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HomeMy WebLinkAboutPRODUCT APPROVAL9/30/2016 Florida Building Cade Online r t i",W r LxM� 22 t".#Mk syyN*4T.xri*v'':,, #. ,srw+s 6a"M art' art ^P Y s,so 1 4 �� 1 t €: s." do BCIS Home I Log In I user Re9lstmUon I Hot Topic Submlt SP6iar,P Stets a Facts Pubaa[ions FBC Stag BCIS Site Map I Links I searcri j dbpr'dim Product Approval USER: Public User Product Aoomval Menu > Product or Aootiation Search > AoollaHon List > APpBcaUon Detail SCANNED YN FL # CiD BY • _1�x`1 pP Type St. Lucie County Application T e Code Version Application Status >Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowskl@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL ReferencedStandardand Year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/22/2016 Date Validated 09/07/2016 Date Pending FBC Approval Date Approved 09/08/2016 Year 1994 httpsllfioridabuildirg.org/pr/pr_app_ fl.aspx?param=wGEVXCmdDquSl Bu8CAEmBE7OC31VX3PGaDAISWyATjg%3d 113 9/30/2016 Florida Building Code Online Ra Approved for use in HVHZ: Yes FL239 R24 C CAC 15-0612 I1 LMI Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R24 11 15-0612 11 LMI Ddf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.8 SH-3000 (Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 15-0612 10 SMI odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance R239 R24 II 15-0612 10 SMI odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH-5400 (Non -Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.04.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R24 11 16-0714.04.Ddf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.10 SH-5500 (Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714 03 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance F1239 R24 11 16-0714.03.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Satlr Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone, 650-487-1824 The State of Florida Is an AA/EEO employer. Cowrioaht 2007-2013 state f Florida. :: Privacy Statement :: Accessibilifv Statement :: Refund Statement Under Florida law, email addresses are public records. If you do rot want your a -mall address released in response to a public -records request, do rot send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.,187.1395. Pursuant to section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are 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 publlc To determine If you are a licensee under Chapter 455, F.S., please dick here -. Product Approval Accepts: ON ®.f Credift Card senlrit}�AtE'rlucs https:/fAoridabuildrg.org/pr/pr_app dM.aspx?param=wGEVXOwtDquSl BuBCAEmBE7OC31VX3PGaDA1SWyATjg%3d X3 MIAM1.D DE I MIAMI-DADECOUNTY a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) N w v.miamidade.aov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE:' This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "5400" PVC Single Hung Window—N.I. APPROVAL DOCUMENT: Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI", sheets 1 through 12 of 12, dated 05/15/15, with revision A dated 05/05/16, prepared by 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: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. . ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided 4o 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#45-0519.06 andconsistso£this page I and -evidence -pages E-1-and 1r2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. / NOA No. 16-0714.04 MIAMI•DADE COUNTY Expiration Date: July 30, 2020 Approval Date: August 18, 2016 01 `'Y Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.06) 2. Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI", sheets 1 through 12 of 12, dated 05/15/15, with revision A dated 05105116, prepared by manufacturer, signed and scaled by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and shuctural analysis, complying with FBC-51h Edition (2014), dated 05115115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0519.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel Per , .E. Product Control xa mer NOA No. 1 14.04 Expiration Date: July 30, 2020 Approval Date: August 18, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 2. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 3. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010 and FBC-51 Edition (2014), dated May 1 S, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.06) 2. Statement letter of no financial interest, dated May 15, 2015, issued by manufacturer signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.06) 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under previous NOA No.15-0519.06) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed -by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No.15-0519.06, issued to PGT Industries for their Series "5400" PVC Single Hung Window - N.I." approved on 07/30/15 and expiring on 07/30/20. i / Manu 1 Per E. I(/> Product Control E am' er NOA No. 16- 4.04 Expiration Date: July 30, 2020 Approval Date: August 18, 2016 E-2 II pNCHOMGE EXAMPLE FOR A 28-1/8' MAX. O.C. PADIUS-TOP - t2=X. FROI HEADER(SIM. �� FflAMSEAM FOR ALL W INODW TYPES) �j� B. SEE -4w--30-MPX.O.G -Lr 11- SHEET3 A SEE - I� SHEET 3 EQUALLY SPACER ANCHORS PER / TABLES 68T G m EQUALLY SPACED ANCHORS PER TABLES I &] 32-IIW MAX. BUCK WIDTH 12- 52-1/B' MAX. BUCK WIDTH 30. I-. - 12-MI e. SEEMAX. ANCHOMSEEXAMRE OE SIGNPRESSURERATWG IMPACT RATING FORARCH-TOP yARIES PER REINFORCEMENT NOT MTED FOR HEAOIFR(SW.FORAIL LEVEL, SEE SHEETS&T IMPACT RESISTANCE / WINCGW TWEs) ILA 1FRAME FROM I �re•� SEE SHEETS r 1-1/4' FRAME SEAM DSEE __ B&9 11 SHEETI 30'MAX. O.C.���12'MAX. C, SEE(--1 17-0IB' MAX D.C. / 02. O BUM MAX HEIGHT 4 O'MN(.IO.C. BUCK AS SHOWN 1 J- HEIGHT I X (MAX.) / 13314'MPKD.C. SEE // 1 SHEETS C A B&e _- JND CHORB AT Dom- 1-t14' -�-- SEESILLWEI B SEESILLWEEP- SEEBILL WEER NOTCH DETA �NOTCHDETNLS, fit-1R'MAX BUCK WIOM NOTCH DETA&S, SHEET/ SHEET3 SHEETS ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME ELEVATION FOR TVA. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWNWITHEOUAL-LITE CONFIGURATION SHOWN WRH ORIEL/PROVIEW CONFIGURATION Foa cusrfl H�GHT BEETABLESeg�CONON UP TO LSI ILAR ANCHOR MCHUREDTSI0OU61OTHEa W11- anoNsl A, SEE MAX SHEETS EQUALLY ClSPACED ANCHORS PER TABLES 6&] a, — — MAIL 10' MAX. O.C. BUCK HEIGHT J13-3/4-MAX. O.C. EQUALLY SPACED ANCHORSPER A I TABLES 68) FIXED VISIBLE LIGHTWIDTH 12'MAX J— A. SEE_ - SHEETS FIXED VISIBLE LIGHT _f_ A, SEE t)-T/&'MAX O.C. SHEET] HEIGHT �_ EQU SPALLYr AB' SPACED MAX ANCHORS P ER 0/ BUM TABLESBfl) -- HEIGHT Him LIGHT HEIGHT SASHVISIBLE LIGHT WIDTH 11]-LY'MAX. O.C. EOUNLdPAWV D it J_ ANCHOR9 PER SERIES 5400 NON -IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL GENERAL NOTES: HAS BEEN DESIGNED dTESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDINGME HIGH VELOCITY HURPICANE20NE (HVHL). FRAME,GUSS BANCHOR t)THIS PRODUCT 2) SHUTTERS ARE REQUIRED WHEN USED IN LAND -BORNE DEBRIS REGIONS. COUNTY, USE ONLY MIAMI DACE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUMERN PINE, ASTM COD OPTIONS INSTALLATION, FLAN GE& 2 3) FOR MASONRY APPLICATIONS IN MAMI-OADE CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHORTYPE. OPTIONAL IF UNIT IS INSTALLED OIRECRYTO SUBSTMTE WOOD BUCKS EQUAL LEWaOX............. 3 a) ALL WOOD RUCKS LESS THAN 1-1R' THICKARETC BE CONSIDERED 1%INSTALLATIONS. IX WOOD BUCKS ARE OR GREATER. 1%AND 2XBUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER LOADSTOTHE STRUCTURE. WOOD BUCK DESIGN INST&JACHANNEL.GRAL FIN 4 DEPICTED AS 2X ARE 1-In' THICK AND INSTALLATION IS ME RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHTECT OF RECORD. (AOR). SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. ANCHORS' ' GLAZINODETAILS ...--.................6 5)ANCHOa EMBEDMENT TO BASE MATERIAL INSTRUCTIONS. SFE RING APPLIED OF SHOULD BE SEALED. OVERALL SEAUNGIFLASHING STRATEGY FOR WATER RESISTANCE OF IN SHALL BE DONE BY OTHERSPABLE AND IS OF TRANSFERRING THE SUBSTRATE. USE SHIMS CAPABLE OF TRPNSFERRWG MPLIEO LOADS. ANCHOR QUANTITIES ................ 8.9 6)114-MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO EXTRUSION PROFILES ................ 10 ]) DESIGN PRESSURES: LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM EMIL STANDARDS USED: ASSEMBLY & PARTS LIST ...... .... 11. A. NEGATIVE DESIGN S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STPUCTUMLTESTING ANOGLASS PER ASTM E1300. .2014 FLORIOA BUILDING TO THE REQUIRED DESIGN PRESSURE THE 3319X STRESINCftEA5EHA5 CODE (FBC). 5TH EDITION 0)MEANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING -ASTM E1300L9 OF THIS PRODUCT. THE I.0 LOAD DURATION FACTOR WAS USED FOR ME EVALUATION OF ANON ORSINTOYYOOO.ANCHORS THAT COME CONTACT .ANSYM&PA NDS-2D12 FOR WOOD CONSTRUCTION NOT BEEN USED IN THE DESIGN ow MATFRULS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FORCORROSION flESISTANCE. veuc elrtxnwmxAVING IDRISDICTION. °ALUMINUM DESIGN MANUAL.ADM-2010 SHADES OF CAP COATED PVG11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. �L•`e(1.W?q !li'/."'//, ��•.•........' °°•'°°tee' JR -°m /5/01116 •A) pODED SPACERS TO $HEFT 11. RMeed Br DvL ReN.IPn USER INSTRUCTIONS: ..- '., gT', 1)DETERMINE THE SI TE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCET. 2)DETERMINETHE MOST SUITABLE ANCHOR GROUP FROM TABLES ] OR 3 ACCORDING TO ME INSTALLATION CONDITIONS. 3)NNOWING YOUR GLAZING OPTION(TABLE I), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN FOR THE WINDOW :SYJT; P(V, F41705 ._ _ = IT' '], '.� l` II'� �6 !: )._ O D.,WFU..: GENERAL NOTES $ ELEVATION PRESSURE FROM TABLES/ORS. IT MUST EQUAL OR EXCEED ME DESIGN PRESSURE REQUIREMENT 11 IN STEP I. '• iI TEO ,a(I` iET 1W0 TECHNOLOGY DRIVE N. VENICE, FL 342]5 RIIe: SINGLE HUNG WINDOW INSTALL OPENING 08TAINED REQUIREMENTS 4FOR CONDITION FROMOTABLESL20RES 6 y AND THAT ALL MIN. REQUIREMER 7. VERIFY THE NTS FROM THTE WILL ES SHEETSETARE MET. :y T%'!L`-"•!`LGP.I�Ii';'��� �. YOURNOPENING'S 5)INSTALL AS PER SH EET 3 FOR THRU-FRAME INSTALLATION OR SHEET I FOR INTEGRAL FIN INSTALLATION. (941)-480-1600 SetleP/Md01: Scale: Sbel: NOTEOESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAMETYPES(J.CHANNEL, FLANGE, A.LYNNfAII ,PE N-5400 NTS 1OF 12 CFRT. OF AD,Q2929B INTEGRAL FIN OR EQUAL LEGIEOX). REA 58705 �ftODUCT R8VIS6D • WYi08wiW ®e RmW u Bam3emv AavPMem NP 16-O 140¢ Tan�v:t DMv YQOQO By Mi u i Coo Dm A By. J ROSOWSKI Do4: PION - NI 05/15/15 TABLE C Glass ,type ALLOWABLE GLASS TYPES Description (Listed from Exterior to Interior) Design Pressure Table p I Sheelfl i 3/4"I.G.:1/8"A Exterior Cap +1/2"Air Space +l/8"A Exledor Ca 4 6 2 3 3/4"LG.:1/6"TExledor Cap+l/2"Air Spa ce+l/8"TExterior Cep 3/4"1.G.:3/16"A Exterior Cap+3/B"Alf Space+3I16"A ExtedorCP 4,5 4,5 6,7 8,7 q 3/4"I.G.: 3/i6"TExledor Cap+3/8"Air Space+3/10"TExledor Cap TABLE 3: Group ALLOWABLE ANGHUN] mnuoun Anchor Substrate Mln. Edge Distance Mln. Embodunmr E &1l2 x .131' Common Nall P.T. Southern Plne (SG=.55) 318' 2.7116' 2-11YRing-ahank Roofing Nell p.T. Southern Mrs(SG=.W) we- 2-7/18' F #10 Tluashead EMS (steel, I" S.S. or 410 S.SJ P.T. Soullrem Plne (SG=.65) 1/7 1xI8' Aluminum, 6063-TW N8- 0.05W Steel Slud, Gr. 33' XW 0.0451" (18 Ga.) SIeeI, A36' 3/B" 0.050° 412 SMS (steel, 1841 S.S. or 410 S.S.) P.T. Southern Pina (SG=.55) 9I16" Aluminum, 00B3-T5' 3/B' 0.083" Steel SIud, Or. 33' 316' 0.050" Steal, Ms. 316' 0.050, GLAZING NOTES: °A'=ANNEALED T"-TEMPERED MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATEFOR STEEL STUDS. MIN. Fu-IS K51 & MIN. F,33 KSI. -UNGROUTEDCMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Frame Types (see Flge) Glass Options (sae Tablet) Frame Canngv (sae Flg A) Frame Shapes (sae Flg C) Tnetalletlon0 Bane Mee may be used P Y Flange (02) 1-4 Equal-0te, Odellierodew &college SquerelR¢cL, Arch Top& Radius -Top Through Mu turns olthewindow...... ....into 2X Wacd FramelBuckalrip -sheet 3, option 1 .--.InW OonnssJOMU-.heel3, ap0.n2 .... through HISucksuip Into CencretaMMU-steel%, tlon3 ,...Into Metal - cheat 3, optional Bm/ Eque14so (gq) 1.4 Equal -We, OdetrProl. & Coltago Squ6re/Red.'Through Aroh-TP& Radus-Tap the 6ame of the wlndow...... ....Into V Wood Frame/Buckstdp -;heel 3, pHan 1 .... Into cuncrate/CMU-about 3, option2 ....lhmugh lx Sucksldp Info Ccncmis/CMU-;heat 3, Opllgn3 ....Iola Metal - steel 3, opton 4 U amel (41) 1.4 Equal-Ute, Odet/Pasnss & SquIdedf cl., Arch-TopB Radius -Top Through the Integtel in...... ....Into2x Woodframe/BuckeIdp-aheet4,optIm6 ....Into Meld - steal 4, nation Through lrerne ofMowindow...... ..Into KWood-aheel4,aWan6 n ....1nM Meld-vhuitt4,optio8l Inteprel Fln (p3) 1.4 Equal-U1e, OdeVPradaw &Cottage Squaect., rdR Amh-TopB Radius Top Through Me lnte0o4 fin...... ....1.1, 2%Wocd FramdaucWblp-sheet 4, option ....Into Mete! -shout 4, oplhut7 Through Me trame of the window ...... ....Into 27(Wood Freme/Bucksldp-sheet 4, op0one .... into Metal -sheet 4, option 8 Pq Y EOUALLRE ORIEL COTTAGE --� -... T � w ;NAPES AS ABOVE OR SIMUARARE APPROVED. Sl1PPI tv m,RIRING THE SHAPE IN A BLOCK AND OSTAININ( • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.FOR STEEL STUDS, MIN. Fu-45 KSI & MIN. Fy=33 KSI. N111 p 1070 TECHNOLOGY DRIVE N. VERICE, FL 34275 (941)-480-1BOD OERT. OF AM (MB2B0 rnaoDCTaetgssD B`raYi^B WIMIDe ilal1 UIWInx m•O]I4- AvcPWe;No IG.OM e.Nm:u�!Dme 9n2t5 0, ui nee rrvauct oAa 4NCHORS/FRAME OPTIONS J ROSOWSKI Oct.: HUNG WINDOW INSTALLATION - NI 05/15/15 Scars: Wo'' No. R'r. 400 NTS �OF 2 12 MD-SH5400-01 A DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES U INSTALLATION OPTION 2 INSTALLATION ANCHORED THROUGH FRAME DIRECTLY INTO CONCRUMMU. INSTALLATION EDGE DISTANCE OPTION 1 ANCHOREDTHROUGH �_ EMBEDMENf �-•-- 114'MAX SHIM FRAME IWO 2XWOOD T 1 FRAME OR BUCI(STRIP. -- � EMBEDMENT SEE NOTE 2. THIS SHEET. Q� 10 EDGE BUCK HEIGHT FIXED VISIBLE LIGHT HEIGHT ENO, EXTERIOR VISIBU LIGHT HEIGH VERTICAL SECTION B-B { DISTANCE TIM-MAX TYP.ANCHORTYPE. SHIM EMBEDMENTAND ' TYP.ANCHORTYPE, EDGE EMBEDMENTANDEDGE DISTANCEPER _ DISTANCE PER SUBSTRATE. SUBSTRATE, , SEE TABLE 2. SHEET 2. SEETABLE2.SHEET2. 2p l OPT. SASH TOP F E FRAME I MFT RAIL NOTES: SHOWN ORALWINDOWS: I ANCHOR®3.55' 1)USE ONLY FROM ENO PND AT SUBSTRATE -APPROPRIATE CENTER. ANCHORS LISTED ON TABLE 2. n21 22 FOR WINDOWS SHEET 2. FOLLOW EMBEDMENT AND OVER 36'WIDE: EDGE DISTANCE LIMITS. ANY ADD ADDITIONAL INSTALLATION OPTION SHOWN MAY 5 46 4T 35 SCREWS016.10' FROMEND_ _ BE USED ON ANY SIDE OF THE WINDOW. FROM USE EITHER LATCH OR BOTTOM LOCK TESTED UNIT LOCATION: 6 518' FROMSASHENO. INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO GONCRETEICMU. SEE NOTE 2, THIS SHEET. I EMSEOMEM ifi 114-MAXSHIMf-`— E 17 H . EDGE DISTANCE 1 EXTERIOR 87 FIXED VISIBLE LIGHT WIDTH BUCKWIDTH HORIZONTAL SECTION A -A DADE 114• MAR SHIM C1U OR 012 ST SELF -DRILLS SMS (G5). SI TABLE 2. r SHEET2 LaMOJ I V THE STRUCLY TURE. OD BVIS DESIGN NDINS.WOOD IITY NGINEERE Aatp&�L RESIGNAND OF HE ARCHI ECT FRECOENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION OPENING) IS MEASURED FROM ANCHOREDTHROUGH BEADINGTOBEADING. FRAME INTO METAL NO ANCHORS REQUIRED IN VISIBLE LIGHT FORMULAS FLANGE OR EQUAL-IEG WIDTH FRAME SILLS ®SASH: BUCKWIDTH-6-la" ® FIXED LITE: BUCK WIDTH-4.31W HENGHT(EOUALLDE) BUCK HEIGHT2-34N16' Pb:. J;;7Vti 1 N. V NICE. R. 34276 A. EYNNIJILLEk, P'E' CMT. OF AIM.#29296 PEO6BIg5 FRAMING 114• MAX. SHIM EDUA EGBOX FRAME SHOWN INSTALLATION OPTION 4 ANCHORED THROUGH FRAME IMO METAL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCEPER EDGE SUBSTRATE. 7�—j ISTANCE SEE TABLE 2, SHEET 2. PNODWCf RBVIS6D wmglYm9wiW 15B PIm1de euildi:N;CWB iG•O IQ-.OQ- AwA . Nt e.q:ml ome �7D2D 0 A'�IIv�.'� kfrai Aud�elCo:6F! /'' & EQUAL-LEG/BOX FRAMES J ROSOWSKI D.W HUNG WINDOW INSTALLATION - NI 05/15/15 Smla' Sleef: BnMNq No. Far. i400 NTS 3 OF 12 MD-SH5400-01 A INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 EMBEDMENT NJLHORED THROUGH INTEDRAL Imo- EMBEDMENT FIN INTO 2X WOOD FRAME OR EDGE DISTANCE BUCK- STRIP. SEE NOTE 2, THIS SHEET. J-CHANNEL TY MENOHOR TYPE, EMBE PERSU SUBSTRATE. DISTANCETABLE2BSTRATE. FRAME j�1 SHOWN III' GEE TABLE 2, SHEET 2. (SCREW SHOWN) MAX SHIM EDGE 4CHORTYPE, DISTANCE MENT AND EDGE ICE PER SUBSTRATE. V u IB (NAILSHOWN) f� FIXED VISIBLE 19 201 OPT. SASH TOP UFTRAIL I�CHANNELI FRAME LIGHT FORALLWINDOWS: NOTES: SHOWN HEIGHT 1 ANCHOR @ 3.55' i)USE ONLY IIF- y 48 4B FROM ENO AND AT SUBSTRATE -APPROPRIATE Jam_ 21 CENTER. ANCHORS LISTED ON TABLES 233 22 FORWINDOWS OVER 36' WIDE: OF SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. PNY ]3 0 ADD ADDRIONAL INSTALLATION OPTION SHOWN MAV 14 45 48 4] 35 SCREWS@10�310' FRAME A �..e �.,,.�„ vc rtv w BE USED ON ANY SIDE OF THE WINDOW BUCK HEIGHT 50 85 30 SASH EXTERIOR VISIBL LIGHT HEI{O{H OPT. 88 L (2) P 81 30 INTERIOR 31 WEEP NOTCHESAT SO EACH END. T INTEGRALFIN FRAME SHOWN rno,.,=•�. TANI I-12' THICK ME TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO EITHER USE EITHER USE SUBSTRATE. WOOD BUCKS DEPICTED AS 2XARE 1-IQ'THICK OR BOTTOM OR GREATER. IX AND 2X BUCKS LOCK (SHEET 3). (WHEN USED) SHALL BE DESIGNED i TESTED UNIT 6363 PROPERLY TRANSFER LOADS LOCATION: TO E STRUCTURE. WOOD BUCK THE PVC END FROM BASH END. INSTALLATION NGINEE OF E RESPONSIBILITY OF THE ENGINEER RESPONSIBILITY NO ANCHORS ORARLHITECT OF RECORD. REQUIRED IN FRAME ] VISIBLE LIGHT WIDTH OR HEIGHT SANCHORING ALSO REFERRED TOTS DAYLIGHT HflOVGHFRAME THROUGH OPENING) IS MEASURED FROM _1/4'MAX BEADINGTOBEADING. 38FROM10 END.I VISIBLE LIGHT FORMULAS TYP. ANCHOR TYPE, EDGE DISTANCE WIDTH EMBEDMENT AND EDGE ®SASH: BUCK WIDTH -6AR' STANCE PER SUBSTRATE, @ FIXED LITE: BUCK WIDTH .4.3/0- SEETABLE 3,SHEET 2. YI EMBEDMENT (SCREW SHOWN) HEIGHT (EQUAL-LITE) INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCKHEIGHM-3.15/16' gCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, THIS SHEET. INSTALLATION OPTION 6 ANCHOREDTHROUGH FRAME INTO 1v Wnnn FRAME OR BUCKSTRIP. SEE INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INT02X WOOD FRAME OR I--e— EDGE DISTANCE EMBEDMENT I TYP.ANCHORTYPE, _ EMBEDMENT AND EDGE DISTANCEPERSUBSTRATE SEE TABLE 3, SHEET 2. (NAIL SHOWN) HORIZONTAL SECTION CA; 1f4•MAX .�J DADE APPROVED MULLION. FOG COMPLIANT ALUMINUMISTEEL FRAMING OR STEELS SHIM MAY BE VERTCAL OR HORIZONTAL. GEE SUBSTRATE PROPERTIES TABLEE 2h3 SHE -� Vr MAX SHIM SMS(G5),SEE TABLES2A3. SHEET2. � u LP1 FIN AND/OR FIANGE REMOVED IN -FIE D IMEGRAL FIN FRAME SHOWN INSTALLATION EXTERIOR INSTALLATION OPTION 7 OPTION 6 ANCHOREDTHROUGH ANCHOREDTHROUGH FflAME1NT0 INTEGRAL FIN INTO METAL METAL (IMEGRAL FINIFLMJGE REMOVED) So Id By Tklc R.Wk., tYi1 1 I /Y�h y�•Il.q: ". 'i ReWeaa BY• O41s: Ferblon: ''�;/^^ 1070 TECHNOLOGY DRIVE '•LCTSaIT.•.':t::� ..... N. VENICE, FL 342T5 ..^"'' :`: (941)-480-1600 CERT. OF AUTH. #20206 A LYNN.N4L f'.E PRODUCCR6WSSO oamNYivOIvIW I5v Flm W uilaioBCW+ )(P•0 L4..04- Aa4PwwN '�wr�1n EPImIbn DWv t2Q N MIrvNI oavProauel CmO:N NEL & INTEGRAL FIN FRAMES J ROSOWSKI Ovle: HUNG WINDOW INSTALLATION - NI 05/15/15 3CNe: .SA-t.. Di—M, Mw I Rerc 400 NTS 4 OF 12 MD-SH5400-01 A 3/4-NOM. j- 1/8' A GLASS — 1/2" AIR SPAE:E- 1/8" A GLASS— :�:]EXTERIOR GLASS TYPE 1 EXTERIOR a TYP. GLAZING DETAIL GLAZING N0TE3 "A' =ANNEALED .r-TEMPERED 118" !GLASS — 1/2" AIR SPACE- 1/B" T GLASS — aEXTERIOR IM0 NOM.GIASS BITE TYR 3l4-NOM, r GLASS TYPE 2 —�{ 3/4"NOM. 3/16" A GLASS — 3/8" AIR SPACE- 3/16" A GLASS aEXTERIOR GLASS TYPE 3 1070 TECNNOWCY DRIVE ,ill•'•,, :,L :��`.. N, VENICE. R. 34225 A`LYNa Mi1.bFP: P)E CERT. OF AM #292SB 314'NOM. 3/16"T GLASS 3/6" AIR SPACE 3/i6" T_ GLASS aEXTERIOR GLASS TYPE 4 PRODULTREVISSO om'I'M" lW mo rl.kl> BuIIJm4 Gvb awploom No4c- 0>mC nmiEuee Pl Rad»d BY Dab: R>Nilon: GLAZING DETAILS BY.,[evi>wbn J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - NI D.I.rue 05/15/15 S>d'-Z-.p5400 3m l>: SO5 DfMD-SHwlnq Na re>w SH- NTS 5 OF 12 5400-01 A .nP• u.6 B.m D..1, PI..... 0bem]I nllq'arr A' E101 +A)B 1B u � 0"w�" 0.illmi4pl91u'.m EyluBYle yW.,a N:6M EWa)Sle e,gv�w.w Sl.r/ya GIYM EWYU4 SlvtivaPM.w pma..l G bm 81u e1WVC [alvp EWaWb BIwYm PrMrw B Bl. h1I• �IUN BI EWwn. vNq pr NmBly 0. pIppN1" }.W.I Nup 411epe Ep4HN . IIII PIM.x IompY. culem&v BI111�1 ,prq WlYBe untnEp Mnr Curlem Blv LNbm6v C EgwIW° Lglem>LL. WtlrMPmlrx .rIxB N. L wW�m rA)gm ue. .q p,wW. qip°` 11"I 11.]01 N.4»-N.NO II SBI�Ir.B10 u.mnl.eu ]].B)1.N]N Y40Be-]>OIO 11.B I1 �40.B51 I1511,I].BIB 11]]l.11nl0 IIAeI �SIAII ]e.ell-]I.BB] 3B.e11 -.e.BN ID.011-x16)0 Il.ell-SOele UII-Il]IB t Lill-I1A18 N-]SBII Ymv-vAw 4o.en-mbN l.ell-]O.BIB t1.6111188 II.i11-able d1I0B-)1.N6Iw.O A.B»-]i.wl -])AIB ]1.011 ]0610 1 11.0»-flAl. 11e11-II BIe Ib1)-Il,ele ]EBII-II.eN ]eA1]-)eAle Uel)-40.e1e 14611-]]BIe 11.e11.]BDlO t1A11-n.010 ]➢»-IB.B10 hole ]]011-]0010 ]].ell-]6ele ]Obtl-l]B10 8.010 �eei eaeble mAn-]aue >BN.)e.u0 e1M1 18 BOB rB40 BOA rw.0 .N.O B00 rIBA rW0 000 .140 B00 B00 .00.0 B eB.O w0 r640 r00.0 N.0 r60.0 BBO rwA rW0IwO N00 reB.O na .BOA w.0 rW,O&A w.0 rwo .e4o -IPo.B 1W0 4w.0 Iwo -IOJO Aw.O -IwA IMO -IM.O 4WA -I w.O AB4B WA aoo.0 Iw.o iPo➢ 9Po,OA 1 B l0a IwA awD �IPo➢ Wn -1W➢ 'WI .IPo.o Im B bwA NA u.a +IU dl.l l9 r30.0 wA .W.O IwA w0 ]aB r60A w.0 w0 r560 r60.0 .60.0 r540 0 .ono eBD rw0 r a r00.0 r60.0 a rB0.0 IeB.O reBA BOn r10A w.0 4o 60A 0➢ soD BOnI+A rWP rm➢ Iwo rwB 0 IPo�O Non -IPo.B 1w.0 -IPo.O -1Po0 IPoo A0.1.0 �IwO InoO B0.0 -IW.B INO -100.0 lwA nW.o -IOB.o -IPoPoO �I 0 -IWA SSA 0 Iwo IW.O Iwo S0.0 2 A11 bl.] N➢ 10. 'IOP -01d ixP bea 9vP aA n.e xP a.e 9)A 31 wo rW0 rw.0 NO rN0 0 rW0 w rWD .W.O m0 rN.O rW0 rp0 .W,O rWA .w0 rW.O rW.O NO rA.O rW.O YlB rw0 :NPoO w. rw0 m w �w0 W0 .m➢ wmaowe+d wo -IWO WO PoB 9WA �Iqo PoO 4.,0 -I.V.O �IPo.O p Po.B n Imp -IwA 9WA .BeO il] 1Po➢ 9WA �IwO `wo ,1 W.0 A>l Yl �)t.i %) W.0 -l».o b41 -0lA .el.B -+LY '°0.° ').0 M] <40 .Be.I ] B en0 36 a4a r'A.0 w.0 w.B w.0 FWD r600 w.0 r00-0 reBA w.0 +wo BO B00 0.0 BA w00 w rW.O wD r60.0 wo r60.0 wB rBBA n rwA rw0 rsoo BBB .B4onD BooI eon .Boa vnam IN IwP nwA �IwB _1w.B -1w0 -Iw.O 9).B qw0 -IWA IwA .IwA d]] B4B rwA B r ¢0 BIPoA 0 rp¢0 wu -100.0 9W➢ WO bBA IwA rWP m.T,O 0 10➢ eoa rWA wD .BM q IPo.O -It0.0 en dBA �B ' J0.0 svvz ri4o rWA IIBA .00A rao.o 90.1 MA a]A WO "e PO 0 �B.O 1B] 10.p rtOA BB.B r00A �]4e ] a0.; bM.O rw➢ 1 1Be eoP �l l.e WB by.] 6B -it0 rW.O dB.l nmo Iwo :iPoQ N b1.0 %!4 -IwP �Iw.A mB -948 W E RBb �w.l �11e b9e o m.e 560 �f0.6 11r ' a.e .B4o NO °B'B 00.0 .BBO B40 rWA r040 N00 r540 .640 r00.0 rfi40 we rw0 0 rw0 mo .w.o .O4I ] A]A 31A .pfA A?B BI.B -41A Np .B4o 6o r40.0 r00,0 B0.0120 BOD rP0 ave .lie -IU I]P 1]] ll.e �l 1.1 JY'B oo .e0.0 mP e00 rM0 r60A 0 m.o E0.1 4q.. <I> `C. i b4' 4 )01 rwq b0I dl.l SS] rWA twu ��� d40 b .] �110 <1] 3>➢ 4" ctl .74.1 �11➢ b16 r160 Lf.O 1. r]00 r500 -1 NO. wo rWA rWA b&1 ] -054 b1.0 dQ5 rw0 re0.B 001 rOBA ra0.0 b0.] a A de.e d5A d5B biA rB 0.0 3].B aoe � . w,o reOA b4 a)n d).1 d4A ; .f BO➢ r1B.0 3]b dta brA eu .eLe ma rwD 14 aIC 4leB ,.I .Boa rBB-0 ° m�e boo JAMB SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENTS GLASS TYPES 1-4 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) 3 IT ' MIN. SASH HEIGHT = WINDOW BUCK HEIGHT- 50.13E oOUCFREVISBD w e miNOL Me FIaHd. nvilBlnc G]d4 pprry� n4apwlW7.(1$0 L+ritmloP DmP I'lII III Revbed W. Date: fleWclan: } .) Ml.ml 4PmdIINCrno-Bl Revl.ed Bp Dale: Revlel4n: NOTES: FOR ALL WINDOWS INSTALLED THROUGH THE FRAME -, `we• 6 I III6 !;']ll,' DESIGN PRESSURE TABLE J ROSOWSKI 1) USE THIS TABLE OR INTEGRPI-FIN. 1•. ..i 1, r,' :� �• ^�, %'U3R`,1'l '•,•;. ',' 1070 TECHNOLOGY DRIVE N. VENICE, FL M2]5 D4fe: 11Be: HUNG WINDOW INSTALLATION -NI 05/15/15 2)FRAME DIMENSIONS MEBUCK, SASH HEIGHT IS ASPER THE FIGURE _., ,-, '�'i�•; SINGLE 3) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR (''•If 1Pll\"���, MILLER, P.t (941)-48D-1600 S.de N➢del: 5'cvle: nt DmvN9 N➢. R.r. SH-5400 NTS 60F 12 MD-SH5400-01 A HEIGHT DIMENSION SHOWN ON THE TABLE. A L�J1I P.E150T05 CERT. OF AM.#29296 TABLE vu 5: rypvv OIeIOP Pie eBY3d 11G e111') Y�.w�na a.n N,ry®WSJ*+ N,ION 91rmn EgmIA6e a Nap fnlhP gl EWeNOv gY�00RY0e SIa EWJ41s glWaq WOAvu Nu.al bm Blv BIUWrO GIUOa EqualYle BlvdrOPMvw ,mj �llv Jbl Nvq Co119M e EgwHly Su fwI9Y' BCaM+N P,Ww Ian Sr 0.5bN lv! TaN]I 9NMul Cel 1pp WgDly Cwan 91[a M bm eav Cuv1om 51v 91+NaN PINaa glanLNpmMv uhmst ]'eyv R r0• INI 11 ]91 IIAIi-10810 II.6w.11.61e 30 Bee -Zl.f W I1.e 11 -I0.0e1 I1511 -I1A 10 ]i5m.un1 e.p ll �lldel e11.Y e1B v0.011 -31610 Iretl-]O.e 10 II �T �I�AIp 5.911 RO etl -f1Atl ]0.811 -]QBIB I1.p 11-Ildw I -II A Ie I}]al-ISd 10. e. ]I.pN �}611 -il Ale 11. ))A 10 11.611-NA1p H.pl l- Ill& l.ldel6 I1111-ISd1e ]OAII .11 A11 11.61-31.61g 6.e 11 -]Id10 )0]11 .1)A1p IId11-)O.elp I1611-II.e IB . II A 10 II Q)1.1].010 - I.NI I -]0.e16 Bd 10 )E.ell�]5.610 dll->1e10 3eAIl -34e1e )Odm.)Qale L 1leY Y'Ale .6f.0 IB 6p.0 .p0.o .80.0 5A KOP 0 e5.0 A50 �6}0 K6.0 eo .e5A 0 Of0 ef0 .650 re}0 •85.0 8.4 .66.0 0 gp.D ab'.O IQ'I.0 �60.0 p.0 vf.0 re40 -I30.0 ,I ]a0 -I]a0 -1 oA -1IDA Iloo -I]0.0 1'w.o -1f0.0 iIDA I]a0 ]oo IWO IIDO .m0.0 ➢ I]OA '.I )DA -1]OD A3Q1 Iv08 111.1 1]OA -I5a0 -II0.0 0 ]).1 -111.1 365P 11 .830 .00.0 .840 D 65.0 uf.0 .640 m5.0 6.0 .85.0 6 0 •06.0 •g5A v040 .46.0 6p.0 •eQ0 •65A 0 KBA .eOD KIA .B0.0 A .65D .1W.0 1WA -I>40 -)0.0 -If0.0 I30A .ne.D map 1]ou -IBD.O -I)DA IfpO -IVDD 1]00 I]0.0 �I]ap .DDp -I]0➢ I.N 0 -1]0.0 -Ilpe -IN.O -I]0.0 -tll .ID).S 'w➢ .I il.v -134e -IIA6 orte J9J 91.9 w'D iG0 650 .85.0 m .WA .ppA 66.D 45. .6So rN.O m rpfP .0).0 61.0 .m0 .fi].0 •QSO 85 rqD .W.O Iw.o -1]QO -I]a "oq mD.p ]w0a ;w,0 -1lDA �I ]OP 11�0 1]DO -II QO -1]0.0 "00 .IfO➢ 139] .00.1 .IPd I]OP -IOI.g 1 AQi J3.1 IDeI AI31 9IB Al'p A0.e mJ wg 36W ^. B6.0 650 .5f0 ve40 v0}0 ID.0 aw0 ISAO -II0.0 .L'.D ]0.0 Af.O ,6}0 CNN -0)O.D 9g 'fl0 Ar.O -I]00 A135 810 I10D nI. TL y � L9 rn1 RI16 SA 1 ]10 •BSO .1]D.0 ASf.O 6g0 ]DA I)DD .85.0 g40 1]oP -1]0.0 p 131.I Bf0 9040 IV] -loll .e5.0 pd eep 50 •p50 .61.0 L•0 .pg0 .05.d QO KBA pn0 r05en Qf.O .p50 a f0 .A I.O .86.0 1]O a050 .e6A .p5o 65.0 v60.0 .86➢ .efD .OBn 1]i0 9130 -1)0A AES -110.1 .IwD .RVD -Ib.O -Ib.O -I NO I'w.0 .If PO ]'I.0 .IS.O �W4 1WD -11p.1 AN.O .I ]OA ISO N.0 .R I.O A4p w1 d21 A29 'pdp -IK.O -1 %.0 Ea' 121 16.1 .mp 90 no .n6o -I ]OP en K6D -Imo 9.D �1 )0.f mu 986.0 6'o •e5A IB5.0 npxp .w. .I D] N30 rB40 gp0 .650 -I]0.0 .I]0.0 If0➢ A]D.0 10 .eQO .6pn -Ilae tOflp -151] a 0.p W.l -112e e.0 101.1 a610 •eS.D L0 .BS.D .e40 .6f.0 60. 0 �pa0 .OQO eaD ,65Q.0 K5.0 e4o 66.0 K1A r6Q0 .II p.O -I )00 -1>00 �I11] -If00 -1f0.0 I1. B 1)I1 BIF .I NY •p 60 .O6A e5n rpOP .wA 6. en ;OIA a000 -ID43 -114e INA 41.8 U.BSA -10]A .1019 OPn IIQ! dE.p d5A 6Q0 .85,0 p.0 v68D 0 e 'w'1 ' Aeg -f 01A )O �51.1 91.E N.1 o .e5.0 v6 Q0 -l0).1 -11] ALB w.t <!d -]pd .)le .wp OB.) 0 e -0pl AeD .e}O K}O .60.0 .6fA KAp .6f.0 .OSA BfA v l0A MB <I.p 0 M' Alp .p4D .e40 w!0 360D d]I M.' ael A0.0 -l1] I]1 �"' A19 .Sxo a A 1a0", i15p -]DO Ao.e a M1WSASH BUCK HEIGHT -50.13E JAMB SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 2-4 (REINFORCEMENTS SHOWN IN FIOIIREB ABOVE APPLYTO ALL FRAME TYPES& CONFIGURATIONS) rrtoDucTBewseO Wilh We PlmiJe uoolNylAe uilaln&Clove Aw:c�ltwro NA tb•o 4.0¢ . 111111 �. @ Ib ODIe ReH9v0 By: OAIe: Ravlelpm � � .v „fall l; \ v IMlonli t ,,,I ( 1 P BPwHuel Con RevleeJ By: Ddfs; fleWslan: fif 11 NOTES: ` ® Dup)IPllSn: ';; BY DESIGN PRESSURE TABLE J ROS WSKI 1) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME C �IAI Ip : ! OR INTEGRAL FIN, e: �C /),0;:\�j•', 1070 TECHNOLOGY DRIVE VOICE, FL 34275 .: MW 1 0 e, HUNG WINDOW, INSTALLATION - NI 05/15/15 FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS PER THE FIGURE. ., .; ., ,,, �; , i'' N. SINGLE 2) //�(ifI \I,\� /] (B41)-480-1800 Ssife/MOEtl: Sc01e: S eeL Dmwfn9 N0. fl!r 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR p SH-5400 NTS '�70F 12 MD-SH5400-01 A HEIGHT DIMENSION SHOWN ON THE TABLE. A'LTP�M)11 'P'E' F D SB)05 CERT. OF AUM. i29208 .062' 1.493` .62 J-CHANNEL FRAME r 1., OO HEADIJAMB 1 L 3.48r -'i 3.483' {�-.