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HomeMy WebLinkAboutNOA - FRENCH DOOR WITH SIDELILITESMiAMFDADE MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION i T (786) 315 2590 F (786) 315-2599 _NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries, Inc. SCANNED 1070-Technology Drive, BY Nokomis, Fl. 34275 yp�aa�a SCOPE: �� Lucie 6.Mb�ri di®10f1�/ 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 HighV-elocity Hurricane Zone. DESCRIPTION: etrics !-750"'Outswing'A!aminulii French' oo, 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. NOA No. 17-050d.04 M"I•DADE COUNTY / �j� Expiration Date: February 24, 2020 I �q1r7 Approval Date: December 07, 2017 Z Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer`s die drawings and sections. (Submitted under previous NOA No. 09-1028.10) 2. 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 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, L'o' ading 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) 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 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. 05-0419.03) Jorge M. nasencia, 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 SUBMITTED B. TESTS (coNTENUED) 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 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) 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. FT"312, 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 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 Age M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24,1020 Approval Date: December 07, 2017 E-2 PGT Industries, Inc. 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. 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 "Saflex CP - Saflex and Saflex UP 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 511 Edition (2014) and FBC 61b Edition (2017), issued by manufacturer, dated 08/16/17, signed and sealed by A. Lynn Miller, P. E. 2. Statement letter of no fnancial 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 FTL-4921, dated 07/17/06, FTL--4527, dated 02/10/05, FTL-4528, dated 02/14/05, FTL-4315, dated 09/13/04, FTL-4529, dated 02/14/05, FTL-4530, 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. Largaespa.da, P. E. (Submitted under previous NOA No. 05-0419.03) Jorge M. Plaseaeia, 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 SUBNHTTED 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.T., approved on 07/28/16 and expiring on 02/24/20. urge 1VL Plasencia, P. E. Prod Ect 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 DESIGN PRESSURE RATING PAQTRATIwIa SEE TABLE 1 ON SHEET 3 RAM FOR IJUi®E 9 SMALL 1. GLAZING OPTIONS' • _ MIBSIL@IMPAt1TRG0IBTANC$ " A: /17 B" LAMI CONSISTING OF (1) LITE'OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .C90' PVB INTERLAYER B.NIS' LAMI CONSISTING OF (2j LI1'ES OF 3116'"HEAT STRENGTHENED, GLASS WITH AN .090" PV.8 T LIE Ac INTERLAYER C. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16'ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .075" INTERLAYER. D. 7116' LAMI CONSISTING OF (2) LRES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075' INTERLAYEFL E. LW.I.AMjlG. CONSISTING OF (1) LITE OF3116' TEMPERED GLASS OUTSIDE;1/4' AIR SPACE AND (1) 7H8' LAMI:GLASS ASSEMBLY INSIDE (3116'A,.090' P.VB; 3/16" HSj F. 7/8" LAMI 1.0, CONSISTING OF (1) LITE OF3118" TEMPERED GLASS OUTSIDE,1l4' AIR SPACE AND .