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HomeMy WebLinkAboutNOA - Aluminum French DoorsRECEIVED MIAMI-DADE MAR 17 1011 MIAMI—DADE COUNTY, FLORIDA © Permitting DepartmenF pRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)St. Lucie Courrty 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 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 acid 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 miaterial fails to meet the requirements of the applicable building code. This product is approved as described herein, has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series FD-750 IOatswirigAlumtnum F�renc� Sidelites — L.M.I. APPROVAL DOCUMENT: Drawing No. 8000-11 Rev K titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04 and last revised on 04/20/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See sheet 3 for Design Pressures (DP) VS sizes and glass types for doors and sidelites and overhang /sill options in sheet 1. When doors are assembled with sidelites, lower design pressures from door or sidelite shall control. 2. See glass options in sheet 1 & 2 and spacer options for insulated glass in sheet 9. 3. See installation anchoring details in sheets 10,11 and 12. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. ' TERMINATION of this NOA will occur, after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.19-1126.08 and consists of this page 1 and evidence pages E-1., E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. MIAMI•DADE COUNTY NOA No. 20-0427.03 Expiration Date: February 24, 2025 Approval Date: September 17, 2020 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision "E" dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 along with marked -up drawings and installation diagram of an aluminum sliding glass door using a low sill, threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5941, dated 05/20/09, signed and sealed by ,Julio E. Gonzalez, P. E. (Submitted under previous NOA No. 09 1028.10) along with marked -up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4921, dated 07/17/06, signed and sealed by Edniundo J. Largaespada, P : E. (Submitted under previous NOA No. 05-0419% 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 along with marked -up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4528, dated 02/14/05, FTL4315, dated 09/13/04, both signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 3. 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 an aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dated 09/01/04, all signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4312, dated 09/13/04, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC 2014, 5ch Edition, prepared by manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller, P. E. 2. Glazing complies with ASTM E130044/ 09 Ishaq L Chanda, P. E. Product Control Unit Supervisor NOA No. 20-0427.03 Expiration Date: February 24, 2025 Approval Date: September 17, 2020 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer" dated 02/19/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0423.1.5 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color GIass Interlayers" dated 06/19/14, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance to FBC-2010 and complying with FBC 51b Edition (20.14), issued by manufacturer, dated 11 /06/14, signed and sealed by A. Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacturer, dated 11/06/14, signed and sealed by A. Lynn Miller, P. E. 3. Department of State Certification of PGT INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 01/27/15 and filed by Ken Detzner, Secretary of State. 4. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15- 27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to this NOA, dated 10/07/11, signed and sealed by A. Lynn Miller, P. E. 5. Proposal No. 08-1891 issued by Product Control, dtd 01/26/09, signed by Ishaq Chanda, P. E. G. OTHERS 1. Notice of Acceptance No. 11-1013.24, issued to PGT Industries for their Series "FD-750" Outswing Aluminum French Door w/Sidelites - L.M.I., expiring on 02/24/15. 