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HomeMy WebLinkAboutNOASCANNED BY MIAM!•DAiDE Est= tU(0, ( (6-9AG� i DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) RECEIVED MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786),315-2590 F (786) 315-2599 PGT Industries, Inc. 1070 Technology Drive, ® 4 NIB Nokomis, Fl. 34275SCOPE•LSE? ucie County, pertnittinp 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 lyliami 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-750" Outswing Aluminum French Door w/ Sidelites - L.M.I. APPROVAL DOCUMENT: 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., 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 LABELING: Each unit shall bear a permanent Iabel 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. 16-0629.16 and consists of this page i 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 Jorge M. Plasencia, P. E. f NOA No. 17-0504.04 Expiration Date: February 24, 2020 r a 017 e1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 091028.10) 2. Drawing No. 800041, 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 I. 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) 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 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. 09-102810) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Enty Test, per FBC 2411.32.1, 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. 05-0419.03) Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNUTTED B. TESTS (CONTINUED) 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 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 OXXX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4527, dated 02/10/05, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2.1, 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 FTL4528, dated 02/14105, FTL4315, dated 09/13/04, both signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 6. 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) 7. 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. FTL4312, 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 5a' Edition (2014) and FBC 6t11 Edition (2017), prepared by manufacturer, dated 11/22/17, signed and sealed by A. Lynn Miller, P. E. 1 Glazing complies with ASTM E1300-04/ 09 rge M. Plasencia, P. E. Product Control Unit Supervisor NOA No.17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department 9f Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray 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 "Saflez CP - Satlex 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 "Saflez HP Clear or Color Glass Interlayers" dated 09/07/17, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance with FBC 51 Edition (2014) and FBC 6« Edition (2017), issued by manufacturer, dated 08/16/17, signed and sealed by A. Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacturer, dated 04/28/17, signed and sealed by A. Lynn Miller, P. E. 3. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. (Submitted under previous NOA No.16-0629.16) 4. Test proposal No.16-0152 dated 03/09/16 approved by RER. 5. Laboratory compliance letter for Test Report No. FTL- 5941, issued by Fenestration Testing Laboratory, Inc., dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA No. 09-1028.10) 6. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 09-1028.10) 7. Laboratory compliance letter for Test Reports No.'s FTL4921, dated 07/17/06, FT"527, dated 02/10/05, FTL-4528, dated 02/14/05, FTL-4315, dated 09/13/04, FTL-4529, dated .02/14/05, FT"530, dated 02/14/05, FTL-4311, dated 09/01/04 and FTL-4312, dated 09/13/04, all issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) G Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No.17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. 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., approved on 07/28/16 and expiring on 02/24/20. ,Jorge M. Plasencia, P. E. Prodfict Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 E-4 SERIES 750 OUTSWING, IMPACT RESISTANT FRENCH DOOR AND SIDE LITE 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 .OW' PVB INTERLAYER C. 7/16" LAMI CONSISTING OF (1) LITE OF 3H6" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .075' INTERLAYER. D. 7116' 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 3116' TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7/16' LAM] GLASS ASSEMBLY INSIDE (3/16-A,.090- PVB, 3/16- HS). F. 7/8' LAMI I.G. CONSISTING OF (1) LrrE OF 3/16' TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7/16" LAM[ GLASS ASSEMBLY INSIDE (W1(1' HS;.090' PVB, 3/16' HS). G. 71W 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' A,.075' INTERLAYER, 3/16" HS)- H. 718' 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 (3/16' HS,.075' INTERLAYER, 3/16' HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 3. 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 El300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. DESIGN PRESSURE RATING IMPACT RATING SEE TABLE 1 ON SHEET 3 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE Anchor Anchor Type Frame Substrate MIn.'Edge Min. Embedment or Group Member Distance Metal Th]ckness A Steel S t Southem Rita = 9111631 3iB" All 6063-TSAluminvm 3/8" VS' (Gr.6) 1/ " Elco All Concrete (min. 2.86 ksj)- V 1-14" B UltraCons Jamb iHollow Block (ASTM C 2' 14,14' 114' 410 SS Etc Alit, Concrete (nun. 3 i) 1 I-W4" C Jam Hollow Block (ASTM COO) I-W ' 144' CreteFlex® Al! I Southern Pine (SG = 0.W 1 1' 1 1-2°8" 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OFTHE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL 2) ALL ANCHOR HEAD TYOES ARE APPLICABLE. 3) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE, 3. CONFIGURATIONS: X, O, XX, XO. O XXX, XXO, _ O� �( X�(O, OXXX, OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LrrE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X 13CORS 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 Xxx 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 10 THRU 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. 7. REFERENCES: TEST REPORTS: FTL-4311, FTL-4312, FTL-4315, FTL-4527, FTL-4528, FTL-4529, FTL-15W, FTL-4921 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 ................. B-9 ANCHORAGE ........ _.......... 10-12 Material Min. Fr Min. F. Steel Screw 92 ks 120 ke] Elco Ult con® 165 ksi 177 ksi 410 SS Elco CreteFlex6 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksl 22 kill C17MCFAUTN.it�10 CODES/ STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), eT1i EDITION 62014 FLORIDA BUILDING CODE (FBC), STH EDITION •ASTM E1300-09 •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL., ADM -MIS •AISI S1M12 •AISC WO-10 'PVB' = .090" TROSIFOL® PVB BY KURARAYAMERICA, INC. OR SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.; VANCEVA BY EASTMAN CHEMICAL CO. ALUM. FRENCH DOOR & SIDE LITES, /II rime•e 7 7o.ro�n FD76D 1 d 12 8000.1f PRODUCT REVISED as complying with the Florida Building Code NDA Na. 17-0504.04 Expiration Dat.0 4/2020 By miaml-vadeyroauct Control LYNN * ; No.68705 �* 0, "'7,,,S�ONALIE A. LYNN MILLER P.E. FL P.E.# 58705 7/16" NOM. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS - .090"PVB INTERLAYER - V16" HEAT STRENGTHENED GLASS 91 OR 92 SW GLASS BITE 7/16" NOM. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS - .075' VANCEVA INTERLAYER - 3/16" HEAT STRENGTHENED GLASS 93 OR 94 618' GLASS BITE EXTERIOR INTERIOR EXTERIOR INTERIOR GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER 7116" LAW GLASS W/ VANCEVA INTERLAYER 7!8" NOM. 7/6" NOM. 3/16' TEMPERED GLASS 3116' TEMPERED GLASS AIR SPACE AIR SPACE 3/16" ANNEALED OR HEAT 3116' ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS .090" PVB INTERLAYER .075 VANCEVA INTERLAYER 3116" HEAT STRENGTHENED GLASS 3116" HEAT STRENGTHENED GLASS 95 OR 96 -F--�TT 97 OR 98 EXTERIOR 5/6" GLASS BITE INTERIOR GLAZING DETAIL '-- SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER "PVB" _ .090" TROSIFOLm PVB BY KURARAY AMERICA, INC. OR .090' r SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.; 1 VANCEVA BY EASTMAN CHEMICAL CO. W GLASS BITE EXTERIOR INTERIOR GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER M vM91 R.3C175 [7L1iL0 M41, teov nti Cmr.CFAMMW ALUM. COMPAWORM mrr�,arr�su1c ® M760 utamrmaemm 2 a2 1218004.11 PRODUCT REVISED as complying with the Florida Building Code .-No. y T-0504.04 E.piratlon Date 02124/2020 By Miam a roddct Control LYN,yM *.: No. 68705�• FS c0 7, ",70NAL �e`�`� /1111111110 A LYNN MILLER, P.E. FL P.E.# 56705 Table 1. Maximum Design Pressures (psfl Configuration Width (in) Allowed Glass Types Height (in) 79 3/4" (68j o 83 3/4" {7 ) 87 3/4" 81 3/4' 35 314" (80) 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 -10D.0 +100.0 -100.0 +100.0 -100.0 Door XX 71 3/4" {6q A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 400.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Full ,Iamb 3611/16" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 0,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 +100.0 400.