(I) 711B" LAMI GLASS ASSEMBLY INSIDE (3116" HS,.090' FVB, 311V HS).. G. 718" LAMI I.G. CONSISTING OF(l) LITE OF 3116" TEMPERED GLASS OUTSIDE,1/4` AIR SPACE AND (1) 7110' LAMI GLASS ASSEMBLY INSIDE (3/t8' A,.076' WTERLAYER 3/16' HS). H '7 N I AMI I G' CONSISTING no 1 LITE OF3I16' TEM E IASS OUTSI E Anchor Anchor Typo Frama Sub.A et4 Min. ftb8dmanf Or Group Member- fill go MatAl.'fbiakaess A IBa S Ali aft ne G ) All - BOB3-TB Aium aura S" 1 8" (Gr. 5) 13 11 • co All concrete mm.2. o e,) - ,lamb . Hollow Block (ASTM D O 1.114" UhnCon®. V4' 410 SS Elco A COIronT m . . s " CreteFlex®' Jamb Hollow Bloek BTM C90 1.9I4"' 1.11N' Ait Southern Pine IS0 v 0.55) V. 1.31s, PER DG D ,1/4 AIR SPACE AND 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS (1) 710' LAMI GLASS ASSEMBLY INSIDE (3/16' HS,.075* INTERLAYER; 3/16' HS). ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST a. DESIGN PRESSURES: TABLE 1, SHEET 3. 2) ALL ANCHOR HEAD TYFsrs AREAPPOCABLE. LETTER FOR ALL TABLES IN THIS APPROVAl- . A. NEGATIVE DESIGN LOADS BASEb ON TESTED PRESSURE AND GLASS.TABLES AST1N E1300, 9) MIN. OF 3 THREADS BEYONDMETAL SUBSTRATE. 8, POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. C. DESIGN LOADS ARE BASEDAN ALLOWABLE STRESS DESIGN, ASD. CODES 16TANDARDS USED: •2017FLORIDA BUILDING CODE (FBC), 6TH EDITION 3, CONFIGURATIONS: A. XX, X0, C%, %XX r: X , O�Qa , )O(O _, O)=, OR OXXO WHERE O REPRESENTS EITHERTHE NARROW JAMB OR 02014 FLORIDA BUILDING CODE FEC , 5TH.EDMCN .aSTM:E+300 Oe = ' 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: .ANSUAFSPA NOS,2016 FOR WOOD CONSTRUCTIQN STANDARD OR THE LOW-RISE SILL. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE 6XX, AND o UMTS TO MAKE THE ABOVE •ALUMINUM DESIGN MANUAL, ADMMI6 CONFIGURATIONS. SI Sloo-12 . . " .NUA BC 600.10 4, ANCHORAGE: THE 33113% STRESS INCREASE HAS. NOT BEEN USED IN THE DESIGN OF:THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 10 THRU 12 ' ` PRODUCT:RL IRS913 5. SHUTTERS ARE NOT REQUIRED. .. ac COMPI inp with the Floddo aullOing a9a tiOA-Na, 17.05"04 S. BEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAM -SEALED ON THE INTERIOR AND scTERIOR WITH CONTRACTOR'S SEALANT. mmimUon auto O . 412020 . 7i REFERENCES: TEST REPORTS::FTL4311', FTL4312, FTL-4315, FTL-4527. FTL•4628, FTL-4529, FTL-1530, FTL-4921 AND FTL-5941. Dy. Mlam " a® adiial Dca fa ANSI/AF&PA NDS FOR WOOD CONSTRUCTION. ' ADM ALUMINUM DESIGN MANUAL S, THIS PRODUCT HAS BEEN DESIGNEDII TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH vELOCI7Y HURRICANE ZONE.(HVHZ). GENERAL NOTES ............ 1. CONFIGURATIONS .......... ;1. ' GLAZING: DETAILS,.......... 2 DESIGN PRESSURES...,.: 3 ELEVATIONS..................... 4 VERT. SECTIONS. ... 6 HORM SECTIONS;,....,..., 6 PARTS LIST ...................... 7 LXTRUSIONS.. ,....,.. 9•9 ANCHORAGE ..............:.....10.12 Matsiftl • Min. Fy Met F" Steel Somw . 92 kal : . 120 kal Elco UarmCme : 155 ksl 177 ksi 410 88 FJco CreteFlextD 127.4 ksi 189.7 ksl u num .. .. 18 22 ksi. 1-1 M Y8K74fi3 —1. .. jDli)t6D1t00 :'PVB" = .090' TROSIFOLP PVB BY KURARAY AMERICA. INC. OR, SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL GO.; :VANCEVA BY EASTMAN CHEMICAL CO. wrlw .. I FUIL4 1 • v .12. I 8000.11 '.