— .062- — 4— .O6Yfl 2994` O 2A44' .fi25' 0 CHANNEL .fi25' O FLANGE 1.375 5 FRAME SILL r FRAME SILL .oar OFIN FRAME HFADIJAMB 1ABr 3500' �I-.r B6r 1.4BP OEQUAL LEG FRAME HEAD/JAMB SAW - I .062• O � � 2.444° �1 OEQUAL LEG FRAME SILL .070° —�F— .060' 715' I 1.185 23 ucG SASH REINFORCEMENT 07W jI IIII� .7Br"I -4 1.18r r— n 070' 1.0j 1'� u u Illllllll���"�LLVf�rr��` 130' 1.331• I.w --1 1.34W �- STANDARD 26 MEETING RAIL HD MEETING MIL 8 REINFORCEMENT REINFORCEMENT 1.641 IT 1315' z.1aM} 2.178' 4)r 15fiS I 1 �..oJllfim 1 I R 0 1.630° ��`1 .B74° I .fig 4]1• J. . .056 1 .0a5' -tom✓ :1.1 • J 1S .g 11 343' I .036' 355' .OTO• T .050° 4 1.231' 1.000• I-- COVER 18 SIT." t8 LIFT HALL PU U"RAIL 21 BEVELED BEVELED 19 MFIXMEETING MIL 18 S/SM MIL 1T BALANCE OSCREW COVE0. INTERLOCK O INTERLOCK COVER OINTERLOCK O INTERLOLKCOVER .316 .301 IJ 6n.1• '. .035•—^.o-�—� .025' EXTRUDED ROLLED // 16 IS BEAD B2 13 81 SCREEN FRAME SCREEN FRAME 1070 TECHNOLDOY DRIVE 34275 N. VENICE, FL '• '" (941)-460-1600 AftYNgNI{1ERb.E C. OF A. J2B2B13 WINDOW EXTRUSIONS J ROSOWSKI BB°: SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 NTS 1 10 OF 12 A TABLE Bt IAit tu, wry I.. BIII of Material: cord. BIII of Material # 10 4 46 part 720187 7201G5&9 Dessnplicn 0-7- Sweep Lock Metedel C East teat ant # Pan # 620101 Description 51nBe ung Frame ea &Jambs- -Channel Material VC PVC 7 2 520102 Single Hung Frame Head & Jambs -Flange Cast➢nc 47 720186&fi Auto Lock Cover Assembly 3 620103 Single Hung Frame Head & Jambs -Fin PVC #B x 1.118' Ph. FH SDS (Auto and Sweep Lack Straw) SS 4 fi20104 Single Hung Frame Head &Jambs -Equal Log/Box PVC 48 76XI18OPTX Auto Sweep Lock ICeeper Ceal Zinc 5 5 620105 SWDH Frame SIII -J-Channel PVC 49 50 720200 78X34PPA and 46, 314" PH. PH SOS (Keep., Screw) SS 620106 SWDH Frame SIII -Flange PVC PVC PVC 61 420181 UR Beveled Tilt latch Carnal Key 7 820107 SWDH Frame Sill -Fln PVC 52 420102LIR PUII RailTit Latch D(Key PVC 8 620108 51-Y, Flame SIII-Equal Leg1BOx 7834PHFL #6 x 3/4" Ph. FH SDSS(CCorner Key Screw)SS 14 620131 Fixed Meeting Rail PVC PVC 63 64 420183 lilt Latch PVC 16 620729 Sash Rall (Sides, Top & Bottom) PVC fib 420164 Tilt Latch Retainer PVC 17 620134 Balance Cover PVC 66 72020] 1" Tilt latch Spring SS SS 18 620133 Sash Stop/Screw Cover 6005 T5 At 57 420186 Plastic Till Latch Finger Pull 19 620156 Pull Rail Interlock PVC 58 720192 Metal Tilt Latch Finger pull Cast ant 40 620156 Pull Rail Interlock Cowr fi005 T5 At 69 420180 pivot Bar Corner Key PVC 21 620157 Bowled Interlock PVC 60 72020E Piwl Bar SS 22 620145 Bewled Interlock Cowr 6063 T6 At 63 720191 Sash Pull Handle Casl➢nc 23 620150 Light Seen Reinforcement fi063 T6 Al 64 720194- Sash Pull Handle With Latch Assembly Ceal ant 25 620752 HD Saeh Relntorcemenl 6005 TS AI 65 7B34FPT 7l8 x 314" Ph. FH SDS (Pull Handle Screw) SS 26 620753 Standard Meeling all Reinforcement 6005 T5 At 66 4201BO Bottom Latch Strike Plata Cesl➢nc 27 fi20154 HD Meeting Rall Reinforcement 87 7858B 08 x 6/8" Ph. FH SMS (Strike Plate Screw) SS 30 61644 Weatherstrip, .107" x .270- Fin Pile Flex PVC 73 720138 I.G. Bead PVC 31 60300 Wealhemtdp, .190" x .300" Foam Bulb 74 Beck bedding, GE 7701 ar DOW 791 Slllcona 32 61719 Wealhemldp, .107" x .220" PolyPlle y6 7184fiN Selling Block (7/8" x 1"x 118"), 85+/-5 shis EPDM 33 61825 Weatherstrip Plug, .220" Fin seal BO 61012 Exirudatl Screen Frame Alum 35 78X1MTTT 0x 1" Ph. PH SDS (Interlock Mounting Screw) loll Rdl-formetl Screen Frame Alum 36 78XBTHPX #8 x 3" Ph. PH SMS (Meeting Hall Screw) 410 SS B1 Cornet Key Tor ExtrudedPVC 37 716695P Meeting Rall Screw Suppod Plate .... 16 At 82 Corner Key with Pull Ring PVC 38 720210 Weep Hole Cawr PVC B3Screen Screen Comer Key wllhaut Puil Ring41 PVED 40 720)OD00( Constant Fome Balance 3/4" Ph. FH SMS (Con. Force Balance Screw) SS 47CKGLB2Screen gFibergI... #8 x 86Screen Cloth q2 Spiral BalanceSp21 67 .140" Screen SPline (Machln"'nd Rolled) Vinyl BaNylon 44 78X114FPAX #8 x 1-1/4" Ph.FH SMS (S Iral Balance Screw) 41O SS Part ptlon rial acer System hisT jSpacerwith Hot Melt Butyl for !Sh..rtt ials NOTES: 1) PVC BY ROYAL WINDOW AND DOOR PROFILES, LARENOT UABELED FOR AASED AND ARE NOTPARTUDER THieODE, PL. 2) ITEMS # 9-13.15, 24. 28, 29. 34. 39. 61. 62, WITH DESICCANT EXT, GIASS—V KODISPACE 4 4SG TPS &is-NOM. SEAL SICC BUTYL & FOAM S ANT ROLL -FORMED f TAINLESS STEEL LASS EXT. GLASS INT. GLASS ra DURASEALO re XL EDGE'" SPACER - SPACER � 1if ReWee Deecr ® BIL ^'. z 11{Y1,i6 r :i; 1070 TECHNOLOGY DRIVE mm ;\•'•., ,.I '��( '- N. VENICE. FL 34275 SIN .......:••' , ',?. �....... •..,. ��:: , `,LYN�2�)y_EP�V.E (941)-400-1000 Sedee I CERT. OF A11m. /f2B290 :ONE HOT -MELT OUTVL STRUCTURAL SILICONE yi6'NOM. Ur NOM. FOAM WITH DESICCANT GLASS ' w —INT. GLASS SUPER SPACERO NXT'" 4T FILL AREA 6/IW NOM. JCONE DEAL GLASS PRODUCl11EVISGD e..pxoll "h®evIsm Du11Jh, D4- AroPp )-O4 It �20 lots pevblen: 05/05/16 1 A)ADDED SPACERS. Miiwnl ode Pmdoort'ar MATERIAL (BOM) J ROSOWSKI Dale: HUNG WINDOW INSTALLATION - NI 105/15/16. Scale: Shse • Omelnp No. Rer. i400 NTS '71 OF 12 MD-SH5400-01 A FRAME WELDS FRAME ASSEMBLY DETAILS EXTERIOR NOTES: Q 1) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2)J.CHANNEL FRAME SHOWN. PARTS 9 I& 5. OTHER FRAME TYPES APPLY. B) FOR REINFORCEMENT TYPES. SEE DETAILS ON SHEETS 6 & T. 4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. OPT. PULL RAIL INTERLOCK& COVER OPT. SWEEP LOCK OPT. AUTO LOCK OPT. PULL HANDLE WITH IATCH SASH ASSEMBLY DETAILS OPT.PULL EXTERIOR C2 _ S T� OAIg1yCE 1070 TECHNOLOGY DRIVE N. VENICC FL 34275 (941)-460-1600 /'•�• k,'Ij4mW p'E' CERT. OF AUTH. #29296 PRODUCTREVISE0 IIaJum, Cc,91YIW me FlmLic d'mp Cale lb 0714.o4- Aacmmmry 13:Plmiwn.rt a 'QD'[p w'I ak PmJa'Cn4hld EXPLODED ASSEMBLY J ROSOWSKI na.: mt.: SINGLE HUNG WINDOW'' INSTALLATION - NI 05/15/15 12 OF 12 9/30/2016 Florida Building Cade Online ., r ter. a yar�.,ts �:• z tr s`%`- r �; € EMS Home I Lag In User ReglStrzHon P Hot Topl6 Submit Surcharge j States fi Fa= I Publications FFBBcC SSttaff BOS Site Map Lmas Searth dbpr d� nr Product Approval Q USER: Publl[ User yp Protlutt Aooroval nenu > Product or Application Search > Application List > Application Detail ` FL # FL14705-R4 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. Comments Archived _. Product Manufacturer PGT Industries Address/Phone/Emall 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski ircsowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 irosowski@pgt'industries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/26/2016 Date Validated 09/22/2016 Year 1994 https:llfl ridabuildng.org/pr/Pr_app_gd.aspx?param=wGEVXQwtDqueufsxW4GVzd2DpSQYW5R1%2fFNNLhUnZ%2f27Wf,IFJfwasg°/p3d°/n3d 12 9/3012016 Florida Building Code Online C Date Pending FBC Approval Date Approved 09/25/2016 Summary of Products FL # Model, Number or Name Description 14705.1 DH-2760 Vinyl Double Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14705 R4 C CAC NOA 13-1125 02 Rev F.Odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/22/2020 Design Pressure: +65.0/-80.0 Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL14705 R4 II NOA 13-1125 02 Rev F odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 14705.2 DH-5460 Vinyl Double Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14705 R4 C CAC 16-0714 08. odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/17/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance F1.14705 R4 )I 16-0714 08.Ddf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 14705.3 DH-5560 Vinyl Double Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14705 R4 C CAC 16-(1714.09.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/17/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL14705 R4 II 16-0714 09 odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Nett Conrad Us :: 2601 Blair Stone Road Tallahassee R 32399 Phone: 850-487-1824 ' The State of Florda is an AA/Ea) employer. C ht 2007-20 3 State f Flrlda :: Prvacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public remNs. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. 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, F.S. must provide the Department with an email address if they have one. The mails provided may be used for official communication with the licensee. However email addresses are public retard. 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 https://OoridabLildirg.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDqueAxW4GVzd2DpSQYW5R1%2fFNNLhUnZ%2f27WfVFJfwasg%3d%3d 212 MIAMI•DADE I MIAMI-DARE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.govkconomy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "DH-5460" PVC Double Hung Window —N.I. APPROVAL DOCUMENT: Drawing No. MD-DH5460-01 titled "Double Hung Window Installation - NI", sheets 1 through 12 of 12, dated 05/15/15, with revision A dated 05/05116, prepared by 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: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date.may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. ThisNOArevises NOA# 15-0812.03_and consists ofthis -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. r6115NOA No. 16-0714.08 Expiration Date: September 17, 2020 Approval Date: August 25, 2016 1 16 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0812.03) 2. Drawing No. MD-DH5460-01 titled "Double Hung Window Installation - Nr', sheets 1 through 12 of 12, dated 05/15/15, with revision A dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Au Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all 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, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5460 and series 5560, PVC double hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8006, dated 04127/15, signed and sealed by Idahnis Ortega, P.E. (Submitted under previous NOA No.15-0812.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5' Edition (2014), dated 07/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0812.03) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel Pere , —'PProduct Control Ex mine NOA No. 16-0 S Expiration Date: September 17, 2020 Approval Date: August 25, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 2. Notice of Acceptance No.14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 3. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated July 30, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0812.03) 2. Statement letter of no financial interest, dated July 30, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0812.03) 3. Proposal issued by Product Control, dated 816/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted underprevious NOA No. 15-0812.03) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0812.03, issued to PGT Industries, Inc. for their Series "DH-5460" PVC Double Hung Window - N.I." approved on 09/17/15 and expiring on 09/17/20. Manuel PerKP7E. Product Control Exhmffier NOA No. 16-0714.08 Expiration Date: September 17, 2020 Approval Date: August 25, 2016 E-2 -�- 52HIB"MAX. BUCKWIDTH B, SEE _I__ X. O.C.- HEETJ MAX.1Y MAX, S 53-1/B' MAX. BUCK WIDTH AmSEE S, SEE 28.110' 12"MNL BNEET 3i SHEU3 -+l MAX. 01 A,SEE - 12"MA%. BHEfT S' EQUALLY PACED 15.11T MAXO.O S EQUALLY ANCHORSFER SPACED I / J TABLES%11 ANCHORSPER TABLES 9-11 -r MAX Q 10"MAX O.C. BUCK HEIGHT --- EQUALLYI 13.80T MM. OC EQUALLY I S) I J_ SPACED PACED/}11 ANCHORS PER II ANCHORS PER LE8311 TABLES%11 TAB I A 1 ,6-vr MAx. 1T MAX. 52118-MAX. DUCK WIDTH �- B. SEE � MAX. . 28-1I8' BSHEETS MAX. -r- BUCK A g _ / IT 15.112' MAX. O.C. HEIGHT EHfET3j DESIGN'PAESSUAE RATING IMPACT BATING VARIES PER REINF00.CEMENT LEVEL', SEE SHEETS 6) NOT RATED FOR IMPACT RESISTANCE 152-118" MAX. BUCK WIDTH SEE SHEETS D. SEEB69 EQUALLY / 15.112" MAX. O.C. ED SPAC ANCHORS PER TABLES PER )( ---�111''' 6T MAX -T_ 1D�D.C. X 10"MAX IO.O BUCK = HEIHT j 13 BUT MAX O.C. LY 13.60T°MAX.. O.C. EDUALED SEE TABLES%11 A S80 1 JN ANCHORS AT SILL p�-.- NO ANCHORS AT BILL B�-_ NOANCHORSATSILL SEESILLWEEP- B NOESETCH WEEF B..___I-�SEESILL WEER _ 54'MAIC DUCK WIDTH NOTCH DETALS, NOTCH DETAILS, BOTTOM SASH VISIBLE NOTCH DETAILS, SXEET3 WIDTH SHEETS TOP SASH VISIBLE LIGHTWIDTH /TOP SASH VISIBLE GHT HEEIGIG I HT / XI X Q SASH VISIBLE j /LIGHT HEIGHT I N W III SUCK HEIGHT ASSHOWN MAX.) SEESILL WEEP - NOTCH DETAILS, SHEET4 SHEET LIGHT ELEVATION FOR TYP. FLANGE FRAME ELEVATION rTH I TUAL-UT XCONFI YIURATI ..�.,� ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL -CITE CONFIGURATION. SHOWN WITH EQUAL -CITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION FOR CUS iOMHEI HTSEE TABF IRON UNTO (sM I!E LZO IJI&NSONSSFOROTHERCWFIGURATONSI GENERAL NOTES: SERIES 5460 NON -IMPACT RESISTANT DOUBLE HUNG WINDOW ELEVATIONS .............._. GENERAL NOTES ................... I ............. 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE QUIREMENTS OF THE FLORIDA E ZONE 3)FORIAASONRVARLICATIONS NMIAMI DAOE COUNTY,USE ONLY MIAf30.6TMADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FO ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM DgO OPTIONS.....-....,_ ( FRAME. GLASS R ANCHOR ....-......._2 2) SHUTTERS ARE REQUIRED WHEN USED IN WINO -BORNE DEBRIS REGIONS. INSTALLATION, FLANGE fl CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. NSI PER ANLHO EQUAL LEGIBOX..-:...-......3 4) ALL WOOD BUCKS LESS THAN 1-IM' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS, IX WOOD BUCKS ARE OPTONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS 8 3-0HANNEL................_.... 4 DEPICTED AS 2XARE 1-1/2' THICK OR GREATER. IX AND 2X BUCKS (MEN USED) SHALL BE DESIGNED AND SECURED TO PROPER LYTRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION, INTEGRAL FIN 5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). G) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYONDWALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TOACHIEVEISBEREQUIREOMIN.E OF THEMNSTRUCAT ON ANCHORS DESINOOETAI ..__...:......... SHOULD BE SEALED. OVERALL SEALINGIFIASHING STRATEGY FOR WATER RESISTANCE OF INSTAULATION SHALL BE DONE BY CFINDETHECAPABLE BEYONDTHERING PLIED THESE INSTRUCTIONS. ANCHORQUSANTTEES..L....._._ 8-e 6)114' MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OFTRANSFERRtNG APPLIED LOADS. EXTRUSION PROFILES.!.............10 ASSEMBLY 8 PARTS LIST_......... 11-12 T) DESIGN PRESSURES: STANDARDS USED: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PERASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM El300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WNULOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. 311I3%STRESS INCREASE HAS NOT •1014 FLORIDA BUILDING CODE (FBC), STH EDITION PRODUCTRBVISED BEEN USED IN THE DESIGN OF THIS PRODUCT. THE I.6 LOAD DURATION FACTOR WAS USED FORE FOR ORROONOFANHORS ANCE, OWOOD. ANCHORS THAT COME INTNE JURISDICTION. CTWITH -ANSIIAF&PA NOS-: 012 FOR WOOD CONSTR."ON mmmplying wiN Ble kw& OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. Av Cob, /�O � D 9)METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •ALUMINUM DESIGN MANUAL, dni46nB Code t0)REFERENCES: TEST REPORTS FTL-8006: ELCO ULTRACON NOA; ELCO CRETEFLEXNOA; ELCO AGGRE-GATOR NOA: ROYAL WINDOW AND DOOR PROFILES. LTD WNITEBBRONZENGHTER •p151-3100-0T/52-2010 Ev 'retiwl Dam SHADES OF CAP COATED PVC EXTRUSION NOA'S: NATIONAL SPECIFICATION FOR MOD CONSTRUCTION. ANSUAFBPA ND38ALUMINUM,DESIGMANUAL Redaed Bp doles ReWelen: it)APPLICABLEEGRESS REQUIREMENTS TOBEREVIEWED BY BUILDING OFFICIAL r'I)!'!f"'�C-��•1, JR 05/05/16 A)Aoo3o saacERs ¢) `�.,.v ... •.....:.."i' TE SHEETS. M. A& a4xi USER INSTRUCTIONS: a..rxen: t)DETERMINE THE SUE SPECIFIC. WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE>. - yiG . 2)DETERMIHETHE MOST SUITABLE ANCHOR GROUP FROM TABLE320R 3 ACCORDING HE INSTALLATION CONDITIONS. n. .- dnolpOw. j Dnvn BY 3).OWING YOUR GLAZING OPTION (TABLE I), WINDOWCONFIGVMTION ANDSIZE, DETERMINE FORWINTHE WINDOW bI - ' ® GENERAL NOTES & ELEVATION JROSOWSKI PRESSURE FROM TABLES 4 OR 5. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW _ � INI`(T 1 .J: OPENING OBTAINED IN STEP 1. 1 dots: 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR>. VERIFY THE ANCHOPISUBSTRATE WILL MEET REQUIREMENTS IOTO TECHNOLOGY DRIVE RUe: I FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEETSETARE MET. +I Cd r N. VENICE, R 342J5 DOUBLE HUNG WINDOW INSTALLATION -NI 05/15/15 5) INSTALL AS PER SHEET 3 FOR THRUTRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. �I?;!-. ���,, •F.,i (941)-480-16DO sexea/Na4e1: Scnle: SSeeE �.(..,• Ur,wIng N>. Ree n�irNH13ii3.E'n.P.E DH-5460 NTS 1 OF 12 MD-DH5460-01 A NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(,4CHANNEL, FLANGE, PEA56T05 CERL OF AM.#29296 INTEGRAL FIN OR EQUAL LEGIBOX). INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 ANCHOREOTHROUGH EMBEDMENT FRAME INTO 2X WOOD FRAME OR BUCKSTRIP.SEE NOTE 2, THIS SHEET. MENT EDGE DISTANCE FLANGE FRAME SHOWNAX rEDGESTANCE TYP.ANCHORTYPE. EMBEDMENT AND PALE TYP.ANCHORlY2 EDGE ENT ANDPEDGE DISTANCE PER E PER SUBSTRATE, SUBSTRATE, I, SHEET2 SEE TABLE 2, SHEET 2. VISIBLE LIGHT HEIGHT BUCK HEIGHT EXTERIOR a (2)1• INTERIOR WEEP NOTCHES AT EACH END. INSTALLATION OPTION 2 ANCHORED THROUGHFHAME DIRECTLY INTO CONCRETE/CMU. I-- 114-MAXSHIM U FLANGE FRAME 19 NOTES: SHOWN 20 uPT. SSALH TOP 1) USE ONLY J SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET2. FOLLOW EMBEDMENT AND 49 48 FOR ALL EDGE DISTANCE LIMITS. ANY 21 INSTALLATION OPTION SHOWN MAY 22 WINDOWS:1 BE USED ON ANY SIDE OF THE O ANCHOR® 3.55-FROM WINDOW. END AND AT 2) MASONRY ANCHORS MAY BE P 45 46 47 CENTER OR USED INTO WOOD AS PER TABLE 2, 35 WINDOWS SHEET 2. ALL WOOD BUCKS LESS THAN 1-112'THICKARETO BE ifi OVE)E CONSIDERED IX INSTALLATIONS. IX a WIDE: MD WOOD BUCKS ARE OPTIONAL IF T ADDITIONAL SCREWS UNIT IS INSTALLED DIRECRY TO ®16-318' SUBSTRATE. WOOD BUCKS VISIBLE FROM END. DEPICTED AS 2X ME 1-12'THICK OR GREATER IX AND 2l BUCKS LIGHT (WHEN USED) SHALL BE DESIGNED HEIGHT TO PROPERLY TRANSFER LOADS TO L 16 TESTED UNIT THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE 84 66 LOCATION: 6-518' FROM SASH END. RESPONSIBILITY OF THE ENGINEER a OR ARCHITECT OF RECORD. 114- MAX SHIM FLANGE FRAME SHOWN VARIES SASH IITH SASH INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2, THIS SHEET, EMBEDMENT 1B 114-MMSHIM�-- VISIBLEi] UGHTWIDTH � DISTANCE _ � TOP SASH BUCK WIDTH HORIZONTAL SECTION A -A GAGE APPROVED MULLION, FBC 910 OR 912 STEEL SHEET2. EXTERIOR 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION V OPENING) IS MEASURED FROM MCHOREDTHROUGH BEADING TO BEADING. FRAME INTO METAL EQUAL-LEGIBOX B OQo FRAME SHC= o 114 M SHIM VISIBLE LIGHT FORMULAS .2]'X 1.25- NEEPHOLE I]COVER0O - NOANCHORS REQUIRED IN FLANGE OR WIDTH pSASH: BUCK WIDTH-612' ®FIXED LITE: SUCH WIDTH -]-12" 28]-FROM EACH END. 38 - EQUAL -LEG FRAME BILLS HEIGHT (EQUAL-UTEI BUCK HEIGHT2. 4-WR' VERTICAL SECTION B-B ,Y •„1�Etl �J b 6 IIf A r..• 1070 TECHNOLOGY DRIVE °I ,F4.•., „. N. MICE. FL M275 ��'4 ......:....-. �'.i 11� (941)-480-1fi00 i��lll�N N i � IMF A LYNN MILLER. P. CERT. CIA. W2-- TYP.ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER EDGE SUBSTRATE, OISTMICE SEETABLE2. e., SHEET2. ouAL • -EGIBOX EXTERIOR FRAME SHOWN 1/4' MAX SHIM EQUPL L� LEG�BO% FRAME O jLi SHOWN INSTALLATION - OPTION 4 ANCHOREOTHROUGH FRAME INTO METAL PRODUCFREVISED anH,ive w0N Wo F1.1" Bnllbiop(:w. ++ mrzuB.i & EQUAL-LEG/BOX FRAMES J ROSOWSKI BOM1: HUNG WINDOW INSTALLATION - NI 05/15/15 Srnlc Sheet Dmwlnp No. Rer. 160 NTS 3 OF 12 MD-DH5460-01 A INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL EMBEDMENT FIN INTO WOOD FRAME OR BUCK- STRIP. SEE NOTE 2, THIS SHEET. J-CHANNEL FRAME SHOWN II BUCK HEIGHT EXTERIOR 30 VISIBLE 66 LIGHT HEIGHT & J-CHANNEL FRAMES I INSTALLATION OPTION 6 ANCHORED THROUGH FRAME WO 2X WOOD FRAME OR EMBEDMENT BUCKSTRIP.SEENOTE2,THIS n SHEET. — tl4'MA%SHIM �. TYP.ANCHORTVPE, EMBE PERSU SUBSTRATE. _ 1 DISTANCETABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. T—U4-MAX SHIM 1- -EDGE TYP.ANCHORTYPE. DISTANCE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, L SEE TABLE 3, SHEET 2. (NAIL SHOWN) RAMS NOTES: SHOWN OPT. TOP AILSAS LIFE RAIL 1)USEONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON EMBLEM 2 b 3 OF SHEET 2.FOLLOW EMBEDMENT FOR AOLL AND EDGEDISTANCE LIMITS INSTALLATIONOPTIONSHOWN MY ANCHOR DE USED ON AY SIDE OTE 3.55'FROM WINDOW. ENO AND AT 2)MASONRYANCHORS MAY BE /1 CENTER. USED INTO WOOD AS PER TABLE 2, 35 y-INDOWS _.-- SHEET 2. ALL WOOD BUCKS LESS THAN 1.1 M' THICK ME TO BE ERI2)1. EEPEl L NTa W64 6: NOTCHES EACH END. 1 31 .2T'X 1.25- 7 30 WEEPHOLE 3B TYP A WICOVER ® EDGE 2.Sr FROM TABLE EACH END. INTEGRALFIN O FRAME SHOWN a NO ANCHORS REQUIRED IN FRAME SILL IF ANCHORING THROUGH THE FRAME. O E INSTALLATION OPTION 5 ANCHORED THROUGH EMBEDMENT — INTEGRAL FIN I WO 2X WOOD —�I FRAME OR BUCK -STRIP. SEE VERTICAL SECTION D-D NOTE 2, THIS SHEET. BALANCE TYPE VISIBLE INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR SUCKSTRIP. SEE NOTE 2, THIS SHEET, 114-MAX SHIM 8 VISIBLE 17 LIGHT WIDTH r TOP SASH BUCK WIDTH HORIZONTAL SECTION C-C 1J4- MAX 1 OA BE VERTICAL OR H ON, FBC C SHIM j� DAYBEVEROVED ORHON. FBCC 4010 OR N12 STEEL SELF-DRILUNG SMB (GSI, SEE I1 TABLES 2 A 3. SHEET2. SCREWS UNIT IS INSTALLED DIRECT LT IU ' +w @IB-Na' SUBSTRATE. WOOD BUCKS IJ FROM END. DEPICTED AS 2, ME 1-12°THICK OR GREATER. IX AND 2X BUCKS q (WHEN USED) $HALL BE DESIGNED FIN ANDIOR TO PROPERLY TRANSFER LOADS FLANGE REMOVED TESTED UNIT TO THE STRUCTURE, WOOD BUCK 0 IN -FIELD LOCATION: 6-5/6' DESIGN AND INSTALLATION IS THE INTEGRAL FIN FROM SASH END, RESPONSIBILITY OFTHE ENGINEER ..e voruiTrrT nF RFrozD. FRAME SHOWN 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION\ EXTERIOR ANSI/ (ALSO REFERRED TO AS DAYLIGHT OPTION 15 OF TYPE, EMBEDMENT AND OPENING) IS MEASURED FROM ANCHOREDTHROUGH ANCHORED TH CE PER SUBSTRATE, SEE BEADING TO BEADING. INTEGRAL FIN INTO METAL METAL (INTEGRAL ET2.(SCREWSHOWN) ," ", IT ReWed By: Ovb: MAN VISIBLE LIGHT FORMULAS WIDTH @SASH: BUCK WIDTH -6-1fY FIXED LITE; BUCK WIDTH -M W HEIGHTIEQUALARE) BUCK HEIGHTl2-4-310' 1070 TECHNOLOGY DRIVE N. VENICE, R 34275 (941)-480-1600 ri.ILh.NMIUPA, P.E. BERT.. OF AM. #29296, I-- EDGEDISTANCE JI l0 I I I EMBEDMENT JJWNTEG�L TYP.ANCHORTYPE, EMBEDMENT AND EDGE FIN DISTANCE PER SUBSTRATE. PRAMS TA BLE SHOWNSHEET 2. SHOWN (NAISEE TABLE 3, EWERION NUMISTEEL FRAMING STEEL STUD. E PROPERTIES TABLES 2 & 3 SHEET 2. 114- MAX SHIM PRODUCTREWSED uuuPlym6�HN dm Flmlde IN.Idw&C,Nk 16.0 14: na Sgpib. Wim%lo 21p 1. pale II/ IEL & INTEGRAL FIN FRAMES JJROSOWSKI Dale: HUNG WINDOW INSTALLATION - NI 105115115 Scab: Slbel: Omeinq ' ReY, I60 NTS �4 OF 12 MD-DH5460-01 A STRUCTURAL SILICONE STRUCTORAL 1/4-NOM FOAM POLYISOBUNLEN WITH WITH DESICCANT DESICCANT FM. GLASSN� EXT. GLA 3 -NOM. M-NOM. r BUNL NOM. 118" A GLASS I 1/8" T GLASS 1/2" AIR SPACE 1/2-AIR SPACE 1/8. A GLASS 1/8" T GLASS aEXTERIOR EXTERIOR a-- ]&IB e-]8 IM. GLASS Uu �IM. GLASS 31 KODISPACE SUPER GLASS TYPE 2 EXTERIOR ACE ,. 4SG TPS a SPRDNXT"'' GLASS TYPE 1 a IIDESICCANT NT C FOAM EXT. GLASS 41,- �INT. GLASS e DURASEAL® SPACER SEAL ROLL -FORMED - STAINLESS STEEL <(/ �INT.GLASS (s)XL EDGET" SPACER Part# Description Material 76 KGmmerling 4SG TPS Spacer System See this 77 QuaneX Super Spacer nXT with Hot Melt Butyl Sheet for 78 Quanex Dursseal Spacer Materials 79 Glldmai )L Edge Spacer II GL NGNOTES: IIIIIL 'A` -ANNEALED 'T' yTEMPEREO 38 3IA'NO'NOM r TYP:•GLAZING DETAIL L AREA NOM. IE SEAL 3/1 6- 3/8 A GLASS 3/18"T GLASS 3/8" AIR SPACE 3/8" AIR SPACE 3116" A GLASS 3/16" T GLASS a EXTERIOR a EXTERIOR N. ]yam I8 ]a GLASS TYPE 3 GLASS TYPE 4 lw NOM.GLASS BITE TYP. Oal)MJtT 1tEVISEO ' meobMY'mswW:mawmld. Bwla.s coda n..uP Nu.bl -O 4.Og 4 R"00 MJRB0 ron: RA)WADDED naDm� 5 SPACERS y� RVNvvtl By. Wfe: FrvYron: ' GLAZING DETAILS J ROa,-.SOWSKI 1070 TECHNOLOGY DRIVE N. VEMCL FL 34275 Tee: WINDOW INSTALLATION - NI 05/15/15 DOUBLE HUNG .v. v"v,,(D``' ytlea/YodJ: Style: WwlnO Nu. Raw A. LYNIItAILLER. P.E DH-5460 'NTS 5 OF 12 7 MD-DH5460-01 A P.Ep SWOv CERr. OF A111V1. /2049fi PBLE 4: ry.. ryw•: Do9am 8a.A .mlxn Final Design Pna30n(Ihe28e) I.;aa1 pe[[IIpOMtr pW 5a[n NNBAI IWgelln) yd[dgy 0u[6 96 WdOM 10 0.Worsnm•x Re Q. a Ws- 10 21 3i -1W.0 I9 ••A.0 83.0 mis •6R.0 RBD trw24 HaOMbMWI -1W 0 +SOA -1000 •50.0 EWa'tlY 11.I •50.0 -t00A •50 •500 -s- -t0a0 ao •50A -1000 •L.0 -I.0 •50.0 -1n00 -.0 AbD +90.0 NA blalMd Gllpe 1J511-felt. •SDO -1W.0 •W.0 TWO •W.0 -IOaO •50.0 -1W0 •$0 dD)A •s0.0 Ass 30 EOW'91e SmndcNPlwcr 11.517-135m 11369.11.610 line'100.0 •s00 To -on •60.0 •5n0 -100.0 -f00.0 •Sn0 �m0.0 +A.O -1140 -W.0 -1W.0 •'A.0 -1WA •WA -BIA 21.91i-21091 +500 -IOnO +50.0 -1--- •W.O -Imu •50.0 -fO10 'S00 -W.0 +P.O aB.O •b.0 .11P Tenn -50.0 -100. •500 -Ise. •A.0 AWO -bA -10se +W.O'100.0 +.A.O 8 o -500 -R.1 6L.. fvInss UA1141.516 15A11-1eN6 •us .,Me •500 -1M.0 •WO -1N.0 •39.0 -1W.0 •500 -1WA -we RGS •50.0 -T1.1 91.9I5 r usNn 51ndMpmJev ND11.15018 -Sn0 -I N.O +Snn -1000 ✓AO -1W0 -NA'mi -50.0 -1W0 -30.0 -053 ✓A.0 -n.B 11.106-11.N0 •WA d00A N+0.0 -1000 •'L.0 4000 K5.0 -I W.O •30.0 -1000 -Y.D -0l.l •W.0 20.3 SIMnI Tdlul N.SIl-]I610 -me sKe •500 10.9 ✓.0.0 Ve •We m.I -.,mo -59.0 ALe •9J0 ffi.9 -59.0 -)1.0 pslan She i8511-lisle .11 .100.0 -Sn0 -401 •SO.D -10n0 .W.O +30.0 -100A •see 79. •me -713 blendW GIKK 9.511.30.51. •WO -Tone -'e..1.. •W.0 -I W.O •ses -1340 ..'s -1 WA +Sae n.l -`AO a00 m Ewwn. msn-zis19 .A.O -f0o0 sn0 .1G.0 .59.0 -IW.O .50A AWO +A.O Ma +510 n.4 .m.0 49s grslun she 18, DI6-%0.511 •510 -1000 .W0 Tw_0 •#o -1W.0 •see -1WA +WA nW.o •50.0 ae, •W.o a0.1 51[n5wdpmJew DST) -nets •sD1 -1W.0 .Me .10o0 We .0.5 •]0.0 B-0 ✓A.o -UA HO.D a3.5 •WA me sMnu1 n.ae9ntsm +5a1 .1 0 •SO.D -ore •WA -05] •W.0 Z -W.0 -W.3 +L.o d5A +W.O -0OS Tenn ZLNr ae1++ +see -+WD .50.D -sl9 .W.D a4t .W.O axi 'w.0 15.1 +Sna R.1 •50.0 a.0 Win]• 9.SIi 1i.510 .Sn0 -00D.0 on -II" .rL.O .,we -#0 -1W.. ✓A.0 a.9 •WD -ttA .50.0 21.0 slmNm lash-uele -Wa none +WD d.aD .W.O don..Wo -IW.O •W.o �as •W.D -nA +#e as.i IB E"9u Sneemd PmJeM 18A10.311.516 •50.0 dens Hn0 "Is. •WA .1m. -WA -I W.O -we 46A .W.O -71A -SOA 2 s Gswn She . .%o.100 •.0MA9 0 . .0 50 •WO -10 •WA iA911Si1-10019 ^`u Cuabm sue 1111-4.116 -We -Inns .500 m3 -#a .n.6 +so.D -n.1 .... -n.t +Wo n.l s0.o tO .WO -OUa - 1 . 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IB.N6.11.SIe 11.]n.m01s 'Sns TM-. -5D.0 als •SD.D d1.1 MA.o Z4 .W.D g-, .A.o .n.e .W.o d57 Nemm she ll 11,11,ele +SUD LA .SD.O {Oa •5n0 a1.0 +S],O a0.1 A.o -ros •9.0 aDs •W.D d92 tf.z60-ns+e +5n0 552 KD.o -m.e ✓P.o aLo +W.e i9.6 s0.0 dBs .W0 Ns s0.o 8 smnM itllal A5S1aI 9 'IIIm W ' I slanNaColuie A517mMsi6 N D .W.4 160.0 N.D +W.O 712 +SDA en' •WA Le.r .50.0 SSA •W. ma damn s¢c ]1.SI1aa111 .W.o -INTO 'Soo ma ✓AP '7" .W.O n.0 •W.0 -R.. .W.o a.l +W.O W.1 E40141e 2sf)-9v51a HD.0 -1W.o •Ses W.1 'Sax ne .WA �91.9 .SOU d5A .`LO m9 +W.O �W.S .1 Natnm size 15.Sn-20510 +W.O -fOnO +OaO :iF ✓AA -R.0 •Ws .R.1 •50.0 -n.t •W.D 613 --AO WS 91MNrdPWW 9.5fi-25518 160.0 �01.0 -500 -16.5 .WA d13 •WA d5A +30.0 d5.5 •W.0 81A +WD D.1 Llnlom She SO 011.12516 +60.0 d1.9 +SOA M.0 N0.0 m.e •500 �W.1 +W.O m.B T. mA •WO d1.e Oulun She I0016.20015 1500 a0.5 •SO.O -05.4 ✓AO 35.] •W.0 �N.O -50.0 G2B .W.O 38 'W.0 m.6 I +-18013 + -n.0 •eO.s A •5].0 �N.1 •WA dl.a 'W.0 d.1 -W.0 Imw •W.0 d00 Tell. 90.5f)-41166 -50.0 +W.O -05.0 •W.0 NA 'W.0 dl.l ERW.IM 19.S1i-38116 '50.0 d9.1 •W.e -]4.1 •W,0 d5,1 -]0.0 75 'W.0 d20 •W.0 :fl.6 •W.0 51.1 75 6ukm Sue ........Of0 +50.0 -0... •W.0 -n.l •W.0 11.0 -W.s @.0 Wamm bu[ 91. 511.31.1,. +50.0 W.1 +W.S i5.5 ✓AA m] .50A al 'W.s 34.D •W.0 5).e .W.O SR.I SleMad PnJ[w R020.3151e 150,0 -YI.O +W.O S3.R ✓A.0 d.l +W.D Me +WA -#4 +SDD `.A.D •WO 50.0 Ewa11Xe 4n011-I13B -501 -)0.5 'S00 b5A •WA -58.] -50.D d40 -'A.0 B1 demur 540 N.039.10.010 •30.0 -i1.0 -Sn0 d93 ✓A.0 d.1 •50.0 /+1e -0.0 .Y1A •50A &1A -W.0 50.0 e..9W cu.mm see -n3W •saD .Ro •sae dv .W.o d.1 so.D d1e .W.D -W.1 •WA doD .W.o dDA .. IA.LCe an •n �v..a.vv ...-..�-. -..... •• MIN. BOTTOM SASH HEIGHT = WINDOW BUCK HEIGHT-490i2 NOTES: 1) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE SUCH. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 7 A. 1 SECTION DETAIL FOR WINDOWS WITH LEVEL R7 REINFORCEMENT & GLASS TYPES 1A (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAMETYPES & CONFIGURATIONS) PROOUCTREVISED mPINnB rr:IN Ure FlRHJa uDilAns cxD ne�Pl,n6[No 16-0714.08 R pirwm mnlD w2D FMud Sy: ONa: FMtlOn: W Inn < RaN�ed BY 0efa: R,NIfes: ® Deeedpfbn: DESIGN PRESSURE TABLE Oemn 9y. J ROSOWSKI IOTO TECHNOLOGY DRIVE N. MMICE, FL M275 Due: Ov1M DOUBLE HUNG WINDOW INSTALLATION - NI 05/15/15 (941)-480-1800 Sedu/Nodel: Smb; SM1eeL• Der N0. Rate... DH-5460 NTS 6 OF 12 MD-DH5460-01 A OF A. Yzerse TABLES: a s.nn•m Lae1 Bmrom$nM1 llnvrptien h9Y•n P•ry• Aamms.m Xai061 wv°•M! FNd Detl90 Pllnhn 5ibute) W Iw BucY WWllr W^•N• n1 •mLAu d0 52135 Sh. Hiplrl gl r650 -I]0.0 r6SA tl -¢0 r6SA -lIDp r65.0 -tID.O r6SA -R1.A r65.0 -It20 Egvil�U. 11166 G.60.15.616 f65A +650 -13U.0 '30.0 +65.0 -GS, +Is.0 -I)0.0 +65.0 dID.O +65.0 n10.0 •RA -1150 •a5.a nmo 41•ndW Cange I5A11-13.611 •15.1 AM.O r66.0 DOA rGSA .1"S f65A -030.0 165A "It0 T3¢0 K60 730.0 3A e,.lHu IIA66-11.516 .1.-13tt r650 -Inn •65A -13AA r65.0 �1300 r65.0 -130A r65.0 '130A "SG -1-0 Mandl. Pmi•W rGS.G ANS r6SA Ill.K5.0 -91➢ +65.0 A010 710 A60 TOA•n 31517-31.691 ISM? -31116 r65.0 r66A -010.0 r65.0 -130A +65.0 'I30p d)0.0 f65.0 -1 m r65.0 910.0 r65.0 '110A r65.0 -019.1 r65.0 -10AA gr•Mmtl Cana9e KS➢ -190.0 +65.0 -110.0 r6SA "It 466.0 4X0 K5.0 1300 +fist -I30.1 +fi60 -100.0 3I.315 EgvaL01• IS.Gl'IBpl6 r05.v -I30.0 KSA -n. r6SA 41¢0 rISA 4300 10, "IS r65.0 -13L1 f65A 'SG gen0•rYPmi•m 11.61)-16.M6 1116fi-11516 KfA -1J0.0 +65.0 -U1I +N➢ .3LLO -15.0 .1J0.0 1MA 'L-2 r65.0 IS. r66A -111.0 9 par+al H613-H316 KS0 -I10.0 +610 :Fr +Is.0 -IIOA fist -1100 +IS -I30.° f".:L2 +6Y0 -101) Ta0n1 X.51>-]L616 ;;SA -U0p +66.0 .130.9 r66A .130° +66.0 ". 165.0 -I100 +Ob -IIIA In, 93.1 Graltm5h• 3331, hill 115A 410.0 r6SA '1300 ." -I300 +65.0 -0]00 9Y.0 -0100 ."A 9091 r6SA 91-0 9WWCovq• 21SIG +66A -0l0A IRA 4300 6S0 -1300 f151 T,1 1M.0 -I10.0 K5.0 .,m r16. -".1 q Ery14+ A617 11.016'30MI 1 SI ''00.0 f65A "ItG f65.0 -1J0.0 f65A -IJOA +65.0 -119A +651 -109] KSD 96.1 Cull -Sul M6 r61A "NA K60 A)OA KSD -1]0.0 165.0 -1100 KSp -II¢0 +MA -Imy KSO ..4 $IaMeNPr[Jam 1131]-II 11]66.1L516 K5.0 -0]00 KSA -90D f66p -130.0 165.0 A]0.0 r65.0 n10.0 K5.0 -110E K6.0 -IW.1 g0.Mu1 '1).61)-]f.Iq 22i 165.0 -11A] 1H.0 -106.! +6f.0 -105.1 +65.0 -1051 KS.O -10¢9 166A 89.6 T•0••1 23.517.21S11 2_64 f65A A31IA 1150 -I]00 165A -130.0 Kf.O '130.0 +65.0 -110A +M.O -101.1 K5.0 A1.0 SIVM•rd Ceuge 511 f65A -00A r6SA 'DGU f65A -130A 165.0 -1]0.0 rGS.S -0100 r65.0 -uv 7610 FquY'19e M.511-31 100016.30XI6 •6S0 -130.0 165.0 -I]OA f65A 13. K6A -INN f65A 2LLI KSA -IW.1 f65A All 40 Grande. Pmnlw 11,11]-LL015 r6SA -1304 165.0 4300 K5.0 -1311 166.0 d°L.l f65A .136.1 K5.0 -1W3 r66.0 -03.4 2 Cualum9ha Sul IL51)'11.616 K60 n]ot 46S0 -130.) 1650 '109.0 K5.0 A01.9 165.0 -ID1A f65A G019 165.0 ASB Lvalam GMN•1 11]66. 11316 1660 -1 N.0 +YA 'i19.1 1650 -t01fi +150 406.4 +665A -106A f65A -106A r6f.0 790.7 _g 3 T..10.511-]6.I66 165.0 -1b.0 1LS0 '110.9 f65A AB.S M. -914 f65A -M] +65.0 767 765.0 31.51)-]0616 165.0 "It. f65A -1I00 105.1 -110.0 KS0 .130A lot 410.9 f65A -,a, K5.0 -11.1 Sundnd Covgl 1610 -1]OA +630 -1]¢v 165D +L5.0 411t 1Kp 41SO KSA -100.9 165.0 '90.1 1 O+alom Sha EpW 4a 11.111.31.516 3131)-51616 r66A -1N.0 f65.0 -I100 fB.O .130.0 r65.0 -0J0.0 +65.0 -030.0 165.0 -10¢t •61.0 '90.0 49'w 11.016-21.616 +LS° 'I"u +i5p 'l]0.0 K60 A]0.0 Ki° .130.0 +0.0 d100 K6.0 -IOW f65A A03 SundWPmm+ Oa11un5G• N,611-19.015 +L50 .1]0.0 •Lf.O -R61 •IIG 411p 16f.0 �1161 •KD 'ill) 156.0 -101] KSO -f20 Cnlw Gha 11.61>-1131[ KSO .130.0 r610 .112.9 f65A -000.6 r6SA A1.1 lGA .11.I r65.0 A1.1 165D -95f GMrutl 1166'I1.Sti K5.0 -1]0.0 +650 -111.1 16fA A41 •65A 41.5 rMA Al] +66A -91] r65.0 -0] Te9g1 ]6517-35767 145.0 -DLO +65A ."I.a •65.0 A0E +650 '961 K5.0 A63 1[s.0 'IS lit. A10 SenIW C•rrq• 3151)-3631{ "It -130A +65.0 -111.9 1H. AIL 1610 -0l.l KS.O -I,G K6.0 81A +6 f.0 doe CLAM Sha ]1.51T-]1316 +66.0 -1)0.0 +6f0 -4L6 •65p -109J K6.0 �100.1 •650 '101.1 K6.0 A911 Kf.O -111 EOvuHn1 90511-]1.516 f65A -ll0.0 1610 A]00 K5.0 .12.3 K5.0 -0213 ffbA .1114 +650 .14 f65A 63 LV.w. sIa 35.517.31316 f65A .130.0 +65p -1301 +65.0 -109A K5.0 �101.9 +65.0 A01.9 +65.0 A9b K5.0 GbnIW P�w•m ]151)45.516 +66.0 A3A.3 f65A -101.0 KSO '941 165.0 A31 •65.0 -91.T r65.0 '91A 166A A0.1 Cualom g4a 30011. 21SIS 166.0 '110.3 +65.0 -11p 165.0 4S1 •65.0 JP] +fist -050 +650 80A K60 A0.9 Cu•Iom Gm• 1C16.20.016 +65A -IILJ +"S -9'A +66.0 -I¢0 "S 866 +66.0 .11.0 1M.0 -i]A •6f.0 -T3.6 SlrMrel 16A30-t1015 •Sit �q).1 •61.0 MA r65.0 -i6A f65A V25 f65A -1¢6 166A .100 r66A "It 1Naa1 ]ISt1-11]66 list 9UA r65.0 �H.l +650 A1.6 +650 i0b 1MA -15.0 KS.O 4SA r66.0 -119 EpuWG• 96.51) ]B.P6 1f6.0 -131] K5.0'SIG r6f.0 -°l.l •65p _NG +65.0 +61p IA f65A '29 If Cu•um Gtl• HS1]-]1516 1660 -131.1 +650 .10]3 K50 A0f 165D 81.9 +15p _MA -01] 166.0 A]A KS.A -R9 fualvm Sha IISR-]t516 +65A -01]A +650 'f]A f65A A0J KSA 41] -166 r65.0 d53 +15A -ti° :50 gandvlPmmm or" 0-]1516 1L6.0 -101.9 +65A AL6 65.0 df.l 165.° -125 •DA d°S f65A ffi0 +"A E,Hu 4.011-11211 KG.0 71113 KSO .11] +650 -701 r6SA -116 10. 711.0 165.a -R6 1 16f.0 1 -10.3 q dalom9'v mm1-IOOII KSp 71011 K50 31A +650 16. f65A -133 +65A -1°.6 •6fA 10p -10.0 06A0 Cu•Iom Sh• .I1L6 •16.0 -IM.9 +0A 80A KSO -110 +MG 421 +65.0 -10.6 K5.0 A0d ., S0 �10.0 �- MIN. BOTTOM SASH �HLIGHT- WINDOW BUCK HEIGHT-45.012 NOTES: 1) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PERTHE FIGURE 3) FOR SIZES NOT SHOWN. ROUND UP TO THE NE AVAILABLE WIDTH OR u I.T DIMFNSIDN SHOWN ON THE TABLE. n 21 HEADER 23u u TOP SASH HEIGHT O MEETING MIL 25 P JAMB 23 25 O e EYIEA6W BOTTOM BASH p 23 a HEIGHT 23 SILL e SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 2- (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES 3 CONFIGURATIONS) tON. VENICENOLOCY FL 342 5 (941)-400-1500 CERT. OF AUNT. /29296 PRODUCTREVISED al ly Dvi)3iA Out. Willi at FlmlJA A6:< W=16-o .0�le�/11� F aPrt0lvn Dtl9 IWMJ Dy A9iN vh -I HUNG WINDOW INSTALLATION - NI 1 05/15/15 NTS 1 7 OF 12 A 1ABJ' ,oL 625' o .625' 0FLANGE FRAME CHANHEL r 13] 1 FMME HEAD HEAD 3 FIN FRAME HEAD 3.500' .0Sr 1.483• � 1.483' EQUAL LEG FRAME 625' HEAD T- OIA FNCE FRAMESILL 3.90J' ��I 3.500" 3.60`D' a.ouu T , 3A83• "'ITT .062' �� .D6Y �I .06E O�1F'� .Ofi2' � } I Off- .Ofi2' Lr'� 2449' I - _I 2.4I44' o u 1AB3' If 1.4B3P O IJ 1.403' �0�1 qj ��� 0��� (Dime FRAME EQUAL LEG FRAME .625 O JCHANNEL .625 RANGE FRAME t3]5' Oj FW FRAME OFRA ESILLL L3]5' D JAMB 10 JAMe 1.3]5' 11 FRAME JAMB T 12 JAMB 1 SILL L 1 r 1.641- 1.841' 7 T -•-1 ,s16• ,J1I IIt�,, 2.109• zl]s I- 1.472• JII I{ 1s65' i 9)4' I60 t11 I LL .065' �1.3]5• �1.3T5• .36E 59D' 1 1 .4]1'� .590' 1 �35j5' .0]0. .05W 1.000• I-r 1A00' f` SASH STOPI LIFT MIL uFT NAIL BEVELED BEVELED 15 OHSASH18 SASH RAIL 1T COa ftCE 18 SCREW COVER 1D INTERLOCK 2D INTERLOCK LOVER 21 INTERLOCK O2 INTERL.00K COVER 1.84 Jlfi• 1'RODULTREVISfD +{ .864• r 301• D.Aa ,Yer3w+N me FIMd4 1.628• GWIJin6 Code �.764 .050' Ea nrtu DarelGO iQ•. .035' _�I� • "'!'1,r.G Rv ..d Ih Baly: ReNalon AY >3 IS BEAD Bt EXTRUDED SCREEN FRAME td TOP SASH PULL ��_;,S•; ''„�S:N:% NFmni ede - RvNaed Bl Bale: RrviNon: 1.f00'Pff OeeWPBan: Or°m BY: ]15• CC WINDOW EXTRUSIONS J ROSOWSKI Jnf rj ll , EL O 4: O60' - •.. F!•`FJF.. wIP� f.'� tON. VOICE, 34275 Rtle: .0,. DOUBLE HUNG WINDOW INSTALLATION - NI 05/15/15 -'��i ;z•'1 (941)-480-1600 OLIGHT SAOH 14 STANDARD SASH 25 HD SASH ',r" , SedeaDH- 3NT: 9rn DhAn Na. Rar. 2D REINFORCEMENT REINFORCEMENT REINFORCEMENT ALYNcIdfi' co PE. CENT. OF AIRH. 129296 DH-5460 NTS 10 OF 12 MD-DH5460-01 Pa TAB E 4 Bill of Material # Part# DescdPtien Materiel 1 20113 mme aad-JLhennet PVC 2 620114 Frame Head - Flange PVC 3 620115 Fame Head - Fin PVC 4 620115 Fmme Heed - Equal LCU10" PVC 5 U0105 Fmma Sill - JCharmel PVC 6 620106 Fame Sill- Flange PVC 7 620107 Fame Sill - Fin PVC a 620108 Fmme Sill - Equal LeWuox PVC 9 fi2U109 Fame Jamb-JLhennel PVC 10 620110 Fame Jacob - Flange PVC 11 620111 Fame Jamb - Fin PVC 12 620112 Fmme Jamb -Equal Le9115- PVC 14 620171 Top Sash Pu0 (opt) PVC 15 620140 Keeper Hall PVC 16 10129 Sash Pea8 PVC 1 62013 alnCverap PVC i6 820133 Sash StoplScraw Cow PVC 19 82015fi Lib Rail inmROck BOOS TS At 20 620144 Lift Rail Intadock Cover PVC 21 620157 Beveled lntedock 6005 TS At 22 820145 Beveled lntadock Cmer PVC 23 820150 Light Sash Relnbrcemant 6063 T6 At 24 820151 BtentlaN Sash Relnfon:emenl 8063 TB At 25 fi20152 HD Sesh Relnfomement NOW Te At 3D 81644 WeethemidP, .167- x .270' Fin Pile 31 60300 WemhersldP. .190'x.300'Foam BWb 32 61719 Weatherstrip, .iar x.220Powrim 3T ­B25 Weathemtrip VIW,.220 Pineal 35 78111TIT #Bx 1' Ph. PH SDS (htedock Mounting Screw) SS ]8 72D210 Weep Hole Cofer PVC 39 720165 Tat latch Ralnfamement Clip PVC 4D 720Kg00( Constant Force Batance 41 TOZ4PPA% #e x 3/4' PR FH SMS (Con. Force Balance Screw) SS 42 Splml Belence 43 720205 Spial Balance BASS Nylon 44 ]B%114FPAX Nx 1-1)4' PR FH SMS (Split Balance Screw) SS NOTES: 11 GLASS AND SOME PARTSIOPTONS NOT SHOWN ON DRAWING FOR CLARITY. 2)J-CHANNEL FRAME SHOWN. PARTS #1. 5 x. 9. OTHER FRAME TYPES APPLY. 3) PVC BY ROYAL WINDOW AND DOOR PROFILES, LTD.. TO BE LABELED FOR AAMA EXTRUDER CODE. 4) FOR REINFORCEMENT TYPES; SEE DE AJLS ON SHEETS 6 S 7. 5) ITEMS 013. 26-29. 34, 36. 37. 65-72 A 84 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL I BILL OF MATERIAL A (BOM) J J ROSOWSKU DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 serve./YoaN: Swb: Slie.- O wLv Nw Rev. DH-5460 NTS 11 OF 12 MD-DH5460-01 A �P.�mUCt REVISED rbhawtm doFlah BniltlinS Ca4e MAEnZ,F.—lion 0 D D8'/lJ I Pull c.1: .ry .: BIII of Material, coal. # Pad # Descnp8en Malenal q5 720197 Auto Lock Meonamsm C Steel 46 72019889 Sweep Lock Cast Zinc 47 72019588 Auto Lock Cow Assembly Casl Zinc 48 7BX1180PTX #B x 1-1/B' Ph. FH BDS (AWWSweep Lock Screw) SS 49 720200 to and Sweep Lock Keeper Cast Zinc 50 7fi)04PPTX pfi x w/ PH. PH SDB (Keeper Screw) SS 51 420181 JR Beveled Till Latch Comer Key PVC 52 420182 JR Pull Rail Tilt Latch Comer Key PVC 51 7634PHFL iKi x 3/4' Ph. FN SDB (Pidt Bar B till Latch Sc.) SS 54 420183 Till Latch PVC 55 4M184 Tilt Latch Returner PVC 56 720207 V Tilt Latch Spring SS 57 420186 Plasllc hit Lelch Fhger Pull PVC 58 720192 Met al Tilt Latch Fingef Purl Casl2inc 59 Piwl Bar Came, Key (pop 8 Bottom Sash) PVC 60 .420180 720206 Phot Bar(pop 6 Bottom Sash) BS 61 7101/7102 Top Bash 7111 Latch (LdR) PVC 62 7GX12FPTX #B x 11T Ph. PH SDB (pop Sash Tilt Lelch Screw) SS 63 720191 Bash Pull Hendle (opt.) Cast Zlnc 64 78X FPT #e x 3/4- Ph. FH BDS (PWI Hantlle Screw) SS 73 72111 I.G. Bead PVC 74 Backbedding. GE 7700 or D-791 Silicone 75 7160485 Setting Block (7/8' x 2- x Im-), 85 +/- 5 dwo. EPDM 80 61012 Ex0uded Screen Frme Alum 81 60775 E%Wtletl Screen Spreader Bar Ahan 82 7CKGLB21 Screen Comer Key kr ExWded Frame PVC 83 72045 Extruded Screen Spreader Bar Clip Alum 85 7CASPM Tenslon Spring SS 86 61816C46 Screen Clalh Fiberglass 87 61635161624 .140' Screen Spline (Machine/Hand Rolled) Vinyl BILL OF MATERIAL B (BOM) JJRosowsKij 166UBLE HUNG WINDOW INSTALLATION -LM 105/15/15 NTS �-12 OF 12 MD-DH5460-01 A '`""".'�I8705 ` P.E.n6Bl4s 9/30/2016 Florida Building Code Online W3z, MORE BCIS Home j Log rn User Fegistrabon Hot Tapia I Submit Surcharge { St its & Fa¢s I Publiotions I FBC Staff I BCIS Site Nap I Links Searal dvxUSER: Ronda =�, m Product Approval Public user d•av f :, Pmautt Approval Menu > ProOutt or Aoolla[Ion SearcH > PoolicaHon List > Application Detail gr �� FL # FL243-R19 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. Comments Archived !.... Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski @pg[i ndustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard. and Year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/07/2016 Date Validated 09/21/2016 Date Pending FBC Approval Date Approved 09/25/2016 year 1994 htlps:l/fioridabuilding.orglpr/pr app dtl.aspx?param=wGEVXUMDqu3mwFvZ35VD3jztnc1%2fPhNigzKSXghHT8%3d 114 913012016 Florida Building Cade Online C Approved for use in HVHZ: Yes FL243 R19 C CAC 16-0629 14 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R19 II 16-0629 14 odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports ' Created by Independent Third Party: 243.8 PW-2720 (Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Fi 243 R19 C CAC 13-1125 04 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/11/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R19 II 13-1125.04.odf Acceptance (NDIA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.9 PW-3020 (Large Missile Impact) Architectural Systems Aluminum Fixed Wiindow Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R19 C CPC 15-0609 06 LM.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/16/2017 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R19 11 15-0609 06 LM odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: 243.10 PW-3020 (Small Missile Impact) iindow Architectural Systems AluminParLy: Limits of Use Certification Agency Certifi Approved for use in HVHZ: Yes F1243 R19 C CAC 15-0609 Approved for use outside HVHZ: Yes Quality Assurance ContracDate Impact Resistant: Yes 04/17/2018 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL43 R19 11 15-0609 07 S Acceptance (NOA) for product performance information, Verified By: Miami -Dade BC anchorage details, and anchor type, size, and spacing Created by Independent Thiinformation. Evaluation Reports Created by Independent Thi 243.11 PW-5420 (Non -Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FI 243 R19 C CAC 16-0629.11.0df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of E 243 R19 ti 56-0629 11 odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: 243.12 PW-5440 (Non -Impact) Vinyl Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F1243 R19 C CAC 16-0714 20 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/24/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of 9 243 R19 II 16-0714 20 odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: 243.13 PW-5520 (Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes R 243 R19 C CAC 16-0629 12 ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R19 II 16-0629 12 ndf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: Information. hltps:IMfl idabuilding.orglpr/pr_app o.aspx?param=WGEVXQwtDqu3mwFvZ35VD3jztncl%2fPhNigzKSXghHT8%3d 314 MIAMI., E MIATII-DADECOUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ww .miamidade.eovleconomv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW-5420 Vinyl" PVC Fixed Window—N.I. APPROVAL DOCUMENT: Drawing No. MD-5420.0 titled "Vinyl Fixed Window NOA M", sheets 1 through 9 of 9, dated 09/09/14, with revision A dated 06108/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. ADSSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. — This NOA revises NOA# 14-0930.24 and consists of this page land 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. 16-0629.11 MIAWDADE COUNTY Expiration Date: April 30, 2020 Y-70/ 1� Approval Date: August 04,2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 14-0930.24) 2. Drawing No. MD-5420.0 titled "Vinyl Fixed Window NOA (NI)", sheets 1 through 9 of 9, dated 09/09/14, with revision A dated 06/08/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTrM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all 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, 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 a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated 08/01/14, signed and sealed by Idalmis Ortega, P.E. (Submitted underprevious NOA No. 14-0930.24) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 09/19/14 and 04J07/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.14-0930.24) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel ez, P.E. Product ContrcQFjaminer NOA No. 16-0629.11 Expiration Date: April 30, 2020 Approval Date: August 04,2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 2. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04116115, expiring on 04/16/20. 3. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010 and FBC-5'" Edition (2014), dated September 27, 2014, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0930.24) 2. Statement letter of no financial interest, dated September 27, 2014, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted underprevio us NOA No. 14-0930.24) 3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under previous NOA No.14-0930.24) 4. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 14-0930.24, issued to PGT Industries, Inc. for their Series "PW-5420 Vinyl" PVC Fixed Window - N.I. approved on 04/30/15 and expiring on 04/30/20. ManuelP ez E. Product Control exam' er NOA No. 1 9.11 Expiration Date: April 30, 2020 Approval Date: August 04, 2016 E-2 GENERAL NOTES: SERIES 5420 NON -IMPACT RESISTANT VINYL FIXED WINDOW 1) THIS PRODUCT NAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING WE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MUMI-DACE COUNTY, USE ONLY M9AM1-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM CSD CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-iQ-THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD SUCKS DEPICTED AS MME I.1?THICK OR GREATER. I AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCW RE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (ECR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFIASHW G STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. BI MA)(. 114-SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO WE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD SUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY WE WINDOW. TI DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE. FRAME ANALYSIS AND GLASS PER AM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL TEST PRESSURE. FRAME ANALYSIS AND GLASS PER AM E1300, 0) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-UJX STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR WE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE RENEWED By THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FR-7897; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA: ELCO AGGRE-GATOR NON ROYAL WINDOW AND DOOR PROFILES, LW WHITE &BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. ANSUAF&PA NOS & ALUMINUM DESIGN MANUAL 8, SEE SHEETS A MAX. O.C. SEETABLES 4}99 I 6" _L VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH -4.311E HEIGHT: BUCK HEIGHT -0.3RE STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), STH EDITION •ASTM E1300U9 •ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2010 •AISI510DWIS2-2010 MAX. BUCK WIDTH SEE TABLES 0.9 (SHORT OR LONG SIDE) TABLES b9EE r fi'MPX D,SEE_- y SHEET4 VISIBLE J�1 LIGHTWIDTH MAX SUCK HEIGHT.SEE j----- — AB .3O SHORT SIDE)VISIBLt1 LIGHT C A, SEE HEIGHT SHEETS MAX. O.EC. T SE J TABLES 4-9 IMPACT RATING DESIGN PRESSUREMTING NOT RATED FOR IMPACT RESISTANCE VMIESPERGLAESTYPE.SEE TABLES 4-9. SHEETS 6­8 MAX BUCK WIDTH SEE TABLES" (SHORT OR LONG SIDE) 12S MAX O.C. SEE TABLES L9 r I I VISIBLE .T LIGHTWIDTH - — - — - — - — - — - -- �I VISIBLE LIGHT C. SEE / HEIGHT SHEET4 MAX BUCK HEIGHT,SEE TABLES 0.9 (LONG OR SHORTSIDE) fi' MAX. ---I Dom.-- I 1.25'MA TYP. EQUAL-LEGISOX & TYP. INTEGRAL FIN & J-CHANNEL FLANGE FRAME (90' CORNERS) FRAME (90' CORNERS) (ANCHORED THROUGH NAIL FIN) 6'MAX UL O� fi' MAY MAX G.C. :TABLES TABLE 49 MAX. O.C. VISIBLE SEETABLES LIGHT IGHT / MAX BUCK HEIGHT, SEE TABLES 49 VISIBLE (LONG OR LIGHTWIDTH SHORTSIDE) I 1T MAX. O.C. SEETABLES0.9 _ 6'MAX 135' J MAX MAX. BUCK WIDTH SEETABI ES 0.9 (SHORT OR LONG SIDE) TYP. EQUAL-LEG/BOX & FLANGE FRAME(CURVED OR ANGLED CORNERS) ' r us -RAW(. < JR-USID5/16-ADDED SPACERS n TO SHEET e. E O.C. SEE S 0.8 SEE r TAOLEB 0.9 V191BLE .T / /LIGHT MEIGMIGH MAX. BUCK / HER :SS T9 TABLES (LONG OR VISIBLE SHORTSIDE) MGHI WIDTH I I MAXO.G$EETABLES4-9 +ITS 1.25'MAX z# MA). BUCK WIDTH SEETASLES" (SHORT OR LONG SIDE) C TYP. INTEGRAL FIN 8 J-CHANNEL FRAME (CURVED OR ANGLED CORNERS (ANCHORED THROUGH NAIL FIN) No. 58*05 ' a11111111"- A. LYNN MILLER PE Description Table # ]IB' LG.: 1/B' A Exterior Cap • 51B' Air Specs • 1/B' A47/e'I.G.:1/B'TEider., Cep+61V Air Spec.+1/e'T571W rTyp" I.G.:3116'A Exterior Cap+1/2'Alr Speca+3li6'A 67/8-I.G.:31161 Exterior Cap+1/2'Alr Space+W16'T 71-I.G:1/4'A Extinct Cep+1/2°AO Space+l/4A 81-I.G.:1/4'T Exterior Cep+1/2'Air Space+l/4'T 9 'A'=ANNEAED '1'=TEMPERED TABLE 2; Group ANCHOR61N5Uueu mnuwn Anchor �rvvc Substrate Min. Edge Distance Embed.d ment' A RICO SMS (steel, 1" S.S. or 410 S.S.) P.T. Soulhem Plne (SG=0.55) 7/16' MY SleeI,A36' 3/6- 0.05W Steel Stud, A653 Gr. 33' 3/8' 0.0451" (1­SG Aluminum, 6063-15 P.T.in.rd. Pine (85 3/W 7/16' 0.050' I-Va. 3/16'sleel Ultrecon W15) Concrete (min. 2.85 ksi) 1' 13/B' Umnouled CMU, (AS1M G90I 2-1M2" 1-t/4' B #12 SMS (steel, IBA S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9/16° i-318' Steel, A36' 3/B' 0.050" Steel Slue. A653 Gr. 33' 3/e' 0.0451" (18 Ga.) Aluminum, 6063-T5' 318' 0.067 C 1/4'steel Whenn CO(mm.2.85ksi) 1° 1�4' Un9mudeduled CMU, (ASTM C-90) 2-1/2' 1-1/4' 1/4° steel CreteAex Concrete (min. 3.35 Ksl) 1' 1-TV 1/4'steel Ullmcan P.T. Southern Pine (SG=0.55) 1/4'steel CreteAex Ungmuted CMU, (ASTM C-90) 2-1/2' 1-1/8. P.T. Soulhem Pine I_W D 1/4'steel Angie for P.T. Southern Pin.(SG=0.55) 1° IaIB' Grouted CMU, (ASTM C-90) 2" teel Ulfmcon C°n. 3.35 K 2-1/2' Va 1/4' Steel Aggre-Gatar Conpete (minks TABLE 3: Group ANCHUKU INs I nLtcu Iit— Anchor -.—. .. Substrate Min. Edge Distance Min. Emb.tlmanl' E 2-1/2' x .131' Carman NO P.T. Southern Pine (EG=.11) 3/8' 2-7 16 2-112' Ring -shank RwWg Na 1 P.T. Southern Plne (SG=.55) WV 2d/1W F #1DTmasheaclSMS (steel, 18-8 S.S. a 410 S.S.) P.T. Southern Pine (SG=.55) 1/2' 1-318- Al.Hne,6063w 3I8' 0.050' Steel Stud, Gr. 33' 318' 0.Od51' (18 Ge.) Steel, A36' wr 0.0So. #12 SMS (steel, 18A S.S. a 410 S.S.) P.T. Southern Plne (SG=.55) 9/16- 1-well AluMnum,6063.75' 31W BOSS' Steel Slud, Gr. SB' air 0.050' Steel, A38' 3/0- 0.050' - MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. FOR STEEL STUDS. MIN Fu=45 KSI. -UNGR0UIEDCMW VALUES MAY BE USED FOR GROUTED CMUAPPLICATIONS. WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: g g BOX OR EQUAL FLANGE LEG a B-CMANNEL Q g INTEGRAL FIN ALLARCHOECTURAL WINDOW SHAPES QUALIFIED, COMMON EKAMPLES SHOWN. INSCRIBE THE SHAPE IN A BLOCK (SEE F PLES ..�... .....--m noel RPRCI IRFB FOR THAT BLOCK SUE FROM DESIGN PRESSURE TABLES 4-9, SHEETS M. LONG LONG LONG _ SIDE I SIOE -�-I I� SIDE r {"� SIDE -�{ J 1� LONG LONG LONG LONG LONG ' (9 H 510E I— SIDE -� I� SIpE -- F"' SIDE — ('^ SLOE ; o r 1;/ I TI� Tr Ti T 1 o„� „O N � IL- J IL J ' MIN.OF 3 THREADS BEYOND THE METAL SUBSTRAMPOR STEEL STUDS, MIN Fu=45HS1, , �� N. VENICE. FL 34275 WINDOW NOA(NI) IORSIFRAME OPTIONS NITS Al 2OF9 gj 9/9/14 J ROSOWSKI Florida INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION EMBEDMENT OPTION 1 ANCHOPTION OVGH -EDGE DISTANCE FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2. THIS SHEET. EDGE Q EMBEDMENT DISTANCE _ FLANGE FRAME SHOWN ' 2 ESHIM� EMBEDMENT ND SUBSTRATE. ' DISTANCE PER EMBEDMENT TYPE, SUBSTRATE, EMBEDMENT AND SEE TABLE 2, SHEET 2. EDGE DISTANCE PER n�I SUBSTNATESEE B 11 Q 5 TABLE 2, SHEET2 •• C BUCK VISIBLE HEIGHT LIGHT HEIGHT EXTERIOR a EQUAL. LEGIBOX FRAME SHOWN INSTALLATION OPTION 2 ANCHOREDTHROUGH FRM1E DIREMY INTO CONCREIEICMU. _ U4' MAIC SHIM FLANGE EXTERIOR FRAME SHOWN V THICK I.G. NOTES: F- 1)USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON MY SIDE OF THE WINDOW. DADE, 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY PER TABLE 3. SHEET 2. ALL WOOD BUCKS LESS THAN 114'Lb1X _ 1-112- THICK ARE TO BE CONSIDERED IX SHIM INSTALLATIONS. IX WOOD DUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS a ME 1-in' THICK OR GREATER I% AND 2% BUCKS(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE ' STRUCTURE. WOOD BUCK DESIGN AND Q)j INSTALLATION IS THE RESPONSIBIURYOF THE ENGINEER ORARCHITECTOF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM HICK LG. BEADING TO BEADING, FLANGE FRAME SHOWN TYP.ANCHORTYPE, -=2Zj EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. INSTALLATION " OPTION 2 ANCHOREDTHROUGH FRAMEDIRECTLYINTO VERTICAL SECTION B-B CONCRETFICMU. 1 1'TI1ICK LD. INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND I% BUCNISTRIP INTO CONCRETVCMU. SEE NOTE 2. THIS SHEET. EMBEDMENT 'MPX. 4 SHIM EDGE Q DISTANCE \- 71W THICK I.G. VISIBLE LIGHT WIDTH BUCKLMDTH HORIZONTAL SECTION A -A N. FBC COMPUMTALUMINUMISTEELFRAMIt SEE TABLE 2, SHEET3. INSTALLATION OPTION 4 ANCHORED THROUGH -114- MAX. SHIM FRAME I WO METAL VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH-4-3I10' HEIGHT: BUCK HEIGHT-4-3I16- EDGE DISTANCE 5 n-T CERT.OFAUTH.M29296 1070TECHNOLOGY ORI N. VENICE, FL 34275 (941)480-1600 910 OR N12 STEEL - SMS(G5). SEE - TABLE 2, SHEET 2. I EQUAL. LECVED% FRAME SHOWN 114-MAX. SHIM TYP. ANCHOR.TYPE, EMBEOMENTANU EDGE DISTANCEPER SUBSTRATE,SEE TABLE 2. SHEET2. EOVAI lEG/BO% FRAME _J m VwIJYin6wilA IM1e FImIJa UwlJing Coca A¢eONnc Nv G-O SHOWN EXTERIOR O INSTALLATION Mi Od+Avdri OPTION 4 ANCHORED THROUGH FRAME IWO METAL A WINDOW NOA (NI) z% 9!9114 EQUAL-LEGI6OX FRAMES &m JROSOWSKI NTS 'I 30F9 IVI MD-5420.0 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES MAX SHIM EMBEDMENT INSTALLATION OPTION 5 T ANCHOREDTHROUGH EMBEDMENT j INTEGRAL FIN IWO 2X WOOD FRAME OR BUCKSTRIP. SEE EDGE NOTE 2. THIS SHEET. EDGE DISTANCE DISTANCE J-CHANNEL �I -� 1 SHOWN E I BUCK VISIBLE HEIGHT LIGHT HEIGHT E%T E R R INTEGRAL FIN FRAME SHOWN L-114'MAX. SHIM TYP.ANCHORTYPE, I EMSEDMENTAND TYP.ANCHORTYPE. EDGE DISTANCE PER EMBEDMENT AND EDGE SUBSTRATE, SEE DISTANCE PER SUBSTRATE. TABLE 2, SHEET2. SEE TABLE 3, SHEET2. (SCREWSHOWN) JLHANNEL (NAIL SHOWN) FRAAISHOWN NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 A 3. SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE UMDS. AW INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-0Q' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS MARE 1-1M'THICK OR GREATER. I X AND 2X BUCKS (MEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYUGHT OPENING) IS MEASURED FROM BEADING TO BEADING. INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO PIf WOOD FRAME OR "EMEMI BUCKSTRIP. SEE NOTE 2. THIS SHEET. VERTICAL SECTION D-D AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3. SHEET 2. (SCREW SHOWN) INSTALLATION OPTION 6 I� ANCHOREDTHROUGH FRAME two M WOOD FRAME OR BUCKSTRIP. SEE NOTE 2. THIS SHEET. INSIA AINUN OPTION 5 ANCHOREDTHROUGH INTEGRALFIN INTO V WOOD FRAME OR SUCKSTRIP. SEE NOTE 2, THIS SHEET. EXTERIOR MSIBLELIGHTWIDTH ID BUCK WIDTH HORIZONTAL SECTION C-C V4'MAX SHIM -{ F+— EDGE DISTANCE FIN FRAME SHOWN 1l4'MA%. SHIM SMS(GS2&3. MIDORNI2STEEjREJ0-F IMMAX I— TABLE5).SEI SHIM SHEET2 O jo ) EXTjE�RLIOR p FIN W60R FRAME SHOWN D V O I�J INSTALLATION OPTION 7 INSTALLATION OPTION 8 INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME, INTO METAL. SEE TABLE 3, SHEET 2. INTO METAL. SEE TABLE 2, SHEET 2. EocE 4VINYL FIXED WINDOW NOA (NI) c g9/9114 DISTANCE VISIBLE LIGHT FORMULAS : J-CHANNEL & INTEGRAL FIN FRAMES 4- J ROSOWSKI WIDTH: BUCK WIDTH -4-311B" HEIGHT: BUCK HEIGHT-4.3116" CERT.OFAUTH.R2D288 s 1070 TECHNOLOGY DRIVE E N. VENICE, FL 34275 _ - (941)480-1600 PW-5420 NTS 40F9 z MD-5420.0 �i A EMBEDMENT TYRANCHORTYPE, _ EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE SEE TABLE 3, SHEET 2. (NAIL SHOWN) QDPD TIB'NOnt -+-'{ i/B'NOM. —1 NOM. T/e'NOM. I-^ 118" A GLASS 1/B" T GLASS 3/1fi" A GLASS 3/18' T GLASS 5/8'AIRSPACE 5/8"AIR 'SPACE 1/2"AIRSPACE 1/2'AIR SPACE 1/8' A_ GLASS 1/8' T GLASS 3/16' A GLASS 3H8' T GLASS aEXTERIOR a EMERIOR a EMERIOR a El(TERIDR GLASS TYPE 1 1' NDM. I 1/4" A_ GLASS — 1P2" AIR SPACE- 1/4' A GLASS — aEMERIOR GLASS TYPE 5 GLPINO NOTES: MNEALED T=TEMPERED GLASS TYPE 2 r 1-NOM. +{ 1/4"T_GLASS I I IW AIR SPACE- 1/4- T GLASS,-, aE ERIOR 8603 GLASS TYPE 6 GLASS TYPE 3 GLASS TYPE 4 EMERIOR a TYP. GLAZING DETAIL Z m Y Q o y � a +rw O 03 5 m Jg o Z UU XN m w— �Z m0 9 sa O Z �z az °� ¢ O Z LL 0 w O & ® rM Z 3 < N z 0 X p N LLJ Z 3 D Z j ] (7 a •nu =•w • �•s TABLE 4: Ike 09a dW Window Design Pla66Ure, W-psi) ler(iaaa T 118' A Cap -Airspace -1/8' A Lone Side I1n) Dlmenslons eav 51.05 54 50 58 F 82 64 68 72 76 BD Bd 87 a80/-926 +801-91.9R17 .3 +8W/90.3 +88/A9.0 +SO1-88.9 *W4W.2 +801417.5 •SD/-88.9 +SO/456.4 +801418.1 +801-93.7 •SOIE8.4 +80/-85.2 +00/414.5.5 +80/-BDB •!