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Sidelite Narrow 3311/16, C,0 +100.0 400.0 +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 -80.0 C,G +100.0 -100.0 +99.9 -99.9 +95.3 -%.3 +91.4 -91.4 +87.9 _*7.9 D,H +100.0 -100.0 +100.0 -100.0 1 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 A - V16" LAMI (3/16"A,.090 PVB, 3/16"HS) FIL-4311, 4312, 4315 B - 7/16" LAMI (3/16"HS,.0W PVB, 3/16"HS) UPGRADE FTL-4311, 4312, 4315 C - 7/16" LAM] (3/16"A,.075 VANCEVA, 3/16"HS) FTL-4527, 4528, 4529, 4530 D - 7/16" LAMI (3116"HS,.075 VANCEVA, 3/16"HS) UPGRADE FTL-4527, 4528, 4529. 4530 E - 7/8" LAMI I.G. (3/16"T, 114" AIR SPACE, 3/16"A,.090 PVB, 3/16"HS) Fit-4311, 4312, 431 F - 7/B" LAMI I.G. (3/167 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, 3116"HS) FTL-4527, 4528, 4529, 4530 H - 7/8" LAMI I.G. (3116"T, 1/4" AIR SPACE, 3/16"HS,.075 VANCEVA, 3/16'HS) UPGRADE FTL4527, 4528, 4529, 4530 OVERHANG LENGTH OVERHANG HEIGHT Oo o 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 SIDELITES. (REF. FTL-5941) 2. FOR COMBINED UNITS, THE LOWEST DESIGN PRESSURE OF THE SIDELITE AND THE DOOR GOVERNS THE OVERALL ASSEMBLY DESIGN PRESSURE. PRODUCT REVISED as complying with the Florida Bollding Code I. -No. 17.0504.04 Expiration Date 02/24/2020 + ��•�C.IY LYN .... Na 55705 *= i 1 of l�w� 1o>EMOVOLOGYDRVE M v,aas D SE IGN PRESSURES ��s`S70h1AL ENG�?`\ rR ouiwt� o aot>Eallo7F2 C8U.CFAUM422Me ALUM. FRENCH DOOR & SIDELI7ES, IMPACT auoc n earmamo ® --r7 eat s� a.+ow +� A L L R MILLER. P.E. F.K i?113�04 LT. MBiG5 . _ _ °`� '1=D760 NTS 3 d 12 877P0.1f G FL P.E. 58705 73 13116° MAX_ WIDTH —►j i 7 E MAX iEIGHIGHF ALL OX OR XO 37° MAX. WIDTH 25° MAX DLO ALL X UNI S I 1 , /' 791/8' MAX. DLO ALL �+�-- 110 5!8° MAX WIDTH OXO r— 71 3/4" MAX. WIDTH —1 X XX 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. Y0707E;kWOLOOYDAlVE N VEfilCE,-312T8 (D1t —15 0 - -...-.._ _ _ _....---- _-• -- lOxr.O Auns�mo 145 3/8" MAX. WIDTH 1111 Li OXXO (SHOWING EACH VERSION SIDELITE) 3611/16° MAX WIDTH 25' MAX DLO O (FULL JAMB) O (NARROW JAMB) EXAMPLE ELEVATIONS ALUM FRENCH DOOR & SIDE LRES, IMPACT FD75a NTS 4 a 12 8000-97 I G PRODUCT REVISED as eompl ngg wlth the Florida BWlding de NOA-No. 17-0504.04 Expiration Date 02/24/2020 By Miam roduct t:ontrol EN * No.58705 OF ��'siS�ONALNG``� !!!l1111111 A. LYNN MILLER, P.E. FL P.E.# 68705 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 ORIGINAL VERSION TOP RAIL 21 55 ALTERNATE VERSION TOP RAIL - MAX. DLO INTERIOR MAX. HEIGHT ORIGINAL VERSION BOTTOM RAIL 22 56 ALTERNATE VERSION BOTTOM RAIL VERTICAL SECTION D OUTSWING SILL VOTSCMCLOGYMUM AF. vav=. a3an CERr.CFAUM' P ALUM, FRENCH DDOR & SIDE LUES,1 Z.' 17112 5 + 12 j' MO-11 PRODUCT REVISED as complying with the Florida Building Cad. How -No. 17-0504.04 Expirauan Oats a4ia020 By MIamFDa oduct Control * ; No. 5=5 *� 0% 9TIa0 ♦♦ �"'7isYOlVAL1��� ♦ A. LYNN MILLER. P.E. FL P.E.# 58705 OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE - DETAIL G STILES AT ASTRAGAL DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) EXTERIOR KN Y (3J 11" T MIDSPAN PRODUCT REVISED as complying with the Florida Building Code NOA-too. 17-0504.04 Expiration Bate 02/24/2020 By Mlam ade odu Con ro 29 7DETAIL 83 29 83 70�: �c�NSF •.! ' 7p DETAIL E DETAIL I _ *; No.68705 - *= H NARROW JAMB SIDE LITE DETAIL K HINGE JAMB TO HINGE JAMB JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB LITE !?'t SIDE AT HINGE JAMB () NOT SHOWN ABOVE ) '�O�\'S'••.2.ORI .'