� 00 * vriL 49Q''ti A. LYNN MILLER; RE. FL REA 58705 7/'I6" NOM.. 7/.18" NOM. . 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 3/18' ANNEALED OR HEAT STRENGTHENED CLASS .090"PVB INTERLAYER. .075" VANCEVA INTERLAYER 3/16: HEAT STRENGTHENED GLASS : 3/16"HEAT STRENGTHENED GLASS 91 OR 92 : 93.OR 94 109 90 109 90 107 107 1.05 ' 5/8' GLASS 105 SM- GLASS B1rE BITE EXTERIOR. INTERIOR EXTERIOR INTERIOR GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK 7/16" LAMI :GLASS W/ PVB:INTERLAYER 7/16":LAMI GLASS W/ VANCEVA INTERLAYER 7ra'.NOM, NOM. -� 311W TEMPERED GLASS 3l16' TEMPERED GLASS AIRSPACE -AIRSPACE 3116''ANNEALED OR HEAT 3118' ANNEALED OR HEAT PRODUCT RR{lISSU. STRENGTHENED GLASS STRENGTHENED GLASS as complving with tho Fladda -.080' PVB.INTERLAYER 075 VANCEVA INTERLAYER. Buttding t odo NQA-No. 17=0504,04 3/1WHEAT STRENGTHENED GLASS — 3/18' HEAT STRENGTHENED GLASS flxplratton e++U9a a Q 109 95 OR 96 109 97 OR 98 eliaml a �ro es eaneral- 108 90 108 90 - .105 WGLASS 1.05 5/8-GLASS BITE: BITE 11. EXTERIOR INTERIOR EXTERIOR INTERIOR `��QMY ` !to`i° GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK ; eta sales 7/8" LAMt I.G. GLASS W PVB INTERLAYER 7/8" LAW I.G. GLASS W/ VANCEVA INTERLAYER e ®: "PVB" ®,090' TROSIFOLO PVB BY KURARAY AMERICA; INC. OR.090' SAFLEMMEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL:CO.; tvr� y , XIMGLAZING DETAILS �'h,'EA(�q►, VANCEVA BY EASTMAN CHEMICAL CO. qu)redd ,� - At t N 11 I t N N` J 7 G NEW PVBMANUFAC7URER.' cw.0 Mtrtt� . ALUM. FRENCH DOOR 8 SIDE MES, IMPACT � rrc o+a� A. LYNN MILLER P.E.9;/13R9d 17. 4/dfl6.. uatimm�iQmam� Fo�so ftl 2 v.12 600011 10 FLP,E,q.6B708 Table 1. Maximum [Design Pressures:(p6o Configuration . Width (in) Allowed Glass Tylpea Height (in) 79.3/4" (6) 83 314"(70) 87 3IN' . 91 3/4" 98 3/4" (80) Fronch `C,G. X 3 (3q A;E' +70.0 . --80.0 4m.0 -80.0. +.70.0 -80.0: +70.0 -S0.0 +70.0 -110.0 C,G. +100.0- 400.0 +100.0 -100.0 +160.0 -100.0- +100.0 -100.0 +100.0 -100,0 Door xx . 713/4" (0 A,E +70.0 -80.'0' +70.0 .. =80.0 +70.0 40.0 '+70.0 -80.0 : +70.0 -80.0. C,G . • +100.0 -100.0 . +1D0.0. 400:0 +100.6 -100.0 +160.0: -100.0 • .+100.0 -100.6 Full Jemb 3611116" A,E .+70,0 -80.0: +70.0 .-80.6 +70.0 =80.0 +76.0: -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: 010010 Sldallte: Nan= 30 11li6" C,G +100,0 -100.0 +100.0 -100.0 +100.0 400.0 4100.0 -100.0 +100.0 -100.0 33 1111 W C,G +100.0• -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97,4 -97.4 Jamb m 38 11116".. A. E. 470.0 -80.0+70.0 ..=80:0 +70.0: '-80.0 +70.0-80.0 +70.0 -80.0 t%E, :+100.0 -100A+99.9 .-99.9 +95.3:.-95.3 +91.4 : -91.4: +87.9 .87.9. +100.0 -100.0: :+100.0 1"-100.0 1 +100:0 :-100.0 +100.01 -100.0 +100.0 -100,0, I ame.l 0: wmas i e ana I est Kepon NUmDer. A - 7H6" MI (3/16"A,.090 PVB, 3/18"HS) . FTL4311, 4312,.4315 B = 7/.16" 1AMI (3/16:HS;.09D PVB, 3/16"HS) UPGRADE FTL-4311, 4312,:4315 C - MW LAMI (3/16"A,.075 VANCEVA; 3/16"HS) FTL•4527, 4528, 4529,.4530 D - 7113" LAMI (3/18"HS,.075 VANCEVA, 3116"HS) UPGRADE FTL-4527, 4528, 4529, 4530 E"7/9" LAMI 1•G._(3/18"T, 1/4"AIR SPACE;,3116"A,.090 PVB, 3/16"HS)• FtL•431_i, 4312, 4315 F - 7/8" IAMI I,G, (3/16"T, 1/4" AIR SPACE, 3/16"HS,.090 PVB, .3/16"HS)• • • - UPGRADE