2. Evidence submitted under previous approvals A. DRAWINGS 1. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision "G" dated 04/10/17, prepared by manufacturer, 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.(Submitted under previous NOA No.16-0629.16) Ishaq I. Chands, P. E. Product Control Unit Supervisor NOA No. 20-0427.03 Expiration Date: February 24, 2025 Approval Date: September 17, 2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and FBC 6th Edition (2017), prepared by manufacturer, dated 11/22/17, signed and sealed by A. Lynn Miller, P. E. D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® UltracIear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 3. Notice of Acceptance No. 17-0712.04 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 09/07/17, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance with FBC 51h Edition (2014) and FBC.6th Edition (2017), issued by manufacturer, dated 08/16/17, signed and sealed by A. Lynn Miller, P. E. 2. Test proposal No.16-0152 dated 03/09/16 approved by RER. G. OTHERS Notice of Acceptance No. 16-0629.16, issued to PGT Industries for their Series "FD-750" Outswing Aluminum French Door w/Sidelites — L.M.I., expiring on 02/24/20. 3. Evidence submitted under previous approvals A. DRAWINGS 1. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision "F" dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS (Submitted under previous approvals) 1. None C. CALCULATIONS (Submitted under previous NOA No. 14-1117.05) 1. None. D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. None. E-3 Ishaq I. Chanda, P. E. Product Control Unit Supervisor NOA No. 20-0427.03 Expiration Date: February 24, 2025 Approval Date: September 17, 2020 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 14-1117.05, issued to PGT Industries for their Series "FD-750" Outswing Aluminum French Door w/Sidelites — L.M.I., expiring on 02/24/20. 4. Evidence submitted under previous approval A. DRAWINGS 1. Drawing No. 8000-11 Rev G, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04 and last revised on 11/22/2019, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. None. C. CALCULATIONS (submitted under file 917-0504.04) 1. None. 2. Glazing complies with ASTMS-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/24. 2. Notice of Acceptance No. 18-0301.06 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" expiring on 12/11/23. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (61h Edition), issued by manufacturer, dated 11/22/19, signed and sealed by Lynn Miller, P. E. G. OTHER 1. This NOA renews # 17-0504.04. 5. New Evidence submitted A. DRAWINGS 1. Drawing No. 8000-11 Rev H, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04 and last revised on 04/20/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. Ishaq I. Chanda, P. E. Product Control Unit Supervisor NOA No. 20-0427.03 Expiration Date: February 24, 2025 Approval Date: September 17, 2020 E-4 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure .Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F588 and TAS 202-94 along with marked -up drawings and installation diagram of all PGT Industries, Inc., representative units listed below and tested to qualify Dowsi1791 and Dowsil 983 silicones, per Proposal #19- 1155TP, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: PGT Industries, Inc. test specimens: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) all dated 07/13/20 and signed and sealed by Idalmis Ortega, P.E. D. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2020, 71h Edition, prepared by manufacturer, dated 04/20/20, signed and sealed by A. Lynn Miller, P. E. 2. Glazing complies with ASTM E1300-04, -09, -12 and-1 6. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02, issued to Kuraray America, Inc. for their "Trosifole Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/24. 2. Notice of Acceptance No. 18-0301.06 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" expiring on 12/11/23. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (61b Edition), issued by manufacturer, dated 11/22/19, signed and sealed by Lynn Miller, P. E. G. OTHER 1. This NOA revises NOA # 19-1126.08 and updates to FBC 2020, expiring 02124/25. 2. Extrusion DWG # 8058 Rev A. 3. RER Test proposals #19-1155 dated 01/10/20 approved by Ishaq 1. ChgWa, P.E. Leh q L Chanda, P. E. Product Control Unit Supervisor NOA No. 20-0427.03 Expiration Date: February 24, 2025 Approval Date: September 17, 2020 E-5 SERIES 750 OUTSWING. IMPACT RESISTANT FRENCH DOOR AND SIDE 1. GLAZING OPTIONS: A. 7116" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116"HEAT STRENGTHENED GLASS WITH AN .090" PVB INTERLAYER B. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090" PVB INTERLAYER C. 7116" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075" INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075" INTERLAYER. E. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 114" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" A.090" PVB, 3/16" HS). F. 718" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7116" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.090" PVB, 3/16" HS). G. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 114" AIR SPACE AND (1) 7/16" LAM[ GLASS ASSEMBLY INSIDE (3/16" A,.075" INTERLAYER, 3/16" HS). H. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3116" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.075" INTERLAYER, 3116" HS). TABLEA DESIGN PRESSURE RATING IMPACT RATING SEE TABLE I ON SHEET RATED FOR LARGE &SMALL MISSILE IMPACT RESISTANCE Min. Anchor 'Frame Min. Edge Embedment or Group Anchor type Member Substrate Distance Metal Thickness All Southern Pine (SG - 0.55) 9116" 1.3/8" A #12 SMS (steel, 18-8 B.S. or All 6063-T5 Aluminum 318" 118, All Steel, A36 318• 0.060" 410 S.S.) All Sleet Stud, A7003 Gr. 33 318' 0.0451" (18 Go. All Concrete (min. 2.85 ksi) 2" 1314" 114" Elco UltraCon& Jamb Hollow Block (ASTM C90) 2" 14W B 114" De Walt UltraCon+® All Concrete (min. 3 ksi) 2" 1-3/4" Jamb Hollow Block (ASTM C90) 2" 1-114" All Concrete (min. 3.35 ksi) 1-3W 1-3/4*C 1!4. 4111 SS ElcolDeWait Jamb Follow Block (ASTM C90) 1-314" 1-114" CreteFlex® All Southern Pine (SG = 0.55) 11 1-3/8" 2. DESIGN PRESSURES: TABLE 1, SHEET 3. 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El300. 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. OF 3 C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 3) MIN. ANOS BEYOND METAL. SUBSTRATE 4) SEE CHOR/SUORIBUBSTRATE MATERIAL PROPERTIES ON SHEET 7 FOR Fy & Fu. 3. CONFIGURATIONS: X O XX, XO OX XXX XXO 00 OXO, XXXX, XXXO, OXXX OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR' BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X XX( AND O UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 40 THRU 12. S. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAM -SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES! TEST REPORTS: FTL-4311, FTL-4312, FTL4315, FTL4527, FTL-4528, FTL-4529, FTL-4530, FTL-4921 AND FTLS941. ANSI/AF&PA NOS FOR WOOD CONSTRUCTION ADM 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). CODES / STANDARDS USED: • 2020 FLO%A BUILDING CODE (FBC), 7TH EDITION • 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION • ASTM E1300-M • ANSI1AF&PA NDS-2018 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2015 • AISI Sloo-16 • AIS0360-16 "PVB. =.090" TROSIFOL FV8 BY KURARAY AMERICA, INC. OR .090" SAFLUJKEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO. .075"SAFLEX CP WITH PET CORE INTERLAYER BY EASTMAN CHEMICAL CO. GENERAL NOTES ............ 1 CONFIGURATIONS ........... I GLAZING DETAILS ........... 2 DESIGN PRESSURES...... 3 ELEVATIONS .................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS........... 6 PARTS LIST ...................... 7 EXTRUSIONS ................... 8-9 ANCHORAGE ....................10-12 gOTECfOJOLOCiYORNE AL vaaceRam6 GENERAL NOTES AND DRAWING MAP I-11E., f600 1FR--rl >>� REMSTRATTON92=06 ALUM. FRENCH DOOR & SIDE LITES, HI FD750 I FULQ 1 a 12 1 8000-11 o@061UL # ar rnmPlyias mNg tht4'1vrAlD N.ICENSE is No. 58705 OT.W..ATE P -1 -z <OR1D;" N ,S10NAL A LYNN MILLER, P.E. FL P.E.