•G\��� Imo TE#NOLt)DYOISVE m aawa o HORIZONTAL SECTION DETAILS '',iS;�IVAL majap-lew CIRK WAIAN. AMMffe ormvnoNfr7�r.ure ne ALUM. FRENCH DOOR & SIDE L►TES, IMPACT A. LYNN MILLER P.E. ovl yn 1-1 a REvlsm 2 lu mir �.e m.aw -PK f?2M LT. 41m � RMVNe 'F'afeo 1i1 8 d 12 800f1-11 O FLP.E.115— N117511 iicvmm UUMIDWG91 DESCRIPTION rm PRAMUrPARIS 1 6006 -HFAD$MKt I"M 68M 2 RM OUCSWMSRL 68003A 3 SW C OUJSWJNGSIELCOYIR 6mm 4 S008 DRIPCAP Gm- 5 I7833371RSM 6 80D7 SLEW COVER 6800/ 7 8009 DWALLHATE 68009 B ASS[9ffi.YSCREWR&Xl'rA 9 f 603E IASTRAMLENDML 4803E ID I 8D$A OiTr-sw NGSHL 48058 DOORPAXH. 5 ==HHAASEL$JAMA THFR41R]P U8333718500 20 SDI2 9mE 69012 21 SOl4 T1H fD DDRSW 6W14 22 IDU BOTTOM RDn 68013 27 9017 TOPSWEEP 68017 24 8016 13OT10MSWW 69016 25 SWEEP SCItEWS,64X IW NELPH 26 GD15 ASIRAOAL,ACIRE$1NACi1VB 69015 27 9MIB GEAR JAMBS[DR 6SO21B 28 MM GEAR cam 6N20A 29 SD18 GEARHEOGRRACHIMPIATE 68018 30 8G19A DOORSIDR 6M1RA 31 9MS (BAR REARM 68m 32 CEARHINGK96TSCtEW8432.L1C 33 GPARHRMMTG SCREW Y12x314"TRUSSED. 34 GEARRINGKIAM SCREW 012.1 LT TRUSSED. 35 7HRSAnEDRDD5/16•I9X3G' 6TRMA 36 FLAN®HEX=5/16.18 799MUNA 37 WD TRIISSCAMP 603M& 38 9043 S%G&MUATCNMBWAN1SMMRqRM 39 8a30 JDMBLOC G 48030 4o IATMASS'YSCIflW9i8Xa SSM11LTR.M 79XMALX 41 8DI7 SISSEOOPHO ROD 42 SO4J S[ANDARDPLLEHBOL73 W/SS ROD 43 SMI SHOWBOLTGAIIDE 48031 44 SHOGJJROLTWIDR$SrRUMSGREW&UX3WSSPJRILTRHD 7&C38PFI7 45 19M RKHr-MTMPIATHATASIRAGML(ACTIVBEGNM) WS110Q131 46 8038E 1ffi•T•S MPIATBATASMGiAL(ACDVEKMW W51104431 47 SIRUGEPLATBSCEWS9=3W SSPHILLTRHD 7L 8PM 48 STREGEPLATEMDSDJBSCiEW 6.24X Vr FH 7612FMX 49 8C36 SIRIBEPIATEATHEAD$SRL 50 HEADSIR1XESCRFWSSS8X1)2?H1U.FH 76'VAX 51 S1iMMPLA7ESCEWs SSSXL12HMLUHUM=Fff 787LUPPIBDG 52 8041 C71VETMMssr 53 SM PASSI 7313219ST SIHAND 54 SO4f STAIIG M STM.PASSMIOCGMR VMRAM 55 S0l4A TOPRAlL GBOLT 6wmA 56 8013A RAM(IAGWXDHMO 68013A 57 MUFX2 IW1AGBOL75 75161DOLTX FD750 PRODUCT REVISED ae complying with the Florida Building Code RDA -No. 17-0504.04 Expiration Date 02/24/2020 By Mlam -Da�Q proeuet Control 97 7/8' LAW10 G3/16- T.114' SPA 3/16' ANN-075 VANMA, X16' `GI1111 1111 G J JI `��1� •'\yCEN$t ''/4 ��: � Q' �. ,�. `J7• _ ,k . ND. Sens •. * _ = b �i�( '•.FCIMIDP'.%�.�`�� ,S'S/ •......• ECG \� / /1 110N11 it, 1\• A. LYNN MRILLEP.E. FL P.E.# 58705 98 7/S IAMJ L0 16' T l/4' SPACK 3flG'HS,,075 VANCHV 3n6' IM 105 802E BAIXBPAD ®ID2 106 WYA SLBAC33HAD 66026A 107 802JA 7111T HEAD 680m 100 800NA 71r IGHEID 6SM4A 109 1224 VM-LB= W87P CG 6T M7 0AI TEIUAfOLQDYDItlYE K vJwce Raave ts4o46o r6Do CMU.. OFAM O6g Ocpm wows Y£e'� PARo'Or� TS LIST ® nw ALUM. FRENCH DOOR A SIDE UTES, IMPACT o�arre FD�sD u.t NA r e 7 d 12 araw 8d0o-11 Say G .002 1.000I 3.636 #8006 6063 T6 O FRAME, HEAD, JAMB AND SIDELITE SILL 3.0'!8 .050 (7 #8009 6063-T6 INSTALL PLATE -� 1178 .062 2.236 .050� 583 --►I 1.353 T3.636 —� O#8003C 6063-T6 #8004C 6063-T5 'OUT-SWING SILL O OS SILL COVER 1278 062 1.378 .68833 -1_ } ' 3.636 1 10 #8058A 6063-T6 OUT -SWING LOW SILL 4.027 1.033 O'0 T O#8008 6063-T6 DRIP CAP .074 j 2.000 i �8 {� 3.990 --�I 20 #8012 606346 STILE 311 040 (6 #8007 6063-T6 SCREW COVER .