FTL-431.1, 4312, 4315 (0'- 7/8" LAMI Lm (3H6"T, 114" AIR SPACE, 3116"A,.078 VANCEVA, 3/16"HS) FTI-4527; 4528, 4529, 4530 LAMI I.G: 3116"T, 114" AR SPACE, 3/16"HS,.075 VANCEVA, 3/16"HS) UPGRADE FTL-4527,4528,4529,45301 OVER NA.i LENGTH OVERHANG .HEIGHT NOTES: 1. IF USING THE'OPTIONAI- LOW48F SILL (PART 10, SHEETS OF 19). THE OVERHANG LENGTH MUST BE QRFiATER THAN OR EQUAL.TO THE OVERHANG HEIGHT (SEE DIAGRAM). IF NOT, THE MAMMUM POSITIVE (+) DEMON PRESSURE IS LIMITED TO -610 PAIR FOR ALL STYLES AND 01799 OF THR PARR AND ANY ADJOININW RIDELITR8. (W. FTL•6941) 2, FOR COMBINED UNIT8, THE LOW90T DESIGN PRESSURE OF THE 619ELf P AND THE DOOR GOVERNS THE OVERALL ASSEMBLY DESIGN PRESSURE, PRODUCT:REV1560 as aamPl in with tba Plartda 8ulltllag a�i 17-0504,04 P1PA-No. Expiration Dote 02l24f2020 Mlam - a uat ontrol LMNN��ry,� Z. 66706 r� i� 5. tDESIGNPRESSURES TEOMOGYDFM�� S70NALt5�a��` JR t7QJ10N7: G AODEDNO7E2 ALUM. FRENCH DOOR & SIDE L aS IMPACT "� a ae " w a A. • LYNN MIL6ER, P,B FD7W ..a ;TS as,e + 3 .i2 .FB000.11 G .. FL F,E,N 6®706 .!L 1229R14 L% i/80G amrrtsP6` D1 . 7313/16' MAX. WIDTH 110 5B". MAX. WIDTH . 145 3!8' MAX, WIDTH 96GH MAY. / MX / ALL r� OX OR XO OXO OXXO (SHOWING EACH VERSION SIDELITE). 37" 3811l1fi 38 11l18' MAX. WIDTH MAX: WIDTH MAX. WIDTH 26°MAX . 71 3W MAX. WIDTH 25' 333/10' DLO ALL X .. MAX DLO MAX. DLO UNITS. f PROMU CT: RWANPR ae cam0I&p With Me Florida / �. \ NGA-Ne. 47-0504,04 BKPhatlan Rala 0212412@20 7B 1l8" r , sy-. /MlainQanlrelDLO ` . ALL + + r X XX;. O (FULL JAMB) O (NARROW -JAMB) z I. No, s8705 NgIgs 1. CONFIGURATIONS: WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB' VERSION. ^'o i C4 • ' s 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 10 THROUGH 12. p 3. FOR VERTICAL SECTIONS SEE SHEET 5.AND FOR HORIZONTAL SECTIONS SEE SHEET 6-' P ibr07ECPPoiD0Yi7RIVH �� ��,�s'.. �AIDA,. K �nree.� EXAMPLE ELEVATIONS 'ipS/pjyA lsel816W >r. ritrtn `n� mt7 0 NOCNA=97M18SHwr... Maeitiiae ALU1Lf. FRENCH DOOR& SIDELITES IMPACT . 1}} ooriamo�anr a.ratrm wwub aw A. LYNN MILLER; RE, S 1 K. 1Pl8360 f_T, ror ac ® frn30 AIT5 4 a.72 $WO 7i Q Ft. Pas solos f VERTICAL SECTION A NARROW AND FULL JAMB:SIDE LITE:HEAD si VERTICAL SECTION B 'OUTSWING HEAD iRIGINAL VERSION TOP RAIL 1� O '_RNATE VERSION TOP RAIL- MAX DLO — I MAX. HEIGHT ORIGINAL VERSION BOTTOM RAIL 22 56 ALTERNATE VERSION BOTTOM RAIL - �0 R PRO®uwr RS11l011O. MasCaoe oom® lWInf, Wl") She Florida n o99 NOA-Na 97.OA27F�49 MAX fxii1ruUon Rutgp HEIGHT OY :Mlem A ra uaklentrol 23.OR2 o: No. 58705' VERTICAL:SECTION C. VERTICAL SECTION:D NARROW AND FULL k2t-j OtJTSWING SELL JAMB S"I[JE LITE SILL : rmnreeM+voto�ror,� �. '%,c�`�'•:�eOR10?.•''��s�e� N. �r �t00WO75 _VERTICAL SECTIONS - .. �'4 ZONAL��N�`'� cEMCFA awe, ALUM. FRENCH DOOR & SIDELITES IMPACT . eaniemaomn ewW.re aar• os4tw - M A. LYNN MILLER, P,E. _FIC _9?11a47.. L7. Ul.. u '� fD760 1i1 5 d.12800M - 1 O :. FLPZO 8705 DETAIL STILES AT ASTRAGAL 5 82 81 SEE NOTE r 20 106:. 2 0 SEE NOTE n 8l DETAIL J SLAB AT GLASS. BED 1 83 DETAIL F FULL JAMB SIDE LI 382 - ffSEENOTE -(ATHINGE-JAMB) NOTE; ASSEMBLY HARDWARE ®TT(3), 99" FROM TOP & BOTTOM AND ONE AT MIDSPAN PRODUCT RRVI590 . as aamplyla9 with tha Flarl4o BUIIAIa@ Coao 17-0694.04 VXpieatlon Data 4 020 Mloaii` a o� ua1'�ntr' ci"' Sg 83 70 . 