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HomeMy WebLinkAboutPRODUCT APPROVALi Florida Building Code On], Page 1 of 2 k'& ;gea �'T.E124M 5»wsIM&MIT�,;.k I r :.. = EMS Hums• I Ina In ] user"g'streb. j Ha Topic 1 submit Sv2barye j Starts&Fats PubumnorsFBa Start aC6 site Mao i UJ iu, i ssa�I �e Product Approval I15 d Dn �v �ER: Public User t"'ya,`feo RvtluR Avvmval Menu > Pmau^_[ or peoliraaon Sea,cA > pvdicatien lot > Application pelen FL >k 'FL331-R13 Application Type Affirmation Code Version 1`2017--� REVIEWED FOR Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email CODE COMPLIANCE ST. LUCIE COUNTY PGI`Industrles®CC 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext 2231E druark@pgtindustries.com Jens Rasowski jmsowski@pgtindustries.com Jens Rosowski 1070 Technology Drive Nokomis, i. 34275 (941)41 0200 Ext 21140 jmsowski@pgtindustries.com r Category /Eitterl6i•;Dodrs �'�`. SCANNED Subcategory Exterior Door Assemblies :Swinging BY St g Compliance Method Certification Mark or Llsting LUdeCQVn}t, �1 Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE ID Validation Checklist - Hardcapy Received Referenced Standard and Year (of Standard) Standard Year AAMA 450 2010 AAMA/WDMA/CSA 101/1.S.2/A440 2008 ASTM E-1886 2005 ASTM E-1996 2009 ASTM E-1996 2012 Equivalence of Product Standards Certified By iEZI affirm that there are no changes in the new Florida Building Code which affect my produa(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity 0Yes QNo GN/A https://www.floridabuilding.org/pr/pr_app dfl.aspx?param=wGEVXQwtDgtsZzB6Yva/a2b... 3/12/2018 Florida Building Code Onlinl• Page 2 of 2 r Product Approval Method Method 1 Option A ' Dare Submitted 11/07/2017 Date Validated 11/07/2017 Date Pending FBC Approval Date Approved 11/09/2017 Summary of Products I FL # Model, -Number or Name Description 331'1""p4] --1'CD--290 -Limits Aluminum Hinged Door of,Use Certification Agency Certificate Approved for use in HVHZ: No FQ31 R13 C CAC FD-290 Cert'fcati n.odf Approved for. use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/21/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL331 R13 II FD-290 df pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 56705 Created by Independent Third Party: No Evaluation Reports EL331 R13 AE FD-290 Evaluationf Created by Independent Third Party: NO 331.2 FD-5455 Vinyl French Door & Sidelite/Transom Limits of Use Certification AgencyCertificate Approved for use in HVHZ: NO FL331 R13 C CAC Certification FD 54 5 Odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/21/2020 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL331 R13 11 FD-455.pd pressure, size and anchorage information. Also known as the Verified By: A. Lynn Miller, P.E. 58705 455 Series. Created by Independent Third Party: NO - Evaluation Reports EL331 RIB AE FD-455 E al t tlf Created by Independent Third Party: No 331.3 FD-5555 Vinyl French Door & Sidellte/Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL331 R13 C CAC Certification FD 5555 df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Cate Impact Resistant: Yes 05/21/2020 Design Pressure: N/A Installation Instructions Other Please see the Installation Instructions for design R331 R13 fI FD-555 odF pressure, size and anchorage information. Also known as the Verified By: A. Lynn Miller, P.E. 58705 555 Series. Created by Independent Third Party: No Evaluation Reports FL331 R13 