-79.4 a/-T] a/g5.2 al-7d H-73.1 +/-72.2 +eareu +/-75.2 +1-73.3 +/-68.4 +f57 •!-fi4.4 +l525 +/50.7 •/-59.2 •!SB +/-75.8 N-71.3 *158.2 •/50.7 +/-58.5 +/.55.3 N-SA1 +/-51.1 +119.] al<8.2 +!<7.3 +/-71.7 +1J0.2 +l57 +/-56.7 +/597 +/-50.9 N-0Z7 +/-05.5 •1417 y-023 +I-01.2 •/-68.3 +/5] +1.66.1 +1-66.3 +1-54 +µ9.5 +/-05,5 +/-02S +/4D.3 +/-37.1 +/.65.fi +A84.1 H433.2 +/-56.9 +/-54.4H-097 +/-05.4+/b3.2 +/-81.7 +/50.8 +/57.8 +/-S1a +/-50.2 +/-0S9+/51.2 J51M M-5B.3 +1-59.6+l-SB.2 +156.4 a/-55.3 */-5,1.3 +/527 +1-52 +/-08.5 */5-7 +1-65.1 /54 +/53 +/51.3 +/50.5 MA%O.C. SPACIMARO.GSPADNGIFANCHOMNG +/-58.2 +/54,1 +/-529 +1-51.8 +/-50 THROUGHTREIMMEPER SHER 3&4 MflOUGHTHEINEGPALfINPFAGHFET4 +/-52 +/-50.8 APPU5TOA,B,CORDANCHOBS APPUESIDEOfl FANCHORS+/549 15EETAeE31 BETA8113) a/526 /-51.1 +/-53.5 a1-50.8 +1-50.6 TABLES: lkelhh beb Window Design Pressure, (+I-psf) rer a.,, y 11W TCap - Airspace - 1/e• T Long Side Bn) Mmemiorm 6 .926 64 60 0 70 74 71 80 04 +81Y.89.5 87 •SO/41a7 92 +BOl417.7 97 +801418.7 99 +801418.4 32 •BOI-eB.2 +BO/-90.6 +801-95.6 +BO/-94,T +fi0/411 9 +80/-924 +BO%91.4 +80/-a0.5 +BW-83.6 +BO1.826 +DO/-823 34 +BOI-94.5 +8N-92B +801-91.a +BOI-90.9 +80/-90 +DO/418.6 +80/41].5 +80/A6.6 +BW-85.5 3G •BO/411.4 +BM-89.6 •BO/AB.S +BO/417.6 +801.98.7 +80/-55.1 +SW5 +901.831 +80151.9 +80l51.2 +/410 +/-79 +/-787 38 +801 8.6 +801-68.7 +B01-S5.0 11, +BO1413.7 +601-82.1 +BO-8 +140 +/-78.8 To +/-78.9 •/-75.8 40 +BN410.3 •BO!-Bd.3 •a01-83.1 +BO1412t +80/411d +1-79.4 H-75.3 +/-71.3 +/-7B +/-75.2 +/-74 42 +001414.2 •801.821 +80/410.9 +/-79.a +/-78.8 H-77 +/-75.9 y-74.8 N-73.8 +1-72.7 - qb +901412.4 +80/410.3 +/-79 +1-T1.1 +1-76 8 +1-75 +/-73,7 +1-72.7 1714 v1 46 +BOIE0.9 +l-78.6 +/-77.3 +/-76.1 +1-75 +/-]3.1 +/-I1.8 +1-70.7 0 48 +l-T7.3 +/.75.9 +l-74.6 a1-73.5 +/-71.5 50 +/-78.6 +r78.1 +/-74.6 +/-73.3 +/-72.1 +/-70 MA%.O.GSPAONG IFANCHDRING MAR.O.CSPAONGIFANCXORWG +/d5.1 +673.5 +IJ22 +/70B GTIINDUGHnIEINEGMLfINPE0.5MEEf4 *I-74.2 +1A2.8 +-71.2 APPUESTOBCOROANCHORS APPUEGTOFANCH 152fff-77.7 +1-73.6 +/-71.9 (SEETABIE21 DEETMU31 +1-73.1 LS.S• TABLE DIMENSIONS MAY BEJA i ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �+- LONGSIDE I 1 r SHORT SIDE SHORT 510E I-- LONGSIOE -•-I SHORT = SIDE BIDE 1 SHORT I-- -�-I SIDE (- NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOTSHOWN, ROUND LIP TO THE NEXT AVAILABLE SHORT OR WHO DIMENSION. 3) FOR ARCHITECTURAL WINDOWS (SEE SHEE1`2). FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FR WITHIN.. PP.DDUC1'nEVI5E0 BPilDdiJinB eanjyO wiNY flm1d4 Code TABLE B Window Design Pressure, (•/-psQ W e NN Wbn N, Gh.. 3 3/16" A Cap -Aimpace - 3/16n A Tree: Inn Side in Dimensions Wintlmv 69.65 71 73 75 78 80 85 89 92 96 99 32 ./-76.9 +/-76.4 +/-74.3 +1-72.5 +/-70.6 +1-69.3 +/b6.2 7 +/-64.1 •/b2.8 +/b0.B +/-59,6 34 +/-73.7 +1-73.3 +1-71.3 *I-69.7 +/b6.8 +/b5 +14i1 3 +/.58.1 +/-50.3 +/-51.] +/b3.0 36 +/-71 +/-70.5 •I-89.0 +/-6/.9 +/b4.4 +/4i25 •/-57.2 3 +/-54.7 +/-52B +IS0.9 al-09.] +/bB.B H4iB.t +14i7.4 •/b6.e a/b9.5 qb1 +/4i58 .9 +l-52] •/50.0 N-00.2 +/<6A JB 40 +/b8.4 +/b5.9 +/b5.2 +/.84.6 +/-632 *Ib0.7 +/55.1 .2 +I-52 +/-09.7 *I-08.q *I-05.2 N-64 +lb3.3 +Ib28 H-61.7 +lb0.5 +/-55.1 ,2 +/-51.7 +/-09.1 +/-08.3 +/-04.5 42 .I8 6 +Ib24 +/.61.6 +lbp.9 +lb0 a1b9.4 +lb54 .2 +/-51.8 P y-09.1 *I-08.1 +lM.5 44 +Ib29 +/.80.1 +/-SB.4 +/-58.4 .13/.8 +/-55.1 .2 +/-51.8-093 •/-08.3c 46 +/b1.5 +/b0.9 +/.58.8 +1-SB +/-57 +Ig93.4 +/-55 .2 +/51.8+/-0B.5 +/-0fi.q +150 45 +/bp.2 +/-59.8 +/-51.8 •/,50.8 +/-55.8 •/-55.1 +/-53.7 .d +1-51.8 +/-09552 +/-59.1 +!-58.1 +/-SB.S +l-575+/-566+l-55.8 +1-54.6 +/-54 +/b2.5 2 •/51.5 a/-0B.3 54 +/-ST3 •14i6.6 a/-55.7 +/-54.0 +/-53.7531.4.1 H-SO.d50++1.559*/9+/54+fb28 +/-52 +/ap,b.2 57 +/-50.3 */-55.5 +/-54.5 +/-53.8 +/-52.4 +/-51.8 +/-50 60 Nb5.5 +/-54.7 H-53.6 +b52fi +651.3 +/-51$ M4N.O.LSPAQNGIFpNQWWNG AM%.O.G SPAONGIFANdOPING 62 +/55,1 +154.2 +1-53.1 +1-521 +/-58.7 TIIppUGH1NEfRAMEPFRSNrET53L4 THROWHINEWRGMLFM PER516ET4 fi4 +Ib4,8 •1.53D +/-52.7 +1-51.6 APPLIFS TO A, B, C,R O ANCHORS APPUBMEORFANOICU fib .+/-54.5 +/-53.0 +/-52.4 ISEETABUEn . (SEETABtE 3I BB +/bi3.e +/-53A 35e BFOREANCHDM,4-FORFANOtl..S 69.65 I +/-528 TABLEDIMENSIONS MAYBE ORIENTEO VERTICALLY Oft HORIZONTALLY A3 SHOWN. LONG SIDE F^ LONGSIDE I SHORT I1 SIDE SSDET F"� L I-�-- LONG SIDE -.-� SHORT SIDE L NOTES: 1) DUCK DIMENSIONS SHOWN. I (LONG SIDE 1 SHORT 2)FOR SIZES NOT SHOWN, ROUND UP TO THE SIDE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2). FIND THE SMALLEST SQUARE WINDOW SIZE IN THE I A9LE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. TABLE 7: Window Design Pressure, (+l-psQ Wi We Wa Weh mr cha. 4 3/16' T Cap -Airspace - 3/16" T Oimansiane iin9 Nfindow 46 48 50 52 54 5fi 50 62 64 81.52 +Ba-B4 +Ba-91.6 +Baz9.5 +eab7.s •Bab5.8 +Bab4.4 +Bab3 Bat +0(VbD.B + 99.8 +786 83 +80/-83.3 +801-90.8 .60/d8.8 +Bab8.8 +BOIb5.2 +Bab3.8 +Baffi.2 Batt +/-79.9 +/48.9 +/-77.7 85 +601.92.5 +BO/-80.1 •BW417.9 +80'410 +80/b4.2 +80/-82.8 +80/4n 2 99 . +/-78.8 +/-77.8 +/-70.4 87 +8a-91.7 +ea-89.3 +Bab7.1 +0ab5.1 +8a-83.3 +Ba-817 +80/-80.2 -. +!7B9 +l-T.8 +/-76.7 +1-75.3 89 +80/-61 •00I410.5 a8a416.3 •Ba4N.3 +Ba42.5 +80/b0.e */-79.4 -7B +/-76.8 +l75.7 +/-74.3 92 +801.89.9 +BOI.B].5 +8a-85.2 •Ba4132 .8a-81.3 +/-79.7 +1 78.1 /d6.7 +l-75.5 +/.74.3 +72.867 94 +Bab9.3 +Ba418.8 +8114&15 +Bab25 +8a410.6 +IdB.9 */-77.4 +/71 +1-73.5 - +172 97 +8a-80.4 +BaA5.9 SIN B30 a8ab1.5 +l-79.6 +1-77.9 H 76.3 /740 +/-24 +1-]0:] Innaside(In) 99 +Ba417.B +Ba-85.3 MY 3 +Ba-80.9 +/-79 +I-7].3 +1 75.7 /742 ++---. 1728*!-id.7 +/-71.6 +1 70 103 +Bab6.8 +aa, 43 +Ba412 +/-79.8 +/-77.9 +/-78.1 +/-74.5 +718 . +1-70.3 107 +Bab5.9 +8016 3 +Bab1 •I-7B.8 +!-7&B +/-75 +/-734 17f9 +l]0.580 - 2T0 +80/b5.3 +8a4127 +Ba410.3 +/-]&1 +/-76.2 H-74.9 +/-727 + /-71.1 113 +Bab4.7 +80/4121 +/-]8.7 +I-75.5 +/-73.7 +/42 118 +Ba413.8 +BOIb1.2 +1-70.] +/-78.5 +/-]4.5 +l-T2.8 122 +ea413.1 +Ba-B0.5 +/-7e.1 +/-75.8 +/-73.8 12b +0ab25 +/70.9 •l-TI.d 132 +Ba-81.T +/-78 138 16d +O +BaA0.3 "--Soa +/-78.3 +l-7B.8 +/-75.2 68 +/-78.3 +/-77.3 +/-761 +/-74.9 +1-738 /-72.4 +/-71.5 +/-70.3 7 +-]8.7 +/-]5.4 +/74.2 +/-73.1 +-71.570 +/-70.6 +772+/7 . MO.SPACINGIFANCNONNG G MARO.LSPAONGIFANOIORING72 74 +/-78.8 ./-75.7 +174.3 +/-73 +f-71.8 TNROUGHTHEFAMEPERSHEE53&4 THROWHTHEINIEGRALFINPERSHET4 +/-76.5 . -75376 +/-73.8 M-7.5 APPUETO%CORDANCHQR5 ISETABE2) APPUSTO FANCV (SESTABIE3) ]e H183 +I-75 81.52 +/-70.1 Y Q m ❑ }� e a y O o o Ue N ry 0 LL- y V � rnJm o b nae0 Z LL N I✓- b m 1 au0 02 z mO W 00 e Z m O z D� O r B N Q W IaaVS 3 y z o x I o Z N W Z A 10 p u w a 1 ❑ opN 'aeap nouns TABLE B: Window Design Pressure.(+/-Psf) Us. N61>6Ie I>, aePP 5 114- A Cap - Airspace -1/4' A TV" Long Side (n) Window i a5 B7 89 92 94 97 99 103 107 110 Dimensions 81.52 B3 +/b3.2 +/-80.1 +/.68 +/-55.1 +153.8 H-51.3 H-00.8 +l-0B.B N48.4 46 +/b7.1 +/-66.7 Nb8.1 N563 +/-53.5 +/-50.6 +/A7.B +/-06.3 +/-05.] 48 +/b64 +145 +/-64.3 a/b3.8 +IHi2.0 +1.59.8 +IbT.6 +1-54.9 N-0].3 +145.9 al-05.4 50 +1b3.9 +IS3.4 +/4i28 •l-822 .6 +/59,6 +/-62.6 +/-821 +/b1.4 +/-60.8 +/60.2 +/-59.2 •/S/.1 +/-54.7 +/-53.5 +/-SO.B +147.5 +/-05.7 -1 45.4 52 +/50.2 +/-59.5 +/-07.5 •/-05.9 +/-05.4 54 4b1.4 +/-80.0 +1-59.7 +/59 +/-58.4 +/-57.7 +/-56.9 +/56.4 +/-54.5 +/53.3 +/-50,4 +/-07.5 a/-05,9 a1-05.5 50 +/50.3 +f-5B +,57.3 +/56.7 +/SS.8 +155.3 +/-54.4 +1-53.1 NS0.1 +/47.7 +/-05.9 +1-05.5 58 +/-59.3 +/50.7 +/-57.1 +/56.4 +/55.7 +1-54.8 +/54.3 +/-53.5 +1-52.7 +/-50.4 +1-07.7 +fd5.9 60 +/b9.0 +/5].B +/56.3 +/-55.5 +I54.9 +/-53.9 +/53.3 +/-525 +/-52 +149.0 +147.7 w 62 fi9 +/-577 a/.57 +/-57,1 •/-56.4 755.5 +l-54.0 N54.1 +/-53.1 +1.525 a/51.7 +IS1.2 ` 87 +F58.2 +/55.5 */54.8 +f-53.8 Hb3 +J 2 •/-51.4 'n fi8 +f-562 +/54.3 +l-53.5 +1-527 +/51.7 +/51.1 +/-E0.2 70 +/-55.5 +/-54.8 +/-53.8 +/53 +/-5 .2 +/-51.1 +/50.4 72 +I.651 +/-54.4 +/53.4 +/-525 +/-51.7 +/-50.6 MAR.O.GSVACINGIf ANCHORING MAN.G,CEINTfG 74 W54.0 +/-54 +/53 +/-521 +/-61.3 TH0.0UGN1HEfMME PFRSNFFR364 IllNUl.R.5H MROUGHIHfINTEGPALfIN PEfl SHEEf4 76 HbE.6 +/-53.B +/-527 +/-51.8 ppppFS TO p, O,COR g ANOIORS APPUBMEORFANGIOR3 I$EETABW 2i EETABL 3) TO +/5.9 +/-52.9 +/b1.0 80 +1-52.6 +/-51.8 1B' DIORS 4-FO 26"FOR FANANCHORS 81.52 +/-51.5 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLYAS SHOWN. LONG SIDE �-� LONO SIDE I 1 SHORT SIDE L . SHORT I-- SIDE F� If- LONG SIDE -- I T LONG SHORT L SIDE SIDE / L 1 NOTES: If, SHORT 1) DUCK DIMENSIONS SHOWN. SIDE 2) FOR SIZES NOTSHOWN, ROUND UP TO THE NEKTAVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHRECTURAL WINDOWS (SEE SHEET2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TASLEIS) ASOIfE WHICH THEARCHITECTURAL WINDOW wiu-COMPLETFIYFIT WDHN. TABLE 9: Window De019n Pressure,(+l-Psp USe ft le f°rGsss 6 114 T Ca -Airs Bch - 1/4- I TY°` Long sloe 0n) IWIds lu 04.85 +BO.9&2 +80/-93.7 +BO/-91.5 +BO/-89.4 801-6T.fi a00/-BG a00/-84.5 t80/-83.2+BO/412.6 ♦80/-82 H-BO 66 .00145.7 +BOlA3.2 +BOIAt +801418.9 a80A)1 +601A5.4 +BOlb3.9 46DI-81.3 ♦80/4I0.3 a/-]9.3 +/-78.5 SD +801-94.2 +001.91.6 a001439.3 +BO/-87.2 +BOLOS] +BO%61.fi +80/-82.1 WW-110fi +/-79,4 +f-7B2 / 7].2 +148.2 92 +80I-93.5 +BOI-90.9 +BNdB.6 h00186.6 a001A4.5 +BO/d2.B +B0I91.2 N 795 +/-78.5 +1.77.3 N-76.2 +/452 94 a8N-S2.0 iBN-90.T +5d-B].9 a6d-B5.] +BN-83.8 aea-� +BD'-B].4 +179 +/-T7.6 +/-76.4 +/-]5.3 +/]43+/T1.9+Id12 97 +BOI-91.9 +80/-B9.J +60/-86.9 +BO/A4.T +60%82B a00/-B1 h)d9.1 +/-77.0N40.8 +/46.5 a145.2 +/-T4.1 100 +BdA1.1 +86�68.4 +BWbfi +fiWd3.G hBWA1.6 +1-00 +/-]0.3 +/46,4 +A74.1 H42.9 102 +80%9MS +80A07.9 +90/-865 +BO/-833 +80Id12 al-T94 +19T.T +l-T62 N44.7 +/-]3.4 +1d2.2 105 +80k89.0 aBel-8 .1 +EO/b/.7 +=12,4 +BOIR0.6 +f-TB5 +/-]6.8+/-T6.8 +/463 W-73.8 hf-T2.5 +1-71.3 +f402 iW +80A(16.9 +SCABS2 +11407 aSCAB1.fi H794 hl-T7.6 +/-742 +1-727 +/-]1.3 h/-70.1N-79.2 112 +B 482 +BW415.6 +BO/413 +BL go.a al-T67 hl-Tfi.B N-]5 N43,q +/-71.9 Hd0.6 11fi 120 124 14 138 138 144 +BWFl.5 +BOldfi.] a80'-86.1 h80%05.5 a80/A4.0 +BN-84.1 +BNE3.6 t8d4M.] +80/-84 +B(2113.3 +00%827 t60/ffi a801411,3 i00/+10.6 aBd-82.2 +ea-ets +B6�b0.B tBDI-BP2 of-79.4 +/-]B.B a/•T8;1 +/-90 +/-79.2 +/-]0.6 +/-T].B a1-77.1 +1-76.6 hId19 +l7T1 +Id64 it75] +/]4.9 +/-75.9 +/-]5.1 a/-]4.4 +/-73.] +I-74.2 H-73.3 a/-T2,6 h1-72.5 41-71.] +/-71+801809 +/-78,4 +147.7 N45.4 +1-74.4 N73472.1 i/409 N402 +/-778 +77T1 +1-74.7 +1.73.6 +1-T2.6 +l-T1.2 +l-]0 a1-77.3 H46.5 +l-T4 H42.9 +/-T1.9 +/40.8 MAR.o.GSPAOHG VANCHORING MA%.O.LSPAENG RANO1OnNG N76.9+/46 h/-73.6 +142.3 +/-71.2 7H0.oUGNTHEFMMEpERSHEET3&4 TXROUGHTXEINTEGMIFINPERSHFET4 +/-]6.6a/457 +l-73 +/-71.0 APpUfS TO B,CORDAN610 IS APPUBTO FANCHORS I$EETABLE3) h/-T6.3 +/]5.4 +/-]2fi(SFETABIE2) 6 +146d Nd5.1 19S' 3.Y e4.05 N W V Y y Q naB O 8 y o Y n a m O o WO 0 J m J 25 D- NIL b d B +a0 z_ W w d UU_ X- Vmy H' Z DOo 0 > 0 00 m Z U Z a z ,. m LL 0 Z w -I Do O m w 6 0 Z W I» 5 y 3 0 z wW el»: o x LL a Z N Z U w 3 > 0 a enu Pn>a •eN>s FRAME ASSEMBLY DETA-, I�I 355' asANCHORCOVER LD ,301' .625' 1.3)5' i OT/8' BEAD L '175' . STRUCTURAL POL)nS WfTH OBUMEN WfRI DESICCANT O1•BEAO EXT. GLASS MITERED CORNERS WITH INTERIOR AND EXTERIOR WELDS EXTERIOR C'? Pan# Deacdptlon Material 80 Kommeding 4SG TPS Spacer System See (his 81 QuaneX Super Spacer NT wkh Hot Melt Butyl Seee(his t for 82 QuaneX Dumseal Spacer Materials 83 Cardinal ?LEdge Spacer TEST 7.8960 8 89T0 3.500- - - -- .oE, 625' I J.CHANNELFRAME -r O2 FLANGE FRAME I1 CONE HOT MELT BUTYL STRUCTUPAL SILIFCAN 311fi'NOM. BUTYL& WfM DESICCANT DESICCANT FOAM EXi. GLASS EXT.GLASS--� KODISPACE so 4SG TPS J.500• 3.50V .06ASr2' Q ��DoQ1 �D�oQ . 5. OIMEORAL FIN FRAME OEOUALLEGn3O%FRAME _ALUMINUM REINFORCEMENT POLYISC- IOESICCAVE BUTYLENE 5/16-NOM. SOfi'NOMp SEAL SILICONE SEAL ROLL -FORMED 6TAINLE55 STEEL EXT. GLASS; 81 SUPER DURASEALO 8SPACER®NXTT- B3 SPACER BLE 10: # part Description Material 1 620117 J-channel Frame PVG 2 620118 Flange Frame PVC 3 620119 InlBglal Fin Fmme PVC 4 620120 Equal Leg/Box Frame PVC 5 620133 Anchor Cotet PVC 6 720136 7/8' Glazing Bead PVC 7 720135 1' Glazing Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone 78 1 71646N iSetting Block (7/e" X V X 1/6'1. 85 +/-5 dur EPDM r= VINYL FIXED WINDOW NOA (NI) NOTES: 1) SOME PARTS NOT SHOWN FOR CI .Pff. 0 BOM 8 ASSEMBLY 2) J CHANNEL FRAME SHOWN, PARTS pt. OTHER FRAME TYPES APPLY. y JR-05I05M6-ADDED SPACERS 3)ITEMS #b73,]6-77.7948489 ARE NOT CEIRT.OFAUTH.1029295 USED AND ARE NOT PART OF THIS APPROVAL 1070 TECHNOLOGY DRIVE 4) ROYAL PVC TO BE LABELED FOR PAMA EXTRUDERcoDE. N. VENICE, FL 34275 (941)480-1600 8 PW-5420 - � NTS - 2 90F9 B3 XL EDGE TM SPACER a 9/9/14 J ROSOWSKI f.: No.58705 A. LYNN MUM PE P.5.SSB705 913012016 Florida Building Code Online ( e '1 �F ' f(f-��4 l • 8 F r f �J� E� „... rZ BCIS Home I Log M j User Registration Hot Topla Submit SurGarge 1, Stats ® Facts Publiratlons FBC Staff I SCIS Site Map Links • Saar& db� :q Product Approval pr � USER: Public User ProCutt Approval Menu > Product or Aoollcation Sear > Application List > Application Detail FL # FL251-R28 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. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski irosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Miaml-Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) standard TAB 201, 202, 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/17/2016 Date Validated 08/26/2016 Date Pending FBC Approval Date Approved 08/30/2016 Year 1994 https•J/Aoridabuildirg.org/pr/pr app_dtl.aspx?param=wGEVXQvADgsEt2PTandSbm5ECcrlFWoG42oojLRI%2bls%3d 114 PLIGICK111111 Florida Building Code Online Approved for use in HVHZ: Yes FL251 R28 C CAC 16-0629 10 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/02/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R28 II 16-0629.10.odf i INCA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: i Evaluation Reports Created by Independent Third Party: 251.8 SGD-2500 (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 15-0609 10 DR odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/2212018 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R28 II 15-0609 10 DR.odf INCA) for product performance Information, anchorage Verified By: Miami -Dade BCCO - CER i details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD-3030 (Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FI2S1 R28 C CAC 15-0612 06 LM odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/14/2018 Design Pressure: N/A Installation Instructions i Other: Please see Miami -Dade County Notice of Acceptance R251 R28 11 15-0612 06 LM odf (NOA) for product performance Information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 SGD-3030 (Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 15-0612.07 SM,Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/14/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 928 II 15-0612.07 SM.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.11 SGD-5470 (Non -Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 15-1210.02.9df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/21/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R28 11 15-1210 02.Ddf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports 1 Created by Independent Third Party: 251.12 SGD-5570 (Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 15-1210,01.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/14/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R28 1T 15-1210 01,pdf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports - Created by Independent Third Party: Contact :: 2601 Blair Stone Road Tallahassee R. 32399 Phone: 650-497-1824 The state of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: ACceaslb!IIN Statemem :: Rerun Statement Under Florida law, email addresses are public records. If you do act want your e-mail address released in response to a public -records request, do not send electronic mail to Nis enuty. instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to SeNOn 455.275(I), Flotltla Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide one Department with an email address If they love one. The annals provided may be used for offdal mmmuNratian with the licensee. However email addresses are public record. If you do not wish to supply a hitpsl/Aoridabuildirg.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgsEt2PTand5bm5ECcrlFWoG42miLRI%2bls%3d 314 MIAM1•DADE MIAbII-DADE COUNTY e PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOR} www.miemidade.¢ov/economy PGT Industries 1070 Technology Drive, North Venice, Fl.'34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "5470" Vinyl Sliding Glass Door (Reinforced)-N,I. APPROVAL DOCUMENT: Drawing No. SGD-5470, titled "Vinyl Sliding Glass Door NON", sheets 1 through 19 of 19, prepared by manufacturer, dated 10105/15, signed and sealed by Anthony L. Miller, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitations: 1. See table 1(sheet 7) and table 2 (sheet 8) of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements types, glass types, sill riser (detail sheet 4) and anchor requirements. 2. Rigid White PVC, Tan (Non -white) Rigid PVC and Brown coated (Painted or laminated) white Rigid PVC to be labeled per referenced NOA's requirements. 3. Egress operable doors must comply with min clear width or height per FBC requirement, as applicable. 4. Pocket walls under separate approval, to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been,a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA 415-0409.04 and consists of this page 1, and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 15-1210.02 MIAMIDADECO NTY Expiration Date: Apri121,2021 Approval Date: March 3, 2016 y Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS - 1. Manufacturer's die drawings and sections. (Submitted under NOA No.11-0107.09) 2. Drawing No. SGD-54701* titled "Vinyl Sliding Glass Door NOA", sheets 1 through 19 of 19, prepared by manufacturer, dated 10/05/15, signed and sealed by Anthony L. Miller, P.E. B. TESTS 1. Test report 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) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6637 (samples A-1 thru A-5), dated 11119/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No. 11-0107.09) 2. Additional test report No. FTL 6638 (samples A-1 thru A-22) per TAS 201/203-94, issued by Fenestration Testing Lab, Inc., dated 11/19110, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No. 11-01OZ 04) 3. Additional test report No. FTL 8717, issued by Fenestration Testing Lab, Inc., dated 12/07/15, revised on 02/15/16 and 02/24116, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210.01) 4. Additional test report No. FTL 8546 issued by Fenestration Testing Lab, Inc., dated 11/06/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210. 01) 5. Additional test report No. FTL S547 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 02/15/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210. 01) 6. Additional test report No. FTL 8548 issued by Fenestration Testing Lab,.Inc., dated 12/04/15, revised on 01/04/16 and 02/11/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210.01) 7. Additional test report No. FTL 8549 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 12/04/15 and 02/11/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No. 15-1210. 01) 8. Additional test report No. FTL 8552 issued by Fenestration Testing Lab, Inc., dated 12/04/15, revised on 02/15/16, signed and sealed by Idalmis Ortega, P. E. (Submitted under NOA No.15-1210.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by POT, dated 12/09/15 and last revised on 02/15/16, signed and sealed by Anthony L. Miller, P.E. - Jorge M. Plasencla, P.E. Pr duct Control Unit Supervisor NOA No.15-1210.02 Expiration Date: April21, 2021 Approval Date: March 3, 2016 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (continued) 1. Glazing complies with ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Ltd for their "White Rigid PVC", expiring on 09/50/19. 2. Notice of Acceptance No. 15-0528.11 issued to Vision Extrusion Ltd for their "VE 1000 Tan (Non -White) Rigid PVC", expiring on 12/29/16. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Ltd for their `Brown Coated (Painted or Laminated) White Rigid PVC", expiring on 09/30/19. 4. Test reports No(s). 10-002-792(A),10-06-M0527, 535753-09, per ASTME-84, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107.04) F. STATEMENTS 1. Statement letters dated 12/09/15 indicating compliance to FBC 2014 (511 Edition) and "No financial interest', prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Notice of Acceptance No. 15-0409.04, issued to POT Industries, for their Series "5470" Vinyl SIiding Glass Door (Reinforced) — NJ.", approved on 06/18/15 and expiring on 04/21/16. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No.15-1210.02 Expiration Date: Apri121, 2021 Approval Date: March 3, 2016 E-2 SERIES 5470 NON -IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90n/1350 CORNERS GENERAL NOTES: 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER TEST PRESSURE AND GLASS PER ASTM 0300. 3)ANCHORAGE' THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 4) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE., 6) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES (NOA-S): ELCO ULTRACON, CRETEFLEX & AGGREGATORANCHOR NOA'S, VISION EXTRUSION, LTD. WH17E RIGID PVC NOA, VIE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES (TEST REPORTS): FTL-8331, 0338, 8646-8649, 0652 & 871T, EXOVA-104102-792(A) & 10-006-10231; CAMBRIDGE 635753-09; 7) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLYWRH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN &TAN PVC MANUFACTURED BY VISION EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FBC FOR PLASTICS. (COMPONENT REQUIREMENTS). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PERTHE FBC, AS APPLICABLE. 10) THE 640SSERIES SLIDING/ GLASS DOORHOWEVER INTERIOR -GLAZING MAYASO BE KNOWN AS THE40YBE SUBSTITUTED. DEPICT SERIES. ANCHOR NOTES: 1) FOR CONCRETFICMU SUBSTRATE APPLICATIONS IN MIAMIAADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTNCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. F UNITS INSTALLEDWOD SUCKSICTED DIRECTLY TO SOLID CONCRETE OR CMU, WOOD BUCKS DEPICTED AS 2XARE IA12AS iX ARE LS THAN 1-1/2"THICK. PROPERLY SECURED, IX WOOD -TTHCKORGREATER. IX AND 2X BUCKS tWHaN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADOPTIONAL TO THE BUCK O SP DESIGN AND INSTAL- IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OFSRECORD &TO BEURE. REVIEWED BY7HE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 6) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, LENGTH OF THE SILL THAT I NOT TIGHT TO THE SUBO SUBSTRATE. AND TRANSFER SHEAR LOAD SUBSTRA EN.. (DONE BY OTHERS) MUST FULLY SUPPORT THETIFE SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. ANDARDS USED: N INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAYBE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE REINFORCEMENT LEVEL DESIRED. 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT' AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 3) CHOOSE WHICH ANCHOR GROUP (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A. THIS SHEET, ALONG WITHTHE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2). VERIFY THAT THE OPENING'S REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. 5) INSTALL AS PER THE GUIDELINES OF THIS SHEET -SET. 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. 2014-FLOKIDA BUILDING CODE, 51H EDITIO ASTM E1300-09 ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL. ADM-2010 AISIS100-07/S2-2010 VINYL SLIDING GLASS DOOR NOA GENERAL NOTES N. VENo^E, FL 39276 I �SG0.5470 NYS lgl 1OF 21 Ann TABLE .,.. A: Anchol eub.Vele Feame Membtl min. EXe• DIM.... ME.. Fmb.dmant A X12, .last SM9 (O6)ar4109.5. 9M3, (AMA. 17 thmedam) P.T. Sou nn Pme. (50.0.65 uminum, 6063-T& 01261 Ma1Ncmes as SWJemb 6' JIB' P- k 1-1.1w.'IVJamb plt6' NA. 1318' IV P-Mpk 3'9' 6' sled, A36' y.WVminAhlOm.. HBBdISIIdJem &B• 0.060' P4aok 3'6' 0.060' Smel9lW,A6$301. ]]' 0071•Mn.INakee. .....UJamb 6` 0.011' 140e. Phaok .S' 0.01/' 140a. 0 114-Eloo le—.. 114-Elco 410 S.S.CnteFlae IH2, elm woad aomw 06 1/4-Sao Mrmon ' P.T. Soulhem Flm SO.0.65 F.T. 9oulhom Pine 50.0.65) P.T, 9omhem Plne SO.0.69 Con rat0 m1n 265ke1 Jemb i' P-haok Wed1SI1VJomb 1. T 1S'S' "11- P hook Headl, wi mh 1' 8/16' 1.316' 1JI6' P4apk P-hook 81In 1' 1.3'S Hasemb 1 1 13'S• UnpmU.d CMU, A9TM G80 Jamb V 1-114' P-Mok P -114' C 114-Elco47D S.S. CAA.Roa Unpand. CMU, AS1M C90 Jamb 1.314' 1414' P-ao 7.3N' 7dA- Cannata m1n.936 ke1 He.dnAIVJemb Iyly 14IT P-hook 1' 414' 114-EIco15D S.5.Ap0le-0e1o1 Coroate min.2,22ke1 Heed1911VJemb 1-0IY 36' PMak 1-1 ' 148- u'raw. CMU. Aetbt" P.TS.0hes Ph,. S0.0.55 Jemb r 1414- PhaaN Heedl9pVJemb r 1-v4• P-hoak P 1-ww 114`Van Ultr..on Commie min.2.661,e6 ee 611VJ.mb 2-12' 1361 P-hook 2-11r 1.319' ung. ad CMU. ASW C.90 Jemb 2./2' RI, Y r 1-114' 0 1M'D.o410 S.S. Cnd.1-1t Comml. min. 3.35 End eeNSI Jemb 711r 13?4' P4wk 2-0r law. UrgmNetl CMU, ASTM O90 Jamb 2412• 1-V4' RIaoN 2-0T 1-I4' MIN. OF 3 THREADS BEYONDTHEMETAL' SUBSTRATE.METAL SUBSTRATE TOWEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED By THEAUTHORITY HAVING JURISDICTION. FOR STEEL STUDS, MIN, FU-45 KSI & MIN. FY-33 KSL •UNGROUTED CMU°VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.' IMPACT RATING NOT RATED FOR MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES %2 & B1, B2 ON SHEETS 7 & 8 PRODUCTRENEWED as plying Wilk the Halide Building code NCA-No. 15-1210.02 eaplm9on Do,. 0412112021 �$ JROSOWSKI �i .� `•.a 516 •''FSg�UNPL,... 0. LYNN NILLEP,PE MD•5470.0 i!� P.Eg eet65 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES I &2 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 / II IC MAX. UNIT / ® I MAX. UNIT HEIGHT / HEIGHT PER TABLESI&2 12 PER TABLES 1&2 1' .0.� It 1 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES t & 2 � MAX.. UNIT / I HEIGHT PER TABLES 1 & 2 J S-PANEL CONFIGURATIONS MAX. UNIT WIDTH �...1 MAX. UNIT WIDTH -=-I NOM. PANEL WIDTH I NOM. PANEL WIDT PER TABLE51&2 -N, PERTABLEP jh I� MAX. UNIT I M HEIGHT / k I'pPER ly PER TABLESI&2 / / / Ig TABLES I&2 �— J 1� J 3-PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES�1 82 I ® 1 MAX. HEIGHT / PERTABLES 1 & 2 / 7-PANEL CONFIGURATIONS MAX. UNIT W IDTH �{ NOM. PANEL WIDTH PERTABLES MAX. UNIT HEIGHT / PERTABLESI&2 MAX. UNIT W IDTH NOM. PANEL WIDTH PERTABLES 1 & 2 MAX. HEIGHT PER TABLES 1 & B-PANEL CONFIGURATIONS ounicemwiwarn MAX. UNIT WIDTH NOM. PANEL WIDTH _ PERTABLES I & 2 ( "1 �g I MAX. UNIT HEIGHT I I ncee. la PER TABiE51&2 / / / / It FALLOWABLE RATIONS NOTES: "X''=OPERABLE PANEL DLO WIDTH= NOM. PANEL WIDTH-84116"NFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O"=POCERABLEPANEL DLOHEIEIGHT-0RHEIGIGHT-NS. EXAMPLE:4-PANELXXXX IN POCKET(p) CONFIGURATION CAN BE pXXXXP.PXXXX OR XXXXp. OXXX IN"P POCKET ppNELHEIOHT=DOOR HEIGHT•2-1/2' CONFIGURATIONCAN R TIONSVINYL SLIDING GLASS DOOR NOA135'CORNER CONFIGURATIONS AREACOMBINATION OF ANY2STPAIGHT CONFIGURATIONS.EXAMPLECONFIGURATIONS &JROSOWSKI ET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS ANDED BY THE AUTHCYAITY HAVING JURISDICTION. rOETAIL LETTERCERT.0FAUTHA2288 OM. PANEL WIDTH, SEE TABLESI&2. ®, 1o70 TECHNOLOGY DRIVEL —SHEET NUMBER N. VENIC-1 FL34275SGD-5470= NTSALLOWABLE FRAME SQUARE FOOTAGE = 472.656 FT' (041)-480-1600 G PRODUCT RENEWED 0' c* np%l.%wllN IM1e FIor14a NDA-Ro. 15-1210.02 e.plenllon o01004121/2D21 140.55705 METALTYP., SEE ANCHOR DETAILCI DETAIL DI NOTE 4. SHEET I; MIN. OF NTERLOCK DOO UETAL METALTHREASS BEYOND THE' METAL SUBSTRATE , • , ' 1 I5 111 1Ys��a. S EST TE, SEE I�� ® �I T��EMBEDMENT �!�oll-r r.