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HomeMy WebLinkAboutNOA Series FD-750 Outswing Aluminum French Door w Sidelites LMIMIAMIADE MIANII—DADS COMM, FLORMA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) 1M.miamidade.eov/economy PGT industries, Inc. 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. -The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other.than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade. County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, withrevision "F" dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section f Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATIN La , e and Small_ 91 act Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County,, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done.in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-1117.05 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 Jorge M. Plasencia, P. E. MIartwnoe courmr NOA No 16-06Z9.16 � � NW 2��b Expiration Date: February 2 , 202 Approval Date: July 28, 2016 Page 1 File Copy. I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED 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 "F" dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B: TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile'Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. 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. 09-1028.10) 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 analuminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4921, 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.16-0629.16 Expiration Date: February 24, 2020 Approval Date: July 28, 2016 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED B. TESTS (cowwuED) 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. F TI,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 V17, 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 2010 and FBC 2014, 5tb Edition, prepared by manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller, P. E. (Submitted under previous NOA No. I4-1117.0S) 2. Glazing complies with ASTM E1300-04/ 09 Jorge M. Plasencia, P. E. Product Control Unit Supervisor r NOA No.16-0629.16 Expiration Date: February 24, 2020 Approval Date: July 28, 2016 E-2 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 Butacite PVB Glass Interlayer" dated 02/19/15, expiring on 12/11/16. 2. Notice of Acceptance No. 144423.15 issued to Eastman Chemical Company (MA) for their "Saflez CP - Saflez and Saflez HP Composite Glass Interlayers with PET Core" (formerly Saflex Keepsafe Maximum) 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 "Saflez HP Clear or Color Glass Interlayers" (formerly Vanceva) dated 06/19/14, expiring on 04/14/18. F. STATEMENTS 1. Test proposal No.16-0152 dated 03/09/16 approved by RER. 2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717,-FTL- 8970 and FTL-8968. 