# 58705 7/16" NOM, 7116" NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090"PVB INTERLAYER .075" SAFLEX CP WITH PET CORE INTERLAYER 3116" HEAT STRENGTHENED GLASS 3116" HEAT STRENGTHENED GLASS 91 OR 92 1 11 1 93 OR 94 5/8" GLASS BITE EXTERIOR I I INTERIOR GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER 718" NOM. 3/16" TEMPERED GLASS AIRSPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" PVB INTERLAYER 3116" HEAT STRENGTHENED GLASS 95 OR 96 5/8" GLASS BITE EXTERIOR I I N I INTERIOR GLAZING DETAIL SETTING BLOCK 7116" LAMI GLASS W/ .075" SAFLEX CP WITH PET CORE INTERLAYER NOM. 3116" TEMPERED GLASS AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .075" SAFLEX GP WITH PET CORE INTERLAYER 3/16" HEAT STRENGTHENED GLASS I I I I I I 97 OR 98 v � �omuct vwep>ytegesw�) BmldinRCude 105 5/8" GLASS 105 5/8"GLASS aa:pmnce No 2e 2 CP. BITE BITE Eaplrea}on Dale a%Sc a 1• \_ �frar' 84-04 roBes! fomUni JTJ ,`�ttluurrr,� ` EXTERIOR INTERIOR EXTERIOR INTERIOR taY LYN as .......... k�� SETTING BLOCK SETTING BLOCK GLAZING DETAIL GLAZING DETAIL No. 58705 = 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 7/8" LAMI I.G. GLASS W/ .075" SAFLEX CP - WITH PET CORE INTERLAYER '• _ :` /u; WEI—.090"TROSIFOL PVB BY KURARAY AMERICA, INC. OR �� ATE .0901SAFLEXIKEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO. f070TECtWOLOGYDRNE "`^�� ��(C�s F/ORtDn.•'• \� x WOM FL S4275 � GLAZING DETAILS ... G ,075" SAFLEX CP WITH PET CORE INTERLAYER BY EASTMAN CHEMICAL CO. (8(i)IBO•l600 ier i,�s ��iVl'i' k 0 \ aric v17rzo No CHANGES THIS SHEET REDrsTRAnox ALUM. FRENCH DOOR & SIDE LITES, IMPACT a.rrre ads — o.wau. im A. LYNN MILLER, P.E. �x �' FD7W FZ 2 d 12 8000-11 H FL P.E.# 58705 Table 1. Maximum Design Pressures (pso Conflguratlon Width (in) Allowed Glass Types Height (in) a 79 3/4" (6) o 83 3/4" (7) 87314" 913I4" 95314" (8 ) French X 37° (3) A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Door A,E +70.0 * -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Full Jamb 3611/16" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 3011/16" C,G +100.0 -100.0 +100.0 -100:0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Sldolite Narrow 3311/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 Jamb 3611/16" A, B, E, F +70.0 80.0 +70.0 80.0 +70.0 80.0 +70.0 80.0 +70.0 8D.0 C,G +100.0 -100.0 +99.9 -99.9 +95.3 -95.3 +91.4 +87.9 -87.9 D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 E-91.4 00.0 +100.0 -100.0 A - 1110'" LAMI (3/1t3"A,.UVU r'V5. anti l-IS) t FTL-4311, 4312, 4316 B - 7/16" LAMI (3/16"HS,.090 PVB, 3116"HS) UPGRADE FTL-4311, 4312, 4315 C - 7/16" LAMI (3116"A,.075 VANCEVA, 3/16"HS) FTL-4527, 4528, 4529, 4530 D - 7/16" LAM] (3/16"HS,.075 VANCEVA, 3116'HS) UPGRADE FIL4527, 4528, 4529, 4530 E - 7/8" LAMI I.G. (3116"17, 114" AIR SPACE, 3/16"A,.090 PVB, 3/16"HS) FTL-4311, 4312, 4315 F - 7/8" LAW I.G. (3/167, 1/4" AIR SPACE, 3/16"HS,.090 PVB, 3116"HS) UPGRADE FTL-4311, 4312, 4315 G - 7/8" LAMI I.G. (3116" r, If*'AIR SPACE, 3/16"A,.075 VANCEVA, 3/16"HS) FTL-4527, 4528, 4529, 4530 H - 7/8" LAMI I.G. (3116" r, 1/4" AIR SPACE, 3/16"HS,.075 VANCEVA, 3/16"HS) UPGRADE FTL4527, 4528, 4529, 4630 14 VEMCM FL 3075 (m)4a0.1mo REGLsMTAWiV92W FD7s° I NTS 13 d 12 OVERHANG LENGTH OVERHANG Ite HEIGHT O L NOTES: 1. IF USING THE OPTIONAL LOW-RISE SIL (PART 10, SHEET B OF 12), THE OVERHANG LENGTH MUST BE GREATER THAN OR EQUAL TO THE OVERHANG HEIGHT (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE (+) DESIGN PRESSURE IS LIMITED TO +50.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELTTES. (REF. FTL-5941) 2- FOR COMBINED UNITS, THE LOWEST DESIGN PRESSURE OF THE SIDELITE ANI THE DOOR GOVERNS THE OVERALL ASSEMBLY DESIGN PRESSURE. 590111CP REVIEW es mmpylagtsM44 �M Ly swam$ cow Acceptauec No ��-�N1. •D�i Espirntaa ihte a I2����! � �" t�ttlnulvl Na.58705 %��� 7A7E F (V SRION.NG� rMS, IMPACT A. LYNN MILLER, P.E. 800011 H FL P.E.# 58705 I— 73 13H6" MAX. WIDTH —I 95 3/4' MAX. HEIGHT ALL 79 1 /8' MAX. DLO ALL 110 5/8' MAX. WIDTH , OX OR XO OXO 37' MAX. WIDTH 25" MAX 71 3/4" MAX. WIDTH DLO ALL X UNITS X XX NOTES: I. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 10 THROUGH 12. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. iWOTECJCMFE K aVHdCE h23YT7676 (Baf)4ammo a..�r 146 3/8" MAX. WIDTH i i i OXXO (SHOWING EACH VERSION SIDELITE) 3611/16" MAX. WIDTH 36 11/16" MAX. WIDTH 25" 1 _ 33 3116" i es coaPhiRs ®ft6lba F7of�a N�riinA AawpV Ne a7i EspDad. Dale LY GENS�c O (FULL JAMB) O (NARROW JAMB) = ,q ; No. s8705 zo rr= �NAL EXWPLEELEVATIONS ALUM. FRENCH DOOR 6 SIDE LITES, IMPACT A. LYNN MILLER, P.E. ed..am,e ayr m.e aroma, xs ® wrn NTS 4 112 1 8000.11 H FL P.E.# 58705 VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD MAX. DLO EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL VERTICAL SECTION B OUTSWING HEAD 4OR7 VERSION TOP RAIL ALTERNATE VERSION TOP MAX. DLO INTERIOR MAX. HEIGHT I r-ORIGINAL VERSION BOTTOM ALTERNATE VERSION BOTTOM RAIL, VERTICAL SECTION D OUTSWING SILL (aet)40&16W REGISfRApW92 DB MAX. HEIGHT 1LUM. FRENCH DOOR & SIDE LITES, I save 71 rl � f2 o.row Fn7w 12 5 8000-11 �aOnut r I•ffiFI69F6 m w.PIYiaz eit6 i@e Flo% 1 'Ing CaflC AoxW."Na o Z •O Esy7cgs3m @ata 2.. 2 1, 1111117i LYNN �C1��•'•�JCENg�'n��(���% No. 58705 a a :��� �•. ATE F .' •!(147� s;c)NAL ENG`� A. LYNN MILLER, P.E. FL P.E.# 58705 I �f INTERIOR 20 5 26 46 SLAB AT g7� 27 GLASS BED 83 DETAIL G STILES AT ASTRAGAL DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) EXTERIOR 6 82 81 SEE NOTE 6 82 81 SEE NOTE 5 5 20 106 20 1 105 _ b30 80 il 47F= 74" 130 27 s,a Frrsicat Grob 80 27 �.ONY LYNN�'i 29 83 7Q 29 83 70 1 DETAIL E DETAIL I - No.58705 " DETAIL H DETAIL K JAMB, FULL JAMB JAMB, NARROW NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMB SIDE LITE JAMB SIDE LITE =�'•. `1 a 0; cr (AT HINGE JAMB) (NOT SHOWN ABOVE) �O STATED ;' (V44,� ' '.�S •:�ORIDP,.•'oo u FLSon ORIZONTALSECTION DETAILS �'�;SIOIVAL �� ` �t)4e0-fW0 ,� 11`1 11t"\ '. �xsrtrAna,emae ALUM. FRENCH DOOR &SIDE WES IMPACT AGK O1H7/10 H NOCFWNC,E'STH/S SHEET. e� s.,s ceroea A LYNN MILLER• P.E. `�� °�` F.K 12&Wf ��' "�` L.T. "W FD7w 1/2 6 12 8000-11 H FL P.E.#58705 ED750 D R FD750 FULL JAMB SIDE LITE ANCHORISUBSTRATE MATERIAL PROPERTIES: Jrmr Dwca DESCRIPTION TPH31 aWCa DESCRIPTION PGf'H 1 8008 FRAME-HFAD SUL&JAMB 68006 :6:W—MA 4 8009 DRIP CAP 68o08 6 8007 SCREW COVER (3007 7 8009 INSTALLPLA7E 68ow R -- FRAMEASSFMBLYSCRIEW a8X1' PH QUAD 781E A 20 8012 STILE 68612 2] 8014 TOPRAIL 69074 22 8013 BOTTOM RAB_ 68013 35 - THREADIDROD5/161SX36' 6TRODA 34 ---FLANGED HEX NCITS/1618 7990N1Ji'A 37 8M9 TRUSSCLAMP 60378M GO --- a8X3/4"PHS DRIVETEKSCREW 71D34PSTW GI 8028 SIDEIJTEHEAD TRIM 68028 62 8029 SIDELD'EJAMBTRIM 68029 FD750 NARROW JAMB SIDE LITE I 8006 FRAME- HEAD& SILL 68006 4 8008 DRIP CAP GSOOR ' �D7iUCftiEVF86N . �e rA Ide Flms%ds Atteptance Nrs2o-C'j,&7•C3 6sRixurlw Mle �_! 241'L.r N 10ENSC Qom: '•,pia No. 5B705 - .ems 1 " - --0 :.�� _ AI o.20 ' T .• R r„ . :,FS ..<oHlc1_•..• G=: �'� `S�ONAL. �^`, •�1 LITES, IMPACT nrmm rrw- A. LYNN MILLER, P.E. 6000.11 H FL P.E.# 55705 G MW SCREW COVER 68007 7 8009 INSTALLPLATE 68009 8 - FRAMEASSPMBLYSCRENV 99 X )-PH QUAD 781PQA 21 8014 TOPRAIL 68014 22 8913 BOTTOM RAIL 68013 35 --••T1UtFADEDROD5J1618X3C _ 6TRODA. 36 - — FLANGED HEXNUT 5116-18 799WU"rA 37 8039 TRUSSCLAMP 60378M CA -- H8X314' PHSQDRLVETEKSCREW 78X34PSIW 61 SO29 SIDELITEHEADTRIM 68M9 70 9010 FRAME,JAMB 66010 ASSERIBLYKIT ID 8033B FRENCH DOOR ASSEMBLYBEAM 68MB el -- 910-24X21/Y PHSCREW 82 —k10-21HIXNUi Ri ---k12X11/2"TRHDTECSCREw R4 m SUBSiLL(OFrIGNAL) 68056 GLASS, BEADS & SILICONE 90 --GLAZINGSEALANP. DOW CORNING 791,899,983 OR 995 - 91 -- 7116" LAMINATED GLASS (.3/1R' ANN.,.090PVB, 311E HS 92 —--•7/16'LAMENAMCIASS(3/16°HS.,.090 PVB,3/16' HS) 93 -- 7/16" LAMINATEDGLASS W16" ANN.,.075 VANCEVA, 3IIG' HS) 94 -- 7/16° LAMINATED GLASS (3/16' HS.-075 VANCEVA, 3/1G" HS 95 7/9' LAMI 1.0 (L16-T, I/4' SPACE, 3/16- ANN_090 PVB, 311C HSI 96 7/8' LAMI LG(3/16' T 114' SPACE BS.090 PVB, 3116-HS) 97 - 7/8' LAMI I.G i6' T, ITC SPACE,3/16' ANN .075 VANCEVA 3/16' fi5) 98 7B' LAMILG (3/16° T, 1/4" SPAM3/1G BS_0/5 VANCEVA 3116- Hat 105 8022 BA BEAD 68022 106 8026A SLBACKBEAD 68026A 107 9023A 7/16" BEAD 68023A 108 9024A 7/8' 1GBBAD 680MA ]09 lxx4 VOVYLBULBWSTPCI'M 6TP247 1070TE'CFINOLOGYfMNE MV88rEFL34YF6 (641)48&1W0 REGIS7RA770NRB290 ® 'P PARTS LIST 7m ALUM. FRENCH DOOR. & SIDE s; IID760 TVA 7 e 12 A r AGK 04/17/20 H ADDED BACI®EDDIFIG. ar.FK o� a FRAME[GTPARIS I 8006 FRAME-HEAD&H7NffiIAMH G 2 B003C OVTSWINGSDL 3 80MC OUTSWINGSIILCOVER CaGODS DRIPCAP 8 3 --HFAD,SBJ.