. RAIL, NP. W/ QTY. . OF (3) ANCHORS 1 +02+3+02 +1 3 1 +C2 +2+¢2 +1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1+C3+3+C3+1 3 1 +(3+4 +03+1 3 EXAMPLE CLUSTER 1 +03+3+03+1 3 1 +02+2+C2 +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 3 (SHOWN IN TABLE KEY ABOVE) MAX. MA 1 +(3+3+03+1 3 1 +02+2 +C2 +1 3 1r04+3 +G1 +1 3 1 +C4 +3 +04 +1 4 1 +03+3+03+1 3 1 +C4 +4+04+1 3 1 +03+3 +03+1 3 1 +C2 +2+C2+1 3 1 +04+3+04 +1 3 1 +C4 +3+04+1 4 1 +C4 +3 +04 +1 3 1 +05+4 +C5+1 3 25 3/4° I 111.0002 38.375 • • •48.001 • 50.625 • • •• 00.000 63.000 1 +02+3 +02+1 2 1 +02+2 +02+1 2 1 +02 +3+02 +1 2 1+02 +3+C2 +1 3 1+02 +3 +02 +1 2 1 +02 +4 +02 +1 2 �F +I TYP. 1 1/2° N. 1 + 3" MIN. 1 +02+3+02 +1 3 1 +02 +2 +02 +1 3 1 +03+3+03+1 3 1 +0+3+03+1 3 1 +02 +3+02 +1 3 1 +03 +4+02+1 —�* 1 0 3 g" REF, 1 l 6it l- -t 0 Robert L. Clark, P.E. #30092 8true3ural 1 +02+3+02 +1 3 1 +C2 +2+02 +1 3 1 +03 +3+03+1 3 1 +03+3+03+1 3 1+03+3+03+1 3 1 +03 +4+03+1 X 3 ��\ O X %Y , �"^� 1 +03 +3+03+1 3 1+02+2 +02 +1 +1 1 +03+3 +03 +1 3 1 ++3 +03 3 1 +C3+3++1 03 3 1+03+3 +03+1 3 1 +04 +4 +04 +1 3 "�- 1 ' ` �- ` - '' 1 +C3 +3+03 +1 3 1 +02+2 +C2 +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 MTG. RAIL,TYP. 1 +03 +3 +03+1 3 1 +02 +2 +02 +1 3 1+003+3+04+1 3 1+C4+3 +C4+1 4 1 +04 +3 +04 +1 3 1 +03 +4+05+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Rem! eY F. pea 4y5r07 -- Raul.= c UPDATE TABLE 4, SELECT VALUES DUE ro ANCHOR CAP. ADJ 1 070 +NOLOOY DPoV NO* FL 34279 E P.O. BOX 9529 N P. OMI3 PL 34 C.O... ANCHORAGE SPACING, XOX(1/4- 1/2 -1/4) 'ma ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F, +spa ,r Q/4 a j/OB Rw+emu: B3 REANCHORAGE FORMAT, HEAD & SILL CLUSTERS 1ASE nod FK. ` A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. • 57168 it p� .R 22&88 uaarm J.J. 7 3/29Po8 VLrYb/y Bever s° H NT 8 s 11 I 412 - 10 C •••• • • • • • •• • • •• • • • • •••• • • • •••• • • • • • • • • • •• • •• • • • • • • • •• •••• •••• • • • • • •••• •• •• • • • • • • • • • ••• • •• • • • • • 0• ••• • • • • • • • •• • • • • • • • • •• •• • • • • •• ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • ••• • • • ••• • • ANCHOR QUANTITIES, XOX (1/34/3 -1/3) WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (35) •ANCHOR TYPES 8 811B8TRATE 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 C ONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES • WINDOW SIZE • w v F„( HEAD & SILL to 1 HEAD & SILL -, m 2 HEAD & SILL ` -, m % HEAD & SILL m HEAD & SILL m 2 HEAD & SILL -, 07 2. GLASS TYPES: A. 5/16° LAMI - (118 A,.090, 1/8 A) -, B. 5/16' LAMI - (1/8 HS) EEEEE AA ASAA I gg x § 1+32 +1 +32 +1 2 1 +62+1 +C2 +1 2 1 +32 +1 +32 +1 2 1 +32 +1 +532 +1 2 1 +62+1 +62+1 2 1 +62 +1 +02+1 2 C. 5/18 LAMI - (1/8" 118,.090,1/8° HS) ° ° A,.090,3 1 +32+1 +32 +1 3 1 +32 +1 +32 +1 3 1 +32 +1 +62 +1 3 1 +32 +1 +32 +1 3 1 +02+1 +32 +1 3 1 +32 +1 +32 +1 3 D.7 /18 LAMI - (3/16 /16°A) E. 7/16° LAMI - (3/16 A,.090, 3/16° HS) 1 +32 +1 +62 +1 3 1 +62 +1 +C2 +1 3 1 +02+1 +32 +1 3 1+32 +1 +32 +1 3 1 +32+1 +32 +1 3 1 +32 +1 +32+1 3 F.7/16 ° LAMI - (3/18" 1-13,.390, 3/16' HS) 1 +32 +1 +32 +1 3 1 +32+1+02+1 3 1+32+1 +02+1 3 1 +32 +1 +02 +1 3 1+62+1+02+1 3 1 +62 +1 +32+1 3 G. 13/16° LAMI 13 -1 /8' OR 3/16° A, 5/16' OR 3/8 SPACE, 5/16° LAMI - (1/8 A,.090, 1/8' A) 1 +62 +1 +62 +1 3 1 +32+1 +32+1 3 1 +62+1 +02 +1 3 1 +02 +1+32 +1 3 1 +62 +1 +32+1 3 1 +532 +1 +32+1 3 H. 13116' LAW 13 -1 /8" OR 3/16 A, 5/16" OR 3/8" SPACE, 5/16° LAMI -Mr A,.090, 1/8' HS) 1+02 +1 +02 +1 3 1 +62 +1+02 +1 3 1+02+1+62+1 3 1 +62 +1 +02 +1 3 1+02+1+62+1 3 7 +q +1 +63+9 3 I. 13/18" LAMI n- 1 /8 OR 3/16" A, 5/18 OR 3/8 SPACE, 5/18° LAMI - (1/8" HS,.090, 1/8" HS) J. 13!16° LAMI 13 -1/8 OR 3/16 A, 3/16 OR 1/4" SPACE, 7/16° LAMI A..090, 3/16' 1 i el. 8 8 8 x II� 1+32 +1 +32 +1 2 1 +32 +1+02 +1 2 1 +62 +1 +62 +1 2 1 +62 +1 +02 +1 2 1 +62+1 +62+1 2 1 +02 +1 +62+1 - (3/16" A) 2 K.13/16° LAMI IG -118° OR 3/16" A, 3/16° OR 1/4" SPACE, 7/16° LAMI - (3/16" A,.090, 3/16 HS) 1 +62 +1 +62 +1 3 1 +62 +1 +32 +1 3 1 +32+1+32 +1 3 1+32+1+32 +1 3 1 +62 +1 +62 +1 3 1+02 +1 +32 +1 3 L. 13/16° LAMI 13 -1/8' OR 3/16' A, 3/18° OR 1/4° SPACE, 7/18° LAMI - (3/16" HS,.090, 3/16"118) 1 +02 +1+C2 +1 3 1 +32 +1 +02+1 3 1+32 +1 +02+1 3 1+C2 +1 +62 +1 3 1 +32 +1 +32 +1 3 1 +32 +1 +32 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT 1 +C2 +1 +C2 +1 3 1 +02+1 +02+1 3 1 +32 +1+62 +1 3 1 +62 +1 +32 +1 3 1 +32 +1 +02 +1 3 1 +02 +1+32 +1 TABLE AND BASED ON THE FOLLOWING 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +32 +1 +32 +1 3 1 +32 +1 +02 +1 3 1 +62 +1 +532 +1 3 1 +02+1 +62 +1 3 1 +02+1 +02 +1 3 1 +33+1+33+1 3 1+62 +1 +32 +1 3 1 +62 +1 +02 +1 3 1+32 +1 +32 +1 3 1 +32+1 +32 +1 3 1 +32 +1 +32 +1 3 1 +33+1 +33+1 3 HEAD & SILL: 10112 MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 80.000x 38.375 48.060 50.625 54.000 60.100 now 1+62 +532 +1 2 1 +32 +1 +32 +1 2 1+32+1 +02 +1 2 1+32 +1 +32 +1 2 1 +02 +1 +02 +1 2 1+532 +1+32 +1 2 25 A MAR. FROM CM CORNERS MAX. JAMBS: 9° M +1 M CORNERS AND 22112" MAX. O.C. 1 +32 +1 +62 +1 3 1 +32 +1 +02 +1 3 1 +32 +1 +32 +1 3 1+32 +1+32 +1 3 1+02 +1+02+1 3 1 +532 +1 +62 +1 3 TABLE KEY: 1+32 +1 +32 +1 3 1 +62 +1+32 +1 3 1 +32+1 +02+1 3 1 +02 +1 +02 +1 3 1 +62 +1 +02 +1 3 1 +32 +1 +32 +1 3 X O X 1+32 +1 +32 +1 3 1 +32 +1+32 +1 3 1 +02 +1 +02+1 3 1+32 +1 +32 +1 3 1 +32+1 +32+1 3 1 +02+1 +63+1 3 11+33+1+63+11 3 1-v-- ANCHOR QUANTITY PER JAMB 1 +62 +1 +02+1 3 1+32 +1 +62 +1 3 1 +32 +1 +32 +1 3 1+32+1 +02 +1 3 1 +32+1 +32 +1 3 1 +63+1 +33+1 3 4 HEAD AND SILL ANCHOR QUANTITIES 1 +32 +1 +02 +1 1 +02+1 +62 +1 3 1+32+1 +62 +1 2 1 +32+1 +32+1 3 1 +32 +1 +32 +1 2 1 +62 +1 +32+1 3 1 +02+1 +03+1 2 1 +32+1 +02 +1 3 1 +02+1 +62+1 2 1+C2 +1 +02+1 3 1+33 +1+33+1 2 1+32 +1 +32 +1 I 3 2 A CLUSTER ON EAACH CH M EEE IN) TING RAIL PLAIL PL U CENTERED MUS (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 +32 +1 +32 +1 3 1+32 +1 +02 +1 3 1+02 +1 +02+1 3 1 +32 +1+32 +1 3 1 +32 +1 +02+1 3 1 +32 +1 +32+1 3 1+C2 +1 +32 +1 3 1 +32 +1 +02 +1 3 1+62+1 +532 +1 3 1 +02 +1+32 +1 3 1 +32+1 +32 +1 3 1+02 +1 +33+1 3 1+32+1 +02 +1 3 1 +32 +1+32 +1 3 1 +32 +1 +532 +1 3 1+32 +1 +32 +1 3 1+32 +1 +532 +1 3 1 +33+1 +03+1 3 1 +32 +1+32 +1 3 1 +32 +1 +32 +1 3 1 +32+1 +32 +1 3 1+33+1+33 +1 3 1 +32 +1+02 +1 3 1 +02+1 +63+1 3 1 +62 +1+02 +1 3 1 +02+1 +32 +1 3 1 +02+1 +33+1 3 1 +33+1 +33 +1 3 1 +62 +1 +32 +1 3 1 +03+1 +02+1 3 ,g§ §§§ I Ir ° 1 +q +1 +32 +1 2 1 +02 +1 +32 +1 2 1 +32+1 +02+1 2 1 +32+1 +q +1 2 1 +02 +1 +62+1 2 1 +32 +1 +02+1 2 I 25 3/4 MAX. -� �--3' MIN. 1 +02+1 +32 +1 1+32 +1 +02+1 1 +62 +1 +32 +1 3 1 +32+1 +32 +1 3 1 +02 +1 +02 +1 3 1 +32+1 +32+1 3 1 +32+1012 +1 3 1 +32+1 +32 +1 3 1 +32+1 +312+1 3 1 +32 +1 +32 +1 3 1 +32 +1 +32 +1 3 1 +32 +1 +02+1 3 1 +62 +1 +62+1 02 3 1++1 +32 +1 3 1 +32 +1 +32 +1 3 1+33+1 +q +1 3 1 +63+1 ++1 02 3 1 +33+1 +33+1 3 Pi L:LPRGVIS';[1 "3 4.1,::. + u,1b too Haas L.:111 3 9° REF. 3 5 X O_ �` 1 1.�. -� X ,���' 1 +32 +1 +32+1 3 1 +C2+1 +02 +1 3 1 +33+1 +33+1 3 1 +63+1+33 +1 3 1+32+1 +532 +1 3 1 +03+1 +63+1 3 1+32 +1 +02+1 3 1 +32 +1 +32 +1 3 1+33+1+33+1 3 1 ++1 +33 +1 03 3 1 +32+1 +32 +1 3 1 +33+1 +02 +1 3 _.._ OF (3) ANCHORS 1++1 +02+1 02 2 1 +32 +1+32 +1 2 1 +32 +1 +32 +1 2 1 +C2+1 +02 +1 3 1 +32+1 +32 +1 2 1 +32 +1 +32+1 MTG. RAIL, TYP. 2 1 +532 +1 +532 +1 3 1 +32 +1 +532 +1 3 1+02 +1 +532 +1 3 1 +532 +1 +32 +1 3 1 +532 +1 +32 +1 +1 ++1 3 1 +q 02 3 EXAMPLE CLUSTER W/ QTY Acc 0- , el5A9 ' 1 +32 +1 +32 +1 3 1+62+1 +02+1 3 1 +02 +1 +C2 +1 3 1 +32 +1 +62 +1 3 1+02+1 +02+1 3 1 +63+1 +02+1 3 (SHOWN IN TABLE KEY ABOVE) Fx. oadwt Dato (1 .,,. DadoPradvct ^'� '- �� I 1 +02 +1 +02 +1 3 1 +32+1 +32+1 3 1 +33+1 +33+1 3 1 +33+1 +33+1 3 1 +02+1 +62+1 3 1 +33+1 +33+1 3 1 +32 +1 +32 +1 3 1 +32+1 +62+1 3 1 +33+1 +33+1 3 1 +33+1 +03+1 4 1 +02+1 +02+1 3 1 +33+1 +33+1 3 4° MAX. 25 3/ +1 1+33+1 +33+1 3 1 +32 +1 +32+1 3 1 ++1 +03+1 02 3 1 +33+1 +q 4 1 +33+1 +33+1 3 1 +34 +1 +34+1 4 1 +-1 1/2" TYP. 1+ 1 +32 +1 +32 +1 2 1 +32 +1 +32 +1 2 1 +32 +1 +532 +1 2 1+02 +1+02+1 3 1 +532 +1+02 +1 2 1 +32 +1 +32+1 , I -� 3 MIN. 2 1 ,. //e/ y Robert L. Clark, P.E. PE 839712 Straabual 1+62+1+32+1 3 1+02+1+32+1 3 1+02 +1 +532 +1 3 1+02 +1 +02+1 02 +1 3 1 ++1 +62 3 1 +33+1 +33+1 9 REF. 3 X O X 1 +32 +1 +32 +1 3 1+32 +1 +32 +1 3 1 +32 +1+32 +1 3 1 +32 +1 +02 +1 3 1 +32+1 +32+1 3 1 +33+1 +q +1 3 1 +532 +1 +532 +1 3 1 +02+1 +532 +1 3 1+02 +1 +33+1 3 +533 +1 +33+1 3 1 +62 +1 +62 +1 3 1 +03+1 +q +1 3 1+32 +1 +32 +1 3 1 +32 +1 +32 +1 3 1+33+1 +33+1 3 1 +113+1 +33+1 4 1 +33+1 +C3+1 3 1 +34 +1 +34 +1 4 MTG. RAIL,'IYP. • 1 +33 +1+33+1 3 1 +62+1 +62+1 3 1 +33+1 +33+1 3 1+33 +1 +33+1 4 1 +03+1 +33+1 3 1 +34 +1 +34 +1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS X15/07 •10 /WjVB X3/1 tir(lb UPDATE TABLE b, SELECT VALUES DUE TO ANCHOR CAP. ADJ. 070 TECHNOLOGY DRIVE NOKOMI3, a 34275 P.C. BOX 1028 NOKOM IS, FL 34274 ! 'N ►. .. 7 A _ ANCHORAGE SPACING XOX (1/3-1/3-1/3) (' � REVISE ANCHORAGE FORMAT, 11547 8 SILL CLUSTERS Tm ALUM HORIZONTAL ROLLER WINDOW IMPACT ADD SPACE DIMENSIONS GLASS TYPES G THRU L o3/,: 3/231(10 1/Lribly Barer HR710 NTS 9 d 11 a w" 4127 - 10 """ C •• • • • • • •• • • •• • • • • •••• • • • •••• • • • • • • • • • •• • •• • • • • • • • •• •••• •••• • • • • • •••• ••■• • • • • • •• ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • • • • •e • •• • • • •••• • • • •••• •• •• • • • • • • • • • •••• • • • •• ••• •• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • •• • • ••• • • • ••• • • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 - 1/4° ELCO TAPCONS 2 - 1/4° ELCO SS4 CRETE -FLEX 3 - 412 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16° LAMI - (118' A,.090,1/8° A) B. 5/16° LAMI - (118" A,.090,1/8° HS) C. 5118° LAMI - (1/8° HS,.090,1/8° HS) E. 7/16° LAMI - (3116" A,.090, 3/16° H) E. 7/16° LAMI - (3/18" .0,.090, 3118° HS) F. 7/16° LAMI - (3/16' HS,.090, 3/16° HS) G.13/1 6° LAMI IG -1/8' OR 3/16" A, 5116" OR 3/8° SPACE, 5/16' LAMI - (1/8" A.090,1/8" A) H. 13/18' LAMI 10 - 1/8° OR 3/16' A, 5/16° OR 3/8' SPACE, 6/16" LAMI - (1/8°A,.090, 1/8° HS) I. 13/16° LAMI IG -1 OR 3/16° A, 5/16' OR 3/8° SPACE, 5/16' LAMI - (1/8° HS,.090,1/8" HS) J. 13/16' LAMI 10 - 1/8' OR 3/16' A, 3/16° OR 1/4° SPACE, 7/16' LAMI - (3/16° A,.090, 3/16° A) K 13/16° LAMI IG -1 /8° OR 3116° A, 3/16° OR 1/4° SPACE, 7/16° LAMI - (3/18° A,.090, 3/16° HS) L. 13/16° LAMI IG -1/8° OR 3/16' A, 3/18° OR 1/4° SPACE, 7116° LAMI - (3118° 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 8 SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4° MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 221/2° MAX O.C. TABLE KEY: O X ANCHOR TYPE a & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v 11 11IS V 0V3H sewer 111S OV3H sawvr 111S OV3H sewer 1119 9 OV3H JAMBS 1119 8 OV3H sewer 1119 UV3H sawvr 37.000 x 38.375 48.000 50.625 54.000 80.000 61000 1 +02 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +02 +1 2 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 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2+1 3 1 +03 +1 3 1 +02 +1 3 1 +C2 +1 3 1+C3+1 3 48.000 x 38.375 48.000 50,825 54.000 60.000 83.000 1 +C2 +1 2 1 +02 +1 2 1 +02 +1 2 1 +02+1 2 1 +02 +1 2 1 +02+1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +( +1 3 1 +C2 +1 3 1+02+1 3 1 +C2 +1 3 1 +02+1 3 1+C3+1 3 1 +C2 +1 3 1 +02 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +p +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +p +1 3 1 +q +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +03+1 3 1 +02 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C2+1 3 1 +C3+1 3 1 +C3+1 3 1 +C2 +1 3 1 +03+1 3 53.125 x 38.375 48.000 50.825 54.000 60.000 63.000 2 1+C2 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1+C2 +1 2 12+03+2 I 3 I-a-- ANCHOR QUANTITY PER JAMB PRODUCT; EVISED Bs co0m in:; ui:9 alt Flotilla Bt lcbre Cars Acc taw= No- t/- -J` 3 1 +C2+1 3 1 +p +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03+1 3 ` HEAD AND SILL ANCHOR QUANTITIES 3 3 1 +C2 +1 1 +02 3 3 1 +03 +1 1 +03+1 3 3 1 +C2 +1 1 +C3+1 3 3 1 +02+1 1 +C2 +1 3 3 1 +03 +1 1 +p +1 3 3 I r 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) « 4 1 +02 3 1 +03 +1 3 1 +C3+1 4 1 +C2 +1 3 1 +C3+1 3 « 4 1 +0 3 1 +C4+1 3 1 +p +1 4 1 +p +1 3 1 +04 +1 3 0.000 x 38.3M 48.000 wins 54.000 E 0 63.000 3 1 +02 2 2 +C2 +2 2 1 + C2 +1 3 1 +02 +1 2 2 +C2 +2 2 3 1 +02 3 2 +p +2 3 1 +C2 +1 3 1 +02 +1 3 2 +03+2 3 3 1+C2 3 2 +03+2 3 1 +03+1 3 1 +02 +1 3 2 +03+2 3 1 1 83/4 °MAX I --.{ F+--3° MIN. « 4 1 +02 3 2 +03 +2 3 1 ++1 03 4 1+02+1 3 2 ++2 p 3 « 4 1 +03 3 2 +04 +2 4 1 +C3+1 4 1 +p +1 ' 2 +04 +2 ' 9" REF. 7 MTG. EXAMPLE CLUSTER t 1 & O 1 +0 4 1 +03 3 2 +C4 +2 4 1 +C3+1 4 1 +C3+1 2 +C4 +2 r 18.00 x: 5 48.000 5 1 0 60..0 .. 63.000 2 +02 1 +02 2 +02 +2 2 +02 +2 1 +02 +1 2 +02 +2 QTY. OF (3) ANCHORS 2 +02 1+02 2 +p +2 2+C2 +2 1 +C2 +1 2 +q +2 RAIL W/ 2 +03 1 +C2 2 +p +2 2 +03+2 1 +02 +1 2 +C3+2 2 + 1 +C2 2 +p +2 2 +03 +2 1 +C2 +1 2 +p +2 (SHOWN IN TABLE KEY ABOVE) 1 TYP• Bxpeecu Dex z fSr By //!... .1i,, ,, . Daac Product .10 2+C3+2 1 +C3.. 2 +C4+2 2 +03+2 1 +03 +1 2 +C4 +2 1 +03+1 1 +03 +1 2 +C4 +2 2 +03+2 1 +03 +1 2 +C4 +2 • 74.000 f 1 9' REF. 183!4" MAX -4 x 38.375 • •••• 48.000 • • 50.825 i •• 54.000 • • • 60.000 63.000 2 +02 +2 2 +02 +2 2 +02+2 2 +02 +2 2 +02 +2 2 +02 +2 � 112° I - � - 3 °MIN. 2+03 +2 2 +02 +2 2 +03 +2 2 +C3 +2 2 +C2 +2 2 +03+2 t t u t s l t O ! ��o o,' Robert Clerk P.E PE #39712 Structural 2 +p +2 2 +02 +2 2 +C3+2 2 +C3 +2 2 +C2 +2 2+03+2 X 2 +03 +2 2 +03 +2 2 +04 +2 2 +03 +2 2 +03 +2 2 +04 +2 2 +C3 +2 1 +03 +1 2+C4 +2 2 +03 +2 2 +03 +2 2 +04 +2 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ( 2 +03 +2 1 +03+1 2 +C4 +2 2 +C4 +2 2 +C3+2 2 +04 +2 3331 4415/97 I 1E03 CHG. TABLE# TO6, 8RFIFCT VALUES DUE TO ANCHOR CAP. AA! 1070 TECHNOLOGY DRIVE NOKOMIB, FL 34273 N HORAGESPACING,OX XOWINDOWS ALUM HORIZONTAL ROLLER WINDOW, IMPACT r0/'t/96 REVISE ANCHORAGE FORMAT, HELD 8 SILL CLUSTERS --- ADD SPACE DIMENSIONS i0 GtAS3 71PES G THRU L P.C. BOX 1328 95,/1408 2r[81O8 3513/95 NOt11PA8 FL 34274 Vsibly Brener s.