��;!T����,�t7�(I��►(��ii��►_�II KMP,SEE DISTANCE EDGEXE r o aT ze sfENOTED,DISTANCEa9l THISSHEET 1/4°MAX.SEESo. THI98MEETWOOD EMBEDMENT a BEE NOTE.,THIB SHEET ?a I B&X3/4'SMS REINFORCEMENT SCREW; 7yp-gNCHOR TYPE, ANCHOR A J NOTE 4, SHEETI L-----�� Ps PER STILE;LOCATED AT CENTERLINE AND O', EMSEDMENTAND PLAT EVERY %/ HORIZONTAL SECTION(XXX SHOWN) ���G'&12° FROM ENDS (FACTORY INSTALLED). EDGEDISTANCEPER _ DETAIL B2 SUBSTRATE, SEE DETAIL ANCHOR IL D2 ' TABLEA. SHEET 1 & LOCATION / DETAIL C2 AS—OAL NOTE 3, BELOW DETAILA2 INTERLOCH INT0IV.SONRY _ FACING NT. INroaX wooO It REGUIREDIFDOOR EMBEDMENT r— ----- 2XWOOD BUCKSTRIPOR to DAYLIGHT R1 aIEIGHTISOVER9V 1J4-MAX. �I _ l FRAMING, SEE ANCHOR PI INITERIOR I PRODUCT RENEWEC NOTE 3. SHEET I —ry OPENING Imo— zz �� I + • EDGE I 1 e5=11112 me Flo WIDTH I I DISTANCE I I NOA-No. 15-1210 Q P SO NOTE6.1ws SNEEr T ` _� I I E„PiE�nan note 041 TYP. ANCHOR TYPE. sa O ISORas ; EMBEDMENTAND TYP. ANCHOR TYPE, I I OY EDGE DISTANCE PER d es as a EMSEDMENTAND P GI mim.1-012a P,oauat can SUBSTRATE. SEE a sl q o p EDGE DISTANCE TAB I I SHEET PERSUSSTRATE, I NOTE 3, BELOW m.' SEETABLEA,SHEET L� d rx 18NOTE 3,BELOW EDGE DISTANCE I1EIfb1EflIDR J CONCRETEICMUPER ASTRAGAL MAYBE PANELWIDTH ANCHORREQUIREMENT INSTALLED INEHHER 1/4MAX. HORIZONTALSECTION(XOSHOWN) I EMBEDMENT FIXED PANEL CLIP & E TER TOR DI .... C'' ANCHORS, SEE EXTERIOR DIRECTION. �` O�LI•"pNSE•"� NOTES DETAILSHEETI9 ALL PARTS IDENTICAL. R'•:j0' •R t) DETAILS APPLYTO 2.3 AND 4 TRACK CONFIGURATIONS. ENT EMEMNPE61SEE NOTE8THI9 SHEET) 2) REFERTO ANCHOR NOTES, SHEETI. FORALLLoc%snLEs, 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR asTRACAIs, FlXED O O VINYL SLIDING GLASS DOOR NOA ANCHOR QUANTITIES, SEE TABLES I & 2. sTRE5AN0 INSTALLATION. XSECT.&JR6 4) CONTINUOUS ANCHOR PLATE, ITEM A&. IS REQUIRED AT ALL HORIZOWN. PAILS �OSOWSKI �): sT FRAME ANCHOR LOCATIONS. ",FI..P+Qn rGC G) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. FOR CERT. of AUTH.MRBaBB X''a ,2NA1 LOCH9s/o;++ &) SEE TABLES I&2 FOR REINFORCEMENT REQUIREMENTS. ALL INTfR� al ae R ll..... 10 REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY 1070 TECHNOLOGY DRIVE THE EXTRUSION. REFERTO TEST REPORTS FOR EXACT DIMENSIONS. srANOu+o HD N. VENICE, FL 34276 ALYNNNRLJL P£ 7) SEE SHEET 20 FOR SCREEN DETAILS. (941)•460-1000 SGD-5470 NTS 30F 21 $ MD-5470.0 �$ p.EAFuaos DETAIL E1 TYP.ANCHORTYPE. EMBEDMENT PER DETAIL E2 Imm.0 INTO MASONRY I ix6UCKURIP AND [DOE DISTANCE SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR TYP,ANCHOR TYPE, EMBEDMENT FRAMING, SEE ANCHOR AND EDGE DISTANCE PER CONCRETEICMU EDGE NOTE 3, SHEET/ SUBSTRATE, SEE TABLE A, SHEET PER ANCHOR DISTANCE EDGE 1&NOTE 3, THIS SHEET - REQUIREMENT DISTANCE ' t y.' EMBED- MENT I EMBEDMENT lXOR2XWOOD I / BUCKSTRIP, SEE ° -ANCHOR NOTE 3, T SHEET 1 iVFOR LOCKSTIA9TPAdAW.AL9, IXEOSTILES AN H0920MAL HOR PLATE AT Ma9 ERYANCHOR LOCATION zs DAYLIGHT OPENING FRAME SEE - HEIGHT HEIGHT 'HIS SHEET F%7-1 ez €gE0N6 et Op °i a OH ]e 1/4' MAX. GROUTAS 9 NEEDED,SEE ANCHOR NOTE z 5, SHEET 1 e r� n 114' MAX NB X 314° SMS REINFORCEMENT SCREW:3 PER RAIL, LOCATED AT CENTERLINE AND 0" FROM ENDS (FACTORY INSTALLED) r ISER WTTHIREDTIVEIGNSURE,HEETS'8. 2AW=TOTAL SILLHEIGHT EMBEDMENT I-' EDGE EMBED-_.'. •.1 1 (STANCE MENT EDGE TYP. ANCHORTYPE, EMBED ENTANPE, DISTANCE EMBEDMENTAND 2X WOOD BUCKSTRIP OR EMBEOMENlTAND EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE CONCRETElCMU PER SUBSTRATE, NOTE 3, SHEET PER SUBSTRATE, PER ANCHOR DETAIL F1 SEE TABLE A, DETAIL F21 SEETABLEA, 10 REQUIREMENT SHEET I&NOTE 3, 1 WIOWOOO SHEET I&NOTE 3. N. WTO MAsoNRY THIS SHEET THIS SHEET (9, pETAIL E3 two MASONRY CONCRETE/CMU PER ANCHOR REQUIREMENT EDGE _ DISTANCEr , "'• lEMBEDMENT DETAIL E4 INTO METAL DADE APPROVED MULLION, FOG COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE A, SHEET 1 EDGE DISTANCE EMBEDMENT TYP. ANCH' OR.npE, EMBEDMENT ANMD "TYYPM CHORTYPE, EMBEDMENT ANDSEDGE DISTANCE PER SUBSTRATE, SEE ISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET TABLE A. SHEET 1 & NOTE 3, TMS SHEET S TAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. FERTO ANCHOR NOTES, SHEET 1. E SHEETS II& 12 FOR ANCHOR LOCATION &SPACING. PLO WIDTH=NOM. PANEL WIDTH-8-0/18° RNCHOR QUANTITIES, SEE TABLES 1 & 2. INTWUOUS ANCHOR PLATE, ITEM NB, IS REQUIRED AT DLO HEIGHT =DOOR HEIGHT -11-1118•' .RAME ANCHOR LOCATIONS. PANEL HEIGHT = DOOR HEIGHT-2-1/2' E SHEET20 FOR SCREEN DETAILS. •TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. IEINFORCEMENTS ARE APPROXIMATELY THE FULL 1TH OF THE EXTRUSION. REFERTO TEST REPORTS FOR PRODUCT RENEWED :T DIMENSIONS, ..PlrmO wllh zm n=.Ian 390 SHOWN L-11-1 sO APPLY .823 0 1.917 .060 1z (SILL RISER 2-12°TOTAL SILLHEIGHT) CERT OF AIITH.tl20PB0 70 TECHNOLOGY DRIVE VENICE, FL 34275 o"Ildln9 ode NOA-N°. 15-1210.02 Ertp1n11°n P 04 21/2021 38 .300— 1 1-- i mi.M-oe o .eauc cantrnl .380 2 2— 1 .09] 370 � 4.041 1.703 I 3.484 2.887 ]_ .0e0 .030 .080 RISER SILL °z (3IU2°°TOTAL LL RISER zc (4I111VTOTAL 16 (4518°TOTAL �r`MY tom 14U�t iPI SILLHEIGHT) SILL HEIGHT) SILL HEIGHT) `�y¢�•:'`�c2Nsp'••;4°p VINYL SLIDING GLASS DOOR NOA INSTAL LATION. VERTICAL X-SECT. 1411 NTS JJI 40F21 1901 MD-5470.0 IIIf N..5870.5 t p p =\ 0 ppp �p � War E%IE�PIOfl \ V 136' DETAIL G1 us [j 11 INSIDE CUnnNNEfl ` I III. �� r a.. :pop 90' � DETAIL H1 MAXIBN so• W910E LOPNER %lE Ep10R (lid �N SF NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGUPATIONS. 2) SEE SHEETS 14 & 16 FORANCHOR LOCATION &SPACING, FORANCHOR QUANTITIES, SEE TABLES 1 & 2. 3) CORNER ASTRAGAL MAY BE EITHERTO THE INTERIOR OR EXTERIOR, DEPENDING ON CONFIGURATION. FL 34275 300 Al VINYL SLIDING GLASS DOOR NOA E 1010611 ICORNER ASTRAGAL HOR17 XSECT. id• J ROSOWSM NTS JAI 6OF21 1e91 MD-6470.0 E%IE PR V PRODUCTI RlyyoPgg. BUI1 de ND0.-No. 00706 5, L .�a Ib ., �t'���- QT FSOft1OP.: G\?�� DETAIL 11 OPTIONAL NON- o INTo lMs9nnv STRUCTURAL :I;,:� it ANCHORS FOR INTERIOR POCKET u JAMB NIEROfl y 91 m SEEFI01. 22 INTERIOR POCKETS MUST -j THIS SHEET INCLUDE A NONSTRUCTURAL, FRAME JAMB TO REDUCE THE eN POSSIBILITY OF WATER .: Jj 21 d INFILTRATION. 1/4'MA%. 1e •-i':: POCKET BY OTHERS, SEE NOTE 6 BELOW... EMBED : ` `.� •::•' : :"-.•'. MF ME �..,.' is j'y. _•t�,., ;�:. .:. :..- .!.. TYP. ANCHOR TYPE, EMBEDMENT, L EDGE AND EDGE DISTANCE PER• DISTANCE SUBSTRATE, SEE TABLE A. SHEETI a NOTE 3, BELOW INTERIOR POCKET METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; ANCHOR LENGTH TO IE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE TDU DETAIL 13 INTOMETM EMBEDMENT 1(4" MAX. F ERIOR V EXTERIOR POCKET Enexmx DETAIL 12 INIOMASONBY _ EDGE 4CHOR TYPE, EMBEDMENT DISTANCE ^; AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET IBNOTE 3, BE LOW EMBEDMENT I. :'. .. E%,mn 9a 1/4' V CONCRETE/CMU Tx'. -PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET S NOTE 3, BELOW_ ANCHOR i EMBEDMENT// PT. '7(�E 114" J MAX. SEE RD NOTES 1) DETAILS APPLY TO 2; 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1, 3) SEE SHEET 13 FOR ANCHOR LOCATION B SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMEMS. 5) INTERIOR Oft EKTERIOR POCKETS APPLICABLE FORALL INSTALLATION METHODS, 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVALA ND IS TO BE DESIGNED BY OTHERS AND REVIEWED SYTHE AUTHORITY HAVING JURISDICTION. EXTERIOR POCKET EDGE DISTANCE PERANCHOR REQUIREMENT. ANCHOR LESS: mm I �1-112� FOR DOOR HEIGHTS OVER 96" 21.9" 10 q MAX. O.C. 99 O RE 91 x, 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 IT. ANCHOR DETAIL 14 INTO WORD 8— n E I In V 29 EXTERIOR POCKET 191 ALUMINUM SLIDING GLASS DOOR,NOA I III P-HOOK EXAMPLES, HORIZ. XSECT. 1 e J VENICE, FL 34275 I y {,I III i1) 480 1600 I� SGD�-6470 t NTS G B OF 21 4 M0.5470.0 Explmtlon �.�12y1LYNNl4r,(2j' O ;0111sE YC( 11n, G6TD6 _ TABLE 1: Design Pressure (DP) and Anchor QutlRequired, configurations on sheet 2) (for all approved configurationsShee2) Use this table for: Door Unll Height 61. 84" 91 Astragal Relnforoement B29 68-05116"DLO Helghl 72-1511V DLO HeIBM eA-15170"DLO Height Lockstile Reinforcement#2501 R26 Anbhot Group Anohof GrouP Anchof Group Sld. Inlatlook Relnf0rcemenl#27 A B C D A B C 'D A B C D Design Pressure r127d/-127.1 Pt! +120/-120ps/ IN'.9/-102.9 psf 10-1/0' Heacusill CS+1 C3+1 C3ei C3+1 CS+1 C3+1 034­1 03+1 CS+1 C3+i C3YI 03+1 24' DLO Jamb 6 5 6 6 5 5 0 6 5 6 6 5 Wltllh Rhaok 7 7 7 7 71 7 1 7 17 e e B B= Design Pressure +100.3/ 406.3 psf +100,2/-100.2psf +85.3/-B5.3 psf 25. 10' HeadlSlll C5+1 (33+1 C3+1 C3N C5r1 C3+1 C3N C3+1 C6+1 C3N C3+1 C3+1 30" DLO Jamb 6 Wldlh P-hook 7 7 7 7 7 7 7 7' 6 B B B Design Pressure +92.8/-82.8 psf +BL3/-B7.3ps/ +73.8/-73.Bpsf HeaN$III C5+1 C3+1 C3+1 C3N C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3ri C3+1 a 36' bL0 . Jamb 6 5 6 5 5 5 6 6 6 fi e fi — Wltllh P-hook 7 7 7 7 7 7 7. 7 8 0 B 8 E Design Pressure +78.4/-78.4ps/ +78.4/-10Apsf +65AI-65,eps/ 37-118' HeetllSlll C5+2 C3+1 C3N C3+1 C5+2 C3+1 C3N C3+1 C5+i C3+1 C3+1 03+1 42' DLO Jemb 5 6 5 5 5 fi 6 6 5 5 0 5 Wltllh P-hook 7 7 7 7 7 7 7 7 e 6 B 9 Design Pressure +60/-60 psf 60/ +60/-60 psf +60/-60 psf q3.1/0' Heetl/SIII 03+2 C3 1 C3+7 C3+7 C3+2 C3al C3+1 C5+2 03+1 C3+1 C3+1 40' DLO Jamb 5 6 6 5 6 6 5 5 6 5 0 5 Width P-hook 7 7 7 T 7 7 7 7 B B 0 0 BUSED IN EXAMPLE ON SHEET 9 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE Bt DETERMINES THE WATER LIMITED (+) DP. RISER WATER REQON UIRED. IF SO, +DPNCE IS NOT REQUIRD OR S SHOWN IN TABLES OVERHANG IS PER FIG 1, A SILL MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2.3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 0) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A. /SHEETI FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE /CONSIDERED, SEE TABLE B1, THIS SHEET. # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR 03+1.3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). _ TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. TABLE B1: Waler•Limlled (+) beN9n Preside SIII Nom. SIII Max. (+) DP Piser HelBhl Allwred Nona 1-71/10° Sea Nole2 42 2-112° +30.7 Fsf 43 3417 +00.0 per 44 4-1/16" +80.0 PSI 45 45/e" +100.0 psi 1070TECHNOLOGY' N. VENICE, FL 34275 FIG 1: DOORASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATERTHAK THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. DLO WIDTH -NOM. PANEL WIDTH -0-9/16' DLO HEIGHT = DOOR H EIGHT - 11 -1/10 PANEL HEIGHT = DOOR HEIGHT -2AW VINYL SLIDING GLASS DOOR NOA JAI10/06/16 DP& ANCHOR QUANTITY TABLE Be JROSOWSKI NTSI1I 7OF21 1111 MD-5470.0 t:npimtlon *: No. 53705 Design Pressure fbr all s d Anchor quantities ,......H, ne Aheet 21 Use We (able (or. il20 BO' 04' BUD He1Bhl Vur� �,...�a. 90• 84-16110" DLO Height 1D6' t20" IUO 10B-AnehorGGroupelphl 88-iA DLO jjw Aoksill ReInfommenl Laaksllle Relnfomement #26 80-75/16" DLO Height 72-1fino charOrouelBht p HD INedack Relnfamemanl#28 AncahorGCup ABhor GrCoup ABhor GCup C D A B C D A D A D +1fi0/-!BO ! Ps A D +19L7/437.1 Psi A B +/20/-130paf Design Pmasum +169.4/-169.4 ps/ C3H C5+1 C5+1 CSN C3+1 C5+1 C5N CSN C3+1 G5+7 CSN CSN C3+ 19.118" Hea"111 C5+1 C6N C5+1 C3+1 C5N C5+1C6N B B 6 6 6 B 6 24" DLO Jamb 5 5 7 6 6 5 7 5 5 5 7 6 0 B 10 10 70 10 - Width 7 7 7 7 7 7 7 B B B B 9 9 9 P-hook 7 +133.0/-133.fi / H4/.B/-14f.8 Ps a119.B/d13.6 ps1 +B9.f/-f07.4 pal +67.8/-951 ps1 25-1/8" Dealgn Pressure psi C6+1 C3+1 C5+1 C5+1 C5N C3N C5N C5+1 C5N C3N C5+1 CS+1 CSN C3+1 C6+1 C5+1 C517 C3+t HBBNBIII CS+2 C5N 6 7 5 8 B a e 0 B B B 30' DLO Jemb 5 5 7 6 5 6 7 5 6 B 70 10 10 10 Wldlh 7 7 7 7 7 7 7 T 0 8 B 8 8 9 a phook N23.8 /-123.8 ps! +116,4/-116.4 ps! +98.5/-9B.6 ps( aB59/412.4 psi +753/-BLBPs( 31-1/0" pesign Pressure C5+2 C3+1 C5a2 C5N C5+2 C3+7 C5+2 C5N C5+1 C3+7 C5+1 C6N C5+1 C3+1 C5N C5+9 C6N C3+1 HeaN5111 C5+2 C5+1 5 5 7 6 6 e B B 6 6 B B 36" OLO Jamb 6 6 7 5 6 5 7 5 0 B 70 1D 10 Wltlth P hook 7 7 7 7 7 7 7 7 0 9 0 8 B 9 +76.7/•B2 +60.6/42 ps( } Design Pressure N04,5/-f04.5 pal N04.6/-104.6P6i +87.8/-BLB psI ps! C5+2 C5+1 C5+2 C3+1 C5N C6N C5N C3+1 -A 37-718" HeadlSlll C6+2 G7+2 C5+2 C3N C5a2 C6+2 c5+2 C3H C5a2 C5N C5+2 C3«7 8 8 8 a 42' OLO 5 7 6 6 5 7 5 5 5 7 5 8 B B 8 -0 Width Jamb 6 7 B 8 0 B B 9 B p f0 iD 10 10 P-hook 7 7 7 7 7 7 7 aBp/-BO ps/ aB0/-BO / W aB0/-BSPsf +60/-85ps! ,2 Design POSSUM aB0/-BO psi C3+1 C5+2 C5+2 C5+2 C9a1 05+2 C3+7 C5+2 C3N C5+2 C5N C5a2 C3+1 43-t10" HeeN5111 C5+2 C3+2 C5a2 C3N CS+2 C3+2 C5+2 6 7 B 8 B B 8 4B' OLD Jemb 5. 6 B 5 6 5 e 5 5 6 7 5 6 9 10 10 70 10 Wmlh P hook 7 7 7 7 7 7 7 T 8 8 B B 9 9 0 Design Pressu/e +74.1/-74.1 Ps/ +t4.7/-74.fpsf +89.0 R9-116' Hea619111 C5+2 C3+2 C3+2 C3+1 C5+2 C3a2 C5+2 C3N C5+2 C3+2 C5+2 C9N �• DLO Jamb 5 5 8 .5 5 6 8 5 6 b 8 5 P-hook 7 7 7 7 7 7 7 7 B B 0 e WIdl11 Nol available lnihese sizes. Design Press. +60/-60psf +60/-60 psI +so/ -ea sr P C30 55d18• Head/SIII C3+2 C3+2 C3+2 C3+1 C5+2 C3a2 C3+2 C3N C6+2 C3+2 C5+2 BO" DLO Jamb 6 6 6 5 6 6 5 5 5 6 0 6 P-hook 7 7 7 7 7 7 7 7 B B 6 S Width TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. _ acc cuFFTs 11-1 a FnR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, /SHEETI FOR COMPLETEANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUSTALSO BE / CONSIDERED, SEE TABLE B2, THIS SHEET. 4 OF ANCHORS THROUGH THE HEAD & SI Lt. CLUSTERED AT PANEL MEETING POINT AND i ANCHOR REQUIRED ATE MIDSPAN OF PANEL). TOTAL# OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK; PERPENDICULAR TO THE GLASS. FIG 1: DOORASSEMBLIES INSTALLED WHERE THE OVERHANG(OH)LENGTHIS EQUAL TO OR GREATERTHAN THE OVERHANG HEIGHT 15 EXEMPTED FROM WATER INFILTRATION RESISTANCE. Weter•Llmhad (+) onsIgn Pressure SIII Riser Nam. 61II Halghl Mm: (+) DP Allowed Nona 1.11/18" See Nole 2 42 2-1/2` +30.7 Psf 43 3.112' +80.0 PCl 44 4-0/18" +00.0 psi 46 45/B° +100,0 pal RENEWED r Ith the Florida OLD WIDTH =NOM. PANEL WIDTH -B-9116" DLG HEIGHT=DOOR HEIGHT-11-1/16"i p`1p14Y LYNN ggf�O/// PANEL HEIGHT=DOOR HEIGHT-2-112°1N;.•(>cessr '+FR g 14o. 59%OB . VINYL SLIDING GLASS DOOR NOA 10/05/15 _ (/ 0 DP&ANCHORQUANTITYTABLE& JROSOWSKII N. VENICE, FL 34275 @@ ALYNN MILK P.E W.'VIE CII. F 0 J SGD-5470 � ANTS � e OF 21 S$ MD-6470.0 "$ P.E455,05 EXAMPLE: 3-PANEL, 3TRACK, STRAIGHT CONFIGURATION -PXXX, PRAMERIOR POCKETS NEAR SPLICE INTERIOR MOUNT POCKET, 48" X 64- MOM. PANELS, Qo INTERIOR PocXETs _ MAIL LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED: +4B.----PSF —.11— P-HOOK ANCHORAGE DETAILS JAMB ANCHORAGE DETAILS SHEETS 9PL CE NOTE: ' SHEETS R BE ADDEUCNMLAS NEED D70 BE AOOEDIN FIELD AS NEEDEDTo HE IFA ALIGNTHVKs WITHIN AP SPLICE OCCURS WITHIN APOLNET. ---- 91LL SPLICE �'1 MAIL I' POCKETBY OTHERS,SEE NOTES, SHEETS / D:. SEE la INTERIOR I —CENTERLINE aEw ER ocN CENTERLINE '—'nccaNEt f DETAILS HEAD ANCHORAGE PXXX (3-TRACK) 4 INTERIOR 1__CEN/ERLINE OFINTENLOCK I CENIERLI 11 OFINTERI[ CENEERLIICENTERLINEOFPANELfo "E.-�w .LISTER. MET 11 SHEETII (MIN.I 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR OF +448.21- BB AT MOM. PANELSIZE OF 48 X84'.FROM TABLE 1, SHEET 7,THE DESIGN PRESSURE IS +BO%60 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION USING ANY mas.Rlll C7+2 ANCHOR IN GROUP A(SEE TABLE A), TABLE ph0000 6 1 SHOWS ANCHOR REQUIREMENTS OF: 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: HEAD(CLUSTERANCHORI: SHEET 12 FORTHE'CT'CLUSTERANCHORB AT THE INTERLOCKIASTRAGAL. HEAD (INTERMEDIATE ANCHORS): SHEET 12 FORTHE'42 ANCHORS AT THE MIDSPAN OF EACH PANEL. SILL (CLUSTER ANCHORS): SHEET 11 FORTHE'C3' CLUSTER ANCHORS AT THE INTERLOCYJASTRAGAL SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE'+2ANCHORS AT THE MIDSPAN OF EACH PANEL. JAMB: SANCHORS. SHEET SHEET 3FORGOR GENERLAYOUAL P-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL LAYOUT. F7r CATIONS OF CROSS-SECTION DRAWINGS. SHEET 10 FOR SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD & SILL: SHEET 4 SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET3 SHEET 21 FOR A BILL OF MATERIALS. P-HOOK: SHEET 6 FL SILL ANCHORAGE DETAILS pXXX (3 TRACK) END PANEL AINUI-IUR CAI-1 avo. DISTANCETONEXTCLUSTEA TO BE 1B.11B• O.O ORLE65 CENTERLINE OF END PANEL FOR SILL (SHOWN) AND HEAD, ANCHORS ATTHE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 25SI8'. OTHERWISE ANCHORS ARE NOT REQUIRED AS VINYL SLIDING GLASS DOOR NOA qq STRAIGHT DOOR EXAMPLE NTS III 9OF21 l$31 MD-5470.0 . S• MAX. EXTERIOR v MAX. EMjjRIOR v -Af HD, 0704 it EXI KODISPACE 4SG TPS DURASEALO SPACER STRUCTURAL. SILICONE FOAM WITH DESICCANT EM. GLASSY SUPER 'E SPACER®NXTT" XL EDGET"' 3e SPACER 3/18'TGtASS- 03 011�Ni (3 IXLEP O PRODUCT IS'EXTERIOR- OLAIEWIF002d3IS TOWASMTHEEMMOR W'I PRODVCT18'INTERIOR- GLA2ED' IF 02-0 IS TOWMDSTNEMENOR 1-111VNOM. GLASS DETAIL 7IWNOM. GLASS I SITE NOTES: 1) BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED, 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZED. "T" =TEMPERED N. VENICE, FL 34275 GLASS DOOR NOA NTS III 10 OF 211111 MD-5470.0jE4f =iTf Nn. 50%05 m SILL CLUSTER ANCHORS LAYOUT: ASTMOALOR INTERLOCK CENTERLINE 4• E%1ER10$ 24MCKCWSTER'03' ANCHOR LOCATIONS ASTMOALOR INTERLOCK CENTERLINE 4. OR 3.22" 3TMCKCLUSTER'CS' ANCHOR LOCATIONS ASTRACALOR NTERLOCK CENRiP.HE 4° OR M93.22V dTRACKCLOSTER 'C]' ANCHORLOCATIONS E%TEnflI V ASTMOALOR 'INTERLOCK CENTERLINE 4° EX Efl1pR 2-TMCKCLOWPO ANCHOR LOGlIONS CENTERLINE 4' ERIOF 3.22" &T CHORLOCATIO S ANCHORLOGTIONS ASTMOALOP INTERLOCK CENTERLINE 4" TTETNIOR 9.21 V 4•TMCI(CWSTER WANCHORLOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.375° 2.375" FORALLSILLS: Eedlsm c] + Jamb 6 Rhmk 7 VENICE• PANEL CENTERLINE ipw�q lu 2TIUCKINTEHHEOIATE •°L'ANCHORLOCXVON PANEL CENTERLINE ta EXTERIOR ID 9TMCKINTERMEOIATE 'N'ANCHORLOCATION PANEL CENTERLINE 4° EXTERIOR In TMm CKINTERMUTE • 2•ANCNORWCANONS 4° .TmcK INTERMEOINTE • T ANCHOR LOCATIONS v M CENTERLINEE 4` EXTERIOR �J 2-TRACKINTERMEOIATE ' rAhCHORLO CATIONS CENTERLINE 4° 'E to +I 3.22" ]-TMCKINTERMEOIATE oa•ANCHORLOGTIONS 1C It IC Ent R nR E%TERI00. 322" ID 1-7MCKINVIRMS01ATE 3-AH ORWCATONS 4-TRACK INTERMEDIATE • S,ANCHORLOCATION9 - ']'ARMOR LOCATIONS 'I -ANCHOR LOCATION NOTES: Rci nESFERTAA1TomleEOMAWNR aW. 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. onEWEmmEANCHORLCMVISDm 2)TRACKTO-TRACK DISTANCE IS 2.376• 2.375° FOR ALL SILLS: PiI RaeNSN 1 BROOUBQRrENEW Nmfd. `Np�O�CiLLYNNIM/((e,4i Je. 5 HOA-No. 15-1210.02 ��a1: VCENSp"•..N 'i P-hog, 7 Explm(I Oaf 04/21/2021 �' '•n'r Tt' No.507O5 VINYL SLIDING GLASS DOOR NOA $10105115 miv l- vPro uvl contrm — PG{� .. 0: n hrPLJnlaI nOATI VJSA �b' JROBOWSKI arnliG'6 f IUD NTS III 11 OF 21 oIl MD-5470.0 HEAD CLUSTER ANCHORS LAYOUT: A9TRAGALOR INTERLOCK Q" CENTERLINE EXT � 3.22" 2-TRACK CLUSTER-C9- ANCHORLOCATIONS ASTRAOALOR INTERLOCK - 4" CENTERLINE E%TEnR V 2-TRACK CLUSTER'CE' ANCHOR LOCATIONS -+I 3.22" E%T,IE�RL,IO' 9-TRACKCLUSWRTV ANCHORLOCATIONS 'AL OR Rl-K 4" ERLINE 322E EXTERII 4TRACKCLUSTER . 'C3-ANCHORlOCATION5 3.22" I TRACKCLUSTER-CS• ANCHORLOCATIONS ASTMOALOR INTERLOCK-+ 4" CENTERLINE NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, 2) TRACK -TO -TRACK 2) DISTANCEIS2.376'JR2375.1 FOR ALL HEADS: 070 HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL EX PANEL CENifRUNE 4" CENTERLINE I7{RI���� TER'. 3.2V E%TERIOfl �/ 2TRACKINTERMEOIATE 12- C HORL MEDIATE . vt'ANCHOHLCCATION '�2'ANCNORLOCPTIONS PANEL PANEL CENTERLINE $2p .75"E%TERIOROINTE],.ACK INTEWCATIONTIONS V 1'ANLHOR LOCATION 4.TRACKINTERMEONTE •N'ANOHORLOCATON rNONE r�offal �0 GLASS DOOR NOA ANCHOR LOCATIONS FL 300 34275 I SGD-547O U NTS 12 OF 21 PANEL 4 CENLERLNE xT�eaofl 3.22" v 4TRACKINTERMEOIATE WANCHOR LOCATIONS 4" 4dRA0KINTERME(PTE'"2' dd ANCHOR LOCATIONS ANCHORLOCATIONS NOTES: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375EIV237W FOR ALL HEADS: J ROSOWSKI ExpN.O.. o.m0412112021 II�T�:' NU. 6VU5 OPT. ANCHC TO AID ALIGNMEP OPT. ANCHOR�I_W.I, / TO AID IN IVI// ALIGNMENT NOTES: 1) SEE TABLES 1 d 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. FWM8PMTM aNG LHLNLCrallpN9a.'�rJNAe E Hea413111 C311 Jpmb 6 P-nook 7 JAMB ANCHORS LAYOUT (PARTIAL VIEW): � I'•— 2.375" —�j' u u u'r— 4.76° IH 21.8" MAX. D.C. EXTE OR 1� B" MAX. 2-TRACK FRAME JAMB ANCHORS JAMB NOTCHES Q 1"X .500" 21.6" MAX. O.C. 34RACKFRAME JAMB ANCHORS JAMB � a 7.126" I H MAX]MAX. 6. . F4-TRACK FRAME ' JAMS ANCHORS WEEP NOTCHES R END 01" X.500" JAMB I� (I IIII II �W NOTES:' i) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4•TRACK JAMBS, ANCHORS MAY BE LOCATED IN ADJACENT TRACKS (SIMILAR TO THE 2-TRACK JAMB) AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. (R TRACK WEEP HOLES f (8) TRACK WEEP HOLES EVERY 24" TRACK ES (10) TRACK WEEP HOLES (1) WEEP NOTCH EVERY EVERY24"@OTCH EVERY �— EVERY 24"aQOTCH 1.126" EVER; (1) WEEP NOTCH EVERY (1) WEEP NOTCH EVERY 24" @ 1.375' X.500" 2q' (o] 7.376"X.600" 24" QQ 1.375° X.600" SILL WEEPHOLE LAYOUT (2.3 & 4 TRACKS) PRODUCT RENT pl an .1thI 0.1181�6 now -Hp. 15- FSPlrallan uala 04l 1070 TECHNOLOGY' N. VENICE. FL 34275 (041)-480-1600 �VINYLSLIDING GLASS DOOR NOA IAI 10105NSI er mm -0 proaua 91 ANCHOR LOCATIONS C& J ROSOWSKI NTS 111 13 OF 21 I`3lI MD-5470.0 WEEP NOTCHES R END 01° X.60T um a4 i No. 60705 HEAD 900 CORNER CLUSTER ANCHORS LAYOUT: �q TER' R 1 H H n 1 4" EMEFIOf 3-TMCK00'CO.CC MCHOR LOCATIONS V� 'USE MERE -Cy IS SPECIFIED) I EXTERIOR 1-TMCH90'CORNER ', n MERE -Cr IS SPECIFIED) V (USE WHERE'CS'IS SPECIFIED) IV HeEEt9ul O 1 Amb 6 P•Ra6k 7 ERIOR 2-70ACK00'COMER 'G' ANCHOR LOCATIONS (USE MERE -Cy 19 SPECIFIED) 4- 3.22" EMERI01 3WTMCHSO'CORR •LORLOCATIDPCNS V (USEMµNEREERE'C6• IS SPECIFIED) ILL 900 CORNER CLUSTER ANCHORS LAYOUT: F-Pp.= ErIn 4 4° I 1 EXTERIOR' ONE2-TMCK90'CORNER RAMOK00.00ATiO E TEflI F� 'G'ANCHOft IACAT10N5 EMERHORLOCPECIFI (USEµMEPE'C6'I66PECIFIEO) V (USE WHERETT IS SPECIFIED) I 1TMCK00'CARNER E ERPIO -CCANCHORLOCATION6 V (USE MERE -Ca -IS SPECIFIED) rrwim 4- %TE EVER O 4TMCK 00'CCPNER a rRIOR, 4'ANCHBPCORNER "CMERE ORLUCALON6 +� 'CPANCHORL(CATCRI 'USE WHERE'CS IS SPECIFIED) (U9E WHERE'C0'IS SPECFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR OUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3)TRACK-TO-TRACK DISTANCE IS 2375" 2.375{{{ ` 2'375" 1070' 3-TRACK RLOCATIO f%TE0.1oR 'CPANCNORLOCAECIFI VR (NSEYAIERE'Cs'ISSPECIFlED) s6• Heedlblu 1 Jamb 6 P4wolc 7 EnpbuUpn '0p C 4" NTE Exr_ eR1oR 4-TBACK90'CURNE0. n 'CB'ANCHORLOCATONS V (USEMERE-CV IS SPECIFIED) VINYL SLIDING GLASS DOOR NOA ANCHOR LOCATIONS D FOR ALL HEADS AND SILLS: N. VENICE. FL 34275 (941).480-1600 th. Flodde Flo.5aT05 1 W= 5 ttE O(•=W` • , FLORRP'�t�G: S310NP� T�` III III IIIIIL` LYNN MILLER. P.E. P.E w7m 10105115 114,1 JROSOWSKI NTS III 1a OF 21 I$1I MD-5470.0 ib,IPE9 PEPTNNTO\IIE SILL fulamx6os•coN1fA 6Iu LL 135° CORNER CLUSTER ANCHORS LAYOUT: AM1Cxon WCAlgN6: AD 135° CORNER CLUSTER ANCHORS LAYOUT: �i, 1as 4„ 4° 4„ Heetl/SIII 1 - amb 6 EXTERIOg E%TERIO EMENOH� P-Nook 7 3.22" �j 4" 4 V 2-TMCN1a5•COPNER V 2SMCK195• CORNER 2-TMCHORLO.MON 3dMcrt va-eorv,cn •C6•ANCHR LOCATIONS 'C9'PNCHORUIDATIONS 'fA•ANCHOP LOCATION6 'L4•ANCNOP LOCATIONS 6u9 WHERE TV IS SPECIFIER) (USE WHERE'L3' IE SPECIFIED) (USE WHFRE'OS' IS SPECIFIED) (USE WNE0.E'C3.159PELIFIEO) AL jjjo_�T�EMR 4" 03.22- lu PRODUCT RENEWED 49 4" acomplYing MIN lhP 11011do 9YIIJIn9 f•'0 0 4" NoA No. 15-1210.02 F][�i 4".eKPIrKHon Oele 04/2112021 'I 9y 1]JIIFWLL KIERI011 °E%TERIOR 1-I I l ..22' V ].TRACK ISS' CORNER 3.TM'm'ANCHORLOOKim-CORNER 3TMCCHWORNER }TRACI(13'5-COMER •CS' ANCHOR LOCATIONS T4- ANCHOR LOCATIONS CATIONS IVSEWHERE'CS IS 6PECIHEO) 'CPANCHORLOCARONS (USE MERE -CT I6 SPECIFIED) (USEMERE-CTISSPECIFIE� (USE WHERE'L]•I6SPECIFIED) 4" 4. A° : \TRH, LYNN M"1A,N, 41 _ ° wo. hfiios 4 4° �. u �( I--C � ° E%TE OR %'00 Sri III 'bC- �(V` EXTE�RIIOR 3.22" i �C .A,(ORIDP. ,('9 .x OWE�EHR1111111. E%T24,,c fl - CORNER 4.TMCK135•COMER v 4'TMCK1]5•CORNER—ANCHRSIACAT10N9 ,,r ss/CNA11 , 4dRACK13yCORNER •CG-ANCIICRLOCATIONS 'U• ANCHOR LOCATIONS •C4' ANCHOR LOCATIONS IUSEMME-CYISSPEWIED) IUSE WHRE'Ca'198PECIFIEO) ALYMMRLENP.E. (USE WHERE •CTIS SPECIFIM) (U6E WHERE'CS' 19 SPECIFIEOI P.13A MISS NOTES: 1 ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. VINYL SLIDING GLASS DOOR NOA 10/05N6 flfiUneS PERTNxTomEfouoNWolu•conxEn ) HGONICNORLMMIn s: �,%UROSOWSKI 2 DETAILS DEPICT ANCHOR QUANTITY AND SPADING, AND WOULD BE K ANCHOR LOCATIONS E If 36 SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. e Hafid'SW 1 3)TRACK-T08RACK CERT.OP AUTH. IY[BRee Jamb 6 DISTANCEIS2.376° 2.375'PR6oK 7 0 TECHNOLOGY DRIVEFOR ALL HEADS AND SILLS: N. VENICE, FL 34275 qJV2.375" (941).480-1600 SGO-5470I NTS, 150E21 s4 MO-50.70.0 �,4 SPLICE LOCATION A" EMERIpR 3.22' 2.TMCKSPLICE 'C4'ANCHORLOCATIONS (USE MERE• CS' IS SPECIFIED) SPLICE LOCATION 4.75" [XTERIOR 4" fl 3TRHOT SPLICE 'G'ANCHOR LOCATIONS (USE Al ERE IS SPECIFIED) R{_ 4" -' 4.TMCKSPUCE 'G' ANCHOR LOCATIONS (USE MERE 'CT IS SPECIFIED) Flea sill c 1 amb I P-hmk 7 ifti 4"2'NS (USE MERE'GV IS SPECIFIED) STMCKSPUCE 'Co' ANCHOR LOCATIONS (USE MERE 'CV IS SPECIFIED) •cnGNvnwcnuon= (USE MWHERE'CS• IS SPECIFIED) SPLICE LOMTION 4" EXTERIOR p TEACH SPLICE 'DI'ANCHORLOCATIONS [USE MERE -C3' IS SPECIFIED) NOTES: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 4.iMCKSMIICE 'G' ANCHORLOCATIONS (USE WERE 'CT IS SPECIFIED) ABOVE SPLICES OFIGURES OCCURRINGINSIDEIDE OF A POCKETS EHE ASTRAGAL OR INTERLOCK FOREXAMPLE ON SHEET 9- TRACK -TO -TRACK DISTANCE 2.376" 2.376" DISTANCE 192.375" FORALL HEADS AND SILLS: 4) POCKET YOT OTHERS NDLOR CAVITY IS NOT PAT OF REVEWED BY THE AUTHORITY)S APPROVAL HAVING JURISDIICTION. D IS TO BE DESIGNED SPLICE LACATION 4= EXTERIOR jl 2-TMCKSPUCE V •�• ANCHORIACATIONS (IISERHERE •CS'IS SPECIFIED) FL 34216 4.1RACKSPLICE •00-ANCHORLOCATIONS (USEMERE-WISSPECIFMV) NTS Flaedl9 O3 1 Jam fi P-hmk 7 RENEWED WIth th. Flotltli ����SSfUIQA\• .``�` Innull A.LYNNMLLLMP.E. P.Etl 65ia5 DOORNOA $ 1010611E j& JROSOWSKI 10OF211141 MD-6470.0 PANEL'S RIGHT STILE TYPE SINGLE SINCLE FIXED LOCKBTRE ASTRAGAL ASTMGAL OUTSIDE BV ASTRAGAL INSIDE BE' ASTRAGAL OUTBIDEIDB• ASTRAGAL INSIDE IW ASTRAGAL PANEL TYPES INTERLOCK INTERLOCK STILE W/MNOLE BOX OUT BO%IN RECEIVER RECEIVER RECEIVER RECEIVER INTEWOROR OUT IN EXTEMORGLAZED SINGLE E F PP K L L TC TA TV T INTERLOCK OIR PDXWO NpXw) SINGLE 8 H P A C C SC SA SV S INTERLOCK IN nw nw„m W XED S FC FD FV FW }' SITILE RR RS W LOCKSTILE D AR/,�E J WIHANOLE ••• RoJ Tn ASTMGAL LR T U BOXOUT RmOVO p a U- A6 IN T N J Ep w AsNT CT CS CF U'I CEIPI REVER 0. a ASTPI AT AS DF �- CENER RE AS �' S " VT VS VF NEGEIVER IETN.RAGAL ,BE' WTI WS I WF RECEIVER LEFT RIGHT PANEL PANEL STILE STILE . PANEL TYPE "F'SHOWN. PANEL NOTES: 1) SEE DPIANCHOR TABLES 1 & 2, SHEETS 7.8 FOR PANEL SIZES & DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". 4) PANELTYPEMAY BE EITHER EXTERIOR(STANDARD) OR INTERIOR GLAZED, BOTH CERT.OFAUTH.N292 1070TEOHNOLOGY TYPES QUALIFIED BY THIS APPROVAL. SEE DETAILS SHEET 10. N. VENICE, FL 34278 (941)-480.1600 SCREEN PANEL TYPES DOUBLE p r r pgTRAOAL C M ^ � LOGNSTILE DOUBLE INTERLOCK JLOCKSThE ,.. �yJ ASTRAGAL SD JL�� LIGUEDOUBLE INTERLOCK IRA RL CK — w LOCKSTRE A INTERLOCK h UASTRAGAL yr+wwv'u LOCKSTILE DS DOUBLE BINDLE INTERLOCK TL INTERLOCK S VINYL SLIDING GLASS DOOR NOA I<PANELTYPES NTS 11117 OF 21 MD-5470.0 EKplmOon d LYNN 41,eeAO No. 0E705 iT 876 --�'I--10.036 100 N�10!oinil Q� O 0 1.6`01 2 fiQld�-�i r Q 9� 1 O1 2 TRACK HEADIJAMB O 4 TRACK SILL 8.250--�� 0❑ 100 ❑� 873 0 3 TRACK HEAD/JAMB 100 0❑ � O DaGI�� G7� 1 Q 3 TRACK SILL 10.625 1.813 �LM 1 QS 4 TRACK HEAD/JAMB Q2 2 TRACK SILL ff 2833 2.I 18 110 I�'-' 540 125 r.-•6fi0 930 `R .600 .W .301� FO ANCHOR PLATE Q TRACI( INSE OCOVER(PVER(PVC) RT -1'000 .949 I-�u�--.002 BOTTOM RAIL 11 SUPPORT 252 231 000 r 082 1.B13 1.435 IJ. _F� O FRAME SILL 13 LLTRACK COVER 2 ADD -ON 028 640 540 .5 O )02 19 EXTENDED KEEPER (@ KEEPER }83 .309 2.808 �( I � 3.483 ,12fi 070 2.768 •400 2,788 � 312 2.210 .300 1 1 2.025 .120 'I 1— 182 .120 1,182--2.291 .100 INTERLOCK.400 ASTRAGAL 0 EXTENOEO POCKET Q TOP, BOTTOM TOP. BOTTOM 2©IRE REINFORCEMENT. �ftEINFORCEMENT, ®REINFORCEMENT ®INTERLOCKADAPTER AND STILE HEAVY-DUTY REINFORCEMENT COMPOSITE REINFORCEMENT STpunean -3A62 1.472 25 3.208 '- 725 t2175 .070 0 NER ©135' CORNER @135' C'10 MO ASTRAGA L PASSIVE MOUNT .210 .252 -�r1211 1 WLiNe' Q1-ifl6" 02 BEVELED BEAD OGEE BEAD 3.713 060 1.170 135' CORNER ASTRAGAL CAP, EXTERIOR Er-.291 .061 11- 1� I� RLOCKCAP, 10 EXTENDED POCKET 2.060 j�-- 1r I .060 17 P-HOOKADAPTOR 094 r 291 061 229 2.975 y I+- 3.000 7 .07fi� 1.406 Ifz.eD7--1T � MENT @ REEIINFORCEMENT @ FIXED PANEL CLIP Q BAR COVER INTERLOCK ADAPTER PANEL STILE, TOP 3Q ASTRAGALADD-ON QAND BOTTOM RAIL 3 8 I�-3.345 NOTES: L019 1) SEE SHEET 4' FOR SILL RISERS. 