1 DETAIL E DETAIL I 29 � 70 pETAIL W . DETAIL K JAMB, FULL JAMB JAMB, NARROW NAFtCf�W JAMB 51DE LITE HINGE JAMB TO HINGE JAMB:: SIDE LITE JAMB SIDE LITE (AT HINGE JAMB) (NOT SHOWN ABOVE) rm VOW= FL 3 HORIZONTAL SECTION DETAILS iw+laaeoo: � r a�ivnwa . CMT. nFAUMd=W ALUM. FRENCH DOOR & SIDE LI7ES, IMPACT f MEyy "c F0750 i/Z 8 e 12 eaoR-i t o. ,g• Na; 6d70A � e �fow�$ A LYNIJMfLLER, P.E. i FL P.91066706 I tH9Ci14if1%O/Ql PMiQ 1 FDO6�. FAA1dE.r1E1DA moos a . SEL 0003A 3 '. 98o4C ODTSV0IN( SuLc0ilEA 4 � 'E01E: DWCAP - 6890E . . S HMM4 &JAMDWBATDFIISCA@ V6i;37IE760 6 I= SCREW oovm 69M 7 E009 Qi6TAI3.PIATE 68009 PRAMRASSEMMYSCRLW A6X 1• PH 78 9 E032 ASTMOAL M WAL- .. 48D32 10 wAk lowwwomquomm � 48093 DOORPANIL 1011 A J 6A7rB064IWP . S7QB - 08]nn= 6M12 E0 70P Q DMADIDROODRSIGt. =14 :FA13 I umm DIDROD 6E00' a3EOl7 • 6 6E017 1018 RMTOM Sww - 6WI6 " 15 BAR V3' PIQLPH 8015 AS7RAOA4 C11V8 ' 68015 '37 ID R S@D ""MIR rmnA t�nxi fxRroe 6wioA %° SDIA DA PIA7B : .6801E 30 E8 M DOORSDIB 68019A DIHT@�it9 69075 - -- ..RfPO Altw3/4'TRI$9fEJ. .. _ M1ml 13.3 ur.rR r DPDPDD811614x3w 6TRODA.. PA_ V 1 __ 79MMA . _M9.' TRVSSCAMP "_ .00nm _•S3_- -Hi13 S7S63TA Tt3101J17NAN1SM A h Ea10 f.Ot=KF60taf.. ' ..45IIi0 7000AX 4 E067 9/SSFtOU7E0LTRDD .43 BTU ANMARD:i1TSii TS W SSRM Ah : ..4 Ml UMDTMLTMMB 48t01 4!' . B Ed2XYA•SSPI�I.IRFED: 7009M 45' "MW MW-S1IVJOIPJA ATA57RAQAL(A FWfM) W5110•Q39I llri• 78 S7RAOALACiNEE�I3ID WSIID-M1 4.: - " S'lJ+nNATrWWW E.32X71P59PRQI.TRH0 77QVM PIATBM®IESCfMW 6,74X VY FH 76ulm 49 EWE UIRMYLAIHATHPADASEL JL - D ..-MMAIXIIZPJMLFA 78582AR SI EflRB MA 11LSSSXL7PEEILINDHICVI'FH 7UD2PFHIDJ C611 A MM MLAND . . ' 53 E0l1 TM Er ASEEANM - . • 54 WW STAMMS9M?ASSIVEI00C(HAR . SS 1 2014A T()PRik&([AGB0LTpnM 6MMA S6 E013A RAIL ODOLT 68013A. le' as 121UOBOL7S 7516LBOLTX' . NVErA[7E FLJ4175 +DIQf8Df600 .ta MIJY D mm o.7 Amra10 . l arr o>=Avrrt 4a9rae �nonnv i�.IL my2Aid. /:J 6soze PRODUCT R®YISEE® _ oa nomplyyingg with tho-FlorlOw 6uIIdInD Codi NOA=No. 1 T•0504.04 EXPlratloo Data O 02D .. ' Ry. Mlam�a Pia uo otl ro ! (' , �. 6E K ' 63o10 ' - qM 6Eo33s .. .. 68056 .. N}Q•IOfl99.983OR995 .. rArut u9orvAxrsas l HS 090 3119 A.SI .. ANN;AT57ANf�VA' i716• FLS l HS 075 VANCBVA 3AB FS 9/19 ANPL09DPVD 3/16`fi97 •($3/16'NS...O70PVR, A76 HS .. .. A 6YN N!b�,°gee `'. ,h, 2 • �Ifl. S07rki S , n .Rcanpt • .,*a0, A. 6rM MILLER,:P.E. FL RE.#60703 CA3/76"HS Ol VANITAA WI6'fi4 6E023A PARTS LIST ALUM. FRENCH DOOR 8, SIDE LM S IMPACT rr r m>� .+ NA — 7 :.12 aaq do 8000-11 G 082 2.230 .050 1.160 4,027. .583 — I 1 p 3,636 —�I . —�1 3,53 033 60 . ... �O440 FR AME, SIDELkTE SILL AMS, HEAD, JAMB O OUT -SWING SILL O: OS SILL COVER T:0DRIP CAP 8 O SCREW COVER 1.278=.07'443,018 1 062 — _T 2.0001,940 ' . 1.376.496 . 683 -1. L I 3.636 i 3.990 O INSTALL PLATE: OUT-SWINGL OW SILL 20 #80 STILE- T6 8 23 TOP SWE P 10' 9.b3t; .i 76 1. .0 50 100: 1— "... 111I ■NP�BRAl)LJC1RAV1394.1,4&7 .797 th tho Florlda Ndmgp ®aw1iT=9604.04 �+ 8,260 I I + 4.434. 2.240 Explratton Onto 0 2A 2 20 : #8013 6063-T6 48014 6063-T5: #8016 6063-T6 . ay . boT.TOM RAIL 21 TOP RAIL 24 BOTTOM SWEEP `"'�'" ° ° a xa apl,erAl .076 075 t®3H 100. 1.838: T 1 1.467 1.170 4.434 - —►{ 2,644 -- - — - .. ``1ttt 11 t111}rl�rr #801'3A 6063-T6 : #8014A 8063-T5 #8015 6063-T6 56 . BOTTOM RAIL, LAG BOLT DESIGN 55 :TOP RAIL, LAG BOLT DESIGN 26 ASTRAGAL �.,���a,�® �Q�'� `�; c . � � •; NO. gSdA7Ll9 ,,�, wMTECIVIOLOOVDIME MCTR ♦i,rr .O A� K vews I1Sh�AI PROFILES Ilwt)fwo rH ttutanr • o R&vl3EMAW#10. ' m cFAunt ALUM: FRENCH DOOR & SIDELITES IMPACT N� 1111 A. LYNN R!L MowL T. 4!dAkS.. � ° 6 rnr5o 1/2 B e 12 - BAOQ=l1 � F6 P.O. 8070® 142 - .075. 2.260 .v -� .075 I.301 II j 07.1.763 . �1 T"— 2.438 2 27 #8021B 606.3-T6 28 #8020A 6063 T6 29 #8018 6063-T5 30 #8019A 6063-T6 GEAR HINGE, JAMB GEAR HINGE, COVER. HINGE, BACK-UP GEAR HINGE, DOOR 082 . 3.775 .1.000 iI + 1.811020 �Si .050 .323636 � -►)I 000. 1. 61 OHEAb TR M O SUBSIILL OPTIONAL 70 #8010 6063=T6: SL37 : #803.9 6063 6 NARROW SLJAMB TRUSS CLAMP QQ5 " 040 442 �iO'4 :.750 :045: 2,313: 437 5 �y .818 r+-. 1 .030 #BACKBEAD ® SL BACKBEAD 7 16":BEAD 5 ' �#80 GABEAD T5 S$ JAMB TRIM b 0.: 10 10 82 . ALUMINUM 61L1CONE -' HOT -MELT SUM REINFORCEMENT POLYISO- DESICCANT FILL AREA 'STRUCTURAL SUTriENE - . STRUCTURAL - SILICONE 3116•NOM.*,N SEAL 6N8'NOM. POLY1806UTYLL'Ne tr4'NOM. .. FOAM DUSILICONE SEAL WITH MTN O@SICCANT DFSICCANT . DESICROLL-FORMED STAa�ESS STEELEXr. GLASS EXT. GLASS 6XT. GLASEXT.GLASS INTGLASS - INT. GLASSSS' - 1NT: GLASS 100 KO©ISP- A- C-E- tat SUPER to:! DURASEALIS O XL EDGE" is TPS SPACE®NXT SPACER' SPACER.. oarto Mmdptlon Material otrLllts}n 9tl iP6 ep�aor system See this Sheaf lbr Metedals 101 Ouenex Super Specer nKYw@h Hot Melt Butyl 102 Quenet [lure®®et Spdoer 103 Cardinal X Edge speoer REFERhNUb TheT R6POHT8: FT4a717, nova a 9970 ALUAL FRENCH DOOR & Fn7m 1& ll 'r 12 :125 1.035 #8033113 0105-T6 FD ASSY BEAM PRODUOT. ROV1593P im @amRlyqlng with the Florida aull g COQo N4arNo. 7T�Q44A,48" - . sucpImQpn pate /2R B By.. Mwm1� a 5s ru uo ,Antral' +i i .. .. .M': ON p !ls Y LYNAF4. % ti tEr + No. Sam � Ptijwl,. A. LYNN MILILER, Pg. FL R.EX 6870D ' 9 IT -- 3°MIN. AHEAD & SILC 1°MIN. MEAD &SILL �. TYP. ANCHOR TYP� ANCHOR CLUSTER CLUSTER 10.571• (TYPICAL). (`PYPICAL 10;679' SEE NOTE 4 SEE NOTES MAX MAX. O.C. 1 O C. JAMB . JAMB. NA 18;500". ANCHORS ANCHORS 16.600• HT: 'CITY. MAX. O.C. HT. OTY: HT. OTY.MAX O.C. HT. CITY, 95 3/4'-(5) 85 3/4'- (8) 95 3/4•: (5) 96 3/4" •.(8), . Bi 3/4� • (6) . 91 314" = (8) 91 3k' - (5) (2) EO. (3) EO. 91314 - (8) 87 3/4 • (5) j 87 3/4' - (S) 87 314' - (5) SP. TYR SP. TYR 87 3/4 - (8)- 83 3/4` • (6) _( 83 314" : (7) _ : ' .83 3/4" - (5) 83 3/4" - (7): 79 3/4' " (8): _ 91" 79 3/4`= (7) s.:19" 79 3/4" (5) 11" 79 314" = (7). DETAIL A (CONCRETE) DETAIL B L.C'(CONCRETE) iSEE DETAIL D NOTE 5 (WOOD/ALUM.). (WOOD/ALUM.).rS�E�-ENOTE (SINGLE PANEL REGARDING (SINGLE PANEL) MORE PANECSj A,PvCABLm (2 OR MORE: PANEI S) ANCHOR'T YPES: ANCHOR TYPES:CHOR TYPES: of CIRCLED ANCHOR TYPES: BURG C OR A .B. OR C ANCHOR C OR A REGARDING LOCATIONS FCIRCLEO ANCHORAGE SPACING REQUIREMENTS: NCHORLOCATIILITY ANCHOR LOCATIONS 1.: DETAILS AAND. 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 M00URE OF DOUBLE XX DOORS, SINGLE X DOORS. NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL PRODUCT I i 15MLALita INSTALLATIONS OFTWO OR MORE PANELS. UNLESS:OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUG14 DARE MAXIMUMS..: m eae!plyln .1th'th6 Pladdg ANiklin@ Rot® 2, ANCHOR TYPES: ANCHORTYPES: SEE TABLE A, SHEET I FOR ANCHOR TYPES,.SUBSTRATESAND LIMITATIONS. cdoa-Ma, 17-06"04 3. SINGLE PANEL CONFIGURATIONS: (DETAILA. CONCRETE SUBSTRATE. DETAILB, WOOD/ALUM.; SUBSTRATE) 11"Plratl�tullmqt :By. HEAD AND SILL....,.&' MAX. FROM FRAME CORNERS.am Doq IAMBS .....:....:......... I I' MAX FROM FRAME CORNERS, 18.5DD" MAX O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571' MAX O.C. WOOD SUBSTRATE (DETAIL 8), 4. MV0 OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE. SUBSTRATE) HEAD AND SILL: 6" MAX FROM FRAME CORNERS IF PANEL WIDTH IS 16' OR GREATER AND AT 3'. 8" AND 9° MAX ON EACH SIDE OF ASSEMBLY -.BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 6). JAMBS:. ii' MAX FROM FRAME CORNERS AND 18.607MAX O.C' 5, TWO OR MORE PANEL CONFiGURATIONS:(DETAIL D. WOOD/ALUM. SUBSTRATE) 6YNIy,y� r4rw HE3AD AND SILL: B" MAX.FROM FRAME CORNERS AND �ONY AT 3, 0", 9' AND 13' MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER'OF 8): �`� S ; 'l vaFNAO N'•, w".�. CIRCLED ANCHOR OUTSIDE CLUSTER REQUIRED IF PANEL WIDTH IS OVER 27 3/4°, - No. 88708 JAMBS: 91' MAX FROM FRAME CORNERS AND 10,671' MAX O.0 = ' . - www •..;�'lOR9AP .'��1 :. i0M rEaHfXaOdvhdmp m4�1>�.. ���: a vax a t3azrs ANCHORAGE SPACING (seflaestwn Ift. . Orr/ OAfAI��t���` CME OFAUM Ebarse ALUM. FRENCH DOOR & SIDE'LITES IMPACT :IV04WQHi G REVle/f07FBfYU37FR0UAN71f1% er.r+e m me u.ro� 1-0 c ltLYNNMILLER RE' rD 114 10 '� 12 8000=11 �. - FI.RE,N6W05 . TYP: ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A; SHEET 1. 1IM MAX. SHIM j METAL SUBSTRATE . PER ANCHOR REQUIREMENT EDGE DISTANCE 1l8' MIN: EMBEDMENT (METAL THICKNESS TYPICAL SIDE LITE SILL . (DIRLCTTO METAL) : TYP. ANCHOR TYPE, . TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. OPTIONAL- SEE TABLE A, SHEET 1. SEE TABLE A; SHEET 1. 1l4' MAX., 84 GROUT,. 1/4' MAX 1/4' MAX. SEE—] GROUT GROUT NOTE 3 . SEE SEE NOTE n .NOTES 1 F7� 11W MIN, EMBEDMENT (METAL THICKNESS) EDGE DISTANCE 114. METALSUBGTRATE MAXER ANCHOR ' SHIM (REQUIREMENT I 1/4' '''=' �' EMBEDMENT' BUCKSTRIP•OR EMBEDMENT.. SUCKSTRIPOR EMBEDMENT PERANCHOR ''R '• FRAMING. SEE FRAMING, SEE tEQU1REMENT OTE1'THISSHEET NOTE THIS SHEET l _® 1 EDGE DISTANCE EDGE DISTANCE- N— EDGE DISTANCE 4p� TYPICAL SIDE LITE SILL TYPICAL SIDE LITE SILL TYPICAL SIDE LITE SILL. (DIRECT. TO CONCRETE) (DIRECT TO.WOOD) (DIRECT TO WOOQ) tT) EXTERIOR INTERIOR EMBEDMENT' (ALL HEAD & SILL SECTIONS} 1— IXWOOD 1 EDGE DISTANCE — ' i-- BUCKSTRIP, SEE EDGE DISTANCE NOTE I, THIS::•CONCRETE/CMU:;;ti_:,;;."• SHFxT ..` PER'ANCHOR r.•`•.: .7X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 1, THIS SHEET EDGE DISTANCE I s— IOHCRETEICMU::i::'.::..' ' S? REQUIREMENT PERANCHOR' ti4it. REQUIREMENT 'R; .14 EMBEDMENT SHIM EMSEDR 5.''..'r.,re.::•" ,.;' �:.`i7: MAX :�!;: •''t ";�•a• _i. SHIM 'TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP: ANCHOR TYPE,:\ TYP. ANCHOR TYPE,. EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE. EMBEOMRNT AND EDGE _A DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. SEETABLE 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 W OD) NOTES: 1, WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1-1/2' THICK. tx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED AS 2x ARE 1412' 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 MATL SHALL BE A MIN. STRENGTH OF 6063-T5 AND A MIN. OF 118' THICK.: THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO N t t 11 f 11i 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 ���`pN`► 6YNN;��"i, WITH FULL ENGAGEMENT -INTO THE ALUM, IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 2 AND ANCHORAGE SPACING FOR WOOD SHOWN a` .• ''uCENp'• ;"""9 :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) �'* ; 'No, W704 MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE PRODUCT REVISED mmTeiNV0UX DRnW as complying with thra Morldn K 1996 MCHORAGE DETAILS 6ullding Code (A�rJwo•7coe �,. - - "i - '°(gRIOA,.•''�' ,w . NDA-No. , 17-0904.04 CERE ormll!Rm� FRENCH DOOR & SIDE LIlES, IMPACT HrpintronD� 2/2�/2080 ff Wr&,,e„%%0c ® FQ-750 1 1/4- 1 1f + 12 8000-11 •rart�rn,anw A. LYNN MILLER A.E. FCLT.a5Mlnm u conro JR. aOW17' 'O. wmFmDDEfAQADDANALSUBS7R4TE FL P.E.066705 TYP, ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, - TYP, ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND OPTIONAL EMBEDMENT AND EDGE.:EMBEDMENTAND APIICINA6 DISTANCE PER.SUSSTRATE, EDGE DISTANCE PER ..DISTANCE PER SUBSTRATE. EO®E DISTANCE PER SEE TABLE A, SHEET 1. SUBSTRATE,:SEE 84 .'SEE TABLE A, SHEET 1. SUBSTPATE,:SEE 04: TABLE A SHEET 1. TABLE A, SHfwE19, EXTERIOR EXTERIOR 2 aEXTERIOR EXTER1013 1!4" 10 1/4° MAX 1/4' MAX ° 1/4' MAX, MAX. . GROUT, SEE:NOTE 3,SEE SHIM SHEET 11 GROUT, GROUT, NOTE SEE NOTESHEET II 3,� S, SHEET i1 T� :•;1'•. r METAL.SUBSTRATE .1 1 x!_' r"� WOOD'(WOOC�• . PER ANCHOR EMBEDMENT CONCRETE/CMU-SUCKS I REQUIREMENT PER ANCHOR, ; EMBEDMENT . FRAMING, SEE EMBEDMENT .-�BUQKBTRIPOR FRAMINQ,IIEE` ' ' f+-----�I- EDGE DISTANCE �:: �QUI��NT' - NOTE._ 1, SHEET 19:: _ NOTE'1EET99. 1/8' MIN, EMBEDMENT (METALTHICKNESS) - - TYPICAL DOOR SILL TYPICAL DOOR SILL TYPICAL DOOR SILL PTIONAL DOO SIL ' (DIRECT.TO METAL) (DIRECT TO CONCRETE) (DIRECT TO WOOD)' (DIR€OT 'O 1N It 4 TYP. ANCHOR TYPE, (�ERIOR TYP.ANCHORTYPE, EMSEDMENTANDEDGE EMBEDMENT AND EDGE I NTRIOR TYP. ANCHOR TYPE, EMBEDMENT AND EDGE INTERIOR TYP. ANCHOR TYPE, EMBEDMENT' AND EDGE DISTANCE PER SUBSTRATE,. DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, " DISTANCE PER 9UBSTR49 E, SEE TABLE A. SHEET 1. SEE TABLE A, SHEET 1; SEETABLE A, SHEET 1, SEE TABLEA, SHEETI, �- EMBEDMENT EMBEDMENT EMBEDMENT 1 EMBEDMENT EDGE EDGE, „. .7_ EDGE {�} "._! ' :. EDGE �_ 1/4' MAX, SHIM DISTfANNC�E DISTANCE DISTANCE :` •; DISTANCE METAL -) ;;.;: _...,.• .., .. ;:•`e. CONCRETE/CMU •w; :: SUBSTRATE' ; i }; •;q:: CONCRETEICMU : -� -`d' = SUCKSTRIPOR -PER PERANCHOR •:.;,•`. PERANCHOR FRAMING, SEE I ANCHOR REQUIREMENT <;,`::;?+; REQUIREMENT �'i '%_ , NOTE 1, SHEET 1.1. REQUIREMENT: :'• : +-+{: I II•<i. 1/4' MAX. SHIM ham- 114' MAX SHIM - v, 1X WDOD TYPICAL DOO & S D E JA R 1/4° MAX. SHIM '-+o•I o - IP, SEEET "O O OD) TYPICAL.DOOR & SIDE LITE JAMB TYPICAL DOOR & SIDE LITE JAMB NOTE 1, TYPICAL DOOR 8 5(DE LITE JAMB - (DIRECT7O METAL): INTO LYMV jo Na 53?05 PRODUCT REV i0µ'�'"^DLO°I� ae aom 1 le with thofWldm o�® IOfpt6o0 ANCHORAGE -n�.. - %� '.h7A71�OP k'NO NOA-No.17.0504'.04 fERT, OFAUM ALUM. FRENCH DOOR & S�IDE UTES, IMPACT RA1►0,N "I'll" Dace cap"wo"a a12 �..�•'���,�5�„ fsp'"�a Expiration 02124l2020 d 12 8000 l7 F7.50 714 rrl i 111111// 'MI a ro u ontro 'JR. ON10•!7' O. CVIWh7EDDETAiG9, ADDED METAL SLWMTE F.K . 1?129Ai4. ' L.T. 4AM A. LYNN MI 5870 P.E. FL P,E,tt 66i06