3. Statement letter of conformance to FBC 2010 and complying with FBC 51b.Edition (2014), issued by manufacturer, dated 11106114, signed and sealed by A. Lynn Miller, P. E. (Submitted under previous NOA No.14-1117.05) 4. Statement letter of no financial interest, issued by manufacturer, dated 11 /06/14, signed and sealed by A. Lynn Miller, P. E. (Submitted under previous NOA No.14-1117.05) . 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, FTL4527, dated 02/10/05, FTL--4528, dated 02/14/05, FTL4315, dated 09/13/04, FTL4529, 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. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) r orge M. Plasencia, P. E. Pr6duct Control Unit Supervisor NOA No.16-0629.16 Expiration Date: February 24, 2020 Approval Date: July 28, 2016 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., approved on 02/19/15 and expiring on 02/24/20. o ge M. Plasencia, P. E. Product Control Unit Supervisor NOA No.16-0629.16 Expiration Date: February 24, 2020 Approval Date: July 28, 2016 E-4 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 7/16' LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXtKEEPSAFE MAXIMUM. B. 711V LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. C. 7A6' LAMI CONSISTING OF (1) LITE OF 3/16'ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. D. 7116" LAMI CONSISTING OF (2) LI TES OF 3116" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. NOA DRAWING MAP E 7/8' LAMI I.G. CONSISTING OF (1) LITE OF 3116' TEMPERED GLASS OUTSIDE, 1/4" AIRSPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE (3/16" A,.090 PVB, 3/16' HS). TOPIC SHEET F. 7/8' LAMI I.G. CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE,1/4" AIRSPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.090 PVB, 311W HS} GENERAL NOTES............ 1 CONFIGURATIONS........... I G. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE,1/4" AIRSPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE GLAZING DETAILS ........... 2 (3116' A,.075 VANCEVA, 3/16' HIS). DESIGN PRESSURES...._ 3 ELEVATIONS ........... . ...... 4 H. 7/8' LAMI I.G. CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE.1/4" AIR SPACE AND (1) 7/16' LAM] GLASS ASSEMBLY INSIDE VERT. SECTIONS ............. 5 (3/16' HS,.075 VANCEVA, 3115' HS). HORIZ. SECTIONS........... 6 PARTS LIST .................. _.. 7 2. DESIGN PRESSURES: TABLE 1, SHEET 3. EXTRUSIONS .................. 8-0 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02 ANCHORAGE ....................10-1, B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02. 3. CONFIGURATIONS. X O XX, XO OX, 2J XXO OXX� OJ XXX)O( XXXO, OXXX, OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR' BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X XX, AND O UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTORS SEALANT. 