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HomeMy WebLinkAboutProduct Approval MIAM!•DADE MIAMI-DADE COUNTY •LWA== PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) .11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-21590 F(786)315-2599 -,.,NOTICE OF ACCEPTANCE (NOA) ",_www.miamidade.gov/economy - AWP Wjmrlaws and"Doors,LLC 8130 NW Medley,FL 33166 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 AHS(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 HuiTicane Zone.- N.-S cries one.- N.-Series`-1600 Impact View"~Aluminum Hor-izontal.Sh Yd n"g�Wi�,�ndB�wv APPROVAL DOCUMENT: Drawing No.W03-104,titled"Series-1600 Impact View Alum Horiz. Sliding Wdw.", sheets 1 through 7 of 7, dated 11/18/03, with revision E dated 10/30115, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control 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 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-Rade 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# 13-0326.09 and consists of this page 1 and evidence pages-E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMI DADS COUNTY NO No:=15-0130,E .,,,. , Ex iratioti Datc-March 04;201.9- +�w dam- •_ _ 1 2811(p pprovaI Date: Febru�ry'04;2016 1 Page I AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS i, 1. Manufacturer's die drawings and sections. (Submitted under NOA#03-12 03.02) 2. Drawing No.W03-104,titled"Series-1600 Impact View Alum Horiz. Sliding Wdw." sheets I through 7 of 7, dated 11/18/03,with revision E dated 10/30/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahniad,P.E. B. TESTS j 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading'per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)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 horizontal, sliding window w/insulated glass, prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-8412,dated 10/14/15,signed and 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,toading 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 horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-3791,dated 07/12/03, signed and sealed by Joseph Chan,P.E. (Submitted underNOA#03-1203.02) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loadit g 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 241113.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-3763,dated 05/03/03, signed and sealed by Joseph dan,P.E. (Submitted under NOA#03-1203.02) ,I, Manu ,P.E. ;i Product Contof E miner NOA N . -0130.02 Expiration Date: March 04,2019 Approval Date: February 04,2016 E-1 � I AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying'with FBC-5t" Edition (2014),dated August 20, 2015 and October 26,2015 ,prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E.', 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS ! 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Ctiemieal Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated,46/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 13-11.26.20 issued to AIlnex USA;Inc.;for their"Uvekol S Laminated Glass Interlayer",dated 02/20/14,expiring on 02/08/19. F. STATEMENTS 1. Statement letter of conformance, complying witli 1BC-5'h Edition (2014), and of no financial interest, dated October 26, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Proposal No. 14-0776 issued by the Product Control Section„dated September 8, 2014, signed by Manuel Perez,P.E. 3. Asset purchase agreement dated March 20,2014,signed by Mr. Paul Schmitz, Chief Executive Officer and President,Trulite Intermediate Holding,LLC and Mr.Tim Morris,Jr.,President and C.F.O., AWP Windows and Doors; LLC, 4. Letter fiom owners of existing NOA stating that they have sold all assets to the applicant,that they no longer manufacture the product and relinquish their rights to the current NOA,dated April 20,2015, signed by Mr. Kevin Barrett, Chief Financial Officer,Trulite Window&Door Solutions,LLC. 5. Statement letter for Name Change Request dated July 15,2014,issued by AWP. Windows and Doors,LLC, signed by Gerardo Beros,Director of Engineering. G. OTHERS 1. Notice of Acceptance No. 13-0326.09, issued to Trulite Window & Door Solutions, LLC for their Series "1600 Impact View" Aluminum Horizontal Sliding Window — L.M.I.,approved on 06/06/13 and expiring on 03/04'/19. i i . j ManuelP e ,P.E. Product Contr E miner NOA No. -01.30.02 Expiration Date: March 04,2019 Approval Date: February 04,2016 E-2 • I I� (3)ANCHORS (3)ANCHORS A7 ATG. STILE ENDS AT MTC. STILE ENDS AT 6"O.C.TYP. 108' AT 6'O.C.TIP. 74• WINDOW WIDTH FALSE MUNTINS WINDOW WIDTH Z 3 6' (SURFACE APPLIED) p� ,J A 11' MAY BE USED 6" MAX. A 11 G HEAD/SILL q �'{ HEAD/SILL q _ I mom• I a CORNERS ;' �\ """' /' \' CORNERS l l `I' I I a _ NON V II II { II A 7 L- uuud111! in \ M II it�� ii II y in= y O N II II II ILII rn ,�3 II its-�II m e Tc GI Oo a o _ I 1 ===WF=== m Oo G 116 Z lit Bq II q 'I I! JJ i MAX. MAX. = 0 22 3/8' 49 3/8" r 22 3/8' TO Pi 31 3/4' 31 3/4" tO 8 = 0 D.L.OPG. D.L. OPG. D.L.OPG. D.L.OPG. D.L. OPG, 0 W4 27' 27' 37 3/4' Q To VENT WIDTH54 3/4' 36 1/2' VENT WIDTH VENT WIDTH s M VENT WIDTH VENT WIDTH r 'XOX' 'X0, OX OR XX' Z N THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, TYPICAL ELEVATIONS Yf 4 M v SHUTTERS ARE NOT REQUIRED. TESTED UNITS Q 8 SERIES-1600 IMPACT VIEW -� ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN SHEET 3. APPROVAL APPLIES-TO-SINGLE UNITS OR SIDE BY SIDE COMBINATIONS - OF H.R./H.R. OR H.R. WOW. WITH OTHER MIAMI-DADS COUNTY — —- _ - - 2 I' IN BROOVVEDETNWINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS _LOWER DESIGN-PRESSURE FROM:WINDOWS OR MULLION APPROVAL -- WILL APPLY TO-ENTIRE'SYSTEM _-----= —_--=------ --_—=-=--_--__ _ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE - N _REQUIREMENTS OF THE 2014 (57H EDITION) FLORIDA BUILDING LADE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). _ WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. B c ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Engr:JA PD AHMAD PROD[JCT REVISED m 1 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML as complying with die Mod& FIA.P 70502 Building Coda ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE C.A. . 38 AcceptmcePlo `Ol OZ 8 NOT PART OF THIS APPROVAL. Piled nD-e -Q(Q ' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. �QN 2616 Mi.-Dodchoduct n drawing no. BY MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT W03-104 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet of 7 } 3/16'ANN. GLASS 3/16"ANN. GLASS o 090"Interlayer 100'Interlayer r7 Saflex Clear And Color Glass Uvekol S By'Eastman Chemical Co. By 'Allnex USA,Inc.' O J 3/18"ANN. GLASS 3/16"ANN.GLASS F a a o to M CL v FoF UN� • 0 j: . 26 SILICONE 1p,`� 6 i1.•I! 26 SILICONE 4 ii DOW CORNING 1199 .! I! DOW CORNING 1199 NSz¢ !I li GE SCS2800 ij Ij GE SCS2800 V a O C SCHNEE MOREHEAD 5731 ij !� SCHNEE MOREHEAD 5731 _ I I o I I 2 16 z 10 AT 1/4 POINTS ON LITES 1 gaS o WIDER THAN 36°ONLY — GLASS TYPE 'A' GLASS TYPE 'B' 7/16"OVERALL LAM.GLASS 7/18'OVERALL IAM.GLASS J ' J 1/4'AIR SPACE 1/4'AIR SPACE n�n11 1/8" HEAT STREN'D GLASS 1/e'ANN. GLASS o O 1/8'TEMP. GLASS090 1/8'ANN. GLASS O afle Interlayer 090'Interlayer 0Z 0- ByClear And Color Glass SaBex Clear And Color Glass By'Eoslman Chemical Co.' DURASEAL SPACER By'Eastman Chemical Co.' Q 9¢m OURASFAL SPACER BY'OUANEX' 1/8'HEAT STREN'D GLASS 8Y'OUANEX' 1/8"ANN. GLASS O 3li Z 3 7Z a�p �{ eo 0 2 28 SILICONE \ - 28 <^W r DOW CORNING 1199 ii -i SILICONE DOW CORNING 1199 GE SCS2800 � ii ti GE SCS2600 m p 0 Q - - - - — 10 AT 1/4 POINTS - -- to AT 1/4 POINTS ALL SIZES ALL SIZES 12 - - GLASS TYPE 'C' GLASS+T.YP.Ei:D GLASS TYPE 'D' NOT QUALIFIED 11/16"OVERALL INSUL. LAM.GLASS NSUL UM.GLASS FOR INSTALLATIONS ABOVE 30 Ff. Q GLAZING OPTIONS ?y o ry g$N `0 ( m U 0 W ( l ,I Engr.JAVAD AHMAD c CIVIL PRODUCT RF.VISCD FCA 3505 92 d pll ingi do ith the F1020A Acccplencc NO �� •� xo 8 Q pitati n Dole Uy drawing no. Miami ade Product t 22016 W03-104 • sheet 2 of 7 DESIGN LOAD CAPACITY-PSF(X0,OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) lbav GLASS TYPES GId39 TYPE GLA33 TYPE: GLASS TYPES GLASS TYPE GLASS TYPE GLASS TYPES GLASS TYPE GLASS TYPE j WINDOW DIMS. 'A' & 'B' 'C' D' WINDOW DIMS. 'A' & 'B' C. D. WINDOW DIMS. 'A' & 'B' C. 'D' Z WIDTH HEIGHT A EXT.(+) -INT(-) EXT.(+) INT.(-) &r,(+)!SIp(f:(=j7 WIDTH HEIGHT A -(+) INT.(-) EXT.(+) INL(-) EXL(+) INT.(-) WIDTH HEIGHT A EXT.(+) INT.(-) EXL(+)I INT.(-) EXT.(+) INT.(-) 26-1/2" 3 90.0 140.0 90.0 90.0 74.0 74.0 74' 11 90.0 140.0 90.0 90.0 74.0 74.0 74' 10 90.0 140.0 90.0 90.0 74.0 74.0 Q 37' 26' 5 90.0 140.0 90.0 90.0 74.0 74.0 106-1/4' �3) 14 90.0 140.0 90.0 90.0 74.0 74.0 106-1/4" (3) 13 90.0 140.0 90.0 90.0 74.0 74.0 a 0. 53-1/6" (3) 6 90.0 140.0 90.0 90.0 74.0 74.0 111" 14 90.0 140.0 90.0 90.0 74.0 74.0 1 711" 13 90.0 140.0 90.0 90.0 74.0 74.0 Q O ON v v 74' B 90.0 140.0 90.0 90.0 74.0 74.0 74' 11 90.0 140.0 90.0 9010 74,0 74.0 74' t0 90.0 140.0 90.0 90.0 74.0 74.0 (V 26-1/2" 3 90.0 140.0 90.0 90,0 74.0 74.0 106-1/4" 38-3/8' 14 80.0 134.3 90,0 90.0 74.0 74.0 106^1/4" 38-3/8. 13 90.0 131.7 9010 90.0 74.0 74.0 p 37" 38-3/8' 5 90.0 140.0 90.0 90.0 74.0 74.0 117" (4) 14 90.0 139.1 90.0 90.0 74.0 74.0 111' (4) 13 90.0 136.9 90.0 90.0 74.0 74.0 n 53-1/8" (4) 6 80.0 140.0 90.0 90.0 74.0 74.0 74' 11 90.0 131.2 90.0 90.0 74.0 74.0 7410 90.0 123.3 90.0 90.0 74.0 74.0 V puI•i 74" 9 90.0 140.0 90.0 9010 74.0 74.0 106-1/4" 50(8;8' 14 90.0 106.6 - - 74.0 74.0 106-1/4" 50-5/8.( 13 90.0 102.4 90.0 90.0 - - Q'w Q Q 26-1/2" 3 90.0 140.0 90.0 90.0 74.0 74.0 111' 14 90.0 110.8 - - 74.0 74.0 Ill' 13 90.0 106.5 80.0 90.0 - - 0 07 K -37' 50-5/8"-,. 5 90.0 140.0 90.0 90.0 174.0_---7.4.0-. 74" 11 90.0 tIO.O 90.0 90.0 74.0 74.0 74' 10 90.0 104.9 90.0 80.0 69.2 69.2 O 163 1 �(5)-^^ 6 90.0 140,0 9D.0 9D.0 17-4.Q ,74.0 106-1/4' 63' 14 86.9 86.9 - - 74.0 74.0 106-1/4" 63' 13 87.0 87.0 87.0 87.0 - 74" 9 90.0 124.4 90.0 90.0 74.0 74.0 111' (8) 14 84.9 84.9 - - - - 111" (8) 13 05.6 85.6 85.6 85.6 - 26-1/2" 3 90.0 140.0 90.0 90.0 74.0 74.0 72' 17 9010 140.0 90.0 90.0 74.0 74.0 72" 10 90.0 140.0 90.0 90.0 74.0 74.0 a 622 37' 63" 5 90.0 137.3 90.0 9010 74.0 74.0 84" 11 90.0 140.0 90.0 90.0 74.0 74.0 84' 10 90.0 140.0 90.0 90.0 74.0 74.0 53-1/8" (6) 6 90.0 104.3 90.0 90.0 74,0 74.0 96" 22) 11 90.0 140.0 90.0 80.0 74.0 74.0 96' 24" 13 90.0 140.0 90.0 90.0 74.0 74.0 O 74' 9 84.9 04.9 04.9 84.9 74.0 74.0 108' (2) 14 90.0 140.0 90.0 90.0 74.0 74.0 108' (2) 14 90.0 140.0 90.0 90.0 74.0 74.0 24' 3 90.0 140.0 90.0 90.0 74.0 74.0 111" 14 90.0 140.0 90.0 90.0 74.0 74.0 111' 14 90.0, 140.0 90.0 90.0 74.0 74.0 J 36' 5 90.0 140,0 90.0 90.0 74.0 74.0 72" 11 80.0 140.0 90.0 904 74.0 74.0 72" 10 90.0 140.0 90.0 90.0 74.0 74.0 N J m 48" 24' 7 90.0 140.0 90.0 90.0 74.0 74.0 84" 11 90.0 140.0 90.0 9D.0 74.0 74.0 84" 10 90.0 140.0 90.0 90.0 74.0 74.0 60' (3) 7 90.0 140.0 90.0 90,0 74.0 74.0 96" 36" 11 90.0 140.0 90.0 90.0 74.0 74.0 96' 36' 13 80.0 140.0 90.0 90.0 74.0 74.0 o p 72' 9 90.0 140.0 90.0 90.0 74.0 74.0 108" (3) 14 90.0 140.0 90.0 90,0 74.D 74.0 105' (3) 14 90.0 140.0 80.0 90.0 74.0 74.0cz 24" 3 90.0 140.0 90.0 90.0 74.0 74.0 111' 14 90.0 140.0 90.0 90.0 74.0 74.0 111' 14 90.0 140.0 9D.0 90.0 74.0 74.0 O 36" 5 90.0 140.0 90.0 904 74.0 74.0 72" l l 90.0 140.0 90.0 80.0 74.0 74.0 72" 70 90.0 133.5 80.0 90.0 74.0_ 74.0 Z Q to �. 36'(4) 7 90.0 140.0 90.0 90.0 74.0 74.0 84" 71 9D.0 132.6 90.0 90.0 74.0 74.0 84' 10 90.0 125.9 90.0 90.0 74.0 74.0 60" (4) 7 90.0 140.0 90.0 90.0 74.0 74.0 96' 48 11 90.0 125.3 90.0 90.0 74.0 7410 96' 44) 13 90.0 1204 90.0 90.0 74.0 74.0 N V~'M a 72' 9 90.0 140.0 90.0 90.0 74.0 74.0 too" 14 90.0 119.4 - - 74.0 74.0 too, 14 90.0 115.2 90.0 90.0 - - 2i 3 n 1 O Ii O 3 24' 3 90.0 140.0 90.0 90.0 74.0 74.0 111' 14 90.0 115.7 - - 74.0 74.0 Ill" 14 90.0 111.9 90.0 90.0 - - Z 36' 5 90.0 140.0 90.0 90.0 74.0 74.0 72" 11 90.0 116.0 90.0 90.0 74.0 74.0 72" 10 90.0 108.0 90,0 90.0 74.0 74.0 O n �. 4B' 7 80.0 140.0 90.0 80.0 74.0 74.0 84' 11 90.0 108.1 80.0 90.0 74.0 74.0 84' 10 90.0 102.7 90.0 90.0 - - d M S . 60". (5) 7 90.0 129.6 90.0 90.0 74.0 74.0 96" 60" 11 90.0 99.5 - - 74.0 74.0 96' 6U' 13 90.0 973 90.0 90.0 - - Q 00 m 72" 9 90.0 120.3 90.0 90.0 74.0 74.0 108" (5) 14 90.0 93.3 - 74,0 74.0 108" (5) 14 90.0 93.8 90.0 90.0 - - O 24' 3 90.0 140.0 90.0 80.0 74.0 74.0 111' 14 90.0 92.0 - - 74.0 74.0 I11" 14 90.0 91.1 90.0 90.0 - - 367 5 90.0 131.5 90.0 80.0 74.0 74.0 72" 11 90.0 _116.7 80.0 90.0 74.0 74.0 7Y 10 90.0 111.4 80.0 90.0 73.8 73.8 st �, 60'(6) 7 90.0 118.2 90.0 90,0 74.0 74.0 84" 11 90.0 104.8 - - 74.0 74.0 84' 10 90.0 101.7 90.0 90.0 (6) 61-1/4• 61-1/4" S 60' 7 90.0 103.4 90.0 90.0 74.0 74.0 96' 11 90.0 96.3 - - 74.0 74.0 96' - 13, 90.0 95.2 90.0 90.0 - - 72'- - 9 9D.0- 93.3 80.0= -90.0--7d.0- -74.0- --108" (5) -14 90.0- 90.2- - ---- -74.0 _74.0 _ _108' (5) __ 14 90.0 91.0 9D.0 90.0 A= N0. OF ANCHORS PER HEAD & SILL 111" 14 BH.9 06.9 - - 74.0 74.0 111' 14 90.0 90.2 90.0 90.0 - - ( ) a NO. OF ANCHORS PER JAMB A - NO. OF ANCHORS PER HEAD &SILL A - NO. OF ANCHORS PER HEAD & SILL qg () - NO. OF ANCHORS PER JAMB ( ) - NO. OF ANCHORS PER JAMB °� 3 (1/3w) (I/3W) (1/3w) (1/4W) (1/2W) (1/4w) o o "e 41 -v % -- f `Y� Ertgr:.IAVAD AHMAD •4 LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS .�l 'XO OR OX' OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH C E�y5705 3892 PRODUCT REVISED g 'XOX' 'XOX;:complying with 1h0 Florida v 4i NOTE: DufI&q Code h GLASS CAPACITIES ON THIS SHEET ARE ncccpinnceNu) -O 3 .0 �A L X16 drawing no. E pinmion Dale BASED ON ASTM E1300-09 (3 SEC. GUSTS) W03-104 AND FLORIDA BUILDING COMMISSION Dy DECLARATORY STATEMENT DCA05-DEC-219 Miami o Product trp sheet 3 of 7 TYPICAL ANCHORS METAL SEE ELEV. STRUCTURE 18Y OR 28Y FOR SPACING TYPICAL ANCHORS a I WOOD BUCK "RA APPROVED MULLION ;.: '• •' •a IST. MULLION ANCHORS Z ee•. s N °EDG DIST.-• 1 - .r° ° EDGE DIST. chi 16 25 O 1 3 V u w x gaoQ 9 I �I it ....1!i 17 Fl 15 4 TYPICAL ANCHORS' TYPICAL ANCHORS vy��O 1 !i li i� I� SEE ELEV. SEE ELEV. 1Y51 2 a 9 25 25 FOR SPACING FOR SPACING Z II jl B WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS �1 f 1 r• MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM FIX.VENT MOV.VENT O it II , AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANTS: TYPICAL ANCHORS; SEE ELEV.FOR SPACING z v FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL I" DIA`-MLTRACON BY 'EL'0' (6-177 KSI, Fy-155 RSI) SEALED WITH WHITE/ALUMINUM COLORED SEALANT. 1 iii d i u THRU 18Y OR 26Y BUCKS INTO CONC. OR MASONRY d 0 $ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) p WEEPHOLES: 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) o a I !I L W1 1-5/8" X 1/4" WEEPHOLES AT 12" FROM EACH END DIRECTLY INTO CONC. OR MASONRY W _ WITH PLASTIC BAFFLE 2" MIN. EMBED INTO CONCRETE (HEAD/SILL) s M y ` ii ii W2 = 3/4" X 5/8" WEEPHOLE AT EACH END 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) M N W ji ii W3 = 1-1/4" X 1/4" WEEPHOLES AT 16-1/2" FROM EACH END , 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) c Z 3 ji ii INTO METAL STRUCTURESit li 3 z ' 39 STEEL 1/8" THK. MIN. (Fy - 36 KSI MIN.) I 0.t.�j ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) Q roe (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1i it I r i I t q19 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) I I• FIX.VENT MOV.VENT 17 it li ii ii INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") 9A Iii ii ii 9 (NO SHIM SPACE) QQ B"�, i! i! 11 - 25 - - - 25 -- --TYPICAL EDGE DISTANCE_ 24 4 INTO CONCRETE AND MASONRY - 2-1/2" MIN, �J INTO WOOD STRUCTURE - 1" MIN, �3 W3 4 INTO METAL STRUCTURE - 3/4" MIN. - - - -- -- -- — - - . - _ _ -_ —"------- -_WOOD-AT-HEAD.-SILL-OR=JAMBS-SO-x.0.55_MI :-_---_ _----- CONCRETE AT HEAD. SILL OR JAMBS Pc - 3000-PSI MIN. - n 8$o - © D C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN, o e n$B^y¢1 N u & 22 C< m U O w W1 En9r.UAVAD,AHMAD m ISED CML PRODUCT REV3 FIA PED 70592 as complYindwith the Florida 3 • e• CAN.O 8ulldingCode '"Igo 02 •• •. . 'ENE �IST.e - A"01=040rwig o a Mtc SEE ELEV. Browing no. • 9 TYPICAL ANCHORS 20Y6 By ° Mi i de roducl ^.I•f ,..,•�'.. I °°. •Z 'e W2 FOR SPACING •P WO3-1 O4 EDGE GIST. J sheet 4 of 7 tj 0 1 4 Ile mkx. Ile . SHIMLmVENT WIDTH VENT WIDTH SHIMS F D L OPO. D.L.OPG. as 14 TYPICAL ANCHORS Q SEE ELEV.7-1-1 FOR SPACING ............. .......... METAL 21 ............ STRUCTURE to . ........... L6 Q VENT WIDTH MLAMI-DARE COUNTY APPROVED MULLION EXTERIOR &MULLION ANCHORS I WINDOW WIDTH 2 08 TYPICAL ANCHORS TYPICAL ANCHORS XQX LAYOUTJSEE ELEV. FOR SPACING C3 SEE ELEV. FOR SPACING 0 C3. CL VENT WIDTH 1/4!'MAX. 1/4'SHIM SHIMS MAX, D.L.OPG. WIN. -WIDTH s �2BVY WOOD BUCK r............. ..�WINDOW 12 UCTU W D WOODZSTRUCTU RE E.-. TYPICAL ANCHORS SEE ELEV. 1 2 1........... w A: Engn JAVAD AHMAD' PRODUcrREVISED 22 5 F CIVIL ra complying with the Find& .-- TYPICAL Q0592 - TYPICAL ANCHORS 3. BLIlding 01` SEE ELEV. 1BY A mpla— FOR on Dal. SPACING WOOD BUCKS VENT WIDTH EXTERIOR .6y . WINDOW WIDTH 16 Mian' do Fro&cl ConUDf fdrawing no. J4 W03-104 XX3(X LAYOUT sheet 5 of 7 ,.434 ITEM PART 0 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS r d 3.786 t YE-1600 1 FRAME HEAD � 6063-T8 - ° 2 YE-1601 1 FRAME 50.L 6063-T8 - nn .062 2A YE-1608A 1 ALT. FRAME SILL 60153-18 - .082 1.468 3 YE-1602 1 FRAME JAMB 6063-T6 - 1.123 4 YE-1605 1 SILL TRACK INSERT 6083-T6 - 1.970 1.470 5 YE-1603 1/VENT FIXED RAIL 6063-T8 - d 6 YE-1704 1/VENT VENT MEETING RAIL 6083-TG - D N v - VENT TOP/BDTTOM RAIL 7 YE-,604 1/VENT JAMB SntF 6063-TS - O (IAM.GLASS) B YE-1707 AS READ. GLAZING BEAD(LAM.GLASS) 6063-75 - ^�D �7 3.287 BA AWP-YE-1817 AS READ. GLAZING BEAD(INSUL LAM.GLASS) 6063-T6 - V top 1.4J4 9 YE-1706 2/VENT TOP AND BOTTOM RAIL(LAM.GLASS) 6083 T8 - VVV a 0 FRAME HEAD Dsz 9A YE-17OGR 2/VENT TOP AND BOTTOM RAIL(INSUL.LAM,CLASS) 6063-Te - a Q 10 - AS READ. SETTING BLOCKS EPOM OUROMETER 8015 SHORE A 4 3.786{ � 11 YH-1605 2/VENT BRASS ROLLERS IN NYLON HOUSING,AT 2-1/4'FROM EACH END - AWP.FASTENED W/(3)®6 X 1/4'PH SMS ��Q Z O 1.480 12 YH-7,5 2/VENT VENT LATCH ZAMAK AT 10-1/2'FROM TOP AND BOTTOM Q fat N LL g 1.123 13 YF-14 2/LATCH VENT LATCH SCREWS - (2)910 X 3/4'ON SMS $ L' .062 14 YH-822 AS READ. BULB WSTRIPPING,DUROMETER 75f5 SHORE A VINYL SULUVM&SULLIVAN Q 18 YH-602 AS READ. RN SEAL W'STRIPPING - ULTRAFAB VENT TOP/BOTTOM RAIL is YF-10 AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS 08 X i.P.H.SMS 9A (INSUL LAM.GLASS) 17 YH-1602 2/VENT 70P GUIDE VINYL AWP ' 3.036(YE-1601) 18 YH-1603 2/VENT BOTTOM GUIDE STEEL AWP V J.640(YE-1608A) J.SJB 1.624 19 YF-71 2/GUIDE GUIDE SCREWS SMS r24 Y4,-1801 1/WEEP OPEN CELL FOAM PAD(1'X 1'X 3/4' - AWP Uj 7- YH-1604 - OPEN CELL FOAM PAD(1-1/4'X 1/4'X 1-3/4) = AWP K� M YH-1606 2 WEEPHOLE COVERS AWP 1.340 W-1 002 AS READ. FIXED VENT CUP 6063-75 AWPLd L YH-1603 AS READ. MOV.VENT GUIDE 6063-75 AWP Q L YF-71 A9 REQD. GUIDE SCREWS CRB 815% 1'P.H.SMS3.266 .062 YN-1622 AS READ. GLAZING GASKET,DUROMETER 7015 SHORE A VINYL - V) N 2.685 C3 Em Q FRAME SILL $ Z 0 JAMB STILE a. M§R -^{ �^-•.314 e I I2.000 �- o 70E 062 .126- ,25 F- .125 ,.497 .062 2.583 -- _ -- -- - 1.750- --.- - - .- 1.750 - 4 SILL TRACK 1.461 1.340 II II� ca II b.950d -- _---- -- ----- --- - - 3 --- o .939 - - - -- --- ---------_- .. _. - Q MEETING RAIL FlXED VENT CLIP a MOV. VENT GUIDE N 23 a o $ .062 2.273 3.348 .841-x{ �I p-.7J0 ---7Engr.JAVAD AHM4D PRODUCTg widt D 1.6111 ' 045 .045 1.045 FIA. G 70592 Build'6 CoddWLha pimlda I 1.J39 I.050 CA(7 3538 Aeecplanee Ex imuon D'We .789 0623.334 '375 .88) ;Hij3yemi ado ne oclCon1.388 dr°wmg no. ® W03-104 Q FRAME JAMB Q FIXED MTG. RAIL GLAZING BEAD (LAM. GLASS) GLAZING BEAD (INSUL. LAM. GLASS) sheet-6 -f 7 I' I 0 a 0 I I �I s All O 07 go 2s� �p " a date 11_1e-o3 revisions:• SMB- NPAOT y�8y AIM 1W SLIDING WDW. AL-FAROOQ CORPORATION a m O o no a e escn ion ENGINEERS&PRODUCT DEVELOPMENT %= W f xals 1�z• 1- a of as REv TER ecce eolmEEtns AWP WINDOWS AND DOORS, LLC f e DIn0t1 IIPMTm FOR 12007,ec 9360SUNSETDmE.SURET20 `1 I 8130 N.W. 74TH AVE. MUMI,FLORIDA 33173 C T ar.6y wwio c w.orto 1/Wff HAVE RVASM MEDLEY. FL. 33166 TELC305)2648100 FAX.(30672626878 'o dic by o 1233.77 MORW.KWE,REVISED TEI. (305) 887-2646 FAX (305) 883-1308 COMP—ANL\W03-104YO .A E 10�D.73 I GENER4L REVISION i i MIAMI-DARE a MIAMI--DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) ;11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(78§)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.toy/economy EA- YR-Windows-and-Doors 8130-NW`�4'�Avenue - Medley,FL 33166 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: Clip-peal,,-Ex rid_Aluminum ubube- yI [ullion:—L.-4 APPROVAL DOCUMENT:Drawing No. M95-06A,titled"Aluminum Tube Mullions", sheets 1 through 6 of 6, dated 11/20/95, with revision G dated 08/28/15, prepared by At-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control 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 label with the manufacturer's name or logo, city, state, 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 rernoSal 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 and renews NOA No. 11-1213.07 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA.No. 15-081.8.046, MIAMI•DADE COUNTY xpEtira on Date.-December-24 1' Appriaval Date: February 25,2016 / Page 1 I AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'T'TED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 11-1213.07, 02-0227.01 and.95 0515.09) 2. Drawing No. M95-06A, titled "Aluminum Tube Muilions",,'sheets 1 through 6 of 6, dated 11/20/95, with revision G, dated 08128/15, prepared by Al-Farooq Corporation,. signed and sealed by Javad Ahmad,P.E. B. TESTS 1. 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 2 mulled fixed frame windows, 0-0 configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6600, dated 08/30/11, signed and sealed by.Marlin D.Brinson,P.E. (Submitted under previous NOA No. 11 1213.07) 2. 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 3 mulled fixed frame windows, 0-010 configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3284, dated 02101/02, signed and 1sealed by Luis Antonio Figueredo,P.E. (Submitted under NOA No. 02-0227.01) 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1297, dated 09/21/95, signed and sealed by Yamil Gerardo Kiwi, P.E. (Submitted under NOA No. 95-0515.09) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014),prepared by Al-Farooq Corporation, dated 10/08/15, signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. i Manuel e ,P.E. Product Contr Ex finer NOA No. - 818.06 Expiration Date: December 24,2021 Approval Date: February 25,2016 E-1 I, i ,i AWP Windows and Doors.LLC ;I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS - 1. Statement letter of conformance, complying with FBC 51h Edition (2014), and of no financial interest, dated October 2, 2015, issued by Al!Faroog,'Corporation, signed and sealed by Javad Ahmad,P.E. is 2. Asset purchase agreement dated 03120114, signed by Mr. Paul Schmitz, Chief Executive Officer and President, Trulite Intermediate Holding, LLC and Mr. Tim Morris, Jr.,President and C.F.O.,AWP Windows andjDoors,ILC. 3. Letter from owners of existing NOA stating that they have sold all assets to the applicant,that they no longer manufacture the product and relinquish their rights to the current NOA No. 11-1213.07, dated 04/20/15, signed by Mr. Kevin Barrett, Chief Financial Officer,AWP Windows and Doors,LLC. 4. Statement letter for Name Change Request dated 04%20/15, issued by AWP Windows and Doors, LLC, signed by Gerardo Beros,Director of Engineering. 5. Laboratory compliance letters for Test Report No. FTI..-6600, dated 08/30/11, issued by Fenestration Testing Laboratory, Inc., both signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-1213.07) 6. Laboratory compliance letters for Test Report No. FTL-3284, dated 02/01/02, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Luis Antonio Figueredo,P.E. (Submitted tinder NOA No. 02-0227.01) 7. Laboratory compliance letters for Test Report No. FTL-1297, dated 09/21/95, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under NOA No. 95-0515.09) G. OTHERS 1. Notice of Acceptance No. 11-1213.07, issued to Tralite Window & Door Solutions, LLC for thea Clipped, Extruded Aluminum Tube;'Mullion — L.M .I., approved on 02/02/12 and expiring on 12/24/16. I Manuel G-R)18.06 P.E. Product Controliner NOA No. Expiration Date: December 24,2021 Approval Date: February 25,2016 E-2 .750 1.625 1,718—P N pJ � t r Z •� 3 2,255 2.250 TYPICAL GLAZING PRODUCT I �O 25 25 a oR 4.000 "` Fo�' I`L ot —� 1.719 4.000 -d 1.266 4.000 a o 1.000 Q- TYPICAL MULLION CLIP--LYE-65) (6067-T6) MULLION CLIP (6063-Ts) g o 0� o WINDOW FRAME (ALT.TO ANGLES) (ALT.TO ANGLES) Q W 3o CLIP LENGTHS MUST BE CUT TO FIT SNUG CLIP LENGTHS MUST BE CUT TO FIT SNUG LL y N f INTO TUBE.MULLIONS. INTO TUBE MULLIONS. a Z p1 6.000 I 728 IL f� y2.000 3,000 4.000 -"I. If I I J ALL TUBE MULLIONS TO BE ALLOY 6063-T6. z J m 2.000 .125 .125- z m 1.613 1.613 O n MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS o HORIZONTAL OR VERTICAL w o SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING On <"'o MULLION CLIP(6063-T5) MULLION CLIP (6063-T5) r M e CUP LENGTHS MUST BE CUT TO FR SNUG CUP LENGTHS MUST BE CUT TO FIT SNUG n J n INTO TUBE MULLIONS. INTO TUBE MULLIONS. :3m (NO SIDE FASTENERS REOD.) (NO SIDE FASTENERS REOD.) Z 0 =j O J v < W M� •125 Q m� O 2.000 RECTANGULAR ALUMINUM TUBE- MULLIONS - - — -- -- — _ - _ - _ - - __ ---_ _ _ - - .-__ _ __ _ _ _°Q R" 2.000 USING MULLION PROPERTIES ONLY ANGLE CLIP NOTES; (6083-TS) MULLION SYSTEM Iu S S ----`-THIS-PRODUCT=HAS-BEEN-DESIGNEOraND TESTED.70_COMPIY=WITH_THES RATED FOR LARGE MISSILE IMPACT.. -_---_AND_CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED REQUIREMENTS-OF THE-FLORIDA BUILDING CODE INCLUDING HIGH-VELOCITY IMPACT.=AND.-NON=IMPACT-RESISTANT-PRODUCTS— HURRICANE ZONE(HVHZ). � - - ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE HO .5 APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER ,I INSTRUCTIONS: 0 0 INFILTRATION, FORCED ENTRY RESISTANCE,SAFEGUARDS ETC. - - - -- - O o o w w u USE CHARTS AND GRAPHS AS-FOLLOWS. '- - WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,EMBEDMENT FOR PARTICULAR OPENING. PRODUC1'ILBVISBD Engr;dAVAO AHMAD o o TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC.). STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD os complympAih(Uc Florida L REQUIREMENTS. Building Cads O G FLA.P A 7092 ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT Acccplao'a - S�n�� V CAN S5-5 - ,• a a ARE NOT PART OF THIS APPROVAL. APPROVAL. Ex 1?SM95-0BA Date U S A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �p15 a o USING CHARTS ON SHEET 2 SELECT MULLION SIZE WITH By QC� MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED idemDade Product Co rcl CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS IN STEP 1 ABOVE. drowing no. OF THE FLORIDA BLDG,CODE. USING ANCHOR TYPES ON SHEET 4 THRU 6 AND ANCHOR CHA MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION STP ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. Sh08t1 O( 6 DESIGN LOAD CAPACITY - PSF(TUBE hlULL10NS) DESIGN LOAD CAPACITY - PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF(TUBE MULLIONS) �u o WINDOW DIS(S. 1 X 9 1 X 3X 4 2 X 4 2 X 8 WINDOW DIMS. 1 X 2 1 X 3 1 X 4 2 X 4 2 X 0 WINDOW DIMS. 1 % 2 1 X 3 1 X 4 2 X 4 2 X 8 VERTICAL N WIDTH (W)MULL SPAN STD. STD. WD39 STD. STD. WIDTH (W) MULL SPAN STD. STD. STD. STD. STD. WIDTH(W) MULL SPAN STD. STD. STD. STP. STD. _VERTICAL � 19-1/8' 140.0 140.0 140.0 140.0 140.0 19-1/8" - 51.5 _1_10.4 140.0 140.0 19-1/8" - - 28.5 41.6 115.6 0 - '--- - GLAZING GLAZING :37d 0 IA 0 26-I/2" 136.2- 140.0 140.0 140.0 140.0 26-1/2' 37.2 _79.7 116.4 140.0 26-1/2" - - 20.5 30.0 83.4 PRODUCT PRODUCT -'a 30" 120.3 140.0 _140.0 140.0 140.0 30" 32.8 70.4 102.8 140.0 30' - - - 26.5 _73.7 37" 97.6 740.0 140.0 140.0 140.0 37" 26.6 57.1 83.4 140.0 37" - - _ - 21.5 59.8 fG� 42" 85.9 140.0 140.0 140.0 140.0 42" 23.4 50.3 73.5 140.0 42• - - - 52.6 Q 48" 38-3/8" _75.2 140.0 140.0 140.0 140.0 48' Bp• - 20.5 44.0 64.3 140.0_ 48' 132' - - - 46.1 13 53-1/8" 67.9 139.8._ 140.0 140.0_ 140.0 53-1/8' _ - - - 39.7_ 58.1 127.2 53-1/8" - - - - 41.6 Wl W2 4 't 60" 60.2 123.8 140.0 140.0 140.0 60" - - 35.2 51.4 _ 112,6 60' - - - - _ 36.8 G7 '11 66" 54.7 112.5 _140.0 140.0 140.0 66" - - 32.0 46.7 102.4 66' - - - - _33.5 ARCHES TO BE INSCRIBED Q _ INSIDE RECTANGULAR SHAPE a IL it 72" 50.1 103.2 140.0 140.0 140.0 72" --_ 29.3 42.8 93.8 72' - - - __ _30.7 d Q q HORIZONTAL MULLION 74" 48.8 100.4 140.0 140.0 140.0 74" - - 28.5 41.7 91.3 74" - - - 29.9 N�OD Ix q N 19-1/8' _82.2 140.0 140,0 140.0 140.0 19-1/8" - 34.5 74,0 108.1 140.0 19-1/8• - - 21.9 _32.0 89.0 /GLAZING a w 0 26-1/2" 59.3 140.0 140.0 140.0 140.0- 26-1/2' - 24.9 53_,4 7&0 140,0 26-1/2' - - - 23.1 64.3 �!� PRODUCT �� {L 2In 30" 52.4_ 140.0 140.0 140.0 140.0 30" - 22.0 47.2 68.9 140.0 30' -_ - - 20.4 56.8 a W ty 37' 42.5- 115.3 140.0 140.0 140.0 37' - - 3B.2 _55.9 139,8 37' - - - 46.0 1- 42" 37.4 101.6 140.0 140.0 140.0 42' _-_ - 33.7 49.2_ 123.2 42' - - - 40.5 �-_----� 48" 50-5/8' 32.8 88.9_ 140.0 140.0 140.0 48' g5" _ _ - 29.5 43.1 107.8 48' 144• - - _- - 35.5 3 $_ 53-1/8" 29.6 80.3 129.3 140.0 140.0 53-1/8' - - 26.6 38.9 97.4 53-1/8" - - - - 32.1 GLAZING GLAZING U PRODUCT PRODUCT to J 1 60" 26.2 71,1 114.5 140.0 140.0 60" - _-_ 23.6 34.4 86.2__ 60" - - _ - - 28.4 Z J 66" 23.8 64.7 104.1 140.0 140.0_ 86" - -__ 21.4 31.3 78.4 66' - - - - 25.8 ut 72" 21.8 59.J 95.4 139.3 140.0 72' - _ of - 28.7 71.8 72' - - - -_ 23.7 I J O v 74" 21.2 57.7 92.8 135.6 140.0~ 74" - - - 27.9 69.9 74• - - - _ _ P3,p MULLION SPAN I 0 O 19-1/B' _427 122,1 140.0 _140.0 140.0 19-1/8^ - 24.2 51.9 75.9 140.0 TYPICAL MULLION ARRANGEMENTS 26-1/2" 30.8_ 88,1 140.0 140.0 140.0 26-1/2' - - 37.5 54.8 140.0 --- m Z Q'D JO" 27.2 77.8 140.0 140.0 140.0 30' - - 33.1 48.4 134.5 W1 + W2 Q M 37" 22.0 63.1 .:9:6 140.0 140.0 37" - - 26.9 39.2 109.1 WIDTH (W) _ - F- � 42" - 55.6 105.6 Id0.0 140.0_ 42" - - 23.7 34,6 96.1 Z 0 m 48" 63: _ - 4B.6 92.4 _ 135.0 140.0 48' 108" - - 20.7 30.2 84.1 Z_3 ZWy N 53-1/8" 43.9 83.5 121.9 140.0 53-1/8' - - 27.3 76.0 J 3 O J 60" - 38.9 73.9 108.0 140.0 60" - - - 24.2 67.3 Q d 0 13 v 66" - 35.4 67.2 98.2 140.0 66" - - - 22.0 61.2 La a Do M 72" - 32.4 61.6 90.0 140.0 72" - - - 20.2 56.1 74" - 31.5 60.0 87.5 140.0 74' _ - - - 54.5 19-1/8" 26.1 74.6 _1_40.0 140.0 140.0 19-1/8' - - 37.9 55.3 140.0 3 26-1/2' - 53.8 115.4 140.0 140.0 26-1/2" - - 27.3 39.9 111.0 f3 pis 30" - 47,5 101.9 140,0 140.0 30" - - 24.1 _35.3 98.1 o z o -- o c 37" ..- -. � - -38:5 82:6 720.7 1"40.0 ___37._ __ - ___ _ _ _ _28.6__ _79.5 - -__ __ __ _ -_ _- - - _ - _ _ __ _ o E!, R R 42' - _33.0 72.8 108.4 140.0 42" _ _ - - 25.2 _70.1 - qq a 12 12 - O K 48" 1 74-1/4 - 29.7 63.7 93.1 140.0 48' 120' - - - 22.0 61.3 0 s0 53-1/8" - 26.8 57.6 84.1 140.0 53-1/8g" - - - - 55.4 = 23.8_ -_ _74:4- 440.0_._-__60"-_ -___._._ __ - _ _ - 49.0- _ x 66" - 21.6 46.3 67.7 131.0 66" - - _ _ 44.6 _ - - _ 72' - - 42.5 62.0 120.1 72" - - - - 40.9 _.74" - - 41.J 60.4 116.9 74" - - 39.8 - 1 X 2 STD.-TUBE 1 X 3 STD. TUBE I X 4 STD. TUBE _2 X 4 STD. TUBE 2 X 6 STD. TUBE c o o m LL u Ix W-4 SX IN-3 lx IN-4 TSIN-3 Ix IN-4 SX IN-3 Ix W"4 3x IN-3 Ix IN-4 Sx IN-3 .332 .J32 .950 .633F-27037-1 1.019 1 2.976 11.488 j 1 8.276 1 2.758 m Eugr,JAVAO AHMAD H c NOTE: CML 3 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCT REVISED 4OAN. _ 3 os com 11 Ing vvilh We Florida VERTICALLY OR HORIZONTALLY. I> _ Q88 O6a 5Buildhircod0• u(INTERPOLATION BETWEEN WIDTHS ALLOWED) Acccptmtcc NOGp icati0Date 202 15 O MULLIONS aruWiny no., By M95-06A Ivllan) udOPmduct Contr sheet 2 of 6 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE N WIDTH (W)IMULL SPAN A2 "4-.L jAA2 AA4 AAA21 AAA4 B2 D4 WIDTH (W)MULL SPAN A2 A4 I AA2 AA4 AAA2 AAA4 B2 B4 WIDTH(W) MULL SPAN A2 A4 I AA2 I AA4 AAA21 AAA4 B2 B4 -- l-'J 19 1/8' 140.0 140.0 97.3 140.0 140.0 140.0 140.0 140.0 19 1/8" 72.4 _140.0 44.5 88.9_ 114.0 140.0 140.0 140.0 19 1/8" 46.1 92.2 20.3 56.6 72.8 140.0_ 89.2 140.0 Z 26 1/2" 114.4 140.0 70.2 140.0 140.0 140.0 140.0 140.0 26 1/2" 52.3 104.5 J2.1 64.2 82.3 140.0 101.2 140.0 26 1/2' 33.3 66.5 20.4 40.8 52,4 104.7 64,4 128.8 O 5 �� _. _.__. ..__.._ 30" 101.1 140.0 62.0 124.1 140.0 140.0 140.0 140.0 JO" 46.2 92.3 28.3 56.7 72.7 140,0 89.4 140.0 30' 29.4 _58.8 - 36.1 46.3 92,5 56,9_ 113.7 )' n 37` 81.9 140.0 50.3 100.6 129.0 140.0 140.0 140.0 37" 37.4 74.9 23.0 46.0 58.9 117.9 72.5 140.0 37` 23.8 47.6 29.2 37.5 75.0 46.1 92.2 42" 72,2 140.0 44.3 88.6 113.6 140.0 139.7 140.0 42" 33.0 _66.0 20.2 -_40.5 51.9 103.6 63.8 127.7 42" 21.0 42.0 _ 25.8 33.0 66.1 40.6 81.2_ 48" 38 3/8' 63.2 126.3 38.8 77.6 99.4 140.0 122,3 140.0 4B' 84' 28.9 57.7 - 35.4 _45.4 90.9 55.9 111.7 48" 132' - 36.7 22.5 28.9 57,8 35.5 71.1 1% 0.'0 54' 57.1 114,1 35.0 70.1 89.8 140.0 110.5 140.0 54" 26.1 52.1 - 32.0 41.0 82.1 50.5 100.9 54" 33,2 - _20.4 26.1 52.2 32.1 64.2 F. V 60' 50.5 101.1 31.0 62.0 79.6 140.0 979 140.0 60" 23.1 46.2 -_ 28.3 36.3 72.7 44.7 89.4 60" - _29.4 - - _23.1 48.3 28,4 56,9 (� 0 66° 45.9 91.9 28.2 56.4 7_2.3 140.0 88.9 140.0 66" 21._0 42.0 - 25.8 33.0 68.1 40.6 81.2 66' - 26.7 - - 21.0 M12.0 25.9 _51.7 O1&W °o 72' 42.1 84.2 25,9 51.7 66.3_ 132.6 81,5 140.0 72° - 38.5 - 23.6 30.3 60.6 37.2 74.5 72' - 24.5 - - - 38.6 23.7 47.4 O tL Q G 74" 41.0 81.9 25.2 50.3 84.5 129.0 79.J 140.0 74' - 37.4 - 23.0 29.5 58.9 36.2 72.5 74" - 23.8 - - -37.5 23.1 46.1 O W X 19 1/8' 120.2 140.0 73.8 140.0 140.0 140.0 140.0 140.0 19 1/B' 63.4 126.7 38.9 77.8 _99.8 140.0 122.7 140.0 19 1/8' 42.2 84.5 25.9 51.9 66.5 133.0 81.8 140,0 Q 3 LL AAS. 26 1/2" 86.7 140.0 53.2- 106.5 136.5 140.0 140,0 140.0 26 1/2" 45.7 91.5 28.1_ 56.2 72.0 140.0 8B.5 140.0 26 1/2" 30.5_ 61.0 - 37.4 48.0 96.0 59.0 118.0 LL ZN 30' 76.6 140._0 47.0 94.1 120.6 140.0 140.0 140.0 30" 40.4 80.8 24.8_ 49.6 63.6 127.2 78.2 140.0 30" 26.9 53,9 - 33.1 42.4 84.8 52.1 104.3 Q z 37" 62.1 124.2^ 38.1 76.3 97.8 140.0 120.2 140.0 37" 32.8 65.5 20.1 _40.2 51.6 103.1 6J.4 126.8 37" 21.8 43.7 - 26.8 .34.4 68.8 42.3 84.5 In 42" 54.7 109.4 _33.8 67.2 86.1 140.0 105.9 140.0 42" 28.0 57.7 35.4 45.4 90.9 55.9 111.7 42" - 38.5 - 23.6 30.3 60.6 37.2 74.5 48" 50 5/8" 47.9 95,8 29.4 58.8 75.4 140.0 92.7 140.0 48' 96" 25.J 50.5 - 31.0 J9.8 79.5 48.9 97.8 46" 144' - 33.7 - 20.7 26.5 53.0 32.6 65.2 $' n 54" 43.3 86.5 26.6 53.1 68.1 1J6.2 83.7 140,11 54` 22.8 45.6 - 28.0 35.9 71.8 44.2 88.3 54' - 30.4 - - 23.9 47.9 29.4 58.9 JUJ 1 60" 38.3 76.6 23.5 47.0 60.3 120.6 74.1 1 140.0 60" 20.2 40.4 - 24.8 31.8 63,6 39.1 78.2 60" - 26.9 - - 21.2 42.4 26,1 52.1 Z J m 86" 34.8 _69.6 21.4 42._8 54,8 109.6 67.4 134.8 66' - 36.7 _- 22.5 28.9 57,8 35.5 71.1 68° - 24.5 - - - 38,5 23.7 47.4 O in 72' 31.9 63.8 - J9.2 50.3 100.5 61.8 123.6 72" - 33.7 - 20.7 28.5 53.0 J2.6 65.2 72' 22.4 - - - 35,3 21.7 43.4 J 0 n 74' 31.1 62.1 - 38.1 48.9 97.8 60.1 120.2 74° - 32.8 - 20.1 25.8 51.6 31.7 61.4 74' 21.8 - - - 34.4 21.1 42.3 C3 19 1/8` 96.6 140.0 59.3_ 118.6 140.0 140.0 140.0 140.0 19 1/8" 56.3 112.7 34.6 69.2 88,7 140.0 109.0 140.0_ W 26 1/2- _69.7 139.4 42.8 85.6 109.7 140,0 134.9 140.0 26 1/2" 40.7 81.3 25.0 49.9- 64.0 128.0 78.7 140.0 m Z Q0 30" 61.6 123.1 37.8 75,6 96,9 140.0_ 119.2 140.0 30" 35.9 71.8 22.0 44.1 56.5 113.1 69.5 139.0 Q M u ^37`_ 49.9 _1,99,8 30.6 61,3 78.6 140.0 _96.6 140.0 37" 29.1 58.2 - 35.7 45.8 91.7 56.4 112.7 ~ .4-K) w 42' 44,0 87.9_ 27,0 54.0 69.2 I3B.4 85.1 140.0 42" 25.7 51.3 - 31.5 40.4 80,8 49.7 99.3 ANCHORS ARCHES TO BE INSCRIBED O O r J n SEE SHEETS 4 THRU 6 INSIDE RECTANGULAR SHAPE Z O Li 48' 63" 38.5 77.0 23.6 47.2 60.6 121.1 74,5 140.0 48' 108" 22.4 44.9 - 27.6 35.3 70.7 43.4 86,9 Z'�, _ FOR DETAILS HORIZONTAL Z u1 54' - J4.B 69.5 21.3 42.7 54.7 109.5 67.3 IJ4.6 54" 20.J 40.6 - 24.9 31.9 83.8 39.J 78.5 SEE CHART FOR CAPACITY MULLION J zi O 3 60 30.8 61.6 - _37.8 48.5 98.9 59.8 119.2 60" - 35.9 - 22.0 28.3 56.5 34.8 69.5 y-_-' \ - ` Q d r7 O 66° 28.0 56.0 - 34.4 44.1 88.1 54.2 108.3 66" - 32.6 - 20.0 25.7_ 51.4 31.6 83.2 GLAZING Q m uj 72' 25.7 51.3 - 31.5 40.4 80.8 49.7 99.3 72" - 29,9 - - 23.6 47.1 29.0 57.9 VERTICAL ' PRODUCT ��� 3 MULLION 74' 25,0 49,9 - 30.6 39.3 78.6 48.3 96.6 74" - 29.1 - - 22.9 45.8 28.2 56.4 Z 19 1/8° 81.9 140.0 50.3 100.6 129.0 140.0 140.0 140.0 19 1/8" 50.7 101.4 31.1 62.2 79.8 140.0 98.1 140.0 3 a \ANCHOR W GLAZING GLAZING ut `p Y 26 1/2" 59.1 118.3 36.3 72.6 93.1 140.0 114.5 140.0 26 1/2" 36.6 73.2 22.5 44.9 57.6 115.2 70.8 140.0 PRODUCT PRODUCT g ETAIL#1 n G .fit 30" 52.2 104,5 32.1 64.1 82.2 140.0 101.1 140.0 30" 32.3 64.6 - 39.7 50.9 101.8 82.6 125.1 - GLAZING CLA2ING r -37" - _ - 42.4--84.7 -26.0- 52.0--66.7-. 133.3-_82.0-_140.0____ 37_" _26.2_._52.4 32.2__4__ _82.5 50.7 101.4 _ L - PRODUCT PRODUCT g E 3 0 42" 37.3 74.6 22.9 45.8 58.7_ 117.5 72.2 140.0 42" - 23.1 46.2 - - ---28.3 36,3 72.7 44.7 89.4 - -- --- -- - --- - -- --- -- - 4 - - c j 48" 7 1/4 32,6 65.3 20.0 40.1 51.4 102.8 63.2 126.4 48' 120' 20.2 _40.4 - 24.8 31.8 63.8 39.1 78.2 H 4"� 29.5_ 59.0 - 36.2 46.4 92.9 57.1 114.2 54" - 36.5 - 22.4_ 28.7 57.5 35.3 70.7 I MULLION SPAN I m SSS ._26.1,. Z. _ -_32_1 41.1 _82,2 50.6 101.1 60". _ - 32.3 - 25.4 50.9 3.3 62.6 Wt W2 x 68' 23.7 47.5 - - -29.1 37.4 -74.8 46.0 91.9- - 66°-- - --- 29.4 �-- -- 23.1 46.3 28.4---56.9 -- ---'---"' ---�--- -- - --_------------ - 72' 21.8 43.5 - 26.7 34.3 68.5 42.1 84.3 72" - 26.9 - - 21.2 42.4 26.1 52.1 -- -TYPICAL MULLION MULLION ARRANGEMENTS 74' 21.2 42.4 - 26.0 33.3 66.7 41.0 82.0 74' - 26.2 - - 20.6 41.3 25.4 50.7 -- W1 + W2 .v. �uomau - - - r---� - - 2 NOTE: Engc JAVAD AHMAD o u ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER FLA.PE L7Ds9z LOCATIONS AT HEAD, SILL OR JAMB ENDS. PRODUCT REVISED CAN. 5J9 ! US comply ft vvilh Lho Florida - y v FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6. BWld1118Codo g B 0 6 (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED AeceptDnwNo 9021 CTU 7.015 Ex Rdon Dato ANCHORSBY. drawing no. Br M95-06A IJIi adaProdacl Com101 sheet 3 0( 6 1/4"DIA.TAPCONS BY'ITW' 1/4DIA.TAPCONS BY'ITW' 1-1/2"MIN. WOOD PENETRATION— 1/4"DIA.TAPCONS BY'ITW' 1-1/2"MIN,WOOD PENETRATION 1"MIN. 2 PER CLIP(1 ON EACH WING 1-1/2"MIN. WOOD PENETRATION 1/4'DW.TAPCONS BY'ITW' 4 PER CLIP(2 ON EACH WING EDGE DIST. D, PER AN 1-1/2"MIN.WOOD PENETRATION / 1"MIN, 1"MIN. 2 PER EDGE DIST. Q IL N TV 0 o 0 aIn, 21tL 11 if N F� 1-7 N 11 a 0� zgY wood BucK j 11 I I n p a Q a U U 2 X 2 X I/B" 'I 20Y WOOD BUCK l J U U 2 X 2 X 1/8. P OR I `� I I 1 I OR I I I I /" p�ceK WOOD STRUCTURE I i ALUM ANGLE ALUM ANGLE X14 SMS i ' '`------------- i OOD STRUCTURE ; i y 3 LL N 1 I1 I 2 PER ANGLE I I 1 1 I I X14 SMS I I Q w V!_g I I FLOATING CUP—/I I 1-3/4`O.C. MIN. I I I I of FLOATING CLIP j j 2 PER ANGLE I 1 I I IJ I 1-3/4'O.C. MIN. I I FOR 3'TUBE r Q�ii tail 2-3/4"O.C.MIN. FOR ALL OTHER TUBES U z m Z m O N J p n 7 1/4"DIA.TAPCONS BY'ITW' 1/4'DIA TAPCONS BY'ITW' 1/4"DIA.TAPCONS BY'DW' 1/4"DIA.TAPCONS BY'ITW' O 1-1/4'MIN. EMBED 1-1/4"MIN.EMBED 1-1/2"MIN. EMBED 1-1/2'MIN, EMBED 4j INTO CONCRETE OR BLOCK INTO CONCRETE OR BLOCK 2-1/4' INTO CONCRETE OR BLOCK INTO CONCRETE OR BLOCK W o >r0 2-1/4'MIN. 2 PER CUP(1 ON EACH WING) i PER ANLL MIN. 4 PER CUP(2 ON EACH WING) 2 PER ANGLE m Q Q m m EDGE DIST. EDGE 01ST. 3"MIN. u) n N MIN. I Z Z 3� m �— O 11 I� �I 11 11 II � 11 II O � yg. Sgt 1BY J u u l ) i; u 1 1 2 X 2 X 1/g" 1BY 2 X 2 X 1/g" u _____ ALUM ANGLE _____________ I --- WOOD BUCK I ®14 SMS I I I WOOD BUCK t 1 I I ALUM ANGLE A�A 2 PER ANGLE i I I I 1 j 014 SMS I I n o 2 I� I i2 EOR NMGLE. - 3FLOATING CLIP -1-3/4"O.C.-MW. /4P .CNFLOATING-CLP 1-3 1. FOR J'TUBE 2-3/4'O.C. MIN. - u 9� FOR ALL OTHER TUBES _ _ 3 - ANCHORS TYPE 'A2' — C d j O c1, 'i N r S U O 4 U PRODUCT REVISED r-- ' os complying wilh the Florid; _ m Building Cado ��jj n p f1 C - c JAVAD AHMAO En9 Acccph111ce No r. n ExpimtionDaW 11�+ L L FLA.P 70592 By CAN 538 c b IvUoml adopfo uctContro o E [ALL CUPS TO FIT SNUG INTO TUBE MUL ONS. ti(����j dfawi0 TAPCONS MAY BE HEX OR FLAT HEAD. •T 9 M95_06A sheet 4 of 6 r, 1/4"DIA. TAPCONS BY'RW 1/4' DIA.TAPCONS BY'ITW' V 1-1/4"MIN.EMBED INTO MASONRY BLOCKS 1-1/4"MIN. EMBED INTO MASONRY BLOCKS �I 1/4' DIA.TAPCONS BY'ITW' 1 4 OIA.TAPCONS BY'ITW' N 2 PER CUP(I ON EACH WINC 1-1/4-MIN. EMBED INTO MASONRY BLOCKS 4 PER CUP (2 ON EACH MNG /" m / 1-1/4"MIM.EMBED INTO MASONRY BLOCKS 7 2-1/4"MIN. I PER AGL 2-1/4" 2 PER ANCL / MIN. z z EDGE DISI. , A n A A EDGE DI T.L. _3" ` ^ A A A 0 5 41 3 f� IAIN '71 W j 1 1 1 j / V///14, KI �////� -g 0 0 �Ig I I I I I / I O W 0 ot 11 II 2 X 2 % 1/9" 0:T 8 I I --------- l JI u u 2 X 2 X 1 e" J '�' u C C "� j I I I ALUM ANGL(: I _____________ I I I I ALUM ANGLE 0 a<� I I 2 PERI4 SMS ANGLE I I I I I 1 2 PERF ANGLE 1-3/4°O.C.MIN. I I I I FLOATING CLIP I I I � FLOATING CUP I I 1-3/4"O.C. MIN. I I Q yl F FOR 3'TUBE I I {L z W m 2-3/4"O.C. MIN. FOR ALL OTHER TUBES m ANCHORS TYPE 'AA2' ANCHORS TYPE 'AA4' z O J � o ! O n CO Z Q { Qy M WE N 1/4"DIA TAPCONS BY'RW' 1/4"OIA.TAPCONS BY'ITW' S p 1" 1-3/4'MIN. EMBED INTO CONCRETE 1-3/4°MIN. EMBED INTO CONCRETE _ li m 2 PER CLIP(1 ON EACH WING 1/4"DIA.TAPCONS BY'ITW' 1/4'DIA.TAPCONS BY'ITW' Z 3 1-1/4'MIN. EMBED INTO CONCRETE 4 PER CUP(2 ON EACH WING Z 2-1/4"MIN. 1 PER ANGL 2-1/4" 1-1/4"MIN. EMBED INTO PER CONCRETE ? 3 Z Y n EDGE DIST. MIN' 3" Q ¢.raj 4w1 EDGE 01ST. 3 MIN. I I a Dom NZIF it °11N II 11 °II N \ 11IT yg�yg� LAIagS I _ 11 II O y II O--U- __ w - - --------- 1` JI u u 2 %2% 1/9" 1` JI -- - _ - - 1 1 2 X 2 X I/8" o E'-I'- ALUM ANGLE I ------------- I ALUM ANGLE c I I I I 2 PERI ANGLE 1 I I I 1 j #14 SMS _ I I I ! 2 PER ANGLE �iI gill ---- ----_— I I FLOATING CUP _ 1 j -1-3/4'O.C.MIN. 1 I I I FLOATING CLIP I I I ____—__._ 1 I 1-3/4-O.C. MIN. I 1 -FOR-3"TUBE --_ 1 I - 2-3/4"O.C:MIN.- FOR ALL OTHER TUBES 0 - _ c ANCHORS TYPE 'AAA2' ANCHORS TYPE 'AAA4' Engr.JAVAO AHMAD I •e o CM C FLA.AIIPE 7 390592 . RDmplyins with tho l o ALL CLIPS TO FIT SNUG INTO TUBE MULLIONS.smm{flyingwilhlhoPlOdda o TAPCONS MAY BE HEX OR FLAT HEAD. I wilding Codo �'--� —" cccplance too 1 COc� 8 6 QC 2015 drawing no. imti n Date M95-0 A !+:ar :x:e Product Control Sheet $ of 8 METAL STRUCTURES X14 SMS OR 1/4"TEKS METAL STRUCTURES d14 SMS OR 1/4'TEKS c 2 PER CUP 14 SMS OR 1/4'TEKS (STEEL OR ALUM. 1/8"MIN.THICK) 4 PER CUP M14 SMS OR lf4"TEKS /BMIN.THICK) (STEEL OR ALUM. 1 ' {2 BN EACH WING) 2 PER ANGLE (1 ON EACH WING) 1 pER ANGLE STEEL Fy� 36 KSI MIN. / STEEL : Fy- 36 KSI MIN. ALUMINUM:8083-TS MIN. z ALUMI\\\\\\NUM: 6063-T5 MIN. Q IE�.3 N `c 0 0 NJ --- Ipfd SMS2 x 2 X P.I 2 x 2 x l/e IL__J_---__ ___. ALUM ANGLE I I 1 2 PER AN I 3 ALUM ANGLE 0' ------ ' r I I 1 1-3/4'O.C. MIN. I 1 Q a 4 QO FOR 3'TUBE i 0 V1 O FLOATING CLIP I I 2 P#14 SMS I ' I - 1 FLOATING CLIP I I 2-3/4"O.C. MIN. I I C I I I FOR ALL OTHER TUBES I IC I a I I I 1-3/4'O.C.MIN. �- I -_ -. '- 3 SCREWS PER ANGLE $.Z afl!! g ANCHORS TYPE 'B2' ANCHORS TYPE 'B4` o AL CUPS TO FR SNUG INTO TUBE MULUONS. tnJ�J 1 J TAPCONS MAY BE HEX OR FLAT HEAD. z O .... ... 014 SMS 4D 1-1/2-O.C.M1N. ._ c 2 PER CHANNEL(1X2 6: 1X3 TUBES) 5 p 3 PER CHANNEL(1X4&2X4 TUBES) TUBE MULLION 4 PER CHANNEL(2X8 TUBE) W in 6� z 03 � sz o 1 ( J 1/8"THICK ALUM CHANNEL M W t i <Dom LENGTH FIT SNUG INTO MULLION j I TUBE MULLION C^---7 TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION , OF CLIP ANGLE T CAULK JOINT AFTER ASSEMBLY #14 SMS® 1-1/2'O.C. MIN. I 2 PER CLIP(1X2 k 1X3 TUBES) I j ACCESS HOLE 3 PER CLIP(IX4 &2%4 TUBES) - - 4 PER CLIP {2X6 TU _ .._ _.. — I _ - _ _ _ __ _ - —_ ..__ —___ _ _ _. O ___ _ _ 1 ... _ . ._ _.- _ ._ _ 0 H pr I 10ooww� THIS SCREW CAN BE 10 FH SMS , CLIP I INSTALLED IN EITHER i , 21 D.C. MIN. i I i I Engr.JAVAD AHMAD s DIRECTION q1,7/,1 1 i CPA I 2 1-3/4'X 2"X 1/8'(FOR 28Y TUBE) PRODUCTREV1S0D o 8 3/4'% 2'X 1/8'FOR (IBY TUBE) ns complying wllh Ula Florida {la ALUM ANGLE Bu{Wing Cods 0 6 drawing no. CUT TO FIT SNUG INSIDE TUBE A.Ccsptfoo Dat 2021 • Y flrpGadON Dms G M -06A ANCHOR DETAIL #1. By�— METAL TO METAL CONNECTION Misnd Duds Pxodust Control Sheat 6 Of 6 11/15/2016 Florida Building Code Online _ I - r 1 $_ BCIS Home Log In I User Registration I Hot Topics Submit Surcharge I Stats&Facts I Publications I FBC Staff_I BCIS Site Map i Links I Search I Florida 1 Product Approval $� USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail f . FL# FL15255-R1 Application Type Revision lI Code Version 2014 Application Status Approved I I Comments Archived _1 I ' 1 Product Manufacturer Trinity Glass International Address/Phone/Email 33615 1st Way S Federal Way,WA 98003 (253) 875-7300 andrewn@trinityglass.com I Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email , I Quality Assurance Representative i Address/Phone/Email .I I .1 Category �I aT«Extenior,DQo Subcategory EztergD _ 0 s 'I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ✓✓' Evaluation Report-Hardcopy(Received I Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report I� Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date Validated By Ryan J. King, P.E. Jj Validation Checklist1- Hardcoiy Received J Certificate of Independence FL15255 RI COI CERTIFICATE of11NDEPENDENCE odf i, Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM G155 "' 2004 TAS 201, 202, 203 cal' 1994 I� Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15255 RI Eouiv Equivalency Of Standards Ddf i Sections from the Code I' https://www.floridabuilding.orglpr/pr app dll.aspx?param=wGEVXQwtDgv3yWKJZ1QRNoHTeKozNKW11bCfMx3AWEBtgJRTL5r4g%3d%3d 1/5 11/15/2016 Florida Building Code Online I' i' Product Approval Method Method 1 Option D i Date Submitted 04/30/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/09/2015 Date Approved 06/23/2015 Date Revised 12/11/2015 Summary of Products Go to Page j 0 Page 1/2 FL# Model,Number or Name Description 15255.1 a. Fiberglass Door 6'8 Single Opaque"Impact" Fiberglass Door-Outswing Configuration (X) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.1.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other.See INST 15255.1 for Design Pressure Ratings, any FL15255 R1 AE Eva] 15255.1.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. I 15255.2 b. Fiberglass Door 6'8 Single Opaque"Impact" Fiberglass Door with"Impact" Sidelite or Sidelites- Outswing,Continuous Head and Sill Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS255 R1 II Inst 15255.2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A- Evaluation Reports Other: See INST 15255.2 for Design Pressure Ratings, any FL15255 R1 AE Eval JU55,2,pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. I 15255.3 c. Fiberglass Door 6'8 Single Opaque"Imp=act" Fiberglass Door with"Impact" Sidelite or Sidelites-Outswing Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 III Inst 15255.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.iSchinidt, P.E. 43409 Impact Resistant:Yes Created by Independei t Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.3 for Design Pressure Ratings, any FL15255 R1"AE Eval 15255.3.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15255.4 d. Fiberglass Door 6'8 Double Opaque"Impact" Fiberglass Door with or without "Impact" Sidelites-Outswing Configurations (XX; OXXO) 11 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 III Inst 15255.4.odf Approved for use outside HVHZ:Yes Verified By:iLyndon R'Schmidt, REN3409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports j Other: See INST 15255.4 for Design Pressure Ratings, any FL15255 RI AE Eva[ 15255.4.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15255.5 e. Fiberglass Door 6'8 Single Glazed "Imp'act"Fiberglass Door- Outswing Configuration (X) 11, Limits of Use InstallationlInstructions Approved for use in HVHZ:Yes FL15255 RV II Inst 15255.5.odf Approved for use outside HVHZ:Yes Verified By:'Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15255.5 for Design Pressure Ratings, any FL15255 Rl. AE Eval'I15255.5.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. I https://www.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgv3yWKJZ1QRNoHTeKozNKWIIbCfMx3AWEBtgJRTL5r4g%3d%3d 215 I 11/15/2016 Florida Building Code Online 15255.6 E Fiberglass Door 6'8 Single Glazed "Impact"Fiberglass Door with"Impact" Sidellte or Sidelites- Outswing Continuous Head and Sill Configurations(OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.6.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other.See INST 15255.6 for Design Pressure Ratings, any FL15255 RS AE Eval 15255.6.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15255.7 g. Fiberglass Door 6'8 Single Glazed "Impact"Fiberglass Door with"Impact" Sidelite or Sidelites- Outswing Configurations(OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1 II Inst 15255.7.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent,Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.7 for Design Pressure Ratings, any FL15255 R1 AE Eval 15255.7.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. ,1525L-,8Wimiw h. Fiberglass Door 6'8 Double Glazed"Impact" Fiberglass Door with or without _._ "Impact" Sidelites-Outswing Configurations (XX; OXXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 Rl II Inst 15255.8.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.,Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.8 for Design Pressure Ratings, any FL15255 Rl IAE Eval II5255.8.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15255.9 i. Fiberglass Door 6'8 Single Opaque"Non-Impact" Fiberglass Door-Outswing/ Inswing Configuration (X) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 Rl II Inst 15255.9.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.,iSchmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other.See INST 15255.9 for Design Pressure Ratings, any FL15255 R1 1'AE Eval 15255.9:odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. ! 15255.10 j. Fiberglass Door 6'8 Single Opaque "Non-Impact" Fiberglass Door with "Non- Impact"Sidelite or Sidelites- Outswing/Inswing Continuous Head and Silll Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1'II Inst 15255.10.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.'!Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.10 for Design Pressure Ratings, any FL15255 R1 iAE Eval 15255.10.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15255.11 k. Fiberglass Door 6'8 Single Opaque"Non-Impact" Fiberglass Door with"Non- Impact" Sidelite or Sidelites- Outswing/Inswing Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 R1,.II Inst 15255.11.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.;Schmidt, P.E. 43409 Impact Resistant: No Created by Independelrit Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.11 for Design Pressure Ratings, any FL15255 RS'AE Eval 15755.1l.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15255.12 I. Fiberglass Door 68 Double Opaque"Non-Impact" Fiberglass Door with or without"Non,Impact"Sidelites-Outswing/Inswing Configurations(XX; OXXO) Limits of Use Installation!Instructions Approved for use in HVHZ:Yes FL15255 Rl! II Inst 15255.12.pdf Approved for use outside HVHZ:Yes Verified By:Lyndon F.1 Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes https:l/www.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgv3yWK Z1QRNoHTeKozNKW11bCfMx3AWEBtgJRTL5r4g%3d%3d 3/5 I RW R W Building Consultants, Inc. Consulting and Engineering Services for the Building lndustry P.O.Box 230 Val rico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cerlificate of Authorization No.9813 ProductI Report I I Date: May 1,2015 Product Category Sub Category Manufacturer Product Name Trinity Glass International I' Glazed Fiberglass Exterior Exterior Door 4621 192nd St.East "Impact'Double Door w/or w/out Sidelites Doors Assemblies Tacoma,Washington 98446 !' Outswing Phone 235-875-7300 Facsimile 235-875-7301 -J Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt, P.E.(System ID# 1998)for Trinity Glass International based on Rule Chapter No.61 G20-3, Method 1 D of,Ithe State of Florida Product Approval, Department of Business&Professional Regulation. ' 1 RW Building Consultants and Lyndon F.Schmidt, P.E.do not have nor will.acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. i Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in.the"HVHZ"this product complies with Section 1626 of the Florida Building Code and':does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBCand does not require an impact resistant covering.This product meets missile level"D and incudes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15255.8 require further engineering:'analysis by a licensed engineer or registered architect 7. This product meets the water infiltration requirements for"HVHZ'. 8. See drawing FL-15255.8 for size and design pressure limitations. . Supporting Documents. 1. Test:Report No. Test Standard Testing Laboratory Signed by TEL 01470437 TAS 201,202,203-94 Testing Evaluation Lab.,Inc. 'Lyndon F.Schmidt„P.E. TEL 06-0918-1 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Wendell W.Haney,P.E. TEL 08-01370020 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Wendell W.Haney,P.E. TEL01370051 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. ;Lyndon F.Schmidt,P.E. TEL 01370079 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. ,Lyndon F.Schmidt,P.E. TEL 02010411 ASTM 6155-04,C158-02 Testing EvaluationLab.,IInc. Lyndon F.Schmidt,P.E. TEL 01470100 ASTM D1929-96 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. TEL 01470099 ASTM D2843-99 Testing Evaluation Lab.,lnc. ,Lyndon F.Schmidt, P.E. TEL 01470101 ASTM D635-03 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P.E. 2. Miami-Dade NOA Materials Testing ! 13-0129:27 DuPont PVB Interlayer 3. Drawing No. Prepared by Signed&Sealed by No. FL-15255 8 RW Building Consultants, Inc. (CA#9813) °3. Lyndon F.Schmidt,P.E. 4. Calculations Prepared by e4$e t �;t F� j' Signed&Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) 2�°'� .• � 8 Lyndon F.Schmidt, P.E. ASTM E1300 Glass Load Lyndon F.Schmidt, P.E. o��� �a E NSC 5. Quality Assurance �' i °°; Certificate of Participation issued by National Accreditation and , P!0 43409 -o Management Institute,certifying that Trinity Glass International is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. --0: STr,TE OF j`",�' d C) , Lyndon F.Schmidt,P.E. -�� O 1 ;.r-Z��N FL PE No.43409 Sheet 1 of 1 R,. 5/1/2015 r TRINITY GLASS 74.25'MAX.O.A.FRAME WIDTH12 �•• a•• �o�a'Z I NTER NATIONAL r d {5n t�..,.:nd5kF e l av;.`As:',ik73 Z Q`a c ro GLAZED FIBERGLASS ;VM m Z 'IMPACT' DOUBLE DOOR with or without SIDELITES °C4`a W � � 9m Z00K OIL oU OUTSWING x 0 x IL E (n m as GENERAL NOTES ° _ i E o 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building /// //// g SaI Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). ' S2o 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base J �z material shall be beyond wall dressing or stucco. Cn z o- 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code and 150.00"MAX.O.A.FRAME WIDTH > Q w does not require an impact resistant covering. 0.75 MUWON MAX N w W 4. When used in areas outside of the"HVHT'requiring wind bome debris protection this product 74.00 MAX FRAME WIDTH FRAME WIDTH complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This I o a Ln product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section r o a 1609.1.2.2 Of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. w G � 6. Site conditions that deviate from the details of this drawing require further engineering analysis by O X o X O LL a licensed engineer or registered architect. ° o N V) 7. This product meets water infiltration requirements for"HVHT'. / / / / o G - - - TABLE OF CONTENTS SNEEf6 DESCRIPTION - - - - - - 1 i rcal eleva ons,design ressures& enera notes 12 2 Door panel details and g acro de r 5 Door ane etai an ganngdetaBs__-__--__ - 3 4 Sde ie ane a san glazing detar -- -_ -- - - -— ---' -- - - a .5 Elevations ___ _ _ _.h 6 Horizontal cross sections o¢ F Q7- Vertical cross sections d 8 Vertical cross sections �' m 9 Horizontal and vertical cross sections DESIGN I?RESSURE S DESIGN.PRESSURE PSF o 0 0 10 Horizontal and vertical cross sections MAX - �f _z a 11 Buckanchoring CONFJGUItAT/ON FRAME ALUMINUM ASTRAGAL PVC ASTRAGAL 1,,-02 27/12 i € 12 Buekanchoring DIMENSION POSIIIyE NEGATIVE.; POSITIVE NEGATIVE senLF: N.T.S. 13 me anchonng 2X bac masa cons on -° a 14 Frame anchor n 2x buck masonry cora cion _,_XX 7425'x 80.7&! +55.0 X55.0. +47.0 -47.0 owc.ar: JK m 15 Frameanchoring 1X uc mason construction -- CHK er: LFS 3 16 Frame anc cring 1X buck mason construction rc F 17 Components OXXO' 150.0"x 80.75" +55.0 F -55.0 +47.0 -47.0 aRAwING NO.;FL-15255.8 - 18 Astra a eta 0 19 811 or materials SHEET_L OF 19 N d 35.75"MAX. \ PANEL WIDTH PVC STILE CAP G3 G2 G1 EXTERIOR LOCK BLOCK PVC STILE CAP `�\\\��; J;/��� m 21.00" LVL STILE MAX.D.L.O. -_' a V. o °7 z 4:`O um 1 •i� � im 0.2 0cp•: / ` v C7 OZU v 1 1'66" SEE DETAIL INTERIOR \ ° 2 0.37' 1.66" E.. m m 2AB" o SEE HARDWARE HORIZONTAL CROSS SECTION a rn v 'm°a o a. Q. = -4 CHART POLYURETHANE 8 a c c o ui A3 S'GLASS BYTE cm z X z FOAMED FIBERGLASS STRUCTURALSIUCONE 1"O A.THKGLA55 u `� ° YARN OPTIONS 4 SBEL SEE 1/8"TEMPERED l 0 2? U REINFORCEMENT � o $ o OPTIONS BELOW GLASS O SEEr AIR SPACE TOP RAIL o DETAIL 1 NLVUCOMP. ¢¢ 1/8"ANNEALED t GLASS m o 0 0.090"PVB INTERLAYER 5 z z DUPONT BUTACITE OR CAPSTONE 'y'I: m DETAll2 #8X1-1l8 SELF w o FIBERGLASS THREADING SCREW 1/8"ANNEALED .x.:, Z N ato 00 SKIN GLASS PVCIALUM.OR POLYPROPYLENE/ALUM. o o STRUCTURAL SILICONE COMBINATION GLAZING SPACER of r 9 2 (TYP.4 PLCS.)SEE N 2 OPTIONS BELOW G2 GLAZINGDEIAIL G3 G2 G1 DOOR PANEL A3 S'GLASS BYTE - Z Full riteB3 S'GLASS BYTE G T"O.A.THK GLASS STRUCTURAL SILICONE 1/B"TEMPERED � 1"O.A.THK GLASS � (TYP.4 PLCS.)SEE GLASS 1!8 TEMPERED OPTIONS BELOW EXTERIOR INTERIOR S AIR SPACE GLASS w � #8X1-1/8"SELF AIRSPACE o 0 o _ _ 1/8"ANNEALED THREADING SCREW ({ m yr G h - GLASS=- -- -- — - - -1/&.,ANNEALED #8 X IA/8"SELF 0.090"PVB INTERLAYER GLASS d- THREADING SCREW DUPONT BUTACITE OR CAPSTONE 0.090"PVB INTERLAYER DUPONT BUTACITE OR CAPSTONE _ =- -.-_--_-_-._____.__ A_LUMINUM&BUTYL._ 1/8"ANNEALED ALUMINUM&BUM i SPACER SYSTEM -- -_- --- SPACER SYSTEM-- - -- 1/8'_'ANNEALED_ - n ,o GLASS G1 GLAZINGIDETAIl H N uj i G3 GLAZING DETAIL o p 1.5' LVL RAIL �, "' m 1.24" z c°i PVC DATE 0 27 1 i ♦ rCOMPOS HARDWARE CHART BOTTOM RAIL 5r•,r. 2 N.T.S.2 a cnwc.BY: MANUFACTURER MODEL STRUCTURAL SILICONE OPTIONS: CHK.BY. LFS 3 SILICONE BY CAPSTONE(4PL) 2 VERTICAL CROSS SECTION DRAW NG Ne.: N �,�FLUSH GLAZED FRAME KNOB: SIGNATURE SERIES DOW 995 STRUCTURAL SILICONE FL-15255.8 n DETAIL 1 MAHOGANYLREFRAME KWIKSET 2 o ABS w PC/ASA ABS or PC/ASA DEADBOLT: SIGNATURE SERIES(980) SILICONE BY DONGYANG SILICONE CO. sNr 2 ov 19 au a G4 G3 G2 G1 LVL STILE .�`%`%,"'........... PVC STILE CAP EXTERIOR LOCK BLOCK PVC STILE CAP �����C: • t�'�ii m o:• 0 La 1.66" INTERIOR 0.2" ', o —►{ .32" SEE DEIAIL 2 1.66 :` ;" = z R Z E3 0 1 HORIZONTAL CROSS SECTION L2.46TOP RAIL ';' "'''`' `n°a 9 m o a 3 LVL/COMP. a yr o a L a md 5"GLASS.BYTE `E o L B3 A3 BUTYL o° a 1"OA.THK GLASS G4 G3 G2 Gl 7 1/8"TEMPERED GLASS iv AIRSPACE y o0 35.75'MAX. ? DECORATIVE INSERT cD g r wz PANEL WIDTH AIRSPACE EXTERIOR INTERIOR 1/8"ANNEALED GLASS a� 15.50" .090"PVBINTERLAYER z MAX.D.L.O. DUPONT BUTACITE OR CAPSTONE fr z STRUCTURAL SILICON 1/8°ANNEALED GLASS D o¢ (TYP.4 PLCS.)SEE o r OPTIONS BELOW ALUMINUM aPOLYURErHa �^ / G4 GLAZING DETAIL ANE FOAMED z FIBERGLASS z YARN 3 c REINFORCEMENT ci x SEE HARDWARE Xg b CHART y cn Di / to N •o DETAIL 2 FIBERGLASS DETAIL 1 SKIN o LVL a ' RAIL R:\CIIents\Trinity PERMANENT\Flo4da Product Approvals\FL-15255\C-Drawings\FL-15255\FL-152555-8.dwg,49 0 7925'MAX.PANEL HEIGHTno 00 3m3 M 63.00"MAX.D.L.O. $ Fn yzS Z O A.. o , Do - o� III W iv' I O I I I 079"MIN, A 0 THICKNESS o0 CM iO I1:7 O mC azo ° I .j ` m I. I H I W In W N m V7 m r n n 'I z 1.33^—}----—I 1.37' I 0 Z M 0 I 1p1111l f jj" WV / I s / No.43409 r-e.. m g PRODUCT: Documents Prepared 9y:-oi - :• `� TRINITY GLASS INT'L Lyndon F. Schmidt I4 j z $ N P.E. No. 43409 Ln o Zflf/1111111 1 o r,. y v II PART OR ASSEMBLY: //�� BUILDING CONSULTANTS. INC. - IU � (i 1 3 02 15. UPDATE TO.5TH ED. (2014) F13C JK v W P.O. Box 230, Valrlco, FL 33595 fD Do to ry N0 DATE I. !L SIDELITE PANEL Phone No.: 813.659.9197 I REVISIONSC.A. DETAILS AND GLAZING DETAILS FSPE CNo. 9813 ®2O1 Z R.W.9ur�alNo DO'iVEIILTANT9 INa. R.1ClientATnnity PERMANENT\Florida Product Approval s\FL-15255\[-�Drawings\FL-15255\FL-152555-B.dwg,5.8 I � I i i II i X k i Od 0 I' V W V r V A i X x � II I it I a a i I 4 010 � � A I �I A I � j \\ OD W o O OD N OD A I I i E I' / No.43409 D I I PRODUCT: Documents Prepared By. TRINITY GLASS INT'L Lyndon F. Schmidt ����'.c.,ih ��� (sj���� P.E. No. 434094t;``\�`\ Ln o r rn" -.-i V PART OR ASSEMBLY: //���7�/BUILDING CONSULTANTS, INC. in I_ (n !I 103102115 UPDATE TO'.STN ED. (2014) FBC A t/v I/U P.O. Box 230, Valrico, FL 33595 to 0o N NO DATE': i Dy ELEVATIONS Y Phone No.: 813.859.9197 I PREVISIONS FBPE CA. No. 9813 0 201 2 R.W.BUILDING OCNeULTANT8 INC. i 1-114-MIN. ```,``��1 F C EMB.(TYP.) ``J`A, ,.•• 68 1 2 a�' `s�j'=d"rj La W� 60 %`Y)'••40 o m 60 MWMWWrrn � ► on z INTERIOR . U a 0 11\ E -E Z Mm OZU °atm W SEE NOTE I 63a N 9 p L a v ID 0.� ° m 0 Z 3 cut ° v ° z 62 EXTERIOR 62 63 A E z y 26 SEE NOTE 1 En En N 24 5 HORIZONTAL CROSS SECTION E0 18 6 Shown w/1X sub-buck �' M o 4 HORIZONTAL CROSS SECTION z W w o am 1-1/4"MIN. o 1-1/4"MIN. EMB.(TYP.) NOTE: EMB.(TYP.) a a L �} L 1.Item#63 located 6"from each end m tQ C CSINK 3 SEE NOTE 2 and 3 more equally spaced(5 total). 0.15, C G °.:p. M °a ° 2.PVC frame may be use with double door (nP•) 2 without sidelites only. ^v �s 1 1 2 N to z e as 40 ENDURA OR TRC ASTRAGAL ° -° - - - - — - - - 60 - -�- 12 INTERIOR 40 12 40 53 INTERIOR s ' t; �O � 0 O D v DATE 02127112 i z EXTERIOR 64. EXTERIOR 62 sr c. N.T.S. 9 24 26 23 63B D Dwc.DN: JK m' B 18 CM BY. LFS 3 a 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION E DPAwmD NO, n E 6 HORIZONTAL CROSS SECTION 6 6 FL-15255.8 N SHEET_L OF 19 c t R10ients\Trinity PERMANEURFlorida Product ApprovalI ls\FL-15255\C-Drawings\FL-15255\FL-15255.5-8.dwg,7.8 I I u m � m � I m I m � gm n 4 CL CAP y l N O tZ ?.> { W N � o n • N 0.15' p. C+ C�'SyINK I• EMB.(TYP.) r- I 1-1/4"MIN. EMB.)TYP.) r it it m m V N O M. L a =r< ° m `a O 2 C A 100 °. . O A �o nj 0%, '0 2 a At mn W.t� A n' -n O T W In Z ? 1-1/4"MIN. s$•; EMB.(TYP.) I V I 1-1/4"MIN. EMB.RYPJ "`.%•$CHIy"O���ii �J V,.•'�jCENIBg'••�` �� No.43409 PRODUCT: D—mente Prepared ay.i TRINITY GLASS INTI Lyndon F. Schmidt � •� .'' P.E. No. 43409 -��� ,Q�AL \���. m //lIIIIIIttt1, PART OR ASSEMBLY: rl� BUILDING CONSULTANTS, INC. in 1 03 02 15 UPDATE TO 5TH ED. (2014 FBC JK P.O. Box 230, Valrico, FL 33595 to w NO VERTICAL CROSS SECTIONS p It° Co DATE BY hone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 0 2012 R.W.BUILDING CONSULTAN INC. I RACiients\hinity PERMANENT\Fiodda Product Approvals\FL-15255\C-1 Drawings\FL-15255\FL-152555-Bdwg,8.8 m � 0 m _ m Z mm m CD H 3 a a G+ o.n C .�, o. o m O 2 A In a( � it 0 a a . . I W O e� -3 � c0rrn 'm m ° n 4 r0 _ m °^ Q H ,�:�. 22 e A m{'n' D. D N 0.15' e C'SINK (TYP.) a C1 11/4"MIN. B.(7YP•) 1-1/4"MIN. EMs.(TYP.) I' I I' I I H - .rn �i or m m A O p, "I• DaN '� o DI � - •o 'o ti C >o rn �m O. A � n Orn o 4A Cr O 0 y n " 7 n md O N Z Z • EMB.(TYP,j I V I •O I IM MPj ,I cF.u.a.EMB.(TY ,S.. .••.�`''..'' No.43409 i x $ PRODUCT: Doeument�Proparod By:ice' `� '7 f TRINITY CLASS INTL. Lyndon F. Schmidt �i�•�•'•���' I� c Z N P.E. No. 43409 T N •• m y v PART OR ASSEMBLY: //�� BUILDING CONSULTANTS, INC. Itin inn 1 J 02 75 UPDATE TO 5TH ED. (2014) FBC JK u��P.O. Box 230, Voldco, FL 33595 'o Co to N NO DATE 1 1 BY VERTICAL CROSS SECTIONS Phone No.: 813.659.9197 1 REVISIONS I I FSPE C.A. No. 9813 ®2072 R.W.BUILOIND CDNSULTANT91N0. I R1Oients\Trinity PEP.MANENT\Florida Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255-,&dwg,9.8 I I ,I Q 00 I I \\ 1"MIN EDGE P DISTANCE m 0_ I z 0$ G �A M �3 .oma OF O a... A� G 00 N JD rNN 33 4 J s N O Opo H O H � m n .r N a Z oN. 1-114,MIN. EMB.)TYP.) a ' O A ' I •O IV rtl m � _ m p A 3 r- o� v 0 yz N a Z m N M I a I ' n o 0 N n O m Z �� , 11811 mprr \\F,SIG H1�J/r���i� 41 No. x x Q PRODUCT: Doaumentn Prepared By,ice' . UIPJrW RIOR1Dw'••\�`` TRINITY GLASS INT'L Lyndon F. Sohmtdt •.......••' I� I z N P.E. No. 43408 En � 1 o Z 'i rr11111111\ N '. y v PART OR ASSEMBLY: G��7��BUILDING CONSULTANTS, INC. It.n UI 1 3 02 15 UPDATE To 15TH ED. (2014 FBC JK t/l.-1/I/ P.O. Box 230, Valrico, FL 33595 'D m ro NO DATE gY HORIZONTAL & VERTICAL I/1/ Phone No.: 813.659.9197 REVISIONS CROSS SECTIONS FBPE CA No. 9813 0 2012 R.W.BUILDING CDNSUL-ICr8 IND. It'l0ents\Trinity PERMANENT\Flodda Product Approvals\FL-15255\C-Drawings\FL-15255\FL-15255.5-8.dwg,10.8 II I' I I i I-1 14'MIN. EMB.(PYP.) k o O \\ O O -2O- 0 A C 17 44 0 DZ m C) n _ F- Im Z o I. In O W it I m o m m .,1-1/4-MIN. p O o. EMB.)TYP.) c A a p w D O Z CN iN ; m ��•0 I ~ 5D�m n 3�Z taa n n 33 a - n a —0f7 Z y ` 420m00 m V1 7 v ♦. W Z m 1"MIN EDGE i DISTANCE m On Z `♦`,,,111111/7,,,,/ n o A �J♦♦Vf v C /O�//i z . CFJ1 No.43409 =p D s F > PRODUCT: ooeamento Prepared By.i/ rz TRINITY GLASS INT'L Lyndon F. Schmidt / P.E. No. 43409 r y v I' PART OR ASSEMBLY: � /BUILDING CONSULTANTS, INC. ILn U1 103102115;UPDATE TO STH ED. (2014) FBC dK HORIZONTAL & VERTICAL CROSS �[rV P'0' Box 230, Valrico, FL 33595 0 m N NO DATE BY Phone No.: 813.659.9197 REVISIONS SECTIONS FBPE CA No.9813 ®201 2 R.W.BUILDING CONBULTANT3 INO. _ ••• QRZUP CI �1IIII z �J-Z o-W 4/fill 0 4 aa . z D oz Ft `e 9 Kmo \ a=g a 0W V u 9 o TYP.HEAD a s m a a AND JAMB E z° 2X BUCK o SO: JJF Z Z 0= ?L u7 w Y 5.V L) MASONRY o p m o: � OPENING � o 3 4 a a 11M U G � ~ ° o •v N 3 •'v' 1 z D V BUCKANCHORING LL CONCRETE ANCHOR NOTES: o I.;Eoncrete_anchorlocaffons-at;thecomersmaybe.adjustedto:maintainthe,min._-_ a edge distance to mortorjoints: — a 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to Q maintain the min.edge distance to mortar joints,additional concrete anchors o may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. i a 3. Concrete anchor table: -z AJ�TCNOtr AfJCNbR M(tV tN►N CLEARANCE MIN CLEARANCE 02/27/12 z z EMBEQMENfl 70 MASONRY TO ADJACENT s N.T.S. ° u 7YP1 SIZE __.ANCHOR;:,:::::" DWG.By. JK 'm ITW a 1/4" 1-1/4" 2" 4" CHK,BY: LFStt 3 TAPCONZl DRAMNG NO.: D ELCO ULTRACON® 1/4" 1-1/4" 1" 4' FL-15255.8 0 c sHe:r f 1 OF19 V tL tll:7 z "'• ... 4 �y> • gay` 0, IIII IIII �'�, ' `� >>M p IIII IIII •� Z 0 CO Z 00 a a C7 xZ� TYP.HEAD IIII IIII E�, =m o AND JAMB IIII IIII '°g 9 o a m'aa� IIII 1111 2X BUCK E IIII IIII e ,Zo IIII IIII S ra fx IIII IIII IIII IIII J III III z z IIII IIII ' ti IIII FOR REF.ONLY IIII ^o MASONRY IIII III I OPENING IIII IIII ? � IIII IIII o � IIII IIII � IIII IIII o. a N IIII IIII �m IIII IIII s z g BUCKANCHORING o N k' CONCRETEANCHOR NOTES o -a.ConcreteLanchor_locafions_atthe_comers_may_begdjusfed-tomaintain-the min edge distance to mortarjofnfs - -- - - - — _ 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to w < maintain the mfn.edge distance to mortar joints,additional concrete anchors Qo may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. 0 3.Concrete anchor fable: -z LL ANCHOR ANCHOR MIN`,,, MIN CLEARANCE MIN CIEARANC! DAre:02/27/12 i MBELTMEM TO MASONRY iOADJACENT o z LYI'� SIZE scALN.T.S. DWG.6Y: JK m a ITW ® 1/4" 1-1/4" 2" 4" CHK.BY: LFS 3 TAPCON ELCO DRAWING NO.: ULTRACON® 1/4" 1-1/4" 1" 4" FL-15255.8 a e SHEET 12 Gr 19 f 2 SEENINGEb"(TYP.) .��.�:••' * •• Q4� n DETAIL 1 m to 4 4� FT =110, Z . Go Typ- " JAMBS A-A Thr n n\\ o M m z � �v 0o zo .0 a rg 9 m cw E u d o �? 2X BUCK I I o a N a In a aa,✓a V) II 8 .d E oz II a 54 VIEWA-Aa I I w Ln Astragal strike @ headL . . - / o DOOR II ASTRAGAL FRAME I I SHOWN FOR II LOCATION REF. v o z f /ONLY HINGE En SEE MASONRY DETAIL 2 OPENING I V 56 Z — TYP.@ SILL w II • I o P In m a B_ o 26 VIEW B-B a' Astragal strike @ sill 18 N ELI .. HINGEJAMB FRAMEANCHORiNG ASTRAGAL 22 Masonry 2X buck construction HINGE DETAIL 1 z 3 CONCRETEANCHOR NOTES: w o T_ 1.7Concrete_anchorlocations of the(ZQq1@rs_rqay be adjusted to maintain the min. m --- Gedge distance tomortarjolnfs. - - - - - - -------- - - - — L-- ---- - -- -- - — ----- --- -- - ____ -- - �- _ _- 2- Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors may be required to ensure the MAX ON CENTER dimension are not exceeded. o 3.--Concrete _ i a MIN..CLEARANCE. MIN NC CLEARAE'' a ANCHOR ANCHOR M!N - a TO MASONRY 30 ADJACENT ^� Z TYPE SIZE EMBEDMENT o 26' • "'o ,� ITW ® 14 4" �• o 0 v" TAPC.O.N _ _/" _ 'z o Z i E� ` �1 4" 4" - wre 02/27/12 Q ULTRACC�t _ 18 sr•ir. N.T.S. a I1W23 Diva.BY. JK m' W TAPCON® 3/16" t- /4" 3" 1.1/2" CHK.9Y: LFS 3 y WOOD SCREW INSTALLATION NOTES: STRIKE PLATE DETAIL HINGE DETAIL 2 oRawiNc NO.: IX 1.Maintain a minimum 518"edge distance,i"end distance,8 i"o.c.spacing of Astragal FL-15255.8 ro n wood screws to prevent the splitting of wood. N SHEET OF 19 r SEE HINGE ����� psi DETAIL G,(TYP.) ``.��Q,C. ��' a, fel f -4!' I�-4" FT ?�: ••t '�_ r) =x:�' 0 r) 1-Q Z4' -ZZ TYP. .5 �••. �� A t L J HEAD "A-X' ii�'''rrrrn*...•, ``��. z o m i i3 0 IIg LE zmmc�i 9 LE C W $L? 2X BUCK II a N!a m a: IL �� II io `Z � o • DOOR J TYP II o FRAME II ASTRAGAL F U II SHOWN FOR — �F L LOCATION REF. SEE TYP. IIONLY J y od HINGE MASONRY JAMBS II / 64 DETAIL 2 OPENING I�/ TYP. z¢� JAMBS W D CO o TYP.@ SILL I I zz � cq P '[B�" � 64 ❑ a � N ,m F • °' ' • ` 23 HINGEJAMB FRAMEANCHORING v Mason 2X buck construction ASTRAGAL STRIKE PLATE DETAIL 0 O CONCRETEANCHOR NOTES: Masonry Astragal z 1. Concrete anchor locations of the comers may be adjusted to maintain the min. J N ° edge distance to mortar-joints.-- -- -- _ •__ _ _ - -- -- -- --- - --- -- ---- G2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortarjoints,additional concrete anchors • • • • • may be required to ensure the MAX.ON CENTER"dimension are not exceeded. Z J 3 Concreteonchortable o 6 MIN CLEARAtYCE AftCL ANC►tOR ANCHOR M►N -- - -— - -- TYPE SIZE EMBEbMENT TQ MASONRY 70 ADJACEM 54 VIEW A-A Q — 26 U Asfragal strike 0 head 56 18 0 0 5 TA ON® 1/4" 1-1/4 2" 4" 24 m z 0 o ELCO HINGE DETAIL T ~Z ULTRACON® 1/4" 1-1/4" 1" 4' 0 18 naa 02 27/12 i wiTW _ s� N.T.S. z ® 3/16" 1-1/4" 3" 1.1/2" owc.er: JK m' a TAPCON a WOOD SCREW INSTALLATION NOTES: HINGE DETAIL 2 CHK BY: LFS 1.Maintain a minimum 5/8"edge distance,1"end distance,8 1"o.c.spacing of VIEW 6•8 owwnNc NO.: N wood screws to prevent the splitting of wood. Astragal strike 51511 FL-15255.8 0 GSHEET 14 OF 19 t SEE HINGE �� * ---- DETAIL 1 4„ 6„m P) `�.`:. .•O-� FT C 0)M �� TYP �JJ SEEOBE L—"A-A'---J • •• • -ii////►*Pip II o n°D z° lei O \ C :-2 g Z❑ I IZ 56a 0g o 00 1X BUCK II 54 VIEWA-A a w M n: B � Z Astragal strike Q head E o i . II Ui ° '( L II o �a DOOR II ASTRAGAL FRAME II SHOWN FOR LOCATION REF. Q c� II ONLY 56 22 ozo HINGE SEE MASONRY II DETAIL OPENING z a TYP.Q SILL P II o j "B B"Cdm a VIEW B-B a Astragal strike®sill L a HINGE JAMB FRAME ANCHORING ASTRAGAL N ° Masonry 1X buck construction 23 z Or direct to masonry W o ❑ _ STRIKE PLATE DETAIL Cn - - - � - - - --- -- - - ---Astragal--- - G CONCRETE ANCHOR NOTES: - o w 1.Concrete anchor locations at the comers maybe adjusted to maintain the min. FI SEE NOTE 1 edge distance to mortar joints. Q 2-Concrete anchor locgttons.noted as"MAX._ON CENTER"must be.adjusted to- • _maintain the min.edge tjrsfancefo mortarjoints,-odditional concrete anchors -----_ -_ —- .%\1 Ir r SEE HINGE `11%% * r/.- DETAIL 1 ". 4 _6"(TYP.) •��C,•'','• • t9�� m °' •;; M A �• W • P •TYP.JAMBS A A :o �hrrrrpp���``` Z.0 0 z° — — &HEAD7 I� •-L \ v Em zmma oa 0 0 1X BUCK I I Z a w,� m a a. II Z I o�Z v _ II 0 DOOR J TYP. II i FRAME II ASTRAGAL — II SHOWN FOR — z LOCATION REF. (n a z SEE P II ONLY P "' HINGE MASONRY TYP II / `� } iEE DETAIL2 OPENING 1 —JAMBS — /r/ TYP• 64 " �z (1 II JAMBSv� TYP.Q SILL Z P I� 'CP a _ — — — 64 ❑ G `v • a' ^J m . •'a' 23 7 HINGE JAMS FRAME ANCHORING Masonry 2X buck construction ASTRAGAL STRIKE PLATE DETAIL Q Astragal a _� • VI CONCRETEANCHOR NOTES: • - "' 1. Concrete anchorlocations at the comers maybe adjusted to maintain the min. • • • • edge distance to mortarjoints. 26 • 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to o j —=maintain=the mrri:'edge disfance to mortarJolnts,-additianal_concrete.dnchors ii may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. VIEW A-A a 3 Concrete anchor table Astragal strike head 18 MIN CLEARANCE MIN CLEARANCE. nk-- Ira al@ ANCHOR MIN TYPE IIE 9EDMNQ4ERGEANCHOR : HINGE DETAIL 1 ZvITyy Dare 02/27/12® 1 4" 1-1 4" 2" 4"TAPCON / / � E: N.T.S. zDwc.Br JK m' ELCO 1/4" 1.1/4" 1" N, ULTRACON® CHK.BY. LFS 3 c ITWDRAWING NO.: TAPCON' 1.1/4" 3" 1.1/2" HINGE DETAIL 2 FL-15255.8 n VIEW B-B a Astragal strike®sill sH�r 16 OF 19 O f. R:\CHents\Trinity PERMANEN1VIodda Product Appravl Is\FL-15255\C-Drawings\FL-15255\FL-152555-B.dwg,178 ip I J III I I 0.81" I 1.25' f-- --I 1.25' I-- _Mm o a A lei g , .075'F- 1.34, —�I 0.75'I�— I' I V s° 0.75' N :i. 0.31 0.08" w $ z - I' O 'I O A UI to K D If 0 e •o d� , D I o O O _s O 4 G i 0.76" i, oo tV 0 N O N a o � Z � o m � o II I L C• No.43409• :*+ IF-�I-1.50" ,T���•� ,k i gog PRODUCT: Documento Prepared By.5, Q Z " " ry TRINITY GLASS INT'L Lyndon F. Schmidt 1i, RZORIOR•••�`��� Iv o P.E No. 43409 �rn s����1;,`\��` tJ y v II .i PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. I (Ntl Lq 1 3/02:15 UPDATE 70 5TH E0. (2014) FBC JK COMPONENTS ��P.O. Box 230, Vclrico, FL 33595 � N N NO DATE BY Phone No.: 813.859:9197- REVISIONS FBPE C.A. No. 9813 0 201 2 R.W.BUILDING CONSULTANTS INC. TOP Fn n P TOPO:' • io A-Avi y � v � b B-B-13 -0• k ° _-Z n d CDjSM 63- a 19'--��-� C CTOP ci 56" ''�� 4jLI p1• `` z n m z U N •: °� BOLT RETAINER v 19"-—J ` a v c z d c Aluminum(93/4"Long) 0 g L°i g m c w N c'� &� B o g p o a. cC 14 0.32" -{ 1-- ` `o z O �a r d DEAD BOLT (THRU HOLE) N O -, Co C4 b DEAD BOLT En `� h u'y L (THRU HOLE) vi FLUSHBOLTBAR Die Cast Zinc m a SLIDE6017ROD o O w Steel LATCH 0 z_ (THRU HOLE) a j o h Q. LATCH 0 a (BLIND HOLE) FLUSHBOLTBAR x Steel O DEAD BOLT (THRU HOLE) 0 N n r ►J 1.00 I I LATCH o (THRU HOLE) 0 L IEn c N N 1 N z Fn • �+ A- `= Fn^ ASTRAGAL CHANNEL .675' Ln Fn= - SCREW LOCATIONS -- - - - --- - --- - - -"?�-- - - �l G (TYP.) SCREW COLOCATIONS- - - -- - - - - - FLUSHBOLT N (nP') rr� 93 Die Cast Zinc __ __ ••--_.BOLT RETAINERS -.__ __ - _ - ASTRAGAL o ri - ___- _ ryuu� SCREW LOCATIONS --- - -BOTTOM-- _-- - ------' LvJ c� . z BOTTOM -�--— - —" - — - --CHANNEL --- r __.— - -" --- -(nP.L- -_ - -- - to FLUSHBOLT N < © rn FLUSHBOLT `q o f7 W D J SLIDE BOLT C4 BAR '4 c ROD Z a z 80TOM FLUSHBOLT ANALUMINUM DATF-02/27/72 ---il ASTRAGAL US' ASTRAGAL 1.44.E SME. N.T.S. ° zPVC DWO.BY: JK m VIEW A-A VIEW11-21 ASTRAGAL CHw BY: LFS 3 Aluminum Astragal Assembly Aluminum Astragal Assembly 1.44" DRAWING NO.: ¢ ENDURA ASTRAGAL TRC ASTRAGAL PVC ASTRAGAL YIEw c-c FL-15255.8 " a 6'8 Aluminum Astragal by Endura Products 6'8 Aluminum Astragal by Trinity 6'8 PVC Astragal by Trinity PVC Astragal Assembly N _ SHEET 18 OF X19 O BILL OF MATERIALS =V �c gp ITEM R DESCRU TON MATERIAL. A 1 X BUCK SG>=0.55 WOOD '�i��•'•.,, `� o m C 2XBUCK SG >=0.55 SHIM SPACE WOOD 1/111111 it, z o o 82•:Z D 1/4!'X 2.3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL v m xZ MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI \1(� E T m T. z o V a m g 9 6 0 a 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 F I 1 XX 3-3/4"PFH ITW CONCRETE SCREW STEEL m d D. H 114'X 3 1 J4"PFH ITW CONCRETE SCREW STEELE o 0 I 3116'X 1-1/4"PFH ITW CONCRETE SCREW STEEL = '1 J #9 X 2-1/4"PFH WS STEELa L #8 X 2-1/2"PFH WS STEEL M 3/16'X 3-1/4"PFH ITW CONCRETE SCREW STEEL P 114'X 2-3/4"PFH ITW CONCRETE SCREW STEEL cn Q 3/16'X 2.3/4"PFH ITW CONCRETE SCREW STEEL o: 1 JAMB(FINGER-JOINT PINE-SG>=0.421 WOOD En 1 STRIKE JAMB-FINGER-JOINT PINE(5-1/4')-SG>=0.42 WOOD m 2 JAMB FIBERGLASS/COMP W o 3 JAMB PVC z a 5 INSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUMINUM a' 6 DOOR BOTTOM SWEEP PVC o el 8 #6 X 1-1/4 PFH DRYWALL SCREW STEEL a a 12 WEATHER STRIP QEBD650 Q-LON 18 3.983'X 4.0"HINGE MIN 0.098"THICK STEEL m 19 SILLKEY PC/ASA 22 DEADBOLT STRIKE PLATE STEEL N 23 STRIKE PLATE STEEL 24 #9 X 5/8"PFH WS STEEL 25 OUTSWING HIGH-DAM THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. z 26 #9 X 1.0"PFH WS STEEL 27- -OUTSWING THRESHOLD.ALUMINUM.W/_COMPOSITE SUBSTRATE ALUM./COMP. - N 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 53 #8 X 1-3/4"PFH SMS STEEL 54 ASTRAGAL STRIKE @ HEAD STEEL -- --=56 --ASTRAGALSTRIKE-@SILL STEEL ° - -— -- _ 60 SIDELITE PANEL-SEE SIDELITE PANEL DETAICSHEET FOR CONSTRUCTION'DETAILS- --� -- — - — - a62 QUARTER ROUND WOOD --- ------ - — -- --_- — --- -------o¢--�_ 63 #8X 2-1/4"PFH WOOD SCREW STEEL 64 #8 X 2'PFH WOOD SCREW STEEL p o 0 65 #10 X 2'PFH WOOD SCREW STEEL Z ° ° 66 SIDELITE SPACER PVC 2127112 z 68 1X MULLION WOOD s N.T.S. 9 Mr.er: JK m CxN_DY: LFS 3 DRAWING N0. � .E FL-15255.8 " a — SHEEP 19 OF 19 N c V R' i I' MIAWDADE I MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 1 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadegov/economy 4r-,--PGf iudatr ipsaIuc_-; 1070 Technology Drive North Venice,FL 34275 SCOPE: I This NOA is being issued under the applicable rules and regulations governf ing 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 wliere 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.- DESC-RIl'- ION:,Series'-`SGD-77 "Aluminum Sliding Glass oo r w g0 'r corners APPROVAL DOCUMENT: Drawing No.PGT0130,titled"Series 7170 Alum. SGD- LM Impact", sheets 1 through 22 of 22, dated 10/10/14,with revision B dated 05/05/16, prepared'$y manufacturer, signed and sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control 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 Resistants i LABELING: Each unit shall bear a permanent label with the manufactureVs name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control IA.pproved", 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. TERNIINATION 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 autorz atically 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 Iby 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#15-1013.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. I ----------- t ��DA',Na 16,0629 06,= MIAM!DAQ=COUNTY E�cpiratton_Date:'Februar_y..J7 Approval Date: August 04,2016 Page I I PGT IndustriesLIne, NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD1 — LM Impact", sheets 1 n through 22 of 22, dated 10/10/14, 'with revision B Leld 05105116, prepared by manufacturer,signed and sealed by Anthony Lynn Miller R.E. B. TESTS 1. Reference Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 1 J 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading Der FBC,TAS 203-94 Along with marked-up drawings and installation diagram o i Aluminum Sliding Glass Doors (w/PS, Super, Cardinal&Duraseal Spacers) prcpai8d by Fenestration Testing Laboratory,Inc.,Test Reports No(s)FTL-8717,FTL-8970I land FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed&sealed by Idalmis Ortega,P.E_ Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-194 i I 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,TASK 201-94 5) Cyclic Wind Press-are Loading per FBC,j TAS 203-94 6)Forced Entry Test,per FBC 24111.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram ofian aluminum sliding glass door,prepared by Fenestration Testing Laboratory, inc.,Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. BTin�son,P.'E. (Submitted under NOA No. 14-0123.10) 3. Test reports on: 1)Uniform Static Air Pressure Test; Loadhig per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,,�,Loadi_T�'gl 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 i' AS 203-94 6)Forced Entry Test,per FBC 241113.2.1, Ld TAS 202-94 along with marked-up drawings and installation diagram of Ian aluminum sliding glass door,prepared by-Fenestration Testing Laboratory,11,ne.,Test Reports No.:1 IFTL-5980-11, FTL-6001-R and FTL-6015-1;, which have;been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales P.E. (Submitted under NOA No. 09-0826.10) rel Jorge M.Plasencia,P.E. roduct Contr= I'l M. Unit Supervisor NOA No.16-0629.06 Expir' ion Date: February 17,2020 A 11 rova]Date: August 04,2016 ii PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBI HTTED A. TESTS (coNTPmED) 4. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202,,-94 2)Uniform Static Air Pressure Test;Loadin"g per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBCTAS , 201-94 5) Cyclic Wind Pressure Loading per FBC,:TAS 203-94 6)Forced Entry Test,per FBC 24111.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram ofian aluminum sliding glass door, prepared by Fenestration Testing Laboratory, 'Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTI.,-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales,P.E. (Submitted under NOA No. 09-0826.10) 5. Additional Reference Fixed Window Test Report No. FTL ;7897(Cardinal spacer), per TAS 201,202 &203-94, issued by Fenestration!Testing Laboratory, Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS ! 1. Anchor verification calculations and structural analysis coriiplying with FBC-5tti Edition (2014), dated 01/30/15,prepared by manuf4cturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 14-0128.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE Ir 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS r 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer"dated 04/25/15; expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas® (Clear and White) Glass Interlayers"dated.06/25/15, expiring on 07/04/18. i F. STATEMENTS 1. Test proposal No. 16-0152 dated 03/09/16 approvedrby RE]R 2. Lab compliance as part of the above referenced Test Report Nb(s) FTL-8717, FTL- 8970 and FTL-8968. L! i Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17,2020 Approval Date: August 04,2016 E-2 �I i PGT Industries,Inc. I. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I' F. TESTS (CONTMED) 3. Statement letter of conformance, complying with FBC-51 Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) 4. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P'.E. (Submitted under previous NOA No. 14-0128.11) I G. OTHERS ! 1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° 4135° corners- L.M.I. approved on 10/29/15 and expiring on 02/17/20. I1 '1 I� I, ' l I. it i i I' Jorge A Plasencia,P.E. roduct Control Unit Supervisor i NOA No. 16-0629.06 Expiration Date: February 17,2020 Approval Date: August 04,2016 E-3 I l TABLE A: SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Group Anchor Substrate Frame Min Edge Min. Member Distance Embedment INCLUDING POCKETS &900/1350 CORNERS Concrete(min.2.85 ksl) adISIWJmnb I. 1318' GENERAL NOTES 1 1W Elco Ultrecon Ungrouted CMU,(ASTM 490) Jamb only 2.112" 1-114" 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU ASTM 490,Mtn.2list grout Jamb only 21/2" 1.314• 2j DESIGN PRESSURES: Concrete(Mn.3.35 ksi) Head/SilgJamb 1' 13/4• A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABCreteFlLES ASTM El300. 2 1/4'Elea Flex s.s. Ungrouted CMU,(ASTM 490) Jamb orgy 2.112• 1-114•B.POSITIVEP,T.Southern Pine(SG=0.55) HeadfSlWJamb 1• 1.395' POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300. Concrete(min.2.85 ksl) Head/Sill 1" 1.3/8• 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 1/4'Elco Ultracon UnCo creted CMU ASTM s]) Jamb only 1" 1-1/4" PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT P.T.southern Pine(SG=0.0) Head)b onl mb 9/16' 1-118• WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA #12,tsA or 410 Aluminum,6063-T5• HeadlSlll/Jamb 3/8' 0.063' BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. S.S.SMS, Steel.A36• HeadfSill/Jamb 318• 0.050• 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 threadsnn) steel Stud,A653 Gr.33• HeadlSllUJamb 3/8° 0.0451• 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete min.3.275 ks0 Heed/81111Jamb 1-111" 13/6• NARROW JOINT SEALANT. - V41 Efco 18.8 S.S. Ungreuted CMU,(ASTM 490) Jamb only 2' 1-1/4• 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR Aggre-Gatar Gmuted CMU(ASTM C- ,min.2 ksl grout) Jamb orgy 2' 2° WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.southern Pine(BG=0.66) iked/SIIUJomb 1" 1-11s° 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE RX southern Pine(SG=0.55) Head/siWJamb 9fi6" 1-1/B• CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 #12,Steel SMS G5, Aluminum,6053-75• Head/SIII/Jamb &1. 0.053• 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.11 thteada8n) steel.A36• liead/sIA/Jamb ifs 0.050° FLORIDA BUILDING CODE,AS APPLICABLE. Steel Stud,A653 Gr.33• Head/slWJamb 3/117 0.0451• TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ••P-NOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFERTO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. GENERAL NOTES.............I 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. EXAMPLE CONFIGS..........2-3 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS GLAZING DETAILS............4,5 INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS ANCHORAGE.....................6-14 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE DESIGN PRESSURES 6-8 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. INSTALL DETAILS..............12-14 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO ELEVATIONS.....................15,16 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES........,17 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, CROSS SECTIONS............18,19 MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT PARTS LIST.......................20 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS EXTRUSIONS....................21,22 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,ORAS APPROVED BY THE AUTHORITY HAVING JURISDICTION. TABLE B.SEE DETAILS ON SHEETS 4&5 DESIGN PRESSURE RATING IMPACT RATING PRODUCT REVISED as complying with the Florida Glass Description(Listed from Exterior to Inter) SEE TABLES 1,2&3 ON RATED FOR LARGE&SMALL Building Code Type ea) SHEETS 6.7&B MISSILE IMPACT RESISTANCE HoA-No. 16.0629.06 G3 L16'Laminated:(2)Utes of3lie"HS Glass with.CW PVB Intedayer = - - - STANDARDS USED: - Expiration Date02/1712020 - G3A 0116•Laminated:(2)LOes of 1/4'HS Glace i th.090'PVB Intedayer •2014 FLORIDA BUILDING CODE(FEC),STH EDITION By G4 7116•Laminated:(2)Utes of 3/18'HS Glass with.090'SG Interlayer •ASTM E730G-09 Mlaml- Product Control G4A 9116•Laminated:(2)Utes of 114'HS Glass with.090"6G Interlayer •ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION ---G5-1%aminated LG.:3N6"-TExterlorCap+318"_Air Space-- ofV16"HS Glass tdth.090•FVB IMede •ALUMINUM DESIGN MANUAL,ADM 2010 yer - - --- •AISI-S100-07/92.2010- GSA 1"Laminatod I.G.:1/4"TExterlor Cap+6116"Air Sae+7he'laminated;(2) --_'_--- G8 1:Laminated I.G.: ce+7118'Laminated; Utes ota'16'HS Glass Wth.090"SG Intedayer GGA 1"Laminated I.G.:1/4•'TExtedor Ca +6 116"Air Space+7/16'laminated;(2)Utes of 3/16'HS Glass with.090"SG Intedayer GLAZING NOTES: ��` •t LYNN ji,��li 'ANN°=ANNEALED 0,.• . l"11 G7 7116°Laminated:(2 Utes of3116'ANN Glass wsh:090'SO lntede er "HS"=HEAT STRENGTHENED - . ��.•'�tGENSg •,�9 �� G7A 9116'Laminated:(2)Was of 114°ANN Glass with.090'SG Intedayer "T'=TEMPERED �• zY% GS V Laminated LG.:3116"TExtedor Cap 316"Alr Space+7/16"Laminated;(2)Lites of 3/16"ANN Glass with.090°SG Interlayer °PVB°=090°BUTACITEt'PVB BY KURAFIAY AMERICA,INC. - No.58705 G8A 1"Laminated I.G.:114"T Extedor Cap+5116°Air space+7/16"Laminated;(2)Ines of 3116'ANN Gass with.090'SG Inteda or "SG"=.090"SENTRYGL.ASP BY KURARAY AMERICA,INC. - = o;� w JR05N52016 aysnzc DED SPACERS TO SHEET 15S TATE OF <Cl o� 10707ECHNOLOGYDerve GENERAL NOTES AND MAP :�0�•, F It VEMCE FL 34216 rmr •�/�`C;•.,�ORIOP•.•``fJ�� er: owc a"wn,a (WQ460.16W SERIES 770 ALUM.SGD-LM IMPACTv�Dh,n,� JRA 10110114 a>.r� o k CERT.OFAIr malas ® sGD•770 NTS 1 d 22 PG7D13D B P.. 58706 f { CONFIGURATIONS NOTES: EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw","Jc",'Kyr'OR"Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 1 3 PER TABLES 1-3 CAN BE OXXXp. O A &135°CORNER CONFIGURATIONS CAN BE A COMBINATION 1 OF ANY 2 STRAIGHT CONFIGURATIONS. Jw > Jw JC o MAX.UNR t / 1 I w 1 4 I o 0 3 FOR NOM.PANEL WIDTH,SEE TABLES 1-3, Igoe MAX.UNIT / ) HEIGHT / + I �" HEIGHT / PER TABLES 1,3 PER TABLES 1-3 / / 'X"=OPERABLE PANEL, "P"=PI OO KEERABLE PANEL, POCKET I h POCKET I DETAIL LETTER t\ t\ ---� "w"=WOOD OR METAL INSTALLATION 1-PANEL 2-PANEL W"c"=CONCRETE INSTALLATION CONFIGURATIONS 1 CONFIGURATIONS + , L—SHEETNUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7' NOM.PANEL WIDTH C w c NOM.PANEL WIDTH DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PER TABLES 1-3 1 1 3 PER TABLES 1-3 1 A3 C t 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" 1 —�\r-- t\r--- IfLs Ah IIQ J Jc 1 Jw Jc +8 + 1 14 1 13C is is 1 + iQ:0 MAX.UNIT c 19 1 1s 1`" 1 is&� MAX.UNIT 1 t3 1 I Z a y HEIGHT a y HEIGHT 9 s i PER 17 t 19 1 19 PER TABLES 1-3 I v TABLES 1-3 j Y l0 0 POCKET a I / / / POCI(i=7IL i a 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS t 3 3 W'1191158 MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH Ac Wc cc NOM.PANEL WIDTH 3 PRODUCT gltREVISED orlda PER TABLES 1 3 12 3 1 13 13 PER TABLES 1-3 Building Codc 3 NOA-No. 16-0629.06 1 13 _ Expiration Date 02/1712020 13 14 +4 I - - - _- - - - 19 19 14 I b Q MAX.UNIT 9 SEE By f—r 1 13 / I q a Mla - - Product oo rol MAX.UNIT I z a HEIGHT / NOTE HEIGHT_, 1 is 19 1e is / I`¢ PER 1s N HTHIs _ __ -- -- --PER TABLES 1-3- — - - - - --- --- ---j - TABLES 7-3_ / -/ -- -- - -- _ EEr 1� lab o a <t POCKET i y EXTERIOR 5-PANEL CONFIGURATIONS 3 1 1 2 CORNER,TYP. 13 C.r\ .. (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) af0707f5^_NNOLOGVDMVE EXAMPLE CONFIGURATIONS N.VBAC&FC 34775 nK ',•�_... f:4 . B",� am BONn SERIES 770 ALUM.SGD-LM IMPACT �sefy.uso-+sos s e�nme — 72- - Tse A. NN MILLER,P.E. -, °" JR 14 attx CERT.OFAUTN.02MB � scD ne NTS 2 �22 n�"e PQT0130 B LYP.E.#58705 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7/16"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"Jw',"Jc","Kurt'OR"Kc"INSTALLATION. NOM.PANEL WIDTH EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 1 e 3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION CAN BE OXXXp. w Jc I 1 3 1B 1 1s t 1 i 2)90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION dh MAX.UNIT 1 13 B B t i o a OF ANY 2 STRAIGHT CONFIGURATIONS. HEIGHT, t I 19 19 / 1 G 12� 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. 96"OR 120" V. J I ¢ "X"=OPERABLE PANEL, ILL POCKET r� � Poi � "O'=INOPERABLE PANEL, —sir--_� "p"=POCKET 6-PANEL CONFIGURATIONS 11211-1. 1 t DETAIL LETTER W=WOOD OR METAL INSTALLATION MAX UNIT WIDTH �'c=CONCRETE INSTALLATION NOM.PANEL WIDTH i i3 t3 t2 s L— SHEETNUMBER PER TABLES 1-3 -sir---� G Jw Je i DLO WIDTH=NOM.PANEL WIDTH-7' tB 9 18 1a t i DLO HEIGHT=DOOR UNIT HEIGHT-10.125" 6�L Cm i� 3 1 B 19 134 6-L 19 s i g r, PANEL HEIGHT=DOOR UNIT HEIGHT-1.866° MAX.'UNIT I z y w HEIGHT 13 i / I SO PER TABLES 1-3 lay I I POCKET y 7-PANEL CONFIGURATIONS 1 13 1 1 1 MAX.UNIT WIDTH - NOM.PANEL WIDTH w Ac c PRODUyyCTggREVISED PER TABLES 1 t 1 13 Budd og ICondewifh the Florida —sir--- 16-0629.06 -- - - -- — -- Expiration Date 02/1712020 Io By 1 1 9 B 19W, 1B 9 1 1 I a MAX.UNIT Ic y h Mlam rodact Contra HEIGHT t 13 t PER-TABLES-1-3-i = — — — _ _ __ — _ — _ i x W� - -03 _ -- — -�_ t --- - --— PocrcEr 8-PANEL CONFIGURATIONS a,� H,,,F 107OTECNNOLOSYDPJVE EXAMPLE CONFIGURATIONS :1;a''•'"•..•' '' M VENICE FL$4275 rct •'''';'.� .••. ;�' K041�4804600 SERIES 770 ALUM.SGD-LM IMPACT A.LYNN MILLER P.E. a JR a10/10/14 amaa a� CERT.OFAU7M#2=8 ® �Y SGD-770 NTS 3 d '1.2 ' PGTO130 B P.E.S 58705 GLAZING DETAILS (G3, G3A, G4, G4A, G5&G5A) 7118"NOM. 7/16"NOM. 1"NOM. 3/16"HS GLASS--\ 3/16"HS GLASS--, 3/16'HS GLASS .090"PVB .090"PVB .090"SG 3/16"HS GLASS 3/16"HS GLASS 74 3116"HS GLASS 74 3/8"AIR SPACE 74 3116"TGLASS B2 63 EXTERIOR 3/4"NOM. DREfi1OR 314'NOM. - GLASS GLASS 124-127 e2 314"NOM. BITE, 1�3 BITE. GLASS - BITE EXTERIOR (Eo)i 8D a 79 &:f; 54 54 55 7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 9/16"NOM. 9116"NOM. 1"NOM. 3/16"HS GLASS 114"HS GLASS 1/4"HS GLASS .090"PVB .D90"PVB .090"SG 3/16"HS GLASS 1/4"HS GLASS 74 1/4"HS GLASS 74 5116"AIR SPACE 74 1/4"T GLASS 82 82 B3 314"NOM. 314°NOM. EXTERIOR EXTERIOR 3G NOM. GLASS GLASS 124-127 a BITE a BITE GLASS BITE PRODUCT REVISED EXTERIOR as complying with the Florida 81 g1 (� Building Code Y-' NDA-No. 16.0629.06 79 7 - - — __ 64 - - -- gq -- - - — -- - —Explratlon-Date- BY �^ Mia o Product Contro 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS TYPE G5A GLAZING NOTES: r 4.1 "ANN"-ANNEALED �`1 a / f "HS"=HEATSTRENGTHENED .T"=TEMPERED "PVB"=.090"BUTACITE PVAY KURARAY AMERICA,INC. ;y "SG"_.09D"SENTRYGLAAY KURARAY AMERICA INC. 6glb R V52016 a.�.. DED SPACERS. 1070 TECHNOLOOYDRIVE GLAZING DETAILS N.VENICE FL 34275 n� -• Irr,,,i r, • �: 180114B0.1600 SERIES 770 ALUM.SGD-LM IMPACT v—sr A`r n.v"ea. mec ® °e 11° °iYpNo "� A.LYNN MILLER,P.E. JR 10/10/14 CERT.OFAUM#29295 SGO.770 NTS 4 °�22 PGT0130 B P.E.#58705 GLAZING DETAILS(G6, G6A, G7, G7A, G8&G8A) 1"NOM. 7116"NOM. 1"NOM. 3/16"HS GLASS 3H6"ANN GLASS--\ 3/16'ANN GLASS .090"SG .090"§G- 3/16"HS GLASS- .090"SG 3116"ANN GLASS 3/8'AIR SPACE 74 3/16"ANN GLASS 74 318"AIR SPACE 74 3/16"T GLASS 3116"T GLASS 82 _ B3 83 EXTERIOR 3/4"NOM. 314"NOM. 124-127 3/4"NOM. GLASS 124-121 GLASS BRE GLASS BITE EXTERIOR BRE aEXTERIOR a 78 79 54 55 55 1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G. GLASS,TYPE G8 1"NOM. 9/16"NOM. 1'NOM. 3/16"HS GLASS 3/16"ANN GLASS .090"SG 1/4"ANN GLASS .090"SG- 3/16" G 3/16"HS GLASS .090"SG 3116"ANN GLASS- 6/16" LASS 6/16"AIR SPACE l 74 1/4'ANN GLASS 74 5116"AIR SPACE 7a 1/4'T GLASS 1/4"T GLASS 82 83 83 314"NOM. 3!4"NOM. PxTEwoR GLASS 1za 1v 3G NOM. 124-127 GLASS a GLASS BITE BITE BRE PRODUCT REVISED EXTERIOR as oom 1 Ing with the Florida a EXTERIOR Building Coda 81 NOA-No. 16.0629.06 -- - - a -7B ___ 78 - - — - -- ---- - -- -- EaptrntlonDate 02117/2020 Y Mlam- "e FrodUCt Control =— - -- ---- 1'__;LAMINATED-I.G..GLASS,T-YP-E_G6A____ 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G. GLASS,TYPE G8A GLAZING NOTES: ,_.__—. - --- — ---- :•.�1�15•""`•:•:�"({;�!� ---— =- --- - - - "ANN'=ANNEALED "HS"=HEAT STRENGTHENED r� "T°=TEMPERED "PVB"=.090'BUTACITE PYB'BY KURARAY AMERICA,INC. "SG"=.090"SENTRYGLA Y KURARAY AMERICA,INC. tbbb'.rLDDOG.:- 1;.. ✓R &5/=016 emus DEDSPACERS fa707ECHNOIOGYDRIVE GLAZING DETAILS N.VENJC$FL 34176 ,� 1-7. /6,,y, 16� SERIES 770 ALUM.SGD-LM IMPACT sw.s4we ew sn,.e amwoao. �^ A.LYIAI MILLER P.E. " �` �" CERT:OFAURL p2B13B a SGD•776 NTS 5 'm T2 PGTD130 B P.E.058705 JR 10/10/14 TABLE 1: TABLE 1A Design Pressure(DP)and Anchor Quantities Required,(for all approvedTt71a—xImurn es Sill Height to Max.(+)DP DPoP a s "+60/'=60_ (Water Infiltration Rating) configurations on Sheets 2&3) ';a—'-(May-,be emit by Table ta)` For comer astragal anchorage on 90"or 135°comer units,see sheet 11 Sal Riser Height (+)Design Table applies to Glass > Door Unit Height (Flat or Box,see Pressure,psf Types 3,3A,5,5A,7,7A�'-8 0 `'a �" 90° 96" Sheat 17) &SA and the Stile f Astragal 69-7/0"DLO 73-716"D O 79-7/6"DLO 8&7/&'DLO Flush-1-1/7' see note 3 shown below. Anchor Group Anchor Group Anchor Group Anchor Group Lay-2-1/2' +46.67 types 1 2 D'-3.1 4 1 2 3 4 1 2 3 1 4 1 2 3 4 Medium-3-1/4" +60.0 Head/SI +1 C4+1" - I' C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C:4+1 C4+1 I C4+1 C4+1 +1 C4+1 C4+1 High-4" +60.0 24" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 B SEE NOTES 1-3 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 23. HeadlSill C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 30" DLO Jamb 8 a 8 a 8 6 8 8 8 a 8 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 a., 29, -�Head/SHI ; C4+1 C4+1',{;C4+�1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 � 36A��y,j�Jamb. .i s 8 =8 8 8 a 8 8 8 8 6 8 B 8 a t3 P=ltodt 1 6+7 5+7 p16+7{1 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+11 7+8 7+8 7+8 7+8 7+8 OH LENGTH E ead/SIII- C4+1 C4+1 `C4T1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 Z 4T' 35' Jamb B 8 8 8 8 B 8 8 8 8 9 8 9 8 8 9 0 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 0 T- ;41, --Read/S81 04+2 C�4+2 i liC,4tZ C:4+2 04+2 C4+2 04+2 Cs4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 o OH RATIO t 1 48""�p �&Jarnb,.r 8 8 >�8 8 6 8 8 B 8 8 8 8 a 8 8 8 O L OLO -wal?fiook$i 6+7 6+1 y6±7.� 6+1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. - OH RATIO=OH LENGTH NOTES: OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL. 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED),SEE DLO WIDTH= TABLE IA. NOM.PANEL WIDTH-7" 3)4",3-1/4"AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE I MAY DLO HEIGHT= BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED, DOOR UNIT HEIGHT-1.866" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. PRODUCT REVISED as complying with the Florida Building Code - Straight Astragal Lockstile @ 90"Astragal Lockstile @ 135"Astragal Lockstile @ NOA-No. 16-0629.06 Inte--dock -P-hook--- - Lockstile @•Jamb-- - Assembly ---St-raight-Astragal_ _-Assembly - =90'Astragal- —Assembly-_- _ 135"Astragal- _Expiration onto 02/17/2020 Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile By Inside fillamr-7P4PO Product Control Standard Astragal Outside Comer Outside - -- Corner- _- Garner InsI Corner a { 1E Outside ;•'.r?; y ! Inside Co Garner `.`r ' Part 060(Stile) Part#61(Stile) Part#119(Out.) Part#51(Stile) Part 460(x2) Part#60 Part#60 Part#67(Astragal) Part#60 Part#118(Comer Part#120(In.) Parts#31&#32 Part#61 Receiver) (Corn.&Fxd Mount) 1070rECNNOlAGYDRIVE PD ANDANCHORAGE "f' J "_ Ie N V6YIC>;tr.31278 (8d1}!8o"1600 SERIES 770 ALUM.SGD—LM IMPACT sar �"'+ 1°" A.LYNN MILLER P.E. R 10110114 a o.a CERr.OFAUM929OB ® aGD770 NTS 6 d22 PG7t7130 B P.E#solos TABLE 2: Design Pressure(DP)and Anchor quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+60/-60 For comer astragal anchorage on 90'or 135'comer units,see sheet 11 1 (May be limited by Table 2A) Table apples to Glass Types Door Unit Height 4.4A.6,6A,7,7A. 8&BA 60" 18' 90" 98" 102' 108" 114' 120' and the SOIe!Astragal types 88.718"DLO 73.718"DLO 7&718'0 85.716'DLO 91.718"DLO 97-7/8"DLO 103-718"DLO ­-:109-7/a.Anchor OLO shown below. Anchor Group Anchor Group Anchor Group An Giorgi Anchor Grou Anc er Group Anchor Group Anehor Group 1 2 3 4 1 2 3 4 1 2 314 1 2 3 =4 1 2 3 4 1 2 314 1 2 3 4 1 2 314 17, a 811 C4+1 C4+ C4+1 04+1 C4+1 74+1 +1 t:4+1 C4+1 04+ C4+1 CO C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 1 C4+1 +1 04+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1 24" DLO Jamb 8 8 8 8 B a 8 8 1 8 B 8 a B a 8 8 10 10 10 10 10 to 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+e 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 HeadrSlll C4+1 04+1 C4+1 C4+1 C40 C4+1 C4+1 C4+1 CA+Y C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 c4+1 C4+Y C4+1 04+1 C4r1 C4+1 C4+1 C4+1 C4+1 30" pJamb 8 6 8 B B 8 8 B 8 8 B B 8 8 B 6 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 8+7 8+7 7+8 7+8 7+8 7+8 7+8 7+B 7+6 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 a+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 11ead/SIn C4+1 C4+1 C4+1 C4+1 I C4+1 C4+1 C4+1 C4+1 C4+1 34+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 f 36" D Jamb a 6 a 8 B 8 B 8 6 8 8 B 8 a 6 8 10 10 10 10 10 10 t0 10 10 10 10 t0 10 10 10 10 P-hook 8+7 8r7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8r7+ 7+6 7+6 7+8 8+9 6+9 8+9 8+9 8+9 8+9 8+9 8+9 9+1019+10 9+10 9+10 9+10 9+10 9+10 9+10 e 35" HeadlSlll C4+1 C4+i C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 CA+1 04+1 C4+1 04+1 CA+1 C4+1 C4+1 C4-1C4+1 C4+1 C4+1 CM1 04+1 C4*1 C4+1 C5+1 C5+1 C4+1 CA+1 C5+1 CS0 ora. 42" DLO Jamb 8 8 8 8 5 8 a 8 8 8 a 8 B 8 8 10 10 10 70 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 8+9 6+9 6+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9r10 9;10 9+10 9+10 HeadlSlll Girt C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4r2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4r2 CS+2 C5+2 C4+2 C5t2 C5r2 C5+2 C5+2 C5+2 CS+2 CS+2 z 48" 0L0 Jamb 8 6 8 5 a 8 a B 8 8 B a B 8 8 10 io 10 to 10 io 10 10 10 10 10 to 10 10 f0 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 6+9 8+9 8+9 6+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+1g 9+10 Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 DLO Jamb 8 a 8 a 6 6 8 8 8 8 8 B 6 6 6 - P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+9 7+8 7+8 7+8 7+8 7 B 7+8 Not available in these sizes HeadlSll G1+2 C4+2 C4+2 C4+2 C4r2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 Zr C4+2 C4+2 + C5+2 60° DLO Jamb 8 8 8 9 B B 8 8 9 8 a B B e 8 B P-hook 6+7 6+7 6+7 6+7 7+8 7+B 7+8 7+8 7+8 7+8 7+B 7r8 7+8 7+B + 7+8 NOTES: O= EXAMPLE ON SHEET 9 DLO WIDTH 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL = NOM.PANEL WIDTH-7" 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL, TABLE 2A: POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Height to Max.(+)DP DLO HEIGHT= (NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) OH LENGTH �— 3)4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SIII Riser Height DOOR UNIT HEIGHT-10.125" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design PANEL HEIGHT= (Flat Or Box,see w POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,psi = O OH RATIO 2 1 AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Sheat 17) = 0o DOOR UNIT HEIGHT-1.866" NOT RATED FOR WATER INFILTRATION. Flush-1-1/2" see note 3 0 4)SEE SHEETS 10-14 FORANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-1/2" +4 . 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium.3-114" +60.0 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4" +60.0 OH LENGTH INSTALLED. SEE NOTES 1-3 OH RATIO=OH HEIGHT PRODUCT REVISED Building I Ing with the Florida Building Coda THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. NDA-No. 16.0629.06 — -- - — Interlock P-hook Lockstlle @ Jamb Stral ssembragal.---_Straight lle.C1-- ---90'-Astragal_ ___-90'Asti @ _135_emblyal _ Loc t e_ Expiration onto 02/17/2020 Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal - - - _ Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stlle Heavy-duty Stile By Mlamt- ro uet ontro Standard Astragal Outside Corner Outside Inside .---- --�„ ---_----. - --_-.— .---- -------=._ . Cornu r Comer • ` 1 Ou � Insideide Cor Comer tside Corner. Part 061(Stile) Part#61(Stlle) Part#119(Out.) Part#61(Stile) Part#61(x2) Part#61 Part#61 Part#61 Part#118(Corner Parts#31&#32 Part 1 .. `(. p1 •-_ Part#67(Astragal) Receiver) Pari#120(In.} H6 (Com.&Fxd Mount) 6.`d'�I :•�;' a J,f CY rasa 0 8"Wbnc � 1070 TECHNOLOGY DRIVE DPANDANCHORAGE e".isbac - AL VEWCG FL 34276 re11/ae61600 SERIES 770 ALUM.SGD-LM IMPACT _ A,LYNN MILLER,P.E. Us. e".7 d 22 a�.ao POT0130 B P.E.058705 JR a. on. a.mm R 10M0/!4 CERT OFatRN.+r191BB sco-na NTS 7 TABLE& TABLE 3A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+)DID For comer astragal anchorage on 90"or 135°comer unIts,see sheat ti T (May be limited by Table 3A) (Water Infiltration Rating) Door IJ t Hel ht Sill Riser Height Table applies to Glass Types 4,4A, 80' 84" W. AjAnchorGroup 02" 108' (Flat or Box,see (+)Design S.6A.7,7A, 8&BA and the Stile! ----69-7-/F"DLO 73-7/8°DLO 79-718"DLO 85- 91-718,DLO 97-7/8"DLO Sheet 17) Pressure,PSI Astragal types shown below. Anchor Group Anchor Group Anchor Group ArlcAnchorGroup AnchorGroup Flush-1-1/2" see note 3 4 1 2 3 4 1 2 3 4 1 2 2 3 4 1 2 3 4Law-2-112° +48.87 Deal n Pressure +/�0.0 sf - psf +/•7.0 ps Medium-3-1/4" +80.0 24„ 17" Head/S10 C4+1 C4+1 C4+1 CA+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4 +1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 04+1 ° +900DLO Jamb 8 B 8 8 8 B 8 8 B 8 8 e 8 8 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+ 9 8+9 8+9 B+9 8+9 8+9 1 8+9 8+9 SEE NOTES 1-3 Design Pressure +690,0 psi +/�2.6 psf +/-76.0 psi 30" 23° Head/SIB C4+1 C4+1 C4+1 C4+1 CA+1 C4+1104+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 _ DLO Jamb B B B 8 8 8 B 8 8 8 8 8 8 8 8 8 10 10 10 70 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+9 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 6+9 8+9 Design Pressure +/--9D.O psf +/+32.5 psf +/-76.0 psf a° 29" HeadtSOt C4+1 C4+1 04+2 C4+2 04+1 C4+1104+21 C4+2 C4+1 C4+1 1 C5+2 1 C5+2 I C4+1 I C4+1 CB+2 C5+2 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 36" DLO Jamb B 8 8 8 B 8 8 B 8 B 8 8 8 8 111 8 10 10 10 10 10 10 10 10 U P-hook 6+7 6+7 6+7 6+7 7+8 7+8 1 7+8 1 7+8 1 7+6 1 7+8 1 7+8 1 7+6 1 7+8 1 8+9 6+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 1 8+9 1 8+9 II E Design Pressure +150.0 psf +/-82.6 psf +1-75.0 pat OH LENGTH H 42" W. Head/Sill C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C6+2 C6+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 C6t2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C8+2 C5+2 C5+2 DLO Jamb 6 8 8 8 8 8 0 B 6 B 10 8 8 B 10 8 10 10 10 10 10 10 1D 10 C7 of P-hook 6+7 7+8 7+8 7+8 7+8 7+0 7+8 7+8 7+8 8+9 8+9 6+9 8+9 8+9 8+9 B+9 8+9 8+9 8+9 6+9 8+9 6+9 8+9 6+9 W Design Pressure +/•90.0 psf See Note A below +/.82.6 pat +/-75.0 pat = o OH RATIO 2 1 48° 41° Head/SDI 04+2 C4+2 C5+2 CS+2 C4+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C8+2 G5+2 C6+2 C6+2 O DLO Jamb B 8 8 6 8 B 10 8 8 8 10 8 6 8 10 B, 10 10 10 10 10 10 10 10 + P-hook 6+7 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 J— FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,4A,6,6A.7A, 8&BA: +/-87.1 FOR GLASS JYPE 7 NOTES: OH RATIO=OH LENGTH 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. OH HEIGHT 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4'SILL,POSITIVE WATER DLO WIDTH= DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES NOM.PANEL WIDTH-7" UNCHANGED).SEE TABLE 3A. DLO HEIGHT= 3)4-,3-1/4"AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND DOOR UNIT HEIGHT-10.125" MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. PRODUCT REVISED es comp)ying with the Florida THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. aullding Code - -- -_------ - -— Straigh_t_Astragal ___ Lockstlle @ 90'Astragal cks Lockstile @ 135°Astragal Lotlle @ NOn-No. 16.0629.00 Interlock P-hook Lo - Assembly' Straight Astragal —Assembly -90"Astragal-- -Assembly--—135'Astragal— -- .—Exphntion.Date-02/17/2020_ Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-dutyStlle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile By Heavy-duty Astragal Outside Corner I IdMlaml- rodu ontro Outside Cgrner _ Corner— — — r -- - -- Inside Corner Outside Inside co Corner Part 1161(Stile) Part N61(Stile) Part#119(Out.) Part#61(Stile) 58"'-5 -- Part#61(x2) Part#61 Part 061 Part#61 Part#118(Comer part#120(In.) Parts#31&#32 Part#61 Part#68(Astragal) Receiver) (Corn.&Fxd Mount) r 11f'_�b aamar. c.� a..s�m.: ema+n 1070lEerrNOLoorOwvE DPANDANCNORAGE _ N.VEA7CE,FL 31275 ro° ao a mnc (serNealsaO SERIES 770 ALUM.SGD-LM IMPACT sm eme sm.• miser o,..*v� rn.- A.LYNN MILLER,P.E. �f0/f0/f4 cmr of hint r�aze5 ® saDam NTS 8 d 22 PGTO130 B P.e.#667Os NO FRAME '7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, SEE"05"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10 SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"C8" SHEET 10 FOR INTERLOCK THIS POCKETS AND 60"NOM. CLUSTER,SEE 24'MAX O.C. SHEET SEE POCKET \ DETAILS,SHEET 11 x (8)P-HOOK r--____-_ x \ I PANEL WIDTH x JAMB MOUNTING I 6"MAX. °jT "x IxT x x-T'1-xx x x x x f x x x xx xx x x x x x S'MAX INSTALLATION, f^11L x x x THIS SHEET ANCHORS MIDWAY i l 0 3 MAX. x ° 8 SHEET 14 BETWEEN P-HOOK i ®' I I 4 PAIRS OF ANCHORS&AT 3" i l� ° x=FRAME x x ANCHORS j.; FROM TOP& I z ®i ,� I to ANCHORS 96" (TOTALS BOTTOM I c 14• I I_i 1 o UNIT 21"� ANCHORS) 4.051" "MAX.TO OPENING i a a MAX.O.C. ®i �jq•h�7AX,O.C. HEIGHT D.C. PER JAMB R a n®=P-HOOK EDGE OF POCKET SEE is e I� O ANCHORS x (SEE JAMB INSTALLATION R DETAIL DETAILS'Jc'&'Kc', i m� 10� m o=P-HOOK BELOW) END PANEL SHEET 14&PART i ®I i i ;U MOUNTING x 24"MAX ANCHORAGE DETAILS'J'&'K', I H j j ° 3"MAX ADAPTER (2 ANCHORS) SHEET 19 FOR a �--F® II ANCHORS x D.C. �-_-_ a_MAX- l % "+2" P-HOOK x x x x , x' .xi END PANEL ANCHORAGE ANCHORS END PANEL x' x i x xx x x x x xx xx x x x x 6'MAX ANCHORAGE(SEE ANCHORAGE •� x' x xx x %' SKETCH BELOV4) (SEE SKETCH BELOVI� "+2" �"+2" _\_"+2• ANCHORAGE ANCHORAGE CENTERLINE B"�^�' ANCHORAGE ANCHORAGE ANCHORAGE AN OF PANEL 1 2.04" 24"MAX. EXAMPLE:6-PANEL 2 TRACK 90"OUTSIDE CORNER-pXX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 ANCHORS MAY BE ADDED T— 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: AS NEEDED TO ALIGN THE F EXTERIOR HEAD OR SILL IF A SPLICE 80" IT CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" OCCURS AT THE P-HOOK. NOM. < •% INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX PANEL SEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM. FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY IOCe E9 5.64" ^+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT A 6"MAX PRODUCT REVISED 3.5' REQUIRED AS PER THE FIGURE AT RIGHT: " as eom 1ying with the Florida CENTERLINE JAMBS&P-HOOKS:6"MAX FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14-'MAX ANCHOR Building Code OF PANEL 2 ____ O.C.-(P-HOOK UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE F2-TRACK NOA tlo• 16-0629.06 - -) -- FRAME JAMB P-HOOK ANCHOR DETAILS ON SHEET 14.- -- -- — -- - - - ANCHORPAIR— '"-Expiration Dato 02/1712020_ +2"ANCHORAGE REQUIRES SEE"C5"CLUSTER END PANEL CENTERLINE CENTERLINE By "C6"CLUSTER,SEEOF DETAILS,SHEET 10 OF • ANCHORAGE Miam- ',-Da roduet Control DE • - 1 TAILS,SHEET 11 FOR ASTRAGAL (2 ANCHORS) " M ------ -=---- INTERLOCK ASTRAGAL - -- B- - le a _ Y- e r� ICENTERLINE EXTERIOR CENTERLINE� '+2"ANCHORAGE CENTERLNE "+2"ANCHORAGE-/ - ,.- OF PANEL 3 OF PANEL 4 OF PANEL 5 _ p SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS ') '• �1 _ . :•;r- xasaer. a.� w.nb,e o.�x".• ,.,z.��• :.., 1070 TECHN0WGyDRIVE ANCHORAGE SPACING&EXAMPLE PLANS N.VEMCE,a 34275 m n -NE, > .: I94r}4satsoo SERIES 770 ALUM.SGD-LM IMPACT ur._ s^°* m••*rx" '�'^ A.LYNN MILLER,P.E. �✓R 70110/14 � � mnc CERT.OFAU77t A29296 9 360.770 NT$ 9 x 22 PGT0130 B P.E.0 SMS TRAGAL OR ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASSPLICE LOCATION 6'DIAG. 2.04" INTERLOCK--t-IF t-IF NEEDED INTERLOCK-, CONDITION,USE IF NEEDED 2.04" CENTERLINE I CENTERLINE "C6'CLUSTER DETAIL) CENTERLINE 1.76" EXTERIOR' 8"DIAG. 3.5" 7" 7^ 1.75" 3.5" 21,. 4"DIA MAX. ORJOR .C. IXT V C2.04. a2.04" 2.04^ 21" 5.64" MAX. EKtERIOR 35" T, EXTERIORODIAGV4 PRIOR 7" 3.5" O.C. (�L �1, ,Tl, 7" v 2 TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD ILL 6"MAX (aD ASTRAGAL OR INTERLOCK (M ASTRAGAL OR INTERLOCK P ASTRAGAL OR INTERLOCK 5 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME AMB ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR 6"MAX I 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR [_SPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCK-�IF NEEDED INTERLOCK- CONDITION,USE INTERLOCK IF NEEDED ANCHOR PAIR CENTERLINE I CENTERLINE C6"CLUSTER DETAIL) CENTERLINE 2.04" 3.5" 7' 3.5' ANCHORS MAY BE INSTALLED 21^ EITHER IN THE EXT.OR INT. 0 2.04" "DIAG. MAX. TRACK(INT.SHOWN) W4. 8" 4.08O.C. 2.04" NOTES: 1.ALL DIMENSIONS SHOWN EXTfE(R,IOR 7" EXTfE1R,IOR 7" 4"DUG.' EXTEnwoR 3,5^ ARE BASED ON MIN. v 3-TRACK FRAME HEAD/SILL `� 3-TRACK FRAME HEADISILL V 3 5" 6"MAX' ALLOWED. 3-TRACK FRAME HEADISILL Cat ASTRAGAL OR INTERLOCK (a).ASTRAGAL OR INTERLOCK Cat ASTRAGAL OR INTERLOCK �� 2.FOR HEAD OR SILL SPLICE (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER i 3-TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C51 ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9. ASTRAGAL OR {.SPLICE LOCATION ASTRAGAL OR I ASTRAGAL OR (FOR SPLICE FOR SPLICED INTERLOCK--i IF NEEDED INTERLOCK i (FOR SPLICE INTERLOCK`- CONDITION,DO NOT CONDITIONS ONLY: CONDITION,USE USE THIS DETAIL) SPLICE LOCATION CENTERLINE I CENTERLINE i CLUSTER DETAIL) CENTERLINE "C6' IF NEEDED 1.75" 3.5 3,6" 7" 3.5° PRODUCT complyny with SED 3.5" Building iCo owlth the Florida NOA-No. 16-0629.06 2.04" - - - -4"DIAG. 2.04" 4"DIAG.1 12.04' - - - - - _Expiration_Data 02/17/2020 By 2.04" 5.37"DIAG. 4'DIAG. rmam a ro uc control 4.08" ----- 4 DIAG.— -- -- -----1- - - EXTERIOR CXTERIOR 7• EXTERIOR T' 3.5" =..".Gc•' 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL V' 4-TRACK FRAME HEAD/SILL 0ASTRAGAL OR INTERLOCK INTERLOCK Cal.ASTRAGAL OR INTERLOCK Co-)ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,'C4") ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITION g ((o rse.16� aft Ro.e— R.tlY n.. 1o7oTEcraotoarawvE ]�T- ANCHORAGE,EXAMPLE CLUSTERS N.VEMCE,FL 34D5 ror �r SERIES 770 ALUM.SGD-LM IMPACT 1 Is4r}490-f990 �� G� nrm: cat I _7 �' A.LYNN MILLER,P.E. JR 10110114 CERT.OFAUTH.N292W sao-no NTS 10 1 22 PGT0130 B P.E.f158705 2.04' 2.04' INTERIOR 2.04" INTERIOR 2.04" NOTES: INTERIOR INTERIOR 7„ 1.ALL DIMENSIONS SHOWN ?4-DIAG. 4"DIAL. 8.94° ARE BASED ON MINIMUM 6.12" 6.12" 3.5" 3.5^ ALLOWED. INTERIOR 7" INTERIO INTERIOR 2,DETAILS DEPICT ANCHOR INTE*21E.60il 1 ° 1 ° QUANTITY AND SPACING, 90 3. , 90° 3. " EXTERIOR AND WOULD BE IDENTICAL EXTERIOR EXTERIOR 4"DIAG. 4"DWG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 4" 3.5"° 4„ 3.5" 3 ^ 4" EXTERIOR „+1"ANCHOR2,042.04" 7" 2.04^ EXTERIOR 4" 2.04" 7" 8.94" EXTERIOR 90°CORNER 90°CORNER 135°CORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER OF PANEL ANCHORS ARE REQUIRED,"C4" ANCHORS ARE REQUIRED,"C6°) ANCHORS ARE REQUIRED,^� ANCHORS ARE REQUIRED,"C6') 4.08" ^+2"ANCHOR INTERIOR INTERIOR EXTERIOR 4.08" +1°ANCHOR 2.04" INTERIOR 411 3,5' INTERIOR 7.41" I 4"DIAL. 90° 7" 135° 3.5° CENTERLINE 3 EXTERIOR OF PANEL 3.6" 4.08' 4.08" "+3°ANCHOR 5.37 AG. 5.37" AG. 7" CENTERLINE 2.04" 3.5" 4" 3.5" 4 OF PANEL 4"DIAG. EXTERIOR 7° EXTERIOR 7" 4" INTERIOR ALL °+2"ANCHOR 3.5" 90°CORNER 135°CORNER EXTERIOR VIEWS 7" 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL { CENTERLINE C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED I OF PANEL (" AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT W7- INTERIOR 2.04",12" 3.5"EaIOR CENTERLINE 4" IMERIOR 5'88" OF PANEL PRODUCT REVISED INTERIOR Buildin pl In with the Florida 135° "+3^ANCHOR god4o2.04" NDA-No. 16-0629.06 - - Expiration Date 02/17/2020 6.12" 6.12" 3'S" 4.08" BY7" EXTERIOR2.04" 4„DIAG. 3.5I EXTERIOREXTERIOR 4" 204" L�.CENTERLINE r.�`�`• ��t, i„r cn 90°CORNER 135°CORNER I OF PANEL 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL ("CS"ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT - AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3 TRACK SIMILAR) .•;} 5 16 xeer• nstxun m"4ex .r/,,F,.�9....-•r;;;.- 10707EQHNOL0GYDRIVE ANCHORAGE,EXAMPLE CLUSTERS `• —pr oalx xnr"wm: N.VEMCE.FL W75 �^ �b °• (94f"80-1600 SERIES 770 ALUM.SGD-LM IMPACT s°yywwr am: sn,"e a-1 "w: A.LYNN MILLER,P.E. D—Ur,mm: c+xr°a JR 10/10/14 CMT.OFAUTR N29295 li� - SGD-770 NTS 11 d 22 PGT0130 P.E.7F58705 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: SEE TABLE ASHEET 1 EDGE DISTANCE: THE METAL SUBSTRATE , SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 2-1/16"" - 2-1N6- 2-1/16"" NOTES: EXTERIORr�"— SEEOANCHCOR 1/4" 1/4" 1/4" 1.ALL DIMENSIONS `Y' MAX. MAX MAX. SHOWN ARE BASED SHIMTERIOR a SHIM �TIaR SHIM ON MIN.ALLOWED. EMBEDMENT: 2.METAL OR WOOD SEE TABLE A, SUBSTRATES MAY BE USED FOR ALL FRAME SHEET1 TYPES PER TABLE A, 2X WOOORTYP., 2X WOOD WOOD ANCHOR TYP., METALTYP., SMS ANCHOR TYP., SHEET1. TYP.,SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 2 TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD "DIAGONAL O.C. Aw WOOD INSTALLATION Bw WOOD INSTALLATION G\v METAL INSTALLATION MIN 4"(HEAD&SILL) OR 6"(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES NP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE 1(1/4"MAX.) SHEET 1 1 SHEET 1 (114"MAX.) -- - r.r.. .1 (1/4"MAX.) -- ..::, ... ...;.x, EXTERIOR I EXTERIOR EICfER10R� EMBEDMENT:SEE 2-1/16"• 2-1/16"" �2-1116"' TABLE A,SHEET 1 EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TARE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 ® ME SILL. WOOD INSTALLATION FRAMEME SILL /6E�\3-TRACK 4-TRACK LLATION W D INSTALLATION Fw E LATION T LC INSTALLATION 0 0 LLATION EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EDGE DISTANCE: SEE TABLE A, EMBEDMENT:SEE METAL TYP., SHEET 1 PRODUCT REVISED _� SEE ANCHOR as comp)yIng with the Florida TABLE A,SHEET 1 O EDGE DISTANCE: - NOTE 4,SHEET 1 Building Cod EDGE DISTANCE: O SEE TABLE A, NOA-No. 0 16.0629.06 2X WOOD 2X WOOD -�__ - - - ---------- :- ==SEE TABLE A,- -- - _ SHEELi-_ TYP.,SEE ANCHOR SHEET 1 TYP.,-SEE ANCHOR--' -' - _ --- - -- --- -- -- - -- -- Expiration Dato 021'17/2020_ NOTE 3,SHEET 1 NOTE 3,SHEET 1 2-1/16"* SMS ANCHOR NP., By 2-1/16 ANCHORNOTESMiami roduct Con ro ---= —- WOOD ANCHOR TYP.,_ 2-1/16"* S&TABLE A SHEET 1 - = _-- _-_-WOODANCHOR_TYP.,_ - -= SEE ANCHOR NOTES _ - - __ _-- - _ ---- a-_rMIN.DF 3 &TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS- -' EXTERIOR O &TABLE A,SHEET 1 EXTERIOR BEYOND THE ���pa� LYNN EXTERIOR METAL rCriS '• P 1/4"MAX.SHIM -+I I� �I 1/4"MAX.SHIM - 4 Fes- v SUBSTRATE - 1/4"MAX.SHIM Imo- = No.56705 2-TRACK FRAME JAMB 16Eh 3-TRACK FRAME JAMB 4a 4-TRACK FRAME JAMB WOOD INSTALLATIONHw WOOD INSTALLATION kLw METAL INSTALLATION . ,m"• � tee" f0767ECNNOLOOYDR/VE ANCHORAGE DETAILS � C.o-`••. U�to •.••'�y�'���^ N.VEMM FL 94275 me (�'.' '•-...:..• a . (9W¢480.1608 SERIES 770 ALUM.SGD-LM IMPACT J uu"ma,t eam: cm.e A.CTN�1 MIL'L'EE�,P.E SJR 10/1QH4 �� LEAT.OFAUfM a42s296 ® SGO.770 NTS 12 -22 PGTO130 B RE#58705 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED PER TABLE*SEESEE ET 1 A,SHEET 116". PER TABLE 2.1/1©"• PER TABLE 2-1/16"* ON MIN.ALLOWED. A,SHEET 1 A,SHEET 1 1/4" "DIAGONAL O.C.IS EXTERIO . .:. •: .�: .." MAX. MIN 4"(HEAD&SILL) .( OR 6'(JAMB)SEE EMBEDMENT: 1/4" EXTERIOP 114" EXTERIOR DETAILS,SHEETS SEE TABLE A, MAX. MAX. 10&11. SHEET 1SHIM SHIM PROPERLYTE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP„ PROPERLY SECURED1XCONCRETE ANCHOR TYR, WOOD BUC ., HOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYR,SEE SEE ANCHOR NOTES& ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD Ac CONCRETE INSTALLATION \Acj CONCRETE INSTALLATION Ca CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.. PROPERLY SECURED 1X SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 5,SHEET NOTE 5, NOTE 5, 1(1/4^MAX.) SHEET 1 SHEET 1� 1 (1/4-MAX.) _ f (1/4"MAX.) - x..�^. EX EEPo T J. EXTERIOR J( 1 EXTERIOR 2-1/16"' 2-1/16 �2-1/18" CONCRETE PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL 45h 3-TRACK FRAME SILL 4-TRACK FRAME SILL Dc CONCRETE INSTALLATION Ee CONCRETE INSTALLATIONFc CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 `I EMBEDMENT:SEE TABLE A,SHEET 1 -�I EDGE DISTANCE: '' EDGE DISTANCE: PROPERLY SECURED SEE TABLE A, EMBEDMENT:SEE 1 CONCJCMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., SHEET 1 PRODUCT REVISED �I _J as com 1yIng with the Florida TABLE A,SHEET 1 TYP.,SEE ANCHOR SHEET 1 J.r: EDGE DISTANCE: NOTES&TABLE A, SEE ANCHOR NOTE 3, Building Code PROPERLY SECURED ___. SEE TABLE-A,-- -- A No. 16-0629.06 SHEET 1 Ito 1X WOOD BUCKTYP.; --SHEET-1- SEE ANCHOR NOTE 3, SHEET 1 - Expiration Date 02117!2020 CONC./CMU ANCHOR . 2-1/16"` SHEET 1Af TYP.,SEE ANCHOR By CONC./CMU ANCHOR .! PROPERLY SECURED NOTES&TABLE A, Miami-92116,product Control 1XWOODBUCKTYP, -- -_-- __—TYP. =- - -= _------- -- -_— -- _ -CONCRETE- - ----SEE-ANCHOR-NOTES;- SHEET I r NOTES&TABLE A, ---CONCRETE-- - - -- - - - - -- -_--- - SHEET 1 OR CMU SHEET 1 CONCRETE OR CMU EXTERIOR PER TABLE EXTERIOR EXTERIOR PER TABLE A,SHEET 1 '0 *11 L'fNN nn OR CMU X71/4"MAX.SHIM ��+ PER TABLE nn A,SHEET 1 :� 0`•.......... e'< A,SHEET 1 V 114"MAX.SHIM 1/4"MAX.SHIM I-- na 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB E 4-TRACK FRAME JAMB_ No.587^5 CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION \,Lcj CONCRETE/CMU INSTALLATION 'u. ,nmlrsrrNaortr0nive ANCHORAGE DETAILS N.VEMCF,FL 3495 me - mseM• mm: nmtn<r"rc 'i (�n;:,'(G clOri^�•��. (801}4861600 SERIES 770 ALUM.SGD-LM IMPACT -•, wawner faurvLY,.N'WIICrR CERT.oaml.paze6 oSrt B ro3;:P,.�E." JR 10/10)14 mN13 -22PC,TO 130 , INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL ; 2.693°MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT;SEE TO PREVENT - DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR WOOD ANCHOR TYP., INFILTRATION CONC./CMU ILLUSTRATIVE Com o SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE EMBEDMENT: &T A,SHEET 1 26 ANCHOR NOTES& TABLE A,SHEET 1 FOR ALL APPROVED SEE TABLE A, 29 (ALSO SEE TYP. :, TABLE A,SHEET 1 SUBSTRATES. SHEET 1 ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE DISTANCE:SEE Ze ExrERioR 3.SEE TABES 1-3, TABLE A,SHEET 1 EMBEDMENT: >'. SHEETS 6 8 FOR SEE TABLE A, ' '. ::•.;•' P-HOOK MOUNTING REQUIRED P-HOOK 28 0SHEET.. AND P-HOOK EXTERIOR •,�•.y'•�-.�••:' �. �,• ADAPTER MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., J L "';'; :':;,;;..',j'; ANCHOR TYR,SEE SEE ANCHOR NOTES V P-HOOK k....:. ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. 2.693`MIN. CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9. ILLUSTRATION,SHEET 9) EDGE DISTANCE A,SHEET 1 ILLUSTRATION,SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS E P-HOOK FOR USE WITH ANY SILL RISER PARTS#18,#20,#22 OR#24, Jc PARTS#18,#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING EMBEDMENT:SEE CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU NOTE 4,SHEET 1; TABLE A,SHEET 1 ADAPTER SMS CMU PER TABLE TABLE A.SHEET i ANCHOR TYP.,SEE MIN.OF 3 THREADS ANCHOR TYR,SEE A�SHEET 1 ; ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES A,SHEET 1 SUBSTRATE 28 &TABLE A,SHEET 1r•?.- (ALSO SEE TYP. (ALSO SEE TYP. EMBEDMENT: t �': ;,.,'.;;';.; ..•� ILLUSTRATION,SHEET 9) ILLUSTRATION, SEE TABLE A, EMBEDMENT: + SHEET 9) SHEET 1 2�J SEE TABLE A, AGE DISTANCE:SEE V.. t SHEET 1 T BLE A SHEET 1 �i' `•tir 1-1/4"MIN.EDGE DISTANCE PRODUCT REVISED 30 30 as oomplying with the Florida I Building CCotlda P-HOOK SMS ANCHOR TYP., NOA-No, 16-0629.06 EXTE O P=HOOKCONC_lCMU___— __ _EXTERIOR_ SEE ANCHOR NOTES - n ANCHOR TYP.,SEE - nExpimtion Date 02/17/2020 - — &TABLE A,SHEET 1 Vr V ANCHOR NOTES&TABLE (ALSO SEE TYP. 2.693"MIN. A,SHEET 1By ILLUSTRATION,SHEET 9) 2.693"MIN. Miam• ioduet control' EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE _ ILLUSTRATION,SHEET ®P-HOOK FOR USE WITH BOX SILL RISERS E P-HOOK FOR USE WITH BOX SILL RISERS w PARTS#19.#21,#23 OR#25, Kc PARTS#19.#21,#23 OR#25, aV 1 YN d R9J METAL INSTALLATION _ EXTERIOR CONCRETE INSTALLATION_ .EXTERIOR ;��ti�'r'GCNsr '[h�' (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT ,` ��.•' 4 FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY ria,5E'05 a � 6 �,. ro7o7Ecrrxocoorawve ANCHORAGE DETAILS 6T 1=d0� •`,�4 N.VEMC£FL 34275 rar ;^<ti^•.,F'C6RtOP.'`(J; M40.400•1300 SERIES 770 ALUM.SGD-LM IMPACT . u - Bx &b° � nB A:LY.E 168705 P.E. JR 10/!o/i4 CERT.OFAUTH#2M6 SGO-770 NTS 14 22 PGTO130 B P.E.#s0�0s CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH HEADER DETAIL W, MAX. NOM.PANEL WIDTH SHEET 16;INSTALLATION DLO TYP.PER TABLES 1-3 DET w&'Ac',� WIDTH INTERIOR SHEETS 12 8 13 NOTES: 1)SEE SHEET 17 FOR INDIVIDUAL EXTERIOR PANEL CONFIGURATIONS AS 90" APPLICABLE.SEE DP/ANCHOR PANEL PANEL TABLES,SHEETS 6.8 FOR MAX. PANEL TYPE TYPE PANEL CORNER DETAIL'NZ, PANEL HEIGHT AND WIDTH.SEE TYPE 'OS' 'AS' TYPE SHEET 19&CORNER SHEETS 18&19 FOR SECTION A ANCHORAGE SHEET 11 MAX.UNIT DETAILS AND SHEETS 12-14 FOR MAX. , PANEL X / MAX. HEIGHT INTERLOCK DETAIL INSTALLATION DETAILS. PANEL WIDTH TYP. T. / DLO PER 'M',SHEET 19 2)(1)LOCK(ITEMS 75&107.110)AT HEIGHT / HEIGHT TABLES EACH LOCKSTILE,LOCKING INTO SEE PER EXTERIOR INTERIOR KEEPER(ITEM 103)AT FRAME JAMB NOTE 2 TABLES 1-3 1-3 ORASTRAGAL. f� a l� JAMB DETAIL'133',SHEET 3)PLEASE SEE APPLICABLE '✓ X x 18;INSTALLATION DETAILS ASTRAGAL&INTERLOCK X X 'Gw'&'Gc',SHEETS 12&13 COMBINATIONS PER DP/ANCHOR TABLES. 90, DLO WIDTH=NOM.PANEL WIDTH-7" SILL DETAIL'D',SHEET 18;7 DLO HEIGHT=DOOR UNIT HEIGHT-10.125" INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XX/XX PANEL HEIGHT=DOOR UNIT HEIGHT-1.868" 'DW&'Dc',SHEETS 12&13 SILICONE HOT-MELT BUM STRUCTURAL SILICONE STRUCTURAL' SILICONE 3116"NOM. BY OTHERS POLYISOBUTYLEN 1/4"NOM. FOAM WITH DESICCANT WITH DESICCANT 16 EXT.GLASS EXT.('LASS #8 X 1" #10 X 1-1/2" PH SMS PH SMS INT.GLASS INT.GLASS +�+ KODISPACE 4SG TPS ,xs SUPER SPACER@NXTT`° PRODUCT REVISED ALUMINUM as complying with the Florida REINFORCEMENT pOLYISO- DESICCANT FILL AREA Building Code NOA-No. '16-0629.06 -_ _ _ _ _ _ _ __ BUTYLENE FINT.GLASS 116'NOM^ PANEL CORNER FRAME CORNER - srls rvoM.-- — —SEAL —_Expiration Date 02/17/2020 DETAIL DETAIL BUTYL ROLL-FORMED SILICONE By DESICCANT STAINLESS STEEL Miam a duet Control FOAM EXT.GLASS _ '—--- -- -_ - - - - - -- —— --- _-- _- - _- - --- - - _`-Part# � T Description----- -- =Material= - —_--- —--- _- —— —Ex7.-GLAss- - - -. 124 Kommerlin9 4SG TPS Spacer System ;�": ;:, •." %. 125 Quanex Super-Spacer nXi with Hot Melt Butyl See this `' ' s•= '.`'`. 128 Quanex Duraseal Spacer Sheet for INT.GLASS Materials 127 Cardinal XL Edge Spacer +ze DURASEAL@ SPACER +x7 XL EDGETMSPACER .. - REFERENCE TEST REPORTS:FTL-8717.8968&8970 JR aer- 0055csofe ar:e� DED SPACERS. fo70TECNNOLOOYORIVE ANCHORAGE DETAILS/EXAMPLE ELEVATION nor N. TEZ FLXV imc rn <ui; ra1}-0ea, SERIES 770 ALUM SGD-LM IMPACT _ > eawe sne.e A.LYNN MILLER,P.E. SJR 10/l1Y14 CERT.OFAUTH 678298 SQD 770 NT$ 15 d 22 PGT0130 B P.E.#58705 CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; )( ^1�INSTALLATION DETAILS'Gw'&'Gc',SHEETS 12&13 /FIXED JAMB DEfAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET HEADER DETAIL'A',SHEET 18; MAXDLJAMB DETAIL'G3',SHEET L INSTALLATION DETAILS &'Ad, WIDTH-SHEET 18;INSTALLATION DETAIL ET 1'8 18;INSTALLATION DETAIL 18;INSTALLATION DETAILS DETAILS'GW&'Gd, L2,SHEET 19 'Aw'&'Ac',SHEETS 12 813 SHEETS 12&13 TYP. ^�'Gw'$'Gc',SHEETS 12&13 SHEETS 12&13 (- J 90° I EXTE IOR INTERIOR PANEL PANEL PANEL PANEL rPANEL PANEL INTERLOCK DETAIL TYPE TYPE TYPE TYPE PANEL PANEL PAPER' L' D' A' TYPE TYPE M',SHEET 19 MAX. CS' QS' MAX.NOM. 90°OUTSIDE CORNER PANEL HEGIRT SILL DETAILNOM. h HEIGHT CORNER ANCHORAGE & WIDTH TYP. PER 'D',SHEET PANEL / PER MAX. PER SEE TABLES 18; MAX. ! SEE SHEET 11 DLO NOTE 2, 13 DLO WIDTH TYP. TABLES TABLES 1-3 INSTALL PER NOTE 2, 1-3 INTERIOR HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15 11 IL �, 'DW'&'DC', EXTERIOR p X 4 SHEETS d, * � NOM.PANEL &13 , WIDTH TYP. 41% �, X x x x PERTABLES 1� MAX.UNIT WIDTH ✓ J MAX.UNIT WIDTH SEE FRAME& PANEL CORNER SILL DETAIL'0',SHEET 18; MAX.UNIT WIDTH CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'Ow'&'Do',SHEETS 12&13 EXAMPLE:90c OUTSIDE CORNER-XXM(2-TRACK) JAMB DETAIL'11',SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'IW& L2,SHEET19 — 1 INTERLOCK DETAIL'M',SHEET 19 'Id SHEETS 12&13� \ u HEADER DETAIL —JAMB DETAIL'H2'.SHEET P-HOOK DETAIL'J'&'K',SHEET 13%SHEET 18; 1 INSTALLATION JAMB DETAIL'12,SHEE 1T 8;INSTALLATION HEADER DETAIL'C',SHEET 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', 18;INSTALLATION DETAILS 'HW&'Hc',SHEETS 12&13 Jc','Kw'&'Kc',SHEET 14 DETAILS'Bw'&'Bc', DETAILS'Iw'&'Ic',SHEETS 12&13 SHEETS 12&13 Cw'&'Cc',SHEETS 12&13 I —= MAX.UNIT WIDTH r MAX.UNIT WIDTH i, PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL 1 TYPE TYPE TYPE TYPE PRODUCT REVISED TYPE TYPE TYPE TYPE Ias complying with the Florida R, 'L' ,M, F I M' F 'F P' Building Code MAX I NOA-No. 16-0629.06 - - NOM.__ NOM. UNIT -MAX.M HEIGHT - _- _ PANEL - a j - PANEL- - HEIGHT- --- Eaptratlon Data 02117/2020 PER WIDTH TYP. e 1 I WIDTH TYP. PER BY TABLES MAX. /SEE PER SEE MAX. PER TABLES Miami- a o uet Control 1� DLO TABLES 1-3 0 I DLO TABLES 1-3 1� -- -- NOTE 2, a 1 OTE 2, HEIGHT- -SHEET-15=, — __-�-_I _SHEET-15 HEIGHT__ o x x x X x x o " EXAMPLE:OXXXp SILL DETAIL'S',SHEET 18; EXAMPLE:XXXO SILL DETAIL T' SHEET 18; INSTALLATION DETAILS INSTALLATION DETAILS (3 TRACK,RIGHT POCKET)TRACK,RIGHT POCKET) (4-TRACK, BY-PASS) 'EW&'Ed,SHEETS 12&13 Fw&'Fc',SHEETS 12&13 6 `�.. Rema BY• BeX lbHalnx D�'' ne„a Bax waimc 1070 TECHNOLOGYMM EXAMPLE ELEVATIONS N.VENICE,FL 31276 a.naBr Bwx• (94 MOO.1B00 SERIES 770 ALUM.SGD-LM IMPACT arc s.ie c saes '1 Oxuarw R" A.LYNN MILLER P.E. Breus BY. Oma. Brenna CERT.OFAUTN.029298 SGO-770 NTS 18 22 PGTO130 B REA 58705 JR TQ/f0/14 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOX IN BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 90 TCO NER 35 RECENER 36 RECEIVER WIHANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDL 1B �u EIVE18 WIHANDi W/HAND#LE TYPES OUT IN -rcm -5 #720 #119 #61 #118 #61 JI61 INTI!gL CK � F PP K TR TQ TC ' TA TV TW OUT SINGLE INTERLOCK g E P A C C IC SQ SC SA SV SW IN Iemrovr Iearrep �LE � RFS R S S FD FC FV FW Bax0u0 /eoxa) LOCKSTILE W/HANDLE * (�I� /I/��/�)( J J (6aXolJ7) BaY9fj uj ASTRAGAL eox our LR PANEL NOTES; W/HANDLE Boxoum 1.SEE OR TABLES 1-3,SHEETS 6-8 FOR PANEL ASTRAGAL CLff SIZES&DESIGN PRESSURE. LLIBox IN /V LEFT �j INTERio RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF ._I w/HANDLE ik, PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS F- ASTRAGAL / T U STILE EXTERIOR STILE AND ARE NOT AVAILABLE. CD BOX OUT 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES BOXOM Boxom (#61),CORNER RECEIVER(#118)AND EITHER I— PANEL"E" SEE TABLE FOR OTHER PANEL TYPES AND UJ ASTRAGAL / T EXTERIOR(#119)OR INTERIOR(#120)CORNER Box IN APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. J mm" BOX" 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES INT CORNER D 9D LoDKSnLE 11 T- CI (#61)AND CORNER ADDON(#31). J EXTCO HANDLE#1,,, /� SILL RISERS OPTIONS 232" 2 W 90 LOCKSTILE �q T Q� Z 90 HANDL LLE !�L/ 232" EXTERIOR Q W/HANDLE p11B a" EXT CORNER#81 232- EXTERIOR EXTERIOR .062' 9I RECENER / "T C` T�ml� .062' 4,055' W/HANDLE "'VVV V .062" 3.305' #118 2.656' INT CORNER Y.81 A / AS DF 1.56T�2 -1 I 1 .N RECEIVER Ji. Wt HANDLE 118 PRODUCT REVISED #118 as complying with the Florida EXT CORNER /'+ 16•SILL RISER,FLAT` 2D SILL RISER,FLAT SILL RISER,FLAT 24 SILL RISER,FLAT Building Code _ 90RECENER CF FLUSH19-1/2" SILL RISER, MEDIUM,3-1/4' OHIGH,4" .OA-No. 16-0629.06 -----_ '- 8 -_ - - _ —- --- - --- -- - ------ — --.----__- ____-_— -•-I ►- .750 -Exp ra on to EXT CORNER 1 --- _ -_r--750' ---_--__I--- - i tl_.Da .02117/2020._ 35 RECENER VT VS VF 750, EXTERIOR By W/HANDLE #6EXTERIOR DB2' miaml-badwrroauct Contro INT CORNER #3�1�J EXTERIOR EXTERIOR .062, 1351 ECEIVER', - WV-=- Y�Y� - --- _� —__-.906-_ _ _._-082'__ _ 4.055" 1, 1.• _ W- -S-- HANDLE q61'V __vu_- - - _ 3.305'_ 1.5 .D62° --- -7- --SILL - - -- — - -- -•.�.. SILL RISR, SILL 19'FLUSH 1E1R/2'�• 21 LOW, 1S SILL .BOX 23 MEDIUME3 1/4OX 25 HIGHR�ER,BOX 'NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 D/� �b 1;_ sr ,�,� ,,a 10707ECNNOLOGYORNE PANEL TYPES N.VENICE FL 34275 rar /941}4601600 SERIES 770 ALUM.SGD-LM IMPACT _ _ em., sns.i aM'rR" A LYNN MILLER,P.E. T. JR 10/10/14 rrdowee o� CEROFAWN.629296 ® SGD.770 NTS 17 -22 PGTO130 B P.E458705 ASSEMBLY DETAILS 108 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) sb OR 61 105 LOCK PAR 17 FULL LENGTH 14 75&107.11 I106 OF JAMB 5 kEK G3 60 OR 61 1B 5 60 OR 61 2-TRACKJAMB G12-TRACK JAMB (SHOWN 5 SEE DETAIL G1 CLIP#105 WITH FOR FIXED6"LONGOPERABLE LOCK PAf�T105 @ W/RETAINER#106 PANEL) s0 PANEL CLIP 75&107-t MIDSPAN (SHOWN WITH FIXED PANEL TO LOCK PART SEE DETAIL G2 5 THE INTERIOR) EXTERIOR 103 113 76&to7-110 103 FOR FIXED 5 so OR 61 PANEL CLIP 103 IDEXTERIOR v 15 5 14 112 16 17 E,,, ULL LENGTH 40s0 OR 81 r-EXTERIOR #10x 314- F JAMB 2-TRACK JAMB 2-TRACK JAMB --LEXTERIOR LEXTERIOR DE—RIOR V/ SMS,X 3 CLIP#80 OR#105 51 52 W/SCREEN 6"LONG Z W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB @ (SHOWN WITH H1 (SHOWN WITH H2(SHOWN WITH 17 (SHOWN WITH 12 (SHOWN WITH MIDSPAN 80 FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FOXED PANEL TO OPERABLE PANEL) THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) -,I.EXTERIOR rLExTERlOR 2 112 1 3 4 I 45 5 113 5 113 5 52 5169 EXTERIOR 69 EXTERIOR 69 EXTERIOR 53 a a a 3-TRACK j6a�4-TRACK MAX.UNIT OPTOWN I TH fir-::h2-TRACK OPT.SCREEN EA FRAME HEADCREEN FRAME HEAD kVFRAMEHEAD EIGHT PER TRACK TABLES 1-3 PRODUCT REVISED 53 69 as com 1yIngg wlth the Florida 09 Building Cod. EXTERIOR EXTERIOR NOA-No. 16-0629.06 _ _- __ 1/8—r�ZOJR —_——,—__ 72 OR.73___ 52 57 - - - - '- - -' - --72 OR-73-- - - - - -—-- — - ------Expiration Date 02/77/2020.46 11 9 1011 11Miami-De� ,.duet Centro 1.13 _..EXTERIOR--112—_ ._ -_ = i _ _6 i 2-TRACK W/SCREEN 3-TRACK - 4 TRACK FRAME SILL FRAME SILL FRAME SILL (•lo.`cSiG;; •ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES "` _ 13,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. xma r• wr Aar[sax P"°tm^, t.797ECNNOLOGVOFIVE VERTICAL SECTION DETAILS ....... Ro,WPy — N.VEMCE FL (9 41)48&16W 31175 Tas SERIES 770 ALUM.SGD-LM IMPACT ftarotl oos wyxmrz " . s"f®fuca: amr� srmec A.LYNN MILLER,P.E. om.ner Pma: ch NW. CERT.OFAUTH.#19199 ® SGD-770 NTS 1 18 122 PGTO130- B' P.E.#59705 .ra 1o71wr4 ASSEMBLY DETAILS (SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 81 113 118 2a 7 28 30 113 11 27 63 26 27 63 103 62 111 83 60 OR 81 60 OR 61 60 OR 61 65 2B 14 29 120 5 85 65 EXTERIOR 111 62 *EXTERIOR 111 62 90° EXTERIOR EXTERIOR INTERIOR EXTERIOR V P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS INTERIOR (EXT.OR INT.MOUNT) ®K EXT.MOUNT ONLY 90° LOCK PART 60 OR 61 LOCK PpR LOCK PAR It a 107.11 758107-110 M754107-110 81 5 INTERLOCK ri 14 60 6061 61 %gAno,1 I EXTERIOR 113 _ptIERIOR113��// 113 103 119 EXTERIOR 67 66 STANDARD ASTRAGAL#67 6E:h HEAVY-DUTY ASTRAGAL# b90'OUTSIDE 6E�N 90'INSIDE CORN L1 WITH STANDARD STILES 460 L2 WIT HEAVY-DUTY STILES#61 N1 2 TRACK SHOWN CORNER N2 2-TRACK SHOWNER 'ITEM#61(HEAVY-DUTY STILE)SHOWN,ITEM#60 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) ",SHEETS 6-8 FOR DP (PSF)ASSOCIATED WITH STILES. 4 INTERIOR 31 LOCK PART 75 8 107-110 4 INTERIOR 5 5 •�INTERIOR 135^ PRODUCT REVISED as complying with the Florida Building Code Noa tio. 16.0629.06 - - - - - - -- -- - _ _Expiration Date 02/17/2020 11 7 135° BY 14 6 g1 32 nllam roduet l:o-Uu 103 EXTER{OR_ 32 87 11 5 -- -- --- - ``( •.frill :,�, LOCK PART 31 103 61 EXTERIOR 7al,;y,'•.'•:�, ' 75 a 107-11 14 ®135°INSIDE CORNER 02 2-TRACK SHOWN E 135°OUTSIDE CORNER \,(11/2-TRACK SHOWN _ L r0707ECHNOLOGYORIVE HORIZONTAL SECTION DETAILS,CORNERS :•''r: M VENICE FL 34275 me r+mwer• w� wwe,Y SERIES 770 ALUM.SGD-LM IMPACT .': (s41}aea r5oo rrru�mfd.' �� s" °1e1M0r- A.LYNN MILLER,P.E. uov.iep a� ° CERT.OFAUTN.1129280 SGO.770 NTS 19 n 22 PGT0130 B P.E.tf 56705 JR 10a/10/14 Item PGT PGT# Description Item Dg.wg.# PGT#. Description NOTES: Ow .# 1)ALL ALUMINUM=6063-T6 1 17306 617300 2-TRACK HEAD 66 I 325 617325 PANEL STILE 2 17303 617303 2-TRACK HEAD WTTH SCREEN RAL 61 17326 617326 PANEL STILE(HEAVY DUTY) 2)ITEMS#33-39,56-59,66,78,84-99, 3 17309 617309 3-TRACK HEAD 62 17327 617327 INTERLOCK ADAPTOR 121 8122 ARE NOT USED AND ARE 4 17312 617312 4-TRACK HEAD 63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL. 5 17314 577314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD s 1 17317 1 617317 FRAh1E HEAD/.NMB ADD-ON e5 17328 617326 INTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES 7 17304 817304 2-TRACK SILL 67 17329 617329 ASTRAGAL MIN.#10 SMS OR 3116"MASONRY 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL ANCHORS @ P,4'MAX.O.C. 9 17307 617307 3-TRACK SILL 59 17324 617324 TOP I BOTTOM RAIL 10 17310 617310 4-TRACK SILL 70 17350 417350 WEATHERSTRP EXTENSION(INJECTION MOLDED) -11 17313 617313 FRAME SILL TRACK INSERT 71 1695 71695 1-1/2"X 1"X3/4"NIGH FIN SEAL DUST PLUGS 12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 6153 78153X TANDEM ST.STL ROLLER ASSY. 13 17316 617316 FRAME SILL SCREEN FNDADD-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY. 14 17305 017305 2-TRACK JAMB 74. SILICONE DOW-899,DOW-995 OR GE 7700 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 16 17308 617308 XTRACK JAMB 76 71032X1FPFX #1032 X 1"FL.SS SCREW W/TYPE"F'TIP 17 17311 617311 4-TRACK JAMB 77 7103239 1032 STEEL ZINC U-NUT 18 17322 617322 SILL RISER-FLAT,FLUSH,1412' 79 17357 617357 1'IG BEAD 19 17319 617319 SLL RISER-00X,FLUSH,14/2' BO 17359 617359 7118"BEAD/FDED PANEL CLP 20 17321 817321 SILL RISER-FLAT,LOW,2-11T 81 17360 617360 9116"BEAD 21 17318 617318 SILL RISER-BOX,LOW,2-1/2" 82 1224 6TP247K VOM BULB WEATHERSTRIP 22 17355 617355 SILL RISER-FLAT,MEDIUM,3-1l4" 83 61745 1745 LOWE INC,1/2"X 1H6°SGL SIDE AUH.TAPE,POLYETH. 23 17354 617354 SILL RISER-BOK MEDIUM,3-1/4" 100 8052 4BO52 ROLLER ADI HOLE PLUG 24 17323 617323 SILL RISER-FLAT,HIGH,4' 101 72087 JAMB BUMPER 25 17320 617320 SILL RISER-B(K HIGH,4" 102 1696 71690 OUST PLUG 28 17333 617333 POCKET P•HOOK 103 8186 7816OX 1'KEEPER 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 653 7SDKEEP SCREEN LOCK KEEPER 28 17334 617334 POCKET P HOOK MOUNT 105 17344 617344 FDED PANEL CLP-6"LONG 29 17335877335 P-HOOK COVER 108 17352 617352 FOED PANEL RETAINER-9116" 30 17348 617348 POCKETP-LOOK FORBOXRISER 107 1739 71739 HANDLE KT-INTERIOR RAISED WTTH THUMB TURN 31 17378 1 617378 1135 CORNER 108 1740 1 71740 HANDLE KT-RAISED EXTERIOR HANDLE 32 17376 1 617376 1135 FRED MOUNT 109 7731 78162SN HANDLE KT-RECESSED NTERIOR WITH THUMB TURN ITEMS 40-53 ARE SCREEN PARTS: 110 1732 78178 HANDLE KT-RECESSED EXTERIOR PULL 40 4319 1 612258 SCREEN SDE RAIL-LOCKSTILE 111 71OX34PPSDAX#10 X314'PH.PN.TEK-S.S. 41 7LOCKWGSK SCREEN LOCKSET 112 1235 67510 WSTP,.210 X.170-FN SEAL 42 41818 SCREEN KEEPER SPACER SET 113 1712 64056 .187"X.230"FNSEAL 43 8152 88152 SCREEN INTERLOCK ADAPTER 714 71OX115PPX #10X1-1/2" PRODUCT REVISED 44 4428 84428 SCREEN DOUBLE INTERLOCK 115 710)PPT #10 X 1" as corn ng with the Florida 45 4377 817256 SCREEN TOP RAIL 718 720X1% 414-20 X 1"S.S. Building Codo _46 __4318_ _ _612257 SCREEN BOTTOM RAIL 117 720X112% #14-20 X 1-112°S.S. NOA-No. 16-0629.06 47 668 7SRAZ STANDARD ROLLER - 716- 17336---617330 90 DEGREE CORNER RECEIVER - -- --- — —- explration Dato.02/-1712020 46 068 7SRAX STANDARD ROLLER-ST.57L 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL 49 4344 64344 SCREEN ASTRAGAL 120 17338 8117338 90 DEGREE INSIDE CORNER ASTRAGAL By Miam- roduct Contro 50 17349 617349 OND SCREEN ASTRAGAL ADAPTER 123 17352 817352 FRED PANEL RETAINER,7/8' --_-__--- _51-=-1692= --61692 --SCREEN-SPLINE=-.165°. 52 1894 131694 SCREEN SPLINE-.150" - - 53 01816C20 SCREEN CLOTH -� ---- - ---�- -- - — 54 1775 1!2"X4"X 1/16"SET.BLOCK,NEOPRENE 85+/45 55 1728 1"X4"X 1/16'SET•BLOCK;NEOPRENE 85*M r (10047r0}74EeaCE1N8FNO1L0 3O47G7YTec PARTS UST "'OE N.VENC fl".F. SERIES 770 ALUM.SGD-LM IMPACT _ s. c •' — A.LYNN MILLER,P.E. SJR IWIW14 0.� CN:RT.OFAUT{029MSGD-770 NTS 21) d PGT0130 6 REN 58705 5.069" 8.562" -"j 1.36" 1.38" 0.080" 1.872" 1.211" 1.505" -... _ 0.081" 1.019" 0.062" 0.081" 0.081" 02-TRACK HEAD 10 4-TRACK SILL SCREEN (6063-T6 AL) (6063-T6 AL) 40 STILE 6.198" (6063-T6 AL) 6.198" 8.526• 5.069" 0.080" -y 1.045" 1 ZF 1" 5" Lam" -L 1.993" 0.062" 0.081" O2-TRACK HEAD W/SCREEN TRACK Og 3-TRACK SILL EN (6083-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB 48 TOP RAIL (6063-T6 AL) (6063-T6 AL) 7.105" 2-TRACK JAMB W1 6.221" 15 SCREEN TRACK 0.080, (6063-T6 AL) 1.36" 0.876" 1.211" 1.505" �+- _L I I 1.993" 0.081" O3-TRACK HEAD 88 2-TRACK SILL W/SCREEN TRACK 0 L 0.062" (6063-T6 AL) (6063-T6 AL) .081" SCREEN 6 BOTTOM RAIL 9.142" (6063-T6 AL) 4.49" O.18i" --� 0.080" 1.211" 1.505" 7.105" L O4-TRACK - 9.141" 0.081" 4 TRACK HEAD O2-TRACK SILL PRODUCT REVISED (6063-T6 AL) (6063-T6 AL) as eomplyln with the Florida Building Coda BOA-No. 16.0629.06 ----- - - -- - 1. 0.060"--- ---- -- -=--- - - - - -.-- ----- -Expiration-Date- 514" -- 0.062 1.260 " By " 0.532' 0.760' Miami ad� duet Control -=- - _ -1:516'- - OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN • FRAME SILL SCREEN ADD-ON 12 ADD-0N 19 END ADD-ON 16 3-TRACK JAMB (6063-T6 AL) (6063-T6 AL) (6083-T6 AL) (6063-T6 AL) r' " REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS OR 3/16"MASONRY OR 3/16"MASONRY 17 4-TRACK JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS a@ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (6063-T6 AL) �. Rr 1070TECHNOLOGYORME EXTRUSIONS t 'y M VENICE,Fl.94775 -.... a Mt)480,1600 SERIES 770 ALUM.SGD-LM IMPACT as.eA.LYNN MILLER,P.E. JR 10110114 CERT,OFAUTRM286 sco-no NTS 21 m 22 PGTO130 B REA 58705 0.718" 0.83" 2.304" 3.802" 3.802" 0.752" I 0.752" 0.885" 0.574" 0.796" 1.163"� 0.062" 0.080" 0.062" 0.284" 0.075" 0.233" 0.062" 50FRAME SILL P-HOOK MOUNTING POOK SCREW - 11 20 P-HOOK 2a 29 -H 90 P-HOOK FOR BOX RISER SCREW COVER TRACK ADAPTOR COVER 0.080" (6063-T6 AL) (6063-T6 AL) (8063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 4" .155" 4" 2.30" 1.480" 1.739" 0.080" 1.303" 0.830" 0.062" 1.600 0.133" 1.600 0.062° I .080' 1.870" 1.888" .016" I 0.325° 1.974" 24' 3.125" 3.125" 0.062" 31 135°CORNER az 135°FIXED MOUNT a0 STANDARD STILE 01 HEAVY DUTY STILE a2 ADO AINTERLOCK PINTERLOCK TER 00 SCREW COVER (6083-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063 T6 AL) (6063-T6 AL) (6063-T6 AL) 3.979" 3.979" 4.125" -�{ LTF-.� d1LUT2LIj �f I L 1.050" 1.050" F 1.050" 0.075" 0.075" 1.645" 0.062" 1.3" 1.645" - 1 .289.045" •611° .485" 0.125"" 0.281" 3.20 � 045" 5° -►iG�- 07 STANDARD ASTRAGAL 60 HEAVY DUTY ASTRAGAL 69 TOPBOTTOM RAIL 70 GLAZING AE ZII lI G.) OO BEAD,FIXED at 6/1166DGLAZING (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP (6063-T6 AL) (6063-T6 AL) 1.003" 1.03" 4" 5.621' PRODUCT REVISED as aom 1yIn with the Florida 0.757" 0080), 080" Building Cod90 0.050_"__ __ N A-N o. 16-0629.06 O FIXED --- - - ---- - - - - -- 105 PANEL CLIP 0.709" 2.893" 0.133" - -Expiration-Dake 02/'17/2020 (6063-T6 AL) 1. 133 Miam Da roduet con of 498" 0 1.498" ---. - --- -.650 - --- 0.863. - ---~ - 0.080" I - - - - _ 0.709" 123 FIXED PANEL 5.621" - - - ORETAINER.7/8" 120 90°INSIDE CORNER ASTRAGAL U' 0.080" (6063-T6 AL) 2.826" 119 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) FIXED PANEL 11s 90°CORNER RECEIVER (6063-T6 AL) 106 RETAI�9/16" (6063-T6 AL) (6063-T6 AL) 10707ECNNOLOGYDRNE EXTRUSIONS N.VFMCE FL 34275 mr . SERIES 770 ALUM.SGD-LM IMPACT oA""ey:o� cn" mix RIF- s'"'' - °iY"'°�"' I A.LYNN MILLER P.E. JR 10/10/14 CERT.OFAUIM 429288 .1016770 NTS 22 ° 22 PGT0130 B P.E.#58705 � '9 y I M IAM[•DADS MIAMI--DADS COUNTY '6' PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786).313-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy LLC �AWincl®ws_and Doors,� \' 8130 NW 74a'Ave un e Medley,FL 33166 I' 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 maierial 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 Flofida Building Code,including the High Velocity Hurricane Zone. N1)T SCR17V_7IO,.I_i Sexies."3.0,O mpacf Vie-�v._Aluminum Fixed Window- , I. APPROVAL DOCUMENT: Drawing No. W03-39, titled "Series `300 Impact View' Alum Fixed.Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 06/10/03, with revision I dated 02/09/16, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade. County Product Control Revision stamp with the Notice of Acceptance number and expiation 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 label with the manufacturer's name or logo, city, state, 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 i 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.-13-0326.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was-reviewed by Manuel Perez,P.E. 7, i tom-- MIAMPDADE COUNTY 1_ NOA No 15-0602 05,- urr: xsr:- n ` EapvI ati, n Date plVlarch 04 2019 Appr,oval Date: February`18;2016 ' Page 1 AWP Windows and Doors,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 1 (Submitted under NOA No. 03-0710.01) 2. Drawing No. W03-9, titled "Series 300 Impact View Alum Fixed Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 06/10/03, with revision H dated 12/04/15,prepared by AI--Farooq Corporation, signed and sealed by Javad Ahmad 'P.E. B. TESTS' 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,i Loading per-FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FB.C,WA 201-94 5) Cyclic Wind Pressure Loading per FBC,jTAS 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 a series"Impact View" aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-8479, dated 01/14/16,signed and sealed bye Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test. per FBC,TAS 202.94 3)Water Resistance Test,per FBC,TAS 202-94 4)'Large Missile Impact Test per FBC,TASK 201794- 5)Cyclic Wind Pressure Loading per FBC,!TAS 203-94 along with marked-up drawings and installation diagram of a series "Impact View" aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3467,dated 03/31/03, signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-0710.01) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loadihig per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,I'TAS 203-94 along with marked-up drawings and installation diagram hof a series "Impact View" aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3553,dated 03/31/03,signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-0710.01) I C. CALCULATIONS: . 'j 1. Anchor verification calculations and structural analysis;, ,complying with FBC 5th Edition (2014), prepared by AI-Farooq Corporation, dated 04/24/15 and revised on 02/01/16, signed and sealed by Javad Ahmad,P.E. 2. GIazing complies with ASTM E1300-09 it-i anu a ez,P.E. Product Cont of aminer Expf NOA No.15-0602.05 iration Date: March 04,2019 Approval Date: February 18,2016 E-1 I i i i AWP Windows and Doors,LLC I, 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. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Sallex Clear and Color Glass Iriterlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 13-1105.10 issued to SAF--GLAS, LLC for their "SAF- GLAS Polycarbonate Glass Interlayer", dated 12/19/13, expiring on 12/16/17. ii F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5« Edition (2014), and of no financial interest, dated January 22, 2016, issued liy Al- Corporation, signed and sealed by Javad Ahmad,P.E. 2. Asset purchase agreement dated 03/20/14, signed by Mr. Paul Schmitz, Chief Executive Officer and President, Trulite Intermediate Holding, LLC and Mr. Tim Morris,Jr.,President and C.F.O.,AWP Windows and Door's' LLC. 3. Letter from owners of existing NOA stating that,they have sold all assets to the applicant,that they no longer manufacture the product and relinquish thea rights to the current NOA No. 13-0326.08, dated 04/20/15, signed by!'Mr. Kevin Barrett, Chief Financial Officer,Trulite Window&Door Solutions,LLC.; 4. Statement letter for Name Change Request dated 07/15/14;Tissued by AWP Windows and Doors, LLC, signed by Gerardo Beros,Director iof Engineering. 5. Laboratory compliance letters for Test Report No. FTL-8479, dated 01/14/16, issued by Fenestration Testing Laboratory, Inc., signed ands sealed by Idalmis Ortega,P.E. 6. Proposal No. 15-5909 issued by the Product Control Section, dated 09/04/14, signed by Manuel Perez,P.E. 7. Laboratory compliance letters for Test Report No.'s FTL-13467 and FTL-3553, both dated'03131/03, issued by Fenestration Testing Laboratory, Inc,, both signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-0710.01) G. OTHERS .r 1. Notice of Acceptance No. 13-0326.08, issued to Trulite Window & Door Solutions, 1 LLC for their Series "Impact View" Aluminum Fixed Window-L.M.I., approved on 06/06/13 and expiring on 03/04/19. a Manuel Per Product Control Ex mer I. NOA No. 15-0602.05 Expiration Date: March 04,2019 Apprioval Date: February 18,2016 E-2 i 0 FALSE MUNTINS G SURFACE APPLIED 10 3/4"MAX. I 5'MAX. OPTIONAL o FROM ENDS 4 HEAD/SILL Z0 t: y„ 1F / 11 oh 1 _—im 9� pWk U O 4 s II ii ii i ii ii aO G'a �_ a ti II ii it II/ ii ii II n� V�yj ei \n' II II II i f{ II o Z o n 0 = L1----- � �----u n o 0'rc ix w w O N 3 It ll II II II II II 7 Z J II II D_ Q"�7 LL B ii ii ii �i „ J a M 4 Qbm�� WINDOW WINDOWF -1 o (- , 109 3/4• O.L.OPG. o •..I m 30 !i o WINDOW WIDTH H 00 I I TYPICAL ELEVATION > LL Z L TESTED UNIT s ¢=O WINoo WINDO,_ W WIDTH) g SO Ifll Z � m I N, �2 I I a.c) SERIES '300 IMPACT VIEW' <rori 3 1 I 3 1 I ALUMINUM FIXED WINDOW L APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED FIXED OR FIXED WITH OTHER PRODUCT tiw 1S8D WINDOW WIDTH / as comply,,,,wllh lltcAloddo0 O WINDOW WIDTH WINDOW WIDTH MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY I ildinIICodO o - - --- - ��-�- -APPROVED-MULLIONS-IN-BETWEEN-- ------- -- _-- _ _ A=ceptanceNo �O�n- Pa uaOonDotc- - - �7 `o r- 1 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL - Q WILL APPLY TO ENTIRE SYSTEM. _ zI /— I I % DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS �� ode ProductContro —__---_-=-SHOWN-ON-SHEETS=2-&-3: _ _—=----_------_- - -7HESE_WINDOWS-ARE-RATED-FOR-LARGE-&--SAIAU-MISSILE.IMPACT.-- d - _ SHUTTERS ARE NOT REQUIRED. - i. e L J THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o w g F g REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE - y ,3 5 0 LAMINATED GLASS s INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). - _ v 0 WINDOW WINDOW WIDTH WINDOW WIDTH WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER INSUL. LAM. GLASS LOADS TO THE STRUCTURE. LARGE MISSILE IMPACT FF (-!7D ANCHORS SHALL BE AS OSTEO, SPACED AS SHOWN ON DETAILS, ANCHORS, 7EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Engr.JAVAD AHMADI �i I FLA.PE7059270592 :� I ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE C N.3 98 $ 3 3 NOT PART OF THIS APPROVAL. 8 u A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. r n n 2011ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. 0 J Browing no. [VERI'FllED ABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT W03-39 BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THEN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. sheet T of 6 0 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �V � n WINDOTY DIMS. GLASS TYPE'D' GLASS TYPE 'C' WINDOM DIMS. GLASS TYPE 'B' GLASS TYPE 'C' W WIDTH LENGTH EXT.(+) INT,(-) EXT,(+) INT.(-) WIDTH LENGTH EXT,(+) INT,(-) EXT.(+) INT.(-) Z 36" 66.7 66.7 80,0 80.0 19-1/8° 80.0 80.0 80.0 80.0 Q �Aq 42' 50.0 50.0 80.0 80.0 26-1/2" 26 80.0 8010 80.0 80.0 F fA la 48° 50,0 50.0 80.0 80.0 37" " BO.0 80.0 80.0 80.0 Q off.0 G o 54" 48" 50.0 50.0 80.0 80.0 53-1/8' 80.0 60.0 80.0 80.0 Q O N 0 U 60" 50.0 50.0 80.0 80.0 19-1/8' 80.0 80.0 80.0 80.0i" CL (q�Vul xx 66" 50,0 50.0 80.0 80.0 26-1/2' 38-3/8" 80.0 80.0 80.0 80.0 J � 0: C LL y 72° 50.0 50,0 80.0 80.0 37' 64.9 64.9 0 t 80.0 80.0 36" 66.7 66,7 8010 _ 80.0 53-1/8° 62.5 62.5 80.0 80.0 42" 50.0 50.0 80.0 80.0 19-1/8° 80.0 80.0 80.0 80.0 0 y a: 46' 50.0 50.0 80.0 80.0 26-1/2' S0-5/8" B0.0 80.0 80.0 80.0 C r3 54" 60" 44.4 44.4 80.0 80.0 37" 64.9 64.9 80.0 80.0 L 1%In z 0 N 60' 40.0 40.0 80.0 80.0 53-1/8' 47.4 47.4 80.0 80.0U)ss�F, 0 63 l� 66" 40.0 40.0 80.0 80.0 19-1/8" 80.0 80.0 80.0 80.0 y 062 8 L 72' 40.0 40.0 80.0 80.0 26-1/2" 80.0 80.0 80.0 80.0 Q Wal F 66.7 66.7 80.0 80.0 37' 64.9 1 64.9 BQ.O 80.0 42" 50.0 50.0 80.0 80.0 53-1/8-1 45.2 45.2 80.0 60.0 48" 50.0 50.0 80.0 80.0 19-1/8' 60.0 80.0 80.0 60.0 J �VI 54" lrq,s' 44.4 44.4 00.0 80.0 26-1/2' 74-1/4„ BO.O 80.0 80.0 80.0 NOTE; 60' �� 40.0 40.0 60.0 80.0 37" 64,9 64.9 80.0 1 80.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 3 66" 36.4 36.4 72.7 72.7 53-1/8' 45.2 45.2 80.0 80.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. c 72" 33.3 O 33.3 66.7 66.7 = 0 36" 66.7 66.7 80.0 80,0 42" 50.0 50.0 80.0 80.0 NOTE: ae" so,o so.o eo.o Bo.o GLASS CAPACITIES ON THIS SHEET ARE a m BASED ON ASTM E1300-09 (3 SEC. GUSTS). s M 54" 84" 44.4 44.4 80.0 1 80.0 4 N 60° 40.o 40.0 80.0 1 Bo.o 66" - - 72.7 72.7 72" - - 66.7 66.7 g 3 Z}W o 36" 64.8 64.8 80.0 80.0 (L M o 42° 50.0 50.0 80.0 80.0 3/16"ANN. GLASS 3/16° HEAT STREMD GLASSmtu 48" 96, 50.0 50.0 80.0 80.0 < 54' 44.4 44.4 60.0 80.0 090"Interloyer _ Saflex Clear And Color Glass 8y 60" - - 80.0 80.0 .090"Interlayer 'Eastman Chemical Co.' 66" - - 72.7 72.7 Saflex Clear And Color Glass OR a 36" 83.2 63.2 80.0 60.0 By'Eastman Chemical Co.' 100"Interloyer �a SAF-CLAS Polycarbonate 42" yy _50.0 50.0.--_80.0-_ _80.0- _ By 'SAF-GLAS, LLC.' li 3 48" 106" 50.0 50.0 80.0 60.0 a - - - - -- - -f>r --- - --- - -- - - -- - -. --- --- - - - - g 3 € 54' - - 80.0 80.0 0 3/16"ANN, GLASS 3/16"HEAT STREN'D GLASS t 60" - - 80.0 80.0 _ PRODUCTREV ED 36"_ 62.5 62.5- 80.0 80.0 SILICONE SILICONE complyingdwillSWe Floddeo _ - 42'- ' --__-.50:0--50:0-.. -80.0-.-80.0--- ----- -... -`PECORA-895- -- _--- ' --`- - -`- PECORA 895 . _ Build ng-o --5-- 2-1-0 ` m a _ _ i - 60 5 G:E-SILGIAZE-11-SCS2800 - --- ----- --- -G.E.-SILGLAZE-ll_SC52600=�Aacepiancc No-=` -- 48' 114° 50.0 50.0 80.0 80.0 5 SCHNEE-MOREHEAD SM5731 5 SCHNEE-MOREHEAD SM5731 &xpUaliogDgtc 54° - - 80.0 80.0 OPTIONAL 2 11 1' I �I OPTIONAL 2 4 1UIQ •� a d o BOA 80.0 _ i i - i! �� ,ji ade Produc nlro '� 0 W 36" 81.9 61.9 80.0 80.0 120" �S�t it d I I� I� ----- 42" - - BO.0 80.0 I ,.� •_ BO.O 80.0Q s _ W Engr.JAVAD AHMAD o 54' - - 80.0 80.0 t AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES CIVIL r Z m 7 WIDER THAN 36' m 7 WIDER THAN 36" FLA PE�70592 36' 60.9 60.9 60.0 80.0 s_ CAN.3538 a ,� 42" 132' - - ao.o 80.0 10 GLASS TYPE 'B' a g GLASS TYPE 'C' ^ r m 7/16"OVERALL LAM.GLASS o+ 7/16°OVERALL LAM.GLASS 36" 144, 60.2 60.2 80.0 80.0 �'�• drawingo no. 42" - - 60.0 80.0 GLAZING OPTIONS W03-39 sheet Q of g r' 0 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF V �� n WINDOW DIM3, LGL(S9=TYPE', GLASS TYPE 'E' WINDOW DIMS, GLASS TYPE 'D' GLASS TYPE 'E' n WIDTH LENGTH fEXLC�_ -t W _INT.0-)= E%T.0+) INT,C-) WIDTH LENGTH EXT.(+) INT,(-) EXT.(+) INT.(-) j 36° 70.0 70.0 80.0 80.0 19-1/8° 70.0 70.0 80.0 80.0 42° 70.0 70.0 80.0 80.0 26-1/2' 26" 70.0 70.0 80.0 80.0 0 al 48' 68.0 68.0 80.0 80.0 37" 70.0 70.0 80.0 80.0 0 Q G u 54° 48" 65.3 65.3 80.0 80.0 53-1/8" 70.0 70.0 80.0 80.0 G N 60" 57.5 57.5 80.0 80.0 19-1/B" 70.0 70.0 80.0 80.0 J % fL fuV 66' 51.1 51.1 80.0 80.0 26-1/2" 38-3/8" 70.0 70.0 80.0 80.0 C 72" - - 80.0 80.0 37" 70.0 70.0 80.0 80.0 a 36° 6610 66.0 80.0 80.0 53-1/8' 70.0 70.0 80,0 80.0 C 42" 60.0 60.0 80.0 80.0 19-1/8° 70.0 70,0 80.0 80.0 Q p 0 48' 57.5 57.5 80.0 60.0 26-1/2" 50-5/8" 70.0 70.0 80.0 80.0 0 dl 54" 60" 53.5 53.5 78.5 78.5 37" 70.0 70.0 80.0 80.0 L O N 60' - - 70.7 70.7 53-1/8" 63.7 63.7 80.0 solo a y 66' - - 70.7 70.7 19-1/8" 70.0 70.0 80.0 80.0 J tbt�4 Q .,;SZS 60.0 80.0 26-1/2' 70.0 70.0 80.0 80.0 Q b e� 42" 1„_„', 47.0 47.0 80.0 80.0 37' 63" 60.9 60.9 80.0 50.0 3 �i L 48° �""`) - - 80.0 80.0 53=1/8' 51.5 51.5 79.8 79.8 m n 54' - - 78.5 78.5 19-1/8° 70.0 70.0 80.0 80.0 38' 42.3 42.3 80.0 80.0 26-1/2' 74-1/4° 70.0 70.0 B0.0 80.0 NOTE• }- `m' 42" 84' - - 80.0 80.0 37" 47.1 47.1 80.0 80.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED i m VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. in 48' - - 80.0 80.0 53-1/8" - - 79,8 79.8 36' 96" - - 77.3 77.3 19-1/8" - - 80.0 80.0 O 42° - - 71.1 71.1 26-1/2' - - 80.0 80.0 0 36" 108" - - 72.0 72.0 37" 76" - - 80.0 60.0 Z0Z j 53-1/6' - - 79.8 79.8 S 2M NOTE: GLASS CAPACITIES ON THIS SHEET ARE a 00 n BASED ON ASTM E1300-09 (3 SEC. GUSTS). o z- 3 z n- 1/8- 1/8"ANN./TEMP. GLASS 1/8'TEMP.GLASS _ C 1/4'AIR SPACE 1/4"AIR SPACE 1/8"ANN. GLASS 1/8' HEAT STREWD GLASS 090°Interlayer 090"Interloyer a Soflex Clear And Color Glass a Saflox Clear And Color Gloss PRODUCT REVISED }� --- - -- - - - - - - - _ - --- -a-- - By'Eastman-Chemicol-Co:'-- -- - -- ---By=Eastman_Chemicol_Co.'___ _,.complying wilh,dm Florida _ _ _ __ 3aitdlnaCodo a_ -- 1/8"ANN.GLASS 1/8'HEAT STREN'D CLASS Aeceptanco No 1L5_ 0 O O _ Cxpimlion Dato 2019 v v -- --- - -- - - -_- ----- --_ �- '- - -- 3�m ado Pmdacl Conlro_I =zE- DOW CORNING 899' .__ -SILICONE- z. -__. --- _ "_SILICON _ --- -- -_ 5: s ii DOW CORNING 699 N GE 2800 GE 2800 (S.M.I.) a d a 2A 2A ° EXTERIOR PLY OF GLASS TYPE 'D' o a MUST BE TEMPERED TO QUALIFY FOR SMALL MISSILE IMPACT RATING. 7 AT 1/4 POINTS 7 AT 1/4 POINTS Engr:JAVAD AHMAD q •� DURASEAL SPACER ALL SIZES )URASEAL SPACER ALL SIZES AFLA. EML1 BY'OUANEX' DY'QUANEX'' GLASS TYPE 'E11/16°OVERALL IRSULAL�.«.G S 11/16"OVERALL INSUL LA1. GLASSZp�gdrOwmg no. W03-39 GLAZING OPTIONS sheet 3 of 6 TYPICAL ANCHORS TYPICAL ANCHORS o SEE ELEV. SEE ELEV, 4 FOR SPACING - FOR SPACING WOOD SUCK,. u w WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS o 4 a e EDGDtT:° $ ssolT MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM4 Z p STRCAND TRANSFER THEM TO THE BUILDING STRUCTURE, C 0 T Ed 1 .;. 3 1 TYPICAL ANCHORS: SEE EUW.FOR SPACING O p o t _;-(fin t73-1CST-FY"T 'TS$I� djLt• t 1CON � nATTi! ! !� . A 5 , / :Dj& H 6�124� (frAl2s Ksl� 100 XSg o INTO 28Y WOOD BUCKS-OR'WODD STRUCTURES v N `i II II a `� H 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) CFO 3 i1 it «moi THRU 1BY BUCKS INTO CONC. OR MASONRY u u TYPICAL ANCHORS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) a o ry SER ELEV. FOR SPACING 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) It It fr------------___=-=-�i DIRECTLY INTO CONC. OR MASONRY it i1 i t MU LIION&MULLION ANCHORS t i 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) Qi o F ii SEE SEPARATE NOA EDGE Ii 1'1/4" MIN. EMBED INTO MASONRY (JAMBS) DIST. 1 r. II II I t 912 TEKS OR SELF DRILLING SCRIM (GRADE 5 CRS) i L----------- -- - +� INTO METAL STRUCTURES i II STEEL : 1/6" THK. MIN. (Fy = 36 KSI MIN.) 11 ALUMINUM : 1/6" THK. MIN. (6063-T5 MIN.) P II (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 a 0 u #10 SMS OR SELF.DRILLING SCREWS (GRADE 2 CRS) � 0� O li i INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/6") Z a to r. W (NO SHIM SPACE) < 10 n TYPICAL ANCHORS 'y -4 SEE ELEV. NG TYPICAL EDGE DISTANCE i,I o FOR SPACING o LL INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. z o a INTO METAL STRUCTURE = 1/2" MIN, 0 M WOOD AT HEAD, SILL OR JAMBS SG ^ 0,55 MIN. Q ao 2 i CONCRETE AT HEAD, SILL OR JAMBS Ve- 3000 PSI MIN. ISI C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS I'm a 2000 PSI MIN. 4 4 SEALANTS: FRAME CORNERS AND INSTALLATION SCREWS SEALED WITH GE'SILICONE-SEALW.--- - _ — -- -2 $ - ! I — --'-77 - 91m=— t , 1 rr;anucrTL>;vlsrD ns comptying%vitb th*FI9ridO n n I3upinS Godo J En9r:JAVA.D 5AHMAD N9 2 h dq AcccplamDnto. CmL Imtlon 209 FLA.P 592 38oo / p By. a •'� " •�, .p finml adc rrodUct Com g :_::. c" •'o••• as 8 I TYPICAL ANCHORS P '° I T'PI-SEEELEVANCHO drawing no. ' SEE ELEV.SPACING v ' FOR SPACING iT! �3-3� ^, FOR SPACING V EDGE DIST, ^ sheet 4 of g O� M 1 0 Z � � F� gao a oo� 0� u � Cr gg Cr o 1/4"SHIM0 TYPICAL ANCHORS 10• 00 8 SEE MAX.ELEV Nd J N FOR SPACINGLL Z N LL o c D.L.OPG. 1/4" MAX. TYPICAL ANCHORS 1/4- DZ E'' SHIMS FSEE OR SLING SHIM Q W • 3 8� a BoIN= o r 0 - � n 4 J 1/2' TYPICAL ANCHORS SEE ELEV. FOR SPACING i 2BY ODD BUC --_--_ -''-'-- METAL 0 0 OD STRUCTURE `t-`7 - _ - _ - _ - oo STRUCTURE v � EXTERIORg g 0 WINDOW WIDTH :•s'•` n om+ZZ� s Q 00 MIAMI-OADE COUNTYTYPICAL ANCHORS qqq 9 6 APPR,D MULLION - c 81SEE SEPARATE NOA SEE ELEV.FOR SPACING � C I I1 a 0 m n II II _ Now _ _ __ ___-- !L---i IL___J I a Engr:JAVAD AHMAD c e CML S PRODUCT REVISED F C . .'3538 92 0 WINDOW WIDTH WINDOW WIDTH 0calnplyhtg with tiro Florida - a Uullding Cade - 0 6 0 2 . 0 5 Acceptance No O L.,imdon Date 2019 drawing no. "lintni a oProdacl COnlro _ ! 09 2616 W03-39 sheet 5 of 6 r-4 PART 9 QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/RRMARKS 1.495.521 .948 YE-68 4 WINDOW FRAME 6083-TS - jt YE-1405 AS REDD. GLAZING BEAD(IAM.GLASS)(OPTIONAL) 6063-T5 - YE-45 AS REDD. GLAZING BEAD(INSUL IAM.GLASS) 6083-TS - Z 693 YE-816 4 COVER PLATE 6063-T5 - r g a .755 ,045 P YH-1465 4 FRAME CORNER KEY 6083-T5 -1 YH-622 AS READ, GLAZING VINYL VINYL SULLIVAN .7 C p 1.346 6 YF-10 2/CORNER FRAME ASSEMBLY SCREWS (r8 K 1'PH SMS IBJ t0�ONy U .085 7 - AS REDD. SETTING BLOCKS EPDM DUROMETER 8035 SHORE A N o .055 2.964--^I O?N V OWai 6 Q60< 0 WINDOW FRAME SOD LatL z�gg .Bn .756 045 4 / .668 O GLAZING BEAD (LAM. GLASS) o O � O .290 .762 .690 I N g r7 N d O .045 - Z 3 4- WELDED JOINTS .674 AT CIRCULAR n 3 Z WINDOWS O D.MW v GLAZING BEAD (INSUL. LAM. GLASS) ¢ra M 0 I � Y CIRCULAR iINDOWS RECT. OR SQUARE WINDOWS m S $ - -- --- TYP--CORNER DETAILS - - - - ---"— -- . e at ^ ooFs,a�ty� En9r:JAVAD AHMAO 9 CML S pRDDUCTREVISED FLA.PE A 70592 as canplyiu6 with 111cGAN.3538le Florida •• Duildirlg Cada '1 5 - 0 6 0 2 . 0 5 '5 Acceptance 10 rY Ii0nDa10 2019 drawing no. sy L� 2f11fa W03-39 :Aiaad a de Prod..,Con,of sheet 6 of 6 i it i '1 MIAMI-DADE ® PRODUCT MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 1 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 x NQTICE 4EACCEPTANCE (N4A� www.rniamidadteov/economy AWP Windaws,-an'd_D_o_o_rs,LLCM 8130 NW 741 Avenue Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations goverrimg 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 purpose! If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense hof such testing and the AHJ may immediately revoke, modify, or suspend the use of such product for maternal within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami--llade 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.- �SCRIETION.: Series""1700�mpac4 View"Aluminum-Single-Hun7Wind��bw APPROVAL DOCUMENT: Drawing No. W03-105, titled "Series-1700 Impact View Alum Single Hung Wdw.", sheets 1 through 6 of 6, dated 11/19/03, with revision I dated 05/24/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P_E_, bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. li MISSILE IMPACT 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. TE10MATION 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. I,1 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,iby 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#13-0430.09 and consists of this page 1 and evidence pages E-1 and-E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. 'i "NOA�No. 15-0130:03 MIAMI DA®LINTY f�a Jlr OR i ion-Date:_.APril_29,3Q t� f ( :/ 1!Approval Date: July 09 2015 Pagel li I AWP Windows and Doors,LLC I. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i A. DRAWINGS I 1. Manufacturer's die drawings and sections. 2. Drawing No W03-105,titled"Series-1700 Impact View Alum Single Hung Wdw.", sheets 1 through 6 of 6,dated 11/19/03,with revision I dated 05/24/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad P.E. I Ij B. TESTS i 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,I TAS 203-94 6)Forced Entry Test,per FBC 2411,'.3.2.1,TAS 202-94 along with marked up drawings and installation diagram of la series 1700 impact view aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8413,dated 06/15/15, signed and 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,1 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,,ITAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series 1700 impact view aluminum single hung window, prepared by Fenestratiolf Testing Laboratory, Inc., Test Report No. FTL-3822, dated 07/10/03, signed and sealed by Joseph C. Chan, P.E. f l (Submitted tinder NOA#05-0311.01) 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 24113. 2.1,TAS 202-94 along with marked-up drawings and installation diagram aluminum horizontal sliding window, OXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4332, dated 12109/04, signed and!sealed',by Edmundo Largaespada, P.E.I(For Reference Only-to qua!fy glass types C&1)). (Submitted under NOA#05-031L 01) j i. Zj i Manuel Pere 4 Product Control Exm' er j NOA No. 15-0130.03 Expiration Date: April 29,2019 'Approval Date: July 092015 E-1 I I• II • I AWP Windows and Doors.LLC i I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED , I ' !I C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51n Edition (2014),dated 06/19/15,prepared by Al-Farooq Corporation,signed and -sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 �i D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS I 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. ` ' 2. Notice of Acceptance No. 14-0916.10 issued to KurarayAmerica,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/1'5, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5`;Edition (2014), and of no financial interest, dated June 22, 2015, issued by Al-Faroo;q Corporation, signed and sealed by Javad Ahmad,P.E. 2. Proposal No. 14-0777 issued by the Product Control Section, dated September 8,. 2014, signed by Manuel Perez,P.E. 3. Asset purchase agreement dated March 20,2014, signed by1mr. Paul Schmitz,Chief Executive Officer and President,Trulite Intermediate Folding,LLC and Mr. Tim Moris, Jr.,President and C.F.Q., AWP Windows and Doors,,LLC. 4. Letter from owners of existing NOA stating that they have soId all assets to the applicant,that they no longer manufacture the product and relinquish their rights to the current NOA,dated April 20, 2015,signed by Mr.Kevin B rett,,Chief Financial Officer,Trulite Window&Door Solutions, LLC. 5. Statement letter for Name Change Request dated July 15,2014, issued by AWP Windows and Doors,LLC, signed by Gerardo Beros,Director of Engineering. G. OTHERS 1. Notice of Acceptance No. 13-0430.09, issued to Trulite Window & Door Solutions, LLC for their Series "1700 Impact View"Aluminum Single Hung Window--L.M.I., approved on 08/01/13 and expiring on 04/29/19. 'i WAR Manuel Pe z,Pft. Product Controlxa ner NOA No. l 30.03 Expiration Date: April 29,2019 ;,Approval Date: July 09 2015 E-2 II `I 0 • 10 1/4" 10 1/4' 6' MAX. PA AT HEAD FALSE MUNTINS 6"�, A AT HEAD FALSE MUNDNS I HFAD (SURFACE APPLIED) HEAD (SURFACE APPLIED)CORNERS MAY BE USED - CORNERS 4 MAY BE USED Z` SJajjr I -(3)ANCHORS II II� !I II II (3)ANCHORS �O � d II IISTI II II AT MTC. LE ENDS MIG0 II II AT .STILE ENDS _ II II d U AT 3-3/4"O.C, �`+ a II / II AT 3-3/4'O.C. 9. it J II II U a 5c c D ii Bti4 B ii ��y O W v ">Q 'a I n u O Q o I m I m a0IX .� tj z II 11 xcy xmo: 3 II 11 \Ux�� (L Z�- //,�\ 0 0 (� 11 II ".in 0 0 6 a N VI 4 U m p d 11 .{,I. II _ m V lit IY r1 n S n 0 /I1'JI'. 1'1 tx M 0 -_____ _71kY{.;-- _-__- r4 -4 n m 0 S n o II II SS 3 m C C 4 4 II II 3 U n 11 I 2 J x J mj 6"MAX. 10 1/4mz O a SILL Z y WINDOWS WITHOUT 47 1/4OPG. ^ CORNERS SILL j` t4 Q SILL ANCHORS > WINDOWS WITH 47 1/4" Z Q TO SEE SHEET 3 50 1/8' SILL ANCHORS D FOR CAPACITIES VENT WIDTH SEE SHEET 3 D.L. OPG. 9 3:F M ,o FOR CAPACITIES 90 1/8- M 9 of M N 53 1/8" VENT WIDTH O n WINDOW WIDTH a z 3 1D 53 1/8' Z a TYPICAL ELEVATIONS WINDOW WIDTH n M SERIES-1700 IMPACT VIEW g Q � 0 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. ---APPROVAL-APPUES-TO-SINGLE-UNITS-OR SIDE-BY-SIDE-COMBINATIONS o OF S.H./S.H. OR SINGLE HUNG WITH OTHER MIAMI-DADE COUNTY o o APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. w LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL -_ �.WILL_AP-PLY_TO_ENTIRE=SYSTEM._ -=- _— --- --- — = -- - - - ---— - --- -- -- -= - -- = _ -- - - - -- 3/16•ANN.GLASS 3/16'HEAT STREN'D GLASS 43,15• T STREN'D GLASS 090"Interloyer 090" Interlayer Interlayer - Z Saflex Clear And Color Glass Saflex Clear And Calor Glass t Butocite PVB J By'Eastman Chemical Co.' By'Eastman Chemical Co.' raray America. Inc.' F� g 3/16'ANN. GLASS 3/16'HEAT STREN'D GLASS16- HEAT STREN'D GLASS a YFi! o BULB VINYL BULB VINYL BULB VINYL V v YH-622 � � YH-822 � YH-622m SILICONE z mSILICONE zSILICONE DOW CORNING 1199 DOW CORNING 1199DOW CORNING 1199GE 2800 GE 2800 GE 2800SCHNEE MOREHEAD 5731 !r SCHNEE MOREHEAD 5731SCHNEE MOREHEAD 5731ex awo - IL Z U) 22 AT 1/4 POINTS ON LRES 22AT 1/4 POINTS ON LRES2AT AT Q Wei WIDER THAN 36.ONLY WIDER THAN 36"ONLY WIDER4THAN N38 ONLY O GLASS TYPE 'A' GLASS TYPE 'C' GLASS TYPE n = 2{ -1/4'AIR SPACE 1/4'AIR SPACE O 1/8'HEAT STREN'D GLASS 1/8'ANN. GLASS O 1/8"TEMP. GLASS 090' Interlayer 1/6'ANN.GLASS 090" Interlayer D j Saflex Clear And Color Glass Saflox Clear And Color Glass OURASFAL SPACER DURASEAL SPACER By'Eastman Chemical Co.' By'Eastman Chemical Co.' BY'QUANEX' 1/8' HEAT STREN'D GLASS BY'QUANDP 1/8"ANN.GLASS r t BULB VINYL BULB VINYL g Zu! 19YH-622 YH-622 o z m SILICONE 2i in SILICONE pt,� DOW CORNING 1199 DOW CORNING 1199 GE 12 GE 2800 g GE 2000 n 1 t DOW CORNING 995 n v 1 - DOW CORNING 995 O -W -- •- 22 AT 1/4 POINTS------ _ -E- -- _ -_ 22 AT 1/4 POINTS - ---- -.- -- - - - -- - -- -- -- -- ---- - - -o --_ - - ALL SIZES 0O ALL SIZES GLASS TYPE 'E' GLASS T PE 'F' d — — -- - - --GLAZING OPTIONS— - -- — - -- - - - --- ---- - -- _ --- — -- EXTERIOR PLY OF GLASS TYPE 'F' MUST BE TEMPERED TO QUALIFY FOR SMALL MISSILE IMPACT RATING. _ Engr.JAVAD AHMAD PRODUCT REVISED CIVIL as complying with the Florida FIA.PE 0592 Building Code ������yyyyyyyy C,AN. 8 AcceplanceNo/ •OJ'30. �; 3' Ex lntlon Data MIT g By K.' ado Product u drawing no. W03-105 sheet 2 of B EQUAL LITES WINDOWS UNEQUAL LITES WINDOWS EQUAL LITES WINDOWS UNEQUAL LITES WINDOWS Q DESIGN LOAD CAPACITY-_PSF. DESIGN LOAD CAPACITY-Rsp DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY - PSF 0 GLASS TYPES GLA39'TYPE GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPE GLASS TYPES \ GLASS TYPE: I WINDOW DIMS. 'A', 'C', 'D' OR 'E' ,.'Fr WINDOW DIMS. "A', 'C', 'D' OR 'E' 'F' WINDOW DIMS. 'A', 'C', 'D' OR 'E' 'F' WINDOW DIMS. 'A', 'C', 'D' OR 'fi' 'F' 3 WIDTH HEIGHT EXT.(+) IMT.(-) '=+)z swi(_)r) WIDTH HEIGHT EXT.(+) INT.(-) EXr.(+) INT.(-) WIDTH HEIGHT EXL(+) INr.(-) EXL(+) iNT.(-) WIDTH HEIGHT Exr.(+) INT.(-) EXT.(+) INT.(-) O 19-1/8" 90.0 140.0 75.0 75.0 19-1/8" 90.0 140.0 75.0 75.0 19-1/8' 90.0 140.0 75.0 75.0 19-1/6" 90.0 140.0 75.0 75.0 r ' 26-1/2' 90.0 140.0 75.0 75.0 26-1/2' 9D,0 140.0 75.0 75.0 26-1/2" 90.0 140.0 75.0 75.0 26-1/2' 90.0 140.0 75.0 75.0 32 90.0 140.0 75.0 75.0 32" 90.0 140.0 75.0 75.0 32' 90.0 140.0 75,0 75.0 32' 90.0 140.0 75.0 75.0 O 26' 50-5/8' 26' 50-5/8" 10 1r 3 37" 90.0 740.0 75.0 75.0 37' 90.0 140.0 75.0 )5.0 37' 90.0 140.0 75.0 75.0 37' 90.0 140.0 75.0 75.0 42' (4) 90.0 140.0 75.0 75.0 42' (7) 90.0 140.0 75.0 75.0 42' (4) 90.0 140.0 75.0 75.0 42" (7) 90.0 140.0 75.0 75.0 a O1. LL 48° 80.0 140.0 75.0 75.0 40" 80.0 131.8 75,0 75.0 48' 90.0 140.0 75.0 75.0 48" 90.0 131.8' 75.0 75.0 `j 7 53-1/8' 90.0 134.8 75.0 75.0 53-1/8' 90.0 114.8 75.0 75.0 53-1/8' 90.0 140.0 75.0 75.0 53-1/8' 90.0 114.8 75.0 75.0 19-1/8' 90.0 140,0 75.0 75.0 19-1/e' 90.0 140.0 75.0 75.0 19-1/8" 90.0 140.0 75.0 75.0 19-1/8' 90.0 140.0 75 d5O L26-1/2' 90.0 140.0 75.0 750 26-1/2' 0.0 140.0 75.0 75.0 26-1/2' 90.0 140.0 75.0 75.0 26-1/2' 90,0 140.0 7.0 32" 90.0 140.0 75.0 75.0 3Y 63' 90.0 140.0 1 75.0 75.0 32' 90.0 140.0 75.0 75.0 32' 83' 140.0 75.0 38-3/8' 90.0 140.0 75.0 750 37' (9) 90.0 140.0 75.0 75.0 37' 78-J/B' 90.0 140.0 75.0 75.0 37" (9) 90.0 140.0 75.0 42' (5) 90.0 140.0 75.0 75.0 42" 90.0 140.0 75.0 75.0 42' (5) 90.0 140.0 7b.0 75.0 42' 90,0 140.0 75.0 48' 90.0 126.5 75.0 75.0 19-1/8" 90.0 140.0 75.0 75.0 48' 80.0 140.0 75.0 75.0 19-1/8" 90.0 140.0 75.0 53-1/8' 90.0 114.3 75.0 75.0 26-1/2' 74-1/4' 90.0 140.0 75.0 75.0 53-1/8" 90.0 138.3 75.0 75.0 26-1/2' 74-1/4' 90.0 140.01.�75.0 19-1/8" 9D.0 140.0 75.0 75.0 32" (9) 90.0 140.0 .75.0 75.0 19-1/8' 90.0 140.0 75.0 75.0 32' (9) 90.0 140.0 '75.0 28 2" 90.0 140.0 75.0 75.0 • N0. IN PARENTHESIS INDICATE 28-1/2' 90.0 140.0 75.0 75.0 + NO. IN PARENTHESIS INDICATE n 32' 90.0 140.0 1�75.O..S 50NO. OF ANCHORS PER JAMB. 32" 90.0 140.0 75.0 75.0 NO. OF ANCHORS PER JAMB. J 50-5/8° '�,3T� 90.0 140.0 75.0 75.0_ 37' 90.0 140.0 75.0 75.0 rs 42' :' 90.0 140.0 '75A'.)J,�175.04 42" (7) 90.0 140.0 75.0 75.0 48' 90.0 129.1 75.0 1 75.0 48° 90.0 12911 75.0 75.0 53-1/Bis0 a 90.0 112.7 75.0 75.0_ 53-1/8" 90.0 112.7 75.0 75.0 00 L9-1 90.0 140.0 X75.0,__,�,�;T75l0 y 19-f/B' 90.0 140.0 75.0 75.0 „ z 4• 26-1/2' 90.0 140.0 .75.0 75.0 26-1/2" 90.0 140.0 75.0 75.0 i� ~s c¢c0 32' 90.0 140.0 75.0 75.0 _ o 32' 90.0 140.0 75.0 75.0 o e 63"-- 90.0 140.0 05A ,.475:04 a o,'¢ 37" 63' 90.0 140.0 75.0 75.0 = Jo a M 42' 8)'--' 90.0 139.7 75.0 75.0 42' (9) 90.0 139.7 1 75.0 75.0 s IS 48" 90.0 113.7 75.0 75,0 48' 90.0 113.7 75.0 75.0 c Z 3: 53-1/8' 90.0 98.1 75.0 75.0 53-1/8' 90.0 96.1 75.0 75.0 n.' r$Z 19-1/8' 90.0 140.0 75.0 75.0 19-1/e' 90.0 140.0 75.0 75.0 (LIpj p 26-1/2" 90.0 140.0 75.0 75.0I_ w I 26-1/2' 90.0 140.0 75.0 75.0 I W I Q m Ld 32" 90.0 140.0 75.0 75.0 32" 90.0 140.0 75.0 75.0 74-1/4' 74-1/4• 37" 90.0 140.0 75.0 75.0 37' 90.0 140.0 75.0 75.0 42' (9) 90.0 132.7 75.0 75,0 42' (9) 90.0 132.7 75.0 75.0 48" 9D.0 105.7 75.0 75.0 48" 90.0 105.7 75.0 75.0 rg 53-1/8" 90.0 90.0 75.0 75.0 53-1/8" 90.0 90.0 175.0 75.0 NO._IN_PARENTHESIS INDICATE _ _ _____ __ ___ _ _ _ _- _ _ __4 NO.-IN-PARENTHESIS_INDICATE__ o NO. OF ANCHORS PER JAMB. NO. OF ANCHORS PER JAMB. WINDOWS WITHOUTWINDOWS WITH V ANCHORS - ---------- - - - - ---- Nd°d � 9 ' _ c •y En9r.JAVAD AHMAD CML PRODUCT REVISED W I y/ I FLA.PE70592 as Bui�ng C,00ddcVilh the Floridn Accnpinneo No/5-0130.Q RxY'D nDefoNOTE: i'GLASS CAPACITIES ON THIS SHEET ARE JUBY drowtoBASED ON ASTM E1300-09 (3 SEC. GUSTS) Mido Produel cow AND FLORIDA BUILDING COMMISSION I I/1 W03-105 DECLARATORY STATEMENT DCA05-DEC-219 Vf • sheet 30f 6 TYPICAL ANCHORS SEE ELM Q FOR SPACING 4ft� W IK METAL d WgOD BUCK , :'EDGE DIST.'.' 'm STRUCTURE EDGE 4 0IST MIAMI—DADE COUNTY APPROVED ZMULLION MULLION & MULLION ANCHORS Q 3 ° CE DIST. I SEE SEPARATE NOA EDGE DIST. IL O �o LE x S = V 7 f{ y \Vl TYPICAL ANCHORS /;EEPICALrCHORS TYPICAL ANCHORS nSEE EIEV. E ESEE ELEV. 40 FOR SPACING FOR SPACING FOR SPACING Q 3 o ` oo o WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS YPI-A - C ORS SEE ELEV FOR SPACING Q a MUST SUSTAIN AN IMPOSED BY GLAZING SYSTEM Y II n /4"-DIA-ULTRACON BYµELG_0 -(Fu 1;77^K51 Fy=155..K5_Q �� Ii AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) rJ I; I; z I! !! THRU 1 BY BUCKS INTO CONC. OR MASONRY = 1413 12 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 4J vi 17 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 0 DIRECTLY INTO CONC. OR MASONRY o ra © 9O- 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) C3 10 1-1/4" MIN. EMBED INTO GONG. OR MASONRY (JAMBS) s ¢� o° Ij Ij 5 1/4" DIA, K OR SELF DRILLING INT: SCREWS (GRADE 5 CRS) 3 Z REINFORCING READ. i! ii INTO METAL STRUCTURES p ys 3 AT GLASS TYPES jl STEEL : 1/8'• THK. MIN. (Fy = 36 KSI MIN.) Z A.O&D ONLY I i e ALUMINUM : 1 8' THK. MIN. (6063-T5 MIN.) I n _ h ji (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) n•nE] v, Q c0 912 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) O I ° ti INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") H W o d = (NO SHIM SPACE) " TYPICAL EDGE DISTANCE N INTO_CONCRETE AND_MAS _NR is - - 0 Y__2-1/-2"_ _ c is 11 INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. DA I ,p WOOD AT HEAD, SILL OR JAMBS SG a 0.55 MIN. CONCRETE AT HEAD, OR JAMBS 1'c = 3000.PSI_MIN.—_-_ _ -- - --- "'——---- -- - C-40-HOLLOW/FILLED-BLOCK`AT JAMBS-f'm 2000-PSI MIN.-- - - -- - -- q �moffi3 � wx 2 0=K g N Y O1a SEALANTS: c W a s=g FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL LL u SEALED WITH WHITE/ALUMINUM COLORED SEALANT. d 1 1 . tde _ I' WEEPHOLES Engr.JAVAD AHMAD PRODUCPItwiththe � a •. 1. t ^ q -- �--+ CML to mmplying tvllh the 6lortde I. I•' ,E00 DIST. FU.PE 70592 Building Colo 3 d _ a ddappp v v• I'. Wt 1/2" WEEP NOTCH AT EACH END CAN. Acap7auce No) 0730.0 v <.;,•d I v 1NPICAL ANCHORS AT SILL > 'a° III o '. W2 = 3/4" WEEP NOTCH AT EACH END Er irnlion bate / Jq I I USE WHEN REQUIRED SEE SHEET 3 FOR CAPACITIES , 1 By 111 SEE ELEV.FOR SPACING "v O' Miam'Dadc Ptodud Control —� t � Browing no. " EOGE 01ST. ,JSIAY2� ;15 W03-105 •• sheet 4of 6 ITEM p PART B REQD. DESCRIPTION MATERIAL MANF./SUPPLER/REMARKS V 1 YE-1700 1 FRAME HEAD 6083-T6 2 YE-1701 1 FRAME SILL 6083-T6 3 YE-1702 2 FRAME JAMB 6063-T8 - J 4 YE-1703 1 FIXED ATO.RAIL 6063-TS 5 YE-1704 1 VENT TOP RAIL 6063-TS ' 6 YE-1705 1 VENT BOTTOM RAD. 8083-TS - -0 7 YE-1706 2 VENT SIDE RAIL 6063-T5 8 YE-1707 AS ROD. GLAZING BEAD(LAM. GLASS) 6083-T5 - 8A AWP-YE-1617 AS RQD. GLAZING BEAD(MSUL,LAM,GLASS) 6063-T5 - 9 YH-1607 2 REINFORCING BARS. FULL LENGTH STEEL 1/4'X 1' p 10 YE-1710 2/VENTVENT LATCH 0 9'FROM ENDS 6063-T5 - g d Q C 11 - 2 LATCH SPRING - - Q pt"p K 12 VH-715 2/VENT CAM LOCK®9'FROM EACH END _ - a 1 3 O m METAL 13 YF-62 2/LATCH CAM LOCK SCREWS /8 X 5/8'ON SMS STRUCTURE MIAMI-DADE COUMIY 14 YN-622 AS READ. BULB PILE W'STRIPPING - SULLIVAN&SULLIVANUhf APPROVED MULLION TYPICAL ANCHORS &MULLION ANCHORS SEE ELEV. FOR SPACING 15 YH-6009 AS READ. FIN SEAL W'STRIPPING - ULTRAFAB P.H. SMS 1/4-MAX._ 16 YF-10 AS READ. FRAME I(8 X 1" / /VENT ASSEMBLY SCREWS - LOAD BEARNG 17 - AS READ. FIX.MTG.RAIL ASSEMBLY SCREWS SHIM - 010 X 1"P.N. SMS $ 1B - 4 VENT GUIDE RIGID PNC 2 AT EACH JAMB RAIL 0 19 - I/GUIDE GUIDE SCREWS - 96 X 1/2"FH SMS = J Y� 20 - 2/VENT 'ULTRAUFT'SPIRAL BNAWCE - CALDWELL �. m (� 20A - 1 BALANCE FASTENER - is X 1'PH SMS vii O ------- ------ O 21 - 2 OPEN CELL FOAM PAD(1'X 1/2'X 1-1/2') - YALE = O 22 - AS READ. SETRNG BLOCKS EPDM DUROMETER 8015 SHORE A O j to �t7 N C3 X43 i TYPICAL ANCHORS E1-M SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH N Q cam O 1/4 X.. O N I _ VENT WIDTH TYPICALECHE. _ __—___,-- __ _._ _ __- _— _ _ _ _ _ _ 1/4"MAX, FOR SPACING SHIMS 16 0 15 7 TYPICAL ANCHORS SEE ELEV. _ FOR SPACING 0 - -1 -1/2' _ _ --___=-_- - -- El l: . .. .: :. .. .. _ 'W r °1.1/4' 91 W rux _ 2 WOOD SUC 000 STfiUCTURE - -- -- - - ------------------ w Engn JAVAD AHMAO PRODUCT REVISED m e CML as complying with the Florida i ♦ w FLA.PE 35 70592 Building Code '> C.A.N. Accepteucc No/ "DI O•�j 6 .�, 3 EXTERIOR , Ex imtionDOte D.L.OPO. °0 / / By //.� Mie e' adcPLGd�icLCotLtYo drawing no. WINDOW WIDTH �UN Ll �2b15 WO3-105 t sheat 5 of 6 3.043 1.470-1 �l P I 16 ron .062 1.78 .819 .062 t.Oso �. 2.980 a o` 8 .374 O FRAME HEAD L-2.970 L ..374 1.060 Qa � 1.485 2.970 I Q O Q Q Q FRAME JAMB O^T .743 go:a a0 3.334 1•�3 .080 .818 O .062 2.273 3 0 .010 � J I to VENT LATCH J x 1.339 .375 0 MEETING RAIL 1.E..45 oa5 1.0451s Q¢� C 2.583 .941 .861 p _y o Z 31+ ro F © GLAZING BEAD (LAM. GLASS) ®GLAZING BEAD (INSUL. LAM. GLASS) 1 ^ Z 1.468 ' M ow .939 / .082 aD� 2.000 .062 1.434 g - - - -- - -I -- - - - oORP ® VENT TOP RAIL �# 7O VENT SIDE RAIL 2.461. ---- .965 - c FRAME CORNERS DETAIL .082- 2.6 85 082 2.685 3.536 3.D36 Engr:JAVAD ANMAD PRODUCTRHVISCD •t c CML a9 complying wish the Florida _ 1.624 i FIA.PE 70592 0 11 ,Pg Coda C.A.N. AcceplaocoToo Ira-c) 1.283 18 >~ imlion Date 1 , 1 1.340 }�- 3.043 � ��Pmda:M 'a( drawing no. VENT CORNER NT ORN R D�AI 7" �2Ui5 W03-105 O VENT BOTTOM RAIL 2O FRAME SILL sheet 6 of 6 11/15/2016 Florida Building Code Online BCIS Home Log In User Registration Hot Topics ( Submit Surcharge I Stats&Facts j Publications 'FBC Staff BCIS Site Map I Links $Search j Fiodda Product Approval 9 USER:Public User r Product Approval Menu>Product or Application Search>Application List>Application Detail i a, a FL# F117472 RI Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. i Comments Archived I� Product Manufacturer Eastern Architectural Systems ; I Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800) 432-2204 Ext 4314 I thoard@easternmetal.com ,I Authorized Signature Timothy Hoard thoard@easternmetal.com Technical Representative Timothy J. Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers, FL 33913 (800) 432-2204 Ext 4314 thoard@easternmetal.com !I Quality Assurance Representative Address/Phone/Email Category �tW�in(Aowsa Subcategory LMullions-� ,I Compliance Method Certification Mark or Listing i Certification Agency Keystone Certiflcations,,Inc. Validated By Keystone Certifications,,Inc. Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 TAS201 1994 TAS202 1 1994 TAS203 1994 Equivalence of Product Standards Certified By .I I I . i Product Approval Method Method i Option A it https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC%2bGtoUJ5`/o2fWIPJ6hz%2fBgghlf7cCfmsA°/a3dp/o3d 1/2 - 11/15/2016 Florida Building Code Online I' i. Date Submitted 03/24/2015 Date Validated 04/02/2015 Date Pending FBC Approval J Date Approved 05/08/2015 �l Summary of Products I i FL# Model,Number or Name Description 117472 1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion �_ Mullion Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL17472 R1 I C CAC 622-104CAR.Ddf Approved for use outside HVHZ:Yes Quality Assurance Colntract Expiration Date Impact Resistant:Yes 09/22/2018 1. Design Pressure: N/A Installationlristructions Other:See drawing set for mullion size,angle and design FL17472 R1 I'll PA-0004 HVHZ SS 2015-02-28.odf pressure rating Verified By: Hermes F.,Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports r FL1747-3 R1AE PER3286 HVHZ SS 2015-02-28.1)df Created by Independent Third Party: Yes u 17472.2 HVHZ Clipped Aluminum Tube HVHZ Clipped Aluminum Tube Mullion Vertical, Horizontal,T Mullion and X Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL17472 RSI C CAC 622-101CAR.odf Approved for use outside HVHZ:Yes FL17472 R11 C CAC 622-102CAR.odf Impact Resistant:Yes FL17472 R1 C CAC 622-103CAR.Ddf Design Pressure: N/A FL17472 Rli C CAC 622-105CAR.odf Other:See drawing set for mullion size, configuration and FL17472 Rli C CAC 622-106CAR.pdf design pressure rating Quality Assurance Contract Expiration Date 07/18/2018 Installation Instructions FL17472 R1.II PA-0003 HVHZ SS 2015-02-26 pdf Verified By:lHermes FiNorero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports I FL17477 R11AE PER3285 HVHZ SS 2015-02-28 Ddf Created by Independeiit Third Party: Yes Back Next I� ;k i Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824 ' The State of Florida is an AA/EEO employer.Copyright LI aht 2007-2013 State of Florida. :: Privacy Statement::i Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do.not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395. -Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,FS.must provide Ithe Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email add resseslare public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. ^� Product Approval Accepts: Credit Card Safe I !I i` hftps://www.floridabuilding.orgtpr/pr_ppp O.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC%2bOtoUJ5%2fiWIPJ6hz%2fl gghlf7cCfmsA%3d%3d 222 ti 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop � Dania Beach, FL 33004 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report ! Of Eastern Architectural Systems, iInc. ; HVHZ Clipped Aluminum Bay/Bow Mullions for Florida Product Approval; I' FL# FL 17472 Report No. 3286 Florida Building Code 2010 & 5th Edition;, Per Rule 61G20-3 1 i Method: 1 —A (Certification) Category: Windows Sub — Category: Mullions Product: HVHZ Clipped Aluminum Bay/Bow Mullions Material: Aluminum 6005-T5 & 6063-T6 I Prepared For: Eastern Architectural Systems 10030 Bavaria Road Ft Myers, FL 33913 F. 0 Prepared by: i' �,Q' ••''' F Hermes F. Norero, P.E. 7 . Florida Professional Engineer#73778 = * .• ;~* Date: 02/27/15 — — "o TT � — Contents: i�O�F•• ` pP;. •�����` Evaluation Report Pages 1—4 '�i�ss'/pNA1- Digitally signed by Hermes,F.Norero,P.E. ��111����� Reason:I am approving this document Hermes F. Norero, P.E. Date:2015.02.28 12:39:04-05'00' Florida No. 73778 . I� BUILDING DROPS FL#: FL17472 A Perfect Solution in Every Drop Date: 02/27/15 Report No: 3286 Certificate of Authorization:29578 jl i Manufacturer: Eastern Architectural Systems, Inc. Product Category: Windows j Product Sub-Category: Mullions Compliance Method: State Product Approval Rule 61G20-3 r Product Name: HVHZ Clipped Aluminum Bay/Bow Mullions Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Eastern Architectural Systems,Inc. based on Rule Chapter No. 61G20-3, Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. �I Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involveld in the approval process of the product named herein. AI This product has been evaluated for use in locations adhering to the 2010&51h Edition Florida Building Code. j 'I See Installation Instructions PA-0004, signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. i. Limits of Use: 1. This product has been evaluated and is in compliance with the 2010&5th Edition Florida Building Code, including the"High Velocity Hurricane Zone" (HUHZ). 2. Product anchors shall be as listed and spaced as shown;on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010&51h Edition Florida Building Code and does not require an impact resistant covering. Individual window units must be imo,act rated where applicable. 4. Site conditions that deviate from the details of drawing PA-0004 require further engineering analysis by a licensed engineer or registered architect. 5. All configurations shown in installation instructions PA-0004 h;a�ve been qualified as required by section 1715.5.5 of the 2010 FBC and section 1710.5.3 of the 5th Edition FBC. 6. See Installation Instructions PA-0004 for size and design pressure limitations. 1 j I Hermes F. Norero, P.E. i Florida No.73778 Page 2 of 4 i BUILDING DROPS FL*: FL17472 A\\) A Perfect Solution in Every Drop Date: 02/27/15 Certificate of Authorization:29578 Report No: 3286 I� ' l Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code and Rule 61G20-3 for manufacturing under a Certification Agency through Keystone Certifications, Inc. (PBC Organization#: CER1523). r Referenced Code Sections: I I, 1. 1715.5.5 of the 2010 FBC 2. 1710.5.3 of the 5th Edition FBC I Referenced Data: 1. Product Testing performed by: Certified Testing Laboratories (FBC Organization#:TST1577) Report#: CTLA 301OW-4 Report Date:07/18/14 Report#: CTLA 3010W-4A Report Date:0'7/18/14 Report#: CTLA 301OW-5 Report Date:07/18/14 Report#:CTLA 3010W-5A Report Date:07/18/14 Report#: CTLA 301OW-6 Report Date:07/18/14 Report#: CTLA 3010W-6A Report Date:07/18/14 Report#: CTLA 301OW-7 Report Date:07/18/14 Report#: CTLA 3010W-7A Report Date: 07/18/14 Report#: CTLA 301OW-10 Report Date:09/22/14 Report#: CTLA 301OW-10A Report Date:09/22/14 2. Certification Agency Keystone Certifications, Inc. (FBC Organization#: CER1523) If ', I� I I, I ,4 I Hermes F. Norero, P.E. Florida No.73778 Page 3 of 4 ' I I I BUILDING DROPSFL*: FL17472 'I r Date: 02/27/15 A Perfect Solution in Every Drop I Report No: 3286 Certificate of Authorization:29578 f� ! I iI Installation: 1. Approved anchor types and substrates areas follows: I � A. For two by(2X)wood frame substrate, use#14 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment;of 1.507;into wood framing. B For.=concrete or masonry substrate where one by(1�X, no ='s ruc�uraf;wekin is - oy*ed; 1 iamet L'der ITW Tae conc pcon typr�__ete s rew:anchors_of sufficient empluse lerragth-to-achidiii:-Minim mu embedment of`1!-into coni ete or masonMry C. For concrete or masonry substrate where wood bucking is NOT employed, use 1/4" diameter ITW Tapcon type concrete screw anchor's of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. D. For metal stud substrate, use 1/4"Grade 5 self-drilling screw type metal frame anchors of sufficient length to achieve a minimum three threads penetration beyond metal structure. II I Refer to Installation Instructions (PA-0004)for anchor locations,design,load tables,and further details of the installation requirements. i ! Design Pressure: See drawing PA-0004 for mullion desing pressure tables, mullion profiles,and installation details. it I i !I iII i I I L� ,I ' I! !i j' Hermes F. Norero, P.E. !I Florida No. 73778 Page 4 of 4 IH i EASTERN ARCHITECTURAL SYSTEMS HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS GENERAL NOTES: � Wl 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010&STH EDITION FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE. 3. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. INDIVIDUAL UNITS ATTCHED TO MULLIONS MUST BE IMPACT RATED. MULLION UNDER SEPARATE 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRYAND 2X FRAMING AS A MAIN WIND FORCE APPROVAL \� RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE % W1l �WZ�� FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF II INSTALLATION. / R S. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 011VERTICAL MULLSPAN'L� MULL STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD SPAN�L� FOR THE PROJECT OF INSTALLATION. 0 /f MULLION ��; 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GEN ERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A TYP, Y/1 0/ + SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS.IN HVHZAREAS,ONE TIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI-DADE PERA. VERTICAL SPAN 7. MULLION&CLIP MATERIAL:ALUMINUM 6005-TS&6063-T6(AS NOTED) 8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL, 9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A TYP 3 10. IN ACCORDANCE WITH THE 2010&5TH EDITION FBC,DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME TYPICAL MULLION ASSEMBLY INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED AS DEFINED IN SEC 2003.8.4. INSTRUCTIONS. 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. TABLE OF CONTENTS 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS: SHEET REVISION SHEET DESCRIPTION • ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF ONE-WAY MULLIONS. 1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLEDTOGETHER WITH 2 MULLION ASSEMBLY AND MULLION AND CLIP DETAILS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS. • SEE SHEET 7 FOR ASSEMBLY EXAMPLES, 3 - - -MULLION-SECTIONS- -- - — - - - — - - - - - --- — — - - - - _ • IF ASSEMBLY TYPE.CANNOT BE DETERMINED USE TWO-WAY MULLION CHART. _ 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN 4 - 22.30°MULLION DESIGN LOAD TABLES PRESSURE OF OPENING USING CHARTS ON SHEETS 4-6. 5. QUALIFIED CLIP TYPES APPEAR ON SHEETS 4-6.MULTIPLE ANCHOR 5 - 45•MULLION DESIGN LOAD TABLES TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. ----- --6- -- -------90•-MULLION DESIGN LOAD TABLES------- -.- - _ 6. MULLIONS SHOWN HEREIN SHALL BE USED INA VERTICAL MANNER ONLY.HOWEVER, ___'_ --==HORIZONTAL MULLIONS UNDER SEPARATE-APPROVAL.MAY_BE_USED INCONJUNCTION_ 7 - MULLION ASSEMBLY AND LOAD EXAMPLES WITH MULLIONS SHOWN HEREIN IN ATWO-WAY CONFIGURATION. 7. THE LESSER DESIGN PRESSURE OF MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. 111111111 \\��11 //// REVISIONS �._ EASTERN AA MSIONU�9YSTEM9 F. O // . `I EasEASTERN METAL 9YPPLY _ tern \\\���•" /'// ^A�uM.NUM ANO V NYL 10OWSAVARIAROAD • • �O '.�L.].. r w. eoen FO-ERS,ROM-913 eo3alz-2zsa 1E jt HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS = * * VERTICAL AND HORIZONTAL CONFIGURATIONS •0 T T = GE ERAL AND INSTALLATION NOTES Digitally signed by Hermes F.Norero,P.E. � o'.• r P.: �u�� DATE:DR MM. PREPAREDBY: / T . 02/05/13 TJH Reason:I am approving this document '�/F��- � " �`\\` DRA4NND NQ. SCALE: BVI DTNG DROPB,INC. FBPE CERTIFICATE OF ' DD"n� i�y3i3p3� % PA-0004 N.T.S. AUTHORIZATION NO.29578 Date:2015.02.28 12:46:28-05'00' 393 EAST �dEAC BL 3D•B�3]8 iBPE CERT.Di MALI/THOR2AMN M7.20578 DATE DESCWPTIDN SHEi:OF 7 KVSE(2)ANGLE CLIP, ULLION END.INSERT r- 1.072" INSIDE MULLION 1.036" 1.072" -� 3.125"� 1 0.250" I L-CLIP MULLION 0.250"a d &ANCHORS 3.289" qg• 3.604" 0.125" 4.986" 1OPENING SUBSTRATEBY OTHERS ® 0.125" 0.125 ® ® 22.50 DEGREE -%:45DEGRE90 DEGREE ® ® MULLION UL'LIONE MULLION USE WITH CLIP TYPES: USE-WITH CLIP TYP S: USE WITH CLIP TYP 5 • L-CLIPS(PAI 5) L-CLIPS(PAI S) L-CLIPS(PAI S) USE CLIP DEPTH=2- /4" USE CLIP DEPTH=2- /4" USE CLIP DEPTH=2- /4" BAY MULL TOP VIEW (TYP.) 2.000" 0,125" BAY/BOW MULLION 2.250.. 0 0 11 r` 2.250 N 0 0 INSTALLATION FASTENERS VARY, SEE NOTES SHEETS 4 - 6 c 0.875" 0.250" 4.000" --2"_x-4" L--CLIP-- - - - - -- -- - o ALUMINUM 6063-T6 o SUBSTRATE VARIES, SEE NOTES L-CLIPS SHALL BE USED IN SHEETS 4-—6 REVISIONSEISTECJJARCHRECTDRILL 6YSTEM6 SS IF 0 /., VEON, Eastern EARTADNSIONF` ,[Y ..—w,ra'oe v i e o'owa 10030BAVARIAROAD L-CLIP ATTACHMENT(TYP.j ��� :•' � �0,'i ,w FFORTWE S.FLORIDAM13 nTLE: HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS NOTE:L-CLIPS MUST BE USED WITH ANY 7 BAY/BOW'MULLION TYPE.SEE SPECIFIC =* ' * VERTICAL AND HORIZONTAL ONFIGURATIONS D T T a = MULLION ASSE ABLYAND MULLION AND CLIP DETAILS MULLION SHEET FOR DETAILS. " '; DATE:DRAIVN BY: PREPARED BY: 0� ( P, =<4 02 OS 13 TJH Bun DTuGDROPs,mc. �� • • •• G\ \\ D-MN NO: SCALE: df • I , FBPE CERT=CATE OF J6'CW {�V��O(a PA-0004 N.T.S. �� AL17HOR zAMONNO.29576 FBPE CERT..tf�BUlN6M/110 .2�B BY DATE DESCRIPTION REV SHEET.2OF 7 : INSTALLATION INSTALLATION ANCHOR(SEE NOTES2 1/2"MIN. ANCHOR(SEE NOTES ° 3/4"MIN. SHEETS 4-6) EDGE DIST. SHEETS 4-6) ° ° EDGE DIST. CONCRETE OR CONCRETE OR ° MASONRY BY OTHERS ° ° e ° MASONRY BY OTHERS—'\ d e ° CAULK BETWEEN ° 4 CAULK BETWEEN CONCRETE/MASONRY&IX ° ° ° Q e ° 1 S/4"MIN. CONCRETE/MASONRY&2X WOOD BUCK BY OTHERS E ENT WOOD BUCK BY OTHERS 11/2"MIN. EMBEDMENT 1X WOOD BUCK BY OTHERS 2 X WOOD BUCK BY OTHERS MULLION CLIP MULLION CLIP TYR TYP. I I I I EXTERIOR I I INTERIOR EXTERIOR I I INTERIOR I I MULLIONI I MULLION TYP. TYP. NOTE g VERTICAL SECTION DETAILS SHOWN ARE TYPICAL FOR C VERTICAL SECTION P ALL MULLION&CLIASSEMBLIES. 3 HEAD-CONCRETE/MASONRY 3 HEAD-2X WOOD BUCK SIDE VIEW-VERTICAL SEE SHEETS 4-6 FOR ALLOWABLE SIDE VIEW-VERTICAL MULLION CONFIGURATIONS,SIZES, AND DESIGN PRESSURES, EXTERIOR i INTERIOR MULLION I I TYP. I I I I MULLION CLIP I I TYP. ° ° A ° ° 11/4"MIN. d. _ ° EMBEDMENT PRECAST SILL ° ° ° + i RevlsloNs FRI. TEAApN190N0bYSTEM9 BY OTHERS S F. �� Eastern EA9TERNMETISY—Y 2NO ROAD : :0i .w,n�vr wnavvvm i,avovvna BOM72-2204.FIDRIDA3]9f3 INSTALLATION '�` nnE: ANCHOR(SEE NOTES 21/2"MIN. 7 _ HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS SHEETS 4-6) EDGE DISTANCE =* * =F VERTICAL AND HORIZONTAL CONFIGURATIONS =/ c • T T = MULLION SECTIONS A VERTICAL SECTION DRAWN BY: PREPARED 0 02 . TJH 3 SILL-CONCRETE/MASONRY BUL DTNG DROPS,INC OW..WMO NO: SCALE: NOR •a \ ,$, FBPE CERTSFTCATE OF SIDE VIEW-VERTICAL we us C B �,,Te PA–D004 N.T.S. 6r 1�1' AunaoRTZATxoNNo 299 78 DAN bHEET: REV: FBPE CERT.K A FlAYIDN NO.29578 BY DATE DESQi—N REV 3 OF 7 MULLION DESIGN PRESSURE LIMITS FOR MULUON:22.5 De.-ONE-WAY MULLIONS SPANT TRIBUTARYWIDTH'W' IN. 1.036" (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 II 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 175.3 159.1 149.0 144.1 143.5 141.6 ONE-WAY MULLION DIAGRAMS 72 179.3 137.2 112.6 96.9 86.2 78.9 74.6 74.0 70.8 0.250" 3.289" 84 112.1 85.4 69.6 59.4 52.3 47.2 44.1 43.6 40.9 96 74.8 56.7 46.1 1 39,1 34.2 30.7 28.4 28.0 26.0 108 52.3 39.6 32.1 1 27.1 23,6 1 21.1 19.4 19.1 17.7 22.50° MULLION DESIGN PRESSURE LIMITS FOR MUWON:22.5 Deg.-TWO-WAY MUWONS 0.125" SPAN'L' TRIBUTARYWIDTH'W(IN.) (IN.) 1B 24 T 30 36 1 42 48 153.125 S4 60 22.50 DEGREE MULLION 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 TRIBUTARY WIDTH= 1VI+002 36 200.0 200.0 200.0 200.0 200.0 200.0 187.5 184.5 166.0 ALUMINUM 6005-T5 2 48 200.0 200.0 200.0 200,0 177.9 155.7 140.6 138.4 124.5 60 200.0 200.0 181.3 151.1 129.5 113.3 102.4 100.7 72 174.8 82.6 161 87.4 74.9 65.6 59.2 58.3 52.5 TWO-WAY MULLION DIAGRAMS 84 110.1 82.6 66.1 55.1 47.2 41.3 37.3 36.7 33.0 96 73.8 55.3 44.3 36.9 31.6 27.7 25.0 24.6 1 22.1 108 51.8 38.9 1 31.1 25.9 22.2 19.4 17.6 17.3 15.5 TABLE NOTES: 1. SEE SHEET I FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2-3 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: •WOOD:#14 WOOD SCREWS •CMU:1/4"ITW TAPCONS QUALIFIED ANCHOR CLIPS •CONCRETE:1/4"ITW TAPCONS •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"BI EDGE DISTANCE OF V.WOOD SHALL BE MIN.5.6.=0.55. HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"-&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90, - •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"d EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. _0 __-0-- -__ -_.0___- "o-__ _- _ _ _ _=18 GA (0_045'-'THICK)33 KSI-YIELD.ALUMINUM-SHALL-BE-MIN.-1/8"-THICK-ALUMINUM=6063-T5. -------i L-CLIP ALUMINUM 6063-T6 111 1If��� REVISIONS EASTERN ARCHDECTURAL SYSTEMS ""MUST BE USED IN PAIRS %�SEg F. p��(�/� :��I DIVISION I Eastern EAS TERNMETAL SYPPLY �` •' t` /I �f'AL-u lwHuw�s-.�o10830 BAVARIA ROAD NOTE:SEE SHEET 2 FOR SPECIFIC .� �i •. .. FORT MYERS,FLORIDA J391J O .;;: .a. - 6ORTMYER CLIP DIMENSIONS. 7 nrE' HVHZ CLIPPED ALUMINUM BAY BOW MULLIONS * e = VERTICAL AND HORIZONTAL CONFIGURATIONS 9 T T G = 22.5• MULLION i I" '• : 41/ DATE:DRAWN BY: PREPARED BY: 02/05/13 TJH sy BUILDING DROPS,INC. N `�� DRAWING NO: BCALE: 1 FBPE CERTIFICATE OF J9B EASYd ••••,7,,y ]SB PA-0004 N.T.S. , �� AUTHORIZATION NO.29578 {SPE tED OFI uii xa 28578 BY DATE DEBcwPnoN REQ 4 OF 7 REv: DESIGN PRESSURE LIMITS FOR MULLION;45 Deg.-ONE-WAY MULLIONS MULLION SPAN T TRIBUTARY WIDTH'W(IN,) (IN.) 18 24 . -30 36 42.. 48 53.125, S4 60. 24 200.0 200.0 200,0 . 200.0 200.0 200.0 200.0 200.0 200.0' 1.072" 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200,0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 -200,0 192.2 180.0 174.1 173.4 17L1 �n�w (`72--j 200.0 165.8 jLtVM 117.0 104.2 95,4 90.1 89.4 85.5 0.250" 84 135.4' 103.1 84.1 71.7 63.2 57.1 53.2 52.7 49.5 ONE-WAY MULLION DIAGRAMS 96 90.3 68.5 55.6 47:2 4L3 37.0 34.3 33.8 31.4 108 63.2 47.9 38.7 32.7 28.5 25.5' 23.4 23.1 21.33.604" 45° MULLION DESIGN PRESSURE LIMITS FOR MUWON:45 Deg.-TWO-WAY MUWONS SPAN T TRIBUTARY WIDTH'W(IN.) (IN.) 18 -24 30 36 . 42. - 48 53.125 54 -60 0.125" 24 200.0 200.0 200.0 200.0-- 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 '200.0 '200.0- 187.5 184:5 166.0 A ^ p 48 200,0 200.0 200.0 200,0 177.9 -155.7 140.6 138A 124.5' tUD-EGREE I]L1U.LLQN 60 200.0 200.0 199.2 166.0 142.3 124.5. .112:5 110.7 99.6' ALUMINUM 6005-T5 72 200.0. 158.4 126.7 105.6 90.5 79.2: 71.6 70.4. 63.4 84 ]33.0 99.8 79.8 66.5 57.0 49.4 -45.1 `.44:3 39.9 TWO-WAY MULLION DIAGRAMS 96 89.1 - 66.8 53.5 44.6 38.2 33.4' .30.2 29J 26.7 HJI+W2 108 62.6 46.9 37.6 31.3 26.8 23.5 21.2 20.9 18.8 TRIBUTARY WIDTH o 2 TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2-3 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: •WOOD:#14 WOOD SCREWS •CMU:1/4"ITW TAPCONS •CONCRETE:1/4"ITW TAPCONS QUALIFIED ANCHOR CLIPS 6. INSTALLATIONETAL: /UBSTRATES:LINGSCREWS(GRADE 5) -- - - ----- -- --- - - ----•-WOOD-ANCHORS-SHALLHAVE-A-MIN.EMBEDMENT-OF-1-1/2"-&EDGE-DISTANCE-OF-1":WOOD-SHALL-BE MIN.5.&.=0.55.-- - -HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 0 0 0 O •CONCRETE ANCHORS SHALL HAVE A MIN,EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 PSI._- _- _ METAL ANCHORS-SHALGHAVE A-MIN.-(3)THREAD5-PENETRATION BEYOND'METAL STRUCTURE:STEEL SHALL-BE-MIN. 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. 0 0 0 0 ���```ESIF i►10���''' REVISIONS -.� EASTEEABTEAOMSIONAN METAL 9YPPLYTEMS L-CLIP (/' 1 Eastern ALU MINUM 6063-T6 J�,(p�'�: �,,�I R ALUMIM M AN ovo pv-L� FORT MYMYER%F RDA 33973 ip�.�yanr w,«noun **MUST BE USED IN PAIRS 90043T,]206 Z 'O TI-` HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS NOTE:SEE SHEET 2 FOR SPECIFIC =* ' * VERTICAL AND HORIZONTAL CONFIGURATIONS -10 T T r tY = 45' MULLION CLIP DIMENSIONS. OATH DRAWN BY: PREPARED BY: 02 05 13 TJH �j •' • •\�\� BUILDING DROP5,INC. N.. `� DRAWING NO: SCALE: 7PE CERTIFICATE OF age a sf@°Ry �pyT��OVp"wie PA-0004 N.T.S. AUTNORLLilI0NN0.29678 FEPE MT. ON NI1Fdi12ATON N0.Y94]B BY GATE DESCRIPTION REV E5'OF 7 RE" 1.072" MULLION DESIGN PRESSURE LIMITS FOR MULLION:90 Deg.-ONE-WAV MULLIONS SP ' 48 L' TRIBUTARYWIDTH'W'(I3.125" (IN.') 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 /\ 36 200.0 200.0 200.0 200A 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.125" --II--o-I 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 199.2 72 200.0 200.0 200.0 184.5 167.4 155.7 148.6 147.6 . 1 4.986" ONE-WAY MULLION DIAGRAMS 84 200.0 183.3 149.5 127.5 112.3 101.5 94.6 93.6 87.9 96 160.5 121.8 98.9 83.9 73.465.8 60.9 60.2 55.9 108 1124 85.1 68.9 58.2 50.7 45.2 4L6 41.1 37.9 MULLION DESIGN PRESSURE LIMITS FOR MULLION:90 Deg.-TWO-WAY MULLIONS SPAN 1! TRIBUTARY WIDTH'W'(IN.) (IN.' 18 1 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.6 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 187.5 184.5 166.0 90 DEGREE MULLION 48 200.0 200.0 200A 200.0 177.9 155.7 140.6 138.4 124.5 60 200.0 200.0 199.2 166.0 142.3 124.5 112.5 110.7 99.6 ALUMINUM 6005-T5 72 200.0 200.0 166.0 13&4 118.6 103.8 93.8 92.2 83.0 TWO-WAY MULLION DIAGRAMS 84 200.0 177.3 141.9 118.2 101.3 88.7 80.1 78.8 70.9 96 158.4 118.8 95.0 79.2 67.9 59.4 53.7 52.8 47.5 TRIBUTARY WIDTH= W1+W2 108 111.2 83.4 66.7 55.6 47.7 41.7 37.7 37.1 33.4 2 TABLE NOTES: 1. SEE SHEET I FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2-3 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS 25 ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: QUALIFIED ANCHOR CLIPS -CMU:1OOD/4 "ITWTOAP ONSWS •CONCRETE:1/4"ITW TAPCONS •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF P.WOOD SHALL BE MIN.5.6.%0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE - MIN 4 SI. r _ __ - -- --- o--=-o= o ---.METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. L-CLI P ALUMINUM 6063-T6 `��r��� �ii� ISIONS p EASTERNARCHITECTURALSYSTEMS MUST BE USED IN PAIRS `� �� �� �aste/. ADIVISION MUALSP �� g F. �i 9ASTM OYPPLY 11M)�� . // •A++Lna MT M n n^ y eYn FORT BAVARI FLORIDA (4 • .f� / PORTMYERS,PLDRIDA 33813 NOTE:SEE SHEET 2 FOR SPECIFIC S: -.0 TIE:" X643 CLIP DIMENSIONS. 7 HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS * . * [IR- VERTICAL AND HORIZONTAL ONFIGURATIONS -10 T T e 90' MULLION DATE DRAWNBY: : 0 '• OP:' �: 02 OS 13 TJBUILDINGDROPS.INC. /q� DI-WING NO: SGLLE: FBPE CERTIFICATE OF 380 EASYAT���ICyB�gpy{ e PA-0004 N.T.S. AUTHORIZATION NO.29578 FBPE CQiT. AU�(1DQItARB57BDESCRIPTION REV SNEC:OF 7 ftEV: EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES 'W!' 'W2' MULL SPAN'L' MULL SPAN'L' VERTICAL MULLION MULTIPLE UNIT ASSEMBLY 'W!' 'W2' VERTICAL MULLION MULL SPAN'L' I. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2. IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY ASSEMBLY CONFIGURATION VALUES. VERTICAL MULLION 3=FENESTRATION'PRODUCTS-S14ALL-BE ANCHORED-AS-APPROVED. -