&IAMBWFATHFILSI'RH' CTOSiA U83337r8i00 fi PD07 SC86W COVER 6800J 7 80a9 H45TALLPLATE 68D09 B FRAMEASSEMBLYSCREW aeX 1"PH UAD 781 A 9 6032 ASIRAGALFIVD SEAL 48032 10 E058A Ol7I'-SNL1`GSRL RISE) 68058 DOOR PANEL 5 ---HEA SHL&]AMBWFA'1HFRSfRIP SCtBEGA U833.371810D 20 8012 SIDE G6012 21 8014 TOP RAIL DID ROD DESIGN 6�14 Z2 8013 130Ti0M RA DIDROD DESIGN) 68013 23 BOl7 TOP SWEEP 68017 24 80I6 BOTTOM SWEEP G8016 24' SWEEPS '„4X1/2"PHILPH 36 SOlS ASTRAUA ACDVE&INACTIVE 68015 27 8021B GFARF�,JAMBSIDE 68021B 28 8020A (FAR COVER 68020A 29 8016 GE1R1@k'E BACK-UP PLATE 66018 30 S019A GEAR DOORSIDb G8019A 31 8035 GEAR BEARING 68035 33 GFJ RIBNGE,SEe•SCRElV k632s114' ' 33 —GFARIIQ4GE MTG SCREW d12s3/4°TRUSS HD. 3a GEAR RITG SCREW a12s1112°TRUSS HD, 35 THREADIDAOD S/1618X36' 6TRODA 36 E[ANGIDHPXN(RS/1618 7990NUTA 37 8439 'TRUSS CLAMP 60378M 38 8043 SrS GEARLATCH MECHANISM ASIOAND) 39 SD3D LOCK BLACK 48030 40 LATQIASS'YSCRLWSa8 X.2'SS P1iQ1.TRIID 78X2TPAX al 8037 SIS SHOOTHOLTROD SULLNA 42 B0a5 STANDARaFLUSHBOLTS W/SS ROD $ULWA a3 8031 sHaorbDla•cu1DE asD31 a4 SHOOT BOLTCLHDE&STRBCESCREW 8a2X3/8'SS PHULTRHD T81G8PFTX 45 8038A RIGHT- STRIKEPIA7EATASI7tAG4L ACfIVEHINGID LEM WSIIOdi51 46 8038E LEFT-S(R11rE PLAT'EAT ASTRAGAL ACIiVEHIN®RI W5110-04SI 47 STRIREPIATESCREWSB•32X 318"SS PHBLTR HD 78X38PF1X N SH0KEPIATEMIDD]ESCREW 62aX 1/2°eH 7612PP17( 49 A016 57RB�PIATEATHFAD&SLIT. 50 HEAD SLRIKESCREWS SSBX U2PFBILFH 7858TA1C 51 S7RIIG;PIATESCREWS SllL5S8X 12 PHBL 11NDP3iCUfFH 78XITPJHUX 52 80a1 ACDVBTRIM SEI'(ASHLAND) i3 8042 PASSIVETItBd SEf(ASHLAND S4 804f STAH411JSSSSTFFJJ.PASSNEIDCK (FAR ASHLAND 55 8014A TOP RAB.fLAG80LT DFSI 68014A 56 80L3A BOTTOM RAIL(fAGBOLT DESIGN) 680DA 57 5/16'x2If2'1AGBOLTS 75161EOLTX Material Min: Fr Miry F", #12 Steel Screw 92 ksi 120.ksi #12 1&8 Strew 60 ksi 95'ksi' #12410 Screw 90 ksi 110 ksi i!4" Elm UllraCon® 155 ksi 177 ksi 1/4° OaWalt UltraCoM® 1/4" 410 SS ElcdOewalt CreteFlez® 148 ksi 127.4 ksi 164 test 169.7 ksi 6068-75 Aluminum 16 ksi 22 ksi A38 Steel 36 ksi 58 ksl Gr. 33 Steel Stud 33 ksi 45 ksi 062 1.00OU7 7r",j T 3.696 #8006 6063-T6 O FRAME, HEAD, JAMB AND SIDELITE SILL 3.018 .050 O7 #8009 6063-T6 INSTALL PLATE -� 1.278 1--- J� .062 2I .05��� .583 +-- Ti 3.636 --I � #8003C 6063-T6 03 #8004C 6063-T5 �GJ ni iT-filnntir,.qn 1 OS SILL COVER osl�J 1.378 .553 TI+ 3.636 -�-j 10 #8058A 6063-T6 OUT -SWING LOW SILL 1.8 .100 �',-- 8.250 -' 22 #8013 6063-T6 BOTTOM RAIL 4.027 1.033 .050 1 O #8008 6063-T6 DRIP CAP I .074ji- 2.0007 T L 1 .498 f+ 3.990 -1 20 #8012 6063-T6 STILE T .075 1.938 1.467 i---- 4.434 21 #8014 6063-T5 TOP RAIL 1.940 05 23 O #8017 6063-T5 TOP SWEEP 050 :797 2.240 #8016 6063-T5 24 BOTTOM SWEEP 1.160 .04-1 6 #8007 6063-T6 SCREW COVER "'mpti amwaft . .075 fS".Rc ds .075 T Amp=. eNaj�•-O�aj 1.93H .100 T -j- PspSiui�n 1t�te- 1.93H 1.467 1.170 i- 8.250 ' 1- 4.434 =i tom- 2.544LYfJN��''., #8013A 6063-T6 55 #8014A 6063-T5 26 #8015 6063-T6 aC?..... ' �E9/� 56 BOTTOM RAIL, LAG BOLT DESIGN O TOP RAIL, LAG BOLT DESIGN O ASTRAGAL _ N0. 58705 Zu n. E O CV` iWOtiEG$107.06YDRNE �" �i Crs ''•;CC ORIDP••''G\�� MVEnncf:ftSf= EXTRUSION PROFILES '%SANAL rrEcfsrnAnave2am ALUM. FRENCH DOOR & SIDE LITES, IMPACT AGK 04Hm H NO CHANGES uw SHEET.I ate, - k LYNN MILLER, P.E. �0y' -,.Xj jAy "; r °tl�„K,� [�T- ,:;. 112 8 d 12 8000.11 H FL P.E.