7. REFERENCES: TEST REPORTS: FTL-4311, FTL4312, FTL-4315, FTL-4527, FTL-4528, FTL-4529, FTL-4530, FTL-4921 AND FTL-5941. PRODUCT REVISED ANSI1AF&PA NDS-2005 FOR WOOD CONSTRUCTION es compHinn with the Florida ADM-2005 ALUMINUM DESIGN MANUAL Bu,7d]ng Codo NOA-No. 16-0629.16 B. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY Expiration Dato 02/24/2020 HURRICANE ZONE (HVHZ). By Mlaml-0a9d�roduct Control `��Illtlllfl�� STANDARDS USED: `���: •'JcENSF •• 'fly �' 02014 FLORIDA BUILDING CODE (FBC), STH EDITION •ASTM E1300-09 = fi : N0, 58705 *ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2010 _ •AI51S100-07/S2-2010 - ��C S. TE OF 2, da avavre n.F� EDSpACERSTD8 E71 of %^� FiOk10P' C3�� GENERAL NOTES AND DRAWING MAP m wra to>NOKOWA �otovd is fJ\1AI-�C, Po eoxrsep ALUM. FRENCH DOOR & SIDE LITES, IMPACT /// f f/ , t t+o oaaer oast em; Nokty' 'i FLSW4 7�2.ro-r. 'l 'r � A. LYNN MILLER, P.E. AK 1?/L7/M LT. 4/8/05 FD75D fi/ 1 d 12 B000-TT F FL P.E.# 58TO5 7/16, NOM. 7/16" NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090' DUPONT BUTACTE OR SAFLEX/KEEPSAFE .075" VANCEVA INTERLAYER MAXIMUM PVB INTERLAYER 3/16' HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS 91 OR 92 93 OR 94 EXTERIOR INTERIOR GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS W/ PV13 INTERLAYER --I 7/8' NOM. H— 618' EXTERIOR INTERIOR GLAZING DETAIL SETTING BLOCK 7/16" LAM GLASS W/ VANCEVA INTERLAYER --j 718' NOM. I -- 3/16" TEMPERED GLASS 3/16" TEMPERED GLASS AIR SPACE AIR SPACE 311 6"ANNEALED OR HEAT 3/16' ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS 090" DUPONT BUTACITE OR SAFLEXI 075 VANCEVA INTERLAYER KEEPSAFE MAXIMUM PVB INTERLAYER 3116' HEAT STRENGTHENED GLASS 3/16' HEAT STRENGTHENED GLASS 95 OR 96 97 OR 98 109 109 PRODUCT REVISED 108 90 108 90 aug a1W: with the Florian NOA-No. 76-0629.16 Hxptratlon Date 02124/2020 105 5/8" GLASS 105 5/8" GLASS W BITE BITE MinnU30iticiff-Product Conbrol EXTERIOR INTERIOR EXTERIOR INTERIOR .�^ GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PV13 INTERLAYER 7/8" LAM I.G. GLASS W/ VANCEVA INTERLAYER 10WECHNOLOGYDaIVE GLAZING DETAILS NON=k%FL 81275 ..: o� ALUM. FRENCH DOOR & SIDEUTES, IMPACT raBD)n62e sr. m„,,,, aR A. LYNN MILLE P.E. FJL 7Th3/D4 LT. 5 � < ® FD7M FU 2 - 12 8000.11 F FL P.E.# 58705 Table 1. Maximum Design Pressures (psf Configuration Width (in) Allowed Glass Types Height (in) 79 3/4" (6$) 83 3I4"' (70) 87 3/4" 91 3/V g lq*� '0 French X 37" 3 �A E C,G +70.0 +100.0 -80.0 -100.0 +70.0 +100.0 -80.0 -100.0 +70.0 +100.0 -80.0 -100.0 +70.0 +100.0 -80.0 -100.0 +;70� +100.0 - -8U..Q, -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 1 +100.0 1 -100.0 +100.0 -100.0 1 +100.0 -100.0 +100.0 -100.0 1 +160.0 -100.0 • Full