AE FD-555 Evaluation odf Created by Independent Third Party: No Bari Nert Contact tl-:: 2601 Blair Stone Road. IT 32399 Phore: 950i07-1624 The some of Florida is an AVEEO employer, Com,miht 2007-20t2l Sam of Fonda. :: p,ivan Statement :: Refund ", m" untla Florida law, email addresys are public mcud . If you do not want your e-mail address reamed in mommse to a public -records request, do not sand demonic mail to this entity. butead, contact the orrice by phone or hytmdaurpl mail, if you have any mmytiona, plaaae coact 050.407.1395. -Pursuant to section 455.275(1), Florida Statubs, efhcdve October 1, 2012, lipmse w ecewed under Oepter 455, F.S. must provide Ne Department wW in an address If they have one. The emails pryNdOd may be used far official communication with tip a,onows, linwaver wail! addR55P5 act public R0rd. 1f you do not wish to supply a penonal address, please provide the Department with an em ill admism which can be made available W the public To determine if you are a Icensea under Oiapter 455, FS., please dick here. Product ApProual Acceptia M ® OR E https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtsZzB6Yvo/o2b... 3/12/2018 GENERAL NOTES: 1) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURESUSTED. 13.1A 21 WOOD BUCKS DEPICTED AS IX ME LESS THAN 141 THICK. IX IF UNIT IS INSTALLED DIRECTLYTO MAX WOOD BUCKS ARE OPTIONAL SOLID CONCRETE. WOOD BUCKS DEPICTED AS MARE 1-1Q' THICK OR TT GREATER ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE 27-1/2" BY OTHERS. MAX, 3) SEE TABLE FOR MI NIMUM EDGE DISTANCE FROM CENTER OF 1 ANCHOR TO SUBSTRATE EDGE (EXCLUDING FINISH OR STUCCO). —1- 4) SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USING SHIMS CAPABLE CF TRANSFERRING APPLIED LOADS. 6) ANCHORS SHALL BE COATED OR CORROSION RESISTANTAS 12-8/I APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS WALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. MAX ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS T SPECIFIED IN THE FLORIDA BUILDING CODE. 0) ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND F GE OR FIN. OVERALL SEALINOIFLASHING STRATEGY FOR WATER R ISTMCEOFINSTALLATIONSHALLBEMNEBYOTHERS. , 7) MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE, 2.7 KSI CONCRETEAND CONCRETE MASONRYULRTS COMPLYING WITH ASTM C-90. GLAZING COMMIES WITH ASTME1300. 13-1111 SITHE IU STRESS INCREASEWAS NOT USED IN THIS NOTEA: MAX ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR T WAS USED FOR THE EVALUATION OF WOOD SCREWS. REQ ARE REQUUIREIRE D RI IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE WITHIN 7 OF THE TABLES, ALWAYS ROUND UP TO THE NEXT LARGER VALUE. CENTERLINE OF THE HANDLE T ANDIOR DEADBOLT. 23-5/8' TABLE I' MAX. AAdnr TYPO 9ubalmle Dal. Mln. Edgeq(IS `2SIee15M5 Wavd(Swih;; Pim) WIG- S["SIw Gr33 M. .A�.,G0pyT6 3R' Stml,AW ; ww 1/4"M...q Mdln cewi d. 1' HdIox CMU 2-1/Y-- - 1-111-- eEIOIIaM&DE PALE OiM11 E1Wi ANCHOR LOCATIONS A SPACING 37.318" OVERALL MAX. 7: 36' BUCK MAX. (Z-BAR) 7e` SHORPW ' OVERALL 1 i SHORPW 6H OR PW OVERALL I INSERT INSERT 80-11116e INSERT 20•MAX. MAX. OVERALL MAX.' MAX. MAX. O SEE 80"BUCK D 8V BUCK p NOTE MAX A (Z-BAR) D O MAX (Z-BAR) Lj 21" MAX.I _3-15N8' 14-7/6' —J 6" �7 MAX. MAX. _ I MAX. I MAX. I14d/B" _ �I MAX. 315/1w MAX. B'-W HI DOUBLE IXX) MAX. 3'BU OVERALL MAX. 73-3/8" BUCK 36' BUCK MAX. L MAX. 72" BUCK MAX. L MAR) II 1 MAX.' MAX._ SH OR PW _ � SH OR PW SH OR PW 9VERAL OVERALL 9&11/16' INSERT INSERT INSERT 23-3l4" MAX. MAX. OVERALL - MAX. - BUCK _ —IL 12-114' 88" MAX MAX- 23-519" (Z-BAR) MAX. B / / A TE 96' K / 0 O AX - (Z-BAR) [_T AaTe44 Conflgun0ev Mee Nvm. 111.1^) ^ABwtla1 6Wnp Dredbn Frame Type Stll T7pe DP (pSF) CeHlOwtlon Number GIma I 30e90, I. Sb01..mi D _eWnp Lb09vE MpM1 (Eumper) 1/-50 19D789,791 —Xee5' -SINi.pQ D11<wnp Zb.Al., Mellum(bumPeN a1-35 19D]B2 793, ]94 MIn. Ire" To.p., Monv. or IS. 72,1pB Gav00 mw.(m Sinplv(p OWSYJnp OWM-eew 2-0erlBor Lbx1Bm Mertlum 1pvmParN Lox lsetltl's) 1r-35 al•35' 72.8E Dwtla QOB OWN+Mng Zbn/Bca Lex(aEHln) a1-35' •United We" paler In011mum Tealed al O Fell, 311 M5Ax" 1 M7AX. I - --1 f MAX. � I`, 3N1AX6. 31 GLE S-0'HIDOUBLEIXXI n',1LIIIli l�,r ...••.•...'.`.n .•,- �¢i1C.`e�' b1a SBI05 .. ;V �• r [a Fes` ":lnnln' .I070 TECHNOLOGY DRIVE NOKONI&R-Mrs PICERT.OFAUDI.:2G2% n..,A. o.. J. ROSOWSKI COMM ....0 ALUMINUM 6063-T6 noviernmim Iwrll®4vn]T ioa mlvrvria _ CABANA DOOR INSTALLATION A.. Lynn MBer, P.E. P.E159105 CD-2B0 NTB n .vA 1 of 3 1083011JR INSTALLATION WITH BO%FRAME I J EDGE DISTANCE EDGE DISTANCE S-989T—M E EMSEDMEM T % �-- EMBEDMENT /Ix f_ WOOD SHIM SHIM OPTIONAL OPTIONAL <.` OUT-6WIN0 IN -SWING SHOWN SHOWM- EXTERIOR EXTERIOR F OPTIONAL OINSERT FIXED TIGHT FIXED LIGHT eunL�wT SHOWN 1n SHOWN - OPTIONAL FIXED LIGHT INSERT SHOWN a EXTERIOR OPTIONAL SADDLE THRESHOLD SHOWN / a EXTERIOR OPTIONAL 1-TN6' BUMPER THRESHOLO SHOWN OPTIONAL SUBSTRATE OUT -SWING r->T� SHOWN INSEESHEET MR5 p 9EE $HEETIFDR SPACINGREOUIREMENTS. vz�Ho BO%FRANE� 3) SEE TABLE I FOR ANCHORAGE EXTERIOR SHIM JAMB INSTALLATION AND SUBSTRATE REQUIREMENTS. ('I (DIRECTLYTO SUBSTRATE) V 3) MAX. SHIM THICKNESS TO BE TIT. 4)FOR HARDWARE DETAILS. SEE SUBSTRATE SHEETS. I--- 6HIM T OPNONAL 61NGLENUNO INSERT SHOWN OPTIONALY BUMPER THRESHOLD SHOWN BOX?.BAR FRAME, SILL INSTALLATIONS OPTIONAL 1X Box FRAIA�F. OPn3'NL JAMS INSTALLATION FIXED DGHT EMEWOR WOOD IN -SWING (USING TX WOOOBUCI() INSERT, �L 'n � III SHOWN SHOWN I I OPTIONAL DJUSTABLE TUG SWEEP (SADDLE HRESHOLD ONLY) IOLNONlH"lL YnRNB / FICERT.OFAN,%'. BB CABANA DOOR INSTP 0.F�a.,. PE. —T, — Rr Oq DD 3B0 INTS 1 9 0! 3 i INSTALLATION WITH Z-BAR FRAME EDGE DISTM E EMBEDMENT I OPTIONAL OUTSWING SHOWN %T� eaw9 OPTIONAL FI%EO LIGHT OPTIONAL FIXEOLIGHT INSERT SHOWN \r EXTERIOR OPTIONAL SADDLE THRESHOLD SHOWN EDGE _ DISTANCE EMBEDMENT i 1X WOOD SHOWN EXTERIOR OPTIONAL FIXED LIGHT INSERT SHOWN ZBARFRAME, OPTIONAL HEAD INSTALLATION SINGLE HUNG (USINGIXWOOOBUCN) INSERT SHOWN OPTION, KICKPLA INSERT SHOWN EXTER] OPTIONR 1-TI1W BUMPER THRESHM SHOWN EXTERIOR :-BAP FRAME, SILL INSTALLATIONS OPTIONAL SNOLEHUNG INSERT SHOWN SHIM IOPTIONAL OUT -SWING SHOWN Z-BAR FrrIJJ_ JAMB INSTALLATION (DIRECTLY TO SUBSTRATE) �RTER-IQ$ Z-BAR FRAME FI%ED LIGNT ( OPTIONAL JAMBINSM�ON `J IN -SWING (USING IXWOODBUCK) INSERT SHOWN I, SHOWN INSTALLATION NOTES: _ y~: yn 6vor.. 1) SEESHEET I FOR SPACING REQUIREMENTS. - „`;�l 2) SEE TABLE IFOR ANCHORAOEAND SUBSTRATE REQUIREMENTS. S)MAX. SHIM THICKNESS TO BE I14'. '.;!aK,-'• ,A ' o..,,a: ne MoeAJr aaaFPM9 f—r-.1 �� J. ROSOWSKI OSlJWH ALUMINUM 8081T8 rc�mrX����wanr / tOlNOKOWS,FLM215� � / a M".0FAUT%.:1S2W CABANA DOOR INST/ A. Lyw MlI.,, P.E. °'F""'� P.E.00705 CD_MU Nf6 3 oT 3 10MIiJR Florida Building Code Onl Page 1 of 3 - r} e �r y ai i actsHome j Ingla I User RegkVaacit 1 Hob loplca suaMt Sprdarge 1 StatsIPom pubficaEorts {. PaCsoaff sc6slteMap L'ia,s Saar, reProduct Approval