09D - � 3.345 .OBO p) SEE SHEET 20 .046 1.600 3.247 FOR SCREEN PARTS. .065 .229 go' CORNER 3) ALL DIMENSIONS NER 135•CORNER 00'CORNER 40 ASTRAGALCAP, ®A57RAGAl CAP, IN INCHES. ASTRAGAL CAP, ©ASTRAGAL EXTERIOR INTERIOR INTERIOR VINYL SLIDING GLASS DOOR NOA FL 34276 I � .c�011I NTS III 18 OF 21 IVI MD-5470.0 R'7132 r 125 Lr 2.141 -� r� �329� REINFORCEMENT ®PLATE r-- 2.89B 2.0F[+.ago 9 INTERIORJAMB COVER Baplratlon JW, No. 50705 1)INSTALL JEDCLIP INTO PANEL USED .LATION, SHEETI STILE ,(3) 910 X JJ1.61 SIAS / 2)INSTALL CLIP HEADER BLOCK TO HEAD INTO FRAME ATTACHMENT ea HEADER JAMB& INSTALL ONE BLOCK AT BLOCK SUBSTRATE, SEE EACH INTERLOCK. TABLE ATASTRAGAL, INSTALL ONE SLOCKTHAT SPANS BOTH PANELS. I � I a l-.f21114" MIDSPAN OF EACH FIXED PANEL -TO -FRAME JAMB LOCATION. #BX,aa I III III II�IIIu BOTTOM RAIL rl SUPPORT I (2)/110 X4'SMS RT TIHROUGH SUPPORT, ex INTO PANEL INTERLOCK SILL RETAINER CLIP ATTACHMENT INSTALL ONE ASSEMBLY AT EACH INTERLOCK PANEL ASSEMBLY ALL PANEL CORNERS WELDED, NO ASSEMBLY FASTENERS JAMB TO HEAD ASSEMBLY INTERIOR EXTERIOR ,TES DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. SEE SHEETS 11-10 FOR ANCHOR LOCATION & SPACING. SEE TABLES 1 A 2 FOR REINFORCEMENT REQUIREMENTS. CONTINUOUS ANCHOR PLATE, ITEM H&, IS REQUIRED AT ALL FRAME VINYL SLIDING GLASS DOOR NOA I /191ACCESSORIES INSTALLATION VENICE. FL 34275 NTS III 19 OF 21 Ig 4I MD-6470.0 KEEPER TO JAMB ATTACHMENT 'RODUCT RENEWED mmplxl n.pwlth the Florid BOX SCREEN DETAILS: VERTICALSECTION EXAMPLE HURILV IML �c EXAMPLE :a1-r.Bo2 BOXSCREEN 1al OBOXSCREEN BOTTOM RAIL 102 SIDE RAIL --11—.062 - '-"- io9 SSREEN 1a SCREEN BOX 109 BOXOSCREEN INTERLOCK SNAP -ON ASTRAGAL BUG FLAP ADAPTER 1.300 01.487 1�r` 1.46857 Imo- � 050 --�- 1 bi' .880 AD oSTQA� N mILX SCREEN S BOX SCREEN EARASILL ADD -ON AND JAMB ADD ON ADAPTER STANDARD SCREEN DETAILS: VERTICALSECTION EXAMPLE N. VENICE, FL 34276 HORIZONTAL SECTION EXAMPLE . U 22 91 121 U2 HORIZONTAL SECTION EXAMPLE LH-1.081 11.202 � t.778 1.778 835 A50 Q50 ---o— 045 REFN t31 SCREEN SCREEN ANO AME SIDE RAIL, ,IL LATCH ADAPTER PRODUCT RENEWE PI InO wI1N the F 1.435 L� 9ulialu6 ode 15A 04 @11: 1/ .TB2 I GpVanen Dale 062 Mlpm- a oducl Go 1R3SCREENVINYL 121SCREEME NSILL ASTRAGAL ADAPTER SCREEN VINYL SLIDING GLASS DOOR NOA SCREEN DETAILS `.�pMy LYNN Ab4 �:� '• �: IN INCHES. 10106N5 .' Yr. 14o. 58705 8a-•1nulD,.. q ALYNN MILLFA. P.E NTS 20 OF 21 g4 MD-5470.0 �$ p,Ed NI109 N6LC 'ry PartN Description Material 1 '19W7 2-11rack HOaNJamb Rigid PVC 2 19002 2 TmOk 9111 Rigid PVC 3 10026 3-Tneok HoedlJemb Rlpld PVC 4 70020 3-Track 9111 RIDId PVC 6 iB021 4-'hack Head Worth FIR Id PVC 0 iB020 4Treck 9111 Rlold PVC 7 10008 Frame Screw Omer Rigid PVC 8 19031 Anchor Plate 8083-TB Alum. 9 iB007 Track insert 0003T0 Alum. 70 iBOB4 InlegOck Cap-Exlendod Packet RIgId PVC 77 1803E Bo110m Rell Supped 0083TBAlum. 12 70000A Outer Slll or 605346A[um. 13 18011 9111 Tmek or RIgId PVC 17 18032 P-Hmk Al 6083-7113 Alum. 10 10020 P410ok 60WO Alum. 1B 19047M Extended ,per 6053-TB Alum. 20 18029M Kasper 60B9-TSAIum. 21 1901A Relnroroempnl Ber Cowr Rigid PVC 22 10030 Reinforcement Ber B005-T6 Alum. 23 10037M Fixed Panel CID BOBS -TO Alum. 24 18035M Reinforcement Plate 6003.70 At... 26 20 iBO17M tB040 Top Reil, Sahara POR and i- K5111e RBinfememenf umb-T6 Alum. Care .]I. 2] 18010M Inletlock .300 Reinforcement, Sid. 6006-76 Alum. 28 70013M Inledock.400 Reinforcement, HD mono-16 Alum. 2D 10019M Aetregal Reinforcement 6005-T6 Alum. 30 1BB33 Extended PBokel Inledack Adeplor 0003-TBAIum. 3t iB00B Inledack Adeplor RIgId PVC 32 18000 Aelregsl Addon RI91d PVC 93 19004 Pene1311b, Top'BBtlom Rell RIgItl PVC 34 to Interior Jamb Cowr 8003-TB Alum. 35 190T0 13fi• ComerAelregel 6063-Te Alum. 38 19071 136'Cornar Astragal Peaslw Mount BOB3-TB Alum. 37 19078 135•Comar Aslropel Cep-Exl. RIgItl PVC 38 18080 t36' CBmerAelregel Cep-Inl. Rigid PVC 30 10078 BO•Comer AslmB01 6003 TB Alum. H Par1H Description Material qp Al 42 q3 8007 90'Comor iBOB2 1B0$6 1902TA Astragal Cep -Ext. BO'Comer Aelregsl Cep -Im. 8111 P1sar-(2-1/2") SIII RIeer-(3.112•) RIBId PVC RIgId PVC fi003-T6 Alum. 8083T8 Alum. 44 78023A SIII RIeer'-(4-1/10') p003-18 Alum 46 19024A SIB Riser-(4b10`) 0083dB Alum 50 710800W .78]' x .320' Flnseal (Stile) 61 7tOBfil(. 1-t/2' x i' % 3/4' Fln Seel Oml PIUB 62 Bp ]7898 419091 Dusl Plug InletlOok Cllp Cowr PVC 07 78163% Tendam Roller Assembly SS 02 70i63N Tentlem Roller Assembly Nylon B3 ]BX75FPTX HB x 3/4- Ph. FM EMU do 14011a1 $ ROuu SS 0q 85 4t9042 48052 Frema Hceder Block Roller on. Halo Plug Nylon PVC 00 49385 4 Hola Bumper Slop PVC 67 78%114FP7% Hex 1A4' Ph. FH SMS ®Bumper5lop SS BB 718980 SI0 PIu0 PVC fiB 7BiB6X Gaminl Mortise Look Mang TAmile le SIaSSss 70 71 77032MFPFX whoa 10-32 x 1' Ph.FH MS ®Lock Handle KO Cast no 76 Kommeding 4SG 1PS SPecer System See Sheet 7p Cuenex Super Spacer rr%rwith Hol Mall Bulyi 10 for 77 Cuanax Dumseal Meladols 7g Cardinalo- Edge Spacer 7B 02 190A4 OOW ComIng 095or GE-7700Beckbedding Dewled Bead Silicone RIgId PVC 83 1B0g6 1-1/16' D900 Bond RIgId PVC Be 7172BI< Selling Bbek t-x 4'x 1116'. B5+/-5 do.. NoOplan. g0 ]SIPS]% H8 x V Ph. PH EMS a Frame Assembly SS oil 70X114PHPT41OX HB x 1-1/4- Ph. PH EMS ® Relnf. Ber SS 92 71UXIPHPT18-OX N10 x 1' Ph, PH SMS ® Rdl SUPpE SS 83 770X116PPX 170 x 7-1/2' Ph. PH SMS ® Fxd. Pnl. Clip S9 94 77 Fn.-HPT1$8X N,E.F 2'Ph. PH SMB ®Relnl. Plate/AsIt. &S 85 71420X1.26FPF% H12X2-1/4'Ph.PHSM3 (d}Htlr. Bleak SS BB 710X7.75PPX NIOx 1-3/4' Ph. FH SMS ®Keeper SS p7 I 77p."A Hwx314-PIn PHSMSd Fxt.Pkt.1nL SS I NtlLC Al V: ovn oVnc�� Part to DescdPllon Materiel iW 122b8 Box Screen TOPRell.T6a 101 12267 Box Bermn SMOM Rell 5=1 lox 102 12268 BBX Smeen Slda Pell AI OB T6TB 109 0442E Box 6crean NleAak N 104 77397A Bm 8crean BnalXon Bug Flep 80031E A) 105 84345 Box 9neen O%D Astragal Adepler BC937BN 100 17349 Box Screen Aelmpal Adepler 6IMTSAI ip7 19039 Box 6crmn Fmma Sill Addm 60891O AI t00 79030 Bm Screen HeedlJamb Add. 600970 AI iD0 720X7X N7420x i"M9 (gT Rell SS t10 720XI12`( p1420N1-112'MS�Bdlom P411 68 111 7t783G War Rt SaeI 712 B1B05K Wslv..l0T x.60O'�Bu9 Flep '. 117 7SRA2 51Cndere Rdler NYIm 174 78PAX HD Rdler S6 116 wrlee 6craen Lockbg Herduare Steel 118 418063 Eamon Keeper 61eo1 tt7 70%IPPA N0x 1" Po. PH SMS Steel tiB 169713'4 Screen sdlne-.160"$.105" Vinyl 110 1018C23 Screen Ddh Flborglete ARD SCREEN lAbLe N E: STAND Part DocarlPflon Materiel 120 12033 Screen Frame Roll BW3 T5 At 121 12028A screen Flema-Sitle Rell (Letch) 000315AI 122 173B3 Screen OX0 Aetragd A4a 8083 TO Al t27 4B53K S4man Vinyl Aahe9e1Adepler Rigid PVC 124 78012B Frame Slll Screen Add on 8003 TS AI 125 6FPB5K Bug Flep, 85./-5 dune. Vinyl 12B 70X112PBA7S HB x 1-tlV Ph. PH SMS (Aeeeml%Y) SS 127 712027 Carver Nay Wheel AeeemWy (8lendard) Ian 120 71202]99 Canner Kay Wheel Aeeembly (HD) S6 129 wdm Screen Lacking Hardware Steel 130 710XWPPSDA%H10x814'Ph. PHSMS—Spreen--L S9 177 ]BXI2PPSM5X NBx 1/T Ph. PH 3MS �D]elast. SS 732 10B&314 eoroen Spllno-.145' I —., 133 101BC20 Screen Ciolh Flherpleae SLIDING GLASS DOOR NOA IMI'lufuonc I LIST 14J ROSOWSKI No. 611705 , .Y rNVENICE, m.oNOTES: ECHNOLOGY DRIVE �$1) ITEM31! 74-i6,48.49,63-59, 72-74. B0, 81, 84, e5, 87-OB, 98 $ gg ARE NOT FL 34275 Ls ALrNNMRLr94,P.E. USED AND ARE NO7 PART OF THIS APPROVAL. ISCD64701 NTS 21OF21 s4 MD-6470.0 �t P.E.PemOs 80 1000 9128/20'16 - Florida Building Code Online f �t y,, BM Home Log In user Registratl on Hot Topics submit SurrlNarge Stats & Fatts Publimtions I FBC Staff BOS Site Map Links SeardN dFloridao F Product Approval rj- �' LSER: Public User io product Apvroval Menu > protlpR or Application search > Application List > Application Detail ... FL at FL261-R10 '.4 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. Comments Archived Product Manufacturer PST Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature lens Rosowski jrosowski@pgtindustries.com Technical Representative lens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jroSowSki@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 TAS 202 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/24/2016 https:/Avww.floridabuilding.org/pr/pr app od.aspx?param=wGEVXOMDquauoolwmuGtbIFAQLKHcHzWhQNu0n3l9cp/u3d Year 1994 1994 1/2 9/28/2016 r r Date Validated Date Pending FBC Approval Date Approved C Summary of Products Florida Building Code Online 05/25/2016 05/25/2016 FL # Model, Number or Name Description 261.1 Mullions for All Doors and Windows Aluminum/Vinyl Mullions Limits of use Certification Agency Certificate Approved for use in HVHZ: Yes FL261 R10 C CAC 16-0218.03.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL261 R10 II 16-0218 03.odf (NOA) for product performance information, and mullion clip Verified By: Miami -Dade BCCO - CER anchorage details. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: aaci .—;' Contact Us :[ 2601 Blab Stone Road Tallahassee FL 32399 Phone: 850-482-I824 The State of Florida is an AA/EEO employer. Copyright 2002-2013 State of Florida.:: PHvecv Statement:: Accessibility Statement:: Refund Statement Under Florida law, email addresses are pudic records. If you do not want your a -mail address released in response to a publk-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.215(1), Honda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have e. The enrolls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which an be made available to the public. To determine if you are a Ilmnsee under Chapter 455, F.S., please ditic here . Product Approval Accepts: 7- 910 9 Credit Card Safe Imps:/Avww.Boridabuilding.orglprlpr app o.aspx?param=wGEVXQwtDquaucoiwmuGtbIFAOLKHcHzWhQNuOn3l9c%a3d 2t2 M IAMDADS 1111Ad1I-DADS COUNTY 1 PRODUCT CONTROL SECTION DEPARTNIENT OF REGULATORY AND F.CONONIIC RCSOURCBS (RER) 11805 SW 26 Strect, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315.2590 F (786) 315-2599 i w .mtamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 This NOA is being issued tinder 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 DESCRIPTION: Series "PGT' CliuDed Extruded Aluminum Tube Mullion— L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10110/14, 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. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/scries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOAH 14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2, aswell as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16- l.8.03 MIAMI•DADE COVNTY J Expiration Date: May 26, 2021 Approval Date: April 14 2016 Page 1. PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Mo.10-08.I9.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 09/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lyun Miller, P.E. B. TESTS 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 "Pest 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 clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted underNOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5t" Edition (2014), prepared by manufacturer, dated 01/29115, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Mantle a ez, P.E. Product Cunt of Paniluer NOA N . 6-0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated February 15, 2016, issued by manufacturer, signed andscaled by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. E.P.emnManu ProductContr r NOA N23 Expiration Date: May 26, 2021 Approval Date: April 142016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE OPENING' MULLIONS — — '// SEE OETNIS I/'I 1 II / VExi. VINTX LENO THE MULLION ONLY, ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR HE STALLATION. TYPICAL APPLICATIONS ME SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE ICED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, FLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS IDtn foxvERRDPlnwLl---1 AR STOBE HAVE BEEN TESTED AS'FREE-FLOATING' AND 00 NOT NEED TO BEDIRECTLY ATTACHED TO THE MULLION CLIPS. BUT SHALL sEBBErAILs I VE A GAP OF MORE THAN 114- PRO. THE CUP. %%W'CRI9ED INeiOE Slwµouw+ NOT 3) HEAANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINCLOADS CORRESPONDING TO THE REQUIRED �� �. MORE THAN VIBO. THE 1135TRESS INCREASE WAS NOT USED DESIGN NCHORRV LULUON, ARE CALCULATED TI FACTOR USEDFORTHEEVALUpTIONOFWODpSCREWS. Y f IN THIS ANHOREVAWATIpNTHE 1.6LOAD DURATIONFACTORWAS �HOBR(nT� MALL LENGLM ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: y LEN4iM �.._OPENWO WIBIH� � _ 1 OPENMB MBLL r xEIGfNT � LENGLN SINGLEMULLION SINGLE MULLION - \ SEE CORRESPONDING DETAILS MULTIPLE MULLIONS `. FROM FIGURE I ABOVE STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ANSIIAFBPA NDS-2012 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL, ADM-2010 •AISI-SI00-07IS2-2010 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND 15 BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET M. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL Be PROTECTED AS REQUIRED TO PREVENT REACTIONS. B) REFERENCE TEST REPORTS: FTL-6443; ELCO ULTRACON(AGGRILGATOR NONS 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLYTO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS RAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTNIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA MULLTO 2X MULLTO 1X INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT ILBSIFTI) FOR THE OPENING USINGHE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FITTHE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS'RECTMJGULAW OR TRIANGULMaRAPEZOIDAL'. 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBWEP) FROM TABLES 1A THROUGH 18A ON SHEETS 6 THROUGH W RESPECTIVELY. USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY)L THE MULLION CAPACITY (LBSIFT9 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT REISI l FOR THE OPENING OBTAINED IN STEP 1). 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE W THE NEXT COLUMN ANCHOR CAPACITY REQUIRED US). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY fUDSI TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CUP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. T) IF THE MULLION CAPACITY (LBSIFT'1 OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIRFP ENT ILBSI) FOR THE OPENING, YOU MAY USE THE 'ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITHTHIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FORTHE SAME SUBSTRATE B) VERIFY THE DESIGN PRESSURE RATING (LBS/FT') FOR THE FENESTRATION PRODUCTTO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LIE&MI OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALLAPPLY FORTHE ENTIREMULLED FENESTRATION PRODUCTASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR APERMR. �" No. MICE DETAIL A: DETAILS: -muwoN TYP..WBSTR -mAUGH MULLIOIsATTACHED TO IX EucnsTRIP MULLION TO 2X WOOD BUCK /"-'SEE.56 TAKES CHOR OR WOOD FRAMING WOOD SUCH AND MASONRY ATTACH.ENT seesEE TAeLEs I.M. (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) SEEBYOTimei; /-pULIION 1 SHEET 1. L I 1 1 I a SO F ONO � .• EDGE 1 I SEE SHEETS � � I CONCNEEOROtN � ICI gSfuC¢. I IlQ 1 1 ]14]FONXf6E 4 I I. I .I SFE9FETABLF9 TNE �a LOCIdgNS ANOVA161Se ETMJDMDO 1 m 11 FORNASONI"' OFFSET bYJLL a EDGE m e I FWl E1/SOW1r OLSTATIM / I ANCHORS WSTA, 0BY II \ ;T„E. I I SIDE VIEW TMSAETNOO 2WL"FOR aJ \ \ ALLITIlDON9 + EIIHFA THE OF e \ J \\2 BTN ET J._ OFFSETNULL aw m reE J, • INSTALLEOBY EXTERIOR A a �.�' TN1s METHOD EWE DISTANCE 4 FOR ./�\\\. OTEHCOMMND 00. RS ANCHOfl9FOESEDCP Is EXTERIOR mlloowsl eu Dnur NAOBEU3EO fOR DIXEII FRANE TPFS. TYP. AYCMOfl PER SVpBFMIE. SEFiAB1E91&108 BueK4iwP _ Axo ATFAd1NENf T SYOT ERS FAIBEDDENf� 9XEET 1. MW 2,1 K61 CONCRETE ON OVU• FRONTVIEW PRODUCT -.... m vonlDlyin ' ... SIDE VIEW nwlems� FRONT VIEW A.aq�a BvpiN Inl INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ]) OUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHORTO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A O, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMPDADE COUNTY, USE ONLY MIAMWADE COUNTYAPPROVED ELCO ULTRACON OR ELOO 1/4' S.S. AGGREGATOR MASONRYANCHORS. .rt � No. 58T05 AL DETAIL E: —I d2E•MIR MULLION TO MULLION DETAIL C: INTERSECTION NOTES: �•-[ MULLION DIRECTLY ATTACHED TO MULUD. A� (U-CLIP) 1) MAY BE INSTALLED IN TEE' OR-CROST 0 TIANDARD CLIP SHOWN)ASONRY STRUCTURE INTERSECTIONS. (S 2) MAY BE INSTALLED HORIZONTALLY - L! (SHOWN) ORVERTICALLY. N 1 "P. PNCHOfl SO EITHER mE 1—PERSUBSTMIE, 31 SEE LLCLIP DRAWINGS. 21-23 .5 F 9T=TflER i sef TAHLf5 ma3s FOR CORRESPONDING MULLION. _. oFFssr Muu \\ TOP VIEW MUu104 0 DrJ CSTAAt YSE 1 EpGEDISTANCE W INSTAISTROU d I'Q1-FORANBORRY VARIES —1 J W 1X15 _METXOD I B ^ ANCHORS •'� /1387EEL BC11EW5 _ I a SELPDURMNOORPS.R,LL a N MVUUMANOUSESM51 B1 SO 00 O MDLLIOH J EXTERIOR �` 4 e O EOGF OISLM'CE \ THEOFFEET CUPPIS Z F`OR=�/ RECOMNENCEO FOP _ }� ..RT—'N ��° 1r iW FMMEO `� GIRFERSECTON ANCHORS ^\ I WINDOWS, BULIMY LLCLIP use Be USED FOR EXTERIOR ¢ to / OMERFMME WPES. z iYP.INCMOfl ��-_ 4 Q 0 PERSVBSTMTE SEETABLE5I8'II1 V see 511EETS 31-3IFOR y Fyqq gO �' TYP./NCNDR XOtE LOCATI0N9 SUESURAYFN g L USSR TRIPSEETAmEsm.ue FRONT VIEW p '•. , . MIN 2.T KSI C ON CRETE OR CMU FRONT VIEW 1,.' MIN 3.T KSI CONCRETE OR WU SIDE VIEW INSTALLATION NOTES, H ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHFAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI'DADE COUNTY. USE ONLY MIAMI'OADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4• S.S. AGGREGATOR MASONRY ANCHORS. FRONTVIEW EXTERIOR DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SH NOTES: 1) FOR 2X WOOD -BACKED STEELSTUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 6-20, FOR QUANTITY OF SCREWS. SIDE VIEW SIDE VIEW `p"O\Aq LYNN afq�� A4�. J lY'�'pC,ENSE •• 4 w_ Cl EXTERIOR EMERIgi O DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DEIALS AS. SHEETS 2 NID 3 FOR INSTALLATION X TO SPECIFIC SUDSTPATE3. INTOWOOD,STEE4 AWM. CMU OR MP30Nlry 0 I G) NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.2' X2.11' X.125• MULLION. 2) SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 2H23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL G: DETAIL H: ANGLE MULLION CLIP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) Q Q IIEW IN. 2) DETAIL 0: SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES ISO OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. p`C�.1 IYNN 2M1� q0� 10£NSE Fq i .IF i NO TV m TABLE 1A MWIllmCnaoftyTabl. Ib Openingr(Turwrl] sPolerpml�alw)or Opening HOIBhllfarinlllol3aLy-sPprnilg nin n+lfiww) mo. ReclenpWel 1n AW. 11n M[InpAn m.aq 1n plfAelg. WANLw1^Alum. HON fletleyev Reprttln0 IwN Penes B inlRAep. P[clnaln SpN TnpT0en0. RegenONu win 'Teprt nP Rfligi IOIn neyrAmp. Pe[Inpeel WN RepTfery. RclepWu BON T1WlINnO. 11.21t.126 leetlNO Lvm'np Lw6n0 betiiW ,pLO>dry eePnB Wedw wimne U." bepnp $gMu'l10n Tub£ dg@ y� % % d a ng5 � � �� � t p if if R5'3 a if if if 19 !� e"d� 3 a"'d 111.0 IM 79.0 Ia love Ill w.9 IH la.e ]IB pLl we Iw.o ]IB ai.v la Ia.O au le.e Ia 1a.0 a0 Sv.v 100 Iw.O av ».0 Ia fa.0 am 12M ul.v Iw VIA In 012 we 2w 11.0 312 ev3 2M 9.6 "I a,0 Ne al.x 311 61.0 1N Me %1 e1.0 1u %A %1 zla 1N ee In ILp %1 Ile zw 02e %z nA We We 311 Br,0 U. b.6 312 432 NA I01 ep.0 11B 220 2e1 IPS RIB bA0 LI 11.3 MB w.0151n w.B 1el IOA 3H w.2 x01 a1.6 2]0 eb6 2pl BS.l 1N ]00 IU 521 2II ».6 I01 w.l 3M 31.0 201 II? 11I NI SB.1 1% 1&1 1R ie.t 1% ab e20 Ni SL0 207 610 N7 w.0 I 9A 311 14e DB 5].B NT 11.I IW 30.3 NI -4 IW 'd.] 311 IM 1% 21.9 Nl MI I% IBA B win »,1 3% I12 110 1L0 100 ]SA 165 V. IH 21.6 l6] N9 2H 28,9 Iw 11.] 30 IL1 100 I1.2 30 31.0 101 feA 10 2A,0 11B Jp wN 0.1 I11 ]Sa Iw x1A Ibl ]1] 152 n,1 03 X0 149 10.1 I61 24.5 1N lae I01 Re IH 16.0 101 11A 113 2 we, 10.e 165 10A N2 21.. $05 -A UB 111.6 Iw 21.I IM IB.O Iw Ill IN 121 n2 lag 2]-0 110 I-6 I]0 IB.p Ile ILB I]B 11.6 IIB Ill 15.0 12e W7 lw 7 12] lae IN mm 17.p ue uA lw eunumu mgeclTY Anms' TABLE 10 Ancllarca ecl Table IOe fRH GAU FI SWW Melel 8ubinle 21k OA[lelo SSk fare. IWIex CMU 111.96 Eke Y15'Elm 11165 Eq° Ff=`I a1.130 0126W N¢tl°17YR'. JIIP EkO UflmvOn 11P Ek°UISwm 5'1B'Eka 916-Ek°NBnm I/P EaOLI7. AapnOelw UWnm ApylO10, 6°ttw (GSl 6eml (OH 9n<,v 1U51 Anehpr Cllp pettem] UIBwm 1' 24R 1' 1-IrC Y S]IT Y O31' 0.3R1' Eq WgM<IInR 1' 2�IR' 1' L1? }f15` F111• 1-1N' to/9' lit! 1' 1.18' -31 1iR' wM< Emmanm11M1 OYI' I-YI' 1Y1" L]11' Y 1HIM I-tll• u1N• 2101Da ]w lei tab 1w Rv ]il lb w11m a0A Nllm 1<Rlb 2 M+v®Ll]-MN.O.G/91eMW w04NPq(Fq. tl: ]w. twit. 'No fiHW twit, WA WA WA WA WA wNH H514 oo 11201W loom IArcSo+®1.IF Mh G.Gf51eN<tl (w Ohvll COp6b. Rt Iwm. IWb WA WA WA WA 1161M W.I. ISpRIa WRka w51m 11P R. IArcIW11®]•M1n G.G 1121 ]<SMple Lllp. ](iq. ]I lw'b I%It, w 6lSw m Ilm I.... Wool, W WA Iw W. WA WA WA kIA Holm 2 A.hlna 15"4Yn 0.GIU4¢, ellv.l]SAYm.(iq. 41 WA WA WA WA WA WA WA WA WA WA 11]W 110b ]Rift, RwN 1 MI,v IF{tlp lFlp.51 1ESW 1911m 136 b. e15b ]232a 1N pv IIOIm ti11a »a R1 leilm .U21m W Nlla 1111m We be, 2/xem®1.15'MY,A.CI FP q. el: 110b ]bM WA WA WA WA twit, WA WA III 1A NU I t: 5UX I Xt V YYtlt I ..Nr, uac i nc a,.nic nnv�.vn • �. • �.�.,..,..... �..�.. FIGURE I: FIGUR52r FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS, FIGURE 4: FIGURES: FIGURES: s • • TABLE NOTES: H SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.21 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3D1 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTIM GW, WOOD SHALL BEPRESSURETREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6061T5 AND BE A MINIMUM OF.125' , THICK. STEEL STUDS TO BE MINIMUM GRADE 33 AND.045' THICK 06 GAUGEI, STRUCTURAL STEEL TO BE AT LEAST A25- THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL N10 S 02 ANCHORS INTO WOOD MAY BE STEEL, VW3 S.S. OR 410 S.S. I11A7 �Y "211C5nevISEO I]mm01iIns wIM m: Fir�{ Do,zi, Cony -0218; Ge'r e.�a� gl l By 0vr06CP TABLE 2A MUIIIOn Ca ee Table Iba1111 OpenMB Width Bare'LlaRt eb."I ekuka e) BB OpenMB Heipbf (brho TtOy-p To TV TLeMN PL[Al,gel mm bL.ka'. Pkneel aoln Rlawn; ink1AM 1 iLw9ne Pm�l�u Tnu ne flLmang 149IS O TLx61M kne Rwe9N table T[Lm51dn] R Wln in�Ink PlwdM' bellloin TLm Ra �v Aboo Tuie Alm�nw^B Imlarygly Ink �g a LNW pq j qq Pq g � qS BA tID.O O] ULJ 6R t100 I)6 IA1 161 1)LLB W] 11].B 04 IB0.0 61B IWa 15AB B11 Me all Wa. SIT )4] WR tWA Stl &.e S! 1WB Btl Wt 6.1 1al 611 qln AaN 1160 I21c W) Ile.O 101.1 ab1 11B.2 110 MB 50t 7-7 10] 10.0 Wl 1020 ]9D 6).0 501 %.B ]01 W.B WI a40 ]w BPl WI W.0 ]BB AIA 60/ M.0 ]W YO 6a1 PJ.d N9 ]Y ,A1B INS ]11 141 IW 00 ne Me dY ITS 360 5).B 4W Bl.] Nl IW W.0 ]d I]2 19B MO 'AW 01.0 155 W.O ]50 Ill IG WO 1A6261n t011 IM 1NB V. BS.d 169 N] ]2] R2 a].1 IRA 07.3 HE 4.9 dab M.0 ]ta I 121 AW 62] 314 316 AW BI.B 31] a" N.5 IB3 6LB JiJ NI KB B1.B ]1] "In 154 B41 4N BJ.] ]11 11.R aW BSB ]M e1.0 ]]I 5\.2 SI WO YII IBB 2/-0 ]lB YN NB 'tli ]Lt aE1 ISO 2M 240 ]31 IBB TL2 031 10.9 So ]M M.B 21a M.0 RI 5],5 TB A1.5 ]BA ]]1 SEE 191 01.1 2N SAB 331 ]5,2 3A III 3N ]],5 'PB I0.2 MM B].0 2B1 n't 3]3 N.B MI kUl 2N ]B.A Ni A]0 241 ]l.e DI Sol 2S0 1M S1.B Ike 231 Sf8 2&a SI3 10.6 SW SB.O 310 16.1 169 ]l.l 3(S 11.6 3M 21.i AB who A40 2W N.6 3J0 200 'AB 121 425 Jll 2. V. S31 E.S SEE NI 3J6 laS t0.0 2]5 YL1 1W 140 'IIS N.a tT/ t2B Ilfi 18.0 1]0 11.2 T/5 106 116 q Y .In 340 T16 ]1.0 IRA ]0.0 96 02] 1B1 1£) TG 2B.A tad YLB ZLb S£e t09 no 15 Ia1 taJ t10 2P3 10.1 100 10.8 2Vl 15.8 1Y B.a 20l 10.0 16B ]aw ]a.8 Al 23.0 111 ..a '#0 2]2 I. 31a 2O1 i1.0 '120 I)0 1fl2 'P3 21.6 161 1W 1].0 1Sl ]OS tB3 10.1 ta.t 1B5 f5I tB.] \1.2 TI/ 163 18A tM 11.a 162 tit I5J 10.1 I03 1ld 1W flB 10[ IL2 IW ]B In 2fl] 1W III no 10 21..1 1W M.2 18 iBt 11.1 102 101 InW Ill Ila 111 tat 12W6 .,a I70 I21 1£B Ita TABLE 2B l Anc3 RBI Table WI P1 Mel[I $WN1a: Ilk falpalC ].11 .]Y Cme. IkMn GA III'9S RIC Fko FYIM fe 11f 69F0a Y106U0 k. YI391m1 AnNI)]'p' T1B'EIm UXmm ]IP Eko NRwm NI6'Elw ]'I6•Elw Nlnem IIP EB:o M4eaon 1. AWMUIu N,mm ApO[pny ylw•(p5)fiamr1p51 (05 9mb(G]I A.Ih.r CI1p PENme 24iZ Ullnwn 11a. 1' LVT 1' 3-1? Y 1110• Y B.IB' EBN U151nrc[MI: Fm4Namll6b r 2VY 1. LLI' 1' Iwo I tdr Y 1-IIP i-IIf I-0H'I I I IIIH• LV4 2' 1JIB a9 W[Y 1.16'MN.0.0./elutlaN al plael RlO(Fq.Q 3WI61 9WNa IWM BM.Oi 1H1Re 21BM 2M®a .1 of 1101b ]ll we Wlb[ W Nt 1121W N51N SMW 11 bl 2Ambm IArtI1mBf.15'MM.O.G /ele[Pv6latpAel)tl¢(Iy.ak INIu IWM WA NIA N/A WA M]Ib WA NIA Wp WA 6W A- WA 1WIM E, MI IN M2W MS WO 1 I Ak., ]•MN.QC.I R)3YSAnge Ulw/Ih.]l IRA E. )WW1 aW ISY lan" Ian we NBM SWq WA I901M 1161p] IW A A A 1 I Arsnon®DAY MYL O.O. I UPp, on.126•Abm.lFb.lp. WA to WA WA NIA W HIA1 WA 1 XIA 1WA A nalb n114 9BJIN 1 AKNulf-0Ia IFMsI' \W m[ 195 w1 aa51w NSIN e211m I»W uob 1111Bv 1101b Ial IW i]aIG n]Ib 11N Ii151 WBb 2Arsnm 1.0'MIry OC/f+S 0.0: 31BW 9W Ws WA WA WA WA IWIbS WA WA WA NA A NOTE: FOR THE OFFSET CLIP, USE THE SAMh ANLHUN YAI \ rnn Imu w\-...ww.....1.1-1 -.. Be THE FIGURE I: FIGURES: TABLE NOTES: """ DnlldwBP L 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ansplanmw •02 D SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -j 1.000' �-'-' Bxpbetokebo. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE By MWAI aFIldJcl FIGURE I 3) MULLION AND MULUON CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 11 11 2000' ILYIJ,y • • . • HOLES SSH WDRILLED IN SUGGESTED. FIELD APPROXIMATE HOLEL CaTIO S. RESTRICTIONS SHOWN ON SHEETS 21-23. ` \1 / FIGURES SHOW SUGGESTED. APPROXIMATE HOLELOCATIDNS.�EN.g ANGLE CLIP MUST BE USED IN PAIRS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT•FILLED L .37Y E '•'P -' CONCRETE BLOCK UNIT(CMU) 9HALLCONFORM TO ASTM .N. WOOD SHALL BE PRESSURE-TREATEO I T - i\,' INS. 5B705 'f1 FIGURE 4: FIGURES: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE0053T6AND BEA MINIMUM OF.126' t' X T X.315' MULLION _ = NII�II R�N� THICK. STEEL STUDS TO BE A MIN [MUM GRADE 33 AND,045-THICK (1B GAUGE). STRUCTURAL STEEL -TO BE AT -"0 �'// g 6 ,�"_ THEMLEAST.125' TERIALICKAND Me. ALL METAL AT LEAST 35CREW THREADS BEYOND I o- me 0 TNEMATERIAL.tlI06N12ANCH0R3INTOW000 MAY BESTEEL,10-B S.S.OR 4103.9. YE F FL P.E.# TABLE 3A Mullion Capacity Table IbelRl Op.rinOWM1h porwNcely IMM mJllDlLs)D10pOnlnO HeI0h1(hr hoA1ANeW WOM11p nWlloln) Tre!'/M•nB. Potlenor L..n9 UUn T•{lt0ep. Lo•dn9 ..t.w. LOWp IWN irepRAmp. b•drq TIIIVY q. PM•nWW 1101p IOIn P•NnOJu WN tn5/mnq. Petln9Aer i01n TeyttlMO. WN Tnpideeq, P•eWpdr ..in L•pTdenp. R•L1o09WN 1WN 1 x2.T6x R•tlnylu bealn9 T•Pt4e�q. londry LwdnB Lw6y Loedn9 Lo•dre loeMO Ien6W Loeap LwdnO LNMO LcIoni Lnd" .3TB Alum. pp gg ¢ g a' g _TubaB pp ]���0 ggUh 81... 110.0 MS rD.O air 1ro0 Llle qO.D 531no0 Llo n0c 0A 'A.' n01 qDA m.6 1NI pD.O 6l1 11L0 wl 90.0 sxl 1i0.o eM Woo I35 Pro 111 IIOO He I)oA e63 9BI I100 WO 110.0 fi81 101.6 1119 IIBA D1} me H. Ii0.0 aW II].9 1139 inoc NO IRA I'M VGA OWeSA 11]9 R5,0 6e0 I61. 110.0 IM f1[.0 531 I>D.D YO 1]00 I10.0 SM NI 1100 Ifil.O 10]2 II0.0 NI 1N.0 ]]! I]0.5 INS 1100 iN 111.1 IW3 11[.0 ]N N.1 1NI ROA IN N.iN3 1I0.0 lM e[In1)0.0III il0p N] II0.0 BB! N.e 9]I 111.1 ILO 10.0 001 II0.0 lW N.1 Wl IIGO 109 60.3 BOl NRO lOBNNIH.1165 110.0 I91 110.0 113 161] Wl 110.0 091 I]1.2 B01 IWA i]0 Ifi3A IA ID1.6 OOI IU.O xN H.1 1N 91A N{ 1]3 1]0.] ell 100.0 )]5 1100 610 1N.x OW ]41 lA IGA N] ID.3 N! 06.1 Me le.l 1M BLB 6II W.{ ]]! BL6 6]{ 151.5 035 111.0 00.1 63• Ma N,0 .31 MA M6 IDA 33e 50.1 6N iSA 631 U,! NO 11.0 621 ]6.1 IB• 0]i el l0 I21.9 N0 1300 610 IOTA 111.5 NI 61.0 eN 91.9 Hl 10.x NB L.7 W1 all 414 M.I Go 82.7 OI NH IN.D N1 1131 sx3 N,] 01 .... ... 101 Bor NA NI 0.1 03I 71.1 IB] N.. .01 ILA IN 5].0 NI 01A Ll N,3 fiOI NA Ne 9A N,] LID 51.0 510 5]A Al, I5! 510 M] II] IO.8 SID N.0 IN ]L0 110 U.B A. Px $10 H.1 ]W 23.0 510 N.] YB ej• I2M 01.5 No NA IU No 51D 73A IH 5 IB 3e.0 IN MR 39] ]A.e IN 90.0 ]60 31S AN I61n W.1 IN R.3 AM A00 31.6 1N .11 Mo I96 IN N.1 30 I3A . 