Loading...
HomeMy WebLinkAboutNOA - FRENCH DOORS-t J G RCA CINEC-_+/ By _ MIAMI•DADE St Lucie Cagniy MIAMI—DADE COUNTY, FLORIDA 9 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) www.miamiaade.goy/economy PGT Industries, Inc. 1070 Technology Drive, Nokomis, Ff. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD-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 "F" dated 05105116, 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 INInACT RATING: Large and Small Missile Impact 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. MIAMI DADS COUNTY �,J\J.\\tei NOA No. 16-0629.16 Expiration Date: February 24, 2020 Approval Date: July 28, 2016 Page 1 I � i Ati��• r � i� .� i' 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 "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. (Suhmitted 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) i / 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 SUBMITTED 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 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, FTL4530, 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. FTL-4312, 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, 5t° Edition, prepared by manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller, P. E. (Submitted under previous NOA No. 141117.05) 2. Glazing complies with ASTM E1300-04/ 09 Jorge M. Plasencia, P. E. roduct Control Unit Supervisor 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. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex 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 "Saflex 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 5" Edition (2014), issued by manufacturer, dated 11/06/14, signed and sealed by A. Lynn Miller, P. E. (Submitted under previous NOA No. 144117.05) 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, 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. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) orge M. Plasencia, P. E. P oduct 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: February24, 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 SAFLEX/KEEPSAFE MAXIMUM. B. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. C. 7116" 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" LAM] CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. E. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF3/16" TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE (3/16" A,.090 PV13.3/16" HS). F. 7/8' LAMI I.G. CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE, 114" AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.090 PVB, 3/16' HS). G. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7116" LAM[ GLASS ASSEMBLY INSIDE (3116" A,.075 VANCEVA, 3/16" HS). H. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.075 VANCEVA, 3/16" HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-D2. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02. CONFIGURATIONS: X, O, M. XO, OX, XXX XXO, OXX, OXO, XXXX XXXO, OXXX, OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR' BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, XX, AND 0 UNITS TO MAKE THE ABOVE CONFIGURATIONS. 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, FTL-4312, FTL-4315, FTL4527, FTL-4528, FTL-4529, FTL-4530, FTL-4921 AND FTL5941. ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION ADM-2005 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). STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), STH EDITION •ASTM El300-09 •ANSUAF&PA NOS-2012 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2010 •AIS I-S100-07/S2-2D10 107ECNNOLCGYDRIW GENERAL NOTES AND L N XO POX 15g ALUM. FRENCH DOOR & NOXWO, FL 31274 RT. r FD750 FUL —1 FD750 1 . 12 1WILVE IMPACT 8000-11 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES ............ 1 CONFIGURATIONS ........... 1 GLAZING DETAILS ........... 2 DESIGN PRESSURES...... 3 ELEVATIONS .................... 4 VERT. SECTIONS ............. 5 HORIZ SECTIONS........... 6 PARTS LIST ...................... 7 EXTRUSIONS ................... 8-9 ANCHORAGE ....................10-1: PRODUCT REVISED as �omp[ying with the Florida Building Code NOA-No. 16-0629.16 Explra6on Date 02/24/2020 BY Mlanil-D redact Control C � • �IO,ENSS �'Q 1x � No. 58205 _ „0 ..• "` I ( imp ty '• S1h7-OF �• 4J: Nz I1 ttlY - LYNN Was P.E. FL P.E.# 58705 7/16' NOM. 7/16" NOM. 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/KEEPSAFE 075' VANCEVA INTERLAYER MAXIMUM PVB INTERLAYER 3Y16' HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS 91 OR 92 93 OR 94 518. 5/8" EXTERIOR I I INTERIOR EXTERIOR I I INTERIOR GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER 7/16" LAW GLASS W/ VANCEVA INTERLAYER ---- 7/8" NOM. 7/8' NOM. I-- 3/16" TEMPERED GLASS 3/16' TEMPERED GLASS AIR SPACE AIR SPACE 3/16" ANNEALED OR HEAT 3/16" ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM PVB INTERLAYER .075 VANCEVA INTERLAYER 3116' HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS 95 OR 96 j 97 OR 98 109 109 PRODUCT REVISED as eompi in with the Florida 108 90 108 90 Building Codo NOA-No. 16-0629.16 Expiration Date 02/24/2020 105 5/8' GLASS < 105 5/8-GLASS BY BITE BITE Idladif- PXft Product Control EXTERIOR INTERIOR EXTERIOR INTERIOR GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER 6 Fl ib wm ax oe(s xvwms o..gex .. • . • . ro�oTgCHNOLOGYOwwa GLAZING DE/AILS NOMMA FLU= NorSL1 �ivs ® ALUM. FRENCH DOOR & SIDE LITES, IMPACT _ wawm.r amw sre w.err�, n..- A. LYNN MILLER. P.E. FA 12l23104 LT. 41W5 F076D FUL 2 d 12 8000.11 F FL P.E.# 58705 Table 1. MaAmum Design Pressures (pst Configuration Width (in) Allowed Glass Types Height (In) 79 314" (68) 83 314" (70) 87 3/4" 91 314" 95 314" (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 -100.0 +100.0 -100.0 +100.0 -100.0 Door XX 71 3/4" (60) A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Full Jamb 3611/16" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 3011115" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Sidelite Narrow Jamb 3311/19' C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0. -100.0 +97.4 -97.4 36 11/16" A, B, E, F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.6 -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 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 1 +100.0 -100.0 +100.0 -100.0 I able T a. E3iass I ype ana I est Ke OR IVumDer A - 7/16" LAMI (3/16"A,.090 PVB, 3/16"HS) FTL.-4311, 4312, 4315 B - 7/16- LAMI (3/16"HS,.090 PVB, 3116"HS) UPGRADE FTL-4311, 4312, 4315 C - 7/16" LAMI (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, 1/4" AIR SPACE, 3/16"A,.090 PVB, 3/16"HS) FTL-4311, 4312, 4316 F - 7/8" LAMI I.G, (3/16"T, 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, 3116-HS) FTL-4527, 4528, 4529, 4530 H - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"HS,.075 VANCEVA, 3/16"HS) UPGRADE FTL-4527, 4528, 4529, 4530 OVERHANG LENGTH OVERHANG , HEIGHT 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) PRODUCT REVISED as camelying with tha Florlda Bullding Coda NOA-Na. 16-0629.16 Expiration DatoO2/24/2020 Sy - Miarn - Product Control 10707fi NOKOMlS, R 3l276 P.O.BOKISM NOK00%A. 34274 Ry. DESIGN PRESSURES "-'• ; •Y. •..:•.:, ; A. LYNN MILLER, P.E. FL P.E.iF 58705 r - R 0&., ALUM. FRENCH DOOR & SIDELITES, IMPACT r JA wnx�+0 D �+w,sr. FIE air 1223/D4 cn.daae LT. c.a: 418/05 FD750 sm,.. NTS swr 3 s 12 0000-11 F 1. 1-7313/16' MAX. WIDTH i MAX HEIGHT IGHGH T ALL OXORXO 37° MAX WIDTH �110 5/8° MAX. WIDTH----- I OXO DL MAX j�---71 3/4' MAX. WIDTH---�{ DLO ALL X UNITS 791/8 MAX. DLO 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 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. Feria N: Orx RetYv.: ii r<aer Revaonc 10M TECNNOLOGYDR" I NOK0198, FL34275 11` N.- P.O. BOX 15P ais.neY. ore: 61ea'aa n+•r NOKOMIA R SM Fjc l2r2a(4 LT. 46W 36 11/16° MAX. WIDT 25" 3/8° MAX. WIDTH OXXO (SHOWING EACH VERSION SID 36 11116° MAX WIDTH 0 (FULL JAMB) O (NARROW JAMB) ILUM, FRENCH DOOR & SIDE LITES, IMPACT ievwe eat oe�w r+s F 775a NTS 1 4 • 12 1 8000-11 1 F PRODUCT REVISED as complyln8 with tho Florida Bulldin8 Codo NOA-No. 16-0629.16 Eapiratlon Date02/2412020 By_ _ Miaml-0pHE Product Control A. LYNN MILLER P.E. FL P.E.# 55705 VERTICAL SECTION A VERTICAL SECTION B 1 NARROW AND FULL 1 OUTSWING HEAD JAMB SIDE LITE HEAD 2 4 61 6 4 oR 7 23 6 5 ORIGINAL VERSION TOP RAIL B B 21 t ALTERNATE VERSIONTOP ' C D D C MAX. DLO MAX. DLO EXTERIOR INTERIOR EXTERIOR INTERIOR MAX. MAX. HEIGHT HEIGHT ORIGINAL VERSION BOTTOM RAIL 22 ?RAIL PRODUCT REVISED as eomplyiny with the Florida ALTERNATE VERSION BOTTOM Building Codo NOA-No. 16-0629.16 2 Expiration Date 02/24/2020 6 5 By 10 Mta Da -Productcontrol 1 3 7 23 OR 2 VERTICAL SECTION C VERTICAL SECTION D NARROW AND FULL OUTSWING SILL JAMB SIDE LITE SILL 61.• (6 .:' f0707EOifNOLOGYORNE VERTICAL SECTIONS ,,,� Ilk9 ALUM. FRENCH DOOR & SIDE LITES, IMPACT ' �. P.aBxfse NOMARS, R 3$27< ALYNNtv11LLER,P.E. FL P.E.# 58705 anr�e FD760 ,or 1/2 mya 5 a 12 oe.o, 8000-1 i � F mow , FA D� 11I23RW n,awa LT. O� 4/8I05 OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE — DETAIL G STILES AT ASTRAGAL SEE NOTE u. DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) DETAIL K HINGE JAMB TO HINGE JAMB NOKOw$ FL 3Q75 P.O. BOK 16Q NOKOMLQ FL 3M4 4RE OTY (3). 11 ONE AT MIDSPAN DETAIL F c1 L FULL JAMB SIDE LITE (AT HINGE JAMB) EXTERIOR 1 A17' PRODUCT REVISED 6 as complying with the Florlda M Euilding Code NONo. 16-0629.16 Expiration Dote 02124/2020 Miam1-0ad roduct Cantro DETAIL E DETAIL I ,;;'•;::.= JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE T®HORIZONTAL SEC770N DETAILS ALUM. FRENCH DOOR& SIDE LITES, IMPACT ,.•' . a.sw.e ee+e aerc a+wga. a.K A.IL NNMILLER, P.E. FD750 112 6 - 12 8000.11 F FL P.2958705 FD750 DOO S FD750 FULL JAMB SIDE LITE PRODUCT REVISED as comp)yIngg with the Florida Bufld,no Codo NOA-No. 16-0629.16 ExPiratlon Data 02/24/2020 By Miaml ro u�ct Co tr—ol- `•' IMPACT , , '• . A.LYnINMILLERP.E. 8000.11 F FL P.E.# 58705 Ttl•M Dwca nlsrnlrTIDN n1W Dwca DESCRIPTION PGTN FRAME I 9006 FRAME. HEAD SEL&JAMB 68006 �=�A 4 BOOR DRIP CAP 6800E 6 7 BOW 8009 INSTALLPIA7E SCREW COVER 68007 68009 8 20 $012 FRAMEASSEMBLY SCREW 48 X 1" PH QUAD STILE 78 A 69012 21 9014 TOP RAJ. 68014 22 8013 E30r %f RAIL 68M13 35 THREADED ROD 511&18 X 36' 61RODA 36 37 60 8039 FLANCEDHEXNU V16'-18 TRUSS CLAMP 08X3/4°PHS DRIVETEK SCREW 799ONUPA 60378M 78JD4PSTW fit 8028 SMELJIEHFAn7R1M 69028 62 SM9 S)DELSLEJAMBTRIM 68029 FD750 NARROW JAMB SIDE LM 1 BOW FRAME-HEAD&SJL 68006 4 8008 DRIPCAP 68008 6 8007 SCREW COYFA 68007 7 8009 RaTAMPIATE 68009 B FRAMEASSEMBLYSCREW f6X1' PRQUAD 781P A 21 8014 TOP RAM 68014 22 8013 BOTTOMRAIL M313 35 7HREADIDROD5116•ISX36' 6TR0DA 36 FLAN®HEXNUTY16-18 799cNUTA 37 SM9 TRUSS CLAMP 60378M CA — 48 X31C PAS DRIVETEC SCREW 7OL14PSM 61 8028 SDDEIJTEHFAD7R1M 6802B 70 8010 FRAMG JAMB 68010 ASSEMBLY KIT BD sl 82 8033B FRENCH D00RASSEMBLYBPAM f1424x2v2"PHScEmW a1o2a1DxNur 68MB 93 — a12XIVYTRHDTEKSCREW 64 6056 SMELL OPIIONAL 68056 GLASS BEADS & SILICONE 90 (LAZINGSEAUM.DOW CORN8V6899 983, 9950R UNAIJIIVL 91 7/16"IAMINATIDGLASS IC 090PVB3/16"HS) LEM 92 7/16" IAMwATM CLASS Ic HS 090P 3116' HS) 93 711E LAMINATEDCLASS WIG' 075 VANCEV7/16- HS 94 7116" LAMINATED CLASS 16 HS.075 VANCEVA 3116'HS 93 7/8°IAMILO 1&T V4•SPA 3116"ANN 090P 3116'HS 96 97 7/8" 7/B" LAMJL CI 16' T 1/4- SPA 3/16" LiS. 090 3/16' lAMILO (NI6° T V4" SPA 3/16' ANN. O73 VANCEVA, 3/l6" HS 98 7/81 LAM11G 16° T V V SPA 3/16" HS 075 VANCEV 3116' HS 105 8022 BACKBEAD 6m 106 8026A SLBACKSEAD 69026A 107 8023A 7/16' BEAD 680MA 108 802AA 7/8°I0BFAD 6Sa24A- iD9 121, VkME1U1BW9TF CK 6TP247 1070TECJINOLOC3rORlVE PaBox162s NOKOWS, FL X274 PARTS LIST ALUM. FRENCH DOOR & SIDE LITES, FD7w %lf± 7 > 12 or a".°q: F.IC n.m 11/2?QM r d:e LT cart 4l8Po5 [QTPARIS 1 8006 FRAM-HEAD&HR7Ci£IAMB 2 BOOIA OUP-SNAIOSBL 3SOWCOIfT�SlVINOSIILCOVII( C 4 AOOA DRIP GP 68008 5 HEAD, SIIL&JAMBWEA7FJRSRtIP SC38EGA S78A3RB500 fi 8007 SCREWCOVER. 66007 7 8003 INSPAILPUTE 6FB79 8 ---FRAMEASSFA7BLYSCREW fB%l'PH QUAD 78 A 9 80TL ASIRA0ALII4D SPAL 48042 10 BOSA OULSR'lNGSI1L W R15 481t16 nOORPANFT. 3 HEAD SLIL&JAMB WEATHERSTRIP L U8333T18500 20 8012 STILE 680Q 2l 6014 1'OPRA DID ROD DESIGN) 68014 12 BO13 BOTTOM IDROD DESI 6RA13 73 SOl7 7DP SWI9:P 680I7 24 SOl6 BOTTOM SWEEP 68016 25 SWEEP SCREWS ad XI/2'PHMPH 3fi SOH ASIRAGALACTIVE&1NACDVE 68013 27 80218 JAMB SB)B 68021B 18 8020A (3'ARHiN COVER 680JOA 29 8018 (FARHIN BACK-UP PLATE 68018 30 8019A GEAR DOORSmB 68019A 31 8035 (�ARHINGRBPARING 68035 32 (8AR SEPSCREW f6.32: V4" 33 GEAR MTO SCRE\V a12 x7/4° TRUSS HD. 34 M'PC SCREW a12x11lL'TRUSSHD. 35 T1JtECDID ROD S116•IBX36° 6TRODA 36 FIANCS•D HERN[7I5116•l8 7990NUTA 37 6039 TRUSSCLAMP fi037861 36 800 S/$CLARIAT(NMF.C3iAN66t SHUND 39 8030 IDCK BLOCK 48030 40 UTtil ASSYSCREWSMBX2'SS PHILLIRBD 787[Z[PAR 41 6037 S15 SH001'BDLTROD SIILLIV 42 8045 S7ANDARDLT115H BOLT$t1'/SS ROD SUIJ]VA 43 8031 SHOOI'801SGUIDE 48031 49 $E300'TBOLTGUBIE&STRBffi SIREN Ba2X318'SS PHJJ. 78X38PF'CX 45 8038R R1(iil-STRIKEPUTEATASIAACIAL ACCIVEH09(8D WSIIOdiSI 46 8018E IFFC-SIRBCEPU7EATASTRAGAL AL7IVEHIN®Al WSI10-WSI 47 SLRJCEPUTE$CREWS B-72X 31S'SS PHJLTAFID 78108PFIX 46 SIAUCEPUTBMIDDIE SCREW 6.24X 112' FH 7612PP7X 49 6036 SIR110;P1ATEA7 HPAD&SIIL 30 HECDSIRBCESCREWS558X I2 PElJLFi3 78587AX 51 S7RIKEPU7ESCREWS SSSX I2 PNBLl1NDLRC'UTFH 7RX12PFHUX S2 804I ACI7VETRIM SHf ASFBAND 33 8042 PASSIVETRDd SFf SHIAFID S4 BOM STAINLESS SIFE.PASSIYE IDIXCFAR SHUND SS 8019A 70PRAM OBOLTD[a9 68014A 56 8013A liOITOM RAM OBOLl'DFS 68013A S? Srlfi' x2 VZ' UOBOL7$ 7516IEOLTX 062 1.000 L �3.636—�1 #8006 6063-T6 O FRAME, HEAD, JAMB AND SIDELITE SILL 3.01 B .050 O7 #8009 6063-T5 INSTALL PLATE .062 1 2.236 050 1.160 4.027 583 -1 1.353 1.033 .050 J l� f I-= 3.636� � 040 008 O OUT -SWING SILL O # 5 OS SILL COVER O DRIP CAP O6 SCREW COVER —�{ 1. 7 F� T .074 .062 � 2.000 49 �1.940--►{ 1.3I76 L ZJI �8 583 I I 3.636 �{ i - 3.990 —j 050 10 #8056 6063-T6 9#8012 6063-T6 OUT -SWING LOW SILL STILE T .075 1,938 - .100 1.938 �8.2504.434— r 22 #8013 6063-T6 BOTTOM RAIL 21 #8014 6063-T5 TOP RAIL 23 O #8017 6063-T5 TOP SWEEP I&2.240" .797E T 1 #8016 6063-T5 24 BOTTOM SWEEP .075 T .075 1.938 .100 1.936 IT 1A67 1.170 8.250 I~-4.434 �Z644� #8013A 6063-T6 56 BOTTOM RAIL, LAG BOLT DESIGN #8014A 6063-T5 #8015 6063-T6 55 TOP RAIL, LAG BOLT DESIGN 26 ASTRAGAL NOMMIS, a 31275 NOKOWS, ft 3 P.0. BOK 1579 . EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, G rwvyt ate: FD750 1/2 1 8 d 12 8000-11 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.16 Expiration Dote 02/24/2020 BY Mlam4-O Product Contror 2.260 075 27 #8021 B 6063-T6 GEAR HINGE, JAMB 050 4F2.szz 61 #8028 6063-T5 SL HEAD TRIM E.041-, 442 .965 •-�•� .742 315LL53 072 7 28 98020A 6063-T6 GEAR HINGE, COVER �+---3.775 1251 .050 #8056 6063-T4 s4 SUBSILL, OPTIONAL 1.169 66 L" .045 #8022 6063-T5 #8026A 6063-T5 10 BACKBEAD 106 SLBACKBEAD STF POLYISI WITH D EXT. STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS - I�14� I.301 .076 2.438—`4 29 #8018 6063-T5 30 #8019A 6063-T6 HINGE, BACK-UP GEAR HINGE, DOOR 062 1 0100 1 I�-3.636� 70 #8010 6063-T6 NARROW SL JAMB 7I q �p "" .045 r LLL-618 r - #8023A 6063-T5 10 7116" BEAD 1� KODISPACE 101 SUPER 48G TPS SPACERWNXT't' Part# Description Material 100 lKommerling 48G TIPS Spacer System 101 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 102 lQuanex Duraseal Spacer Materials 103 Cardinal xi- Edge Spacer rtcrcrcov�,c i co, ncrurc � a: r � �ro � i r, oovo a aary .040 .437 ,957 �- 108 #8024A 6063-T5 I.G. BEAD ELT BUM ne,nr 3/16' NOM, 5/16' NC BUTYL 8 DESICCANT FOAM ExT. GLASS GLASS IN1 1os DURASEAL@ SPACER P.480x P.G9 NOKOMLS FL U274 �1.812- 1 1-T ' 1� 37 #8039 6063-T6 TRUSS CLAMP 62 #8029 6063-T5 SL JAMB TRIM nvrmcn i POLYISO- DE BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT.GLASS GLASS t03 XL EDGE"m SPACER FD7M I V29 r 12 VT FILL AREA 5/16' NOM. JCONESEAL .125 3.251 I�-1.635 #8033B 6105-T5 80 FD ASS'Y BEAM PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.16 Expiration Date 02/24/2020 GLASS By _ Mlam do Product Control MES, IMPACT A LYNN MILL'ELR, P.E. 9000-11 F FL P.E.# 58705 3" 6• �6"� 3° 11° 11' 3" MIN. HEAD 8 SILL 11" 3• MIN._ HEAD 8 SILL 11° —I TYR ANCHOR TYP.— I ANCHOR I CLUSTER CLUSTER 10.571" (TYPICAL) (TYPICAL) 10.571" MAX MAX. O.C. O.C. JAMB JAMB JAMB 18.500" 18.500' JAMB i ANCHORS ANCHORS ANCHORS MAX. MAX. ANCHORS HT. QTY. HT. QTY. HT. QTY. 95 3/4" - (5) D.C. 95 3/4' - (8) 95 3/4' - (5) O.C. 91 3/4" - (5) 91 3/4' - (8) 91 3/4" - (5) (2) EQ. (3) EQ. 87 3/4' - (5) 87 3/4' - (8) 87 3/4' - (5) SP. TYP. SP. TYP. HT. QTY. 95 3/4' -(8) 91 3/4° - (8) 87 3/4" -(8) 83 3/4" - (5) 83 3/4° - (7) 83 3/4° - (5) 83 3/4" - (7) 79 3/4" - (5) 11" 79 3/4- - (7) 1 V 79 314• - (5) I I 79 3/4" - (7) 11 ° --11' ISEE DETAIL A (CONCRETE) DETAIL B (WOOD . ' DETAIL C (CONCRETE) NOTE 5 // DETAIL D (WOOD) (SINGLE PANEL) (SINGLE PANEL) (2 OR MORE PANELS) REGARDING) APPLICABLITY (2 OR MORE PANELS ) ANCHOR TYPES: ANCHOR TYPES: ANCHOR TYPES: OF ENCIRCLED ANCHOR TYPES: 1 OR 2 2 OR 3 1 OR 2 ANCHOR 2 OR 3 LOCATIONS ANCHORAGE SPACING REQUIREMENTS: 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 CAND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH DARE MAXIMUMS. 2. ANCHOR TYPES:1 -1/4" ELCO ULTRACON 2 +1/4" ELCO SS4 CRETE•FLEX 3 - #12 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. 3. SINGLE PANEL CONFIGURATIONS: (DETAIL A. CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) PRODUCT REVISED HEAD AND SILL ......6• MAX. FROM FRAME CORNERS, ooriyIny with the Florida Bulls cdin9npCoda JAMBS- ................... 11" MAX FROM FRAME CORNERS, 18.500• MAX. D.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571- MAX. O.C. WOOD SUBSTRATE (DETAIL B). NOA-to. 16-0629.16 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE) Expiration Data 02/241 020 By HEAD AND BILL.....6" MAX FROM FRAME CORNERS, AND AT 3- AND 5" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4). Miami- a e pro uct control JAMBS....I I' MAX. FROM FRAME CORNERS AND 18.500" MAX O.C. 5. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D, WOOD SUBSTRATE) HEAD AND SILL......6- 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 27 314'. JAMES.......... .._....... 1V MAX FROM FRAME CORNERS AND 10.571" MAX O.C. ", m onr b rom tEcxNaoorowvE ' ANCHORAGE SPACING ALUM. FRENCH DOOR & SIDE LITES, IMPACT rroKOMs PLsaveLkG. P.O. BOX 12.9 sx�awc . aavm er: nr:, Gms ACKOMIA FL X.74 FJC 12/13/04 L7. U05 fD750 1/4' 10 > f2 8000.1 f F A. LYNIJ MILLER, P.E. FL P.E.# 58705 / CONCRETE ANCHOR WOOD ANCHOR, 1/4' MAX. WOOD ANCHOR, CONCRETE ANCHOR 1/4" MAX —� SEE NOTE 1 OPTIONAL SEE NOTE 2 GROUT SEE NOTE 2 (NOTE 1) GROUT, 1/4° MAX. 84 1/4' MAX SEE NOTE 5 GROUT, SEE NOTE 5 GROUT SEE SE�NOTE 5 NOTE b ,�� ••"`?`, :'•+';EMBED. 4��'y: �.q•Y .i`�; MIN ~ ,-' . ':i; - EMBED. F 3 d K$1 ; SEE 3.4 KSI`(vflN. SEE 1318. 131 Q NOTNOS 1MIN. SEE MIN• 2x WOOD, SEE 3 NOTE TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) EXTERIOR INTERIOR (ALL HEAD & SILL SECTIONS) �✓ OPTIONAL OPTIONAL SIDE LITE SILL (SUBSILL TO WOOD) _3.4 KSI fu1IN EMBED_ 1/4. :;: .:.CONC:. SEE i ." :EMBED. M C : S.:•:.:'r,. NOTE 1 a �3.4KSIMW.•� :;: SEE 2xWOOD ?:CONCRETE' ` SHIM 13/e'MIN. �.ti ;• ,;r ;.f';. % NOTE 1 SEE NOTE 3 1 x WOOD _ SEE NOTE 3 1/4 1/4" MAX. MAX ET SHIM SHIM CONCRETE ANCHOR, SEE NOTE 1 -J CONCRETE ANCHOR SEE NOTE 1 -) WOOD ANCHOR SEE NOTE 2-J 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 1 314'. MIN. EMBEDMENT: 1/4" ULTRACON -1 318", IW SS4 CRETE-FLEX -1 314". 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (GS) OR ELCO 1/4" SS4 CRETE-FLEX -1 3/8' MIN. EMBEDMENT FOR EITHER. 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112" 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-TS 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. Reww,r ,.,� �. „c 1070TECFwoLoovnwvPTZz. ANCHORAGE DETAILS NOKOd4S, Fl.91276 Tes �•: ALUM. FRENCH DOOR & SIDE LITES, IMPA P.O. BOX M79 ar n.:. aba+de o NOKOM15,fL4274 1/4 11 d 12 a"w%000-11 FK 1P/1M L7. 4/8/OS PRODUCT REVISED "eomPlyin9 wtth the Florida Buildin9 Code NOA-No. 16-0629.16 Hxpintlon Date 002212412020 by Mloml-0a roduot Contra EXTERIOR INTERIOR `� (ALL SILL SECTIONS) CONCRETE ANCHOR, OPTIONAL OPTIONAL SEE NOTE 1, 84 $4 CONCRETE SHEET II WOOD ANCHOR WOOD ANCHOR, ANCHOR 1/4" MAX. SEE NOTE 2, SEE NOTE 1, SHEET 11 SEE NOTE 1, 1/4' MAX. SHEET 11 2 OR 10 GROUT, 2 OR 10 SHEET 11 1W MAX 2 OR 10 1/4" MAX. 2 OR -- GROUT, J SEE NOTE 5, SHEET 11 GROUT GROUT, 10 i •— SEE NOTE 5, SHEET 11 I SEE NOTE 6, SEE NOTE 5, SHEET 11 SHEET 11 M. i ��'�' la'EMBED.— EMBED..Q MIN. ' ..` .;• •i •4i3.4 KSI MIN ::'1318° ' — • � 2x WOOD,— �' — .41CSI SEE NOTE 1, %��'t.,S•:- ,. � SHEET 11.1 <; CONCRETE;' `K ` :? : t • ';tii;�. �' ; •, SEE NOTE 1, ;.', CONCRETE � SHEET 11 I<<' MIN. = SEE NOTE 3. 1 3/� MIN. 2x WOOD, — SEE NOTE 3, f; ; ,.; .:.. r;;l: ;.:::' '• i':`'• ' SHEETII= SHEET 11= TYPICAL DOOR SILL OPTIONAL DOOR SILL TYPICAL DOOR SILL OPTIONAL DOOR SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUBSILL TO WOOD) 4 INTERIOR (ALL JAMB SECTIONS) EXTERIOR V ®E D SEE NOTE 1, SHEET 11 3.4 KSI MIN. CONCRETE 1/4" MAX. SHIM----] EMBED. SEE CONCRETE NOTE 1, ANCHOR, HEET 11� SEE NOTE 1, SHEET II CONCRETE I' ANCHOR, SEE NOTE 1, SHEET II :s4 3A KSI MIN.-_`,;:.: CONCRETE OR 1.5 KSI IxWOOD SEE NOTE 3, SHEET I I I I IM" MAX SHIM TYPICAL DOOR & SIDE LITE JAMB CONCRETE ANCHOR, 1 3/8"-1 SEE NOTE 2, MIN. I _ SHEET 11 2x WOOD, SEE NOTE'3, IIIfI/n11I1 III Ifl'II/fl�ll SHEET 11 1/4" MAX SHIM --� m 1FL7INOLOGYDRNP ANCHORAGE DETAILS NOWMA FL3r275 TM• Faagxf.w ALUM. FRENCH DOOR & NOKOMI$fL31271 ® o,n va`r arc4 —1 FD��o 1�iz d 12 PRODUCT REVISED as complying with the Florida Building Code NDA-No. 16-0629.16 Expiration Date 02/24/2020 By _ Miaml-- roduet Control `'"•..•"''� �� �• A. N fdILLER, P.E. ITES, IMPACT 8000-11 F FL P.E.# 58705