�ta HR71a NT 1 0 11 °B0�"6 4127-10 C • • • • • •• • • •• • • • • •••• • • • •••• • • • • • • • • • •••• •••• • • • • • •••• •••• • • • •• • •• • • • • • • • •• •• • • • • • ••• • •• • • • •••• • • • •••• •• ••• • • • • • • • •• • • • • • • • •• ••• •• • • • • •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •• • • • • • •• • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • •• •• • • • • • • •• •• •••• • • • • •• •• •• • • •• • • • ••• • •• • • • •••• • • • • •• • • • • • • • • • • •• • • • • • • • • •• • • •• ••• • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • •• • • ® Q MIN. 3.4 KS) CONCRETE 1x WOOD BUCK NOTE 3 • •• CONCRETE ANCHOR, NOTE 1 WOOD ANCHOR, NOTE 2 CONCRETE ANCHOR, NOTE 1 DETAIL A 1314° MIN, E.D. TYP. 2x WOOD BUCK, NOTE 3 NOTE 1A, 1!4° 1 MAX. --II SHIM 1/4" MAX. --7T SHIM .'NOTE 1 La ° 1_ 13/4° MIN. A �MII�1. :KS11° E.D. TYP. ICOIOCRETE • 2x WOOD BUCK, NOTE 3 WOOD ANCHOR, NOTE 2 1/4° MAX. SHIM CONCRETE ANCHOR, NOTE 1 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS . S DETAIL D TYPICAL FLANGE FRAME SILL SECTIONS 1 1/4° MIN. (1.5 KSI CMU) OR '• PER NOTE 1 A (3.4 KSI CONCRETE) 1 WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM SEE NAILING 1 3/8° MIN. La NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO JAB TAPCONS EMBEDED 1 3/8° MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4 MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4° SS4 CRETE -FLEX WITH 0 #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 °. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8063 -T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. 1 3/4° EXTERIOR INTERIOR MIN. E.D (H & SILL DETAILS . TYP. T T INTERIOR (JAMB DETAILS E, F & I) EXTERIOR DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2 1/Y NAIL AT CORNERS AND 5° O.C. TYPICAL DETAILS 0, H & I. DETAIL G (SILL) DETAIL I (JAMB Q TYPICAL INTEGRAL. FIN FRAME SECTIONS 7 L..3NIarid3 No ' I r f q eerie • . r. Dar 7L k 07 FK R°Ym•, F.A &K . yex • •,•. 4 661. •10/12/06 ■:,. • •5'/19108 Ravfaloax RQ A 1ztm REVISE NOTES 1 & 2 REGARDING TRIMFIT HD. & EMBEDMENT ADD I.F. FRAME. CHG. NOTES TO FBC. 'CURRENT EDITION° REVISE EDGE DIST., EMBEDMENT & BHT. REFERENCES ADD NOTE 6. DAS 3/23!08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P BOX 1628 NOK OMIB. F L 34274 PIt3T V4161y Setter ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 1177710 Half 1 1 d 11 Asoing /la 4127-10 Robe L Clark P.E. PE •38712 BauGulal MIAMI 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 i -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 i • displaeyed, thep ii ghall be done in its entirety. • • • • • • INSPEGTIO :•A copy•ofJ his.�nntire NOA shall be provided to the user by the manufacture, of iota distributor, : • and'�hall bj aka ai a • oa inspection at the job site at the request of the Building Official. • Thi.S.l'IO� ;o trAts%�f�h s Vie? as well as evidence sheet E -1 and approval document meni'oiitfl .tbove; • . • • The submitted documentation was reviewed by Ishaq L Chanda, P. E. •••• • • • • • • •. • • • NOA Nb. 07- 0619:iv • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • •• • • • ••• • • • • • • Expiration Date: fiber 18, 2012 • • • • • • Approval Date: October 18, ••• • • • NEW 4• • • • • • • • • • • • • 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 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 }TL-5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ®PVB" dated 02/15/01, expiring on 12/11 /10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for " Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. • . . • • • • • .• • • • • • • • • . •• 0 0 • • • • • • 0 • 00• • • • • • • • • • • • • • • • • • • • • • • • • • • . . • • • • • • • • • • • • • • • • • • • • • • 0 • •.0 • • • • .0• • • • • • • • • • • • • • • •. • • • • • • • • • • • • • • • •• 0* • • • •. •• 0 • • • 000 • • E -1 0000 • • • • • 0000 • 00 • ••• • • • • • 0. • • • ' S i 1' ±144 w J" •• • • • ha � 1 thanda, 'P.E:' • • Product'Contrc Exaniinet • N(1X 47. 07 -062 0(? • • Expiration Date: tre er 18, 2011 • • Approval Date! October 18, 26� • •••• • • • • • • • •• • •••• • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •••• • • • • •• • • • • • •• •••• • • •••• • • • • • ••• ••• • • ••• • • • • • • • ••• •• • • •• •• • •• ••• • •••• • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • •• • • • • • •• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) • 1. GLAZING OPTIONS: • A. 3/8" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM • PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. • •B. 3/8' LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 118° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAF_EXIKFEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. • .C. 7/16" LAMI NOM. (.4651 CONSISTING OF (1) UTE OF 3/18" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLE)UKEEPSAFEMAXIMUM PLUS (1) LITE OF 3118" HEAT STRENGTHENED GLASS . • • D. 7/18" LAMI NOM. (.4851 CONSISTING OF (1) LITE OF 3/18" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE • atES MAXIMUM PRESSURES; SEE TABLES 1 AND 2 ON SHEET 2.� GLASS. 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. O CONFIGURATIONS: X O X XO, OX, X✓ c2a OJO AND WINO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL • SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE :REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 8. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04- 0721.01.03-0225.05, ANSIIAF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SW. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. • 41'' • ANT,- 3/16" HEAT STRENGTHEND GLASS ••• • •• • • • •• Food lito Fx 16mner.+ F • Fx EXTERIOR A EXT. -1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR • • SAFLEX/KEEPSAFE MAXIMUM a. •• • Resmns Arabs e t .402 1/2" GLASS BTE 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 CLARIFY OM C4'GZASS, OVZRALL ;T& AND GLASS 811E ADD GLASS &IeODC 793 c.9amS 0ETAa& ADD MASS OEC. TIM REN E NOTE 1.01A93OE9/Rv r 6ADDNOT 629107 0 '—libilI EXTERIOR ® 1/2" GLASS BITE EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS 1070 TECMVOLOGY DRIVE NOKOMIS, a34270 jar (SP9 54274 P 1/Ld6� A85 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOTES AND GLAZING DETAILS 7- ALUM. FRENCH DOOR & SIDE LITES, IMPACT saftlmt ee 83• Omegth F0101 1 I 1 d 10 11005-1 B 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 *complying w ue me O t g ZW 7 Miami Dade ?reeked Control 14 YM.el I • Llw.1 1 f R LCk"k,P.E PE 6'68712 SUVOtumt • • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • • • •••• • • • • • • •••• • • •••• • • • • • • • • •• •••• • • •• • •• • • • • •• •••• • • •••• • •• • •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • • • • •• • • • • • • • • • • • • • • • • • • •• ••• •• • • • • • • • • • • f • 2/17/07 27 3/4" 38 1/8" 36 3/4" O WDTH 36 3/4" XX WIDTH 4° 47 3/4" 51 3/4" 55 3/4" 5° 59 3/4" 5 4 63 3/4" 67 3/4" 6 71 3/4" 103/4" 123/4" 19" 21 3/4" 27 3/4" 361/8" 36 3/4" Rovarove A aemsur: J✓. DOORS wWTH GLASS TYPES A B, C OR D HEIGHT 6 793/4" +75.0 SINGLE SIDE LITES WITH GLASS TYPE A +75.0 +75.0 +75.0 SINGLE SIDE UTES WITH GLASS TYPES B, C OR D +75.0 +58.6 +51.7 +49.0 +43.1 +38.1 +75.0 +75.0 +72.4 +64.5 +52.9 +35.2 +34.0 -75.0 -75.0 -75.0 -75.0 7 +75.0 +75.0 +75.0 +74.9 -75.01+75.0 GLASS TYPES A, B, C OR D HEIGHT 6 793/4" -58.6 +54.9 -54.9 -51.7 -49.0 -43.1 -38.1 +34.0 -34.0 -75.0 -75.0 -72.4 -64.5 -52.9 -35.2 -34.0 7 +55.4 +51.8 +48.8 +46.2 +43.1 +38.1 +34.0 +75.0 +75.0 +68.5 +61.0 +49.9 +35.2 +34.0 -75.0 -75.0 -75.0 -74.9 -75.01 +75.0 -75.01+75.0 -75.0 I +75.0 -75.0 -65.4 -51.8 -48.8 -46.2 -43.1 -36.1 -34.0 -75.0 -75.0 -68.5 -61.0 -49.9 -35.2 -34.0 87 3/4" +75.0 +75.0 +71.4 +70.4 87 3/4" +52.4 +49.0 +48.1 +43.6 +41.5 +38.1 +34.0 +75.0 +75.0 +65.0 +57.8 +47.2 +35.2 +34.0 -75.0 -75.0 -71.4 -70.4 -52.4 -49.0 -46.1 -43.8 -41.5 -38.1 -34.0 -75.0 -75.0 -65.0 -57.8 -47.2 -35.2 -34.0 91 3/4" +75.0 +76.0 +67.6 +88.6 +49.8 +46.5 +43.8 +41.4 REVISED TASTE OBIENPRESSERES A1tOCAltIFIEDM@0 RBNA. VERSION 001113OIEGIASS TYPF8aN4MESPfONOTESS WNOTESS& +39.3 +37.5 +34.0 REVISE NOTE L 9 83 AOONOTATIONS TO TABLE IANDS REMOVING SIZE t PR IJRB/YI®AAUST.ALL ONO FOR TABLES Oats 82107 91 3/4" +75.0 +75.0 +61.9 +55.0 +44.7 +35.2 +34.0 -75.0 -75.0 -87.6 -88.6 -49.8 -46.5 -43.8 -41.4 -39.3 -37.5 -34.0 -75.0 -75.0 -61.9 -55.0 -44.7 -35.2 -34.0 8 - 95 3/4" +75.0 -75.0 +75.0 +842 +63.1 +47.4 +44.3 +41.6 +39.3 +37.3 +35.6 +34.0 +75.0 +75.0 +59.0 +52.4 +42.6 +34.4 +34.0 rQ70 TEC94OLOOYLNNVE NOXOMIS, FL 34873 P.O. BOx 1579 NORMS, P1. 34274 -75.0 -642 -63.1 8 ° -953/4" -47.4 -44.3 -41.6 -39.3 -37.3 -35.6 -34.0 GLASS TYPES A, B, C OR D -75.0 -75.0 -59.0 -52.4 -42.6 -34.4 -34.0 NOTES: ®1 GLASS TYPES: A. 3/8" LAMI (1/8° A, .090 PVB, 3/16" HS) 8.3/8" LAMI (1/8° HS, .090 PVB, 3/16 HS) C. 7116° LAMI (3/18° A. .090 PVB, 3/16" HS) D. 7116° LAMI (3/16" HS, .090 PVB, 3/16" HS) e 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. /_ MAX. OXIXO WIDTH = 73112° MAX. OXO WIDTH = 1091/2" MAX. XXO /OXX WIDTH = 107 3/4" MAX. 0X(0 WIDTH = 143 3/4" Pc T v0II* Batter 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. ® 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30° WIDE x 90° HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +87.6 / -67.8 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 381/2° SIDE LITES DESIGN PRESSURE _ +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.8 / -43.8 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 314" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 ! -43.1 PSF A6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL DESIGN PRESSURES 7•" ALUM. FRENCH DOOR 8 SIDE LITES, IMPACT •o LI101 x 2 . 10 I mrvie 11005-1 I B Approved ss 00Ph + " IH e Solids SW Data SOAP 9 Dads Product C�2'L 7/ Robert L Gmrk, P.E. PE 839712 Structural 3 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS • • • • APPROVED CONFIGURATIONS: X, MC, 0, OX, X0, OXO, XXO, OXX & 0)00 • • R DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) • • REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS •• •• • • 18DTH XX WIDTH • • • • • � 37 1/216 71 3/4" "" O WIDTH • • •• • • • • • • ' • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 3LE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX & 0)0(0 (TH LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION •• WIDTH 25 1/2" 27 1/2" 291/2" 31 1/2" 331/2" 351 /2" 37 1/2" IGLE 0 WIDTH E UTE • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • •• • •• • • • • • •• • • • • • • •••• • • • • • •• • • • • • •• ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • ••• ••• • • • • • • • • • • • •• • • • • • •• ••• •• • •• ••• • • •• • • • • • • • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • •• •• • •• 73 112° MAX. MAX SEE NOTE 4 O OR XO 1091/2" MAX. — MAX +SEE NOTE 3 M 3/4' SEE NOTE 4 OXO 71 3/4" MAX 24 9/18" MAX DLO (TYP) 383/4° MAX. SEE NOTE 4 —' G -- G times. X XX a9. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. • 2. FOR ORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND a • 9. SJQE-LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4° WHEN ASSEMBLED TO MAKE 'XO','OX','OXO' IOW', '0)0C AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 7C AND ')OC DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.648) (70C DOOR = DOOR WIDTH/24.079) 143 3/4° MAX. SEE NOTE 3 OXXO DOOR DLO HEIGHT = HEIGHT -11 3/8° A DLO WIDTH 7C = DOOR WIDTH- 1215/18° DLO WIDTH 30(' = DOOR W1DTH/2 -11 5/15° SIDE LITE DLO HEIGHT = HEIGHT -11 3/W A DLO WIDTH = WIDTH -3 1/8 38 3l4° MAX. SEE NOTE 4 , :epto^ with tom' °c < 0 l d ; ZO 4° C •) Road* FX Bobo r • Roams Fairborn OA• ®Very. CORRECT VERTICAL W O AND FOR M AAS ADO DLO FOFORBAS FOR DOOR NE SIVE4TEAOD DOOR DLO DU. IDEN7S'Y DEAD BO LT M®BPEODY 7 r ALT. 110 2" INA= Dar' W 21 /D 7 4070 TECWOLOOYDRIVE Ate, 1134275 P.O. BOX 1820 NOXOASB, R.84274 PT Vtslbly Be ELEVA77ONS TBLI ALUM. FRENCH DOOR & SIDE LITES, IMPACT arirnatablr Soft 'lam oarewria FDVI NTS 3 d 10 11005.1 F. B v 6 , ! • GJ Robert ( rk P.E. PE #39712 Structural • • • • • • • • • •• •• • • i E g MA E{ O m I \\ XAC7 \ � , / E - /XINACT, �E • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • •• • •• • • • • • •• • • • • • • •••• • • • • • •• • • • • • •• ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • ••• ••• • • • • • • • • • • • •• • • • • • •• ••• •• • •• ••• • • •• • • • • • • • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • •• •• • •• 73 112° MAX. MAX SEE NOTE 4 O OR XO 1091/2" MAX. — MAX +SEE NOTE 3 M 3/4' SEE NOTE 4 OXO 71 3/4" MAX 24 9/18" MAX DLO (TYP) 383/4° MAX. SEE NOTE 4 —' G -- G times. X XX a9. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. • 2. FOR ORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND a • 9. SJQE-LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4° WHEN ASSEMBLED TO MAKE 'XO','OX','OXO' IOW', '0)0C AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 7C AND ')OC DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.648) (70C DOOR = DOOR WIDTH/24.079) 143 3/4° MAX. SEE NOTE 3 OXXO DOOR DLO HEIGHT = HEIGHT -11 3/8° A DLO WIDTH 7C = DOOR WIDTH- 1215/18° DLO WIDTH 30(' = DOOR W1DTH/2 -11 5/15° SIDE LITE DLO HEIGHT = HEIGHT -11 3/W A DLO WIDTH = WIDTH -3 1/8 38 3l4° MAX. SEE NOTE 4 , :epto^ with tom' °c < 0 l d ; ZO 4° C •) Road* FX Bobo r • Roams Fairborn OA• ®Very. CORRECT VERTICAL W O AND FOR M AAS ADO DLO FOFORBAS FOR DOOR NE SIVE4TEAOD DOOR DLO DU. IDEN7S'Y DEAD BO LT M®BPEODY 7 r ALT. 110 2" INA= Dar' W 21 /D 7 4070 TECWOLOOYDRIVE Ate, 1134275 P.O. BOX 1820 NOXOASB, R.84274 PT Vtslbly Be ELEVA77ONS TBLI ALUM. FRENCH DOOR & SIDE LITES, IMPACT arirnatablr Soft 'lam oarewria FDVI NTS 3 d 10 11005.1 F. B v 6 , ! • GJ Robert ( rk P.E. PE #39712 Structural • • • • • • • • • •• •• • • //r -IE 1 o i E g I IL \ //r ` / E X • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • •• • •• • • • • • •• • • • • • • •••• • • • • • •• • • • • • •• ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • ••• ••• • • • • • • • • • • • •• • • • • • •• ••• •• • •• ••• • • •• • • • • • • • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • •• •• • •• 73 112° MAX. MAX SEE NOTE 4 O OR XO 1091/2" MAX. — MAX +SEE NOTE 3 M 3/4' SEE NOTE 4 OXO 71 3/4" MAX 24 9/18" MAX DLO (TYP) 383/4° MAX. SEE NOTE 4 —' G -- G times. X XX a9. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. • 2. FOR ORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND a • 9. SJQE-LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4° WHEN ASSEMBLED TO MAKE 'XO','OX','OXO' IOW', '0)0C AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 7C AND ')OC DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.648) (70C DOOR = DOOR WIDTH/24.079) 143 3/4° MAX. SEE NOTE 3 OXXO DOOR DLO HEIGHT = HEIGHT -11 3/8° A DLO WIDTH 7C = DOOR WIDTH- 1215/18° DLO WIDTH 30(' = DOOR W1DTH/2 -11 5/15° SIDE LITE DLO HEIGHT = HEIGHT -11 3/W A DLO WIDTH = WIDTH -3 1/8 38 3l4° MAX. SEE NOTE 4 , :epto^ with tom' °c < 0 l d ; ZO 4° C •) Road* FX Bobo r • Roams Fairborn OA• ®Very. CORRECT VERTICAL W O AND FOR M AAS ADO DLO FOFORBAS FOR DOOR NE SIVE4TEAOD DOOR DLO DU. IDEN7S'Y DEAD BO LT M®BPEODY 7 r ALT. 110 2" INA= Dar' W 21 /D 7 4070 TECWOLOOYDRIVE Ate, 1134275 P.O. BOX 1820 NOXOASB, R.84274 PT Vtslbly Be ELEVA77ONS TBLI ALUM. FRENCH DOOR & SIDE LITES, IMPACT arirnatablr Soft 'lam oarewria FDVI NTS 3 d 10 11005.1 F. B v 6 , ! • GJ Robert ( rk P.E. PE #39712 Structural • • • • • • • • • •• •• • • HEAD L. F ZONE "C" I <' I. SILL ZONE 'C° SEE TABLE 3., SHT. 9 0 T4ZONE �20N —4 -ZONE ~ SEE TABLE 7., SHT. 10 NOTES: HEAD HEAD I ZONE 'D'IZONE °D" I SILL I SILL ZONE 'D' ZONED" SEE TABLE 4., SHT. 9 L• SILL I SILL SILL I I ZONE "D't ZONE 'F' ZONE SEE TABLE 7., SHT. 10 1. HEAD I ZONE °E° I__ SILL ZONE E" SEE TABLE 5., SHT. 9 O 0 HEAD HEAD ••• • 1 'D'IWANE°V I • •• ® • •••• • • • •••• XO OR • •• • • ••••• OX • • �- • ••• •• • • • • • • • • 'ZONE'D' t ZONE E "� SEE TABLE 8., SHT. 10 HEAD HEAD HEAD HEAD en HEAD HEAD HEAD I ZONE *D" ZONE —t-ZONE t- ZONE 4-- zo zoNH E "P , SILL SILL r ZONE - t— ZONE'F° 1 ZONE "F'� E � SEE TABLE 7., SHT. 10 •• • • • • • 1. APPROVED ANCHOR TYPES ARE: 1.1/4' ELCO TAPCONS 2.1/4° ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE O)O(O ANCHOR LAYOUT ON SHEET 10., JAMBS (ALL): 131/4° MAX. FROM CORNERS AND 231/8° MAX. O.C. • HEAD & SILL OF DOORS: 8° MAX. FROM CORNERS, 9' MAX. FROM ASTRAGAL CENTERS AND 20 7/8° MAX. O.C. • • • • • • • HEAD & SILL OF SIDE LITES: 8° MAX. FROM CORNERS AND 24 3/4° MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEETS 9 AND 10. • • •• • • • t•• • • la •••• • N •••• • • • • •• •• • • • • • • • • • • •• • • • • • • • • • ••• • • • ••P/•w. - VIM Se • • • Rai a 1E49141144 •w• u z zoo 140AB Miami Dade Product 1447 I. L•H� - • Amodio FX Amod Br FX Oft 4/2117 Bsoeo F.K Den 1113107 aroma, R 8 Amdllme A 44.444• J.J. e21AN0E 977OR 7fD'ANCHOR S:WEFROM C' 70 ff ADD INAMPLEANCHOQ LAYWTF&F. T080782 Dar ?28107 1070 ,E(58 L00YOH NE NOMADS, FL 91715 P.O. BQX IR0 NOK0!013, F. 94274 P+GT YWbly &28 r ANCHORAGE, CONFIOIIRAAONS 0 • • • • ALUM. FRENCH IBS - NTS srrea�o- F 0101 DOOR 1.SIQE ,1VOO'4 r 8 d 1 I now" 110 B e 47 • • • • • • L•qm a P.E • PE 289712 So :WM • • • • • • • • • •• •• • • ••• • • • • ••• • • • • • • • ••• • • • • • 0 • • • • • • • •• •• • ••• • 0 • ••• •••• • • • • • •• • • • • • • ••• • • • • • ••••• • • • • • • •• •• • •• • •• • • • • • • •• •••• •••• ••• • • • • • •••• • • ••• • • •••• • •• • • •••• • • • ••• • • • • • • •..'•• ••■• • • • •• ••• • • • • • • •••• • • •• ••• 11 • • • •• ••• • • • • • • • • • • •• • • • • • • . • • . • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .. 0 J L • v •♦ ▪ • I • • I•. •• • • FJC EXTERIOR MAX DLO ORR • Rovible Rststas swam JJ. MAX. DOOR HEIGHT 1489 INTERIOR EXTERIOR MAX. D LO DOOR SECT. A-A SL SECT. B-B VERTICAL VERTICAL NOCHANGE7HB T. 9NDWDOUSLE WWtOWHEADSECIIONATOORNERAedSFAELY Ey21/a7 ram TEMILLOOY DRIVE A90KOMP9., FL 8427I P.O BOX 1529 MQKOA.$, FL 89274 MAX. SIDE LITE HEIGHT Pc GT Viably Batter INTERIOR SL VIEW G -G CORNER ASSEMBLY EXAMPLE ELEVATIONS tale ALUM. FRENCH DOOR & SIDE LITES IMPACT Fowl I lax 4 w 10 � 11005.1 B Approved a complying with the Florida Wading Code Mee ®r7 18 , O NOAW d 7¢'. u Miami Dade Preru daet Coatrel W° 7 � .1 I. 0,000 P4c 4.000 t400 �1750H �1.7 1 DOOR PANEL DOOR PANEL TOP 30 8083-T5 6083-T5 RAIL 31 6083 -T5 1.600 �''� 3.655 3.111 J r126 _ .750 660 R 1 .060 t FILLER H 6083 -T6 3 .000� 1.272 1 .050 O FRAME HEAD 6083 -T6 .050 .079 1.489 3.000 11 OUTSWING THRESHOLD 6083 -T6 4.100 6.085 TRUSS CLAMP 6083 -T6 6.459 4.100 60 SL HEADER 6083 -T6 DOOR PANEL INTERIOR ASTRAGAL 6083 -T5 .683 .806 h.— .050 61 SL SILL 8063 -T6 4.875 DOOR PANEL 45 EXTERIOR ASTRAGAL 6083 -T5 4.688 3/18° GLAZING BEAD O 5/8° GLAZING BEAD 6083 -T6 76 6083 -T5 5.212 .688 • •• DOORFRAME JAMB 6063 -T6 890 .060 3.000 SL JAMB 6063 -T6 SLl11MAER • $6 ADAPTER 6063 -T6 ▪ .. • . •••• • • • .050 1.620 • ..u(..• • • . • • WEATHER • • *STRIP CH/MICRO • 6983-T6 • • •• 126 • • • •• 32 HINGE 6063 -T5 375 • 1V ••• AEnms r complying with dig 2 m rj' 7 4 ND34 aaa OM A frT - .��{{ Mlaml Deck Product Coobgl sl I. UR4,�1— use asc Eraser 4277 ADD TO/IEM20 m® FJC o • /15M7 waeIkne a uecme,e J.J. UPDATED 170160 70 DOUBLE HOLLOW ftft 2 10707ECHNOLA6YORM NO.4086, PL 30275 P.O. BQX ICS NOKCM IS FL 34274 P ST EXTRUSION PROFILES • • ••• •• • . ALUM. FRENCH DOOR & I4E iS, NOOK I�P • e mo 161 d 17 I 114206.2 B • • • • •-. .: P/C P.E. PE 03#712 Strua[wul • • ••• • • • • ••• • • 8 • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• t all • • • • • •• • • • • • • .• • • • • • • •••• • • • •••• • • • • • • • •••• •• • •• • • • • • • •• •••• • • ' • • • • •••• ••• • • • •••• • •• O••• • • • • • •■• • • • • • • • •••■ •• • •• • • • • • • • •• • • • • • • •• ••• •• • • • • •• ••• • • • • • • • • • • •• • • • •.• •••• • • • • •••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • •• •• ••• • • • • • ••• • • • • • • • e •• • • • •• • • • •• • • • • •• • • • • •- L MAX. DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) EL SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) 7C SECT. D -D HORIZ. SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY MAX SL WIDTH -+I INTERIOR EXTERIOR MAO DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) App,aved as complying with the Florida Date G°AI 1 Cad NOM Miami Dade Ptudmet II wtml • w•ee/a EX • WIC aft • 00. • 0011 • WPM Rearm Neater A er Ho semi 07S WE UW.708E0100 0EA'BHYtiE141EU sEur. FF. n1/07 f070 TEGe4W.00YDMVE NOKOMIS, FL31275 P.O. SOX 1179 NOKr FL 31270 VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE Lt TES, IMPACT 5 d 10 Omega 111 I e Shootvrol 4 fir '! RobeRL w1t,P.E. PE #38712 ITE 4 DWG # POT# 1 94313 80411 2 1010 3 7070 4 955 6 938 8 958 7 8 995 9 998 10 952A 11 11000 611000M 12 1670 13 11004A 611004M 14 11001A 411001A 15 11002A 411002A 18 11003A 411003A 20 915D 21 1010 22 6808 23 1140 24 1048 25 26 31 32 33 34 35 38 37 39 40 41 42 43 44 45 46 47 48 49 50 51 52 63 54 55 FJL FJC FX 930 1118 7070 910D 811E 917 1178 913A 1130 990 914A 997 1023 928 1145 1212 9838 9848 1213 929 1139 982 930 497101 V1&97 60300 67070K 7955X 7938X 7986A 70995 70996 6533016 671670 60380 60300 66808M 1048 IN 71 67070K 6910 6911 7FRMO 71058FP W,B 60376M 6TRODA 7990NUTA 60379M 7834FPT 70997 679240 41720 78X12FPAW 7P3000 8983 6984 60200K 74UBLOK 7634F FD2PTAY 6R180FS 41721 931 1118 957 1118 7FRSPX 710X34PFA 70957X 710X34PFA ••row B A 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 7832X12FPXP 08-32 X.500 PH. FL MS - S.S. W/SIUCONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) FRAME JAMB (OUTSWING) WSTP.,Q -LON .190 X.376 HIGH 130-3/4X650 TUBE MULL 1981 -T5 78X112PSATS #8 X 1.500 PH SQ A T/S JAMB SCREW COVER CAP STRIKE PLATE INSERT #10 X.750 PH. FL. SMS DOOR EL SIDE RAIL (OUTSWING) #10 X.625 PH. FL S TRUSS CLAMP #8 X.78 PH. FL MK WSTP., .187 X.280 HIGH FNSEAL GASKET (BETWEEN PANEL HEAD/SILL & PANEL S 8/16.18 THREADED 6118 -18 FLANGED HEX NUT WEATHERSTRIP CHANNEL SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) #8 X.500 PH FL SMS TYPE BDS SILL DUST PLUG (INACTIVE PNL) DOOR PANEL ASTRAGAL 1 (OUTSWINO) DOOR PANEL ASTRAGAL 2 (OUTSWING) WSTP.,Q -LON .190 X.200 HIGH LOCK SUPPORT ASSY. (41707 & 41708) #8 X.750 PH. FL SMS 2 PT. LOCK ASSY. RUBBER SLEEVE STRIKE PL INSERT (INACTIVE PANEL) DEADBOLT STRIKE PLATE #10 X.750 PHFLSMS HANDLE STRIKE PLATE #10 X.750 PH FL SMS • rtes IQl[ EA MOLT ARO 'NACRNHFM®.OhlrTO,IBI4L REV/ 8011 MRfiY.LFIrtR70O 2128107 A 10707EC•lOWCA'MAC P.O. WIXOM 12.3678 Norma asan ITEM DWG # PGT# 80 9200 89200 61 62 63 64 65 86 67 70 71 74 75 76 92 84 100 101 102 103 998 7998 921D 6921 916B 80381 1165 781PQA 891 7999 934A 61641M '712853K 989 4048 4057 1224 1100 41108A OFF -THE SHELF HINGE ASS 1D) 71287K 6989 644842 64057 84888 988 BEAD, SIDE UTE INTERIOR • BULB, THICK (USED IN ALL E7RUDEQ BEAD) • • • • GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 6TP247 DESCRIPTION SIDEUTE HEADER • • • SIDELITE SILL • • • • SIDELITE JAMB #8 X 1.000 QUAD PN. SMS • • HEAD GASKETS (STOCKING #7138). • SILL GASKETS (STOCKING #7,9199).. SIDELITE JAMB ADAPTER • • #12 SHEET METAL SCREW SETTIING BLOCK, 3132° X 1/4° X•IIPW/PSA SETTING BLOCK, 1/18" X 1/7 X;%'g A BEAD, 3/16° BEAD, 3/16° (FOR GRILL KIT) ' _� • • • BEAD, 5/7 IG GLASS, 3/18° TEMPERED 'GLASS, 517 1.G., 3/16" TEMPERED, AIR SPACE, 3/16" TEMPERED ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) DEAD BOLT LOCK .604 -H f.-- 380 13 OUTSWING THRESHOLD CHANNEL COVER 6063 -T8 .126 O REINFORCEMENT 8083 -T6 1.000 Mvgd e +ditb iNta NOAH es. UMW Dade cue6rd •• • • • • • • • •• • • • • •• • • • •• a.ete� • • • • • • • PARTS LIST & MISC. E T f JSJONS • • w ALUM FRENCH DOOR & Sift 117t$, 1+7O41A4'A0T am. ar• • ••• t..• H►• • F0101 1/2 B a 11 I 11005.2 B • • • • •• •••• • • ••• • • •• • • • • • • •••• • • •••• • • • • • • •• • • • • • • • • • ▪ • • • • • •• • II • • ••• •• • • • • • • • • • •• • • • • ••• • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• •• • • • ••• • • • • • • •• • • •• • • • •• -•• • • • •• • • • • • • •• • • • • • •• •••• • • • • • • • ••• •••• • • •• • • • • ••• • • • • • • • • • ••• • • • • • • • •• • • ••• • • • • • •••• •• • • ••• ••• • ••• • • •• • • • • • •• • •• • • • • • • • • • • • • • •• ••• •• • • g1 9 20 22 L1 943B 1010 7070 955 938 968 995 996 952A 11000 1670 11004A 11001A 11002A 915D ® 1 1 1140 1048 :u y, 60411 60300 67070K 7955X 7938X 7832X12FPX 70995 70988 8533018 811000M 671870 611004M 411001A 411002A 411003A 60380 60300 88808M 78X112PSATS FRAME HEAD WSTP.,Q -LON .190 X.375 I-IIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRIKEPLATE FRAME • a STRIKEPLATE BACKING PLATE #8.32 X .500 PH. FL MS - S.S. W /SILICONE PATCH GASKET (BE1WEEN THRESHOLD & FRAME JAMB) GASKET BE1WEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) OUTSWING IHRES OW CHANNEL COVER ACETAL SPACER .085 (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 X0.650, 6061 -T5 #8 X 1.600 •H8QAT /S JAMB SCREW COVER CAP TEM DWG # 25 930 41721N 38 1111# 94 ; Reeder me • •• • • • • • • • • • • • • • • •• PGT# try DESCRIPTION STRIKE PLATE 28 1118 710X34PFA #10 X.750 PH. FL. SMS 27 7070 67070K BULB WEATHERSTRIP .187 X .300 HIGH 30 910D 8910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 8911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,8 #10 X.825 PH. FL SMS 34 913A 60378M TRUSS CLAMP 35 1130 STRODA 5/18.18 THREADED ROD 36 990 7990NUTA 5/18 -18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 7834FPT #8 X.75 PH. FL TEK 39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) 40 1023 879240 WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 78X12FPAW #8 X.500 PH FL SMS TYPE BPS 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL) 44 9838 8983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 9848 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 48 1213 60200K WSTP.,Q -LON .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634F 118 X.750 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 BR180FS RUBBER SLEEVE 41721 STRIKE PL INSERT (INACTIVE PANEL) 112 1 7FRSPX DEADBOLTSTRIKE PLATE 710X34PFA #10 X .750 PH FL. SMS 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL SMS ITEM 60 61 62 83 64 85 88 87 70 71 72 73 92 93 94 95 96 97 08 102 103 DWG# 9200 9210 91613 1155 998 999 934A 4222A 988 986 ••• • ••• ••• • 1070 TECHNOLOGY -�- • • • . • FX B CM f. NWWN� F1.34275 • • • • NO ETHSSNEE • • • • • • • • .. M1DfIBtt Gi0EM BOLT AND V•fLTlYEFANF9.OM.Y'TONFlI41. G.O. 9FL • • • • T; FL 342 74 Healy Better 7111907 J.J. 829/07 PGT# 6920D 6921 60381 781 PQA 7998 7999 81641M 712653K 71287K 84222 8988 64988 8TP247 1224 BULB, THICK (USED IN EXTRUDED GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/18" HS GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/18" HS GLASS, 7/18" LAMI - 3/18° A, .90 PVB, 3/18" HS GLASS, 7/18" LAMI - 3/18" HS, .90 PVB, 3/18" HS 11006A 141108A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) OFF -THE SHELF DEAD BOLI'LOCK ^ � U U 13 OUTSWING THRESHOLD CHANNEL COVER 8083 -T6 7- DESCRIPTION SIDELITE HEADER SIDELITE SILL SIDELITE JAMB BEAD, 7/18" BEAD, 3/8" BEAD, INTERIOR 2.750- ] .850 - "I 26i as TUBE MULL 8083 -T5 PARTS LIST #8 X1.000 QUAD PN. SMS HEAD GASKETS (STOCKING #70998) SILL GASKETS (STOCKING #70999) SIDELITE JAMB ADAPTER #12 X 1.000 SHEET METAL SCREW SETTING BLOCK, 3/32" X 1/4" X 1" W/PSA SETTING BLOCK, 1/18" X1/2° X 1" W /PSA 1.000 BEAD) ALUM. FRENCH DOOR & SIDE LITES, IMPACT 1/2x 6 d 10 1 �� 11005-1 B Approved as comp,tng MNh die Florida um , C od, NOM Miami Dade Product control BY ). (• L park. P.E. PE 439712 Sm aunt Read Op Dar PJC SOW rbadep Debt PX 4P m FJ C 1/16/01 MAX. SL WIDTH DLO MAX x WIDTH MAX. DLO 3/q• SL/DOOR SECT. E -E HORIZ. B NOfl48SKEET Ka•em CORRECT MIS 112 AND ROD OEMS4, SAND 49 (LOCK C140•7417010 Moctod bate JJ. 7/1&01 IOC SECT. C-C HORIZ. %' SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 8, 8 AND 10) NOTE: FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2, SHEET 1. ITEM 22 IS NOT REQUIRED WITH COMBINATIONS FROM TABLES 1A AND 2A, SHEET 2. 1070 TECHNOLOGY DRIVE NOKOMI$ FL 34275 P.O. SOX MB NDKOM01, R 34874 VWbly Awn. DLO Approved as complyl08 � B4 o�1007 740A0 O7- 42v4,1 ; ' f Miami D Product gloat I . eig 5 14• h - MAX. SL WIDTH ---j F0101 MAX DLO • • • • • • • • • • •• •• • • • • • • • INTERIOR • EXTERIOR • • • • • • ••• • • • • B • • • • ••• • • • • • • • • •• • • • • .. . • • • 0- ---- •• • • • SL SECT. F -F • • • • • • HORIZ. (STAND - ALONE) d �j VERTICAL SECTIONS • • i • s • • • • A LUM. FRENCH DOOR & $?D ' LAS, 40NrIa AgT : • lL �.E PE 12 Structural moa mr• 1/2 5 or 11 11x2 • • • • • • • • • •• • • • • ••• • • • • ••• • • • • • ••. • .... • • • • • • • • • • • • . • • • • •••••• • • •0 • • • • • • • • • • • • • • •• •• •• • • •••• • .• • • • • • •• • •• • • • • • • •' • • • • •••• • •••• • • • • 4 • • • • 0 • • • i•1• • • • • • •a• • • • • • •• • • • ••• •• • • • •• ••• • • • • • • •• • • • • •1 S • • • • ••• • • • • • • • • • •• • • • • • r 11 • .• • 1 • • DOOR PANEL 3Q TOP & BOTTOM RAIL 8063 -T5 4.000 �3.000 I� II 0 1.479 .050 O FRAME HEAD 608376 .050 079 1.489 • •488 { 7,ej • f L� •• • • 3.000 —•-I OUTSWING THRESHOLD 8083 -T6 oat • DatwNt ?l�J87 Rosa. a A thaw 0; JJ. 4.726 4.00 J 1.760—w- (44 9 DOOR PANEL INTERIOR ASTRAGAL �. % 6063 -T8 1 r .1251 1 DOOR PANEL SIDE RAIL 808378 6.085 .750 7 TRUSS CLAMP 6063-T5 SL HEADER 6063 -T6 NDCHAN ETIOSSHE T: ALO'0001t 70 moms G L A S S BED 0 1 K TO AWS 50.81.44. 48 a 01 811/07 �--►� 1"* .050 .683 3.100 I 316" GLAZING BEAD 806345 1070 TECRIOLOOYDRIVE NM:4M FL $4275 P.O. Beg ISO NOKOWS a $ 4274 4.675 61 SL SILL 8083 -TS F2,4c;r BecaY DOOR PANEL 45 EXTERIOR ASTRAGAL 6063-75 5.212 72 7116° GLAZING BEAD 6063-T5 3.000 �-- 1.678 --- -+� .890 62 SL JAMB 6063-T6 SL JAMB 66 ADAPTER 6063-76 r-1.4801 DOOR FRAME, 20 JAMB 6063 -T6 050 3.000 - 130 2.980 050 EXTRUSION PROFILES 7- ALUM. FRENCH DOOR & SIDE LIES, IMPACT ads FD18 112x �7 0 10 11005 -1 B . HINGE 6063-75 1.620 .vw .250 h- WEATHER 37 STRIP CHANNEL 6063 -75 0.375 .125 Approved as cong4log with the Florida Code Dare of Ito NOM! — MlamI Dade un By • • ssass• 4.628 ••...• •••••• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • DOOR SECT. A A VERTICAL rtn MAX. SIDE LITE HEIGHT SIDE LITE (SL) SECT B -B VERTICAL •• - • • • • • • •• •• •• • • •• • • ••• • • •• SL VIEW G-G CORNER ASSEMBLY • • • Flares Pate MA. M Dude Product • • • • • �.•. • • •• • IMQRIOR • • • • • • • • • •• • •••• • • •••• • CLEAR COLORED SEALANT • • ••• • •••• • • • • • • . • - - . • - - • • • • • • • • • • •• • • • • • • • • • a.aer FA FX cry: FJC Dar Dew 7 �107 H6G7 firdskAA Awaits e A inrard•, J.J. NOMfANGE8 T103REST COSMO MEMMINSUIERSIRIP S WOO'SKa/00TO DOUBLE HOLLOW ROD MU. HEAR ITDIM law I 1010 TEpHNOLOGYORME NOWA 8.34275 P.a BOX f529 NOKOMIS, R. 34271 GT: OE VWb4 Better EXAMPLE ELEVAT/ON3 • • ••• •• • ALUM FRENCH DOOR & $1a Lam$, ISDN 4'AC`T FOI01 1/2 ae.e • 4 d 11 I � • 11005-2 B • • • • • • • • L elark, , P.E. • PE X12 Structural • • • • • • • • • •• ♦• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • •• •• • ••• • • • ••• • • • •' • • • • • • • • • • ••• • • • • ••• 1/•• • • • •• • •• • •••• • •• • • • • • •• •• • • •••• • •• • • • • •••• • • •• •• •11 • • • • • • • •• ••• •• • • • • • • • • • • • •• • • • • • •• •• • • • • • • • • • • • • • • •. • •• • • • ••• • ••• •••• • •••• • • • • • • • • •• • • • • • • • •• • • • • • • • •.•• • • • • ** • • • • • • • Y • • • • • • • • • • • • • • • •• 4 • • •• •• • • • SILL ZONE °C° SEE TABLE 3., SHT. 9 HEAD HEAD 1-ZONE -4—ZONED"F"�ZO1 OXO � "F°�Z SILL , ONE SEE TABLE 7., SHT. 9 • NOTES: t ZO EN °C° Dew • ••e t. 1 4 irou • n Redeem Aosta A Gtlr1eF JJ. "E" HEAD ZONE 'D °hZONE "D" I SILL � SILL ZONE "D° ZONE "D" SEE TABU SHT. 9 NO CHANGE TIOSSHEET. ONYNEMOOR ANOIORZONE FROM CTO D: AODANOOR TYPES 70 SOLUTION HEAD _ HEAD HEAD I ZONE V° 1 ZONE "F" -4 <OOR OXX SILL _I__ SILL - 4 -ZONE - t ZONE 13" ZONE 'F" E° SEE TABLE 7., SHT. 9 1070 TECHNOLOGY DRIVE NOKO6M3 FL 34875 P.O. SOX 1S4B NOXOMIS R.31274 HEAD ZONE 'E°� O HEAD HEAD ZONE "D° tZONE °E°t XO OR OX ZONE *E" ZONE "D° f ZONE "E" ' $E SEE TABLE 5., SHT. 9 TABLE 6., SHT. 9 BGT Umbb &axe HEAD t- Z - ZO,NE ± rZE-t -- ZONE °F°�ZONE °F"� SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4'H UNIT. 71 3/4"W 90C DOOR WITH 19°W SIDE LITES (SEE SOLUTION ABOVE) 0. APPROVED ANCHOR TYPES ARE: 1. 1/4' Finn IAPCONS 2. 1/4° ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS • :.ARqHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE 0)0(0 ANCHOR LAYOUT ABOVE. • WARS (ALL): 131/4° MAX. FROM CORNERS AND 231/8' MAX. O.C. • • *MAD & SILL OF DOORS: 8° MAX FROM CORNERS, 9° MAX. FROM ASTRAGAL CENTERS AND 20 7/8° MAX. O.C. HEAD & SILL OF SIDE UTES: 8° MAX. FROM CORNERS AND 24 3/4° MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Road* H. • •F.K IPSO ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT FO101 sae NTS 1 10 I 11003 -1 I B EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. w 0 PLUS; B. 71 3/4" x 83 3/4° XX DOOR ZONE "F° ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. APP^ ".' ea remp ? with lb Mai & Wallin Cyr Date dGT ($ 107 NOAH G7^ 624'.ff Miami Dade Padua CaN�d • • • • • • • • • •• •• JAMB ZONE 1r JAMB ZONE "A" JAMB ZONE "A" JAMB ZONE "A" 1 / , { JAMB ZONE B'f OXXO { JAMB \ ter Y Y • • • •' • • • • • • • • • • ••• • • • • ••• 1/•• • • • •• • •• • •••• • •• • • • • • •• •• • • •••• • •• • • • • •••• • • •• •• •11 • • • • • • • •• ••• •• • • • • • • • • • • • •• • • • • • •• •• • • • • • • • • • • • • • • •. • •• • • • ••• • ••• •••• • •••• • • • • • • • • •• • • • • • • • •• • • • • • • • •.•• • • • • ** • • • • • • • Y • • • • • • • • • • • • • • • •• 4 • • •• •• • • • SILL ZONE °C° SEE TABLE 3., SHT. 9 HEAD HEAD 1-ZONE -4—ZONED"F"�ZO1 OXO � "F°�Z SILL , ONE SEE TABLE 7., SHT. 9 • NOTES: t ZO EN °C° Dew • ••e t. 1 4 irou • n Redeem Aosta A Gtlr1eF JJ. "E" HEAD ZONE 'D °hZONE "D" I SILL � SILL ZONE "D° ZONE "D" SEE TABU SHT. 9 NO CHANGE TIOSSHEET. ONYNEMOOR ANOIORZONE FROM CTO D: AODANOOR TYPES 70 SOLUTION HEAD _ HEAD HEAD I ZONE V° 1 ZONE "F" -4 <OOR OXX SILL _I__ SILL - 4 -ZONE - t ZONE 13" ZONE 'F" E° SEE TABLE 7., SHT. 9 1070 TECHNOLOGY DRIVE NOKO6M3 FL 34875 P.O. SOX 1S4B NOXOMIS R.31274 HEAD ZONE 'E°� O HEAD HEAD ZONE "D° tZONE °E°t XO OR OX ZONE *E" ZONE "D° f ZONE "E" ' $E SEE TABLE 5., SHT. 9 TABLE 6., SHT. 9 BGT Umbb &axe HEAD t- Z - ZO,NE ± rZE-t -- ZONE °F°�ZONE °F"� SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4'H UNIT. 71 3/4"W 90C DOOR WITH 19°W SIDE LITES (SEE SOLUTION ABOVE) 0. APPROVED ANCHOR TYPES ARE: 1. 1/4' Finn IAPCONS 2. 1/4° ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS • :.ARqHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE 0)0(0 ANCHOR LAYOUT ABOVE. • WARS (ALL): 131/4° MAX. FROM CORNERS AND 231/8' MAX. O.C. • • *MAD & SILL OF DOORS: 8° MAX FROM CORNERS, 9° MAX. FROM ASTRAGAL CENTERS AND 20 7/8° MAX. O.C. HEAD & SILL OF SIDE UTES: 8° MAX. FROM CORNERS AND 24 3/4° MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Road* H. • •F.K IPSO ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT FO101 sae NTS 1 10 I 11003 -1 I B EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. w 0 PLUS; B. 71 3/4" x 83 3/4° XX DOOR ZONE "F° ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. APP^ ".' ea remp ? with lb Mai & Wallin Cyr Date dGT ($ 107 NOAH G7^ 624'.ff Miami Dade Padua CaN�d • • • • • • • • • •• •• JAMB ZONE 1r JAMB ZONE "A" JAMB ZONE "A" JAMB ZONE "A" 731/2 °I MAX MAX —"- -5EE NOTE 3+f-•-- 6 -- SEE IrE SEE NOTE 4 _ "�� SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 —r 37 1/2" �A A 71 3/4" MAX 95 3/4" MAX 0YR) 84 we MAX DLO (TYP.) NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 11. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6. 3. SIDE LITES OVERLAP X AND'XX' DOORS BY we WHEN ASSEMBLED TO MAKE '0X0' AND'OXXO' CONFIGURATIONS. 4. SEE TABLES 1, 1A, 2, AND 2A ON SHEETS 1 AND 2 FOR APPLICABILITY OF REINFORCEMENT FOR DOOR AND SIDE LITE CONFIGURATIONS. 6. CLEAR OPENING FOR 'X' AND )OC DOORS AS FOLLOWS: (X DOORS = WIDTH - 6.846) (7OC DOOR = DOOR WIDTH/24.079) 4 68. SIDE LITE DLO WIDTH = SIDE LITE WIDTH • 31/4° SIDE LITE DLO HEIGHT = SIDE LITE HEIGHT -11° 0)00 ACT. .9i complylag co addle, o u A 200/ PIGAS *Iliad Dade Product&ACM 1DAtdly4y 8yJ T4A I uHtr.L. •• • • • • • • • • • • • •3�66pp3y/4�" • ••--° • , • NOTE 4 • • • • • • • • • • •• 15314" • MAX.• : • �• ••• • • Mod* bat RAW* Dee FA 6207 Ras 1BF L1det FA •.177 name).' Dee FJC 1/1&07 J.J. Freskas RsolAre WEIM YWADBOLT,ADO NOTEB,Ak® BPEOFT WALT. AND 7PWALT PdMIFYROW/BOLTAIm2Pf. LOCK=A7>OlIS. REM:SP WL OF V& V SECT. ARROWS. AOO NOTES 4AND oat 2/18!07 1mB TECHNOLOOV ERNE WAWA R 34278 P.O. BOX 1618 1 .R 01214 ••• •• • . - ALUM. FRENCH DOOR & IDS LIME 117OR.M4ACT EXAMPLE ELEVATIONS • • • FD101 Scebr NTS eea • 3 & 11 •••4. 11t�2 • m.• B • • • • •• • L. Q.ak,% E. • PE 43012 Structural • • • • • •• • • • • • • • • • • ••• • • • • • • •• •• • • • • • ••• • • ••• • • • • • • • • •• • • ••• • • • • • • • • • • • • • • • •••••• • • • • ••• • • • • • • • • • • • • • • • • • • • •• • ...• • •••• • •• • • • • • •• •• • • •••• • • • • • ••• •• • 0 •••• IVO fa • 0 • • • • • • •••• •• • • •• •• ••• • ••• •••• • •••• • • • • • • • • • • •• • • • • ••• •• • • • • •• • • •. • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • TABLE 3. X DOORS • m � X 5 2 5 2 5 2 5 2 8 2 6 2 52 5 2 6 2 6 2 6 2 6 2 6 2 8 2 6 2 6 2 6 2 8 2 8 2 7 2 8 3 8 3 8 3 7 3 7 3 6 3 6 3 6 3 7 3 7 3 6 3 8 3 7 7 3 3 x 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 10 8 8 8 10 10 8 8 8 10 10' 8 8 4 4 &ASS TYPES ANCHOR 'TYPE • *SUBSTRATE DOOR WIDTHS •0 X - 26.60 • • TO 37.50 0 • WIDTH x HT. 0.50 x 79.75 • 83.76 87.75 91.76 95.75 27.50 x 79.75 83.76 87.75 81.75 95,75 29.60 x 79.75 83.76 87.76 91.76 85.78 31.50 x 79.75 83.75 87.75 91.76 95.75 33.50 x 79.78 83.75 87.76 91.75 95.75 35.80 x 79.76 83.75 87.76 91.75 • • • 1 95.75 437.50 x 79.75 • • • 433.75 • • • 87.75 91.75 96.75 7 mo ney f2s* F.K 26?2/07 A, 6, C. 0 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 10 4 10 4 RNY6se fitialaar A ( 1,2 CONC LOAD ZONES 3 10 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4_2 4, TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES A, 8, C, D A.NCHOR TYPE S1RA1E 23, WOOD 1,2, CONC DOOR WIDTHS '70C' - 47.76 TO 71.76 WIDTH x HT. ;f 47.76 x 79.76 83.75 87.75 91.75 95.75 51.75 x 79.75 83.76 87.78 91.75 96.76 4 6 5 5 5 5 6 5 5 8 55.75 x 79.75 5 83.75, 5 87.76 6 91.76 6 95.75 6 59.75 x 79.76 5 83.7. 5 87.75 6 91.76 6 95.75 6 63.75 x 79.75 6 83.76 6 87.76 8 91.75 6 95.75 7 67.75 x 79.75 8 63.75 6 87.75 6 91.75 7 95.75 7 71.76 x 79.75 6 83.76 8 87.75 6 91.78 7 95.76 7 LOAD ZONES 3 4 4 4 4 4 4 4 4 4 4 4 4 4 5 6 5 5 5 5 5 8 5 8 6 5 5 6 6 5 6 5 8 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 8 10 8 8 8 10 10 8 9 9 10 10 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 m 1 2 2 2 2 2 2 2 2 2 3 2 2 2 3 3 2 2 3 3 3 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 6 8 3 3 3 3 3 3 3 3 3 6 3 3 3 5 5 3 3 6 6 5 3 6 5 5 6 5 5 5 6 5 5 6 NO CHANQEflW 60E17. ADD'ALBOI/SE W/TABIE6 TO TABLE4. 17. CHANGETABLE1, HEAD ZONE 2° 70 PAND001J101 ROOM= ADD IMF TI ANCHOR TYPE3. 8121/07 TABLE 5.0 SIDE LITE WIDTHS LOAD "0" - 10.75 TO 38.75 WmTH x HL o 0 10.75 x 79.75 83,75 87.75 91.76 95.75 12.76 x 79.75 83.76 87.75 91.75 95.76 19.00 x 78.75 83.75 87,76 91.75 95.75 21.76 x 79.75 83.75 87.75 91.76 95.75 27.76 x 79.75 83.75 87.75 91.75 95.76 38.13 x 79.75 83.76 87.75 91.7 95.7 38.75 x 79.7 833 87.7 91.76 95.75 GLASS TYPES A B, C, D ANCHOR TYPE & SUBSTRATE 23. WOOD 1,2, CONC ZONES A 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1070 TECHNOLOGY DRIVE NOKOMEL R 84270 AG 1QX f52B FL 3•4 TABLE 6. XO S OX GLASS TYPES A B C, 0 ANCHOR SUBSTRATE 2, WOOD 1,2 CONC DOOR WIDTHS - 26.50 TO 37.50 SIDE LRE WITH x H1. 0 0 10.75 x 79.75 83.75 87.75 91.76 85.78 12.75 x 79,76 42 83.76 87.76 91.78 95.75 19.00 x 79.76 83.76 87.76 91.75 95.76 21.76 x 79.75 83.76 87.75 91.75 95.75 27.75 x 78.75 83.75 87.75 91.75 95.75 36.13 x 79.75 83.76 87.76 91.76 95.76 38.75 x 79.75 83.75 87.75 81.75 86.75 " Ha* Bever ZONES 0 0 4 2 4 2 42 4 2 4 2 4 2 4 2 4 2 42 4 22 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 6 3 6 3 6 3 6 3 6 3 8 3 8 3 6 4 6 4 7 5 7 5 7 5 8 4 6 4 7 5 7 6 7 5 LOAD x 4 2 3 4 2 4 2 D: 4 2 4 2 44 2 2 4 2 4 2 9 4 2 4 u. O u`S W 0 4 • O 0 a 4 W 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 1 x TABLE 7. 0_XO.XXO OXX & oxxo GLASS TYPES A, 8, C, D ANCHOR TYPE SUBSTRATE 2,3, WOOD 1,2 CONC DOOR WIDTHS - 25.80 TO 37.50 ")CC - 47.75 TO 71.76 O SIDE LIIE WIDTH X HT. O 10.75 x 79.75 83.76 87.76 91.76 95.75 12.78 x 79.78 83.75 87.75 91.75 95.78 19.00 x 79.75 83.75 87.75 91.75 95.76 21.76 x 79.76 83.75 87.75 91.75 95.75 27.76 x 79.75 83.75 87.75 91.75 95.7 36.13 x 79.76 83.75 87.76 91.76 95.76 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4- 4 4 6 5 6 6 5 8 8 6 8 7 7 7 36.75 x 79.76 6 83.75 6 87.76 7 91.75 7 95.75 7 ZONES S g S 0 0 0 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 5 5 6 4 4 6 6 5 LOAD x � 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 ANCHOR QUANTITY LOAD ZONE TABLES Talk ALUM FRENCH DOOR & SIDE Lira, IMPACT _ bleafielbit Fowl I NA 9 m 10 01.001a 11005.1 I B APPROVED ANCHOR TYPES: 1.1/4" ELCO TAPCONS 2. 114 ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (06) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved as emptying with the Date 7 ! P7 2 400 NOA• n7 -ne2ft /Q Mud Dade Prodeef Control r C,a1 6 • • • • •• • DOOR WIDTH 2 261/2" 27 1/2" 291/2" 2 31 1/2" 2 331/2" 35 1/2" +60.0 +56.5 +53.3 +50.5 +44.3 +39.3 +35.0 +60.0 +58.5 +53.3 +50.5 -60.3 +57.0 -56.5 +53.3 -53.3 +50.2 -50.5 +47.5 -44.3 +44.3 -39.3 +39.3 -35.0 +35.0 -80.3 +57.0 -58.5 +53.3 -53.3 +50.2 -50.5 +47.5 -57.0 +54.0 -54.0 -53.3 +50.5 -50.5 -35.0 +35.0 -35.0 +35.0 -57.0 +54.0 -54.0 +51.3 -53.3 +50.5 -50.5 +47.9 -50.2 +47.5 -47.5 +45.0 -47.5 .9 -44.9 +42.6 -50.2 +47.5 -47.5 -47.5 +44.9 -44.9 -44.3 +42.7 -42.7 -39.3 +39.3 -39.3 +51.3 +47.9 +45.0 +42.6 +40.4 +38.6 2.7 +40.4 38.6 -51.3 +48.8 -48.8 -47.9 +45.6 -45.6 -45.0 +42.8 -42.8 -42.6 +40.5 -40.5 -40.4 +38.4 -38.4 -38.6 +36.6 -36.6 -35.0 +35.0 -35.0 -51.3 +48.8 -48.8 -47.9 +45.6 -45.6 -46.0 +42.8 -42.8 -42.6 +40.5 -40.5 • • - DOOR HEIGHT TI t_1 LL z O V X X X X X X X 3 371/2" XX XX XX XX XX 4 47 3/4" 61 3/4" 85 3/4" XX 6 59 3/4" XX 6 63 3/4" +44.3 -44.3 67 3/4" +39.3 -39.3 6° 71 3/4" +35.0 -35.0 R".eBp ame aerdmc 7 +44.3 -44.3 +39.3 -39.3 +35.0 -35.0 87 3/4" 91 3/4" +42. -40.4 +39.3 -39. -38.6 +35.0 -35.0 + -35.0 8 - 96 3/4" +38.4 +36.6 +35.0 3. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. -38.4 -36.6 -35.0 mar a0tler RMWm 1 070 7E(5010100YORWE FA: 071100 11 IOpNNQES MS 611E07 MOM FL SWO Road* •se NEWSNEET. ADD TAB LES MAW 7A FOR SSPSF 1E3m81 OOM WR7pIf P.Q scot 4IG'fH Ym"BF DM. CE.lafd7e 11TaV8aBlf1ETDD0�0 NOR� FL 3@T4 Fx 1/15&87 Jr. 911827 TABLE 2A. DESIGN PRESSURES: SIDE LITE SIDE LITE WIDTH 10 3/4" 12 3/4" 19" 21 3/4" 27 3/4" 361/8" 36 3/4" SIDE LITE HEIGItT • ' 6 - 79 3/4" +60.0 +60.0 +60.0 +60.0 +54.4 +36.2 +35.0 NOTES: 1. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1A. OR 2A. PREVAILS .. B. DOOR AND SIDE LITE COMBINATIONS FROM TABLES 1A.: = NOT REQUIRE ' FORCEMENT ITEM 22. F24 ca V.Ii!* Berner -120.0 -108.4 -74.8 -66.4 -54.4 -362 -35.0 7 - 83 3/4 "- +60.0 +60.0 +60.0 +60.0 +51.3 +35.2 +35.0 61As71d@ F0101 -118.1 -100.9 -70.5 -62.8 -51.3 -36.2 -35.0 87 3/4" +60.0 +60.0 +60.0 +36.2 +35.0 Approved a ' 000 0 1 74 wet tie Stortda alsaa :- r " a7 7 0A5 auto Product L,.. 2. POSITIVE DES• _ " +"' * ED TO 80 P.S.F (WATER RESISTANCE 9.0 P.S.F.) FOR DO S AND SIDE UTES IN TABLES 1A AND 2A. •�e • MA 2 d11 -112.4 -95.9 -88.9 -59.5 -48.5 -36.2 -35.0 • 91 3/48 180!0• •►167.2 ..6b,0 +8 X3.7 . .4"1 415 WO ABA -1/861Z 438.2 +.386-311.0 • • •• • • • • • • • • • • • •• • • • •• • • ••• •• ALTERNATE DESIGNPRE6SWR6S • ALUM. FRENCH DODR & *IDF.' UTEI NbN•IM'A4T • 11005 -2 B • • • 84/88/4" +60.0 +6d0 •• -?02.4 +60.1 +59.5 +48.5 +5S% +43.8 -43.8 35.5 - 351T '-35.0 •••• • • •••• • • • • • • • • • • • • • • • - _• • • • • • • •• • • • • ••• •• • • • :7 • • PE#39?12 Sm,mural • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • • • • • • • • •••• • • • •• • •••• • • • •• • • • • • •• •••••• • • • • • • ••• •••• • • • •• • • • • • • • • • • • • ••• • • • • • • • •• • • • ••• • • • • • • • • • • • • ••• • ••• • • • • t • •• ••. • • • •• • • • • • • •• • •• • • • • • • • • • • • • ar ••• •e • • • • • • •,. . • • • • • • ••• • • • • • 2X WOOD • BUCK,NOTE2 • • • DMIN. •• le . l ;J • DOOR HEAD (WOOD) • • 1 3/g° • 1/4° MAX SHIM —1 MIN. • • WOOD ANCHOR ON STAGGERED CENTERS TYPE 2 OR 3, NOTE 1 FJC e• • 7/72/07 2X WOOD BUCK, NOTE 2 Rrehisam 9 Roaring J.J. }-_1 314° 3.4 KSI MIN. CONC. 1 MIN ED. 1X WOOD BUCK, NOTE 2 1/4° MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT. 1X WOOD BUCK NOTE 2 WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 DOOR HEAD (CONC) 93/4° MIN. E.D. CONC. ANCHOR. NOTE 1 NO CHANGE MS SHEET. SPEC. TYPE 1a2a•mm.ONCCM.OEMS8PEO. TYPE 259O WOOD DETAILS. 499ANCHOR MIES 7DaOTB 821!07 1 3/8" TYPE 1 1 314 ° TYPE 2 1/4° MAX SHIM CONC. ANCHOR, NOTE 1 .1 314" MIN. E.D. NOTE 3 r1/4° MAX. 1 3/8° TYPE 1 /• 13/4 " TYPE 2 10707ECIAXXOOYORME NOKOMIS, FL 94275 P.O. BOX 1525 NOKOMIS. FL 34274 1/4" MAX SHIM 2X WOOD BUCK, NOTE 2 1:6 KSI MIN. CMU OR 2X WOOD 2X WOOD BUCK, NOTE 2 �4ilI E.D. 1 3.4 KSI MIN. CONC. } 2X WOOD BUCK NOTE 2 DOOR SILL (WOOD) WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 1/4° MAX SHIM 1 3/8° MIN. Pc�T Visibly Bauar DOOR SILL (CONC) SIDE LITE SILL (WOOD) 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1 1/4' TYPE 1 OR 2 (CMU) 1 3/8' TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4° TYPE 2 (CONC) 1 3/8" MIN. CONC. ANCHOR, NOTE1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 EXT. 3.4XSI MIN. -CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT. DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) CONC. ANCHOR NOTE 1 3.4 KSI MIN. CONC. MIN. SIDE LITE HEAD (CONC) 114° MAX SHIM 1 1/4" TYPE 1 OR 2 (CMU) . - , - . 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 4 NIlIIY'.. + 1/4" MAX SHIM 1 NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 114° TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4° S84 CRETE -FLEX EMBEDDED 1 3/4' MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FOR WOOD INSTALLATIONS USE 512 SCREWS, G5 (TYPE 3) OR ELCO 1/4° 8S4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). Ygdbb BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS • DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENG BY OTHERS OR AS APPROVED BY THE • AIRIIORITY HAVING JURISDICTION (AHJ). �. 16fort. 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, 30f1 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 1 314° , MIN. E.D. 3/8" TYPE 1 .: ,l 3/4" TYPE 2 r..- 1 314° MIN. E.D. SIDE LITE SILL (CONC) ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE WE S, IMPACT torelne•O¢ pate NTS I 10 m 10 I r� 11005' -1 B CONC. ANCHOR, NOTE 1 1/4" MAX. SHIM 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 3/4°11111N. E.D. 1 3/8" TYPE 1 1 3/4' TYPE 2 Approved a" vo.+ :',,4 ,ril9 the Florida iloidloa C1,d. Date , GT Miami Dade Prodart Control M il I. CL�K.(� 1 f ,t 3 J � / ( / ' l r /.7 Robed L � Cl a rkk,, `a P..E. PE 939712 8huoeael • • • • • • • • • •• •• NOTES: OUTSWING NON - IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/16" TEMPERED GLASS B. 5/8" I.G. GLASS CONSISTING OF (2) LITES OF 3/18" TEMPERED GLASS WITH AN AIR SPACE BETWEEN. 2. DESIGN PRESSURES: (TABLES 1 AND 2, SHEET 1 AND TABLES 1A AND 2A, SHEET 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: X, 0, XX XO OX. X✓ O OXO AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8-11. 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. 5. SHUTTERS ARE REQUIRED WHERE IMPACT RESISTANCE REQUIRED. SHUTTERS MUST BE MIAMI -DADE COUNTY APPROVED FOR INSTALLATION IN MIAMI -DADE COUNTY. 8. SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL-4964, ELCO TEXTRON NOA: 04-0721.01, 03-0225.05, ANSI/AF&PA NDS -2001 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, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LRE 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 AND 2. ONLY REFER TO TABLES 1A AND 2A, SHEET 2 FOR DOOR TO SIDE LITE CONNE« IONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. 10. SINGLE DOORS 33 5/8° WIDE OR 0 - ' 0 THE OPERABLE PANEL OF DOUBLE DOORS 8418" WIDE OR OVER COMPLY WITH THE EGRESS RE. ;EMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS A MAY BE USED WHERE EGRESS IS NOT RE" s ED BY CODE. X 351/2" X 3 371/2" e. 79 3/4" 7 - 83 3/4" 87 3/4" 91 3/4" 8 2 +75.0 +75.0 -105.0 +75.0 -99.0 +75.0 -93.7 +75.0 -89.0 +76.0 -84.7 TABLE 1. DESIGN PRESSURES: OUTSWING D • • - m_, vi (SEE NOTE 9A AND 9B ABOVE FOR OX,XO,XXO, .'v OXO & OXXO) C DOOR () WIDTH 271/2" -88.3 +75.0 -82.3 +76.0 X 291/2" X 26 31 112" X 2 331/2" XX 4 47 3/4" XX 51 3/4" XX 553/4" XX 6 59 314" XX 6 63 314" XX 67 3/4" XX 6 713/4 P x lEr,e1BF FJC O• FJ C nr• 807 ner 40747 1HG/D7 DOOR HEIGHT +75.0 +75.0 +75.0 +72.9 +65.0 +75.0 +75.0 +75.0 +75.0 +75.0 +72.9 +65.0 Rs,Atlom B N•Yme A O•m0•F 41. -72.9 -65.0 +72.9 +65.0 -98.9 +75.0 -93.7 +75.0 -82.3 +75.0 -72.9 +72.9 -65.0 +65.0 -112.1 +75.0 -105.0 +75.0 -98.9 +75.0 -93.7 +75.0 -82.3 +75.0 -72.9 +72.9 -85.0 +65.0 -93.2 +75.0 -105.8 -99.0 -93.2 -88.3 -82.3 +75.0 +75.0 +75.0 +75.0 +75.0 -83.4 -79.3 +75.0 +75.0 -88.2 +75.0 -72.9 +71.6 -65.0 +65.0 -100.2 -93.7 -882 -83.4 -79.3 +75.0 +75.0 +75.0 +75.0 +75.0 -72.9 -65.0 +71.6 +65.0 -95.2 +75.0 -83.7 +75.0 -79.1 +76.0 -75.1 +71.3 -71.6 +88.0 -65.0 +65.0 -89.0 +75.0 -83.7 +75.0 -79.1 +75.0 -75.1 +71.3 - 71.8 +88.0 -65.0 +65.0 lbad am ADD NOTE REP. TO TABLES 182ANDEIT. DESWINArttel TD(BA0IG EB5L(B1MOTE 10. ADD GAM 8&TEOat REM' TABLE 1AAD2 BN FEA 190002ATTE97E'065P0 UPDATE NO7E7,AOAA2000, mew NOM ARONA ADO NOTE ft ore I 2B8/07 -79.8 -75.2 -71.3 -88.0 -65.0 -90.7 -84.7 -79.6 -75.2 -71.3 -72.9 -65.0 +72.9 +85.0 -68.0 -65.0 Approved as complying WM We A 17007 n1AARes7 -a dtwt •0e) • Mewl ode Precinct Control yta rx� 1070 TECHNOLOGY DRNE NN07AB8, 8. 948 P.O. BQX1829 NNE, FL 8em ` 3/18" TEMPERED GLASS TABLE 2. DESIGN PRESSURES: SIDE LITE (SEE NOTE 9A & 9B ABOVE SIDE LITE WIDTH 103/4" 123/4" 19" 21 3/4" 27 3/4" 38118" 38 3/4" SIDE LITE HEIGHT 5 793/4" +75.0 +75.0 +75.0 +75.0 +75.0 -150.0 -150.0 -138.5 -123.4 -101.1 -87.3 -85.0 /Y Better 74 OR 75 A EXTERIOR AIR SPACE 3/18" TEMPERED GLASS 6/8" NOM. 7 833/4" +75.0 +75.0 +75.0 +75.0 +75.0 +87,3 +85.0 +67.3 +85.0 3/18' TEMPERED GLASS � - 3/16" GLAZING OliMON: • • 0 D e tn. 0 -150.0 -150.0 -131. 5/8" I.G. GLAZING OPTION 873/4" +75.0 +75.0 +75.0 -95.3 +75.0 -116.6 +75.0 -150.0 -150.0 -124.3 -110.5 -90.2 913/4" +75.0 +75.0 +75.9 +75.0 +75Q +67.3 +65.0 -150.0 -150.0 118.3 -3053 • -65.: • 8' -67.3 -85.0 • • • •• • • • •• • • • • • ••• • • • EXTEI�I T I • • •• • • • • • • 1/2' • ••• • • NOM. • • 1/2" NOM 8 ° - 953/4" +75.0 -150.0 *51 -100.3 +75.0 -150.0 +J5.0 ; 112.9 '4 -11.3 -67.3 +87.3 -67.3 -65.0 +65.0 -85.0 +65.9 -65.9 +85.0 -65.0 • • NOTES, DESIGN PRESS(1RR$ &'GLAZINGUEN!7J m • • • • • ALUM. FRENCH DOOR & SIDE LITE$, ItO41M'ACT mat I 1x I M1 • 11 MPIP 11005 -2 . B • • • • • • • • f JQQtRAWiNG MAP tOPIC • SHEET GENERA'. NOTES.•..• • •0 CONFIGURATIONS •1, 2 t!JZING & •1 D6SIQ1►PRESSUIIEB.A• • mole •ALT. D SKIN PRESSURES. 2 E ONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS UST 6 EXTRUSIONS 8, 7 ANCHORAGE 8-11 • • • •• • • • • • • •• • • • • • 71t/e1 • L Sark0E • PE #3912 SOnrAmO • • •• • • • • • • • • • • • • •• • • • • • • • • • • •• •• • • • •• • • • ••• • • ••• • • • • ••• BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 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 C -740 Outswing Aluminum Casement Window -L.M.L 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 This NOA renew" NOA # 05 1129.11 and consists of this page 1 and evidence pages E T an E-2, %elf as 6pprovi 4n4 n2eIticyned above. e subjnittejl ctoelm:attati6a was reviewed by Manuel Perez, P.E. «.••M •• • •• ••• •• • • • •• M • • • • • • APP60YF0 ••• • • • • • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • MIAIVR -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372 -6339 www.maimidade.gov/buildinacode ••.••. M• • • • • • •• • •. • • • • •• • • • • .• • • • NOA No. 44 Expire ►g Date: May 2013 ApprIvalOate: May, ,,z 008 • • • ••• el •• PGT Industries A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Tumer, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two qutswjng alurr ern casement windows, prepared by Fenestration Testing Laboratory; Te%tt R .A. No. • • • ; , ; 1 EL2381 tilted 10/8/02, signed and sealed by Jo h Chan, P.E& • • • • • . •' • it bir led`under NOA# 03- 0611.02) • • • • . • • • • •• ••• •• • • • •• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -1 m' •• •• • .• • -iuel ProtlaCL } Control r • • • : NdA No.b .11 Expirallon'uate: May11, 2013 ApprovaCNte: May 18, 2008 • • • • • • •• • •• • • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P E (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER •• • • . • • • • • • • • • • •• • • • • • • •••• • .1. • • Notice of Acceptance No. 05- 1129.11, issued to PGT Industries fo o.th nuel y. P.E. ProVuc2Contro finer ":1%3A No. I: .11 Expiral oa ate: May 22,'2013 Approval:I5nte: May � S, 2008 E -2 • • • • •••. • . • • • •• • •• • • • • • • •• • • ; , • ; iklitniimingasement Window — L.M.I., approved • u 0 3/06, e • • • • • • • • • •• •.• •• • • • •• •. • ••• • • • • • • • • • • • • • • . • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • e's'G -'*0 5/2 68. • .• • • • • • • • • • • •• • • • • • • • • •••• • • • •• • • • • •••• • •••• • • •• •• • •• • • • ••• •••• • • •••• • • •• •• • •••• • • • • • • •• • • • • • • • • • • • • • • • •• • • • 1. GLAZING OPTICINS' k5/16" 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) LITEQF 3116" - 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. ••• • • • •• • • • •• • •• •• • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• NOTES: LARGE MISSILE WINDOWS w,•ey.: e•a Fib •312403 R"f 0$ • E.K. • • Former• 4 64 F.K • e e 17/17/ 2 Rerisimx mower tea • • • • • • • • • • • • • • • RMMm: B ADD 13118'LQ & MOVE GLAZING DETAILS TO SHEET NO CHANGE THIS SHEET ADD 76" 1(1, GLASS TYPES FAND G. REVISE ANCHORAGE. x 0 x 0 x CONFIGURATIONS OPTIONS x 0 X x 0 O x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES 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 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 144 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR "XOX" & "X0" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. 04. 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" & r ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3° APART AT MID-SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3° APART AT MID -SPAN • • ••• • • • • • SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS • to ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS • • • • • • • WHEN ANCHORING WITH #12 SCREWS. • 5. SHUTTER REQUIREMENT: NONE REQUIRED • • 6' NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. ®7. REFERENCE TEST REPORTS: FTL- 3580, FTL- 3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. 010 TECHNOLOGY DRIVE P c--T NOE , FL FL 9 30175 P.O. BOX 1529 NOKOMIS. FL 34174 Visibly Better NOTES AND TABLE OF CONTENTS AL UMINUM CASEMENT WINDOW, IMPACT Seds∎∎ ■a Sots ant o■■■■ Rs. CA - 740 NTS 1 " 13 7045-8 D NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 PRODUCT =ammo ea cow,ntylag cri3H aye PMrida 9"Fdil3 Cads Aceeplae:: t7•;s 1,1t— S7 •.2; - • � ri'i'�`faS' /. ads Pmr/attCBtilnIt Or (V'21 /G 5 Lucas A. Turner, P.E. PE 068201 MeohaNcal L3 •••. • • • • • •• • • •• • • • • • •••• • • • • •••• • • • • • • • • • • • • • • • • • • • •• •••• • • • • • • •• •• •••• • • • • •• • • • • • ••• • •• • • • •••• • • • •••• •• ••• • • • • • • • • • • • • • •• ••• •• • • • • • •• ••• f • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• • • • • ••• •. • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • •• • • • 1/8" ANNEALED OR HEAT STRENGTHENED GLASS • • • • • •• 00 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED 3/16° HEAT GLASS IF STRENGTHENED GLASS 7/16° LAMINATED GLAZING DETAIL .090 PVB INTERLAYER 1■- 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 30 31 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS NOTE PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER .65° NOM. GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 86 13/16" 13/16" 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL .65' NOM. GLASS BITE 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS ?RODEO' PW°',:?71R111 8xhr3,.E +., ge,:eh es.GtraC 0m per 7 4 • 4 • Sr F.K. 74103 f`y05 03/25/03 Aftimana 8 REDRAW GLAZING DETAILS 8 ADD 13116 C NO CHANGE THIS SHEET ceases owe 0 ADD 13118' LAMI LG. W/7/181AM16 CORRECT 5/16' LAMI DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1620 NOKOMIS, FL 34274 Visibly Better basmipaw GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA NTS 2 . 13 7045 -8 D Lucca A. Tumor, P.E. PE 558201 Meoheoloai 0000 • • • • • •• • • •• • • • • • •• •• • • • • • • • • • • • • • • •• • •• •• • • • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • •• • •• • • • • • • • • • • •• ••• • • • • • • • • • • • • • •• ••• •• • • • • • •• ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • 0 • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CENTERLINE 1 1/2" •• ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) 1 1/2" SEE MID -SPAN ANCHOR DETAIL TYP. (2) � 1 13" MA O.C. • • 4" MAX. • • • f 4" MAX. � - • ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 37" MAX. VENT TYP. p 7 Iliiiiiiiiiill, 4" MAX. ANCHOR LOCATION TYP. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 13" MAX. O.C. 1 1 60" MAX. FIXED 4" MAX. DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 1 J 1 13" MAX. O.C. ELEVATION "A" - • "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 4° MAX. 4" MAX. —] X / SEE MEETING RAIfDETAIL . (2) 69" DAYL OPE 30" MAX. —DAYLIGHT — OPENING 1 1 1 I 1 I - -1 I 134° MAX. WIDT 53" MAX. DAYLIGHT — OPENING II I I 0 1 1 30° MAX -- DAYLIGHT OPENING • 69° MAX. DAYLIGHT OPENING 14 1/2" MAX. 0.0 . TYP. ELEVATION "B" - "XX° (SEE SHEET 7 FOR PRESSURES) NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION 76° MAX. HEIGHT 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING I- 141/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) IAX, GHT ZING 76" MAX. HEIGHT ntODUCT wawa asempties TAM the Vara; Wales Celle Acceirrztec 1 ^3 all . -14iec 5'1, 3 Alc • •Rnmep F.K • 7N0/03 F.1c •w 12/17/02 rte: c Revisions: Clacker er CHANGE SHEET NO. REFERENCES ADD HINGE LOCATION DETAILS CHANGE MAX NT. TO 78' AND MAX DLO TO 69' Dab: 1070 TECHNOLOGY DRIVE NORMS, R. 34275 P.O. SOX 1828 NOXOM1 PL 34274 T vca;aear�, "XX & XOX" ELEVATIONS >a ALUMINUM CASEMENT WINDOW, IMPACT seelselMalet CA -740 NTS 3 a 13 7045-8 Z 6Z 11/4- Lutes 5. Turner, P.E. PE 068201 Mechanical •••• • • • • • •• • • •• • • • • • •• • • • • •••• • • • • • • • • • • • • • • • •• • • • •••• • • • • • • •••• •• • • • • • • • • • • •• • • • • • ••• • •• • • • • •••• • • •• •• • • • • • • • • • • • • • •• •• • • • • • • • ••• • • • • • • • • • • •• • • • • • • • • • • • • • • Rnad PK F,K Rend am HINGE LOCATED APPROX FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL us • arvai • • A° • 12117/02 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R°Yb ac C DENOTES HINGE LOCATION AT HEAD & SILL OF °X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MD -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX O.C. CHANGE SHEET NO. REFERENCES 13" MAX. 0.C. 4' MAX. ADD HINDS DETAIL & NMNOE LOC-4710N NOTES D CHANGE MAX. H: TO 7&" AND MAX. DLO TO S9 Cheated gy gym. F.IG 37" MAX. WIDTH 60" MAX. WIDTH 30" MAX. 53" MAX. DAYLIGHT DAYLIGHT OPENING OP NING 69" MAX. DAYLIGHT OPENING 4' MAX. 4" MAX --J ELEVATION "D" - °X" (SEE SHEET 5 FOR PRESSURES) f 14 1/2" 97' MAX. WIDTH 1070 TECHVOLODY DRIVE 9090919, FL 34278 P.D. SQX 1829 N0KOM19, FL 34274 MAX. O.C. 76" MAX. HEIGHT 30" 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING 60° MAX. FIXED ftr Viklkiljekterter SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. • • I . 1 -13" MAX. O.C. • • • • 14112° MAX. O.C. VENT 4" MAX. F- --4 . 7- 1 I� HEAD & SILL ONLY 37" MAX. VENT 4" MAX. 4" MAX --►I h— ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) i 69" MAX N DAYLIGHT - OPENING 76" MAX. HEIGHT "X° 'O' °X0"& 'OX" ELEVATIONS MAX. O.C. NOTE: "X° PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F" - °XO" & "OX" UNEQUAL. LITE (SEE SHEETS 8-9 FOR PRESSURES) ALUMINUM CASEMENT WINDOW, IMPACT 09.740 NTS 4 m 13 7045-8 D 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 991812 vti By 1( /2 vac- Lucas A Tumor, P.E. PE 988201 blectmloal •••• • • • • • • • •• • • • • • •••• • • • • •••• • • • • • • • •• 1. •• • •• •• • • • • • • •• • • •••• •••• • • • • •••• •••• • • • • •• • • • • • ID • • • •• • • • • • •••• •• ••• • • • • • • •• • • • • •• • •• •• • • • •• ••• • • • • • • • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• •• • • • ••• • • • COMPARATIVE ANALYSIS TABLE 1. 'X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) "X" WIDTH 191/8 24 261/2 30 32 34 36 37 A B,E A B,E A B,E A B,E A B,E B,E A B,E A B,E HEIGHT 26 NEG -90.0 -90.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 - 90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -86.3 -90.0 -75.0 -75.0 -75.0 -75.0 -73.7 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38 3/8 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -87.4 -90.0 -81.0 -90.0 -75.0 -75.0 -70.4 -75.0 -87.9 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 70.0 43 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -77.6 -90.0 -71.1 -90.0 -65.5 -75.0 -60.4 -75.0 -59.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 70.0 60.4 70.0 59.0 70.0 48 NEG -90.0 -90.0 -90.0 -90.0 -83.6 -90.0 -88.4 -90.0 -61.8 -90.0 -57.5 -75.0 -54.3 -75.0 -52.8 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 68.4 70.0 61.8 70.0 57.5 70.0 54.3 70.0 52.8 70.0 50 5/8 NEG -90.0 -90.0 -90.0 -90.0 -79.9 -90.0 -83.9 -90.0 -58.9 -90.0 -54.9 -75.0 -51.1 -75.0 -49.9 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 63.9 70.0 58.9 70.0 54.9 70.0 51.1 70.0 49.9 70.0 54 NEG -90.0 -90.0 -90.0 -90.0 -75.4 -90.0 -60.0 -90.0 -56.1 -90.0 -51.8 -75.0 -47.9 -75.0 -48.4 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 60.0 70.0 56.1 70.0 51.8 70.0 47.9 70.0 46.4 70.0 57 NEG -90.0 -90.0 -90.0 -90.0 -72.4 -90.0 -58.5 -90.0 -53.8 -90.0 -48.8 -75.0 -44.8 -75.0 -43.5 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 58.5 70.0 53.8 70.0 48.6 70.0 44.8 70.0 43.5 70.0 60 NEG -90.0 -90.0 -89.8 -90.0 -56.2 -90.0 -50.4 -90.0 -45.2 -75.0 -42.2 -75.0 -41.1 -75.0 POS 70.0 70.0 70.0 -90.0 -69.9 70.0 89.9 70.0 56.2 70.0 50.4 70.0 45.2 70.0 42.2 70.0 41.1 70.0 63 NEG -90.0 -90.0 -86.3 -90.0 -87.8 -90.0 -53.4 -90.0 -47.7 -90.0 -42.4 -75.0 -39.7 -75.0 -38.6 -75.0 POS 70.0 70.0 70.0 70.0 87.8 70.0 53.4 70.0 47.7 70.0 42.4 70.0 39.7 70.0 38.6 70.0 66 NEG -90.0 -90.0 -84.2 -90.0 -66.2 -90.0 -51.3 -90.0 -45.6 -90.0 POS 70.0 70.0 70.0 70.0 66.2 70.0 51.3 70.0 45.6 70.0 69 NEG -90.0 -90.0 -83.2 -90.0 -65.0 -90.0 -49.8 -90.0 -43.9 -87.8 POS 70.0 70.0 70.0 70.0 65.0 70.0 49.8 70.0 43.9 70.0 72 NEG -90.0 -90.0 -81.7 -90.0 -63.7 -90.0 -48.3 -90.0 -42.2 -84.4 POS 70.0 70.0 70.0 70.0 63.7 70.0 48.3 70.0 42.2 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4807, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16"HS) F.13/18" LAMI (1/8 "A,AIR SPACE,7116" LAMI -W/ 3/16 "A,.090,3!16"HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 :NCVEVAo 11. FORINSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELC01 /4" TAPCONS OR • • 14° S84 CRETE -FLEX ANCHORS. •2. W IfyaTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • X revcramen TAM Fowl er Rand DID bawler anwas 0103/03 • Daft 12/17/02 DC DRaveslortr caextea NO CHANGE THIS SHEET REVISE AWCHORS & ADD 76' HEIGHT OPTION Offirx 1070 TECHNOLOGY DRIVE NOKOMIS, R. 34275 P.O. BOX 1529 NOKOD53, FL 34274 Visib& Better PRESSURES- X CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Setinftdet NTS 7045-8 PE D58201 Mechanical •••• • • • • • •• • • •• • • • • • •••• • • ▪ •••• • • • • • • • • • • • • •• • •• • •• • • • • • • • • •••• •••• • • • • • • •••• •••• • • • • •• • • • • • ••• • •• • • • •••• • • • •••• •• ••• • • • • • • • • • • • • • • • • • • •• ••• • • • • • • • • • • •• • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • "XX" • WIDTH • COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1 /8 "A,.090,1 /8 "HS) 37 43 48 53 1/8 57 60 64 68 72 74 A A A A A A A A A A HEIGHT 28 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38 3/8 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -70.4 -67.9 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 4 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -85.5 -60.4 -59.0 43 [ 48 POS NEG POS 70.0 70.0 70.0 70.0 70.0 70.0 -74.4 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 .- 88.4 68.4 50 5/8 54 57 60 63 NEG -75.0 -75.0 -75.0 -75.0 -69.6 -63.9 70.0 -75.0 POS NEG 70.0 -75.0 70.0 -75.0 70.0 -75.0 69.6 -65.2 L NEG POS NEG POS POS NEG POS 70.0 -72.1 70.0 65.2 - 63.0 63.0 70.0 -75.0 70.0 70.0 -75.0 70.0 70.0 -75.0 70.0 63.9 - 80.0 60.0 - 58.5 58.5 -75.0 -75.0 -75.0 -69.5 -60.8 -56.2 69.5 -67.5 70.0 -75.0 70.0 -75.0 70.0 -75.0 80.8 -58.0 56.2 -53.4 70.0 70.0 70.0 87.5 58.0 53.4 70.0 -61.8 61.8 - 58.9 58.9 - 58.1 56.1 -53.8 53.8 - 50.4 50.4 -47.7 47.7 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 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.8 -45.2 45.2 -42.4 42.4 59.0 -52.8 52.8 -49.9 49.9 - 46.4 46.4 -43.5 43.5 -41.1 41.1 - 38.6 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5/16" LAMI -W/ 1/8 "HS,.090,1/8"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -75.0 1 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH [90.0 1 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" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/18 "A,.090,3 /16"HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH -55.0 55.0 A :N4 • 1. *OR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR • 3'4" SS$CRETE -FLEX ANCHORS. •2.4F INSTALLING WITH 812 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Re. 4ar. • • • • • Rend 6' Oa* •Wrlmma: F.IC • tom • D REVISE ANCHORS & ADD TABLES 75' HEIGHT OPTION Omar Deb: Checked ar sale: F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOM IS. FL 34275 113dir PRESSURES - XX CONFIG. WINDOWS rm ALUMINUM CASEMENT WINDOW, IMPACT X X l9 I «2l�G' Lucas A Turner, P.E. Vt4tbh seers, "" NTS 6 " 13 �� 7045-8 Mechanical 1 P.O. SOX 1529 NOKOMIS, FL 34274 •••• • • • • • •• • • •• • • • • • • •• • • • • • • • - • • • • • • • • •• • •• •• • • • • • • • • • •••• •• •• • • • • • • •••• •••• • • • • •• • • • • • •• • •• • • • • •••• • • • • •••• • • • •• • • • • • • •• • • • • • •• ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • •• • • •• • • • • • • • COMPARATIVE ANALYSIS TABLE 6. °O° & 9/4- 12 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL4807, FTL4808 GLAZING OPTIONS: A. 5/16° LAMI (1/8°A,.090,1/8°HS) B. 5/18° LAMI (1/841S,.090,1/8°HS) C. 7/16° LAMI (3/16'A,.080,3/16"HS) E. 13/16° LAMI (1/8°HS,3/8° SPACE,5/16° LAMI -W/ 1B°HS,.090,1/8°HS) F.13116" LAME (1/8°A, AIR SPACE,7/16° LAMI -W/ 3/16°A,.090,3/16°HS) HEIGHT °0° °XOX° 37 3912 42 46 6012 53 1/8 54 WIDTHS 74 79 84 90 98 101 108 3/8 108 57 114 5512 111 A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F 5812 117 120 26 NEG -75.0 -76.0 -80.0 -75.0 -75.0 -90.0 -76.0 -75.0 -90.0 -78.0 -75.0 -90.0 -76.0 -76.0 -90.0 -75.0 -76.0 -90.0 -75.0 B,E -75.0 A -75.0 C,F -90.0 A -75.0 8,E -75.0 C,F -90.0 A -75.0 B,E -75.0 C,F -90,0 8,E -75.0 C,F -90.0 A -75.0 B,E -75.0 C,F -90.0 A -742 B,E -75.0 C,F -90.0 A -72.9 8,E -76.0 C,F -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -76.0 -90.0 -70.3 -75.0 -90.0 -85.0 -75.0 -90.0 -60.8 -76.0 -80.0 -58.7 -78.0 -90.0 -582 -76.0 -90.0 -67.1 -75.0 -90.0 -58.2 -76.0 -90.0 -55.0 -78.0 -90,0 -53.4 -78.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0 70.0 70.0 60.8 70.0 70.0 58.7 70.0 70.0 58.2 70.0 70.0 57.1 70.0 70.0 582 70.0 70.0 65.0 70.0 70.0 53.4 70.0 70.0 36 NEG -75.0 -75.0 -90.0 -73.7 -75,0 -90.0 -87.8 -75.0 -90.0 -62.4 -75.0 -90,0 -58.0 -75,0 -90.0 -54.3 -75.0 -90.0 -51.3 -75.0 -90.0 -48.7 -75.0 -90.0 -47.9 -75.0 -90.0 -48.4 -75.0 -90.0 -44.8 -76.0 -90.0 -43.4 -75.0 -90.0 42.2 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 67.8 70.0 70.0 62.4 70.0 70.0 58.0 70.0 70.0 54.3 70.0 70.0 51.3 70.0 70.0 48.7 70,0 70.0 47.9 70.0 70.0 46.4 70.0 70.0 44.8 70.0 70.0 43.4 70.0 70.0 70.0 38 3/8 NEG -70.4 -75.0 -90.0 -87.9 -75.0 -90.0 -62.1 -75.0 -90.0 -58.4 -76.0 -90.0 -54.8 -75.0 -90.0 -51.1 -75.0 -90.0 -48.3 -76.0 -90.0 -45.4 -75.0 -90.0 -44.5 -75.0 -90.0 43.3 -75.0 -90.0 -42.1 -75.0 -90.0 40.8 -75.0 -90.0 -39.7 -75.0 -90.0 POS 70.0 70.0 70.0 67.9 70.0 70.0 62.1 70.0 70.0 58,4 70.0 70.0 54.8 70.0 70.0 61.1 70.0 70.0 48.3 70.0 70.0 45.4 70.0 70.0 44.5 70.0 70.0 43.3 70.0 70.0 42.1 70.0 70.0 40.9 70.0 70.0 39.7 70.0 70.0 43 NEG -60.4 -75.0 -90.0 -59.0 -75.0 -90.0 -55.7 -75.0 -90.0 -83.3 -76.0 -90.0 -69.3 -76.0 -90.0 -55.1 -75.0 -90.0 -52.7 -75.0 -90.0 -50.0 -75.0 -88.8 -49.1 -75.0 -88.9 47.5 -76.0 -84.3 -482 -76.0 -81.8 44.8 -78.0 -79.4 -43.6 -70.0 -77.1 POS 60.4 70.0 70.0 59.0 70.0 70.0 66.7 70.0 70.0 63.3 70.0 70.0 59.3 70.0 70.0 56.1 70.0 70.0 62.7 70.0 70.0 50.0 70.0 70.0 49.1 70.0 70.0 47.6 70.0 70.0 482 70.0 70.0 44.8 70.0 70.0 43.6 70.0 70.0 48 NEG -54.3 -76.0 -90.0 -52.8 -75.0 -90.0 -49.8 -75.0 -90.0 -58,4 -75.0 -90.0 -53.8 -76.0 -90.0 -61.4 -76.0 -88.0 -48.7 -75.0 -812 48.1 -76.0 -76.4 46.3 -75.0 -75.0 43.9 -75.0 -72.5 -42.6 -76.0 -70.7 -41.3 -75.0 89.0 40.4 -75.0 -87.3 POS 54.3 70.0 70.0 52.8 70.0 70.0 49.8 70.0 70.0 70.0 70.0 70.0 70.0 51.4 70.0 70.0 48.7 70.0 70.0 70.0 70.0 70.0 70.0 42.5 70.0 70.0 41.3 42.2 69.0 70,0 67.3 50 518 NEG -51.1 -90.0 -49.9 -46.9 -75.0 -90.0 -53.4 -75.0 -90.0 -50.9 -882 -48.8 -80.9 -46.9 -442 -71.1 -43.4 -75.0 42.2 -78.0 -41.2 -40.2 -84.9 -392 -75.0 POS 61.1 70.0 70.0 49.9 70.0 70.0 48.9 70.0 70.0 70.0 70.0 50.9 70.0 70.0 70.0 70.0 44.2 70.0 70.0 70.0 70.0 422 70.0 88.4 41.2 70.0 40.2 70.0 84.9 39.2 70.0 63.3 Rsnol NO CHANGE THIS SHEET • CHANGE ANCHORS AND ADD r HT OPTION 1070 TECMVOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34274 54 NEG -75.0 -90.0 -75.0 -90.0 -90.0 -90.0 -47.5 -75.0 -81.8 -75.0 -75.0 -43.5 -75.0 -70.3 -42.2 -75.0 -41.9 -75.0 -65.4 -40.8 -63.6 -39.8 -61.8 -38.7 -75.0 -60.4 -59.1 POS 47.9 70.0 70.0 43.6 70.0 50.0 70.0 70.0 70.0 70.0 45.3 70.0 43.5 70.0 42.2 70.0 41.9 70.0 65.4 40.8 70.0 39.8 70.0 51.8 38.7 70.0 70.0 59.1 57 NEG -44.8 -75.0 -90.0 -75.0 -90.0 -41.1 -75.0 -90.0 -46.9 -78.0 -84.5 -44.7 -75.0 -70.7 -41.3 -75.0 -75.0 -39.8 -75.0 -75.0 -38.6 -58.7 -37.6 -75.0 -57.3 -38.7 -73.3 POS 44.8 70.0 70.0 43.5 70.0 41.1 70.0 70.0 48.9 70.0 70.0 44.7 70.0 70.0 42.5 70.0 70.0 41.3 70.0 63.0 39.8 60.1 38.5 70.0 58.7 37.6 70.0 57.3 70.0 Visibly Bette, NEG -422 -75.0 -90.0 -90.0 -38.6 -75.0 -87.4 -72.4 -40.4 -75.0 -87.3 -392 -75.0 -38.0 -75.0 -60.0 -37.6 -75.0 -59.1 -74.3 -38.7 -55.9 -38.1 -722 -54.5 -53.0 POS 422 70.0 70.0 41.1 70.0 70.0 38.8 70.0 70.0 70.0 70.0 42.1 70.0 70.0 40.4 70.0 392 70.0 70.0 60.0 70.0 59.1 37.2 70.0 57.5 36.7 70.0 38.1 70.0 35.6 70.0 53.0 NEG -39.7 -90.0 -36.5 -832 -75.0 -64.1 -37.1 -74.3 -72.4 -57.3 -71.8 -35.4 -70.8 -54.8 -34.8 -532 -34.2 -68.4 -33.7 -50.0 POS 39.7 70.0 70.0 38.6 70.0 70.0 70.0 70.0 41.9 70.0 70.0 39.7 70.0 89.2 38.4 70.0 37.1 70.0 60.5 38.2 70.0 35.9 70.0 35.4 70.0 64.8 69.6 342 • 87 -55.0155.0 -554 55.0 -55.01 55.0 -58.01 55.0 -48.4148.4 -4521452 42.81 42.8 ALL "CT SIZES UP TO 60" WIDE x 76° HIGH AND ALL 114-12-1/4 XOX" S1ES UP TO 120" WIDE x 78" HIGH I-m.0155.o •NOWES:a. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELC01/4 TAPCONS OR • 1/4' SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING VVITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 89.8 P.S.F. F.K ./25/030 El ADD GLASS TYPE E TO TABLE 76 -55.0155.0 -8321 632 -4521 as2 -42.81 426 41.7141.7 TABLE 7. & "1/4-12-1/4 XOX" WINDOWS TEST REPORT: FTL-3680 GLAZING OPTION: D. 7/16° LAMI (3/16°H6,.090,311THS) ALUMINUM CASEMENT WINDOW, IMPACT 4 1 2 4 0 ilk? ROW Balding Costa Acceptance No Lucas A Tuner, P.E. PE 458201 MechanIcal • • • • • • • •• • • • • • •. • • • • • •• • • • •••• • • •••• • •• • • • • • •• •••• • • •••• • • • • • • ••• •••• • • •••• • • ▪ • • •• • • • • • • • • •• •• • • •• •• • • •• •• • • • • • • • • • •• ••• • • • • •• • • •• ••• •• • • • •• • •••• • • • • • • •• • • •• • • . • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • •• • • ••• • • • • • • COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" &"1/3-1/3-1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 °HS) "XO" WIDTH 37 48 49 1/3 531/8 58 60 64 87.333 70.917 72 74 "XOX" WIDTH 551/2 72 74 79 2/3 84 90 98 101 106 3/8 108 111 A A A A A A A A A A A HEIGHT 26 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38 3/8 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.8 -70.4 -67.9 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 43 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -66.4 -81.8 -80.4 -59.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 66.4 61.8 60.4 59.0 48 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -88.4 -61.8 -58.2 -55.1 -54.3 -52.8 POS 70.0 70.0 70.0 70.0 70.0 68.4 81.8 582 55.1 54.3 52.8 50 5/8 NEG -75.0 -75.0 -75.0 -75.0 -71.9 -83.9 -58.9 -55.8 -51.9 -51.1 -49.9 POS 70.0 70.0 70.0 70.0 70.0 63.9 58.9 55.6 51.9 51.1 49.9 54 NEG -75.0 -75.0 -75.0 -75.0 -87.7 -60.0 -58.1 -52.8 -48.9 -47.9 -46.4 POS 70.0 70.0 70.0 70.0 67.7 60.0 58.1 52.6 48.9 47.9 46.4 57 NEG -75.0 -75.0 -75.0 -72.1 -84.9 -58.5 -53.8 -49.4 -45.8 -44.8 -43.5 POS 70.0 70.0 70.0 70.0 64.9 58.5 53.8 49.4 45.8 44.8 43.5 60 NEG -75.0 -75.0 -75.0 -69.5 -82.7 -56.2 -50.4 -45.9 -42.8 -42.2 -41.1 POS 70.0 70,0 70.0 69.5 62.7 56.2 50.4 45.9 42.8 42.2 41.1 63 NEG -75.0 -75.0 -75.0 -87.5 -60.4 -53.4 -47.7 -43.1 -40.3 -39.7 -38.6 POS 70.0 70.0 70.0 87.5 80.4 53.4 47.7 43.1 40.3 39.7 38.6 TABLE 9. °X0" 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 /81 -IS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111° WIDE x 83" HIGH 1-75.01 70.0 TABLE 10. "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 83" HIGH 1 -90.01 70.0 TABLE IOA. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4808 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3116"HS) F.13/18" LAM! (1/8°A,AIR SPACE, 7 /16" LAMI -W/ 3/16"A,.090,3/161 -IS) 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 A NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR • :/4 SS4 CRETE -FLEX ANCHORS. • 2.61F INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. •• • • • • • • • •• 1 3 X 1 3 0 X X 0 O X PRODUCT' RENEW'E19 ae mmFlyleB with the !Inkling Dade A yes No A,.; i re"d P.K ar fa". • $YZS/01 • 8 eeddo,m F.K • 7lO • Rand OF • • P . K •• -_ • D aecnan Dec crcniwo ar. F.K 12117/02 ADD GUl SS TYPE E TO TABLE 9 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 75* HEIGHT OPTION nm• 1070 TECHNOLOGY DRIVE NOHOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 V4 b13 Better PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS 111b" ALUMINUM CASEMENT WINDOW, IMPACT ftsre: e rmen CA-740 NTS 8 a 13 7045 -8 D Lucas A Tamer, P.E. PE 458201 Mechanical • • • • • • • • • • • • • • • • •••• • • • •• • • • • •••• • •• • • • • • •• •••• • • •••• • •• • • • •• • •• •• • • •••• •• • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • • • • •• • • • • •••• • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • COMPARATIVE ANALYSIS TABLE 11. 69.284 88.919 95.973 108.649 115.892 122 123.136 128.000 130 130.378 134 "XO" or °OX" & "XOX° UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4807, FTL-4808 GLAZING OPTIONS: A. 5116" LAMI (118 "A,.090,1 /7HS) B. 5/18" LAMI (118"HS,.090,1/8"HS) C. 7/16° LAMI (3/18 "A,.090,3 /18"HS) E. 13/18° LAMI (1/8°HS,3/8" SPACE,5/16° LAMI -W/ 118"HS,.090,1/8"HS) F. 13/17 LAMI (1/17A,AIR SPACE,7 116" LAMI -W/ 3/18 "A,.090,3 /16 "HS) WIDTHS 27 42.973 °XOX° VENT FIXED 19.125 31.014 24 38.919 30 48.849 32 61.882 33.687 34 34.791 35.898 38 37 FK • x105 • I D 54.827 55.135 58.418 68.209 58.378 60 A B,E C,F B,E C,F A B,E C,F B,E C,F A B,E C,F B,E C,F A B,E C,F A 8,E C,F A B,E C,F A 8,E C,F A B,E C,F Al..* We: N,eata5 b7o EX 12/17102 HEIGHT 26 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -80.0 -75.0 -76.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.4 -75.0 -80.0 -74.3 -75.0 -90.0 -72.9 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38 NEG -75.0 -75.0 -90.0 -69.1 -75.0 -80.0 -80.5 -75.0 -90.0 -53.5 -75.0 -90.0 -49.9 -75.0 -90.0 -47.3 -75.0 -90.0 -48.8 -75.0 -B0.0 -45.5 -75.0 -90.0 -43.6 -76.0 -90.0 -43.5 -76.0 -90.0 -42.2 -75.0 -80.0 k ms EX • B • ADD OUISS TYPEE TO TABLE 11 P.1C eF 0f03� C POS 70.0 70.0 70.0 69.1 70.0 70.0 60.5 70.0 70.0 63.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 48.8 70.0 70.0 45.5 70.0 70.0 43.6 70.0 70.0 43.5 70.0 70.0 42.2 70.0 70.0 38 3/8 NEG -75.0 -75.0 -90.0 -83.4 -75.0 -90.0 -57.2 -75.0 -90.0 -50.4 -75.0 -90.0 -48.8 -75.0 -90.0 -44.0 -75.0 -80.0 -43.6 -75.0 -90.0 -42.8 -75.0 -90.0 -41.2 -75.0 - 90.0 -41.0 -75.0 -90.0 -39.7 -75.0 -90.0 POS 70.0 70.0 70.0 63.4 70.0 70.0 57.2 70.0 70.0 50.4 70.0 70.0 46.8 70.0 70.0 44.0 70.0 70.0 43.6 70.0 70.0 42.6 70.0 70.0 41.2 70.0 70.0 41.0 70.0 70.0 39.7 70.0 70.0 CHANGE ANCHORS AND ADD 76" HEIGHT OPTION 43 NEG -74.1 -75.0 -90.0 -56.5 -75.0 -90.0 -62.1 -75.0 -90.0 -54.5 -75.0 -90.0 -51.3 -75.0 -90.0 -48.4 -75.0 -85.8 -47.9 -75.0 -85.0 -48.7 -75.0 -82.8 -45.1 -75.0 -79.9 -45.0 -75.0 -79.8 -43.5 -75.0 -77.1 POS 70.0 70.0 70.0 58.5 70.0 70.0 62.1 70.0 70.0 54.5 70.0 70.0 61.3 70.0 70.0 48.4 70.0 70.0 47.9 70.0 70.0 48.7 70.0 70.0 45.1 70.0 70.0 45.0 70.0 70.0 43.5 70.0 70.0 NO CHANCE THIS SHEET NEG -84.9 -75.0 -90.0 -50.4 -75.0 -90.0 -55.2 -75.0 -90.0 -50.7 -75.0 -84.7 -47.4 -75.0 -78.6 -44.7 -75.0 -74.0 41.3 -75.0 -73.1 -43.1 -75.0 -71.3 -41.5 -75.0 -69.3 -41.4 -76.0 -60.1 -40.4 -75.0 -87.3 POS 84.9 70.0 70.0 50.4 70.0 70.0 55.2 70.0 70.0 50.7 70.0 70.0 47.4 70.0 70.0 44.7 70.0 70.0 44.3 70.0 70.0 43.1 70.0 70.0 41.5 70.0 69.3 41.4 70.0 89.1 40.4 70.0 87.3 50 5/8 NEG -80.6 -75.0 -80.0 -47.5 -75.0 -90.0 -52.6 -75.0 -90.0 -482 -75.0 -79.5 -45.5 -75.0 -73.2 -42.8 -75.0 -69.4 -42.4 -75.0 -68.8 - 41.6 -75.0 -67.3 -40.4 -75.0 -65.3 -40.3 -75.0 -85.1 -392 -75.0 -63.3 POS 60.6 70.0 70.0 47.5 70.0 70.0 52.8 70.0 70.0 482 70.0 70.0 45.5 70.0 70.0 42.8 70.0 69.4 42.4 70.0 68.8 70.0 67.3 40.4 70.0 _85.3 40.3 70.0 65.1 39.2 70.0 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34270 P.O. BQX 1528 NOKOMIS, FL 34274 54 NEC -75.0 -90.0 -44.1 -75.0 -90.0 -75.0 -87.0 -75.0 -73.6 -42.7 -75.0 -68.3 -41.4 -75.0 -41.1 -75.0 -40.2 -75.0 -38.9 -60.6 -38.8 -75.0 -80.5 -37.7 -75.0 -59.1 POS 58.1 70.0 70.0 44.1 70.0 70.0 49.1 70.0 70.0 44.9 70.0 70.0 42.7 70.0 88.3 41.4 70.0 41.1 70.0 64.1 40.2 70.0 62.5 70.0 60.8 38.8 70.0 70.0 NEG -75.0 -90.0 -41.6 -75.0 -81.9 -42.0 -40.7 -75.0 -75.0 -61.0 -38.7 -75.0 -59.2 -75.0 -57.8 -37.6 -75.0 -57.4 -36.7 -73.3 POS 70.0 70.0 41.8 70.0 70.0 70.0 70.0 42.0 70.0 69.7 40.7 70.0 84.8 39.5 81.0 39.3 70.0 60.5 38.7 70.0 59.2 37.7 70.0 57.8 37.6 70.0 57.4 70.0 Visib& Better 60 NEG -53.3 -75.0 -39.2 -75.0 -89.4 -43.8 -75.0 -77.2 -40.1 -75.0 -38.6 -75.0 -61.4 -58.4 -37.3 -57.9 -73.7 -36.2 -72.4 -54.7 -72.3 -54.6 -71.0 -53.0 POS 53.3 70.0 39.2 70.0 70.0 70.0 70.0 40.1 70.0 38.6 70.0 61.4 70.0 58.4 70.0 57.9 38.9 70.0 58.5 38.2 70.0 38.1 70.0 54.6 70.0 53.0 Saftillaatot NEG -50.5 -75.0 -90.0 -36.9 -85.2 -75.0 -73.1 -38.0 -75.0 -73.2 -58.8 -71.4 -55.7 -35.5 -71.0 -55.2 -35.0 -70.1 -34.3 -88.6 -51.9 -34.3 -68.5 ,-51.7 -33.7 -67.4 -50.0 filar NTS POS 70.0 70.0 36.9 70.0 70.0 70.0 38.0 70.0 631 70.0 35.7 70.0 70.0 65.2 35.0 70.0 53.8 34.3 68.8 51.9 34.3 51.7 33.7 67.4 50.0 67 -55.01 55.0 -sail 48.1 thee 72 NEC' POS -50.91 50.9 47.71 47.7 41.91 41.9 -41.8141.8 °X0" & °OX° WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. °X0" or 0 0X" `XOX" UNEQUAL UTE WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: D. 7/17 LAMI (3/16115_090,3/1611S) ALL °X0X SIZES LIP TO 134. WIDE x 63° HIGH WITH 37° MM. VENT WIDTH AND 60" MAX. FIXED WIDThl AND ALL "X0° or "Or SIZES UP TO 97" WIDE x 87 HIGH WITH sr MAX VENT WIDTH AND 60" MAX. FIXED WIDTH 70.0 °X0° or "OX" "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL-4608 • • • AIL °XOX" SIZES UP TO 134° WIDE x 76" HIGH VVITH sr MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH AND • • e or °Or SIMS UP TO 97° WIDE x 77 HIGH WITH sr MAX. VENT WIDTH AND 60° MAX. FIXED WIDTH 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR A 1/4° SS4 CRETE-FLEX ANCHORS. Z. IF STALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. PRESSURES- UNEQUAL CONFIG. X0, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT 0 UNEQUAL UTES 0 UNEQUAL UTES UNEQUAL LITF-S mown' MOM Maim Coge z IIALf /or Lucas A. Turner. P.E. PE atia201 Mechanical • •••• • • • • •• • • • • • • • • •••• • • • •••• • • • • • • • • • • • •• • •• •• • • • • • • •• • • • • • • • • •• • • • • • •• • • • • • ••• • •• • • • • • •••• • • • • • ••• •• ••• • • • • • • •• • • • • • •• ••• •• • • • • •• • •• • • • • • • • • • • •• • • • • • • • • • '• • • • • ••• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • • •• •• ••• • • • ••• • • • • • • • • ••• • • • • MAX. HEIGHT (SEE SHTS. 3 & 4) • • • • •. • VERTICAL SECTION OPERABLE UNIT MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. FIXED LITE DAYLIGHT OPENING — (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX Ww MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X HORIZONTAL SECTION - XX REFERENCE 'XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A OG f REFERENCE "XX' FRAME ASSEMBLY DETAIL, SHEET 11 A I MAX. � ` �'�''• Imo- DAYLIGHT OPENING VENT ~`t I (SEE SHT. 3) MAX. WIDTH (SEE HT. 3) PRODUCT' MEM/ n cemngwith the Fterilk Mang Cato • Acmpt i No • ; • Ade FK R..d9y. F F.K. • Le F.K. • B 04 • Hermfay.• keit 4 •0 ma - .,e1. IME 12/17/02 ADD 12/1471.0. GLAZING BEAD ITEM KNOW TOP HINGE CHO SHT. NO. REF. ANDAOD ITEM 89 1070 TECHNOLOOYDRIVE ROICOMOS FL 34275 P.O. BOX 1829 NOKOMIS R.34274 vvwr, Bette, SECTIONS ALUMINUM CASEMENT WINDOW IMPACT s s_ a.. N. rta: CA NTS 10 d 13 7045 D Leese A. Timmer, P.E. PE 088201 Mechanical • • • • • • • • • • • • •••• • • • •• • •••• • • •••• • •• • • • • • •• •••• •• •••• • •• • • • ••• •••• • • •••• • • • • • •• • • • • • • • • • • •• •• • • •••• •• •••• • • •• • • • • • • •• • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • •• ••• • • •• • • • • • • • • • • • ••• • • • • • FRAME ASSEMBLY TUBE, MATL: 6063-T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 Pi! I_ #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL SASH FRAME TOP OR BOTTOM RAIL 1.376" LI 440" .095" CASEMENT BACKING PLATE MAIL: 6063 -T6 DWG# 7071 .434" 7 2.854" 1 062" NOM. 1.159" 2.139" (SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A .062" NOM. I-- J 2.784" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A 2.919" 1 1 j •:.• tsx..V • Kramer F.K. Kramer F.K • PM, Br F. K. 0111• • SF8/0• • ••• • • •7/10118 • •`19 5 • 17!17/02 S C Ratios: QJU"em NO CHANGE THIS SHEET NO CHANGE THIS SHEET A001TEM 89 rue I 1070 TECHNOLOGY DRIVE NOKOMS, FL 34275 P.O. BOX 1579 NOKOMI9 FL 34274 Visibly Berner o EXTRUSIONS & ASSEMBLY DETAILS Tft ALUMINUM CASEMENT WINDOW, IMPACT s"rvm CA -740 Ikea I - ,. NTS 11 a 13 I pinqe 7045 -8 Lucas A Tam, P.E. PE 958201 Mechanical • •• • • • • • • • • • • • • • •• •• PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LACK 74 7016 SINGLE LOCK KEEPER 75 70834A 68 X .730 QUAD PN SMS 80 7005A FIXED WINDOW FRAME • HEAD, SILL & JAMBS 81 1155 781PQA 68 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" 10.) 86 13/16" L0. GLASS (1/8"HS, AIR SPACE, 5 /16 "LAMI) 5/16° LAMP= (2) 11088 OF 1 /8"HS GLASS WITH AN.090 LNTERLAYRR • SOLI TIA OR DUPONT PVB 87 13/16° LG. GLASS (1/8"11LAM.. S, AIR SPACE, 7 /16 °LAMI) 7/16° IA 3/16A & 3 /16HS GLASS WITH AN.090 INTERLAYER • SOLUTIA OR DUPONT PVB 13/16" LG. GLASS (1 /8°HS, AIR SPACE, 7 /16 "LAMJ) 7/16° LAME= 3/16HS & 3/16115 GLASS WEB AN.090 PNTERIAYER- SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENTT BACKING PLATE (SEE NOTE 4, SHEET 13) • • • • • •.• • • • •• • • • • •••• • • • •• • •••• • • •• • •• • • • • • •• •••• • • • • •• • • • ••• •••• • • • • • • • •• • • • • • • • • • • •• •• • • •••• • • •• • • •• • • • • • •• ••• • • • • • • •• • • • • • •• ••• •• • • • •• ••• • • • • • • • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• PARTS LIST ITEM 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 • • 6: • 61 •a i 76 71 72 DWG # 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 • • • J004A • • • 7011 • • 7012 7019 7018 PGT. # 781PQA 781PQA 67017K 78X78PPSMS 7858ZA 710x12FP 611.247 6163K 61635K 60976 78x12PSTW/B 67004 7I2X1PPT 711573 7FLDHD DESCRIPTION MAIN FRAME • HEAD, SRL & JAMBS 68 X 1 QUAD PH SMS FRAME CORNER KEY 12"X1/2°X1/8" CLOSED -CELL FOAM TAPE SASH • TOP, BOTTOM & SIDE RAILS 68 X 1 QUAD PH SMS BULB WEATHERSTRIP .1877(.240 SASH CORNER KEY MAXIM MULTI -POINT LACK LOCK SUPPORT PLATE 610-24 X.562 PH. IN. TYPE F MULTI -LOCK KEEPER (R.H. & L.H.) 68 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXII DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 68-32 X .375 PH. FN. TYPE B STUD BRACKET (L.H. &11.11.) 98 X 5/8" FLT. PBL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP-ON HANDLE 12" HINGE (HEAVY DUTY) 010 X S00 PH. PIE.. 5/16' LAMINATED (1/8A & MILS GLASS) .090INTERTAYER • SOLUTIA OR DUPONT PVB 5/16" LAMINATED (1/8115 & 1/811S GLASS) .090INTERIAYER - SOLU'EA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3/16HS GLASS) .090IN7'ERLAYER • SOLUTIA OR DUPONT PVB 7/16° LAMINATED (3/16HS & 3/16114 GLASS) .090INTERIAYER - SOLUTIA OR DUPONT PVB (HAZING BEAD (5/16°) GLAZING BEAD (7/16") VINYL BULB WSTP (THICK) SILICONE •DOW CORNING 899, 995 OR EQUIV. PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP 68X.500 SQ. IN.TEKSMS CASEMENT FRAME ASS'Y. TUBE 612 X 1 " PH. PHI. TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP -ON T•11ANDLE KNOB FOLDING HANDLE .706" .050° 5" 0 5/16° GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" —1 .050" .423" 41 7/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040" IC 1.000" _1 50 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 — ► j r' — .172" .870" .125" .062" .050" k— .569" 0 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 .093" J .289° 67 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 2.701' Wsae7 FJL wwday F.K. �1� F.K. 411 • 12/17/02 RaASba Aaralara: Ravtr4. cno0a°By. ADD 13/18' I.O. GLASS 8 OLAZINO BEAD NO CHANGE THIS SHEET ADD EQUIV. TO ITEM 44, SBJCONEAND ADO ITEMS 87, 88 AND 89 1070 TECHNOLOGY DRIVE NOXOM1B, FL 30278 P.O. BOX 1829 NOKOMI9, FL 34274 Visibly Better Doakara PARTS LIST & EXTRUSIONS Ter ALUMINUM CASEMENT WINDOW, IMPACT CA-740 N TS ma.t 4aamw. 12 13 7045-8 D Lucas A. T'L'mer, P.E. PE 668201 Mechanical •••• • • • •• • •• • • •• • •• • • • • • •• •••• • • •••• • •• • • • ••. •• •• • •••• • •• • • • • • • • • • • •• •• • • • • • • •• • • • • • •• ••• • • • • • • •• • • • • •• ••. •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • •• ••• • • •• • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • Q 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -►f r — ®SEE NoTL c Rend Sy FK RAW Br F.K. F. • l l oot 1 1/2" 1 MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK S kavIslatt Pevbios Ceder SEE NOTE 4 SEE NOTE 4 1/4" MAX. SHIM SEE NOTE 1 /,Q 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM f 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE NO CHANGE THIS SHEET NO CHANGE THIS SHEET REVISE NOTES AND REMOVE 3115' TAPCONS 5 014 SCREWS Osta ; 1/4° MIN. OPERABLE UNIT FRAME TO CONCRETE Wt WOOD BUCK LESS THAN 1 1/2" THICK 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 1/4" MAX. SHIM f•- A SEE NOTE 2 1/4" MAX. SHIM NOTE 1 t„tt ®SEE Visibi, Berger �T- A 2x WOOD BUCK (SEE NOTE 3) 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4° MIN. FIXED UNIT FRAME TO CONCRETE SEE NOTE 4 SEE NOTE 4 ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM-1 NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 21/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. • $EE $FEET 1 FOR SPACING. :3.2V0. OD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD • •SUCK'S ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR ORF,VIER. 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. ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 93 a 13 7045 -8 Tej r , SEE NOTE 4 11/4 °� MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK Lucas 8. Tumer, P.E, PE 058201 Mechanical MIAMSE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 3427 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 (MU). 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: 1"x Std. Wall- Aluminum Tube Clipped Mullion -L.M.L APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., dated 04128/00, with last revision on 05/30/06, bearing the Miami -Dade County Product Control Renewal Stamp with last 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. TtsNf)4 r$v1IIes ar(d r a N1OA *04-0528.04 and, consists of this page 1 and evidence pages E-1 and E-2, as vteil as sgiprg 4 teinintinefkmed above. Thesubtajtt84 ¢oAyaer atorl vas reviewed by Jaime D. Gascon, P.E. •• • • •• • • • • • • • • ••• • • • • • • • • • • . • • •• •• ••• • • • • : • • /5:49, Pr • • • • •Qp Z . • ••• • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • MIAMI DADS COUNTY, FLORIDA MEMO -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 06-0125.06 Expired= Date: June 28, 2011 Approval Date July 20, 2006 Page 1 PGT Industries •• ••• • • • • • • • • •• ••• •• •• • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • .. • • • • • •• •• • • • •• •• 0 •• • • • ••• • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6220, Sheets 1 through 5 of 5, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion, prepared by PGT Industries, dated 04 /28/00, with last revision on 05/30/06, 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 lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F TL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.04" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.04" 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# 04-0528.04" 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. G ' +n, P.E. Chief, Product Control Division NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 04- 0721.01 issued to Elco Textron, Inc., for Tapcon Concrete Anchor, dated 03/09/06, expiring on 01/08/11. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No.04- 0528.04, issued to PGT Industries for 1" x Std. Wall- Aluminum Tube Clipped Mullions, dated 07/08/04 and expiring on 06/28/06. .. ... • • • • • .. • • . . • • • • • . ••• . . • • ... .. • •. • • . • • • • • • • • • • .. • • • • • • • • . . . . . . • • • • • • • • • • • • • • • • • • • • • •.. • ... • • • • .. • • • • • • • • • • • • • • •. • • • • • • • • • • • • • • .. .. • • • .. .. •.. • • • 0 .. • • E -2 J - iiie D. Gascon, ' .E. Chief, Product Control Division NOA No 06-0125.06 Expiration Date: June 28, 2011 Approval Date: July 20,2006 • • • • •••• • •••J B" • "v OR ✓ AT BOTH • • • S AND yT BOTTOM • WS • • • • • • • • • ANCHORS DETAIL A ••• • • •• ••• •• • • 1' 1 • • •• • • • MULLIONS ••. • MI lib AI •• • • •• • • • • • • • • 1 1 W2 • • ••• W •• • W = Wl +W2 H = Hl +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 Ml) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR Wl +W2 142) MAX OPENING = W OR W1 0/2 MULL LENGTH = Hl ANCHORS DETAIL A ANCHORS DETAIL B C" OR D" AT BOTH ENDS AND AT BOTTOMS W W = W 1 +W2 +W3 H = H1fH2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H 01? Hl +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 01? W2 +W3 MULL LENGTH = H1 NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. M3) 1. THE 33 1/3Z STRESS INCREASE HAS SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT APPUCATIONS. 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 AL TO THE STRUCTURE. MAXIMUM OF (7) MULLIONS H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, RI Lw TO 30/06 58 /O6 Reams f NO1E5 5 & 6 Iimeskom REFS. UNITS. Robert L Clark. P.E. PE 139712 Structural ANCHORS DETAIL "B". "C" OR D" BOTH ENDS ANCHORS DETAIL T. "C" OR "Cr BOTH ENDS --W1 W W2 W = W1-1-W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 TECHNOLOGY ORNE NOKOl6^.,, FL 34275 P.O. BOX 1529 NOXO119S, PL 34274 Read Bye F.K. MULUON Read 1be F.K. P P 4728/00 ULLION H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING =HORHI +H2 MULL LENGTH = W 1" STANDARD WALL, ELEVATIONS MIKIDUCT Ampere. N. � ,�1 ZS.00 otird %efe:ycr ALUMINUM TUBE CLIPPED MULLION Sar../vaa r Sox** s Orating No. MULLS NTS 1 of 5 6220 0 841 • • •• • • `• • • •i'' 1 x MU • •••• • FLANGES OFT CLIP 7O FOPw •*• • ••WU •CHANNE+L AIW. • • ASWILL AS PAWN • • • • •••• • PGT• 1x MULUO WOOD BUCK • •• " 41 MIN. • •• • •••• 0410 3` • • •• •• 1 PGT 1x MULLION SEE NOTES 2 & 3 MIN. 2 OR 4" •• • • FOR 1 ":MuL4.•i" • • • • • • • TYPICA1' M&ILLAN TO MULLION INSTALL4T7ON. DETAIL • • •••• 2" OR 4" /12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH WOOD BUCK EACH OTHER) REMOVED TO SEE NOTE .3 CONCRETE 112 SCREW, SEE NOTE .3 A " /12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE .3 SEE NOTES 2 & 3 TYP CAL MULLION TO STRUCTURE WITH NOTES; WOOD BUCK. DETAIL "B" 1. FOR CONCRETE APPUCATIONS IN MIAMI —DADE COUNTY, USE ONLY MUIMI —DADE L COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" 554 CRETE —FLEX MASONRY SEE ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE NOTE 1" IS 2 1/2" MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRETE —FLEX 1 3/4" 1 2. FOR WOOD APPLICATIONS USE /12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERL4.. SHALL BE BEYOND WALL DRESSING OR STUcco. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL—TO —CUP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING 5. I MIMUM OF 2 SCREWS PER CLIP. MPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. F1ND THE APPLICABLE MULL SIZE AND As PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. PGT 1x MULUO 1 NOTE PGT ix MULUON -- Robert L. Carp. P.E PE Sbudural W000 MIN. BUCK I 2i() ik(TYP TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL C" MIN. 2 1 r SEE NOTE 1 F'T' 1 1 1070 TECHNOLOGY DANE NOKOMIS FL 34275 P.O. BOX 1.529 NOHOW FL 34274 2" OR 4" 001) BUCK 2" OR 4" SEE f w i . :. R: • ' 41 NOTE l TYPICAL MULLION TO STRUCTURE_yVITH WOOD BUCK AND CONC.. DETAIL "D" TO BE USED ONLY WITH POT !!NDUSTRIES PRODUCTS K 530 11!Y NOTES 3 8 5 50•4 OP /12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 112 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR, SEE NOTES 1 & 3 58/06 C EMMA DBMS ,.•.t art, P.J 478/00 1" STD. WALL, CLIP INSTALLATION DETAIL m• ALUMINUM TUBE CLIPPED MULLION Sarka/Yodth S care: 5h.t AOT Ho. MULLS I NTS 12 of 5 I 6220 Reg. D • • • • .. • • .. • • • • • .... . • ▪ . ... • • • • • • • • • • • • • • • 1" MULL CLIP (CUP TO OPENING) EXTRUSION DWG #1099 CUP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 x 1/8 1 11/16 .. • .. .. • • • • • • SO .... .... • . • • • .. .. .... • • 1 x 4 x 1/8 3 11 /16 A TWO (2) ANCHOR LOCATIONS MOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS. PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPUCAT1ON. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. FOUR (4) ANCHOR LOCATIONS (3)EQ.SP.@ (A -3/4)/ 1070 TECHNOLOGY ORNE NOHOW& FL 34278 P.O. 80Y 1329 NOKOMl5 ft 34274 1" MULL CLIP W/TABS REMOVED (CUP TO MULL) EXTRUSION DWG #1099 A/2 BMIN. A 1 ONE (1) ANCHOR LOCATION MIN. A 2 THREE (3) ANCHOR LOCATIONS MIN. TYP. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS R 3730/06 S78/06 Omen B,e P.J.P. 4 28/00 Reisionsc D—NO fdAG THIS SNT Radians: C— Rf1ASE SAQNG 1" STD. WALL, ANCHOR LOCATIONS ANse ALUMINUM TUBE CLIPPED MULLION sns/N.et MULLS scar.: NTS Shoot 3 or 5 Drawing Na. 6220 Ran •••• • • • • . • • •• •• • • • • •••S • • • • • • • • • • •• • • • •• • • • • - • .• •.•• •••• • • • • • • •••• •..• • • • • r•• . • • • • ••• • •• • • • • 1 •••• • • . • •••• NOTE: 1. REFERENCE TEST REPORT FrL -2902, 2903 AND 2975 .� $ (TYP) 1 x STD. WALL MULLS MAT`L: 6063 —T6 Robert L Clark. P.E. PE 1138712 So-aanaal 3 --4 (TYP) TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 TECHNOLOGY owwlffl R. 34273 P.C. 8G% 1529 MAMMA FL 34274 " % /06 9 —NO C NG rfiS 5HT.. R MOO c —NO CHG THIS SKr P.J.P. Orem 428/00 1" STD. WALL, MULLION PROFILES ALUMINUM TUBE CLIPPED MULLION Sarha/Auxkk MULLS Scat: 1x Sheet 4 ar5 000r0g No. !Peer a 6220 0 •• • • • • • • 2 Z z 5 1114, 14T 1. " 102s : • . r� AIX KTYP. • • •..' • oP NIP4G WIDTH IN INCHES •4 N C H O R 5 8 60 ' C • •1 • :GLIP•TO (2) A ARGNING (2) B °GISMO • AWL 42 in 48 : B3 • •••• 50.625 • tr 60 41' ► .• • • (2 ••4 tile, IT I Z35. 4 42 B lfi B 63 " " 47 e ( 2 ) 90 63 66 72 76 78 QTY. S TYP. ANCHOR CUP TO OPENING CLIP TO MULL Z z 9 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 ••• 111.13 ( 103 73 61 61 50 49 39 35 31 29 27 23 20 17 16 35 30 27 24 23 30 26 23 21 19 20 17 15 18 15 CHART 2. - 1x4x.125 OPENING WIDTH IN INCHES 50 (2) A (4) B (3) B 170 170 170 170 170 170 170 142 120 111 88 72 59 41 38 17 60 (2) A (4) B (3) B 170 170 170 170 170 160 145 120 102 94 75 60 32 70 (2) A (4) B (3) B 170 170 170 170 157 141 127 105 90 " 83 65 53 43 30 28 80 (2) A (4) B (3) B 170 170 170 170 143 128 115 95 81 , 74 59 47 38 27 24 (2) A (4) B (3) B 170 170 170 162 134 119 106 87 74 68 53 43 35 24 22 100 (2) A (2) B (1) B 103 61 49 38 26 22 18 100 (2) A (4) 8 (3) B 170 170 170 158 127 112 100 20 110 (2) A (2) B (1) B 103 61 49 38 25 21 18 110 (2) A (4) B (3) B 170 170 170 157 124 108 96 77 65 60 48 37 30 20 19 120 (2) A (2) B (1) B 103 61 49 38 25 17 120 (2) A (4) B (3) B 170 170 170 157 122 106 93 74 63 57 44 35 28 19 130 (2) A (2) B (1) B 103 61 49 38 25 20 17 • 130 (2) A (4) B (3) B 170 170 170 157 122 106 72 61 55 42 33 27 18 16 • 160 (2) A (2) B (1) B 103 61 49 38 25 20 17 160 (2) A (4) B (3) 170 170 170 157 122 106 92 81 69 63 49 39 71 59 53 40 31 24 16 32 22 ! VOTES: 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. Robert Clink. P£ PE 112 Verticai Mull Mull Length I_,Opening_ width Horizontal Mull Opening With � Mull Length Multiple Mulled Units Etit Mull Length 1 I \Opening Width TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS :r 10770 P.O. BOX 1329 NOKQIOS, R 34274 /0 Rooker D-NO as RS stfT 5 8/04 8 ED t Orem P. P. 48/00 1" STD. WALL, PRESSURE CHARTS 1 & 2 1m• ALUMINUM TUBE CLIPPED MULLION s.r w see MULLS I NTS 1 5 of 5 K°. Rrr 6220 D