15.5 '3- ]6.6 IM HA ]I] .1 U6 ILA ]N 3x,B U! ]20 N1 30.1 W a].o N.6 AM NA 311 45.1 US 19.0 NO M.I US 44.I ]W M.1 AM ID.B MI I" AM ]1.1 351 36.1 I]6 NA MI IB In 01.3 ISS ]]1 35.1 111 30.8 ]xI M.l RN Il.l ]3] 31.0 M3 11.9 ]li 19.]' 2N Win 11.0 311 U.1 3W ]1.0 311 ]OA ]N 3B,B ]31 ]I.0 NO 36.1 ]9 IM, xi! 3l] 21n NI 201 35A 3M 30.1 Re] 20.B ]5l L,0 ]6I IDA 31e 31,0 2e1 2].I 21I 19.1 301 AB 3W 113 MI 10.] ]]l II.I 36l 1e.B 332 f0lln 319 IIl 31.1 NO 2.2 II] Sao fil 1}d 33] 10.0 190 16.1 9] I80 195 1H In 12] 218 E.l 191 1c. 20 111 I01 IS.9 316 16.8 100 INIn 11,6 IG 17.9 IM TABLE 33 Anchor Ca ed Teble IbI swlnla: 3]X P'rciHa ].6xCma. Holox GNU fWN CMU PTVM6I MCNI LIfi'Em 11'89 Ebo ILO BIeeI /1 AaWSWb°I[]e 21MFY' EkO UIrt 3'I6'Ek0 VWEI,oUan Wn IH1•E'oVUn Wy ln[ AWI[USx B[mV(OS epe1r2n91(YOe51 1 Su.(05 )YIC Anchor CHIP penama 0.400 0.A• D.9&• Eip T 2-1ft' 1- 2.1(2' ]V.vmCon r 3-I? 3' 1+Ya' I.LD' Who Emttdmmllk 4L1'1 4Y1' 1VA. IYI' r \-111' 1.1/1' 1-111' 1-IN' ILIA' ]ll lb 1`of WIS[ BI6WA Nib NxIG M91W x AMiwn A.IY MIn. O.C. 91•rtNrda OSml pip lGb. 13 ] b ]W lba ISOIW SW I6[ ININo 2m IW 2N Ih 15116s IO b[ W1 WA M216[ Nsp 113[I6o 1AMkm®I.IS'MM O.C/91oMa0(elOh•I GOP IGp.35. MG iW IN WA WA WA WA SN Ib WA WA WA 16931M NSA I1150o 1Meron®]'MIry 0.C.1 (2 LSM6k Pim llFp.3} iNl6v leO k[ 6n01W INSIBI IfiNb s10 R[ iA IM WA IW lbo IIBI[a SWA WA WA WA NIP IISPi A - OAS'NIn. O.G/UCI Wo.133'AWm.IN.lk WA WA WA Wp WA WA WA WP WA WA WA 11]IN IIOM 331W ]Mies IAMcar"'I""II,: 1956o IBSIW 235 Wo 11314 691M 1]SIW LID l6o 1]IW SIB Ib Ifillb aRIM 1121b GAIN xgrclu• LIS'MN.IlCIFAIp Gb.e'. LBW ]SOOo WA WP WA WA IWlbo A WA NA WA WA HIIW NU IC rLH I rA. VTJc I UL ,Vacmeenincrv..n.v..,....�,..- FIGURE I: FIGURER: FIGURE 3 • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURE 5. FIGURE 6: meI • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI S01 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM "S, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE W63.T6 AND BE A MINIMUM OF J25' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 ME 045' THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 410 8 012 ANCHORS INTO WOOD MAY BE STEEL, I"SS. OR 410 S.S. CAP... J YYf LYMN T'` r No. 55I0G •'.'c `$rl6It �O FtaRNP,: No. TABLE 4A Mullion (Namatty (NameTable Itbatel (f,1mdINLoN-6Pemlro mJAom) Openlnp Width (for SbMreO}epe1W18 muo.) or Openln0 NOl.ki in]/Mup Rwl[nWlu lmw NpWN W[I 140M TleNfllery. RxlnpAel 1MN h w�0. 601n %N Toln WLI BON R[Mergllu INN PxtvnµYl TlWlllrtq. Pv[WryyJu TepiNy Pe[Inylu TWA/Lo". R..No., I. -no M[InyW INv7NnD LuanO LeaMo IcaWO 1<NM LBvdnp AN, LUMP IUBdM 1 xl,Tbx LN&p Lnednp L[aMp LOMnp 2oeJIN .-NT Ludy Lwdno L[aano WadW .660 Alm yam* x $ @ py e $ g �gR� gL6- _ �j _ gy R� g �$ g �EiJ gng g M1Wnu�a 6 3�e V qy ESc {$�I �yy "e� '3' .p] S Tp� �R She d a �€ tyj 3 she Ed as 3a" Yee dx� 3d° 3E d Y Y rd f5 3d dad 5M IIDA 2 Wl 110.0 3¢` 510 INA Ilia I' 6]I 110.0 UNG 9Al) 52% IID.O IIN 110.0 621 1M,1 1030 N0.0 531 I. tOM 110.0 611 43N 11A0 TN 110A 435 170.0 N1 110.0 47, RAO ON IMA O]0 1I0.0 11]] 11A0 BA1 11A0 1315 DAO WI 110.0 111] 1]0.0 eW 141.1 1IT 1]0.0 WO 131.5 Illl 110,0 ON 1D9.] 1N] I10.0 610 IOIn II0.0 1W 1)0.0 SL 110.0 D50 IIAO 501 O]I 1]O.0 I0 001 INO N0.0 I10.0 OW ti0.0 11A5 110.0 ]P IOLO 1To 110.0 11] 143 120 170.0 ]rA 131A 11M 170.0 ]30 106 12" 1190 Ib BL1 13W 1100 IY 50.5$In 110,0 HI 110.0 Y] IIO.O e% t)0.4 R0.0 WI PAO 1110 I10,0 IN IW] 11]0 I10.0 6Ol 1]].e IIW N0.0 O]) 110.0 It3. I10.0 BY IW.5 1130 II0.0 MI N.I 11W DOO 601 Tb] I1]0 1]O.0 MI WN II00 )% N0.0 OI2 110.0 HA W.B 015 110.5 1'A ]].3 916 R1.1 716 M.0 016 IA.1 ]ID MB OIS 1111 715 WF 1100 6N ,..o 101 117 015 IOR.9 ]at 125.5 015 111.5 IN 1%.B 915 1]1.] 195 %,6 $to 123.0 RO IlA ON W.1 610 IN 105,5 DW 11].3 011 W.0 %0 112.1 610 MA 6W 10.5 fi93 ]SO WO BOA 0:6 0].9 IN W.5 61p N.1 WO 01.1 &0 ]IR Sel WN 151.A BW 101.0 710 116.E WD 1]D.0 ]OI M.1 OW N.0 1% ]0.O W] 1]R 151 1BR WI x1.9 Te Wb 19L I67 140.0 050 110.0 167 110.E 09 W.1 761 105.0 D& Rh 1% 96.1 111 1]A t0I W.1 WO W.0 ON IN 10.1 5]0 -1 BN )8] S21 X.5 Bb W.5 514 6A0 IN OUT 5% 411 WO 61.] WO ]0] B]0 51] IBI ]Id OM j 13M 101.1 0M 1W.0 652 b.l ON 01.0 510 12) 511 11.0 451 ]0.0 6I1 11.5 Ni Ti.O 611 N.1 N6 1001 06.5 511 WA 100 )R.I %1 70.0 IW 0. 11 Dl.l 110 W.1 611 60.0 OI 11.0 611 M,5 bl IS1 6)I SLB ISB Y.0 IS U2 5S1 NI 11A Me OLO Me NO A] 41.5 4]l ]i] N1 43.0 IT M.0 G3 1AD 135 25.0 W3 101n W.0 SIR MI 411 W7 H2 705 46 57.1 542 62.1 4% W.0 M.f ]]] 16.0 4% ]1.1 ]i2 105 1% 1].0 910 Win 5].1 10i A.l ]01 49.1 I0] ISA ]N ]i.3 10] ]00 LO R.5 IW 5S] ]1] ]IB 40i Y1.1 we R1.0 1% 20.1 OR 21.1 10t b0 31,5 ]31 21A 1% Il.b 0% 11,0 N0 Win ILB 3M N.1 330 ]5.1 ]M ]1.3 ]Il 20.1 IN ]31 J00 Y0.6 ]51 26.6 0% A6 ]10 A.1 twin "A ]W 111 IN 26.1 20 MO III 2L6 20 22.5 247 1&0 10 fee 2N IO.T 111 10.0 RAO 15,1 2e] 10.5 T]T 111h A.[ 1 36] 242 21..1 Mi ISe 2N IIA 3O1 R0.1 RA 1TA 10 IU yL 164 36] IB5 9O IAN E.0 YN 3!] 2% 169 not 10O ]OS Ip.l YA 11.2 2w e.�,.aano n.Onrm en nIS TABLE AB Anobbr Cs net Table Ibs NOW -mu Pi M.I. 8ub1n14 ].IA.0t. 15kfPM. Ib1oMCMD 89 Ek0 S1f EkA VI•BB Ebe 01061ni BIR 81ee1 {I804e1 A,[Mlryp: Nn 9tvONO Um 114 llNwm Y1V EE0 Y18'Eb[Ullrcen III•Ep[UNNN AApRGMO� W.- ApY.. -N.vo Sl 8-e3s) S[nw 105) AOEhoICUP PeI1Em0 U.. 1' bIT R' ].1/d' 3' 0.10' PW' O]A' Eaa Oelerce MY 1' bl? 1' 2-Ip• "N 1 1' 1DN• I-vl' b1I1• LVP r I-Ve• taMa Em.dnnl 5n bvP Lvl• bv! 1 t.vl' 1 Y 1bfll•1 '0 IN 2At W L1H' 1411. ]SNII ]I. 111 10B210]35l111Mb. aB 1O6NWN2 .,d.0 o,v. IF IWu0% WA WA ARmM WA onON 115>R11pWI220B00 v551 WAWOb W7. IB%I.WWIN WIAtiMB1.5Mv.O.C./9]a D®.1L.1/.1R5'I.7 1 Arcba®Yro WWI.eB 0lWal. IYNOIPIN IBW ba .O Aa 3W I4[ AIN ]WA WWAAW WA Ao AUIgn®0.15'MW4ULIDM4NW.Po6 .M0. .D`1[.Gf1IFFAL/ IOM Ah1m5p1[: y 11iFpp,. 41w NIIW 41]Ib Sw be MI. ]A 3II0W450P'p1Ml ]11B0WB5 _ _... _..__.... .. WA ..�..�........n n..n Wb i� WA WAMA _.._ ._. �..��........n�.i euee'ane I NOTE: FOR THE UtY5EI ellr. Usc me same nnw.ln nni mmr FIGURE I: FIGURES: FIGURES: o ANGLE CLIP MUST BE USED IN PAIRS, FIGURE4: FIGURE 5: FIGURE 6; • (1Il___� • •••••'••••••�••••___•• v1:IHGLCU vnwco nnc wcvm ...�v.......�___.. _.__ TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CAD. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN GG OF 0.55. ALUMINUM SHALL BE fi083-T6 AND BE A MINIMUM OF.12T THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' THICK (IS GAUGE). STRUCTURAL STEEL TO HE AT LEAST.I2S THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST &SCREW THREADS BEYOND THE MATERIAL 1110 & 012 ANCHORS INTO WOOD MAY BE STEEL, I(I S.S. OR 410 S.S. MAY CAP... I .Pl/v11m Dn...µµ�� SZO1I Jun kh �llTl� //I/ �>•: JCEIJ3p •.•Q :� H.. 50705 G � a U I'V '• 1 ; B ATf... DF i ((J <1 •, A10RIOP. \(jam: A. LYNN MILLER. P.E. FL PXX 50705 TABLE 5A Mullion Cl ec TOble IbeT° t"N3.136'} .Tub'Al.. Tub'Mull RN IOIn 50.036N 64N min 031n In hJ 701n IOh mN mN 1MN Illln IION Opiumma YAa1M1 (l41 reNbY]'BpmWIB mUllom) pr Op.0n0 HNDh1(iNhNorwi1'pp4MBU �� $p( `dd 521 Om 150 0Y 110 OY 161 MI 6W 951 121 Jl) R0 1M 21e mull") Pn[len0lly Lpe&??Sq,, ] l$� 3B I1¢0 I51.1 IIIA 131A 026 ip.p 19,6 5).! M,6 I3.1 31.1 23.6 IS.O Il0 119 ImN dK IIM 1517 M03 Ilm IISB INp O33 10] ]21 OM 611 152 351 1Y 1BB TWTMnp. bodilF,q S'2 110A 170.0 1]0.0 11a0 IM.S tlp.J WA 11] 60.4 M.1 N.0 IO.B 10.0 16.5 R-0 46 521 6W i30 WI W> 0)D TIB 0J3 WB 511 Iti NS 'A2 21B 110 Rw un,", ludn}f�0 ZE 1]D.0 1]S.I 11L5 IW.O tB.] 00A 6BA 15.0 39.0 N] 'A5 10.1 116 US B.0 I"he 6a ITB5 1!p 1105 1101 Ilm Iq0 MS m) 721 MIt I 153 452 ]51 D6 N. Ln0]SAery. 1/uJn0 S6 1Ia0 11¢0 I10.0 114D IM,6 110,p BOR BB,B SaB SIA 24.2 1t,2 142 N.5 N.1 Q6� 511 BW }$6 001 N] 610 ]M 020 5M IN W3 OW X1 2P 1fC PxlenWlol LnedR4al as 1H.0 118.2 109.] p]A 80.1 60.0 51.1 10.1 J1.1 JI-0 10.9 IOA 11.8 t1.0 OA table E6 IB02 IS]} 1183 1101 t19! ID1B BS$ 0W III ON 49 I# )Si ]J6 109 TgJ1Anc. g1-0Id"g0 ZC 1T0,0 t10.0 D0.0 1)0.0 H1.6 110,0 M.] Ip.T M.1 SOA A.0 II.0 15.0 11.6 10.1 Y 611 6m iM N1 Po] 010 116 OR 66] SN IN J55 IDO Me AE Rwlrvp.Vv LOWnD 3L 110.0 Il¢D 11¢0 A0.0 f10.0 Job 1m.0 131.5 t0p.2 ]OIp WA 61.2 Al 35.1 2lA SO n d6 0M }m iO 101 We Bl0 001 W3 RI CM 611 I51 ]31 ]N 309 In Tep]anp. PON 3 110.0 II0.0 110.0 1i0A 110,0 POA 1)0.0 tA.B IILI 109.1 T. 65.] ]O.p 15.1 1e.3 6 93 531 YJ BI3 101 11s ]0B 69] 5m !9e /as IN RS ]M X] RedanpJv Lw3,p SRcay 1]OA II0.0 1]pA 110.0 110.0 15p.6 1]0.0 IDi.O 01.0 M.2 N,0 15] ]Id IB.1 il.l Win IRA OW OPo VA IPoS 1MB YS d9 111 W 5H 45i R1 JY 150 llap'}Aelq. LWnO Fd 110.0 1T0.0 170.0 N0.0 11D,0 11a0 ISIA 11AB e1.0 644 5}p t1.0 02i ]0,1 31.1 116 E01 0]I 011 3M ne 0M OP! 315 50i. me ]W ]li WI ISB RealmWv L.I.1 Yc 1)0.0 00.0 B..O 1]0.0 150.5 l37.0 1101 91B 70.0 }E.1 1i.0 ]0.1 T3 I5,0 1D.0 101n c 36�c B00 W2 IO0 IIIB H60 IW9 IN am 121 IN 6H IR ]Si JM 100 RWfAep. londrdl fr 1}0L Be. IT0.0 IT0.0 I]0.0 1M.5 19L} Net 85.1 ]0.1 NO t0.0 20.1 20.1 Y0.5 [( ad 606 BM 601 151 110 We 100 61c We 5I0 Me 9Bp 011 290 1W Renlenpl5! IwdN 5 5& N0,0 1T0.0 11o.0 110.0 1%.1 Mee IM2 m.J 60.1 01 41.1 ]20 10.5 31.1 11.] Wh $[ BT! 11J] 11p3 1318 11N but O55 00J III IN 514 451 151 IN ]5p inylMalp. Laednp gg @ 1�c INA IID.D 110,0 1140 IB}.0 tIL] 121.1 IL2 70.5 10A 44.0 50A 1S2 IJ.1 10.1 'UX �y ygQ d6: SIB Ofil 1YJ 0m 030 0M ]16 059 Me 601 in .b1 ]m 2V3 252 P%IInpYY we'.. 8 �Hd 9 N0.0 Na. 110.0 160.1 113] 10.5 42.B )IA m,1 MI 36.6 90.1 21.1 Ip.S I3.1 Poh Py.pF[; d6� 111E IRIS IHS H01 11% ON pf5 Bm 121 0M 5N 152 )Sl JY NO TBpTAenp. U, RPO I10.0 I10.0 NOA ISB.S 1=0 1111 00.0 30.1 MA 4.5 R.B 121 m.6 10.] ne (¢ 531 Oi ]O m1 01} m0 T65 MB We SM 427 R6 Wl IN 11B PL[lenplel Lw610 5 IN, II0.0 1I40 Np.6 111.0 85.1 03.4 MT M.5 m.5 92904 2},1 ICA 1I.5 fiB 1mN 1110 1117 flB1 II01 1130 IqB NO 0'J) RI MI 611 152 i!1 Jb 109 Tn(lMnp. LaAM H2+ 1]¢0 Im.O 11¢0 IID.O Ilp] 133.E 111 10.B 05" SB.O ]iA 00.J 10d 10.0 14.0 TABLE 5B Anc2m( eel TOble IRA ftlw UAY I. We.0 0.0 N ]SkC tlC 1 X O.IY Anch01011OPe1IMIIB Fm4Mlml n ISa• 1.Nr IYI- 1a, r wr 1.ud 1111 1-vl LVI Inr d YDb 1[mry ®lS0'MIn O.L.) N]tl COL561L t An A}Ipy J Ye 1'A 05 RS BY I6N IN TIODt 1 It6 S11M 11011e TI DI IRA Ilw 565N 11A is I Artlm®1.15`MIn O.L.l Sladnl0/M45pCYp IF19 T3 Wb }D2b IIIP WA NIA IIIA T. lol NIP WA NIA WA WA RM Ja514 ili➢II6 IArclvn ®@ MF. O.L. I RI SSAIDNC a/1£1 5 ]m b1 ]m M6 6B)IM Iamb IR6b MOOL 6fO6 NIA Neim 41.1 Bleb IB@IRA 7- ON. WA IpP 3AMM1 ea-' Mai n.D,/UCip.Dno.126'.Wm. IFp 15IA WA N/A WA IIIA N/A Wp II/A WA MIA IVA W low 11114 ADIW 1 AI1[11Y/FL IN 10}M IWb Tbbf MSlln B@M 1>SYIS 110W 1R Df TpIW 1p11M ]:QIRA M91Y/ mass, E6Db 2 MaP,,. bMIn OC1 FG A195T 1w 141 5'LM MIA IV A IIIA M/A 1m1a NM WA NIA WA WA 51 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. suawle: 1 mra e 111'S9 Eke 916 Fko 9Y SB EIm NIOSIaI N1351M nI81x1 AMMI'/pe. NIP EI[o VA�am IIY EROVM[an bl@EI[D YIP FI[DUARm 11f EkOMmwn Ap1LGP0r Vyym Amrt09a StRpr((YQ B[In (G51 9[Iw (G5) PAmm 1• 1-IYl 2' SIR r 4tl' 45f ffiI' E Otlene n 1' 1-VT 1' T41P 91R 1• R-Vr z t39• 1O'B' relet FIGURE I: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS, FIGURE4: FIGURES: FIGURE& ANCHOR CAPACITY ADJUSTMENT FORMULA: (op_) X ( ANCHORCAP..o.�,\ eANCHOR:CAP.„• MULLION CAP. -- USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO III ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACI TY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALIATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS 10 ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-U. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED. CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G80 WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE ON33-TS AND BE A MINIMUM OF A25n THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AN0.045' THICK (18 GAUI STRUCTURAL STEEL TO BE AT LEAST.125-THICK AND MO. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL N10 & H12 ANCHORS INTO WOOD MAY BE STEEL, 1&d B.S. Oft 410 S.S. T4 bif5T1; A........ ... ;S,ti10MA�- �: A LYIJIJ &LER, P.E. TABLE BA M916an Capacity Table IbanP 1M4M.126 Alum. Tube Opening Tep']AW. V+eJry Wlatb gOWNWIVy PAchnOdnr LmMp Win P6WllB-01ISS) Tlvp']ANB One Renillon. LaeEiW or Opan ln0 In TmfRAn. WJiq Halghl(forienzmleLY-]palrinp R.,.gJlr LNanB IW In Ty3]AenR LuMq m1O'onfil RakDNIn beJnO 1NA TyTAnO' InnOnp RYgeply lmdn0 1.01. TnPTU�v. lm6nB flslmNlr LoeMO IWM Tlplftlm0. 1<eJnO Rec'InpIR beGnO Wln T�NYIAwC. aorr" Rn4nw161 Wdnp Wln Te(RAmp. Lpednp A.".Mv labW i01n I3U 101n SOON in NN Wln00 11.1 1100 WILD TOO 116.6 60.6 9.] 10> ]T.1 fi3] )W lO TV 010 IW ]21 6U tl0 ]T/ ]31 110.0 110.0 I10. 1]0.0 V0.0 112] R0.] 111.1 TL6 N.9 11.f ]1.0 1]5 0]I bl 012 T01 115 16B )l1 N] 4H IB1 13) ]41 E> 1100 I10.0 QDD VIA 16LT I513 1])A I1>9 Sea ..a 640 11.0 ].1.6 M.0 lU WO 6N W IM2 BN Nl M9 )W ]24 W I]1 3R 351 IIDO 1)0.0 t]0.0 110A 1N.0 IW.B N40 IN.6 I.. BIB W.I 19.1 31A ]L0 110 6N 0]1 411 ]01 el0 )N Y[1 a33 WI U1 419 ]M ]16 1]QO 110.0 INO tine P2B 130.0 110.1 Bi.O 616 1B] 10] 4MO 36.e 20d Wa 001 INS HIS IW3 BBl B11 NO ]W T'N W Q6 ll WS 110.0 I]0.0 6W 0]0 I 61 >1 Be i60 )W NOR3 N9 1N 412 NO 21] I 1100 110.0 1]0.0 1H.1IW Dal 11].1 1T.1 NB N.6 126 N.0 3]2 21.3 W/ 1q> 110] ISO We N1 NB )U )31 W IID ]l] 3]T 1]0.0 Ii0.0 110.0 N00 114] 1]L0 IV.I M.1 eO.B TIA 11.1 ]B6 20.0 31A 610 WI Rl 0W BIS )W ]52 BBB OH 609 I 1N SU J% IIaO II0.0 Ib.t I372 11L1 1000 01.0 143NB 012I62 NA ]I.0 23.1 20A IIIB 193 R33 11N IN] 00 BV ]M W]ILB 419 0IT N1 110.0 1t0P 1}0.0 ALI IM0 111.1 IW.] N1 I12 N.1 SIA L1A 23.0 WI 011 }11 W] WI ]60p'R1f11 IN 6N 60 691 A62 IW RI ]O] 1)0.0 fW.) 110.6 INS IW.O 63.1Nl 01.9 VA UA VA 361 'd.l 10.3 1L0 IWJ 1A5 1IS. 1013 US 163 RI W q6 ]P ]51 IIOa 9p.0 110.0 11Of 1]0.3 IBL2 621 E92 0.1 ]0.5 RO 2].0 20.1 621 6W ]W am )01 1Va )Tl 6fl 01]U.B 6N IIB fW 21T ]01 II0.0 1]OA 11T.1 JIM 111 I56 N.1NBN9 U5 340 31B 1aB 15.1 IIW pW 11A 11N IOV 093 B1l 111 W OB ]11 ]Sl 1100 q0.0 IID.O 1T0.0 I21.1 IW.1 85.1 61.] ]1.0 241 180 1]AN1 WI 6W TW NI 1B3V6.1 ]IS ]I] W3 6]] U0 NB ]IO IU.B IILI IW.1 N.2 N.0 50.1 10.6 11] N.2 L.0 2D.6 11.1 11fi0 !W] 1231 1161 O02 N1 MB ]0] RI G> 11a 311 110.0 tID.O HL1 IT0.0 1W.0 N.0 116 60,0 U.]WN ]3.1 tl.6SN 11.1 031 OW 10 WI IY3BW )UWN1]SAIIOA ll1135A W2lain 3)Bh1W0 1f0 ]U I2i.0 Bi.l 171 ]IR 31.T I1.0 1180 tiW IM5 IIN IT0.0 1100 Be 110A 331 W0 IN WI 64] IID ]OAMh N3IWIn NN, N., NO 20A 210 21.3 ]W 26.1 211 21.0 ]N 110 I4> N9 19..2 M1 10.3 ]W 17.3 20] 111M D. 7 1]3 106 Aui•uno Ceoecm evlu. TARI F AS pnelle]GB a IeDle l0e 1btlPV CMV FT W"alY MeW 6WINp: I.IY CONnIa ]SX Cne.n IN•66 Eko LIY EIro 1n11... S6 Ek Eko . X10UM 61n1 Y1391pX Ma6mTyp LIP Eko NNCM INu 'E. WpM 916'Eko 910'EOe Maan. 1/1'Eka 11YnW ASOD.Mn ..e. A..4.1f 6omY103)SaTv 1031 Swan(W) AncborClip PaHema unn. 1' 0.1R' Y LIl6' Y OAY' 0.U' 0.]N' EWa MIawa1NR 1 Rln• 1' LIR' 1111' I' Lill' 1-1/1' 1AI1' Y 1JIb' 1Y5' IOMY EmdMinl lNk ILI' 1 I'91• IMd• I+lll• Y YIII' 1.114- W.- 1-111' Ldlm 0101pa Nlb 141 as 2An[Nn CIVMN. O.C.ISIaMuarcNhal Gl lFI1. 162k ]W I6Y ]W bl IWba BW Ib 1NIIa. i101m 1W IpY 3 pa 1101b ])d lb NS Wa NSIm 11100:a IManwe®215'MM. O.LI61uWvtl (tt OSeeVCllplfb.fk IWOu IW Iq SW Na Woew N2b WA SLOIp> WA 630b WA .0 Le WA WA 'A" 7Dne Ob B Arcnwa B91.15'MN.O G/9WtivD1Y0Y<IIfiSp(M.14 OSOIu 1aWlpe WA WA WA WA I.- WA WA WA A NOIq U911w Wab NSIq IIW Na I pmM"a ]'MIn O.C./R 2a3M Ia C3ps NfN.3k 100pa iN we BW Ra 139p IN IBW'G UOIq ]W IM WA TWW 1101u 1]1/A 14V IM BAmMa ]'MIrt O.C./ 215NgIp CIWI .0: Illpb 111DIq IOAW D101aa 1NIb p10b NOIq WA I II1315a 1]Wb WA WA _WA IVA Mb` SI]O We d AMMa B015'MM C.0 IVAp, blo.116'AYim. (ilp.lk WA WA WA WA WA WA WA WA WA A N/A WA WA 3111p] I421W ]M[Mn f9]L"MN.oiFq. ]I SNBn ]Wb 1W Iq ]W IW Ti WA FB IW WA 316b WA 1401q WSW BN Ib Ilvb IArcNn W 1.15'MN O.G1FGI0 dy.O aW 1pa )W IW WA WA WA WA ]W Ib WA WA WA NIA WA NOTE: FOR THE OFFSET CUP, USE THE 5AML nNunuR PATTERN ERN nm ­­- FIGURE I: FIGURE2: FIGURES: FIGURE 4: FIGURES: FIGURES: FIGURE 5: FIGURES: FIGURE]: F-T-11-le T. I I ANGLE CLIP (FIGURES 6&6) MUST BE USED IN PAIRS. TABLE NOTES: MAY 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR MDT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.1217 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.12V THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL W10 & 012 ANCHORS INTO WOOD MAY BE STEEL, IB-S B.S. 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Bl ]'AM ]W IW 3W Im 1WW VON WA 1M IG WA USXe WA It In WA W3w WSIG 13 M 4Mtlm®1.10•Mh OGI WI lFb-94 W Iu Basin ISO" WA WA WA WA 3WIb NIA WA WA IVA N'I e: rlln ne.. ","".­ ­-114-1_1 FIGURE I: FIGURE2: FIGURE 3: FIGURE4: FIGURER: FIGURE9: FIGURES: FIGURE& FIGURE]: F-1 F-1 [--] 17 ANGLE CLIP (FIGURES 566) MUST BE USED IN PAIRS. TABLE NOTES: it SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOUTION BETWEEN MULL LENGTHS ANO]OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 690, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE THICK GAUGE) 9T UOTURALSTEELITO BEAT LEASTCK. STEEL STUD512STHCKBEA IAND WLALLNIMUM LL45 ANCIORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, ITT A 012 ANCHORS INTO WOOD MAY 05 STEEL, 1BS B.S.OR 410 S.S. CAPACRYTABLE. =ANCHOfi CAP.,,, FJ6Z. IU A. L IL P.E. L5570 P.E. FL P.E.q 5BTO5 ,,, TABLE EA MMIIIOn C6 aclry Table Ibclitl Opening WICth(Ior.ntl IMcP.0" mMYcm)A6OPininO Ho10M Qa1M0Dllelly-BPeNITN Ind no) VA In Peolenpler Baln TnpTleO. ReOv.Wly t0]M sp. SO In TepRAenO. Ped.0.1 .6 TI.Anin.l. PeclepAv ]Oln TeplAno. RetornX 0]In TeplfAm4 Tl rid '. W[Impdv I301n T'law p. RalenpAx be0in0 in on Tep'IArtp. Loe610 1k �v TryePlno 1.16"e R-t.ylel In30.1p .""a L...' mean L.dbo L.", tailing Coiling beAq Loe6n Lwbnu L cln' Wang L..dn, 3.180"% .206"Alum 22 y L p S$�J' A g-J.' 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SEE SHEETS 2FORG GENERAL INSTALLATION METHODS. 4 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR FJ(ACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI>Ot SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (GNU) SHALL CONFORM TO ASTM 09(1 WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125- THICK STEEL STUDS TO BEA MINIMUM GRADEWAND .046' THICK (10 GAUGE). STRUCTURAL STEEL TO BEAT LFAST.125' THICKAND A3S. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAS1*3 SCREW THREADS BEYOND THE MATERIAL #10 0 H12 ANCHORS INTO WOOD MAYBE STEEL, I"S.S. OR 410 S.S. 1---1.250'H nB[ePIP[Blw -_ ' P.8 irNlm D]le Q62 Dy MIMnI do hoJlplCm 1111I IIll 3.100• j � t; � L3Gf:NSIc'•��F� F: ;:' PIu. BBTDB TOS-It d T U TA ED' . . 1.26-%3.108'%305•MUWON Bw,O , • fL ...OWpNi .-. \p I1-116'VFMUWON) 'I, /0NAL.1 ` A.YYNWMI'dN, P.E. TABLE 9A Motion Cepecl Lble IbdM1°I Opanlne WWW (N l,cNce%ep.rWW mWI..)A]OpenI.g 0. Hi RcrhudlopN%apeMlq o'".l 801,, 0[6 Io01D iNn IIRO IAA6 SOh BOIn to. ne[IenpMf Tnp'MenO PN1epW4 n=to WMenylel Tn3rtMry. RKIVO'A1 TI.ATAnp Not." Tnw Nry. Ne[IenWb[ raomunp AIn �n ]Ig6Np. Piarq.'ht IIII'W00, RIwOMn RWIMm it 1.36M].30 loeJ00 lmDy Lw6n0 WWlnp Ioe,Yq IaJnp LwOnO beQfq WdW i DM wQ^0 Iw ry x.100 PluMube lllnn GG$$ py y5 �y` ap pa gg55 yypp ¢5 {y $q {3 ye y �j` ye 4a �.$R$` yp .[i' p$$pg5 .($` yppy y5' yppy @5 {$ yypp }/, �$` pQ 4p 55pp ryq 4} �i` ■■$$ pyyp (q{{ yypp 111 I1p0 119 1I0.0 YB 110.0 •AB 1100 Wi IIOA 310 1]0.0 1118 R00 !}1 15].> 1119 I10.0 UI 11).1 I111 116[ MI IN.b .... 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UI 110.1 118 I]R.] 8H 1,7 111 77 W8 807 110 101.0 6W 110 Ill f01.0 "1 ]I.B 710 HA 8R fi9.1 310 03.i H] 51] lb too Stl IIA 10.1 bH fi 0118 ISI.I 01] U20 Sto !- f011 111 I113 SU N.1 811 IW.1 633 ]1] lit 911 MI UI IIn IS.3 SH b1A IR 01A SM 11A E1 IIA 111 Wp ILA 113 Y.1 81i 811 10.1 011 SH IE i8.1 ]i0 011 bll 11l ILA NIl IW,O it 111,1 Il.l 811 E.0 610 11.1 lR U,i 300 bl.] 111 IBJ bW 59.0 DIT 1E.8 III 5].9 on bl.l IE Ill IN 111 I5.0 Itl p5B 310 U.0 105 R. R.p 618 01.1 130 0B1 SIB ]I] IID H.1 51B l5.] I>R fild bIB E.0 IRS I0.1 311 N? IIB 11.4 11. R.l 111 ]Ib 510 Ild ll.i IOe ]E HH 13.R US H.3 1W H.0 Ill ]83 H] p ]p5 ILA 111 not 6V 10! M.0 1Y So.] IW No Xo 11.1 I65 EA iU 38.1 ILA 11.5 ]16 133 IE 11.R ]!1 3p1 I15 111 ]it HS ?toll S 11N 13.1 111 800 SE SI.i NI 7.1 ]Il IO,I IN RS I0,8 111 111 ho ]OI 111 IIA YD 510 111 Y.l dN ]I,R NI NO ilp SU 33] 151 111 U3 S7, H.8 318 ILA 10.1 11] Ai 11.1 360 AS ]1.0 RR 30] 193 iii 1U 265 01 RL8 14 R.D iY 11.1 Rl 11.R i]i R1.1 d RI 311 11.1 11.0 U] HI ]td i1.1 9f0 II.S ]II IbA E33 Wn It 31 1. 1I.1 l b p i R I 1 1 but. No 3]0 2S1 Y9 H.b 310 pM n.3 iW 11] --------------------- MI I31 110 10] IE 11111 H.l 111 at It, 160 31e 10.1 191 I6.1 111 II.D IBI 11.1 111 II.p lb 130N 11.0 1E 11] 1I0 IIJ RI Ii.i 1E 1 TABLE 98 AnchprCA Ach Teble lb10 9WInM: 2]4Om1.1. ]54lmo. IIfLn[Cow FIIeoWU PiWW3 Mtn, tA'65 EYo YTEbo III'S9 Sco OIOSWI IRS" IM!"I'd 1'"`bryl" '✓fe•FIm VIIncOn 1/1•Eko UlOcon y10•Elq NI6'EIw UNxon 1M'EIco VAnlon App.�4'Bn Vl4rpn AAnadlu 9mex p]51 st.0% SC.05) Anchor Clp PeMOTe UenWn 2' J.VO' Y 0.N' O.U' []21' Edge gllerce 4nl 1' 3.U2' 1' 11/S f19' 1' 1'UR• I' 2-1/C 2' Id0' L1e' MMe Em].SnenlM I-va 1.V1' YLI' LYI' M I-IIP 1-III' 1.v' 1-IA' Idly I-I/1' %L2WW0 4cWe 2Anonan®US 1Btt 3IJ10S to 2IEIO W BtllIlb I]AMIwn O1.15'Mh 0.0./91e1W1I6GMIh/eFb te{Y IEM )WM WA AN I WA 1 W. 1 WA WH0AIW AAl1mN IBSW 11MTNIA IAn[ne lIlBwe1 e N]J]3AbW 1. In A.Sm®OM'.11. WAWAWWA 72b to A 2RIAIN A1wm -0Clpp(lfFyq.. pW 19PoS HWS e 0<SM lb IM I. ]2 4UIIo OIW YOb ] ]SOm, WX IWW WA WA 911M 1121G FIGURE II FIGURE2= r- fl FIGURES: F-9 - - FIGURE 4: FIGURES : ANGLE C1I11U1 • . BEUSED IN PAIRS. FIGURES: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORMTO ASTM C-SD. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF G SE ALUMINUM SHALL BE 6061T6 AND BEA MINIMUM OF.wVTHICK STEEL STUDS TO BE AMINIMUM GRADE 33AN0 .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT.LEAST.125' THICKANO ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDTHE MATERIAL. INS S%12 ANCHORS INTO WOOD MAY SE STEEL, HIS S& OR 410 B.S. =ANCHOR CAP. - FORMULATE -1.250'- 3250' �100' 7C 1.25 X 0.26-X.IOP MULLION :! No. 50705 ': C S1A 11 "lUP1P1. tWE..`�: .YNN WLP.E. FL P.E.# 50105 TABLE t0A MY61➢0 gp¢Ily Table 66eM1) OPlDlnp With eNo.sir3n0mWO.).rDpenln9 H. lit(NrhONzode6yspentlf0 mdfloss) SOIn 101n - IOIn WF 101, too 120 in 1401, 16011 Ra°I.gNrt Tapnlay. PamipNn Tupgen9. Reaanp4u T[pTdnv. Rrtlutul Ra[bmlJn Tnvrtnnp, flatlngJu Tnyltlmp. na[WquW TrcIQmM' flMnpJv l0adF6 TnpTtlmp. W6np RabMJn teatiil TrpTWq. ImdlnlAlum. 116 Is0S6 leadnp lwdlnp LaaMp LaadNp 1➢adlp bating l0aLQWg Lnti19 Wa0?0 Wtlp LaaSnp %.@4 Tube .§ .§�§%'§ L..^ aga;g:€dy &.6�5Mwnon c Vg �g a .a F A 5€ a :€ Y s g a ae Is is a� � a 6 3 L 3 u} S'� 4 ua E i�Is ig sa sg Ea 3 Ya s is �s3 FaIs 3g sg s"a sg &a 3ga 3g Fa �g is is Ea s'g fa 3a �6s is 111 11A0 1]0 110.0 OM 110.0 606 IIAB I. R0.0 619 110.0 1116 N0.0 621 11 p.0 1110 11A0 521 I1A0 IIBe 1]O.v MI 110.0 I135 11D0 631 110.0 IN] 110.0 631 Yn 1W.0 6]0 II0.0 YS 1IA0 6l0 IIB.O 11]l IN.O fill slog Big 1]OA fill I]B.0 I111 Vag 6B0 11" Not VIA 600 111.1 1919 1)AO 6!0 111.5 t119 I10.0 6B0 Ipin 110,0 l08 IIO.B 631 1)OA BSp I]Bp SN I10.0 HN N0.0 I- WI q0➢ 119f Uo.0 123 110➢ INS O ]11 90.0 "A 110.0 1H VOA Ili] IT0.0 IS[ 16]6 N1] tIOA 166 lal.6 1111 IMA 1[6 ]06361n 1N,0 P1 slog 36] HOA 196 INQ 631 1100 loll no 110.0 Ill NAO N11 .7 Ma BII IIDA 16N VOB H56 156.1 1159 118.0 061 IN.1 O69 110.0 161 1ILI 116! VOA fill Lln tIDA 191 II0.0 612 V0.0 ;nI 9f6 VAO Vag 691 110.0 Ti IIIG NA0 )F4 11A0 fIV V00 9N 161,1 1511 11A0 191 Us, sill 3/00 ID33 1211 1611 1100 100 total 15" 1]00 106] MA IGII lid.. IN' 641n IIDA I0 IIDA ]01 111G IIAo ]Il H50 1]OA 1241 13p] 1100 HB➢ 110 HO II0.0 ma I.a IIo.O loll 191H 1]ID 1]01 Ipl6 136] ON 161.r 1pR IOTA If10 155.9 soli 19.6 1310 166] solo lIJ INO 155J solo 63in m IIDA 9l0 I]DA ]a6 110.D 1116 90l 1Y+.6 INA NOo 1002 is. INI 10.6 1.11 IJ 1]41 N].1 10. IE.! lal[ 119.0 9N 901 121E 1an.1 V. E.1 VIB 19.0 916 61.I 1119 V9.0 916 661n 1]OA 9l! 00.0 109 W 110.0 1169 I101 992 mg IW9 031 I15 IW.9 1N9 IR.1 060 !32 1019 109.1 B10 1].9 Id9 1021 131 69.9 1419 W.3 I3! 69.9 IW9 9L] B10 f24 149 at.1 I" j131n E1,A IW9 ROA 1)9.1 ID19 I502 85.6 ILI 59.6 911 I1.6 IY 61A NI ]I.0 lIs Y.1 -1 11.1 I36 I6 in 1121 911 119.1 BII 11H.9 911 136.I 003 101.9 YI 111.3 ... e9.t 911 IWA Ili 19] LI 81,1 1N )1.1 911 Il.l 191 61A 101 11] BN 66.1 69I `� IBIn 1E.v IH I11.6 IW 110.0 091 V[.9 161 N] OW IOaA ]p 12.6 IN 91.0 110 II.I R4 M.1 lA 11.1 BY 11] RI .$,1 HN IO.l Ml E 6I5 61A 6i1 I6s fill 6].i fill 61.] 566 Y.1 111 629 $SI I1A fill YA fill fill W9 ]9.1 61I ]6.1 1% ]99 Ain I5,9 fill BOl N6 11.6 fill lA9 603 610 I]➢ 1!1 ]6A SA ]9➢ IN 396 216 190 Is >I,} OI E] Is SA "s ]L0 119 '¢I [A E.0 4N 9611 Its MO 136 91 III 6!0 11.4 Sle 50.6 590 Sl.l 501 41.1 NO 4?3 31.3 n 11.e 4N 213 ]16 16.6 4W Ob 310 login 19.1 4W 50.H 421 41A 116 !21 LI I11 363 166 ]L1 10H 1L1 so 111 102 111 166 393 396 24 IY 31.1 391 20.1 IY 11.5 1111n I51 Y1 46.1 1W 11.3 YI ]9) is, Y1 Its )p 111 41 3O2 las 264 Its 9.2 316 51.9 41 N.9 ID 19.1 111 21.6 361 I6A YI 19] ]Sf 11.] NI t1A 351 110 in Hl ]le ]6.9 YI ]0.] TII lL0 )39 26,9 111 26.0 3l1 b.l 110 v].1 121 211 111 31.] 336 11.1 ]11 I15 ]]1 15.1 )16 Ill ]11 IYIn 211 212 21.2 N2 1 11.6 1 263 NA 239 I las I Rs I- 2)6 TABLE 108 AncpOrCepldly TAble IIbQ S,W.W 2fi WrtM. ]NIC.t Ho1M'WV FIAMCMU WH1 Mtl] bIS W'9S FYO 11C Ek0 VP63 EIm YIO SIM tl$61te1 Y12SIml FI[0 Y1 AmA4Tyje YIF EI[o Mlsm 1I1'EYOUX2(On UAx(U 6 EI(OUllum llf ED0001xon �o. UN[m AArNt4 5[M 1L313[!ss (65) 9[M (USj Anchor CIIPP6tM1ml I. L1I2 Y 111C Y A4' pM• 0.521' F tlgme FmlConvll n 1• IYl' 2-VY tA'4• 1' 1J'1• &IIY 14VP I V Y I. Y44' YVY 1-91' 1A11• 1-4d' 1-Ild• }1/P Y LYI• 1J'C IaU1 2M[ron®41Y NIn0,CIAemuJUORe1 ClP (Hp it .f01os SWM Y210s B301D 164 bs 90N! ]W Y9 3511M TIOIM 514101 641b OIW 541W1 441b S60b d Attha6®Lt5'NIn O.G/91aWN(u LYS(IILtlP PIBi Y01M iWN IRA WA H/A HIA >N Ee IIIA WA MA WA WA ®3M OW'D'. tlblta 110 IP2M1n ®S41n OC.l (-0b.SAfpk Clpal blp el ]Dina iMY INIo[ LIii. 1tlt Da 610ba 6NW HIA TDIb 1N D[ SA Ya 16 (o XC m2Da SN`Yo 11A vdlu 9AttMn®O.M'MN. O.C.NCIp,Db.fOPAJun1. p41Y NIA NA NIA WA NIP NIA WA NIP WA rvp WA WA NP WA EOpn I Arcic(I PCtlpryIDR 105 Ds tK In Ttl llrs 451m 69 Yn 135Wi 1g0a IR; SNlle 107M1 W. 113M 1T6 W1 22120 2MNm Bt15'NIn.QL/FLIP p 3Y D9 3.Nb NIA 14A N/A NIA 1WIW I NIA I WA XIA WA WA 511M 412W Tf01M FIGURE 1: FIGURES: Fe • FIGURE4: FIGURE 5: • FIGURE2: • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 6: • TABLENOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR (SENERALINSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ME NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLESTO BE DRILLEO IN THE FIELD FOLLOWING DIMENSIONAL RESTRIGTONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.M ALUMINUM SHALL BE W63-75AND BEA MINIMUM OF.100-THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .04T THICK(1B GAUGE). STRUCTURAL STEEL TO BE AT LEAST.12V THICK AND .ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #1081112 ANCHORS INTO WOOD MAY BE STEEL, 10.8 S.S. OR 410 S.S. .ANCHORCAP.„, 1.25'%5.2VX.624' MULLION r: ��'' Fln. Sfl7114 , P.E. TABLE 11A Mullion Cepedry Tebb l6eR15) ISfi.a JB4 x .0g1 Mullion Rm ¢4NSN Nln 60in Uln S 661n 5 1]In 161n STON 901n 901n Ill 1. I111n rz0in Opening W01b(forwaimty-Opattom mt61o1n) orOpining Hllgbt lblbod]nde3y9panNro 6, Tnp?mnp. Lokvp 9 1140 1140 114I I10.0 40.1 1140 II90 1691 111] I313 U] 65A .1.9 11.1 13.1 d_'E 521 NO 151 U6 toll HI3 13N '30, NSI 1t91 9N BU UI fill fill MOM.) R�6uquYr 1}0o 114p ino 1160 110.0 I0.1 113.0 116.6 94] 00,9 0.2 11.1 ]13 9L5 11U I}O T 5 tle6 1100 1]% 1911 2126 N60 19% d31 1566 1111 1110 916 ill >N pl PeelenpJv .'I. a ITT 110.0 110.0 INA 110.0 I10.0 II40 90.0 Ii0.0 UI0 111 0 111.0 9].] 15.1 699 %m Il uLI Uo ]01 }Il let US IN HI IOU tl]3 1111 IIIO 9i5 111 1% 1i11 TIgTMW. LOMiq o n0.0 1140 400 Vok I100 110.0 110.0 1T0.0 I10.0 1140 1116 pOJ U.0 lJ.l L. na Il5 561 SN fill 161 NoR00 711 UI IJI %1 9N 1)2 6% NI K9 PSGen9W9r 1w4+0 U v0.o IN.O 1140 1160 II0.0 ilak IIO.a t19.0 11a0 1f11 91.6 61.0 131 199 win .^2 PI I50 196 166 t0U 11".IID.O 1.I. tl16 1116 1111 ilU US 111 Il6 624 BeprtN^0.. Le.tinp 110o 1]00 110.0 1146 It0.0 IN.O IIOO IT0.0 1140 1}].9 101.5 101 65.0 11.2 r'qg Ip 6U 1]1 61, 191 I50 1N IW9 INO I115 960 A56 60f 6% f60 fletlnpWu WtlN9 a n0.o 110 0 110.0 R40 110.0 90A RDA 1104 111,f IStA 101.3 U.i 51.J N.1 1!0 lOM 66 e¢0 992 1016 111, 1]IO 1303 13U 410 15U 1111 1110 9iS 111 I]0 6N Tnr/Inrry. LwGp 9 IJoo 1100 40.0 U. 110.9 ll40 1140 I10.0 I10.0 N13 IUl Be., 61.] 