Jamb 3611116" 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 A00.0 Sidelite Narrow Jamb 3011/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 A00.0 +100.0 -100.0 3311/18" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0- -100.0 +97.4 -97.4 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 -95.3 +91.4 -91.4 +87.9 -87.9 D,H 1 +100.0 -100.0 1 +100.0 -100.0 1 +100.0 -100.0 1 +100.0 -100.0 +100.0 -100.0 Table 1 a. Ulass Tvpe a Number R((3 . �MTP62%;Rv FTL-4311, 4312, 4315 B - 7116' LAM6"HS,.090 S) UPGRADE FlL-4311, 4312, 4315 C - 7/16" LAMI (3/16"A,.075 VANCEVA, 3/16"HS) FTL-4527, 4528, 4529, 4530 D - 7/16" LAMI (3/16"HS,.075 VANCEVA, 3/16"HS) UPGRADE FTL-4527, 4528, 4529, 4530 E - 7/8" LAMI I.G. (3/16"T, 1W- AIR SPACE, 3/16"A,.090 PVB, 3/16"HS) FTL-4311, 4312, 4315 F - 7/8" LAMI I.G. (3/16"7, 1/4" AIR SPACE, 3/16"HS,.090 PVB, 3/16"HS) UPGRADE FTL-4311, 4312, 4315 G - 7/8" LAMI I.G. (3/16"7, 1/4" AIR SPACE, 3/16"A,.075 VANCEVA, 306"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 FTL-4527, 4528, 4529, 4530 ►0 TECHNOLOQYDRW NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMJ� FL 34274 1z/2304 1. L.T. I 41"S DESIGN OVERHANG I LENGTH OVERHANG W HEIGHT O L11 0 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) SIDE LITES, IMPACT NTS l a d 12 1 8000-91 1 F PRODUCT REVISED as complyln with the Florida Building Code NOA-No. 16-0629.16 Expiration Date 02/24/2020 By--- Miami-Product Control A. LYNN MILLER, P.E. FL P.E.# 58705 I7313/16' MAX WIDTH---'{ 95 3/4' MAX HEIGHT ALL OX OR XO 3T MAX WIDTH 25° MAX DLO ALL X UNITS i 791/8' MAX DLO ALL i 1105/6"MAX WIDTH OXO r-713/4' MAX. WIDTH --I 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 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 6 AND FOR HORIZONTAL SECTIONS SEE SHEET6. raaw: a,a raga r 10707ECNNOLOGYMM Maxims,, f7.Wm x lag NOXOW9�, FL MM p FX IZ2M L.T. 140 3/6" IVIA& nrlU III OXXO (SHOWING EACH VERSION ' 38 11/16' rMAX WIDTH O (FULL JAMB) O (NARROW JAMB) LLUM. FRENCH DOOR B SIDE L/TES, B NTS 4 d 12 ��=0.11 PRODUCT REVISED as compNing with tho Florid F{utldlnp e Noa-No. 18-0829.16 Expiration Dab 0224/2020 BY- NIam4 �rft Product Control A. LYNN MILLER, P.E. FL P.E.# 58705 OXXO (SHOWING EACH VERSION ' 38 11/16' rMAX WIDTH O (FULL JAMB) O (NARROW JAMB) LLUM. FRENCH DOOR B SIDE L/TES, B NTS 4 d 12 ��=0.11 PRODUCT REVISED as compNing with tho Florid F{utldlnp e Noa-No. 18-0829.16 Expiration Dab 0224/2020 BY- NIam4 �rft Product Control A. LYNN MILLER, P.E. FL P.E.# 58705 � � 1 VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD MAX. EXTERIOR VERTICAL SECTION C NARROW AND FULL INTERIOR VERTICAL SECTION B OUTSWING HEAD 4OR7 ORIGINAL VERSION TOP RAIL 21 55 ALTERNATE VERSION TOP RAIL - 19 RIGINAL VERSION BOTTOM RAIL 22 5S ALTERNATE VERSION BOTTOM RAIL VERTICAL SECTION D OUTSWING SILL v7EC 40u w,cwvE I VERTICAL SECTIONS PAB=129 ALUM. FRENCH DOOR$ SIDE LITESIMPACT npimAt%FL3W4 0° = 112 5 d 12 "8000.11 F PRODUCT REVISED I ascomp wIth the Florida Bullding o NOA-No. 16-0629.16 MwIration Date0212412020 Vc A. LYNN MILLER, P.E. FL P.E.