# 58705 2.260 075 27 #8021 B 6063-T6 GEAR HINGE, JAMB Lj' .438 .050 z.szz #8028 6063-T5 61 SL HEAD TRIM 10 #8022 6063-T5 BACKBEAD STRUCTURAL XYISOBUTYLENE WITH DESICCANT EXT. GLASS—,/ +� ,742 353 072 28 #6020A 6063-T6 GEAR HINGE, COVER LLTI 3.775 -I .125 J .05D .325 Ba #8056 6063-T4 SUBSILL, OPTIONAL 1.189 {►— .965 r .045. #8026A 6063-T5 10 - SL BACKBEAD STRUCTURAL SILICONE 114' NOIA FOAM WrIH DESICCANT IXT. GLASS—y IT. GLASS 142 .075 I 301 I-- 1.763 2A38 --� 29 #8018 6063-T5 30 #8019A 6063 T6 HINGE, BACK-UP GEAR HINGE, DOOR 0622 II 1.000 I•� 3.636 —T 70 #8010 6063-T6 NARROW SL JAMB .750 .045 .818 t — #8023A 6063-T5 10 7/16" BEAD KODISPACE & SUPER 1m 4SG TPS SPACERU NXT'" Part# Description Material 100 KOmmeriing 4SG TPS Spacer System 101 Quanex Super Spacer nXTwith Hot Melt Butyl See this Sheet for 102 Quanex Duraseal Spacer Materials 103 Cardnal)Q. Edge Spacer .040 .437 .957 O#8024A 6063-T5 108 I.G. BEAD III NOM. BUM & DESICCANT FOAM IXT. GLASS GLASS Ur 1oz DURASEAL@ SPACER M MSWCJ-n 34M (811)496IW0 WGISmanoN4 MW 1.812 — 1—[ 1.000 ,100 37 #8039 6063 T6 TRUSS CLAMP �+— 2.313 ---11''TT'' 050 62 #8029 6063-T5 SL JAMB TRIM RCEMENT POLYISO- DESICCANT FILLAREA BUMENE SEAL 5116' NOM. SILICONE SEAL ROLL•FORMED STAINLESS STEEL IXT. GLASS GLASS F. GLASS 70J XL EDGE'" SPACER ALUM. FRENCH DOOR & SIDE UTES, IMPACT rweae ar. n e urva a... FnrSo 112 1 9 1 12 8000-11 H .125 3.251 � - 1.635 #8033B 6105-T5 80 FD ASS'Y BEAM $a mom=&Dam fAc Fla" tdm&1inACettk A«epieaae No 26-+`42 T_03 FspirsLsWa Date7fj' No.58705 — '/.S/ONA � L A. LYNN MILLER, P.E. FL P.E.# 58705 i J6„r I 16"1— 18" I 10.571" MAX. JAMB JAMB HORS ANCHORS 18,500" QTY. HT. QTY. MAX. O.C. 95 3/4" - (5) " - (8) " - (8) " - (8) " (7) L - "-(7) 11" 3 3"MIN. -HEAD&SILL 11" 1°MIN. TYP. ANCHOR TYP. CLUSTER (TYPICAL) SEE NOTE 4 JAMB ANCHORS 18.500" HT. QTY. MAX. O.C. 95 314" - (5) 91 314" - (5) —I- } (2) EQ. 83 79 314"-(5) 11" 12" 9" HEAD $ SILL ANCHOR CLUSTER (TYPICAL) SEE NOTE 5 JAMB ANCHORS HT. QTY. 95 314" - (8) (3) EQ. 91 3/4" - (8) S, P TYI'. 87 314" - (8) 83 3/4" - (n (I�-�jl 79 314" - (7) DETAIL (CONCRETE) DETAIL B (WOOD/ALUM.) DETAIL C (CONCRETE) SEE NOTE 5�DETAIL D (WOOD/ALUM.) (SINGLE PANEL) (SINGLE PANEL) (2 OR MORE PANELS) REGARDING (2 OR MORE PANELS) ANCHOR TYPES: ANCHOR TYPES: /APPLICABILITYNLOCATIONS L APPLCIRCLED ANCHOR TYPES: of CIRCLEDED ANCHOR TYPES: B OR C C OR A B OR C ANCHOR C OR A SEE NOTE 4 REGARDING LOCATIONS ANCHORAGE SPACING REQUIREMENTS: ANCHOR LOCATIONS 1. 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LTTE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS ATHROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: ANCHOR TYPES: SEE TABLE A, SHEET 1 FOR ANCHOR TYPES, SUBSTRATES AND LIMITATIONS. 3. SINGLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, WOOD/ALUM. SUBSTRATE) HEAD AND SILL......6" MAX. FROM FRAME CORNERS. JAMBS ..................... 11" MAX. FROM FRAME CORNERS, 18.500" MAX O.C. CONCRETE SUBSTRATE (DETAILA) AND 10.571" MAX. O.C. WOOD SUBSTRATE (DETAILS). 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL 6" MAX. FROM FRAME CORNERS IF PANEL WIDTH IS 15" OR GREATER AND AT 3", 6° AND 9" MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 6). JAMBS: I V MAX. FROM FRAME CORNERS AND 18.500" MAX O.0 5. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D, WOODIALUM. SUBSTRATE) HEAD AND SILL 6" MAX. FROM FRAME CORNERS AND AT 3", 6", 9" AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). CIRCLED ANCHOR OUTSIDE CLUSTER REQUIRED IF PANEL WIDTH IS OVER 27-3W. -' JAMBS: 11" MAX. FROM FRAME CORNERS AND 10.571" MAX O.0 (m)amaoo REG6Mr10NA2W6 FD7W 1114 110 a 12 I 8000.11 71" 10.571" MAX �OBllL f BEYiEd m �mg9yfag with tpe PbrSbt NeMing Code Ao:cpuom �o�•y-,Uy270�i E3'j"th'a Dal— LyNiV � '��.•' tGENS / No. 58705 = moo'•.. T/� a ° ASS/ <aG ;,,, ONAL tE A. LYNN MILLER, P.E. FL P.E#58705 TYR ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENTANDEDGE DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET 1. SEE TABLE A, SHEET 1. OPTIONAL SEE TABLE & SHEET 1. SEE TABLE A, SHEET 1. OPTIONAL MAX. 1/4" MAX U4" MAX. 84 1/4" GROUT, GROUT �tSt1� GROUT MAX. � " SEE SEE SEE Ff- Mr-i NOTE 3 I _ I NOTE 3- - SHIM NOTE 3 1 �METALSUBSTkATE PERANCHOR REQUIREMENT EDGE DISTANCE 1/6" MIN. EMBEDMENT (METAL THICKNESS) TYPICAL SIDE LITE SILL (DIRECT TO METAL) 1/8" MIN. EMBEDMENT (METAL THICKNESS) EDGE DISTANCE METAL SUBSTRATE 1/ER ANCHOR MAXX' REQUIREMENT I SHIM r , -T 1/4" ONCRETE/CM PER ANCHOR — T[FMOING. XWOD-EMBEDMENT UCKSTRIP OR RASEE' j 1 [�. X WOOD:-� EMBEDMENT UCKSTRIP OR % EMBEDMENT FRAMING. SEE EDGE DISTANCE --{ fF- EDGE DISTANCE —"-I L-- TYPICAL SIDE LITE SILL TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) (DIRECT TO WOOD) EXTERIOR INTERIORC> 14 (ALL HEAD & SILL SECTIONS) ✓✓ 1X WOOD EDGE DISTANCE �- BUCKSTRIP, SEE EDGE DISTANCE NOTE 1, THIS : CONCRETE/CMU:;•;.e''`" SHEET. PER ANCHOR :ONCREfEICMU `; ..