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HomeMy WebLinkAboutNOA 19-1126.08INOLAMI•�DE ,gel, �� , s. ,tee r. G �e DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION INOTI.CE OF ACCEPTANCE (NOA) ,r PGT Industries Inc MIAMI-DADS COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.goy/economy 3 � -' 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. 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, has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD-750" Outswing Aluminum French Door w/ Sidelites - L.M.L APPROVAL DOCUMENT: 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., 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.. ; a 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 renews NOA No. 17-0504.04 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 1. Chanda, P. E. NOA No. 19-1126.08 Expiration Date: February 24, 2025 Approval Date: January 09, 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 Edmundo J. Largaespada, P. E. (Submitted tinder previous NOA No. 05-0419.03) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 F , 2)•. Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 ,3)• Water -'Resistance Test, per FBC, TAS 202-94 . 4) ` ForcedrEntry 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, FTL-4315, '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-43.11., 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. &(Submitted under previous NOA No. 05-0419.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC 2014, 51 Edition, prepared by manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller, P. E. 2. Glazing complies with ASTM El300-04/ 09 shaq I. Chanda, P. E. Product Control Unit Supervisor NOA No. 19-1126.08 Expiration Date: February 24, 2025 Approval Date: January 09, 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. 14-0423.15 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 Glass Interlayers" dated 06/19/14, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance to FBC-2010 and complying with FBC Vh 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— 27A01 of the"Florida Administrative Code, notifying .original engineer -that- successor engineer.- assurriing: full profcssiQnal and legal`• responsibility'for all`:engineering documents pertaining to,this NOA,`dated 10/07h I', signed and sealed by A. Lynii=Miller, P.. Es 5. Proposal No. 08-1891-issued;byrProduct Control, dtd`01/26/09, signed by�Ishaq-Cliarida, P. E. iris i ..I. b5.=• . • Y.. ..... 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.R(Submitted under previous NOA No. 16-0629.16) Ishaq L Chanda, P. E. Product Control Unit Supervisor NOA No. 19-1126.08 Expiration Date: February 24, 2025 Approval Date: January 09, 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 01 Edition (2017), prepared by manufacturer, dated 11/2-2/17, 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 1Kuraray America, Inc. for their "Trosifol® Ultraclear, 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 5th 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: v OTHERS s:. . Notice of Acceptance No. 16-0b29 16; issued to PGT Industries for their Series ;"FD-750" Outswing Aluminum French Door;w/S delites — 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. lshaq I. Chanda, P. E. Product Control Unit Supervisor NOA No.19-1126.08 Expiration Date: February 24, 2025 Approval Date: January 09, 2020 E-3 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. New Evidence submitted 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 #17-0504.04) 1. None. 2. Glazing complies with ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS Notice.,of Acceptance No.. 19=0305.02' issued, to.:Kuraray America, Inca for,heir "Trosilol© 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 C6mp69te,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. Ishaq I. Chanda, P. E. Product Control Unit Supervisor NOA No. 19-1126.08 Expiration Date: February 24, 2025 Approval Date: January 09, 2020 E-4 SERIES 750 OUTSWING, IMPACT RESISTANT FRENCH DOOR AND SIDE LITE I DESIGN PRESSURE RATING IMPACT RATING " SEE TABLE 1 ON SHEET 3 RATED FOR LARGE & SMALL 1. GLAZING OPTIONS: - - MISSILE IMPACT RESISTANCE 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 TABLE A INTERLAYER C. 7116" LAM] CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT,-,.,, STRENGTHENED GLASS WITH AN .075" INTERLAYER. D. 7116" LAM] 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, 1/4" AIRSPACE AND (1) 7/16" LAM[ GLASS ASSEMBLY INSIDE (3116" A,.090" PVB, 3/16"HS). F. 7/8" LAM[ I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4-AIR SPACE AND (1) 7/16" LAW GLASS ASSEMBLY INSIDE (3116" HS,.090" PVB, 3116' HS). G. 7/8' LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3116"A,.075" INTERLAYER, 3/16" HS). Min. Anchor Anchor Type Frame Substrate Min. Edge Embedment or Group Member Distance Metal Thickness #12 Steel SMS All Southern Pine (S = 0.55) 9l16" 1-318" A (Gr. 5) All 6063-T5 Aluminum 318" 118" 1/4" Elco All e (min. 2.85 ksi)WIM B UltraConl) Jamb PHLolElow lock (ASTM C90)1/4' (min. T35 ksi C 410 SS ElcoAllncrete SSE Jamb Hollav Block (ASTM C90) Cretl All SoFlex uthern Pine (SG = 0.551 H. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4 AIR SPACE AND 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3116" HS,.075" INTERLAYER, 3/16" HS). ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 2. DESIGN PRESSURES: TABLE 1, SHEET 3. 3) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. CODES! STANDARDS USED: C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 02014 FLORIDA BUILDING CODE (FBC), 5TH EDITION 3. CONFIGURATIONS: X, O XX XO, OX, M. XXO, OXX, OXO, XXXX, XXXO, OXXX, OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR oASTM E130M9 TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR' BOTH USING EITHER THE oANSVAF&PA NOS-2015 FOR WOOD CONSTRUCTION FULL JAMB SIDE LITE. ANY X STANDARD OR THE LOW-RISE SILL. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEIv1BLE,,'XX, AND O UNITS TO MAKE THE ABOVE oALUMINUM DESIGN MANUAL, ADM-2015 — CONFIGURATIONS. . . .. oAISI S100.12 oAISC 360-10 4. ANCHORAGE: THE 33 113 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT: FOR ANCHORAGE REQUIREMENTS SEE SHFFTS 1n THRL) 12 5. 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. W 7. REFERENCES: TEST REPORTS: FTL-4311, FTL4312, FTL-4315, FTL-4527, FTL4528, FTL-4529,'FTL-4530, FTL4921 AND FTL-5941. ANSI/AF&PA NDS 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). GENERAL NOTES ............ 1 CONFIGURATIONS ........... 1 GLAZING DETAILS ........... 2 DESIGN PRESSURES...... 3 ELEVATIONS .................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS ........... 6 PARTS LIST ...................... 7 EXTRUSIONS ................... 8-9 ANCHORAGE ....................10-12 UPDATED TO Matenal Min. F, btin. F, Steel Screw 92 ksi 120 ksi Elco UltraConG 155 ksi 177 SS Elco CreleFlexG 127.4 ksi dksi410 189.6063-T5 Aluminum 16 ksi 22 570TECHNOLOGYDRIVE N. VENICE, FL 34275 (941) 480-1600 CERT. OFAUTH. #29296 'PVB' = .090" TROSIFOL® PVB BY KURARAY AMERICA, INC-. OR SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO:;, 'VANCEVA BY EASTMAN CHEMICAL CO. GENERAL NOTES AND DRAWING MAP ALUM. FRENCH DOOR & SIDE LITES, IMPACT " F0750 I FUL 1 - 12 8000-11 G os C-,;,ing trial lbz g6it"d$ i Buidlag Cade Ig-112g•02 ,kmj,t wdo o2t' EspHslinn Date-,� �y fgk�l• L�,.- blimpi tiscte e'nlQr'ts4 ' No.58705 = '7))illllllll\l 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"VANCEVA INTERLAYER 3116" HEAT STRENGTHENED GLASS — 3116" HEAT STRENGTHENED GLASS 91 OR 92 - " 93 OR 94 109 109 90 90 107 R 105 518" GLASS r 105 5/8" GLASS BITE BITE EXTERIOR INTERIOR GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER 718" NOM. I -- EXTERIOR I I INTERIOR GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS W/ VANCEVA INTERLAYER 7/8" NOM, 3/16"TEMPERED GLASS 3/16" TEMPERED GLASS AIR SPACE AIR SPACE 3/16" ANNEALED OR HEAT 3/16" ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS .090" PVB INTERLAYER 075 VANCEVA INTERLAYER 3116" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS 95 OR 9g y 97 OR 98 5/8" GLASS BITE EXTERIOR I I GIINTERIOR DETAIL BLOCKGLAZIN 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER "PVB" = .090" TROSIFOLO PVB BY KURARAY AMERICA, INC. OR .090" SAFLEXIKEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.; VANCEVA BY EASTMAN CHEMICAL CO. 518" GLASS BITE EXTERIOR INTERIOR GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/.VANCEVA INTERLAYER 770 TECHNOLOGYDRIVE —0'M1W1 A VENICE, FL:A275 GLAZING DETAILS (941)4667600 CERT. OFAUTN.#M90 ALUM. FRENCH DOOR & SIDE LITES, IMPACT Ry. FD75c ;m 2 d 12 800071 G t•sst��ucrteex �:���ry w ws6ryiyi� Llawlagc"a.Zc•ofs A�xeN.nna lto i�- 11 F:sRtrxtiun iJslc,_,�C� S ey cL an r''FPTeX, :'ttl�: AL- A LYNN MILLER, P.E. FL P.El58705 Tahle 1 Maximum nesinn Pressures (nsfl Configuration Width (in) Allowed Glass Types Height (in) - - 79 3/4" (68) 83 3/4" (70) 87 3/4" : 91 3/4" 95 3/4" (0) French X 37" (30) 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 Sidelite Narrow 3311116" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0. +100.0 -100.0 +97.4 -97.4 Jamb 36 11116" A, B. E. F +70.0 -80.0 +70.0 -80.0 +70.0 _ -80.0' +70.0 -80.0 +70.0 -80.0 C,G 1 +100.0 -100.0 +99.9 -99.9 +95.3 -95.3 +91.4 -91.4 +87.9 -87.9 D,H 1 +100.0 -100.0 1 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 I aDle i a. Mass I ype ana I esi Ne ort Numoer A - 7/16" LAMI (3/16"A,.090 PVB, 3/16"HS) FTL-4311, 4312, 4315 B - 7/16" LAMI (3/16"HS,.090 PVB, 3/16"HS) UPGRADE FTL-4311, 4312, 4315 C - 7116" LAMI (3/16"A,.075 VANCEVA, 3/16"HS) FTI- 4527, 4528, 4529, 4530 D - 7/16" LAMI (3116"HS,.075 VANCEVA, 3/16"HS) UPGRADE FTL-4527, 4528, 4529, 4530 E - 718" LAM] I.G. (3/16"T, 1/4" AIR SPACE, 3/16"A,.090 PVB, 3/16"HS) FTL-4311, 4312, 4315 F - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"HS,.090 PVB, 3/16"HS) UPGRADE FTL4311, 4312, 4315 G - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"A,.075 VANCEVA, 3/16"HS) FTL-4527, 4528, 4529, 4530 H - 7/8" LAMI I.G. (3/16"T, 114" AIR SPACE, 3/16"HS,.075 VANCEVA, 3/16"HS) - " UPGRADE FTL4527, 4528, 4529, 4530 1 OVERHANG I LENGTH OVERHANG � HEIGHT 00 L NOTES: 1. IF USING THE OPTIONAL LOW-RISE SILL (PART 10, SHEET 8 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 SIOELITES. (REF. FTL-5941) 2. FOR COMBINED UNITS, THE LOWEST DESIGN PRESSURE OF THE SIDELITE AND THE DOOR GOVERNS THE OVERALL ASSEMBLY DESIGN PRESSURE. PRooacrRENGWim ue eo.jayt GMtb 15t fkdft flWd;BLC.df )f-11-2b( o AcMitanee NO Expirniron uyisG- I •L�_._ a1��nsa:�rod�sc�a� �`',//� � Ste•: :;f.E'd.9�•: i _ •�� J- ' �� Nu. 58705 i/�� (1 j (ci - °ef�'"�• )D: 10707ECNNOLOGYDRIVE x taETr1 DESIGN PRESSURES rv947i)4e0-160075 S,v(�`,L Hera o F G� CERT. oFAU.,.20 ALUM. FRENCH DOOR & SIDE LITES, IMPACT 71) 1 {, till" ' ADDED NOTE 2. f an AD s • ""'' °N6 '�^- A. LYNN MILLER, P.E. per: wrrc er f x. fz23roa L. r, aia105 F07so NTS 3 1 12 8000-11 G FL P.EA 58705 73 13/16' MAX. WIDTH --1 95 3/4" MAX. HEIGHT ALL I 110 5/8' MAX. WIDTH i i� , OX OR XO OXO 37" MAX. WIDTH 25" MAX. 71 3/4" MAX. WIDTH DLO ALL X UNITS / r 79 1 /9" MAX DLO ALL 145 3/8' MAX. WIDTH , , OXXO (SHOWING EACH VERSION SIDELITE) -36 11116" MAX. WIDTH 36 11/16" MAX. WIDTH 25• 1 33 3116" -- PROULKTRF. 6WED wo pt&,-Iith d"FWWA g¢pm No 1 t26•e� U - 1wU7,S EaF:TAi400 ui.: . � j a+is>siu�a--i< Esc X XX O (FULL JAMB) NOTES: ' 1. 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. 1070TECHNOLOGYDRIVC N. VENICE• FL 3427B EXAMP (941)469.1ew — II II 1;i4 u::ir)e!: y i Y `:lit e `'i O (NARROW JAMB) ro.sa7o; �`."mac.+._.� •'t�,k``: f IONS; llm,110, r. >M R-= CERT.OFnUTH.anns ALUM. FRENCH DOOR & SIDE LITES, IMPACT JR 0411011 G NO CHANGES THIS SHEET. ".ewe six a..+�nn. ' A. LYN .E.# 5870LER, P.E. FD750 NTS 4 a 12 8000-11 G FL P.E.X 58705 F.K 1 12123/04 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 4 oR 7 U C ORIGINAL VERSION TOP RAIL 21 _ 55 ALTERNATE VERSION TOP RAIL — MAX. DLO INTERIOR MAX. HEIGHT I r ORIGINAL VERSION BOTTOM RAIL ALTERNATE VERSION BOTTOM RA D C D Q D23 OR 24 VERTICAL'SECTION D` OUTSWING SILL D70 TECHNOLOGY DRIVE a` INTERIOR MAX. HEIGHT 2 ,, N. VENICE: FL 34275 VERTICAL SECTIONS 1944)4319.JW0 cu. R""i°"t CERT. OFAUTH. #29295 ALUM. FRENCH DOOR & SIDE LITES, IMPACT ZY10117 G REVISED SILL EXTRUSION 0 c.»+- G PKrioOE) Ddu: =3/04 L.T. 4/8/OS FD750 112 u s a 12 8000-11 rRGbUrY tt£tt£EtlffiM se wmpfriog ni16 e5tPkAft GWdingCodc jo •�ti ti is itt A. LYNN MILLER, P.E. FL P.E.# 58705 mill w... DETAIL G STILES AT ASTRAGAL Ut I AIL r- �� �� �\ FULL JAMB SIDE LITE 16) rl t3L 1 r{ 81 ISEE NOTE 1 O 1 82 81 SEE NOTE (AT HINGE JAMB) AN � �j raonucr esnsw�* EXTERIOR Bald o�L ,1vl°1 i Ac+xPtuuce No Espvxuon nstt t,• l� •l ��- =�r �>aI; 483 70 29 83 70 DETAIL E DETAIL I DETAIL H DETAIL KF JAMB, FULL JAMB JAMB, NARROW * : No 5c7s5 NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMBSIDE LITE JAMB SIDE LITE' l� L (AT HINGE JAMB) (NOT SHOWN ABOVE) =->,�'.• TATr 011 '�'N,TECHNOLOGY 47 51ve HORIZONTAL SECTION DETAILS 19411,80-150 rx: I1'I i111 ttV , • ate: cERr.OFAUT . M21V ALUM. FRENCH DOOR & SIDE LITES, IMPACT JR W10/1) G REVISED 2AND Y.10. —.— — so.r. — A. LYNN MILLER, P.E. �,.*ar. cu: F.X. 1223A74 rnwaa Le m m.T. 40105 nww 1/2 6 >' 12 8000-11 G 11 FL P.E.58705 FD750 DOOR(S) n'Elt DW'OE w-NcRw-n04 Kam FRANIEKICPARTS 1 &10(i FRA6iF-HEAD&HlNfib`IAMB 68006 8(Iflic ()LIT-SW'INGSILL 63M3A 3 8004C oLT-SWWGSILLCT)V•lR 680W 4 8U08 DKIPCAP 68008 5 HF_4D, SILL& JAMB WEATHERSTRIP SCTIIFC01) U83337T8500 6 80U7 SCRENY COVER 65007 7 M INSTALLPLATE 8 — I'R.AMEASSE\1BLYSCREW08X 1"PHQUAD 781PQA 9 A032 ASTRIC•\L END SEAL 481, IU SOSRA O1.7-Sq'ING$ILL IL()WTOS. 4&158 DOOR PARE. 5 -BEAD. SILL & JAMB WE\'IHERSTRIPISCHLEGA U M3337T8500 20 8012 STILE 69012 21 &JI4 'R-)PRAB, DED REAROD DESIr\T 6&114 22 6013 P, .I1L9n,CCHRFADIDRODDFSI(N.)680I3 23 m- ITOPSww 6801, 24 &)16 IBOTTOMS\VF1T 68016 23 ---ISWE-- SCREWS 94 X lit' PHILPH 1 26 6011 IA.�I'KAC•\L.-,CTLVC&i\,AciIvE 68U15 27 8(L7LB B=10 IGTARHINGE I.AMSIDE 6' 28 SO'_6A GFAR HINGF COVL•R 680'''UA 29 OW8 GFARIURGEBACK-I:PPIATE 65018 30 MINA GEARlIINGE.IXKIRSIDE 63019A 31 S035 GE&R IiIN(I� BEARING 68035 32 -.(-,FARHI4GF-SEC-KRE%Y96-2!x1:4' 33 -- GI!,%R I114(Y SITU SCREWY A 12 x3:4' TRUSS 111). 34 _ ._ U AR 111NGF MTC SCREW 5120 lit" TRUSS HD. 35 --TNREA DED ROD S%16.18X 36" 6TRODA 36 -- -$439 FIANCIT)HFXNI,'T5rl6-18 70-In-A r, TRUSSCIAMP I HLliBM 3S $043 S'S CEAR LAITDI MMLANISM(ASHLAND) 39 9WO LOCK BLOCK 4S(:•0 40 L"'tClI ASS'Y SCREWS 88 X 2" SS PHILL'1R III) 78X.1'1?AX 41 8037 SS SHOOT BOLT ROD(SDI3JW N1 42 RW5 $TANDA RD FLASH B()L:tS WTSS ROD(SULIIVAN 43 86.;] SIiWTROLI'cum 48M1 43 -JSIi()fSf IK)I.T GUIDE&SI'RIKES('KF?\t' S.32 XYe" S$ PHIII.TR HI) ?S)Li8PITX 45 WISR RIGHT- STRIKE PLATEATASTRAGAL(ACTIVEHINKM LET) W511043S1 46 8W41L LEFT-S'RIKPMATEATASTRA(IAL(ACCIVEHR.<TDRI/)IR) W511044SI 47 STRIKE PIAIFSCM%-S B-32X 3!8"SS PHILLTR IID TSX3SPITX 48 --+STR:KEPLA1'EMIDDLI:SCRFW&24X 1:2. 17f 7612F[" 49 5036 ISTRIKEPLATEATHi.AD&$lll- 56 =mIA D STRIKESCREWS SS 8 X 1:: PHILL FI1 78587.AX 51 :STRIKE PLYTI;S(:RE'S(ir,5111 SS 8 X 1!2 PHI(l INGER(lTl lli 7S`IPFIRIX 52 SNI ;ACT IVETRIMSENASHLANDi 53 WMf IPAS.SIVETRIMSEIIASHLAND) Si 80i4 (STAINL6.S STrn PASSIVE UXX(k:1R(ASHLAKDj I 351 8014A TOPRAIL(L•\UBOLI DESIQN) 6SWAA 56 6013A 1801TOMPLA11. LAGBOCCDESI(N) M013A 57 --tIn"a21T LAG BOLTS -,ma OUTS FD750 FULL JAMB SIDE LITL ' ITEM] UWG0 DLl'CRI I RW6 1FRAIME-HEAD. SILL&IAMB 4 8WS DRIPCAP U2 1 80'_9 ISIDEUIEJAMB TRIM • ��=� FD7i0NARROW JAMB SIDE LITE - 1 8006 F[tAME-1{EAD&SILL 68006 M 36 37 ---• 809 FL'l'L:tll7Jilx,tlln'YIa1R TRUSSCIAMP --' 1v91muly 60378M /4 .49DUE(NE?LE%i i �cwnpl)aa[:wNh L4eY604St� vgml wa CRdr ;RcttplRacc t4' - -=-cDLro/riw Da4e 60 -=SX3:a"PH SG URI\•'ETF3i S<3LEW ^. SX34PSTw - AWS SIDELITLHEADT'RIM - 68U28 70 8010 FRANIF JAMB - _ ... 68('16 ASSEM BLY KIT - W 8033D FRE4(li DOOlt'ASSL\1BLYBEAJ.1 6803.18 81 - 41R-24X21.'2'PHSCRL•NV ...__I10-^4HFXNlJP FXNL R ---11 1/12XI I1D l'1]C SCRIAY056 ISI ins-u OP710NAL1 01,11,, CLASS. RFADS & SILICONE 94 97 --1798' -- 7!R' LVMI I.(l (3:16" T. 1:4" SPACE 31I6- IIS_.090 PV)3. 1I6- HS) L\D]I IA IY I6' T. 1!4' SPACL 3.46' ANN._075 V'ANCEVA, YIC HS l , - • . . �'t; --' YiGEt7_c '•._%� i : •-'is :. :• No.'-S70C •: f •�' - �5"�+'- J•,f7E Or _1� f; ti A. LYNN MILLER, P.E. FL P.E.# 58705 96 ------ 7i8' LAMI I.a :u16- T. 1:4' SPACE YI[.' RS_G.5 VANCEY:\.3i16' HS 105 8022 BACK BEAD 6= IU6 SO&A SLBACKBF,%D- - 6R026A 107 80'L' A 7116' READ U023A 108 8(124A 78" IG BEAD - 68024A 109 1554 VINYL SULB W.'TP rI HICK) 61F247 1070 TECHNOLOGYDRNE N. VENICE. FL 34278 (S41) 480.1F.00 CERT. OFAUTM029296 a, - PARTS LIST ALUM. FRENCH DOOR & SIDE LITES, IMPACT Ka FD76o NA s.K 7 d 12 o-- 8000 11 G .062 1.0+00 f f 3.636 ^i #8006 6063-T6 O FRAME, HEAD, JAMB AND SIDELITE SILL 3.018 050 J O7 #8009 6063-T6 INSTALL PLATE i .062 2.236 .050 - .583 Il I � . - I----- 3.636 -� { 1.353 O#8003C 6063-T6 2OUT-SWING SILL O #8004C 6063-T5 OS SILL COVER -►� 1.278 .062 1.376 .583 f 3.636 - -{ #8058A 6063-T6 10 OUT -SWING LOW SILL �{ 1.160 I�-- 4.027 311 1.033 .050 pop O #8008 6063-T6 #8007 6063-T6 4 DRIP CAP O SCREW COVER - :: I :OJT2.000 T .498 L + - 3.990 I 20 #8012 6063-T6 STILE - :075 1.938 .100 1.938 l _ 1.467 8.250 4.434 - = 22 #8013 6063-T6 21 #8014'6063-T5' BOTTOM RAIL TOP.RAIL I 1.938 .100 1 8.250 #8013A 6063-T6 56 BOTTOM RAIL, LAG BOLT DESIGN REVISED .075 1.938 1.467 4.434 �{ #8014A 6063-T5 55 TOP RAIL, LAG BOLT DESIGN 23 O #8017 6063-T5 TOP SWEEP r .050 797- 2.240 -- #8016 6063-T5 24 BOTTOM SWEEP 075 1.170 2.544 26 #8015 6063-T6 ASTRAGAL 27D TECHNOLOGY DRIVE "'"` N. VENICEEX , R 34275 TRUSION PROFILES (_<GiJ 460.1600FR -rl,- CERT. OFAUTH. T_9N6 ALUM. FRENCH DOOR & SIDE LITES, IMPACT '-`�"J"�FDlso�1/2�8 � 12�8000-11 yk?OpiiC$'RF,�1' ex amGiY � a£i� 1�S�s�`K� Aeteptaasr Ato lt ,,. Ey,lntim Da3e 3•y Yot fill`•t•• A. LYNN MILLER, P.E. FL P.E.9 58705 142 742 075 I1l 301 I� 075 2.260 —�{ r 353 I-;—.1.763 I-- 2.438 I .072�� 27 #8021 B 6063-T6 28 i;`8020A 6063-T6 29 #8018-6063=T5 30 #8019A 6063-T6 GEAR HINGE, JAMB GEAR HINGE, COVER HINGE; BACK-UP GEAR HINGE, DOOR 0621 L � � 1.812 �u 438 �622---� 050 3.775 —� 11 � 1.000� 1.000 .125 J .050 .325 -- 3.636 �� •100 #8028 6063-T5 #8056 6063-T4 f 61 SL HEAD TRIM O SUBSILL, OPTIONAL 70 #8010 6063-T6 37 #8039 6063-T6 NARROW SL JAMB TRUSS CLAMP r .045 1 1,169 11 t � .040 .442 .965 .7.550 '' ,045 43� 2.313 �{ .965 — .045 �--•y .818 ram— 957 4 — T r I .050 J 6063-T 6063 10 #8022 BACKBEADS 106 #SLOBACKBEAD 10 #8� 16A BEAD 5 108 #80 G BEAD T5 62 SL JAMB TRIM ' r SILICONE —HOT-MELT BUM ' REINFORCEMENT POLYISO- DESICCANT FILL AREA STRUCTURAL • BUTYLENE i- 5116' NOM. • SILICONE 5116° NOM.-7 SEAL STRUCTURAL 3f16' NOM. —SILICONE SEAL WITHJLYIS08UTYLENE— 1/4'NOM, FOAM— BUTYLS WITH DESICCANT ROLL -FORMED DESICCANT i DESICCANT^ STAINLESS STEELS r /�? EXT.GLASS AM \y `��x� EXT. GLASS / I EXT. GLASS—, • I EXT. GLASS--v `INT. GLASS v �� �-INT. GLASS INT. GLASS �tr —INT. GLASS KODISPACE 101� SUPER msi DlJRASEAL@ e XL EDGE'"' ;h 4SG TPS SPACER®NXT'" SPACER "SPACER Part# Description Material 100 Kommeriing 4SG TPS Spacer System 101 Quanex Super Spacer nXi with Hot Melt Butyl See this Sheet for 102 Quanex Duraseal Spacer Materials 103 Cardinal X.. Edge Spacer THIS NV ENICE, F1. 34275 to I muomv rrCL.,rILCJ (4C7Ja60.1600 ry CERT.0FAVrH.929290 ALUM. FRENCH DOOR & SIDE LITES, I, a, �Fo7M 1;2 9 - 12 w8000-11 .125 3.251 1.635 —F #8033B 6105-T5 80 FD ASS'Y BEAM PR00S7C4 RE1Q£ VED T. 1x3 �,••. :' Al 01'VAL A. LYNN MILLER, P.E. FL P.E.# 58705 JAMB ANCHORS 18.500" HT. CITY. MAX. O.C. 95 314" - (5) 91 314" - (5) 87 3/4" - (5) 83 3/4" - (5) 79 314" - (5) 11" 7,[- _7 I 10.571" MAX. O.C. JAMB ANCHORS HT. QTY, 95 3/4- (8) 91 314' 87 314° - (8) 83 3/4" - (7) 79 3/4" - (7) 11 ° 3" MIN. HEAD & SILI TYP, .ANCHOR -CLUSTER (TYPICAL) SEE NOTE JAMB': ANCHORS HT: CITY. 95 3/4' - (5) 91, 314' - (5) 8T 3/4° - (5) 83 314" -'(5) 79 3/4" = (5) f 18.5001, MAX. O.C. 11° 12" 9' i6-If - 6" �6"r� 3' 1" MIN.__I HEAD & SILL TYP• ANCHOR CLUSTER (TYPICAL) SEE NOTE 5 JAMB ANCHORS HT. QTY. 95 3/4" - (8) (2) EQ. (3) EQ. 91 314" - (8) SP. TYP• SP• TY?• 87 314' - (8) 79 314" - (7) 1SEE DETAIL A (CONCRETE) DETAIL B (WOOD/ALUM.) DETAIL C (CONCRETE) NOTE DETAIL D (WOOD/ALUM.) (SINGLE PANEL) (SINGLE PANEL) (2 OR MORE PANELS) REGARDING APPLICABLITY (2 OR MORE PANELS) ANCHOR TYPES: ANCHOR TYPES: ANCHOR TYPES:, OF CIRCLED ANCHOR TYPES: B OR C C OR A B OR C ANCHOR C OR A SEE NOTE 4 REGARDING LOCATIONS 11" f 10.571" MAX. O.C. 1 ANCHORAGE SPACING REQUIREMENTS: ANCHORLOCATPPLICABLITY FCIRCLED ANCHOR LOCATIONS 1, DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 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 K paLCTRENIEWED INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. as glying Alth Rx k7arU"s Bm4im„Czde -1��� Ampttwce lCo j 2. ANCHOR TYPES: ANCHOR TYPES: SEE TABLE A, SHEET 1 FOR ANCHOR TYPES, SUBSTRATES AND LIMITATIONS, fixgira }o a Aat. 2c2i 3. SINGLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE, DETAIL B, WOOD/ALUM. SUBSTRATE) HEAD AND SILL ......6" MAX. FROM FRAME CORNERS, JAMBS.....................I I" 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 5. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D, WOOD/ALUM. SUBSTRATE) / HEAD AND SILL:6' MAX. FROM FRAME CORNERS AND �, .• ..., N3fi' . ' 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 27-314", JAMBS: 11" MAX. FROM FRAME CORNERS AND 10.571" MAX. O.0 J070TECNNOLOGYDRIVE N, VENICE, FL 34275 ANCHORAGE SPACING ALUM. FRENCH DOOR & SIDE LITES, IMPACT a«oru' CERT.OFAUTK#29296 JR 04110117 G REVISEONOTES,CLUSTERQUANTITY. srumx s— s=.� amsn,. A.LYNNMILLER, .P.E. -- 0""'� FD750 1/4 10 a 12 8000-11 G FL P.E# 58705 F.K. 1273iO4 L.T. 48/05 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. 1/4" SHIM II METAL SUBSTRATE PER ANCHOR ; REQUIREMENT EDGE DISTANCE T 1/8" MIN. EMBEDMENT (METAL THICKNESS) TYPICAL SIDE LITE SILL (DIRECT TO METAL) TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. 114' MAX. GROUT,SEE ���''�� NOTE 3� II 118' MIN. EMBEDMENT (METAL THICKNESS) EDGE DISTANCElw - r--^ METAL SUBSTRATE i . PER ANCHOR SHIM I REQUIREMENT a I TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, OPTIONAL 84 SEE TABLE A, SHEET 1. 114" MAX.` J GROUT SEE NOTE„3 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. 1/4' MAX. GROUTSEE -1I III NOTE 3 I I' CONCRETE/CMU •' � " � � WOOD'- ==�-�` . ` i _•' j EMBEDMENT BUCKSTRIP OR i EMBEDMENT PER ANCHOR " •; FRAMING, SEE - REQUIREMENT i; _ ._-L NOTE 1, THIS SHEET' EDGE DISTANCE I'-- . EDGE DISTANCE � l -- TYPICAL SIDE LITE SILL TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) (DIRECT TO WOOD) aEXTERIOR 'INTERIOR (ALL HEAD 8 SILL SECTIONS) 1X 1NOOD' EDGE DISTANCE EDGE DISTANCE -• ( NOTE 1, THIS SHEET. CONCRETEICMU i I PER ANCHOR 1 114" REQUIREMENT .� . ' _ 'EMBEDMENT SHIM POR.% SEE - OPTIONAL EDGE DISTANCE TYPICAL SIDE LITE SILL (DIRECTTO WOOD) EMBEDMENT ......... EMBEDMENT 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 1, THIS SHEET ;ONCRETJCMU ' PER ANCHOR 1 \� EDGE DISTANCE REQUIREMENT : = •- _= �.. j 1/4" -ter MAX. -- - SHIM IL Lm-�ukj MAX. NRUi7UCP fPERL"i3 SHIM ■s mm41Yw1� tC42f _\ �j \ TYP. ANCHOR TYPE\ TYP. ANCHOR TYPE, A'1II^OC N0 TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, "ryt ° Q'1e EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE - EMBEDMENT AND EDGE __., - DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, $1' , DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. D.&F..- 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. lx 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 MAIL SHALL BE A MIN. STRENGTH OF 6063-T5 AND A MIN. OF 1l8" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO 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 �� ��{. L,r..-o ' ON SHEET 10 MAYBE USED. = jl 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. ;Al h` 1070 TECHNOLOGYICEFLORIVE • '. �l l : • f" ` ,, m°Jr�^MS:[LcS9 N. VENICE FL34:75 ANCHORAGE DETAILS �,�: �J,� •., :,rr O . • . \�Lr,; r� ALUM. FRENCH DOOR & SIDE LITES, IMPACT v°lh'11z n� (941)48016f70 / G\�-'•. "Ln};;DA ,••��\ k •vju�.nDatq 2Y .�'L)� ceRr. ovAunL vz9zw -;;j`r':�,t=•i;• sme. r,oc o..,n rn t & ;s;F7xv. 50 1/4 11 d 12 8000-11 e �1m..,t,.1•-"�� ".s:y' A. LYNN MILLER, P.E. a�.xer• JR as !m.•se.s 64f10717 G CLARIFIED DETAfLS, ADDED METAL SUBSTRATE . e=:v;� F.K.r. 1223/Od r L.T. w�: 4/&D5 mtlkc?Caair,A• FL P.E.# 68705 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, ATANER c. DISTANCE PER SUBSTRATE, EDGE DISTANCE PER \\ SEE TABLE A, SHEET 1. \84 SEE TABLE A, SHEET 1. \SUBSTRATE, SEE 84 A. \ TABLE A, SHEET 1. �\ EXTERIOR\ EXTERIOR\ a EXTERIOR aEXTERIOR ; 2 a 2 1 1/4'MAX.1/4'MAX. \\ 10 1GROUT,\oa 10 114" GROUT,GROUT,SHIM \MAX.\ SEE NOTE 3, SEENOTE 3, SEE 3, SHEET 1ESHEET 11�SHEET 111 METAL SUBSTRATE 1 i i +=�`�X WOOD f=� �ti— 2X WOODZ PER ANCHOR j EMBEDMENT[,, -� . CONCRETEICMU 1 ---- BUCKSTRIP OR: _-_._• BUCKSTRIP OR 1 REQUIREMENT PER ANCHOR I - : EMBEDMENT FRAMING, SEE. EMBEDMENT FRAMING, SEE EDGE DISTANCEi--k REQUIREMENT 1 "^NOTE 1, SHEET 11 ' ( --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 TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, INTERIOR INTERIOR INTERIOR EMBEDMENT AND EDGE EMBEDMENT AND EDGE _ 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. EMBEDMENT EMBEDMENT ---; \ I•- EMBEDMENT ��-- �- \ -- — j --� �r EMBEDMENT I_ : .- 1/4' MAX. SHIM ), 1 EDGE EDGE rj.;.. ; ..:.._., EDGE • - if5f DISTANCE DISTANCE I. T.\ ' lit _ DISTANCE �:I.aruni I ` DISTANCE i! l 1 I I- vfi+ll � I 2X WOOD i Jjit1N 11 METAL SUBSTRATE PER I ( I'% CONCRETE/CMU ; PER ANCHOR I j CONCRETE/CMU I• . PER ANCHOR !. _ f ! i ^ i ! 1 , BUCKSTRIP OR FRAMING, SEE NOTE 1, SHEET �' i:! i 1 11!'' �i7 : ! + i I ANCHOR REQUIREMENT 1. REQUIREMENT ;. I': REQUIREMENT 1A" MAX. SHIM --I Fes--' 1/4' MAX. SHIM \ 1X WOOD I-- TYPICAL DOOR & SIDE LITE JAMB 1/4" MAX. SHIM - BUCKSTRIP, SEE (DIRECT TO WOOD) • NOTE 1, SHEET 11. TYPICAL DOOR & SIDE LITE JAMB TYPICAL DOOR & SIDE LITE JAMB TYPICAL DOOR & SIDE LITE JAMB CTREti�ISD � (DIRECT TO METAL ) (DIRECT TO CONCRETE) (THRU 1X INTO CONCRETE ... me tSci?p 1.\`\,O?'? '11,, IV %. •'': • -. .ddlegPCudeaitll A�iencA'a 19-112G G`6 :� \.t:, •✓!/� � @S,. - •c :t'�� ' eapiradaa Dak�Zf ;� No • .- �TnmiDade tvdant:uetM -_ "C ��,�•'. ��+dl..;y ��'•�;� °i""d` 1070 TECHNOLOGYDRIVE N. VENICE, FL 34276 ANCHORAGE DETAILS �J. ;` ��^•••^,L Ja!uq'••••. ALUM. FRENCH DOOR & SIDE LITES, IMPACT \�,\` CERT. OF AUTH. 02-1296 s..•. �>a 4u». s... 6ry,S •r!%lllfii!!1 \ . ® FD-750 1 114 1 12 > 12 8000-99 a..=e r• o,,,: a.a"a: cu"x ar. we: A. LYNN MILLER, P,E. JR 04.�10/17 G CLARIFIED DETAILS. ADDED METAL SUBSTRATE F.K. 12123/04 L.T. G8/OS FL P.E.x 58705