# 58705 OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE a DETAIL G STILES AT ASTRAGAL u DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) DETAIL K HINGE JAMB TO HINGE JAMB P.R BOX t62Y AKAlOA9& R MIDI UC I AIL. r FULL JAMB SIDE LITE (AT HINGE JAMB) 4 r 1RE QTY (3), 11- ONE AT MIDSPAN �I PRODUCT REVISED m eomplyl with the Florida Funding Cao Now -No. 16-0629.16 Expiration unto O mlaml-uadF'hoduct Control I DETAIL E 'DETAIL I JAMB, FULL JAMB JAMB, NARROW - SIDE LITE JAMB SIDE LITE R_ ' HORIZONTAL SECTION DETAILS l ALUM. FRENCH DOOR & SIDE VMS, IMPACT '.oemc o f om�rr. se A.'6Y 'MILLE:R, P.E. FD7b0 112 8 + 12 8000-11 F FL P.E.# 58705 � � 1 FD750 D FD750 PULL JAMB SIDE WE KM DWGN DFSCRIFMN p6m 1 8006 FRAME- SIL@3AMB 68006 4 800E DRIPCAP 61D08 , PRODUCT REVISED ae eompI --ng with tho Florida ButidinH Cod© NOA-No. 16-0629.16 Explratlm Date 02UN2020 N fodYC CO t /. �' :.'?�=,-, .. �, •lyy •ir - .'��•. i - ..: •>. :;:;;•L;r _ - Q•� �.�� - LLLL - .:'':.;;'�:`,;:`::�� _ :•:::�'�. IMPACT I it LYP(N iv11, ER, P.E. F FLP.E-#58705 nlMIDWGUI DFSCRWI7ON P071R FRAMErrPARTS 7 MW FRAME-WAD&MMEJAMB 68(D6 2 MA OVf-SWIlY65BL 6MA 6 BOU/ S@GW COVER 6m 3 9004C OUCSWWOSELCIDVER 68004C 7 6 S009 D1S4•I•AILPLATE FRAMEASSEIMLYSCREW48X3'MH UAD 68009 4 800E DRIP CAP 6800E 5 HEM =&7AMBWFATBMtSIRD U8i33718500 20 21 8012 SM4 ff=- ITOP RAIL 68012 69D14 6 8007 SCREW COVER 68W 7 S009 INSTALLPIATE 68009 22 am HDITOMRAIL 68D13 S LRAMEASSEWMYSCREWM8X1'PH UAD 7&IPQA 35 36 37 60 61 3039 802E SM TfiRPADEDROD5a6-ISX36' PLANG8QMXNU 9l6-18 TRUSS CLAMP M8X Ye PR SQDMVETErSOW SmEEII7EHPADIRBH SIMEA EIAMBIRIM _ 6TRODA 7990DIUTA fisim 78X34PSTW 68D28 68029 9 ltdi2 AS7RACMILIICD SBAI. 4RBZ 10 I 805E lour-mmosaLamM 4=8 DOORPANO. 5 BEAD SRL&JAMBWRATBFRSIRIP U83337I8500 20 9012 SIDS 68012 21 8014 TOPRA14(nMEADEDRODDEMM 6W14 22 9013 BOTTUMEA&MMADEDRODDESW 69013 FD750 I NARROW SORE JAMB SIDE FITE - FRAME -READ ✓Z:SEL 60006 23 9011 TOPSWEFP 68017 24 8016 WTTOMSWM 69016 4 800E DRW CAP 6000E 25 SWEEP SCREWS1,04XIIr FHR.FH 6 7 8007 8009 SCREWCOVER INSTAILPLATE 6800/ 66009 26 SM5 ASTRACA ACCIVE& CDVE 68015 27 BORE MWMMJAMBSIDE 68011E 8 MAMBASSFMBLYSCREW SSXI' PH UAD 731PQA 28 9020A GMRMNMC0VER 68020A 21 8014 TOPRAIL 68014 29 SUB M&RHNORRACKAM PLATE 69018 22 B013 IROTTOMRATL M013 30 8019A GEOLMMMDOORSIDE 69019A 35 36 THREADFDRWSII&ISX3t? (WHEKNUTNI&I8 6TRODA 799MfUTA 31 SM5 MkRMNMRRAM0 68035 32 CfAR SEC -SCREW M632x IN 37 60 SW == TRUSS CLAMP #8X3/4'PH SQ DRIVE TFICSCREW 60378M 7AC34PS1W 33 -GsARHDMMM SCREW 012.3141 TRUSS LID 34 GHARIENMMM SCREW 412x11/1'TRUSSIM. 