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Home My WebLink AboutNOA 19112607PGT 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 "FD -650" Outswing Aluminum French Door w/wo Sidelites — N.I. APPROVAL DOCUMENT: Drawing No. 8000-12 Rev F, titled "Alum. French Door & Side Lites, Non—Impact", sheets 1 through 11 of 11, dated 12/23/04 and last revised on 11/22/19, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. ISSILE IMPACT TING: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitations: 1. See sheet 2 for Design Pressures (DP) VS sizes and glass types for doors and Sidelites (Narrow or full jambs) and overhang /sill options. When doors are assembled with sidelites, lower design pressures from door or sidelite shall control. 2. See glass options in sheet 1 and spacer options for insulated glass in sheet 8. 3. See installation anchoring details in sheets 9, 10 and 11. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 renews NOA No. 17-0504.03 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 19-1126.07 Expiration Date: March 24, 2025 Approval Date: January 09, 2020 Page 1 PGT Industries, Inc. 1 p 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 8000-12, titled "Alum. French Door & Side Lites, Non—Impact", sheets 01 through 11 of 11, dated 12/23/04, with revision "D" dated 10/10/11, 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 doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5967, dated 05/07/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA No. 09-1028.09) 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 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 Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0107.01) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 5) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 6) Water Resistance Test, per FBC, TAS 202-94 7) 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- 4450, dated 12/14/04, FTL-4451, dated 12/14/04 and FTL-4452, dated 12/14/04, all signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05- 0107.01). C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC 2014, 5" Edition, prepared by manufacturer, dated 02/11/15, signed and sealed by A. Lynn Miller, P. E. 2. Glazing complies with ASTM E1300-04/ 09. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER. Ishaq I. Chanda, P. E. Product Control Unit Supervisor NOA No. 19-1126.07 Expiration Date: March 24, 2025 Approval Date: January 09, 2020 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC-2010 and complying with FBC 511 Edition (2014), 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. (Submitted under previous NOA No. 09-1028.09). 2. Evidence submitted under previous approvals A. DRAWINGS 1. Drawing No. 8000-12, titled "Alum. French Door & Side Lites, Non—Impact", sheets 1 through 11 of 11, dated 12/23/04, with revision "E" dated 05/05/16, 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. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC 2014, 5` Edition, prepared by manufacturer, dated 02/11/15, signed and sealed by A. Lynn Miller, P. E. (Submitted under previous NOA 14-1117.04). D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS (Submitted under previous NOA No. 14-1117.04) 1. Statement letter of conformance to FBC-2010 and complying with FBC 5" Edition (2014), issued by manufacturer, dated 11/06/14, signed and sealed by A. Lynn Miller, P. E.\ Ishaq I: Chanda, P. E. Product Control Unit Supervisor NOA No. 19-1126.07 Expiration Date: March 24, 2025 Approval Date: January 09, 2020 E-2 PGT Industries Cl-�117�:i�:7`7 1. Notice of Acceptance No. 14-1117.04, issued to PGT Industries for their Series "FD -650" Outswing Aluminum French Door w/ Sidelites — N.I., approved on 02/19/15 and expiring on 03/24/20. 3. Evidence submitted under previous approvals A. DRAWINGS 1. Drawing No. 8000-12, titled "Alum. French Door & Side Lites, Non—Impact", sheets 1 through 11 of 11, dated 12/23/04, with revision "F" dated 04/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS (Submitted under previous NOA No. 16-0629.15) 1. 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. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and FBC 6th Edition (2017), prepared by manufacturer, dated 11/22/17, signed and sealed by A. Lynn Miller, P. E. 2. Glazing complies with ASTM E1300-04/ 09. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1 None. F. STATEMENTS 1. Statement letter of conformance with FBC 6th Edition (2017), issued by manufacturer, dated 08/16/17, signed and sealed by A. Lynn Miller, P. E. G. OTHERS 1. Notice of Acceptance No. 16-0629.15, issued to PGT Industries for their Series "FD -650" Outswing Aluminum French Door w/ Sidelites — N.I., expiring on 03/24/20. 2. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 4. New Evidence submitted A. DRAWINGS 1. Drawing No. 8000-12 Rev F, titled "Alum. French Door & Side Lites, Non—Impact", sheets 1 through 11 of 11, dated 12/23/04 and last revised on 11/22/19, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. None. lsha4 I. Chanda, P. E. Product Control Unit Supervisor NOA No. 19-1126.07 Expiration Date: March 24, 2025 Approval Date: January 09, 2020 E-3 PGT Industries, Inc. C. CALCULATIONS (submitted under file 917-0420.10) 1. None. 2. Glazing complies with ASTMS -1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). UV 04 1 W I 101 COLIN N uflym 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (611 Edition), issued by manufacturer, dated 11/22/19, signed and sealed by Lynn Miller, P. E. G. OTHER 1. This NOA renews 9 17-0504.03. Ishaq I Chanda, P. E. Product Control Unit Supervisor NOA No. 19-1126.07 Expiration Date: March 24, 2025 Approval Date: January 09, 2020 SERIES 650 OUTSWING NON -IMPACT RESISTANT FRENCH DOOR AND SIDE LITE 1. GLAZING OPTIONS: A. 3/16" TEMPERED GLASS B. 7/8" I.G. GLASS CONSISTING OF (2) LITES OF 3/16" TEMPERED GLASS WITH A 1/2" AIR SPACE. 2. DESIGN PRESSURES: (SEE TABLES 1, 2 AND 3, 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. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3. CONFIGURATIONS: X, 0, XX, XO, OX, XXX, XXO, OXX, 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 XO UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THROUGH 11. 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. VERTICAL ASSEMBLY BEAM SEAM -SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS FTL-4450, FTL-4451, FTL-4452, FTL-4921 AND FTL-5967. ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ADM ALUMINUM DESIGN MANUAL TABLE k DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1, 2 & 3 ON NOT RATED FOR MISSILE SHEET 2 IMPACT RESISTANCE - -- 1 CONFIGURATIONS........... 1 GLAZING DETAILS............ Min. Anchor Anchor Type Frame Substrate Min. Edge Embedment or Group 5 Member 6 Distance Metal Thickness ANCHORAGE ..................... #12 Steel SMS All Southern Pine (SG = 0.55) 9/16" 1-3/8" A (Gr. 5) All 6063-T5 Aluminum 3/8" 118" 1/4" Elco All Concrete (min. 2.85 ksi) 2" 1-3/4" B UltraCon® Jamb Hollow Block (ASTM C90) 2" 1-1/4" All Concrete (min. 3.35 ksi) 1-3/4" 1-3/4" C 1/4 410 SS Elco Jamb Hollow Block (ASTM C90) 1-3/4" 1-1/4" CreteF lex® All Southern Pine (SG = 0.55) 1" 1-3/8" 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 7/8" NOM. GENERAL NOTES ............. 1 CONFIGURATIONS........... 1 GLAZING DETAILS............ 1 DESIGN PRESSURES....... 2 ELEVATIONS ..................... 3 VERT. SECTIONS ............. 4 HORIZ. SECTIONS............ 5 PARTS LIST ....................... 6 EXTRUSIONS .................... 7-8 ANCHORAGE ..................... 9-11 3/16" TEMPERED GLASS Material Min. Fy Min. F„ Steel Screw 92 ksi 120 ksi Elco UltraCon® 155 ksi 177 ksi 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi GLAZING DETAIL MONOLITHIC GLASS JR I 04/10/17 I F I UPDATED TO FBC 2017, ADDED TBL A, REV'D DOOR SILL. I F. K. 1 12/30/04 .ASS E K CODES / STANDARDS USED: o2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION o2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION oASTM E1300-09 oANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION oALUMINUM DESIGN MANUAL, ADM -2015 oAISI S100-12 oAISC 360-10 1/2" AIRSPACE 3/16" TEMPERED GLASS 3/16" TEMPERED GLASS GLAZING DETAIL I.G. GLASS .ASS E IN 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275 GENERAL NOTES, GLAZING DETAILS AND MAF (941) 480-1600 Tdl� CERT OFAUTH. #29296 ALUM. FRENCH DOOR & SIDE LITES, NON -IMPACT Series/Model: Scale: Sheet: Drawing No. Rev' FD650 FUL 1 of 11 8000-12 F �` II'trtl ` o. 58705 AT E OF A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 1. COMPARATIVE ANALYSIS: OUTSWING DOORS COMPARATIVE ANALYSIS: NARROW JAMB SIDE LITE A. TEMPERED GLASS B. 7/8" I.G. (3/16"T, AIR SPACE, 3/167) SIDE LITE HEIGHT 68 - 79 3/4" 70 - 83 3/4" 87 3/4" 91 3/4" 80 - 95 3/4" 1011116" SIDE LITE SIDE LITE HEIGHT GLASS A. 3116" TEMPERED GLASS WIDTH 68 - 79 3/4" 70 - 83 3/4" 87 3/4" 91 3/4" 80 - 95 3/4" 2111/16" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 2411/16" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 y. OPTIONS: B. 7/8" I.G. (3116"T, AIR SPACE, 3/167) +100.0 -127.8 +100.0 -121.1 +100.0 -115.1 Z +100.0 -118.6 +100.0 -118.6 +100.0 -118.6 +100.0 -112.5 +100.0 -106.8 3611116" +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 ® v DOOR +100.0 -100.0 +100.0 -145.0 DOOR HEIGHT -145.0 +100.0 -144.9 +100.0 68 - 79 314" 70 - 83 3/4" 87 3/4" 91 314" 80 - 95 3/4" WIDTH X 20 25" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -139.5 X 27" +100.0 -145.0 +100.0 -145.0 +100.0 -144.2 +100.0 -136.9 +100.0 -130.3 X 29" +100.0 -145.0 +100.0 -143.4 +100.0 -135.7 +100.0 -128.7 +100.0 -122.4 X 26 31" +100.0 -144.2 +100.0 -135.8 +100.0 -128.3 +100.0 -121.6 +100.0 -115.6 X 28 33" +100.0 -126.7 +100.0 -126.7 +100.0 -122.0 +100.0 -115.5 +100.0 -109.7 X 35" +100.0 -112.2 +100.0 -112.2 +100.0 -112.2 +100.0 -110.2 +100.0 -104.6 X 30 37" +100.0 -100.0 +100.0 1+100,0 -100.0 +100.0 1+100.0 -100.0 +100.0 -100.0 +100.0 -100.0 XXI 40 47 314" +100.0 -145.0 -145.0 -145.0 +100.0 -145.0 +100.0 -139.5 XX 51 3/4" +100.0 -145.0 +100.0 -145.0 +100.0 -144.2 +100.0 -136.9 +100.0 -130.3 XX 55 3/4" +100.0 -145.0 +100.0 -143.4 +100.0 -135.7 +100.0 -128.7 +100.0 -122.4 XX 50 59 3/4" +100.0 -144.2 +100.0 -135.8 +100.0 -128.3 +100.0 -121.6 +100.0 -115.6 XX 54 63 3/4" +100.0 -126.7 +100.0 -126.7 +100.0 -122.0 +100.0 -115.5 +100.0 -109.7 XX 67 3/4" +100.0 -112.2 +100.0 -112.2 +100.0 -112.2 +100.0 -110.2 +100.0 -104.6 XX 1 60 71 3/4" +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 TABLE 2. COMPARATIVE ANALYSIS: FULL JAMB SIDE LITE GLASS A. 3/16" TEMPERED GLASS OPTIONS: B. 718" I.G. (3/16"T, AIR SPACE, 3/167) COMPARATIVE ANALYSIS: NARROW JAMB SIDE LITE A. TEMPERED GLASS B. 7/8" I.G. (3/16"T, AIR SPACE, 3/167) SIDE LITE HEIGHT 68 - 79 3/4" 70 - 83 3/4" 87 3/4" 91 3/4" 80 - 95 3/4" 1011116" SIDE LITE SIDE LITE HEIGHT -145.0 +100.0 -145.0 WIDTH 68 - 79 3/4" 70 - 83 3/4" 87 3/4" 91 3/4" 80 - 95 3/4" 2111/16" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 2411/16" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -144.9 +100.0 -137.9 3011/16" +100.0 -142.9 +100.0 -135.3 +100.0 -127.8 +100.0 -121.1 +100.0 -115.1 3311/16" +100.0 -118.6 +100.0 -118.6 +100.0 -118.6 +100.0 -112.5 +100.0 -106.8 3611116" +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 NOTE: REFERENCE TEST REPORTS FTL4450, FTL-4451, FTL-4452, FTL-4921 AND FTL 5967. TABLE 3. GLASS OPTIONS: SIDE LITE WIDTH COMPARATIVE ANALYSIS: NARROW JAMB SIDE LITE A. TEMPERED GLASS B. 7/8" I.G. (3/16"T, AIR SPACE, 3/167) SIDE LITE HEIGHT 68 - 79 3/4" 70 - 83 3/4" 87 3/4" 91 3/4" 80 - 95 3/4" 1011116" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 1311/16" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 1611/16" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 1911/16" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 2111/16" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 2411/16" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -144.9 +100.0 -137.9 3011/16" +100.0 -142.9 +100.0 -135.3 +100.0 -127.8 +100.0 -121.1 +100.0 -115.1 3311/16" +100.0 -118.6 +100.0 -118.6 +100.0 -118.6 +100.0 -112.5 +100.0 -106.8 3611/16" +100.0 -100.0 +100.0 -100.0 1 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 OVERHANG LENGTH OVERHANG HEIGHT 0O NOTES: 1. IF USING THE OPTIONAL LOW-RISE SILL (PART 10, SHEET 7 OF 11), 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 SIDELITES. 2. FOR COMBINED UNITS, THE LOWEST DESIGN PRESSURE OF THE SIDELITE AND THE DOOR GOVERNS THE OVERALL ASSEMBLY DESIGN PRESSURE. �,ti9ilfPlli No. 58705 ® :£ OF ? 3'w Illolilrl4�" A. LYNN MILLER, P.E. FL P.E.# 58705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 41) 480-1600 CERT OFALITH. #29296 Description: DESIGN PRESSURES :i _CV, Tiii�. ALUM. FRENCH DOOR & SIDE LITES, NON -IMPACT Revsd By: JR Date: 04/10/17 Revisions: F ADDED NOTE 2 Series/Model: FD650 Scale: NA Sheet: 2 of 11 Drawing No. 8000-12 Rev: F Drawn By: F.K. Date: 12/30/04 Checked By: Date: �,ti9ilfPlli No. 58705 ® :£ OF ? 3'w Illolilrl4�" A. LYNN MILLER, P.E. FL P.E.# 58705 95 3/4" MAX. HEIGHT ALL 79 1/8" MAX. DLO ALL 73 13/16" MAX. WIDTH ---®- 37" MAX. WIDTH 25" MAX. DLO ALL X UNITS X 1105/8" MAX. WIDTH --� 71 3/4" MAX. WIDTH XX — 145 3/8" MAX. WIDTH --j OXXO (SHOWING EACH VERSION SIDELITE) QG 11 1.1 all QG 44/442" O (FULL JAMB) O (NARROW JAMB) NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSIONS. 2. FOR ANCHOR SPACING AND DETAILS, SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 4 AND FOR HORIZONTAL SECTIONS SEE SHEET 5. 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275 EXAMPLE ELEVATIONS (941) 480-1600 Title CERT. OFAUTH. #29296 ITALUM. FRENCH DOOR & SIDE LITES, NON -IMPACT Revsd By: Date: Revisions: JR 04/10/17 F NO CHANGES THIS SHEET. Series/Motlel: Scale Sheet: Drawing No. Rev: Drawn By.: Date: Checked By: Date: F. K. 12/30104 FD650 NTS 3 et 11 8000-12 F p{, d 705 r i 4 A. LYNN101LLER, P.E. FL P.E.# 58705 Ll --� 71 3/4" MAX. WIDTH XX — 145 3/8" MAX. WIDTH --j OXXO (SHOWING EACH VERSION SIDELITE) QG 11 1.1 all QG 44/442" O (FULL JAMB) O (NARROW JAMB) NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSIONS. 2. FOR ANCHOR SPACING AND DETAILS, SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 4 AND FOR HORIZONTAL SECTIONS SEE SHEET 5. 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275 EXAMPLE ELEVATIONS (941) 480-1600 Title CERT. OFAUTH. #29296 ITALUM. FRENCH DOOR & SIDE LITES, NON -IMPACT Revsd By: Date: Revisions: JR 04/10/17 F NO CHANGES THIS SHEET. Series/Motlel: Scale Sheet: Drawing No. Rev: Drawn By.: Date: Checked By: Date: F. K. 12/30104 FD650 NTS 3 et 11 8000-12 F p{, d 705 r i 4 A. LYNN101LLER, P.E. FL P.E.# 58705 XX — 145 3/8" MAX. WIDTH --j OXXO (SHOWING EACH VERSION SIDELITE) QG 11 1.1 all QG 44/442" O (FULL JAMB) O (NARROW JAMB) NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSIONS. 2. FOR ANCHOR SPACING AND DETAILS, SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 4 AND FOR HORIZONTAL SECTIONS SEE SHEET 5. 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275 EXAMPLE ELEVATIONS (941) 480-1600 Title CERT. OFAUTH. #29296 ITALUM. FRENCH DOOR & SIDE LITES, NON -IMPACT Revsd By: Date: Revisions: JR 04/10/17 F NO CHANGES THIS SHEET. Series/Motlel: Scale Sheet: Drawing No. Rev: Drawn By.: Date: Checked By: Date: F. K. 12/30104 FD650 NTS 3 et 11 8000-12 F p{, d 705 r i 4 A. LYNN101LLER, P.E. FL P.E.# 58705 OXXO (SHOWING EACH VERSION SIDELITE) QG 11 1.1 all QG 44/442" O (FULL JAMB) O (NARROW JAMB) NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSIONS. 2. FOR ANCHOR SPACING AND DETAILS, SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 4 AND FOR HORIZONTAL SECTIONS SEE SHEET 5. 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275 EXAMPLE ELEVATIONS (941) 480-1600 Title CERT. OFAUTH. #29296 ITALUM. FRENCH DOOR & SIDE LITES, NON -IMPACT Revsd By: Date: Revisions: JR 04/10/17 F NO CHANGES THIS SHEET. Series/Motlel: Scale Sheet: Drawing No. Rev: Drawn By.: Date: Checked By: Date: F. K. 12/30104 FD650 NTS 3 et 11 8000-12 F p{, d 705 r i 4 A. LYNN101LLER, P.E. FL P.E.# 58705 VERTICAL SECTION A VERTICAL SECTION B 1 NARROW AND FULL 05) 0 UTSWING HEAD JAMB SIDE LITE HEAD 23 ORIGINAL VERSION TOP RAIL ALTERNATE VERSION TOP RAIL] L Ja WA T MAX. DLO -J MAX. DLO — EXTERIOR INTERIOR EXTERIOR INTERIOR PRODUCT RENEWED aS COR-, plyiRg With the FAWIft 1,5-ItZ7-0 7 MAX. MAX. Expiration Date HEIGHT HEIGHT ZA-- ORIGINAL VERSION BOTTOM RAIL 22 56 ALTERNATE VERSION BOTTOM RAIL 2 Alo 10 1 7 00" 'v 23 OR 24 d/ R fF) I T VERTICAL SECTION C -4— VERTICAL SECTION D NARROW AND FULL OUTSWING SILL =4 JAMB SIDE LITE SILL S..' c' 1070 TECHNOLOGY DRIVE "e,N ",t: N. VENICE, FL 34275 VERTICAL SECTIONS (941)480-1600 To Revsd By. Date Revisions: ALUM. FRENCH DOOR & SIDE LITES, NON -IMPACT JR 04110117 F REVISED SILL EXTRUSION CERT. OFAUTH. #29296 I Ser—lWd�) S�je Sheet. Drawing No. Rev: --- A. LYNN MILLER, P.E. Drawn By. Date: Checked BY: Date: @ FD650 112 4 8000-12 F T FL P.E.# 58705 F K 12130104 OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE E `� J F �� J ` ' J H �' �' ` , - - — 533 52 , 26 105 SEE NOTE 81 1 82 E<F >G H i 20 20 6 6 29 NOTE: ASSEMBLY HARDWARE QTY (3), 11" FROM TOP 8, BOTTOM AND ONE AT MIDSPAN 80 DETAIL J 30 INTERIOR 20 46 SLAB AT 5 26 GLASS BED 1 83 27 DETAIL G STILES AT ASTRAGAL DETAIL F FULL JAMB SIDE LITE s gZ:od' 'Ube Fim-ift EXTERIOR c Acceptance lq (AT HINGE JAMB) 6 82 81 SEE NOTE 6 82 81 SEE NOTE p f 4 HV 5 5 4 ,; 1 106 20 �........�_ � 106 20 1 :::...-... 6 80 7 30 7 30 27 20 80 27 t , i. 'i .. 29 83 70 29 83 70 1 DETAIL E DETAIL I: F DETAIL H DETAIL K JAMB, FULL JAMB JAMB, NARROW NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMB SIDE LITE JAMB SIDE LITE. (AT HINGE JAMB) (NOT SHOWN ABOVE)`` 9070 TECHNOLOGY DRIVE N. VENICE, FL 34275 HORIZONTAL SECTION DETAILS . RevsdBy: Date: Revisions: (941) 480-1600 nue. ALUM. FRENCH DOOR & SIDE LITES, NON—IMPACT e JR 04/10/17 F NO CHANGES THIS SHEET. CERT. OFAUTH. #29296 Series/Model Scale: Sheet: Drawing No. Rev: A. LYNN MILLER, P.E. Drawn By: Date: Checked By: Date: F.K. 12/30/04 FD650 112 5 a' 11 8000-12 F FL P.E.# 58705 1 I t #rlTsl?ff ITEM I DWG# DESCRIPTION PGT# 1 8006 FRAME KIT PARTS 68006 1 8006 FRAME- HEAD& HINGE JAMB 68006 2 8003C OUT -SWING SILL 68003A 3 8004C OUT -SW NG SILL COVER 68004C 4 8008 DRIP CAP 68008 5 ---------- HEAD, SILL & JAMB W EATHERSTRIP (SCHLEGAL) U83337T8500 6 8007 SCREW COVER 68007 22 8009 INSTALL PLATE 68009 8 ----------- FRAME ASSEMBLY SCREW 48 X I" PH QUAD 781PQA 9 8032 ASTRAGALENDSEAL 48032 10 8058A OUT -SW NGSILL(LOW RISE) 48058 60 ----------- DOOR PANEL 78X34PSTW 5 ---------- HEAD. SILL & JAMB W EATHERSTRIP (SCHLEGAL) U83337T8500 20 8012 STILE 68012 21 8014 TOP RAIL. (THREADED ROD DESIGN) 68014 22 8013 BOTTOM RAIL, (THREADED ROD DESIGN) 68013 23 1 8017 ITOPSWEEP 68017 24 8016 BOTTOM SWEEP 68016 25 -------- SWEEP SCREWS, 44 X 1/21" PHIL PH ---------- 26 8015 ASTRAGAL. ACTIVE&INACTIVE 68015 27 802113 GEAR HINGE. JAMB SIDE 68021B 28 8020A GEAR HINGE, COVER 68020A 29 1 8018 JGEARHINGE BACK-UP PLATE 68018 30 1 8019A GEAR HINGE, DOOR SIDE 68019A 31 8035 GEARHINGE.BEARING 68035 32 ------ GEA R HINGE. SET -SCREW 46-32 x 14' 8028 33 ---------- GEAR HINGE, MTG. SCREW 412 x3/4" TRUSS HD. 8010 34 -------- GEA RHINGE, MTG. SCREW #12x 1 1'2" TRUSS HD. 35 ---- I THREADED ROD 5116-18 X 36" 6TRODA 36 1 ----------- FLANGEDiIEX ILT5/16-18 7990NUTA 37 8039 TRUSS CLAMP 60378N1 38 8043 S,,S GEARLATCH MECHANISM (ASHLAND) 39 8030 LOCK BLOCK 48030 40 --------- LATCH A SS'Y SCREWS 98 X 2" SS PHM_ TR HD 78X2TPAX 4'1 1 8037 ISiS SHOOT BOLT ROD (SULLIVAN) 42 8045 STANDARD FLUSH BOLTS W/ SS ROD (SULLMAN) 43 8031 SHOOT BOLT GUIDE 48031 44 - ----- SHOOT BOLT GUIDE & STRIKE SCREW 8-32 X 3,18" SS PHILL TR HD 78X38PFTX 45 8038R RIGHT -STRIKE PLATE AT ASTRAGAL (ACTAT HINGED LEFT) W51 1043S] 46 SOME LEFT -STRIKE PLATE AT ASTRAGAL (ACTIVE HINGED RIGHT) 1N75110 -44S1 47 --------- STRIKE PLATE SCREWS 8-32 X 3/8" SS PHILL TR HD 78X38PFTX 48 -- STRIKE PLATE MIDDLE SCREW 6-24 X UT' FH 7612FPTX 49 8036 STRIKE PLATE AT HEAD & SILL 50 ------- FLEA D STRIKE SCREW S SS 8 X 112 PHILL FH 7858ZAX 51 ------ STRIKE PLATE SCREWS ;SILL SS 8 X l/2 PHILL V\DERCUT FH 78X12PFHUX 52 8041 ACTIVETPJN;lSET (ASHLAND) 53 1 8042 PA SSI' E TRIM SET (ASHLAND) 54 8041 STAINLESS STEEL PASSIVE LOCK GEAR(ASHLAND) 55 8014A I TOP RAIL (LAG BOLT DESIGN) 68014A 56 8013A BOTTOM RAIL (LAGBOLT DESIGN) 68013A JR 1 04/10/17 F I REVISED # 2 AND #10. Drawn By: Date: Checked By: Date: F.K. 12/30/04 Fn 6r%fh F1 ii ,i ,1 AM R g l D F, I JTF. ITEM I DWG 1 DESCRIPTION PGT# 1 8006 FRAME- HEAD, SILL & .IAMB 68006 4 8008 DRIP CAP 68008 6 8007 SCREW COVER 68007 7 8009 INSTALL PLATE 68009 8 ---------- FRAME ASSEMBLY SCREW #8 X l" PH QUAD 781PQA 20 8012 STILE 68012 21 8014 TOP RAIL 68014 22 8013 BOTTOM RAIL. 68013 35 ----------- THREADED ROD 5/16-18 X 36" 6TRODA 36 ---------- FLANGED HEX NUT 5/16-18 7990NUTA 37 8039 TRUSS CLAMP 60378M 60 ----------- #8 X 3/4" PH SQ DRIVE TEK SCREW 78X34PSTW 61 8028 SIDE LITE HEAD TRIM 68028 62 8029 SIDELITE JAMB TRIM 68029 FD650 NARROW JAMB SIDE LITE 1 8006 FRAME- HEAD & SILL 68006 4 8008 DRI P CA P 68008 6 8007 SCREW COVER 68007 7 8009 INSTALL PLATE 68009 8 ---------- FRAMEASSENIBLYSCREW #8X I" PH QUAD 781PQA 21 8014 TOP RAIL 68014 22 8013 BOTTOM RAIL 68013 35 ----------- THREADED ROD 5/16-18 X 36" 6TRODA 36 -------- FLANGED HEX NUT 5/16- 18 7990NUTA 37 8039 TRUSS CLAMP 60378M 60 ---------- #8 X 3/4" PH SQ DRIVE TEK SCREW 78X34PSTW 61 8028 SIDE LITE HEAD TRIM 68028 70 8010 lFRANIEJAMB 68010 AQQFiA4RI V KIT 80 8033E I FRENCH DOOR ASSEMBLY BEAM 68033B 81 ---------- #10-24 X2 1/2" PH SCREW 82 ---------- # 10-24 HEX NUT 83 ---------- 412 X 1 112" TR HD TEK SCREW 84 1 8056 SUBSILL(OPTIONAL) 68056 C-1 ACC RFAT►C & Ml JCONF. 90 --- GLAZING SEALANT. DOW CORNING 899,983 OR 995 100 -- --- 3/16" TEMPERED GLASS 101 ---- -- 7/8" I.G. GLASS (3/16"T, 1/2" AIRSPACE, 3/16"T) 102 8025 3/16' BEAD 68025 105 8022 BACK BEA D 68022 106 8026A SL BA CKBEA D 68026A 108 8024A 7/8" IG BEAD 68024A 109 1224 \INYL BULB W STP (THICK) 6TP247 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275 PARTS LIST (941) 480-1600 Title: CERT. OFAUTH. #29296 ALUM. FRENCH DOOR & SIDE LITES, NON -IMPACT Series/Model Scale: Sheet: Drawing Nc. Rev 0 FD650 NA 6 er 11 8000-12 F A. LYNN MILLER, P.E. FL P.E.# 58705 - -1 1.278 1®- .062 1 -®-.050 - 1.000 .062 2.236 1 -� 4.027 -® 1.160 1 .311 _ .583 � 1.353 1.033 J 3.636 - � .050 .040 #8006 6063-T6 1 O FRAME, HEAD, JAMB 2 #8003C 6063-T6 3 #8004C 6063-T5 4 OO O #8008 6063-T6 6 O #8007 6063-T6 OUT-SWING SILL OS SILL COVER DRIP CAP SCREW COVER AND SIDELITE SILL -®1 1.27 I -- T .074 3.018 l .062 -®- 2.000 1 1.376 1.498 583 1.940 -® .050 t I® 3.636 �- 3.990 -1 .050 O7 #8009 6063-T6 #8058A 6063-T6 20 #8012 6063-T6 (�)OUT-SWING 23 #8017 6063-T5 TOP SWEEP INSTALL PLATE LOW SILL STILE I1 .075 1.938 050 O 1.938 .100 1 1.467 -i ` 797 ® 8.250 _ I ��- 4.434 - �-� 2.240 #8013 6063-T6 #8014 6063-T5 21 22 O #8016 6063-T5 24 BOTTOM SWEEP�pK(jgp��p) as complying r0ath the giro- C"" , lees .m r�, L -` BOTTOM RAIL TOP RAIL 1 T 1_ .075 1.938 .100 � .075 1.938 1.467 1 � 1.170 t � 2.544 -- ® 8.250 - I �-�--- 4.434 #8013A 6063-T6 #8014A 6063-T5 55 *BOTTOM #8015 6063-T6 26 RAIL LAG BOLT DESIGN TOP RAIL, LAG BOLT DESIGN ASTRAGAL 075 2.260 .742 1.812 ✓ � .. - I 301C353 - .075 1.000 ►- 100 r. > 28 27 #8021 B 60631 072 i� 1.763 -) I-F- 2.438 �� #8020A 6063-T6 29 #8018 6063-T5 30 #8019A 6063-T6 . - 37 #8039 6063-T6 1 P. J5 t - -T6 GEAR HINGE, JAMB GEAR HINGE, COVER HINGE, BACK-UP GEAR HINGE, DOOR TRUSS CLAMP;;°� Revsd By. Date: Revisions: 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275 EXTRUSION PROFILES (941)40 ALUM. FRENCH DOOR & SIDE LITES, NON-IMPACT #29296 fiF A y� t 5 f j;jpl JR 04/10/17 F REVISED#2AND#10. CERT. OF AUTH. UTH. Series/Model Scale Sheet OrawmgNo. Rev A. LYNN MILLER, P.E. Drawn By: Date: Checked By: Date: F. K. 12/30/04 O FD650 1/2 7 8000-12 F FL P.E.# 58705 i 050 .438 ft— 2.622 61 #8028 6063-T5 SL HEAD TRIM 045 f .442 - y— .965 10 #8022 6063-T5 BACKBEAD STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT. GLASS 3.775 0I 125 050 325 $4 #8056 6063-T4 SUBSILL, OPTIONAL J01.169 .9645 #8026A 6063-T5 106 SL BACKBEAD SILICONE 110 KODISPACE 4SG TPS STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT INT. GLASS EXT. G .062 f 1.000 3.636 f 70 #8010 6063-T6 NARROW SL JAMB 1,135 [- .750 .045 #8025 6063-T5 10 3/16" BEAD HOT -MELT BUTYL 3/16" NOM. INT. GLASS SUPER SPACER®NXTTM Part # Description Material 110 Kommerling 4SG TPS Spacer System See this Sheet for 111 Quanex Super Spacer nXT with Hot Melt Butyl 112 Quanex Duraseai Spacer Materials 113 Cardinal XL Edge Spacer Revsd By: JR REFERENCE TEST REPORTS: F IL -8717, 8968 & 8910 BUTYL & DESICCANT FOAM EXT. GLASS ---\ 1 040 1 .437 957 ®— f #8024A •1• (@ I.G. BEAD ALUMINUM REINFORCEMENT 5/16" NOM. - INT. GLASS DURASEAL® 112 SPACER i1 #80336 6105-T5 80 FD ASSY BEAM I~ 2.313 ---j .050 62 #8029 6063-T5 SL JAMB TRIM POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS DESICCANT FILL AREA ,-- 5/16" NOM. SILICONE SEAL 113 XL EDGETM SPACER INT. GLASS rRO UC°FRENEWED R's compiying With the Ro aiding Code A&epianee M� P� E-;Pirgtiou Date - , f'L ;f A. LYNN MILLER, P.E. FL P.E.# 58705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 Description: EXTRUSION PROFILES (CONT.) (941) 480-1600 rue: CERT. OFAUTH. #29296 OT ALUM. FRENCH DOOR & SIDE LITES, NON -IMPACT Revsd By: JR Date: 04110117 Revisions.: F NO CHANGES THIS SHEET. series Medal FD650 scale: 112 sneer: 8 of 11 Drawing Ne. 8000-12 Rev F Drawn By: F. K. Date: 12/30/04 Checked By: Date: rRO UC°FRENEWED R's compiying With the Ro aiding Code A&epianee M� P� E-;Pirgtiou Date - , f'L ;f A. LYNN MILLER, P.E. FL P.E.# 58705 6" JAMB ANrH(1R.q Hi. my 95 3/4" - (5) I 6"r -16"r 11" 11" 10.571" MAX. O.C. JAMB 18.500" ANCHORS MAX. O.C. HT. QTY. DETAIL A (CONCRETE) (SINGLE PANEL) ANCHOR TYPES: BORC 12" 9„ 9„ —�{ 6" 6" 6" —�{ 6" - 6" 3„ I 3„ —ice-,- -- 3" MIN. HEAD & SILL 11 1" MIN. HEAD &SILL TYP ANCHOR TYP. ANCHOR CLUSTER CLUSTER (TYPICAL) (TYPICAL) SEE NOTE 4 SEE NOTE 5 95 3/4" - (8) 91 3/4" - (8) 83 3/4" - (7) 79 3/4" - (7) 11" DETAIL B (WOOD/ALUM.) (SINGLE PANEL) ANCHOR TYPES: CORA ANCHORAGE SPACING REQUIREMENTS: ,16 rj 11" 91 3/4" - (5) f JAMB 87 3/4" - (5) ANCHORS 18.500" ANCHORS 83 3/4" - (5) HT. QTY. 95 3/4" - (5) 79 3/4" - (5) 11" DETAIL A (CONCRETE) (SINGLE PANEL) ANCHOR TYPES: BORC 12" 9„ 9„ —�{ 6" 6" 6" —�{ 6" - 6" 3„ I 3„ —ice-,- -- 3" MIN. HEAD & SILL 11 1" MIN. HEAD &SILL TYP ANCHOR TYP. ANCHOR CLUSTER CLUSTER (TYPICAL) (TYPICAL) SEE NOTE 4 SEE NOTE 5 95 3/4" - (8) 91 3/4" - (8) 83 3/4" - (7) 79 3/4" - (7) 11" DETAIL B (WOOD/ALUM.) (SINGLE PANEL) ANCHOR TYPES: CORA ANCHORAGE SPACING REQUIREMENTS: ,16 rj 11" APPLICABLITY OF CIRCLED ANCHOR LOCATIONS 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 LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. 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 (DETAIL A) AND 10.571" MAX. O.C. WOOD SUBSTRATE (DETAIL B). 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: 11" MAX. FROM FRAME CORNERS AND 18.500" MAX. O.0 10.571 " MAX. O.C. LT RiFN` ass Complying with elle ` guiding a Ari«�c�e t ' By, �_ « 5. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D, WOOD/ALUM. SUBSTRATE) HEAD AND SILL: 6" MAX. FROM FRAME CORNERS AND JAMB JAMB ANCHORS 18.500" ANCHORS HT. QTY. MAX. O.C. HT. QTY. 95 3/4" - (5) 95 3/4" - (8) 91 3/4" - (5)4 (2) EQ. (3) EQ. 91 3/4" - (8) 87 3/4" - (5) SP. TYP. SP. TYP. 87 3/4" - (8) 83 3/4" - (5) N. VENICE, FL 34275 ANCHORAGE SPACING 83 3/4" - (7) 79 3/4" - (5)11 f 1 I f? q 79 3/4" 11!11111 - (7) 6 Hiiiii CERT. OFALITH. #29296 JR 04/10/17 F REVISED NOTES, CLUSTER QUANTITY Se,iov,Modol scare sneer Drawing No. Rev A. LYNN MILLER, P.E. DETAIL C (CONCRETE) SEE NOTE 5 DETAIL D (WOOD/ALUM.) 2 OR MORE PANELS () REGARDING (2 OR MORE PANELS) ANCHOR TYPES: APPLICABLITYOFCIRCLED ANCHOR TYPES: B OR C ANCHOR CORA SEE NOTE 4 REGARDING LOCATIONS APPLICABLITY OF CIRCLED ANCHOR LOCATIONS 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 LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. 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 (DETAIL A) AND 10.571" MAX. O.C. WOOD SUBSTRATE (DETAIL B). 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: 11" MAX. FROM FRAME CORNERS AND 18.500" MAX. O.0 10.571 " MAX. O.C. LT RiFN` ass Complying with elle ` guiding a Ari«�c�e t ' By, �_ « 5. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D, WOOD/ALUM. SUBSTRATE) HEAD AND SILL: 6" MAX. FROM FRAME CORNERS AND j' AT 3", 6", 9" AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). 5. J CIRCLED ANCHOR OUTSIDE CLUSTER REQUIRED IF PANEL WIDTH IS OVER 27-3/41,, t - - =3 = JAMBS: 11" MAX. FROM FRAME CORNERS AND 10.571" MAX. O.0 1 z,L� 71\ 1070TECHNOLOGY DRIVE Description: T t AYE N. VENICE, FL 34275 ANCHORAGE SPACING f (941) 480-1600 Tile: f 1 I f? q Revsd By: Date: Revisions: ALUM. FRENCH DOOR & SIDE LITES, NON -IMPACT CERT. OFALITH. #29296 JR 04/10/17 F REVISED NOTES, CLUSTER QUANTITY Se,iov,Modol scare sneer Drawing No. Rev A. LYNN MILLER, P.E. Drawn By: Date: Checked By: Date: O FD650 NTS 9 °' 17 8000-12 F FL P.E.# 58705 F. K. 12/30/04 TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,—\ DISTANCE PER SUBSTRATE, SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, OPTIONAL SEE TABLE A, SHEET 1. TABLE A, SHEET 1, OPTIONAL SHEET1. SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. 1/4" MAX. 84 1/4" MAX. 1/4" MAX. 1/4" GROUT,— GROUT GROUT MAX. — SHIM SEE SEE SEE NOTE 3 NOTE 3 NOTE 3 Ll u ---------------- METAL SUBSTRATE ,U 77 7 1W XA/ X Woo -2 D 2X WOOD -2X WOOD r))r)r) C: PER ANCHOR CONCRETE/CMU IF OR 3 BUCKSTRIP OR EMBEDMENT BUCKSTRIP OR -BUCKSTRIP 0 EMBEDMENT ;D EMBEDMENT T REQUIREMENT NG SEE FRAMING, SEE PER ANCHOR FRAMING, SEE FRAMING, _ OT 1 IS S REQUIREMENT NOTE 1, THIS SHEET NOTE 1, THIS SHEET EDGE DISTANCE ----------- 1/8" MIN. EMBEDMENT (METAL THICKNESS) EDGE DISTANCE EDGE DISTANCE EDGE DISTANCE —1 TYPICAL SIDE LITE SILL TYPICAL SIDE LITE SILL TYPICAL SIDE LITE SILL TYPICAL SIDE LITE SILL (DIRECT TO METAL) (DIRECT TO CONCRETE) (DIRECT TO WOOD) (DIRECT TO WOOD) <� EXTERIOR INTERIOR * EMBEDMENT F— (ALL HEAD & SILL SECTIONS) 2X WOOD BUCKSTRIP OR FRAMING, 1X WOODEDGE DISTANCE SEE NOTE 1, THIS SHEET BUCKSTRIP, SEE 1/8" MIN. EMBEDMENT (METAL THICKNESS) EDGE DISTANCE NOTE 1, THIS CONCRETE /CMU SHEET.—\, PER ANCHOR EDGE DISTANCE EDGE DISTANCE --11/4" CONCRETE/CMU REQUIREMENT METAL SUBSTRATE 'PERANCHOR 4 PER ANCHOR 1 MAX. REQUIR MAX 1/4" EMENT EMBEDMENT EMBEDMENT SHIM . . . . . . . . . . . . . SHIM MAX. REQUIREMENT 1 . 1 SHIM 1/4" Cr 5) MAX. 9-2 wi, F1 SHIM &aiding Code Aceepku.%m No 1 -112k67 TYP. ANCHOR TYPE, Ite -t7 TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, Expiradua 1k WTYP. ANCHOR TYPE, F—IJEEMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, CE 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 Ix 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 ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 2. FOR ATTACHMENT TO ALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 6063-T5 AND A MIN. OF 1/8" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO LA PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 2 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. 3, 7 0 5 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. 1070 TECHNOLOGYDRIVE N. VENICE, FL 34275 Description: ANCHORAGE DETAILS S (941) 480-1600 ........ Title ALUM. FRENCH DOOR & SIDE LITES, NON—IMPACT A CERT. OFAUTH. #29296 , t ,,. Sheet D-9 No @ FD -650 Is 10 of 11 8000-12 A. LYNN MILLER, P.E. F?evsdBy Date: Revision,: Drawn By: Checked D a7 JR 04110117 F CLARIFIED DETAILS, ADDED METAL SUBSTRATE � F. K. jDate: 12130104 1 FL P.E.# 58705 TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND OPTIONAL EMBEDMENT AND EDGE EMBEDMENT AND OPTIONAL DISTANCE PER SUBSTRATE, EDGE DISTANCE PER DISTANCE PER SUBSTRATE, EDGE DISTANCE PER H4 SEE TABLE A, SHEET 1. SUBSTRATE, SEE $4 SEE TABLE A, SHEET 1. SUBSTRATE, SEE TABLE A, SHEET 1. TABLE A, SHEET 1, EXTERIOR a EXTERIOR a EXTERIOR 2 � EXTERIOR 2 10 =_� - 2 2 1 /4" MAX. p --�� OR -- 1 /4" MAX. °R � -- 1/4" MAX. 10 � 10 � 1/4.. -, SHIM J _- GROUT, - GROUT, -,GROUT, SEE NOTE 3, - J SEE NOTE 3, J 3, SHEESEE T 1E1 J SHEET 11 ��1 SHEET 11� �_ `. ul �X METAL SUBSTRATE°� " a a X WOOD o WOOD PER ANCHOR REQUIREMENT EMBEDMENT CONCRETE/CMU BUCKSTRIP OR--BUCKSTRIP OR PER ANCHOR EMBEDMENT FRAMING, SEE EMBEDMENT FRAMING, SEE EDGE DISTANCE REQUIREMENT i NOTE 1, SHEET 11. (f _ NOTE 1, SHEET 11. - 1/8" MIN. EMBEDMENT (METAL THICKNESS) TYPICAL DOOR SILL TYPICAL DOOR SILL TYPICAL DOOR SILL OPTIONAL DOOR SILL (DIRECT TO METAL) (DIRECT TO CONCRETE) (DIRECT TO WOOD) (DIRECT TO WOOD) 4 4 `J TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE INTERIOR INTERIOR INTERIOR EMBEDMENT AND EDGE EMBEDMENT AND EDGE 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. �i I-- EMBEDMENT EMBEDMENT EMBEDMENT —EMBEDMENT 1/4" MAX. SHIM EDGE _ EDGE EDGE EDGE `° "' DISTANCE DISTANCE DISTANCE DISTANCE I 2X WOOD G� METALa SUBSTRATE I CONCRETE/CMU .. BUCKSTRIP OR , CONCRETE/CMU 1. FRAMING, SEE PER PER REQUIREMENT ANCHORPER ANCHOR I NOTE 1, SHEET 11. ANCHOR REQUIREMENT REQUIREMENT �— — TYPICALD JAMB 1/4" MAX. SHIM —' I®— 1/4" MAX. SHIM 1X WOOD SIDE LITE ( 1/4" MAX. SHIM �-{ BUCKSTRIP, SEE RET &O WOOD) NOTE 1, SHEET 11. TYPICAL DOOR & SIDE LITE JAMB TYPICAL DOOR & SIDE LITE JAMB TYPICAL DOOR & SIDE LITE JAMB vMODU , DIRECT TO METAL (DIRECT TO CONCRETE) (THRU 1X INTO CONCRETE) �yz�x g�x "/N'A/41- Expiration Da @ 19 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 Description. ANCHORAGE DETAILS ® t < ,n. v F Ytle. ALUM. FRENCH DOOR & SIDE LITES NON—IMPACT (941) 480-1600 . �'L "s CERT OFAUTH.#29296 a r" Series/Model: FD-650 Scale: 7/4 Sheet:Drawing of No. 8000-12 ° A. LYNN MILLER, P.E. Revsd By: Date: Revisions: Drawn By: Date: Checked By: Date: JR 04/10/17 I F CLARIFIED DETAILS, ADDED METAL SUBSTRATE F.K. 12/30/04 FL P.E.# 58705