�•+ ' REQUIREMENT PER ANCHOR jf`?:':•.',' 1/4" MAX REQUIREME.NT J EMBEDMENT SHIM EDGE DISTANCE +1 1-�- TYPICAL SIDE LITE SILL (DIRECT TO WOOD) EMBEDMENT 1/4" MAX SHIM 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 1, THIS SHEET EDGE DISTANCE ---i F+ i EMBEDMENT AND EDGE SHIM EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE TYP. ANCHORTYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHORTYPE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD (DIRECT TO METAL) (DIRECT TO CONCRETE) (THRU 1X INTO CONCRETE) (DIRECT TO WOOD) NOTES: 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1-1/2" THICK 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1-10 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 2. FOR ATTACHMENT TO ALUM: THE MATT SHALL BE A MIN_ STRENGTH OF 6063-TS AND A MIN. OF 1/8" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO �N (LYN// rrri PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHORSHALL BE A #12 SMS \,N� .............. WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET. THE PRESSURES SHOWN ON SHEET 2 AND ANCHORAGE SPACING FOR WOOD SHOWN Pad;'' IGEdSF• ON SHEET 10 MAY BE USED. ti ; Na. 50705 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) _ y - MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHTTO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. _ O&ODUC r 06VNM ' M VSWF, FL 34M ANCHORAGE DETAILS =�0 ' STATE.( . n cmteplyt.g ie. toe fbeAt (sef)I✓�lem i�(C� •'•.'PG GRID?. •''• \_� Artcp�nce 114 Nm Z"'4HZ •ui cERno mrt Reams ALUM. FRENCH DOOR& SIDE LITES, IMPACT �'�SSZONA1-E�G�� r mt. � FID- 11 d 12 " 8000-11 r 11m,ttt0� -t w-ti u w m� e,c o A LYNN MILLER, P.E.lyfLlrt P1®trclfrta�ad AGK 6V17/10 H NO CifM/GES7HfS SHEEf FJC 11/13W LT. 1 4/&fl5 FL P.Efi 58705 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. aEXTERIOR 1/4' MAX. SHIM T jj 1f METAL SUBSTRATE {NI PERANCHOR REQUIREMENT EDGE DISTANCE 118" MIN. EMBEDMENT (METAL THICKNESS) TYPICAL DOOR SILL D E DISTANCE (DIRECT TO METAL) TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. EXTERIOR 2 1/4" MAX. 10 GROUT, SEE NOTE 3.] SHEET 11 1 PERANCHOR •:. REQUIREMENT TYPICAL DOOR SILL (DIRECT TO CONCRETE) TYP. ANCHOR TYPE, NAL EMBEDMENT AND EDGE \ DISTANCE PER SUBSTRATE, J SEE TABLE A, SHEET 1. EXTERIOR C] EXTERIOF 2 1/4" MAX. 10. 1/4" MAX. GROUT, " GROUT, SEE N0 SEE NOTE 3,� 3, SHEET 11 SHEET 11 ' A .:"Q WOO BUCKSTRIP 0 EMBEDMENT coennuar_ c EMBEDMENT TYPICAL DOOR SILL (DIRECT TO WOOD) TYP. ANCHOR TYPE. INTERIOR TYP. ANCHOR TYPE, INTERIOR EMBEDMENT AN PE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. �-- EMBEDMENT � �-- EMBEDMENT � I, EMBEDMENT EDGE EDGE ._. DISTANCE DISTANCE1t.;:.: ....L.�.. METAL SUBSTRATE PER ANCHOR REQUIREMENT 1/4" MAX. SHIM --{ �— TYPICAL DOOR & SIDE LITE JAMB (DIRECT TO METAL) 4 INTERIOR i EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENTAND OPTIONAL EDGE DISTANCE PER SUBSTRATE, SEE (t14J TABLE & SHEET 1. FRAMING, NOTE`, SHEET OPTIONAL DOOR SILL (DIRECT TO WOOD) TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. +-i -- EMBEDMENT I-- 1/4" MAX. SHIM 'tS:",' :'y:•: :~`n'= =(.': O 2X WOOD O ,v • y BUCKSTRIP OR CONCRETE/CMU a��= ?%•`r'.' CONCRETE/CMU ';. FRAMING, SEE PER ANCHOR PERANCHOR +��•"-- REQUIREMENT REQUIREMENT NOTE 1, SHEET 11. 1/4" MAX` SHIM,—y 114" MAX. SHIM 1X WOOD TYPICAL DOOR & SIDE LITE JAMB BUCKSTRIP, SEE (DIRECT TO OD) NOTE 1, SHEET 11. TYPICAL DOOR &SIDE LITE JAMB TYPICAL DOOR &SIDE LITE JAMB Rva"�<« 1, (DIRECTTOCONCRETE) (THR IX INTO CONCRETE) � f v ``ONYLYNN��/., Wt.CLdc ��`.•'oOENSF'•.<< i AaneytaaeeN 2 •03 Qa:' • F $s�LaiM¢ Datr 7f, No. 58705 a "Z:v' � O • 9, 1°n. R 76 ANCHORAGE DETAILS %gyp'. ST� o 1= ! (BOl11B61a00 T '� CERT. OFUM02Muu-T ALUM. FRENCH DOOR& SIDE LITES, IMPACT E�. FD t/4 12 m 12 �- 8000-i1 r'I11I'0'\ ` AZax a emr p.."ax 0 —arc - A. LYNN MILLER, P.E. 0dH— y yOCNA-7yISSHEEK FJC 1?/L3RM LT. 4/$2lS FL P.E958705