61 70 802E 8010 SID$13CBHPAD1RUt MAMAJAMB 6802E 68DIO 35 THRFADEDROD3/16.18X39 6TRODA 36 F1ANUMMMNUCYI6•I9 791BCUCA ASSEMBLYKIT 80 81 SMB FREN4I DOORASSET YBPAM mom 010.24X212'PBS(REW 37 M TRUSSCLAMP 603TOA 38 8M3 SISGEARIATCH SMAND 39 8090 LOCICBIDM 480SO 93 UT 012XI Ur TR SCREW 40 IATCEIASSYSQDiWS M ."SS PMLTRHD 7M=AX 41 9037 SSHOGTBOLTRODSUUM ens6IL� SMONAL cum 42 BO45 STANDARDPW513BOLT5 W/SS ROD GLASS BEADS & E 43 SMI SMOTBOLTGLW13 48031 91 GSEAJA L2ATJ1••IOSEAlANC 7>OW COIOVINO 995 [RL UNAI>941' 7/16"LWMT1D GAGS OWANX 3/16'HS 44 SHOO[BOLTGUMB&SMKESCBRWB32X31R"SSPML 78X38PFIX 45 S038R MGIT-STI(ECBPIATEATAMRACIAL CnVEHl M W511OQ5S1 46 8038E IIFC-SIRIRBPLATEATAMItAGAL CMEEM4(M W51104451 92 93 7/16-LUIDHATFDGIASB 1B'HS 090 3/76'M 7/147IAMINATPDC7ASS ANN,.075VANCEVA.3/16•KS) 47 SR4IKEPIATESCREWS 832X318' SSPPERLTRED 7OMPFIX 48 == IXB SIRPLAIRNUMIESCROW 6-24X IM F70 76I7FPIX 94 LA 7/16' MLNATED GASS 16-HS. 075 VANCEV 3/16' HS 49 8036 1MRIKEPLATEATMD&SILL - 95 7/8'LAMILO 16°T V4'$PA 3/l6"AI414..090P 3116'}1S) 50 HFADSM1ESCREWSSS6XV2FHELFH 795VAX 96 97 7/8'LAMILO 16 T V4'SPA 31[OkM 090 3./16' 7/8'IAMIIG ST. 114"SPA 3119 ANN..075VANCEVA 3fliF 51 MMnPLATES(REWS SRLSSSX72PHOLUNDP1CMFH 7va2PFHUX 52 9041 ACTIVETRIM SEC 98 7W LtM1LO 16' T 1/4' SPACE, 3/1W WS VANC EV 3/16" A SM PASSIVETIWO SEC 105 106 107 108 003E MA SLRACKl$AD BODA 7A6' S024A 7/8'10HEAD RAIXREAD BEAD 6807Z 68026A 68023A 66M4A 54 WO STAR MSMIMPASSNELOCICGPAR SHIA 55 8014A 70PRAM ODOLTR 68M4A 56 8013A BOTTOMMUL BOLSD 68013A 57 51le x2 IW LAGROLTS 73161BOLTX 109 1224 VEJYI.BO113WSTP 6TP247 „s, x„�1e t070713Ci1A010 YN"E Lroxoans.Fzs127s Po R�ucJsm NOK[M6& R.84274 ® a� PARTS LIST >a< ALUM. FRENCH DOOR & SIDE LITES, 1� , am area. FD70 MA 7 d 12 80p01.11 - la:m F.K. at f?21/D4 LT. »� 465 062 1.000 +-i-E7 3.636 #8006 6063-T6 O FRAME, HEAD, -JAMB AND SIDELITE SILL .050 O7 #8009 6063 T5 INSTALL PLATE -►I 1278 F— .0 2.236 05D 1.160 4.027 .683 1 - ►� 1.353 - 1.033 .050 .311 I+--3.636 -+{ 1 - O#8008 OUT -SWING SILL O OS SILL COVER O4 DRIP CAP 5 O6 SCREW COVER 1 F� .074 .062 f1 J 2.000 49 -1.940-1 1,376 � 1.498 .583 Ti 3.636� I 3.990 .050 10 #8056 6063-T6 20 #8012 6063-T6 OUT -SWING LOW SILL STILE A76 1.9138 .100 1.9j38 1 - 8.250 h4A34 22 #8013 6063-T6 BOTTOM RAIL 21 #8014 6063-T5 TOP RAIL 23 O #8017 6063-T5 TOP SWEEP &2140 .797 I #8016 6063-T5 24 BOTTOM SWEEP PRODUCT REVISED as com m with the Florida l ,d,. T A76 o NOA-Ho. 16-0629.16 1 938 100 07b Expiration Date 02/24/2020 1.938 By " 11 �7 1.170 I Mlam rotluet n i 8.250 I---4.434 2.544 56 BOTTOM RAIL, LAG BOLT DESIGN I 55 TOP LAG BOLT DESIGN 26 #A8015 6 r:~•. =. RAIL, ASTRAGAL j taco rr anvotoorvx>v� NONO0%R StR5 rawxt® � � EXTRUSION PROFILES " ; ;' ; , •"; ;'' A. LYNN MILLER, P.E. ave = ALUM. FRENCH DOOR & SIDE WES. IMPACT fir ftdd- x,R Fic � LT. � Fmm 1f2 8 12 8000.1! F FL P.E.#58705 -075 27 #8021B 6063 T6 GEAR HINGE, JAMB --�{ .742 353 072 7 28 #8020A 6063-T6 GEAR HINGE, COVER 14�.075 301 T 29 #8018 6063-T5 30 #8019A 6063-T6 HINGE, BACK-UP GEAR HINGE, DOOR .062 _L.. 060 3.775. 1 .438 2.050 —f 61 S#8L HEAD TRIM J SUBSI L, OPTIONAL 70 NARROW SL JALJA • MB oa5� 1.1ss .oao 442 f 5 .750 .045 jQ 985 045 .818 F+— 957 10 #8022 BACKBEADS 106 SLLBACKBEAD 10 77 16" BEAD 5 ' #8 I.G. BEOA6D3-T5 STRUCTURAL. POLYISOBUTYLEN WITH DESICCANT IXr. GLASS $V KODISPACE 4SG TPS E STRUCTURAL SILICONE NOM. FOAM WITH DESICCANT EXT.GLASSti GLASS SUPER SPACER®NXT'" Part# Description Material 100 Kommerling 43G TPS Spacer System See this Sheet for 101 Quanex Super Spacer nXr with Hot Melt Butyl 102 Quanex Dumseal Spacer Materials 103 Cardinal X_ Edge Spacer 1.812— 1.000 .100 1 37 #8039 6063-T6 TRUSS CLAMP r—2�313--1 Q d 050 62 #8029 6063-T5 SL JAMB TRIM .125 3.261 1.635 #8033B 6105-T5 80 FD ASS'Y BEAM ELT BUTYL "emrur<acmcn 3f16" NOM. SM° NOIN. BUTYL 8 DESICCANT i POLYISO. DESICCANT FILL AREA SUTYLENE 51ITNOM. SEAL SILICONE SEAL ROLL -FORMED FOAM STAINLESS STEEL EXT. GLASS PRODUCT REVISED EXT. GLASS as compF Fn with the Florida Building Coda NOA-Na 16-0629.16 Expiration Data 02/24/2020 GLASS WT. GLASS INT. GLASS BY DURASEALO XL EDGE'"° mar" • Product Control '� @ SPACER SPACER EXTRUSION PROFILES ? ;•;;'' ,. raewrTwoHiC`4 ALUM. FRENCH DOOR ASIDE L►TES, IMPACT Nit F111x7I T rrr+r rr a.w� a- A LYF1N MILLER, P.E. fD7&T 1/2 9 - 12 8000-11 F FL P.E.# 68705 l� �u _7'---I-I 3" 11" 11 t. V. 3" MIN. K HEAD & SILL ""RANCHOR 11" TYP. CLUSTER 10.5710 (TYPICAL) MAX. O.C. JAMS 10. ----P - =- ANCHORS 18 50' �� JAMB ANCHORS � JAMB ANCHORS 18.500" HT. QTY. MAXI Qr HT. QTY. HT. QTY. MAX. O.C. 95 3/4" - (5) 95 3/4" - (8) 95 3/4" - (5) 91 3/4" - (5) 91 3/4" - (8) 91 3/4" - (5) 87 3/4" - (5) 83 314" 87 3/4" - (8) 83 3/4" 87 3/4" - (5) 83 3/4" - (5) - (7) - (5) 79 314" - (5)- E1_ 79 3/4" - (7) 11" 79 3/4" - (5) 11" I --F--j _T 1!L A (COhICREaTE) DETAIL B (WOOD) DETAIL C (CONCRETE) SEE NOTE 5 SINGLE PANEL (SINGLE PANEL) (2 OR MORE PANELS) REGARDING APPLICABLITY tiWCH®R- E_S ANCHOR TYPES: ANCHOR TYPES: OF ENCIRCLED 91 R 2 2 OR 3 1 OR 2 ANCHOR LOCATIONS ANCHORAGE SPACING REQUIREMENTS; 3" MIN_ TYP. (2) EQ. SP. TYP. 12" .9" -6" HEAD & SILL ANCHOR CLUSTER (TYPICAL) (3) EQ. SP. TYP. JAMB ANCHORS HT. QTY. 95 3/4" - (8) 91 3/4" - (8) 873/4"-(8) 83 3/4" - (7) 79 3/4" - (7) DETAIL D (WOOD) (2 OR MORE PANELS) ANCHOR TYPES: 20R3 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 DOQRS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS, UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: 1 -1/4" ELCO ULTRACON 2 =1/4" ELCO SS4 CRETE-FLEX 3 412 STEEL SCREW (G5) CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8" MIN. EMBEDMENT OR TYPE 2 AT 1 3/4" EMBEDMENT. 1 3/4" MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/8" MIN. EMBEDMENT. S. SINGLE PANEL CONFIGURATIONS: (DETAIL A. CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) 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, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4). JAMBS .... 11" MAX. FROM FRAME CORNERS AND 18.500" MAX. O.C. 5. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D, WOOD SUBSTRATE) HEAD AND SILL ...... B" MAX. FROM FRAME CORNERS, AND AT 3", 6", 9" AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4". JAMBS.....................I l" MAX. FROM FRAME CORNERS AND 10.571" MAX. O.C. ammoffin 10TE INOLOSYDRNE ANCHORAGE SPACING NOKOMIS, FL 34275 P.O. BOX f5z9 » FREWCA`�O,!_R SIDE LITES, IMPACT NOKOMIS, a S42741"8000-11 a„r Forgo I/4 1'10 1 12 F 10.571" MAX. i PRODUCT REVISED as comp )yin with the Florida Building Code NOA-No. 16-0629.116 Expiration Date 02/24/2020 By 1�t Miami-Da'product Control A. LYNN MILLER, P.E. FL P.E.# 58705 CONCRETE ANCHOR 1/4" MAX 1/4' MAX (NOTE t) GROUT, GROUT, SEE SEE NOTE 5 NOTE 5 �,3.4 K'81 MIN 1 SEE JjNOT]. SCONCRETE'•"d 1 T TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) CONCRETEANCHOR SEE NOTE 1 WOODANCHOR, SEE NOTE 2 1/4" MAX GROUT •SEaNOTE +.•ILI :t� '•.:.zz ", S ' ��'*• EMBED. 7� SEE 1 3/8" 'CONCRETE r"` NOTE 1 MIN. 2X WOOD, SEE NOTE 3 OPTIONAL SIDE LITE SILL TYPICAL SIDE LITE SILL (SUBSILL TO CONCRETE) (DIRECT TO WOOD) 114' BED. MAX - SEE SHIM ' NOTE 1 V4"J MAX L4SHIM EXTERIOR INTERIOR (ALL HEAD & SILL SECTIONS) EMBED. SEE NOTE 1 2x WOOD SEE NOTE 3 IxWOOD i SEE NOTE 3 fi 114' MAX. WOOD ANCHOR, GROUT SEE NOTE OPTIONAL SEE NOTE 5 ` J 1T ' 2x WOOD, SEE OPTIONAL SIDE LITE SILL (SUBSILL TO WOOD) MAX. M CONCRETE ANCHOR, SEE NOTE 1 —1 CONCRETE ANCHOR SEE NOTE 1 —1 WOOD ANCHOR SEE NOTE 2J TYPICAL DOOR & SIDE LITE HEAD NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" ULTRACONS OR 1/4" SS4 CRETE-FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4`. MIN. EMBEDMENT: 1/4" ULTRACON -1 3/8", 1/4" SS4 CRETE-FLEX -1 3/4". 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 1/4" SS4 CRETE-FLEX -1 3/8- MIN. EMBEDMENT FOR EITHER. 3. WOOD BUCKS DEPICTED AS 1xARE LESS THAN 1 1 /2" THICK 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 4. FOR ATTACHMENT TO ALUM: THE MAIL SHALL BE A MIN. STRENGTH OF 6063-T5 AND A MIN. OF 1 /8" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO 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 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAYBE USED. 5. 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. Nt71.Q B FL d127B JLI(K=�5jj PQ ear Ism�ALUM. FRENCH DOOR & SIDE LITES, IMPACT NOXVW( a SIM �FD7W 114 1 11 d 12 � 8000-11 F PRODUCT REVISED as comp w,Ith the Bond. BuOdiag • NOA-Mo. 16-0629.16 Expirdloa Date 02/24/2020 B9 Miami -Da endue! Control