� 23 O #8017 6063 T5 TOP SWEEP .076 t 1.938 .100 1.938 7_ ' PRODUCT REVISED I7 as complying with tho FloridaI �R_ =j11.797 Building Code NOA-No. 17-0504.04 BP550 _� I+- — -- 4.434 +) �2'241F-piration Date O 2412020 O#8013 6063-T6 21 #8014 6063-T5 24 #8016 6063-T5 BOTTOM RAIL O TOP RAIL (BOTTOM SWEEP IYllaml- adodaet contra+ T 075 .075 T _T 1.938 .100 1.938 1 �5L I j — : 1 1.467 1.170 1 I_8.250 -I I--'-- 4A34 —�..� �-- 2.544 � ````�µnl++l+p�� #8013A 6063-T6 #8014A 6063-T5 #8015 6063-T6 .'OaN` . YNIV "I BOTTOM 56 BOTTOM RAIL, LAG BOLT DESIGN 55 TOP RAIL, LAG BOLT DESIGN 26 ASTRAGAL * No_ W705 T°m s EXTRUSION PROFILES ruff. aFeUnL923W ALUM. FRENCH DOOR & SIDE LITES, IMPACT JR NOWW71 O REY7SW#2AND#10. nvnm wom+r rmmt arr s..e o."m - A. LYNN MILLER P.E. x � = � Bane"a �TQD FD7S0 1/28 m 12 8000.11 O FL P.E.# 68705 075 � 2260 27 #8021 B 6063-T6 GEAR HINGE, JAMB jL .050 .438 61 #8028 6063-T5 SL HEAD TRIM f11045 ' 4 .442 .965 4 ©0 #8022 6063-T5 BACKBEAD STRUCTUTY, POLYISOBUTYLE WITH DESICC EXT. GLASS .742 07242 .353 T 28 #8020A 6063-T6 GEAR HINGE, COVER �•�--- 3.775 � 1 i 1 125 .050 .325 #8056 6063-T4 O SUBSILL, OPTIONAL .986 T .045 10 #8026A 6063 T5 SL BACKBEAD Ur No STF M. D W. GLASS 142 ' 301 �+— 1.763 -►4 2.438 —►� 29 #8018 6063-T5 30 #8019A 6063-T6 HINGE, BACK-UP GEAR HINGE, DOOR .0621 1.000 70 #8010 6063-T6 NARROW SL JAMB 7i 045 .618 r— #8023A 6063-T5 7/16" BEAD .040 .437 108 #8024A 6063-T5 I.G. BEAD ELT SUM am, NOM. wiv BUM 8 DESICCANTFOAM EXT.GLASS GLASS Iw KODISPACE ta, SUPER 4SG TPS SPACER®P1XT r" Part# Description Material 100 KommedGlg 45131 TPS Spacer System Sea t Sheet for Materials 101 Quanex Super Spacer nXT with Hot Melt Butyl 102 Qualm Dumseal Spacer 103 Cardinal )L Edge Spacer tos DURASEAL® SPACER ,W04 "aTo CaT7.OFALR OMM Leta � i mloo 1.000 37 #8039 6063-T6 TRUSS CLAMP 2.313 T��j 62 #8029 6063-T5 SL JAMB TRIM POLYISO- DE BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT.GLASS GLASS qXL EDGE' SPACER WV NOM. GLASS ALUM. FRENCH DOOR & SIDE L/TES, li ii— es aK usWtra FD7M'! 112 9 .12 8090-11 .125 3.251 1.635 #8033B 6105-T5 80 FD ASS'Y BEAM PRODUCT REVISED as mmplying with the Florida Building Cale NDA-No. 17-0504.04 Expiration DateSIZ124MM By Mlam ad oduct Control `��Tt u u n llrri� LYNA/,� * NIL WM Sk lllilil11 A. LYNN MILLER, P.E. FL P.E.# 58705 I JAMB ANCHORS 18.500" HT. QTY. MAX, O.C. 953/4"-(5) 87 3/4' - (5) 833/4'-(5) 79 3/4" • (5) 11' DETAIL A (CONCRETE) (SINGLE PANEL) ANCHOR TYPES: BORC �o �u 11' 10.571' MAX. JAMB ANCHORS HT. QTY. 95 3/4- -(8) 91 L87 3/4"-(8) 3/4- - (7) DETAIL B (WOOD/ALUM.) (SINGLE PANEL) ANCHOR TYPES: C ORA ANCHORAGE SPACING REQUIREMENTS: B 3' 3° MIN. HEAD & SIL TYP. ANCHOR CLUSTER (TYPICAL) SEE NOTE JAMB ANCHORS HT. OTY, 95 3/4' - (5) 91 3/4- - (5) 87 3/4- - (5) 83 SW -(5) 79 3/4' - (5) /DETAIL C (CONCRETE) (2 OR MORE PANELS) ANCHOR TYPES: B OR C SEE NOTE 4 REGARDING APPLICABLITY OF CIRCLED ANCHOR LOCATIONS tz• 9' 6° 3' HEAD & SILL TYP. ANCHOR CLUSTER (TYPICAL) SEE NOTE 5 JAMB 18.5D0" ANCHORS MAX. O.C. HT. QTY. (2) EQ. (3) EQ. 95 3/4- (8) 91 3!4- - (8) a?. TYP• S, P' TYP. 87 3/4" - () , . � 83 314° - (7) Ij-+----•jl 11° �f."