50.] Il.l P �� 501 f]0 601 III Ne 40 "IT 1126 fN9 1246 15, HR fll N0 f92 Pr0rll9rin lordry : n0.0 110,0 1100 1TO... 1)00 p00 IN.O I10,0 I11.1 131A Ne i]] f1A IT., ]L5 e0 �$ !% 11]] 11% H16 1111 Ilal I550 11W 16% I4D I110 91f ll1 IN 6. in iup3Aenp, Lea11p 9 na.o 1100 Nt. 170.0 I10.o b60 1,Oo 110.0 I65.1 162X 99} 1LI N.] 11.9 39.2 �w2 tL 661 I11 W1 1N N16 104, I3% 1215 .1 9N 119 1N fill W RecinglN mrbrq g noo IIOA I10.0 40.0 1100 IIaO 110.0 1f1.1 1I1,1 1212 I&9 ISO Is.1 111 ]]9 %'n >, 9� Ut6 TT6 ILt 1434 Ts-,, IU] Ilp Illl 1556 WTI 1.10 916 1T NO 1 TupifAn9. 4Wn} 9 � no.0 I100 IIOL 110.0 1)40 1N6 1140 110.0 161.5 NkI 01.5 71.2 190 4L0 15A '1:A- ge tRl fill 111 U1 196 1016 II% O15 1]61 1206 on fill 6% 6i2 fill Nnw6'Iler LorAN'9 € } V0.0 I10.0 110p 110.o I10.0 INA 110.0 I30,1 111.9 109.1 71.0 61.1 11.1 ]1.! NO too tH0 1111 11N tw Ill, IHf9 UN I1N 1656 IIII 1110 915 Ill Il0 621 n Trlm0n0. '� IJO.o IT" 1140 "Ite 1700 1J40 1106 I55f Nl] I10.! 71.1 61A ID.9 b.6 11A D '6p 531 NO 156 %1 lop Ito, 1]l5 pH 1N9 1169 e9, 109 U2 WO 519 PMie IJo.o 1140 119.0 INA 14LI 1146 V. 99d H.3 }I.9 N.1 1!1 ]9A 51.0 21A Win a4 �y tr]0 1M] A91 mt 1161 Me 1916 O11 1556 1111 11N 915 ill UO NI Tnb E 110A like I1a0 %1,. INO 1100 1T60 1WA 12t] 110A 6L6 593 ]10 }U ]1 6 e�p 'll 411 660 156 .1, 1113 1111 I2H 1153 1219 IISB 111 Ill 621 U. 509 P1.6k. 110.0 Ilk. 1140 W. IN. UL, 111.2 ILl N,l N.] MA 166 2S1 P.I 11.1 160 �J .• f91] 326I }191 n DWI, no.o 1I0.0 110,0 liwe9. 'g: tL UO IN 31U 11BeA61 21U }OW UH IIH ISN Illl 1110 916 NI Df 110.0 110.0 f10.o 1W9 lil] 1093 6}] 19.1 ]3A b.i 1061 1171 IN1 453 I211 11H U0 16J 612 fill UI N.5 %I 14 in VT 41i I %,1 1 IW 1 20.1 BIT 29A ]9f N E pl 251 190 ]IA O1 il.l ley 19.] 111 N.0 }11 I1.1 1]] 11] T6 TAB Su41Ne AncllerC 1p PalbmS A•'Swl9 E d5lerte n EMMONI n 2Art1.M 4.)Y MIM1 O.C./511NNi00e1C pt ArtAm LIS•MNO.4/SImmN dOeIC ry192Y tl IArcbn YMN.4C1 hAArybt / pS' 1 AI[Iu2 4M'MIM1 441UC0 In10.IMNUIM1 191Y I /uabJ p 2An.r, 116'MIn CC/FLA p6Y E]Y. Q+[Me 110EI[o LTI.. 1• 21/Y tyl' 1Y! W. 3Wb IZOS IWb IN IfS NO. WA WA 1%Nr 1Wnv Rq IM ]Wb AllebolGpShcy IMBO.Lw. 1' YII2' tY1' Ib<' YYIbss MOOT NU. WA NOb 16BJW NIA WA 226b 451m NIA WA ]6MCmc Y16'EI[o WxM SLw 'l 1841E5 NIA LBW IOI 11/A 6YeT. N/A h615 (Ib51 YIC ENOIAIam 1• 2VS 1-VI' f�VY WO bS 2Nb N/A 9W Rn mom epl lm IIIA IYA ..S l 1tlb NIA ILb Xtl9w CM11 Ill Eto Vale[m 1' 2-112 1A/1' lAl! YAPS 7101. NIA WA ILIA 1 1-SW NIA WA 1'/}PS 9lplle NU IYA 41.9E Ek0 NIP ECa Appepe0l U4Mm •! 51r8 IAII' IAII' 111.1 %Illn NIA WA IN 1N/A WA 101 ryi S411e N(A WA NkOCMU VY 49 Fl[c AWR6tl4 T 2 W6b WDEAib WA 11]I[c ILA PFW tl1081e9 111]91M d[len([G)5[InlpS) DAB' a''Y 13H' MYA' Sp IM MOAAQ. N2Wa 6051u NIA WA 110A5 Rtl lln H195 112b N.0 N181a1 311-PO) 44! w1C5 1E014 11216a 196/b 'mL16 YOb FIGURE I: FIGURE 2: FIGURE ]: ANGLE MUST CUP 4 REUSED N PAIRS. F0 FIGURE4: FIGURES: FIGURES Me T470 • • TABLE NOTES _ 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEU25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 31 MULLION AND MULUON CLIPS SHOWN ARE NOT TO SCALE. FOR EKACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM C .WOOD SHALL BE PRESSURE•TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL 0E 6003,TS AND BEA MINIMUM OF.100'THICK. STEEL STUDS TO BEA MINIMUM GRADE43 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.12W THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THEMATERIAL N10 D H12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S.OR 410 S.S. THIS FORMULA FROMTHE 1.25-X3.01'X.D21' MULLION CAP,.. ) v\II II III}IA/ No. SAM :. f Ll ftl,. i f`n'•. A10R1 TABLE 12A Mullion Cepac Table Iblel O'.alnn Width (l01 VBNWLµapeMlg mJll01ml0r OpenlnB H010M(l0]bnwnlaq*SpeM(G mJ110133) IWN Tl WillmA. RKIanOUIN MN Iv! fnvn& Rv[IvnyW win hvN'T4uq, p01n 14elery/el Win ilepTlvn6 Nf[IMplel TOM P[ulvWel 1WIn TnpTtlonp Rmlenpvn IMN TyRllvq. Re4mpin w0N h�MHeM IuednO Re[Ien0.BK lafdn0 hMJldN6 bedM Retlu,pAe/ 1<eW1 hFR,lq InWnp Los dnv Lvadnv Lv+Aiq LognA Lmdnp LmAnO ]nWlq LvednB Lovdne I... I 1m5Aq WMnp LaS+e I x4 x.36 MUNIn yy @ 5e fig' § {e to �g g$ a .pa 4y g pfi 5R yy qy G 6 yp gad G qp qp 3 @ g$ gq yy rpA 5g yy g 5g g 53 y gg qg g n40 aM PAl epe vo.o B9z Pa.l s1e np.o nm n4.a M1 n0.p 1wp n0.1 5z1 1i0.0 14w P0.0 521 Val ON 1]0.0 621 I10.0 IVM t]0.0 p21 I2m no.0 em lino us n0.p ]w Do.a lie Wi HO.o WO t10.p NA p0.p WI Ir0.0 tz16 It.A 0r 110.0 Illr tro.0 aW 11n0 f1W 11A0 MO R.. 106a OO.v BW np.v ]36] I3pA w0 IeN IIp.O rW 1)av sxl 110.0 O50 tro.p ew t10.0 1019 D0.0 MI fi0.0 110] 170.0 M] 110.0 1313 1)0.0 ill DaD 1404 Val 1fv b0.a NW 170.0 1Y Nog 2M N0.0 IN II0.0 991 171. IN W,6Af In I10.0 14 Ii0.0 W] P0.0 6W g0.0 WI IIAO ]51 VIA 116ID Na1-0 14- 0-Y10n1 l6M 0 b. '1'I0 .M1m . 31 N N MI vao NN 11A0 WI wh Ap.O ]91 110.0 6@ 1]0.0 M 1700 e11 1]40 wN 110.0 wl II0.0 15% 170A M IN.O 1111 1]0.0 14A N0.0 T11f IIOA 10Y 1]0,0 1110 110A Ye] I<O.e AW 1I0.0 tYa Win 110.0 IN tall lot II0.0 tm3 1]00 lY1 110.0 1240 11010 1>0.0 tIM q0.0 101fi 1I00 Ifi]] I)a0 OR PAO 1659 OAO 11II 1)0.0 ]l]1 ti0.0 1168 1W.1 1M) 110.0 1171 113J 33W Ir0.0 Ilfl WIn I10.0 TA L)O,p 113 Ila Ill. I10.0 OM I10.0 1]M I)c.0 HO 171. 1131 val 1IN w0.0 Iwe 1100 1210 +]OA AN 110.0 1225 I51.1 21 110.0 1zM IIlO 1b] 110.0 12M 5 661n IiAO Ol4 1]0.0 iB0 I10.0 1160 1]AO 9M 11A0 1]61 1]0.0 I= 110.0 iMe Pal 1. 90A m23 q0.0 1]0i w5.A 21w I1A0 IIM 121.e 11w IM.0 1W1 Tlw P0A ISW Rln 1I0.0 IOA II0.0 II0 IlO.A ITl3 110.0 I(03 I]0.0 1{M 1I0.0 IIM IIc.O 1]M Ilp.O III. 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USETHIS FORMULA TO OBTAIN THE -ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO OUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLENOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-21 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-R0. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN $O OF DIM ALUMINUM SHALL BERB3-T6AND BEA MINIMUM OF.125•THICK. STEEL STUDS TO BEA MINIMUM GRADE33 AND.04177HICK(18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125• THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010 & 912 ANCHORS INTO WOOD MAY BE STEEL, 1118 B.S.OR41D S.S. 2'X4'X.25- MULLION • •3,i :r �" N✓. 50TU5 lLYL OF jj( A. LYtfN t'.tf LL'ER, P.E. FL P.E.N 68705 L TABLE 13A MYgI4P CB aD TAble IbaM' Opening W1EIh ((m1G15ln0YApIu3-l1g mUllom) or Op4nln0 HeIpht (foI hOrIWUe@up0Mr0 mUlimnl WN v01n Win Win i01n IS IMIN 140M two Rx4nPBr .Wn TroF/r0ary. I4r1en0Wel T�BpTNn10. Re<IenpJx Tref/IHxq. NrlenpAor T�elMgien2, FxlxPllr impTllenv. ReelepJx lnpTAxq. 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ANCHOR CAPACITY ADJUSTMENT FORMULA (OP)X(ANOHORCAP„•.,,:",).ANCHORCAP.e MULLION CAP.,,,- USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR: THE OPENING, WHEN IT IS LOWER THAN THE'MUUJON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION, IT WILL YIELD A MINIMUM ANCHOR PAPACITY WHICH My BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. IgClenm ca: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE, 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLEO CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM GOO. WOOD SHALL BE PRESSURETREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 5053�T5 AND BE AMINIMUM OF,125- THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' THIOK(18 GAUGE). STRUCTURALSTEEL TO . BEAT LEAST.126` THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. INS & Al2 ANCHORS INTO WOOD MAY BE STEEL,10-8 SS. OR 410 S.S. I'll. 50105 w_ ,Go, G ATb DI' A. LVImM ILLtR, P.E. TABLE NOTES' 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 1: HOLES TO NA NRILLEDONCLIPSLD WN ARE FOLOWNOTTO SCALE. ENSIONAL RESTRICTIONS SHOWN ON SHEETS - 23. FIGURE O SHOW SUGGESTED, THE D, FIELD APPROXIMATE HO DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM GBO. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE W ITH AN SG OF 0.65. ALUMINUM SHALL BEWN-TSAND BEAMINIMUM OF.126' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' THICK HO GAUOEI. STRUCTURAL STEEL TO BEAT LEAST A24' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 61H2 ANCHORS INTO WO00 MAY BE STEEL, 18-S S.S.OR 410 S.S. i; + No, OB'ro5 .tea✓ FL P.E.# 2( TABLE16A MGlllDn CY OHy TeI11e Ib61T' O1enln0 W9dth(faWNWllysparviRD mUlllXn)or Oponln0 Hllght(hrlorIwOa y6parAly IT I") 120N M. twln wm i0N wN OOk IWN PNunWly DOm TrpTAenO. nreJnpJel Tlq✓fAHq. Pe[INWID! ➢epTAYp. P[[I[n0Je1 i l✓]AepO. PttletpAY TrepT1Y0, PsolargWel TleitlAup. PK1npAY fiepTlwnO. Im6p Pe[IeIIp1O IUJnD T6rlINq Lu6i0 PfCINWIer beJ[p Tflpn0en6 IDeInO J.26"JO DEG. AL lu°6"Y IONN LwdnO beMO gO 1neOn0 LeeOy VndM lmdn0 n Laedip .h b[eip o IeeOnp v LW Mq 'E.. W[Ow {g• �p .g$ {£! '�' f' pg �i BAYMIULL i SE agg isa �,. yF .g &y .fig' E�' g�., gSad d 8gFE d dg uE S pe 0 py pd.� �€ad g� a6 tio.0 OW 110.0 Y9 lio.o BR ow. 61D 7L Itl9 7M! 621 Ixo.O ITO IRa exl n0.o q0] 1107 NI I)a.0 Inb - 631 1I0.0 B31 IEN tia.a bID lie.0 as 110.0 ]u lio.a 561 1]0.0 BYt 110.0 w0 I)00 it]] 110.0 wt 110.0 1315 110.0 6I1 170.0 111] 1I00 6W 16]3 ISII D0.0 O00 Ib,b 16Y! D0.0 000 Ho 111.] 15x3 lIn 1i0.0 600 IB In 1]OA lW 110.0 521 1160 O50 110.0 WI 110.0 1010 110.D bH 170.0 1195 I]9A )x] 170.0 IN5 170.0 711 1& 1 MD 111.0 ]EB D6.0 110 1I0.0 lb6 IO.] IN] qO0 ]50 IOxR 11U ti0.0 ]60 Y.OlS In I10.0 M II0.0 55f N0.0 6A0 ilmo 900 IN6 110.0 TO I'm 1216 T71. 0W 16.4 1353 1100 BA IM.f IDO 17010 BN 130] 13 110.0 851 l.t 1311 N0.0 WI 0.2 I= PO0 tll 61N I)0.0 LIT "I all IW.O DO %10.0 091 1211 ISB.B PH 110.0 1210 N.1 BN w.l ISI/ 110.1 DI] 61.6 1]10 110.1 BI> ]>.1 1310 N6.1 BI] WN R0.0 6W 1f0.0 )01 1)O.D IL6f I)0.0 707 1w.0 1310 1]OA OTB 118.1 1110 1)0.0 BH 139.8 126.1 811 ]!.1 1150 1.,2 0I0 65.1 H. 129.5 OID wN 170.0 030 ti0.0 Tls 1)0.0 f110 1)0.0 OT 160.2 I. 100A .1 f]IA 1150 I6f.0 Otl 518,0 1150 NIA we 1M.1 11W IH.2 DO 07.6 Hw WIn 111.0 BII 170.0 709 162.4 1M0 OLD wl 1]00 1016 IbP wl B fat 6W 1"' f010 1]]A 0W B1A IMO 110.1 BW ]0.2 INS 1M.1 ®1 MA IM6 IMR 01B SI,I 1016 1003 010 ,E IM.O 1U w00 0W 1100 )]1 Iw.D iII iB.2 OW 03.0 112 TOA w0 w2 TN 90.1 6w 112 O3 W] 6w 70.' 6w ILA wD 104 MI ]21n 1100 6W 11tD T61 ILIA w0 Tbl )1.1 0]! 19.D )w w,l 631 Ix.O 1W 0L1 OIB 01.1 2W w,3 017 i0N I10.] iW 135.1 WO W0 )9] IMA w8 05.5 1W Bl.> Wf 01.6 063 w.! ]W 18.0 w) 3B.B >W 6b,8 5N )B.I Tw w.0 w2 )1.1 631 w.0 iw )0.0 612 %A TO b5A WS 16.1 Iw 69.1 391 ]D.D 1W w,x 6w f1.e 5 10N p0.0 )W 1105 65T w.] lW 00.1 ON DO 165 911 wl IaB 161 20.0 06J Y.3 ISS 26.6 w] ]].] MS '26 W] ]1.a N2 wN 121 DO ]IA 5w 60.1 M] 6L0 IBI 51.6 5W M.0 Iw [11,0117 16B 175 IDI N.1 IM 11.1 105 28,8 ]W 11A 195 35.0 ]90 wln 69.1 AN ID.l Mf '1.5 Iw 515 1]5 121 199 H.0 Ix)S ]B.9 421 f].0 40 WA 411 2D.] 493 ]]] IW 3l1 10] R.1 N21 276 91 23.2 991 21.0 ]l] 20,9 ut 0' 9d 1)A ]01 10P R1 N.0 3D1 O.0 ]1! 1WBr 11.i ]BI 26 10 OD 3D1 MD NB 200 III ]1.1 10.1 >M Illln NI 0111 ]B.x 3]5 ]20 ]ID T.0 3M 21.5 ]10 2&0 IT$ OLD 120 21.4 370 =A ]15 LL3 ]10 200 ]11 LBO DID 120 N MA 1U WA 299 ]b.T 31] Y0.0 3w 21R 117 =D 200T IOA 210 ISA TO 1L0 2]] IIIM ITb 2M MD 1w nununo rnonritV enIII B 1 fiuwlnl[ 21X COiYIee Anchor Ce ecl ]dX (Mw. Teble be HdICN LNII flee GAU DTM'6w M[lel III'3. SO SIIC FIeo III'SB Eko YID 9JN YI181M YI391etl '1rc ryP'" 116'Eko UURton LI'ELOUNutlI NIS'Eko bIHY,w L16•EOomvcon D. ulae[m Aff.6-oi Wncm A%rtGnol 8[nwp519omV psl 8[nw(Ge] Allehor Cllp P6MBT1 f' 31? I' 212' Y. }11P 3' 110 0,121' Eep P[IeMe DnY I' ?1([' 1' YN' ]AIG' I IAA. 1-11P LIll 3' 1.1 D' LIB Wle' I...111nC 1.Y1' I-YP I I I' I I-LI I IdP Twl -LIP 3w IM 310W 11114 IAICI welW HI Ba I131b Swlb ]M[Mle 5'Wrt O.CI MS NgYP I Ip.l] >DDIw ]PoW <W bl 1 OWW II1W IW 2110[ ]IDIb INIW 159310] Po3W ITT 112015e I ArcMn ®3.. MIn. I D.0 h6 Anpe PW 1(Flp.3Y. lwb[ ]w D. IWW twDlro 9535W wow 5001W WA II301M A 13Mw WA IOP31N OTT IW3M n O.G/ 9[5 6 / F .]. 11101b 9Mb '6M Ne 23NM WA Melb 10591M FIGURE 1: El FIG,FlG, ft - FIGURES: 17 ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. / 125'vj 3) MULLION AND MULLION HECLIPSFIELD SHOWN ARE NOT IM SCALE, FOR EXACT DIMEIONS SHOWNS,N SEE SHEETS 1123. HOIFS TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGUR ES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS60'4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUTFILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM G9O. WOOD SHALL BE PRESSUR6TRF TED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE W63-75 AND BE A MINIMUM OF.125'UEASTTHICKSTEEL HICK AND OBE AMINIMUORS INT METAL3 MD 045- SHALL ICK J18IDITEN ATUEST3 SCTURALREWT STEEL READS OBEAT U THEM MATERIAL. 910&D2ANCH A36. ALL ANCHANCHORS INTO MAYBES STEEL, EXTEND ATR410 S.S.SCREW THREADS BEYOND MULLION THE MATERNL. A10 8 O12 ANGHORb INTO WOOD MAY BE STEEL. 16.6 9.S.ORd1O S. No, 90'/05 ,F P.E. T B Mullion Capacity Table IheM1 OpenlnD Wldth (far SaNrAIIpIpNA10 mslllwB) a CNnln0 HNBht (lNtnBralaP)epalArp mlAlarB) TInBRdvp, Bcd.nMIM e01n TRBIIAenO� P.., 001n A. TIPVMNnC, R.S.1Jnl 1NIn TPATI . Prclvply 1201n TnpTnslp. PL.00v LuMO main TLOodrnO. LmdnD PwINWIv ScwnO IONIC R[yMenO. bwna 501n T.Wd". P.Bonadv SON T'lPh1W. WII.Mdu }0In P.".w1w L°•a letln Lo.dn U..en. b.MO ..PO .6M to,"O luc6N 2. Ladl LN&D Lo.dvq btln0 3.26"46 DEG.AI. BAY MULL g b n 3 t ai F gg & $ L.. $� n $ 1.. p t- f,_ 3 $l a f,. 9i g&g 14� (5T a9 Ea' s8 Sd I8 3� ?� 52 a' 8N qe tm.0 e0e Nn0 Sm n0.0 GW 1I0.0 sl0 n0.0 11fe Ir00 5x1 90.0 IR10 Oa0 sIt TO.D IIM IiD.O sxl 1]0.0 IPs f10.0 M1RI Ion] Iql Ir00 5:1 aN n0a ax0 v00 as uo0 ]u na0 NMO W 1100 on 1}0.0 030 11a0 1133 I100 001 RDS IRIS BOO 011 VDA HIl HIS BW 101.1 1-1 110.0 NO .0S IGr 1)0.0 e0J I'11.0 le]l 1ID.0 810 ,,in Zoo iW 7001524 17MO ON 0I1 I100 10b I70.0 HI IMA 1183 110,0 H] Ir0.0 111$ 1710 Ill 17M LIB. INA lY W.1 1551 110.D To 1M.1 1652 q0.0 }`d 110.1 te52 I10,0 }50 'AAxSN q0.0 ill q0.0 W> N0.0 O[0 Xd N0.0 N0.0 OBI 170.0 HIT R0.0 ]A 170.0 INS TOO 001 170.0 14M 170.0 W 155.2 N55 110.0 BW 120A IIS f10.D !el IIO.B I155 1i0.0 !BI 01.0 130 1}OA Bel N4, 1]0.0 TV N4.0 012 170.0 110.0 fl1 O00 1RW N0.0 OlB 15}.1 1]W IID.O ON IJe.l bur I100 B]0 125] I. INS ON IMA 1]W 1571 002 0.6 INS H11 112 r0.. f]W IS].I BCl Wh I10.0 eN 00.0 I01 A5 110.0 NOA 1M] 1118 170.0 NA 1020 1247 170.0 NO 142.5 INT 1N.$ CBS 12MI 1M1 ISIL 05 114.0 1247 IMA OS] OS0 IR11 IY] ON NA 121} 135.i BR ]1.] ' I2R 1]SR TAT OJS CI VOM BID 1100 1100 700 R00 1100 VIA M J414 NO 1041 NO 1N.0 1100 111P 015 Nat 110 IMS WS IW0 H00 I251 014 001 IIN 1%5 BM 147 11Po tle.t 0% &B I1W e01 Wln 72h 1.1.8 011 1.10 1B0d S1] IH.} Join1NA ON 115.1 1010 117.2 N1 IOLO TOM 111.] ON IB.O 1010 105.0 "1MB 1010 050 OOl 1rA 10f0 W.1 ]01 e}A 1010 01.0 1W SOS 1010 IL1 1!1 3 1W II41 XO fII.O }]! 00.1 IRA IOL 11I 15.0 ON 11.2 ]IA "a 0LE 153 tb 10.r e]O e2] TA 5}A lal 11.1 110 li.l W3 11.2 }IO 110 KE >0.0 I00 701n D1A BM 11]1 713 IOA e01 NA ]M N.0 wl 70.1 BN A.0 eBl N.I NI N.1 e]1 N.5 0}6 ]0A 091 61] BR Y IDln 1..1 NI 1]2.5 ]51 1050 WI 112.1 l Wa .1 06.6 ]N ID.4 NI IIS N,5 Ib IIS 511 A.B Ne 10.2 511 25.0 ON N3 Wi Wln e!A NB W.I 3I1 Oee 610 R.1 %1 Sal 74 vP 5N 51.r Na 50d N5 IM. ON A.0 S2} 41.1 NO 47.0 SID `A1 20A IU Xe 31.1 I% 10,] 3N et,l 10I IRd Ne .5.0 IN J1.1 b5 1. b0 ]L1 N0 ]0.1 q0 21.1 590 YA 13B 21.2 W1 ]O.S .53 R18 NN N.3 5N ]0.1 WO %.0 ]e.e JBR 210 M0 Sat ]p 20.0 "0 II.1 b0 17.1 N0 Na NJ 1S0 NO IMP Sb to In O.0 449 40.1 405 ]0.0 NB 11.R ]W N3 NB 35.1 ]W AA M0 Sl.l ]Ol z00 HO NO 10.4 425 YJ.} JW 15.0 125 IBA 343 III In 11.1 1Y+ ISO ]N ]1.1 I23 Bl.B ]10 >1.6 125 ]20 B]3 9.0 135 20.1 Ill 21.1 IK 212 %2 2L1 425 21A IN In NA YN ]S.5 Sll 20.1 W 29.5 IN 248 NI NO ]21 21.0 NI R2.0 21] 10.1 NI NA ]I] I1.5 ]N 10.} SW INN NM ]A A.4 N 10.9 SO 1L 23O ..f�..�o .emoTS• en B. TABLE 169 Cap ltvTabwllh.l tlAU FTW01 6u5clrele' 2ih Gltly. ].SFf.•. Huron CMU 11PSSEko EIce F,- llWc Fko Y1261.c{ 2TO Y1361ad Mkna Typo: ]11C Eke UINwn IN'Eko UNUM SI10'Eko 11P Eko Ul4won VPEo UIWem APo.p11v VI US APIi.B]IM l'.CI 9<IM(GB Nia l- Anchor Clip PBBe1110 MBrcrc llr P 11? Y 111Y Y ON' II.1105) 0.331' FOR OaUrcollnk 1' hl(! 1' 2'1R' 1118' 1" 34? Lo. I V1 1.LP Wa' wAc[ E mtcbnml M% 1Y1' 13V' IY1' 1-LI' S 1-I/1' 1-I N' IA/1' Inl1' 1-III' 1]BIN --Va. R11 1131M N[ 3 AMIm. 5'ABrt O.G/ LaM - / .1 ]Polb ]W DI If01y aWM IIM IE. 210101 2W Ie[ ]N01 ]IOlbf )111W BW ISS BBR IRA N2N Nlb II IIMIbS 1AttMn .b'Wn.OL./RI2.5A NCM/ .3t ] lno lec IWIM iWM fel01M 35351b NOW. aNIG WA f1301h lIB IRA 1]]l lb INO a5 FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. TABLENOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, 4) SUBSTMTES: CONCRETE SHALL CONFORM TO ACT 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM F90, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,65. ALUMINUM SHALL BE WSIT5 AND BE MINIMUM OF.126- THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' THICK (18 GAUGE). STRUCTURAL STEELTO BE AT LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND THE MATERIAL. #la 61112 ANCHORS INTO WOOD MAY BE STEEL, I" S.S. OR 410 S.S. LY14D DLO, 507305 gY T40' i-1 .,25• .125' STANDARDCLIP 2.000' BOB3.TN -TlAUJALUM. 2.125' %•SECTION U I I 000}TB TGAL PLUM -.125' %SECTION .12V 3.125'---� _ CpEATE FCLIP, BEE I r3T5• MW. I DETAIL F. SHEET4 t 1 i i I I I I I I I I I 1 I 1 I I I I I I 4 STANDARDCUP OENTEROFANCHORHOLEMUSTUE 60S}TBAIUM. WITHINTHEDASHEDBOUNDAR,SSEE TOPVUiW SHEETS5-20 FOR THEANCHORO.C. 13))''1 .125' .TI/ I I I I .125- 45' 30' � I I 3.2fiN•4SBAYMIILIn I 1`�• 30'SAY MULLION 003}TBALIIM-_----- 6X-SECTION I %SECTION %.SECTIDN T 1 I .220'l i•.981'-i l .220-1 0..981'-i .12 .1 NOTES: I) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 6-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. OFFSET CLIP 6003-TBPLUM TOPMEW 37 J15' CENIEROF ANCKOMSTU HOLE U WITHIN THE DASHED BOUNDARY. EE , 6 SHEETS EETS}20FOR 4 .DIS ANC110RO.C. E. MA`(wU ANANCHOR IE AMMMETER:ETER: ANCHOR - DIAMETER ♦1H0'. U.CUP 00N}TOALUM. TOPVIEW —, I—.,25• . 2.On�' 2X6ANGLECUP L%SECTION 125 C!• l�.mA1T DImmNPn V41u4(in) PP1 Molllon: OlmenMen VSlua (Inl For Mu1110n: F 1% X .125' N.0 m TL, MuOion F 0 p.fi60 Aluminum Tubei Sir D H I 1.000 2680 N I L13B J1fi0 F d1N) 1'X4' .375• MMnlnum TUo0 d•T' F G 2025 1.125 1.25'X304' E.624• Numinum Tube muulon G H 0.151 2430 H I 1.500 3.250 I 3.000 F 2.513 SIPS. Mull F G 22W 0.760 1.2•X33 X•I00• AluMmm, Dub- M010n F 1876 15. 9e Mull I ,.5D0 J260 I ^uMull Dlm4ndon DNee193 PCT PPMX MuClu. SIC. CLIP OOr1CIIp UCIIP` I An914CUP 1'xr x ev(10) BB361 whim SC01122A1 OOBNIM OSB3IBM 1'%4'XdT6'(11) BN810 580112M 5551123M S=,t1M W510M 7X V X.07T T (11) 60053 &TI12M W1123M M242M W519M 1.2V X335• X.IOP(13) 201ND M6112)M 0801124M OW2410M NBBS115M 1.25•X3.25•%.82P(11) 20151 BS611MM 6601125M 0601411M MII6M L21 X3.01• 1.021•(11) 20111 E6N1117M 8601126M 0W241M 60851TM 900e9m4 (IDI 80510 WA WA WA W5 5110M 490e01ee (101 1F00 WA WA WA 6WI11M MIR. . �YNN .... TT� `�? jV j FIo. F10705 •. - Ll; 14 - �X FLORAO\P%C9; ' A. LNNJy'ryl(y4ER. P.E. FL P.E. 58705 Mull Dimension FGTPBrtA E (shoot a) Mulllon SW. Clip U-Clip A g8 Cllp I "II-".125' I--��—.125'—II--,126' 2"X.25'(10) 08802 66B281M ON271M 08651"; STANDARDCUP U-CLIP 2X5 ANGLE CLIP 2'%6"X.26'(17) 601504 066262M 888272M BBB5173M I BOB1Te ALUM. 6061TB ALUM 6LK]-T6 ALUM. 2125• X.SECTION 2,000- X-SECTION 2.000' X-SECTIONL NOTES'. .125' r.12S• .126' 1)HOLES N BE DRILLED IN THE EN FIELD FOLLOWING J. DIMENSIONALRESTRICTIONS GIVEND. THIS SHEET. 2)SEE LOCATIONS. S30FOR SUGGESTE�,APPRO%IMATE HOLE LOCATIONS.-1.495` 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 6600' CUEHERETO 6.000'�.MIN. o _I CREDa hl- IP, �. MIN. SEEOETARF, .M rL -.3IS 316' - MW. MIN. sxEEi4 f________ ___1 __ ________T __ __ i_____________________ I I I I I 4.000' I �.. _I__......... ___...........__I_. ... 3.430' @ _.... .P 3A90' i. .250'-2'%4'X.25• 3.430' MULLION I L 6063-T6MQU ALUM. I I 1 r.375' X-SECTION i I _ It ---------------------- ivin E_ STANDARD CUP LLCLlp.6601T8ALUM. 2X5 ANGLE CUP CENTENO OFANCHOft NOLEMUST LIE 806}T6 ALL S FO YX4'MULt ON SHEET I6 CFNTEROFANCHOft NOLEMUST LIE BOB]-T6 ALUM WITMNTHE GASHED BOUNDARY. SEE TOPVIE's TOPVIEIY WITHW THE DASHED BOUNOMY.SEE TOPVEYI _ _-_-___ SHEETS S20 FORTHE ANCHORO.C. r-2.000---j 2•x6-X.cs MULLION 6053-TBALUN, . X SECTION 375'-,• MIN. @— ENEPETO -s.566- CCREATE !E1 _ SEE DETAIL F, � 6HEET4 I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I CLIP'- STANDARD 6061T6 ALUM TOP NEW 375. I I I .'anm)ULT nOVISCO I I •mmplYinS �dN Je FWIiA 1 i AcaPlv¢e No lb•OzI B.O$ I I i I E PIInlirn,DLe 2021 I I I p. _ 4.BB0' Q - 1 SA30' — _ — _ — _ _- -- _' 1 Dod4151 111 . 3 I I I I L____________ __ ` I'1 •i --. cFi:�.f;OR1DF. ';�,\�: UCUP PX6ANGLECUP BOB}TB ALUM//Ir rO �\ r` rani. llw1 ALUM. FOR 2' x 6• MULLION SHEET IT - TOPMfW . ITI L�J� A. LYU14 }.F�LL�R, P.E. TOPMEW FL P.E.q 68705 EXAMPLE I: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS HNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.114'. THE OPENING REQUIRES A DESIGN PRESSURE OF+60DFWD PSF. LENGTH 1572-MOW, OPENINOWIOTH IS 3T132N'=65'. REFERENCING SHEET 25.THE COLUMN USING ® � A AAA NOa1CH_a_RSINNESD --" 1) INITIALLYASSUWHO THATA V WIDE MUWON IS SURASLE.THE MULLION - RECTANGULAR LOADINGMUSTBE USED. SCAHTHEMULLIONTABLESFORA MULLION THAT IS ATLEASTWEWINDOW FRAME DEPTHOF2-114'AND VALL MEETORE%CEEDIHEREQUIREO DESIGN PRESSURE OF.60.0140.0 PSF. IF THE TABLE DOES NOT SHOW THE E%ACT SIZE. USE WE RUNT LARGER SIZEAVAILABUL -SEE SEE FROM TABLE OA SHEET], THE 1'%2.75'%.375'MULLION(LENGTHa72-, OP ENING WIDTH a TO-) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS 458.3 PSF AND WOULD q@ FENESTMRDN PpWVLTS DETAILS. SHEETS NOT BE SUITABLE FOR THIS APPLICATION. REQUIREMENTS FOR THE Y s L+ D! AAAS.. 2-3 FROM TABLE 4A SHEET B,THE VX2.75'%.050'MUWON(LENGTH e72-OPENING WIDTH=701 HAS A DESIGN PRESSURE OF+/-72T PSF WHICH EXCEEDS THE R1 OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 035 MS. N U.GT. 4 — 2) USETABLE 48 TO FIND THEANCHOR 7YPE,ANCHOR QUANTRYANDCLIP TYPE REQUIRED FORTHE WOOOSUBSIRATE BOTHT4E STPNBAJU)CLIP WITH (4)f12 ANCHORSANOTHE2%3 OF LBS THOUGH EITHER ONE COULD BE USEO-WE UANDMO CLIP IS EASIERTQINSTALL to Z GN pm d uL SEEO 5$HEEia ANGLE CUPS WITI(4J tl12 ANCHORS HAVE ACAPACIV OVERALL ASSEMBLYY.. FINALHE FDE9GNRAPRESSURE REQUIRESTION PRODUCTS ETHATTTHEHBOTH THE MULLION AND THE N STRATON PRODUCTBE INSTALLED WFACCORDPNCE WITH THES WILL J FL W r2a APPLY TO THE INSTALLATION SPECIFICATIONS INTO RESPECTIVBSUDSTMTE$MDFNESTMTIONPRODUCTSTO MULLION. —_.__... ULATE THE ANCHORCCAPACITYREOURED FORTHEEUtCT DESIGN PRESSURE OF SO PSF: LBS. ALTERNATIVELY. IN THIS GO 0D N I n0M•CHQ99ww1 IWWSRL THE ANCEH RFCAPACIYAD UUMENTFORMULACOVLD HAVE BEEN USED TOOVERALL CAAL J (60 PSF)%( 040 LBS =524.9LBS (MAYBE USED TO QUALIFY# IO STEELSCREWS FROMTABLE 40) ]2] PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES ACONCRETE HEADER AND SLLL.WE WINDOW FRAME DEPTH IS 268'. THE OPENING REQUIRES A Z DESIGN PRESSURE OF+50.01-55.0 PEP. Q < FOR THE VERTICAL MULLION: 1) INITULLY ASSUMING THAT AP WIDE MULLION 15 SUITABLE, THE MULLION LENGTH 1932Y72-W-10WAND THE OPENING NEW IS 38' W-l'-73'. REFERENCING SHEET25, DEPTH OF 2-316'AND WILL Z~Z ¢ EED C, F 9Z p3 0 THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAJ WE MULLION TABLES FOR A MULLION THAT IS AT LEWWE WINDOW FRAME ra3 MEET OR EXCEED THE REWIRED DESIGN PRESSURE OF+E0.0"5.0 PSF. IF WE TABLE DOES NOT SHOWTHE EXACT SIZE, USE THE NEMIAfIGERSIZEAVAIIABIE W D. EXAMPLE 2: MULTIPLE MULLIONS FROMTABLE 3A SHEET 7.WIl 1'X27SX.3iE MULLION(LENGTH -IOV, OPENINOWIOTH a W)MUUTSWE DEPTH REQUIRED. HOWEVERTHE DESIGN PRESSURE I5+A1E1 PSF K N MMLvnOm AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. lr FROM TABLE 12A, SHEET 16, THE 2"%4' X.250- MULLION (LENGTH=ROB', OPNWGWIDTH^BB')HASA DESIGN PRESSURE OF+/A4.T PSF WHICH EXCEEDS 111E REQUIREMENTS OTI LBS.5, Q Z �[�3 FOR THE OPENINGAND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHORCAPACITY REQUIRED OF 74-, NOT7TAS PREVIOUSLY OFTHEUSTED PENTUNITTHEADJUSTED OPNINGWIDOW 9DTHIS+2tFENFSTMl1aNpASSUMED. NYTHATTNTMT TN OPENNG. LTERMTLVELY,THE VRNOOWYAOTHSMAY BE REOUCEDTOIAAINTNam. NAT L PRESS R IS STIL02'TOTHEVBOR VERIFYTMTTHE DESIGN PRESSURE IS STLLMPLICPBLE FOR THE ADJUSTED ASSUM D.VE W117T DIMENSION(3,1WP 355IX.2 T3).2)USETMM120TO FIND THE ANCHORTYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRAE INTHIS EXAMPLE. ASSUMETHE POUNCE WITHINTHE W. CARE MUST BETHNENTO MAINTAINTHE FASTENER'S EDGE DISTVD. RCA vea lD0.� I CONCRETE HEADERAND BILL ARE VWIDE. IF THE MULLION CLIP WERETO BE CENTERED THE STANDARD CLIP WITH(8)116'ULTRACONANCHONO AT AN EDGE DISTANCE OF 2-112- GIVES AN ANCHOR CAPACITY OF ID50 LBS WHICH IS GREATER,AND "'—�— LENGTH �ESEE u'ESEC USING THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 MS. arErvixc sNFETeN sMEETa HEIGHT FOR THE ROg120NTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE AT X 4-X.25V MULLION, IN THIS EXAMPLE WE WILL MATCH WE HORIZONTAL AND VERTICAL MULLIONS, ALTERRATVELY. ANOTHER F� MULLION TYPE COULD BE CHOSEN, REFERENCING BHEET15.T1ECWUMNUSWOTUPEZOIOALFRIIWGULAR LOADING MAY BE pRWUCTRDVISF. .+Fe„,drMn+HH06 FIa10A L1uiICu,B f�da 1) WE MULLION LENGTH IS W AND WE OPENING ME. OPENING HEIGHT- 120') HAS A DESIGN PRESSURE OF+PITO.O POP WHICH EMECOSTI E ,Loaepl.--FJn 16.0215.03 USED. FROM TABLE IPA, SHEET I6, TIE 2'%4'X 350' MULLION (®LENGTH=4Y, REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTETHEMCHORCAPACHY REQUIRED OF$21 LBS.SEE e'pi,.Um Dale g02I DETAILS, 2) USE TABLE I2B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REWIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE, ASSUME THE CMU JAMBS MEW BE TAKEN TO M,,NTAINTHE FASTENER'S EDGE DISTANCE, USING THEM ANGLE CLIPS WITH By Miun Duda Fm d SHEETS WIDE, IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE W. CARE MUST CAPACITY OF 840LBS"ICHISGREATELANDTHEREFORE SUITABLE, FORTHE REQUIRED LI IIIIII (4)3118'ULTRACON ANCHORS AT AN EDGE OISTANOE OF GIVESANANCHOR ASv zj E4i4i _III 1 ANCHOR CAPACITY OF 521 LEIS. SAMEANCHORCMACITYOF521 MIS.TAUM I2B FGRTHELLCLIP SHOWS WE ANCHOR UtI(LYN....lq � :'V\CLNsf `S ES" WE. Y•.HMR IIr—NBILLENG111~�IAM1L L£NG1H—III MAARN QFOR WE UCLIP INTHE HORIZONTAL MULLION TO VERTCALMVLUON,USETME USING 3 ANCHORS, WHICH IS GREATER,AND THEREFORE SURABLE,FORTHE REOURECANCHORCAPACRY REQUIREMENT OF 521 LB5:TIE C5:' •'.•'�. F--oP THponvSgHULMUIt-1 CAPACITY IS 1074 LBS WHEN ANCHOR TYPEIS A912 STEEL SCREW. FROMTHEABOVE STEPS, OUR MULLION LESION PRESSURE IS: Na. 5a/05 h vl' YF I�Gl, PSF FROM THE VERTICAL MULLION;"•t'I +At]0.0 PSF FROM THE 38'HOp120NTLMULLION ATTACHINGTO CMU; •• S'IAi'F�U� +/470.0 PSF FROM THE 3V HORIZONTAL MULLION ATTACHING TOTHE VERTICAL MULLION(INTERSECTION). A'(GR10M+'[• C THE LOWESTDESIGN PRESSURE IS+464.1 PSFANDWOULDAPPLYTOALLOFTHEMULUONS. VERIFY THE DESIGN PRESSURE OPINE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM WE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION REQUIRES TMTTIE BOTH THE MULLIONANOTHE FENESTRATION PRODUCT BE INSTAISED IN A, LYi4N MIUL•EIi. P.E. PRODUCTS. WILLAPPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE ACCORDANCE WRHWE INSTALLATION SPECIFICATIONS INTO RESPECTIVE 6UBSTMTES AND FENESTRATION PROWCTSTO MULLION, FL P.EB 68705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TMPEZOIDAIJIRIANGUTAR LOAOING: LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED L9II I LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORZONTAL MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOADING OF HORIZONTAL MULLION LOADING OP VERTICAL MULLION LOADING OF HORIZONL ov MINGLED , NOES' HINGED[d6a1UCt IWVISGD PW PW I mawnplyWpNNYU FbMe I RERESFNATIONGS Ruilnino Cme CONFIGURATIONS OF TYPICAL narMenm - ----- '�-� PW CONFIGURATIONS. E imli One /LOQ -- CONFIGURATIONS NOTSHOWN PV`' MAY BE EXTRAPOLATED FROM Mlml xefl d THOSESHOWN. / / I I 'CANNOT \�tlt , LYNN Af/'XG I Z IF MINED, TYPE USE`` PW RECBEDTANGULAR LOADWO: �.�C JGENGG `�Fy ...TI / ON SOD � ACTUALANCHOR LOCATIONS. VAL FOR � �C)�•pl.�`Ui� PW .- I --_ ..-__... DNS. - l 1 .1LOITO `('q I -- i ' 31SEE PRODUCTS'APPR � �/ I II OF PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS L'. O LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I ] ' _ - .... c LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION