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HomeMy WebLinkAboutProduct Approval Exterior DoorFlorida Building Code Online File Cb9py of 3 BCIS Home j Log In I User Registration Hot Topics ; Submit Surcharge ) Stats & Facts Publications ; FBC Staff BCIS Site Map Links € Search Ro"ida 1 Product Approval 0 USER: Public User Pr', Approval Menu > Product or Application Search > Application List > Application Detail FL # FL253- •Sri r«� Application Type Revision Code Version 2014 Application Status Appro ed *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email U7 ec no o -rive North Venice, FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Authorized Signature lens Rosowski jrosowski@pgtindustries.com Technical Representative lens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 1 (941) 486-0100 Ext21140 jrosowskl@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category �Extbrior. jSinging Subcategory oor Assem Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By I Product Approval Method Method 1 Option A Date Submitted 08/08/2016 Date Validated 08/12/2016 Date Pending FBC Approval Date Approved 08/18/2016 Year 1994 http://www.floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgvweIwRFXRvH... 8/4/2017 Florida Building Code Online. Page 2 of 3 Summary of Products FL # L4odeIif*mrIb—er—tdijZN4 a Description 253.1 �;, _ WlnGuard Outswing Aluminum French Door with or without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes f l._253 R17 C CAC_J,,fi_f f2,ef_37,prlf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/18/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for f r ■ w A • - t, . e product performance Information, anchorage details, and anchor type, Ve Mid B : Miam1'Dade BCCO •CER size, and spacing information. Created by Independen hirddParty: Evaluation Reports Created by Independent Third Party: 253.2 FD�f01�(fJon?Imp�ct) Outswing Aluminum French Door with or without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R17 C CAC 1.6-0629.I8.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/02/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) fo h .+ .. R•1:, rid-(?f„�r.,� 7.0".p>41f product performance Information, anchorage details, and anchor type, a,VerfiPd By: Mlami'Dade. BCCO -CER size, and spacing information. Created b ndependen Third Party: Evaluation Reports Created by Independent Third Party: 253.3 jiFD - 650 (Non -Impact) Outswing Aluminum.French Door with or without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 1217 C CAC 16-0629.15.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2020 Design Pressure: N/A I Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL253 R17 11 16-0629.15.1)df product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 253.4 JFD - 750 (Impact) WlnGuard Outswing Aluminum French Door with or without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R17 C CAC 16-0629.16.pdf ' Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL253 R17 11 16-0629.16.1)df product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created byloclependentThird Party: 253.5 FD-5455 (Non -Impact) Outswing Vinyl French Door with or without Sidelites and Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R17 C CAC 16012606.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/23/2019 Design Pressure: N/A Installation Instructions Other: FL253 R17 1.1 16012606.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 253.6 FD-5555 (Impact) WlnGuard Outswing Vinyl French Door with or without Sidelites and Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R17 C CAC 16012604.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/23/2019 Design Pressure: N/A Installation Instructions Other: FL253 1W Il 16012604.edf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 253.7 SE-3550 (Impact) Outswing Aluminum Storefront Door with or without Transom Limits of Use - Certification Agency Certificate Approved for use in HVHZ: Yes FL253 R17 C CAC 16-0421.10.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/17/2018 , Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL253 R17 li 16-0421.10.Ddf product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statemen Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, http://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvweIwRFXRvH... 8/4/2017 Florida Building Code Online - Page 3 of 3 please provide the Department with an email address which can be made available to the public. To determine If you area licensee under Chapter 455, F.S., please click here . Product Approval Accepts: MT 92 ® sClieij M Credit 4 Safe securit':y htuiucs http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvweIwRFXRvH... 8/4/2017 CflUf�T1' ' MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miwnidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, 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 and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series' D-101" utswing Aluminum French Door w/ Sidelites — Non -Impact APPROVAL DOCUMENT: Drawing No.11005-2 Rev E, titled "Outswing Non -Impact French door(s) & Sidelite(s)", sheets lthrough 11 of 11, prepared by manufacturer, dated 01/15/07 and last revised on 06/08/16, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING. one: pproved Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitations: 1. Use of Table 1 or 2 (sheet 1) requires full length reinforcements (item # 22) for OX, XO, XXO, OXX, OXO and OXXO configurations. The lower design pressure from table 1 or table 2 shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. Nominal'/a" max. air space is applicable for I.G. glazing with spacer item # 102. 4. lx or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ LABELING: Eachunit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL,of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERIVIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-052815 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MtAMWADE COUxrY �Ljyzifflall O o.16-062918 irat, i Date: August 02, 201 Approval Date: u y , 20 6 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # listed below) 2. DrawingNo.11005-2 Rev E, titled."OutswingNon-Impact French door(s) & Sidelite(s)", sheets Ithrough 11 of 11, prepared by manufacturer, dated 01/15/07 and last revised on 06/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, 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 Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. 2. 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) Forced Entry Test, per FBC 24113.2.1 (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(s). FTL-4964, dated September 09, 2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under files#15-0528.25/12-0516.03/#11-1013.21) C. CALCULATIONS (Submitted under files #15-0528.25) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (5'b Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS (Submitted under files #15-0528.25) 1. Statement letter of conformance to FBC 2014(5b edition) and letter of no financial interest, prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA # 15-0528.25, expiring 08/02/17. 2. Test proposal # 16-0152 dated 03/09/16 approved by RER. 3. Test proposal dated Jan. 17, 2007 approved by BCCO. Is aq L Chanda, P.E. .Product Control Examiner NOA No.16-06298.18 Expiration Date: August 02, 2017 Approval Date: July 21, 2016 E-1 NOTES: OUTSWING NON -IMPACT FRENCH DOORS AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/16' TEMPERED GLASS B. 5/8" I.G. GLASS CONSISTING OF (2) LITES OF 3/16" 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. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. EX 3. CONFIGURATIONS: X, O, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 74 OR 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. 3116' 5. SHUTTERS ARE REQUIRED WHERE IMPACT RESISTANCE REQUIRED. SHUTTERS MUST BE MIAMI-DADE COUNTY APPROVED FOR INSTALLATION IN MIAMI-DADE COUNTY. 6. SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL-4964, ELCO TEXTRON NOA'S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION, ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 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 6). 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 CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. 10. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 118"WIDE OR OVER COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. TABLE 1. DESIGN PRESSURES: OUTSWING DOORS (SEE NOTE 9A AND 9B ABOVE FOR OX,XO XXO,OXX,OXO & OXXO z DOO DOOR HEIGHT C3i 1MDTH P6$7,9 �07 7° - 83 314" 87 3IN' 1 91 3/4" 8° - 95 314" X 2° 251/2" +75.0 -112.1 +75.0 -105.8 +75.0 -100.2 +75.0 -95.2 +75.0 -90.7 X 271/2" +75.0 -105.0 +75.0 -99.0 +75.0 -93,7 +75.0 -89.0 +75.0 -84.7 X 29112" +75.0 -98.9 +75.0 -93.2 +75.0 -88.2 +75:0 -83.7 +75.0 - 9.6 X 2° 311/2" +75.0 ' -93.7 +75.0 .-88.3 +75.0 -83.4 +75.0 -79.1 +75.0 -75.2 X 28 331/2" +75.0 -82.3 +75.0 -82.3 +75.0 -79.3 +75.0 -75.1 -+71.3 -71.3 3 1112y +72,9, -72.9 1472.9 -72.9 +72.9 -72.9 +71.6 -71.6 +68.01 68.0 X 3° 37112" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 XX 4° 47 314" +75.0 -112.1 +75.0 -105.8 +75.0 -100.2 +78.0 -95.2 +75.0 -90.7 XX 51 314" +75.0 -105.0 +75.0 -99.0 +75.0 -93.7 +75.0 -89.0 +75.0 -84.7 XX 55 3/4" +75.0 -98.9 +75.0 -93.2 +75.0 -88.2 +75.0 -83.7 +75.0 -79.6 XX,5° 59 314" +75.0 -93.7 +75.0 -88.3 +75.0 -83.4 +75.0 -79.1 +75.0 -75.2 XX 64 63 3/4" +75.0 -82.3 +75.0 -82.3 +75.0 -79.3 +75.0 -75.1 +71.3 -71.3 XX 67 3/4" +72.9 -72.9 +72.9 -72.9 +72.9 -72.9 +71.6 -71.6 +68.0 -68.0 XX 6° 71 314" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 STANDARDS USED: FLORIDA BUILDING CODE (FBC), 5TH EDITION I El300-09 IAF&PA NDS-2012 FOR WOOD CONSTRUCTION AINUM DESIGN MANUAL, ADM-2010 5100-07/S2.2010 3/.1,6" GLAZING OP:TEI:� . EXTERIOR <==> INTERIOR EXTERIOR 76 I rJ 1/2' U � 94 NOM. 80-83 3/16' TEMPERED GLASS AIR SPACE 3/16" TEMPERED GLASS 5/8'. NOM. 5/8" I.G. GLAZING OPTION TABLE 2. DESIGN PRESSURES: SIDE LITE (SEE NOTE 9A & 9B ABOVE SIDE LITE SIDE LITE HEIGHT WIDTH 68 - 79 3/4" 7° - 83 3/4" 87 314" 1 91314" 8° - 95 3/4" 103/4" +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 ASS. 12 VC +75..0 -150.0 +75.0 -150.0 +75.0 -150.0 19" +75.0 .138.5 +75.0 -131.0 +75.0 -124.� 21 3/4" +75.0 .123.4 +75.0 -116.6 +75.0 -110.E 27 314" +75.0 -101.1 +75.0 -95.3 +75.0 -90.2 36IIW' +67.3 -67.3 +67.3 -67.3 +67.3 -67.3 36 3/4" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +76.0 +75.0 ALUM. FRENCH DOOR & Si P.O. BOX 152D �y sme h¢ nroKOA1l9, FL 31T74 V ibly Bette F 101 1X 1 d 11 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES ............ 1 CONFIGURATIONS........... 1,2 GLAZING DETAILS........... 1 DESIGN PRESSURES...... 1 ALT. DESIGN PRESSURES.2 ELEVATIONS .................... 3 VERT. SECTIONS ............. 4 HORIZ. SECTIONS ........... 5 PARTS LIST ...................... 6 EXTRUSIONS ................... 6,7 ANCHORAGE .................... 8-11 PRODUCE REVISED of cowpVog whh the Flo"- 1wbHeSCok 0�2 1B Acefpt.m No 16-- FApkwir pate V4�z4201% p�jyr may. a Coouol r 0 +75.0 -150.0 3 +75.0 -112.8 off.( ........ _� `��..•�\�gNSF 58705 s-o '•�- fir: �C^�� ' • �t0R10P. �C� 1 `'tot ,` wN R A. LYNN LLE, P.E. Iv�I FL P.E.# 58705 1 +75.0 -100.1 i 1 +75.0 81.3 +65.0 -65.0 4 ING DETAILS 3, NON- IMPACT 11006 Z w. E TABLE 1A. DESIGN PRESSURES: OUTSWING DOORS DOOR DOOR HEIGHT WIDTH 6g - 79 3/4" 7D - 83 3/4" 87 314" 91 3/4" 80 - 95 3/4" 2D 251/2" +60.0 -60.3 +57.0 -57.0 +54.0 -54.0 +51.3 -51.3 +48.8 -48.8 271/2" +56.5 -56.5 +53.3 -53.3 +50.5 -50.5 +47.9 -47.9 +45.6 -45.6 291/2' +53.3 -53.3 +50.2 -50.2 +47.5 -41.5 +45.0 -45.0 +42.8 -42.8 26 311121, +50.5 -50:5 +47.5 -47.5 +44.9 -44.9 +42.6 -42.6 +40.5 -40.5 28 331/2" +44.3 -44.3 +44.3 -44.3 +42.7 -42.7 +40.4 -40.4 +38.4 -38.4 351/2 +39.3 -39.3 +39.3 -39.3 +39.3 -39.3 1-38.6 -38.6 +36.6 -36.6 30 371/2" +35.0 -35.0 +35.0 -35.0 +35.0 -35.0 +35.0 .35.0 +35.0 -35.0 4' -47 3/4" +60.0 -60.3 +57.0 -57.0 +54.0 -E4.0 +51.3 -51.3 +48.8 -483 51131411 +56.5 -56.5 +53.3 -53.3 +50.5 -50.5 +47.9 -47.9 +45.6 -45.6 55 314" +53.3 -53.3 +50.2 -50.2 +47.5 -47.5 +45.0 45.0 +42.8 42.8 6' 59 3/4" +50.5 -50.5 +47.5 -47.5 +44.9 -44.9 +42.6 -42.6 +40.5 40.5 5° 63 314" +44.3 44.3 +44.3 44.3 +42.7 42.7 +40.4 40.4 +38.4 -38.4 673141. +39.3 i -39.3 +39.3 -39.3 +39.3 -39.3 +38.6 -38.6 +36.6 -36.6 e 71 '4 4" +35.0 -35.0 +35.0 -35.0 +35.0 -35.0 +35.0 -35.0 +35.0 -35.0 'ABLE 2A. DESIGN PRESSURES: SIDE LITE ;IDE LITE SIDE LITE HEIGHT WIDTH 68- 79 314" 7D - 83 3/4" 87 314" 91 3/4" 8D - 95 314" 90 314" +60.0 .120.0 +60.0 -118.1 +60.0 -112.4 +60.0 -107.2 +60.0 -102.4 12 3W, +60.0 -106.4 +60.0 .100.9 +60.0 -95.9 +60.0 -91.4 +60.0 -87.3 19" +60.0 -74.6 +60.0 -70.5 +60.0 -66.9 +60.0 .63.7 +60.0 -60.7 21314" +60.0 -66.4 +60.0 -62.8 +59.5 -59.5 +56.6 -56.6 +53.9 -53.9 27 3/4" +54.4 -54.4 +51.3 -51.3 +48.5 -48.6 +46.1 -46.1 +43.8 -43.8 36118" +36.2 -36.2 +36.2 -36.2 +36.2 -36.2 +36.2 -36.2 +35.5 -35.5 36 3W' +35.0 -35.0 +35.0 -35.0 +35.0 -35.0 +35.0 -35.0 +35.0 -35.0 NOTES: 1. CONFIGURATIONS WHICH CONTAIN A SVE LITE TO DOOR CONNECTION A. THE LOWER DESIGN PRESSURE FROM TABLE 1A. OR 2A. PREVAILS. B. DOOR AND SIDE LITE COMBINATIONS FROM TABLES 1A. AND 2A. DO NOT REQUIRE REINFORCEMENT ITEM 22. 2. POSITIVE DESIGN PRESSURE IS LIMITED TO 60 P.S.F (WATER RESISTANCE 9.0 P.S.F.) FOR DOORS AND SIDE LITES IN TABLES 1A AND 2A. 3. DESIGN PRESSURES UNDER 4.0 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. ��! ALUM. FRENCH DOOR & SIDE LITES, NON -IMPACT P.O. BOX iS2B NQKO" FL 74 vuiby Better �' o NA 2 m 11 " 11005-2 E FRODVCf REVISED n maPMo4 wX6 the Fl.dd► bW7eL Cads eaq�..ee No��r 0629•/$ �731I2" MAX. - 36 314" MAX. SEE NOTE 4OX OR XO 37 112" �A MAX. 109 1/2" MAX. 36 3/4" 36 3/4' env SEE NOTE 3+{�-- KADY 49 l � I 103 1 , L�2 143 3/4" MAX. 36 3/4" 36 3/4" ---�---SEE NOTE 3— Mox 49 ,' i I `, 41 Ell /® Cc JE/EXACTILINACIT r O SEE NOTE 4--"e OXO '-—SEE NOTE 4 SEE NOTE 4---" 36 314" 71 3/4" MAX. MAX. 25' MAX. 33 112" MAX. A DLO (TYP) B DLO (TYP.) G JG 95 3/4" MAX. 1 103 (TYP.) ®� 84 MAX DLO (TYP.) (TYP')DI i �,/ ID CI ® i ,/ !C Ff F / X J L X ACT. 1XIALACT. A f -- A —' XX 41 B O NOTES: 1. FOR ANCHORAG DETAILS SEE SHEETS 6 THROUGH 11. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE'OXO' 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. 5. CLEAR OPENING FOR W AND WC DOORS AS FOLLOWS: (W DOORS = WIDTH - 5.646) ()0C DOOR = DOOR WIDTH/2 4.079) 6. SIDE LITE DLO WIDTH = SIDE LITE WIDTH - 3 1/4" SIDE LITE DLO HEIGHT= SIDE LITE HEIGHT -11" oo1,e. fo7o 7WAML00YORIVE EXAMPLE ELEVATIONS A.WBn NOKOMB, FL 3Q76 ,; „, ALUM. FRENCH DOOR & SI P.0. BOX log ALUM. see cc noKonos ft 3�u risibly Better FDfof NTS 3 d 11 p FK �111&07 J.J. 2&W7 OXXO 41 SEE NOTE 4 14' K. o.) FRODUCf REVISED as eosplyfo` wi,61Ae Flud& ��:irceNo l-d Z�(8 e wie�l.7 A({; pub aM Cuntml `{ r a 3, NON -IMPACT wr A. LYNN MILLER, P.E. 11005-2 E FL P.E.# SS705 DOOR DOOR SECT. A —A t SIDE LITE HEIGHT SIDE LITE (SL) SECT. B-B VERTICAL 10TECHNOLOOYMME NOKOMA FL 34276 P.O. BOX 1529 NOXOMW Fl. 3W4 EXTERIOR � INTERIOR SL VIEW G—G CORNER ASSEMBLY _ cXAMPLE ELEVATIONS ILUM. FRENCH DOOR & SIDE D101 sere — r FD+o+ 112 4 a 11 S 11005-2 CLEAR COLORED SEALANT PRODUCE REVISED as emplyiuS with the Sort& Iwdtaj Cede Aceeptwcc No 6- e2 •fg Eapk&dM Dote st W IWw �1 Aaq rodwi cweroi k-06A SPACING, SAME AS 67 JAMB ANCHOR SPACING SEE SHEETS 8, 9 AND 10) a � Ilni�'truw- _ 66 62 SUDOOR SECT. E-E HORIZ. i NOTE: FULL LENGTH REINFORCEMENT 22 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. MAX. SL WIDTHS I SL SECT. F-F HORIZ. (STAND-ALONE) INTERIOR EXTERIOR Almh g FL 31275 rO.Box i m ALUM. FRENCH DOOR & SIDE LITES, NON NO�COK% FI. 34274 Viribly Beetrr arwe¢ am.sn..e amcx FGmt f/2 5 d 1 f f 10052 PROOUC t REVISED as ceapb ia= xitb Me Fl.dds Ae wCeNo/6-OLZ/V FapaaaW Date 9 �o.tt:atilt .cIcwltnl ' �lb A. LYNN MILLER, P.E. FL P.E.# 58705 TE DINGY PGT# DESCRIPTION 1 943B 60411 FRAME HEAD 2 1516 SQ300 WSTP.Q4.CNABOX.375 HIGH 3 7070 67070K BULB WEAIHERSTRP .187 X.3D0 HIGH 4 955 7955X FLUSHBOLTSTr6KEPLATE 5 838 793aX 2 PT. LOCK STRIKEPLATE 8 958 7858A FRA61E HEAD SIRKEFLATE BACKING PLATE 7 TS32X12FP� #8-32 X.600 PH. FL. MS -S.S. W150JOONE PATCH 8 995 70995 GASKET (BETWEEN THRESHOLD 6FRAMEJAMB B 988 70998 GASKET(BETWEEN HEAD &FRAME JAMB 10 1952A 65=16 FILLER HEAD ADAPTER 11 11000 611000M CUTSWING TH RESF 0 12 1970 871670 WS7P 0 RD F04M FILL T-SLOT ALISBURY#32011 5RUA 611004M OUTS A.35O THRESHOLD CHANNEL COVER 14 1t00fA 411031A ACE7AL SPACER.0650NHOUSE INJECTION MOLDED 15 11002A 411002A ACETALSPACFR.005ONHOUSEINJECTIONMOLDED 16 11003A 411003A ACETALSPACER.140 NHOUSEINJECTICNMOLDED 20 9150 80380 FRAMEJAMB OUISVONG 21 1010 8Q300 WSTP.A4.CN.100X.375HIGH 22 6808 566DBM 1X2.3l4X660 TUBE MULL 6061--T6 23 1140 78Xl12PSATS #8 X 1.500 PH SQ A T1S 24 100 T1048 JAMB SCREW COVER CAP 25 930 41721N STRIKE PLATE NSERr 2B Ills 710X44PFA #10 X.760 PH. FL SMS 27 7070 87070K BULB WEATHERSTRP .187 X.300 HIGH 30 91013 6910 DOOR PoM TOP 6 HOT. RAIL 31 911E 6911 DOOR RIM PANEL SIDE RAILCITSWING 32 017 WIND HINGE ASSY.(817.1D 33 11re 71058FP W,B #10 X.525 PH. FL SMS 34 1013A 60378M THUSS CLAMP 35 111130 6TR0DA N18.1BTHPEADEDRW 38 990 TD90WTA S116.16 FLANGED HEX NUT 37 914A 80379M WFATHERSTHP CHANNEL 38 7B34FFT #8 X.75 PH. FL. TEK 39 997 70997 GASKET BETWEEN PANEL HEAD/SILL6PANEL STILES 40 1023 67924G WSTP..107 X.250 HIGH FINSEAL 41 929 41720 SLIDE BOLTASSY. INACTIVE PANEL ONLY 42 1145 76X12FPAW 96 X.500 PH FL SMS TYPE 8D5 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNQ 44 983B 6983 DOOR PANEL ASTRAGAL 1(OUTSWINO 45 S84B 6984 DOOR PANELASTRAOAL20UTSWING 48 11213 6Q200K WSTP. QLON.isOX-200HMH 47 929 74UBLCK LOCKSUPPORTASSY. Ill 107541708) 48 1139 7834E Ali X.750 PH. FL SMS 49 992 F02PTAY 2 PT. LOCKASSY. 50 BRISOFS RUBBERSLEEVE 61 930 41721 STR9(E PL INSERT QNACTIVE PANEL) . 52 931 7 DEADBOLTSTFIKE PLATE 53 Ills __ 71DX34PFA #10 X.760 PH FL SMS 64 957 70957X HANDLE STRIKE PLATE 65 1118 710X34PFA 00 X.760 PH FL SMS 80 1920D 6920D SIDELITE HEADER 61 1921D 6921 SIDEL.TIE SILL 62 19168 60MB1 SIDELITE JA B 63 11156 781 PQA #8 X I.000 QUAD PN. SMS 64 ID98 7998 HEAD GASKETS (ST000N0 #T0998 65 999 1899 SILL GASKETS STOCKING #T0999) 68 934A 61641M SIDELRE JAMB ADAPTER 67 #12 SHEET METAL SCREW 70 712MK SETTING BLOCK 313T X 114' X 1' W/PSA 71 71267K SETI#4G BLOCK, Ills- X 112' X 1' WIPSA 74 989 B BEAD 3l18' 76 4046 644842 BEAD 3/llr FORORLLK 76 4067 64057 BEAD 6/8'IG - B2 888 9988 BEAD SIDE LITE INTERCR B3 1224 TP247 BULB, THICK (US ER IN ALL EXTRUDED BEAD 94 GLADNG SWCONE, DON — 899 983 OR EQUIVALENT f00 GLAS 3118'IEMPERED 101 JOLASS,5W L113116' TEMPERED AIR SPACE 3/18' IEM PERED ID2 11000A 4110BA ACETAL SPACER IDS NHOUSE PIJECTION I-ICULDE0) 103 OFF -THE SHELF DEAD BOLT LOCK STRUCTURAL SILICONE STRUCTURAL 1/4' NOM. FOAM POLYISOBUTYLEN WITH WITH DESICCANT DESICCANT EXT. GLASSI //j EXT. GLAS<Y BUTYL NOM. INT. GLASS U,- -INT. GLASS 69 KODISPACE 81 SUPER 4SG TPS SPACERS NXT"m ALUMINUM REINFORCEMENT po-SO-tlNT. NT FILL AREA BUYLENE5116' NOM. 5116' NOM. SEAL BUM & LICONE SEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEEL EXT. GLASS EXT. GLASS INT. GLASS LASS AURASEAL® XL EDGE TM SPACER SPACER Part # Description Material 80 Kommeding 4SG TPS Spacer System 81 Quanex Super Spacer I1XT with Hot Melt Butyl See is Sheett fbor Materials 82 Quanex Duraseal Spacer 83 Cardinal XL Edge Spacer 11mm s4" iwi ncrun 1 o. r 1 —,, woo a.... vTEDNAftDGYDRW P T PARTS LIST & MISC. EKTRUSIONS "OON& FL P.O. S im �— ALUM. FRENCH DOOR & SIDE LITES, NON P.O. BOX 162D MKONA FL34V4 Visibly Berner -7 p 712 6 • 11 � 11005-2 PRODUC r REV1s¢0 0 m111PIA # wA6 Or Fb.id4 a""eK No Eaphafte QIIC :a cooi0l -1.750-{ 4.000 062 L I u r 1.750 4.100 .062 DOOR PANEL DOOR PANEL 30 TOP & BOTTOM RAIL 31 SIDE RAIL 6063-T5 6063-T5 3.655 3.111 l 550 1.400 .050 1 Q FILLER HEAD ADAPTER 6063-T6 r-- 3.000 T- 1.272 .0501W.479 OFRAME HEAD 1' 6083-T6 .050 079 1.489 .489 3.000--- --1 11 OUTSWING THRESHOLD 6063-T6 r1.7501 4.100 .062 4.675 DOOR PANEL 44 INTERIOR ASTRAGAL 6063-T5 �` 1.500 I .125 .750 L .805 �-- 050 .683 CLAMP O 3/16" GLAZING BEAD OTRUSS 34 6063-TB 74 6063-T5 p-3 100-�{ -1.750 .062 4.100 4.675 DOOR PANEL 45 EXTERIOR ASTRAGAL 6063-T5 r1.4801 3.000L.050 20 DOORFRAME JAMB 6063-T6 .688 .890 L050 �-.363 .683 .050 76 518" GLAZING BEAD 3.000 6063 T5 Lif 14179 62 SLJAM77� 6063 8B .076 5.212 4.586 •.150 I--3.100 -----�{ 830 2.980 .050 SLJAMB O,SL HEADER O SL SILL 66 ADAPTER 6Q 6063-T6 61 6063-T6 6063-T6 -2.750-+I 1'000 .650 .125 �L ZZ REINFORCEMENT 6063-T5 .504 --� rl 360 .055--Hr- 13 OLITSWING THRESHOLD CHANNEL COVER 6063-T6 NMAV,% FL Sws P.O. BOX Ise -ALUM. FRENCH DOOR & SIDE LITES, NON NOKOAM%FL SW4 Visibly Bea f F o f m 11 " 1100-12 .050 7-10 62 .250-� 37 WEATHER STRIP CHANNEL 6063-T5 0.375 21L. 125 32 HINGE 6063-T5 PRODUC f REVISED d9 euwplong with the F1eddl boding Cede Atapuntt No-4nC'66r - /y EN*Adee 0.1c - 7 Cooltpl A. LYNN MILLER, P.E. FL P.E.# 58705 w z N t— HEAD ZONE'C" / / z X z N N co to \ \ SILL ON 6SM SEE TABLE,3 HEAD HEAD }-ZONE _+_' ,� .—}-ZONE-j {-ZONE4-Z"LLONE°F"—+ZONE-} .E. SEE TABLE 7., SHT. 10 E' HEAD HEAD ZONE D'ZONE "D"ui xx � z o N> uj Nco �SILL SILL ZONE'D'�ZONE "D"� SEE TABLE 4., SHT. 9 HEAD �—ZONE'E"--1 m `n z O z N N m m SILL 4 ZONE "E" SEE TABLE 5., SHT. 9 y� EDHEAD I ZOND" �Iy� ZONEF'�ZONEI \ W z N W N XXO OR OXX in co Q ZONED' ' ZONE "F' Z'E' SEE TABLE 7., SHT.1.0 m zz N m �ZONPED"D" HEAD I ZONE E'1 Q / / / / m z XO OR OX z N gN \ \ \ SILL ZONE D"�ZONEI"E"4 SEE TABLE 6., SHT. 10 HEAD HEAD i-O4__HEAD "__HEAD —+_ZONE-i .E. I LVIYC r Lv,r� r .E /OXXO \ N N [O � Q SILL c„ , SILL �ZONE �NZCF_ I ZONE"F°—+ZOENE-4 SEE TABLE 7., SHT. 10 NOTES: 1. APPROVED ANCHOR TYPES ARE: 1. 1/4• ELCO TAPCONS 2. 1/4• ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 6' MIN. O.C. FOR CMU): SEE EXAMPLE OXXO ANCHOR LAYOUT ON SHEET 10. JAMBS (ALL):131/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL OF DOORS: 6' MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO -DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEETS 9 AND 10. P.0.8DX 167E amnuae auk —8 tanevw NDKOMIAa su74 Vaibly Better FD101 NTS 1 i 11005.2 PRODIICf REV1$gp b-hr "+i�Y the E7n TABLE 3. X DOORS ANCHOR TYPE GLASS TYPES A AND B & SUBSTRATE Z3, WOOD 1,2, CONCRETE TABLE 4. XX DOORS ALSO X DOOR OF XO & OX ANCHOR TYPE GLASS TYPES A AND B & SUBSTRATE Z3, WOOD 1.2. CONCRETE TABLE S. 0 ANCHOR TYPE & SUBSTRATE SIDE LITE APPROVED ANCHOR TYPES: GLASS TYPES A AND B 1. 1/4' ELCO TAPCONS Z3, WOOD 1,2, CONCRETE DOOR WIDTHS LOAD ZONES (L w W a5 2 to DOOR WIDTHS LOAD ZONES Pi w P. y �Wj A �-oD =d 2g i 2 H WIDTHS - 1010.750 "00"" .750 LOAD ZONES w ? 0 2 2 2 2 2 2 2 2 2 2.1/4" ELCO SS4 CRETE-FLEX MASONRYANCHORS 3. #12 STEEL SCREWS (G5) "X'- 25.500 TO 37.6W g x ro w _ x j W ra b 2 to < m a x ")0('- 47.750 TO 71.760 a z b ,a w W m IL -w ro W I 2 H -k i 6 of y w `6 � =� ui m H O w O o WIDTH x Hi: WIDTH x HT WIDTH x HT. 25.5W x 79.750 03.750 87,750 91.750 95.750 7 2 10 4 2 6 5 5 5 5 47.760 x 79.750 83.760 97.750 91.750 M750 6 5 8 4 3 5 6 5 5 5 10.750 x 79.750 83.750 87.750 91.750 9&750 4 2 4 7 2 10 4 2 6 4 7 4 3 5 2 4 7 2 10 4 2 6 4 7 4 3 5 2 4 7 2 9 4 2 6 4 7 4 3 5 2 4 7 2 9 4 2 6 4 7 4 3 5 2 4 27.500 x 79.750 83.760 87.750 91.760 95.750 7 2 1 10 4 2 5 5 5 5 5 51.750 x 79.75D 83.750 87.750 91.750 95.750 6 5 8 4 3 5 5 5 5 5 12750 x 79.750 83.750 81.750 91.750 9&750 5 2 4 7 2 10 4 2 6 5 8 4 3 5 2 4 7 2 10 4 2 6 4 7 4 3 5 2 4 7 2 10 4 2 6 4 7 4 3 6 2 4 7 2 10 4 2 6 4 7 4 3 6 2 4 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 3,4 & 5 a E PRODUC f AEVLsEo hod fit co& h/ le ° No !�^b LZ • 7 EaykiNr 7 N�1r- "Cootcol 29.500 x 79.750 83.750 87.750 91.750 95.750 7 3 10 4 3 5 5 5 5 5 66.760 x 79.750 83.750 07.750 91.750 95.750 6 5 8 4 3 5 5 5 5 5 19.0D0 x 79.750 83.750 87.750 91.750 95.750 8 2 4 7 3 10 4 3 6 5 8 4 3 6 2 4 7 3 10 4 3 6 6 8 4 3 6 2 4 7 3 10 4 3 6 5 8 4 3 8 2 4 7 3 10 4 1 3 6 4 7 4 3 6 2 4 31.5W x 79.750 83.750 87.760 91.760 95.750 7 3 10 4 3 5 5 5 5 5 59.750 x 79.750 83.750 97.750 91.750 95.750 6 5 8 4 3 6 1 5 5 5 5 21.750 x 79.750 83.750 87.750 91.750 95.750 6 2 4 7 3 10 4 3 6 5 8 4 3 6 2 1 4 7 3 10 4 3 6 5 8 4 3 6 2 4 7 3 10 4 3 6 5 8 4 3 6 2 2 4 4 7 3 10 4 3 6 5 8 4 3 6 33.6W x 79.750 83.750 87.750 91.750 95,750 6 3 8 4 3 5 5 5 5 5 5 5 5 63.750 x 79.750 83.760 87.750 91.760 95.750 F.750 x 79.750 83.750 87.750 91.750 95.750 6 5 8 4 3 5 5 5 5 5 1 3 5 5 5 5 27.750 x 79.750 83.750 87.750 91.750 95.750 36.125 x 79.75D 63.75D 87.750 91.750 95.750 8 2 4 6 3 8 4 3 6 5 8 4 3 6 2 4 7 3 10 4 3 6 5 8 4 3 8 2 4 7 3 10 4 3 6 5 8 4 3 6 2 4 7 3 10 _ 4_ 3 6 5 5 5 8 8 4 1 4 3 3 8 5 2 3 4 4 �35T500 x 78:750 -83.750 87.750 91.750 95.750 ©�� ®8 ®T 3 8 4 3 6 5 8 4 3 6 3 4 6 3 8 4 3 6 5 8 4 3 6 3 4 6 3 0 4 3 6 5 8 4 3 6 3 4 6 3 8 4 3 6 5 8 4 3 6 3 4- 37.6W x 79.750 83.750 87.750 91.750 85.750 5 3 8 4 3 3 3 5 5 5 71,760 x 79.750 83.750 87.750 91.7W 95.750 5 5 6 4 3 3 3 5 5 5 36.750 x 79.750 83.750 87.75D 91.750 95.750 5 3 4 , ; � 6 �S: A ` A. LYNN MILLER, P.E. FL P.E.# 58705 6 3 8 4 3 5 5 8 4 3 5 3 4 6 3 8 4 3 6 5 8 4 3 6 3 4 6 3 8 4 3 6 5 8 4 3 6 3 4 6 3 8 4 3 6 6 8 4 3 6 3 4 1070TEawa.OGYMVE Hoxo,a FL P.O. sox uacoNOS 34275 1529 R 91274 �� ANCHOR ALUM. QTY. PER LOAD ZONE FRENCH DOOR & SIDE TABLES LITES, NON -IMPACT ner rerws Utr bty Beer FOfof s� NA �c 9 - 11 r �aM* 11005-2 F.K 1/1SV7 JJ. aVi w� 22&�07 TABLE 6. XO ANCHORTYPE & SUBSTRATE & OX DOORS TABLE 7.OXO, ANCHORTYPEI & SUBSTRATE XXO OX GLASS TYPES A AND B GLM 2,3, WOOD 1 1,2, CONCRETE 2,3, WOOD DOOR WIDTHS LOAD ZONES DOOR WIDTHS "X"- 25.500 TO 37.500 m B) ¢ Is o w d) oy u 0 y ap t7 0 X a m d x m m a 7 0 ,e x 0 w =� X LL a m 1 x "X'- 25.600 TO 37.500 "XR' - 47.750 TO 71.7W m m 7 0 w 47 °� 0 SIDE LITE WIDTH x HT. LRE WIDTH x HT. 10.760 x 79.750 83.750 87.760 91.750 95.750 4 3 0 w «t3333 0.4 S m y d e1 N F a = uw 4 2 s� 5 $ w m 21 0, y G vi F a w F 0 '� w 10.750 x 79.760 83.750 87.750 91.750 95.750 4 3 5 3 4 2 5 3 5 3 4 2 5 3 5 3 4 2 5 3 5 3 4 2' 5 3 12.750 x 79.750 83.750 67.750 91.750 95.75D 6 3 4 2 12.750 x 79.750 83.750 87.750 91.760 95.760 5 3 5 3 4 2 6 3 5 3 4 2 5 3 6 3 4 3 6 3 6 3 4 3 6 3 19.000 x 79.750 83.750 '87.760 91.760 95.750 6 3 4 3 19.OW x 79.750 83.750 87.750 91.760 95.750 6 3 6 3 3 8 3 6 3 4 3 6 3 6 3 4 3 6 3 6 3 , 4 3 6 3 21.760 x 79.750 83.750 87.750 91.750 95.750 6 3 4 3 21.750 x 79.750 83.760 87.750 91.750 95.750 6 3 6 3 4 3 6 3 6 3 4 3 6 3 6 3 4 3 6 3 6 3 4 3 6 3 27.750 x 79.750 83.750 87.750 91.750 95.75D 6 3 4 3 27,750 x 79.750 83.750 87.750 91.750 95.75D 6 3 6 3 4 3 6 3 6 3 4 3 6 3 6 3 4 3 8 3 6 3 4 3 6 3 36A25 x 79.750 83.750 87.750 91.750 95.750 5 3 4 3 36.125 x 79.750 83.750 07.750 91.750 95.750 5 3 6 3 4 3 6 3 8 3 4 3 6 3 6 3 4 3 8 3 6 3 4 3 6 3 36.750 x 79.750 83.75D 87.760 91.7W 95.750 5 3 4 3 36.760 x 79.7W 83.760 97.750 91.750 95.760 5 3 5 3 4 3 5 3 6 3 4 3 6 3 6 3 4 1 3 6 3 6 3�1 1 4 1 3 6 3 1070TEOHNOLOO NOKOMI9, Fl.34275 1276 P.a BOX I= NOKOMIB, FL W74 � Visibly Bet, uon ey: F.K. a� 1/15707 J.J. m� 2/&&07 2X WOOD BUCK, NOTE 2 0 1/4" MAX. 1 3/4" 1 3/4" I MIN E.D. MIN E.D. I 3.4 KSI MIN. CONC. — 1X WOOD BUCK, NOTE 2 1/4" MAX. 1/4" MAX. 1/4" MAX. SHIM SHIM SHIM WOOD CONC. WOOD ANCHOR, ANCHOR, ANCHOR, OTE 1 NOTE 1 NOTE 1 DOOR HEAD (CONC) 1 2X WOOD 3.4 KSI MIN. CONi BUCK, NOTE 2� 1X WOOD BUCK, NOTE 1 1 3/4' -+—� �-1 3/4" MIN. E.D. NOTE 1 •-1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) 1/4"MAX• NOTE 1 1 SHIM 1/4' MAX. SHIM 1/4NOTE 1 ' MAX. SHIM f f`.. NOTE 1 .. 1 3/4" MIN. E.D. �y WOOD CONC ANCHOR, i;+.?'; : NOTE 'to • MIN. E.D. ANCHOR ANCHOR ;'••; :'.. 4�_ �. '�'•_':.. 1.5 KSI MIN. CMU OR ON ON ? %� WOOD =''' 3.4 KSI MIN. CONC. STAGGERED STAGGERED —� ANCHOR, f �=•'' MIN. E.D. •{;�1 CENTERS, CENTERS, `'.'•. 3/4i MIN. E.D. NOTE 1 %• i/4" M1j NOTE 1 NOTE 1 ,;.:;,_1 2X WOOD 1X WOOD BUCK, 1 5 KSt M N CMU OR 2X WOOD .• BUCK, NOTE 2 NOTE 2 3.4 KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 DOOR JAMB (ROOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) vreonucrREvrsEb CONC. ANCHOR, -plybw"vzcniw"6 the gouda WOOD ANCHOR, NOTE 1 NOTE 1 Accvpb a No /6-062 •( 8 WOOD ANCHOR, NOTE 1 CONC. ANCHOR, NOTE 1 1X WOOD Enkaom Wk 20) BUCK, NOTE 2 kt, c, NOTE 3 1/4° MAX. Fitt CQ°t'd 1/HI MAX. �1/4" MAX. OgNOTE1 SHIM SHIMr •� w: c eC:.. p, 1/4"MAX. SHIM t'.^r :�`, °, :.NOTE1 NOTE �. NOTE 1 ~L3.4 KSI MIN. CONC. 3A KSI MIN. 2X WOOD BUCK, NOTE 2 2X WOOD BUCK, NOTE 2 CONC. "•s: ' 1 34' , DOOR SILL (WOOD) _O.QR SIL (C • LC) MIN. E.D. MIN. N E.D. SIDE LITE SILL (WOOD) SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 314" MIN. THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE #12 SCREWS OR ELCO 114' SS4 CRETE-FLEX ANCHORS EMBEDDED 13181 MIN. 2. WOOD BUCKS DEPICTED AS lx ARE LESS THAN 1 1/2" THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 1070tEcravatoornxrve ANCHORAGE DETAILS NOXOM14 Fcs �_� ALUM. FRENCH DOOR & SIDE LITES, NON -IMPACT a� Ra BOX 152o eati ore Dvft Aw. A. LYNN MILLER, P.E. NOKOMS, FL S W74 vr:rbly Betor Forar - NTS 11 r m 11 11005-2 E FL P.E.# 58705 FJC 111507 J.J.�7