-.-.-�jl 79 3/4' - (7) fSEE NOTE 5 DETAIL D (WOOD/ALUM.) REGARDING(2 J OR MORE PANELS) APPucABL OF CIRCLEEDD ANCHOR TYPES: ANCHOR C OR A 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 MDCTURE 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 DARE MAXIMUMS. 2. ANCHOR TYPES: ANCHOR TYPES. SEE TABLE A, SHEET 1 FOR ANCHOR TYPES, SUBSTRATES AND LIMITATIONS. S. SINGLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B. WOOD/ALUM. SUBSTRATE) HEAD AND SILL ..... 8' MAX. FROM FRAME CORNERS. JAMBS ..................... I1' 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 SILU (P MAX. FROM FRAME CORNERS IF PANEL WIDTH IS 15. OR GREATER AND AT 3, 8" 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 S. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D. WOOD/ALUM. SUBSTRATE) HEAD AND SILL:WMAX FROM FRAME CORNERS AND AT 3-, fi , 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 µ - ANCHORAGE SPACING (rlrr/uo-rwo [�T . CEM OF/OM OEMALUM. FRENCH DOOR & SIDE LITES IMPACT n amum a = ALMMIMM,,m = %4 0 - 12 '-800D•11 O PRODUCT REVISED as complying with the Florida Bu lldi g Code Nu.. 17-0504.04 Expiration Date 02/24/2020 MiamFDadp*mduct Control ���1`,`ttY LYNI�r����o� `� •' �CENS�c' •�i�� * ; NO.SB705 10 ( )�` mow: /L LYNN MILLER. P.E. FL P.E.# 68705 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. 114" MAX - SHIM ({ METAL SUBSTRATE C PERANCHOR REQUIREMENT EDGE DISTANCE 1/9" 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. 1W MAX GROUT, _ NOTE 3 11W MIN. EMBEDMENT (METAL THICKNESS) EDGE DISTANCE TA� METAL SUBSTRATEMom' PERANCHOR REQUIREMENT 1 SHIM 1/4° MAX. SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE OPTIONAL DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. 114° MAX. JW MAX GROUT GROUT SEE SEE NO 3 NOTE 3 17 ANCRETEICMU ;= ;? EMBEDMENT BUCKSTRIPOR % EMBEDMENT PERANCHOR v.4;. FRAMING, SEE REQUIREMENT :;;..;.-:.:''.' NOTE1 THIS SHEET EDGE DISTANCE F+ EDGE DISTANCE - F�- TYPICAL SIDE LITE SILL TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) (DIRECT TO WOOD) aEXTERIOR INTERIOR (ALL HEAD & SILL SECTIONS) 1X WOOD EDGE DISTANCE �- BUCKSTRIP, SEE EDGE DISTANCE NOTE 1, THIS CONCRETEICMU :y SHEET. PER ANCHOR CONCRETE/CMU i' REQUIREMENT :•;.+ : ';; PER ANCHOR 'r- 1/4° :g •..;,<.• w MAX REQUIREMENT EMBEDMENT SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET 1. TYP. ANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. FOR EMBEDMENT SEE '-DGE D15TANCE -+{ r - TYPICAL SIDE LITE SILL (DIRECT TO WOOD) EMBEDMENT 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 1, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 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 1xARE LESS THAN 1-10THICK.1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2xARE 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 STRUCTURAL SHALL L SUPPORT TO TTO ALUM: HE DOOR FRAME SIMILAR TO THAT SHOWN IMAT'L SHALL BE A MIN. STRENGTH OF N THE DETAILMIN. OF S ON THIS SHEICK THE ALUM. ET OR 2x WOOD BUCKS THE ANCHOR SHALLBBE AF A SIZE 12 SMS O LYNN!'''�,,' PROVIDE FULFOR �.�NY ' WITH FULL ENGAGEMENT INTO THE ALUM, IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 2 AND ANCHORAGE SPACING FOR WOOD SHOWN �tCENSF�4 ON SHEET 10 MAY BE USED. `: , 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) _ * NQ 58705 MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. �O ' t(ATE f �� % - "• �OR101`.•' \�� 'ti TONAL tE t.�. A. LYNN MILLER, P.E. FL P.E.# 56705 PRODUCT REVISED as oompWng with the Florlda Building Code NOA-No, 17-OSO4.04 Expiration Daee02/24/2020 gy raro ¢awCxoarDwt� M VEV=FL3WS (ea04iv-Iwo CIRE D A �e A r8mu,�,mRT m'mw ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT ..e.�+� FD-750 ..� 114 11 s 12 tea, 8000-11 e— JR 0 wff O CLARIFIED Ofi W, ADDED METAL SUBSTMW I-- FJG are 1J13/04 LT. ad< 4/8N5 Miami -Dad roduet Control Y TYR ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET 1. EXTERIOR 1w MAX. SHIM T I] if METAL SUBSTRATE [NI PERANCHOR REQUIREMENT EDGE DISTANCE 118- MIN. EMBEDMENT (METAL THICKNESS) TYPICAL DOOR SILL (DIRECT TO METAL) TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE; SEE TABLE A, SHEET 1. C] EXTERIOR 2 I/4' MAX 10 GROUT, SEE NOTE 3.� SHEET 11 t T 4 TYP. ANCHOR TYPE, INTERIOR EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. 1E.E fr— EMBEDMENT EDGE DISTANCE DISTANCE METAL SUBSTRATE PER ANCHOR REQUIREMENT 1/4' MAX. SHIM —►-I h-- TYPICAL DOOR & SIDE LITE JAMB (DIRECT TO METAL) CONCRETE/CMU PERANCHOR REQUIREMENT OPTIONAL -CONCRETEICMU PERANCHOR REQUIREMENT EXTERIOR 1/4' MAX. GROUT, SEE NOTE 3,� SHEET 11 EMBEDMENT TYPICAL DOOR SILL (DIRECT TO CONCRETE) 4 TYRANCHORTYPE, INTERIOR EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. EMBEDMENT EDGE DISTANCE IIL•Iib11,51 TYPICAL DOOR & SIDE LITE JAMB DIRECT ETE) PRODUCT REVISED 'uf°'�`'�"" "'m as complying with the Florida N VEMrA A. Sms Building Code (011)480.160 MOA-No. 17-0504.04 CZRT OFAUM ARZEN Expiration Oate02124/2020 mom; ._ 0001 CONCRETE/CMU PERANCHOR REQUIREMENT TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEOMENTAND c DISTANCE PER SUBSTRATE. EDGE DISTANCE PER SEE TABLE A, SHEET 1. SUBSTRATE, SEE TABLE A, SHEET 1. EXTERIOR 2 2 OR 10 1/4' MAX. .°IO GROUT, SEE NOTE 3,SHEET II WOOD- BUCKSTRIP O BUCKSTRIF FRAMING, SEE EMBEDMENT FRAMING, NOTE 1, SHEET 11. NOTE 1. SHEEI TYPICAL DOOR SILL OPTIONAL DOOR SILL (DIRECT TO WOOD) (DIRECT TO WOOD) TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET 1, L . 1— EMBEDMENT 4 INTERIOR J__— EDGE DISTANCE 2X WOOD BUCK5 MP OR FRAMING, SEE NOTE 1, SHEET 11. TYP- ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. EMBEDMENT �— 1/4' MAX. SHIM TYPICAL DOOR & SIDE LITE JAMB (DIRECT TO WOOD) LYIVIfiljff� N. N�% `.`� �C�O �}cEMS�c •.! No.58705 Q •• 6OE ALUM. FRENCH DOOR & SIDE UTES, IMPACT ... ... FD-750 1/4 T2 d 12 8000L11 ,1fi1lillttt� nm r — urwes hec A. LYNN MILLER, P.E. tXA MED DETAILS, ADDED METAL SUBSTRATE F.K f2/2MM L.T. 4MW FL P.E.# 58705 1/4' MAX SHIM-4 1X WOOD BUCKSTRIP, SEE NOTE L SHEET 11. TYPICAL DOOR & SIDE LITE JAMB 1X INTO CONCRUEY—