USER: Public Met Hptlatt aootvva'Mem>PrWuCk Or Aoolkarensearch >Aoolimnen List >Application Detail FL # FL242-R22 Application Type Revision Code Version , - 2017 ' Application Status -- Approved -Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC anti/or the Commission If necessary. Comments Archived _ Product Manufacturer PGftrTdustries- Address/Phone/Email -1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 dmark@pgtindustries.com Authorized Signature Jens Rosowski j msowski@pgtindustries. wm Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext21140 j rosowsldC5pgtindustries. com Quality Assurance Representative Address/Phone/Email SCBy ED Category WIntldivs__ _ Subcategory "Horizontal Slider St. Lucie Cep 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 Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/2512017 Date Validated 10/16/2017 Date Pending FBC Approval https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDquUsDrhuM3D... 3/12/2018 Florida Building Code On1inL ' Page 2 of 3 Date Approved 1D/26/2017 Summary of Products FL # Model, Number or Name Description HR'=. 210 (Non`-ImoaR_)_ _ _ _ _ Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R72 C CAC 17-0411.DS.odt Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/05/2022 Design Pressure: N/A Installation Instructions Other. Please see the Miami -Dade County Notice. of FL242 R22 II 17-0411.05.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: 242.2 HR - 610 (Non -Impact) WlnGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R22 C CAC 17-0411.07.0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2021 Design Pressure: N/A Installation Instructions Other. Please see the Miami -Dade County Notice of FL242 R22 II 17-0411.07.odf Acceptance (NOA) for product performance Information, Verified By: Mlami-Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: 242.3 HR - 710 (Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL242 P.22 C CRC 17-04il.06.0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/212021 Design Pressure: N/A Installation Instructions Other. Please see the Miami -Dade County Notice of FL242 R22 11 17-D411.06.adf Acceptance (NDA) for product performance Information, Verified By: Miami -Dade SCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: 242.4 HR - BID (Large Missile Impact) Multi -Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL242 R22 C CAC 17-0411.03 LM.odF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date -Impact Resislonto-Yes-_____-_- _.___._._. _.--._.111012022---- -- Design Pressure: N/A Installation Instructions Other Please see the Miami -Dade County Notice of FL242 R22 If 17-0411.03 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: infonnatlon. Evaluation Reports Created by Independent Third Party: 242.5 HR - 810 (Small Missile Impact) Multi -Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R22 C CAC 17-0411.04 SM.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 1110112.022 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R22 II 17-0411.04 SM odf Acceptance (NDA) 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: 242.6 HR-5410 (Non -Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL242 R22 C CAC 17-0411.09.odF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/24/2020 Design Pressures N/A Installation Instructions Other. Please see the Mlaml-Dade County Notice of FL242 R22 11 17-0411.09.mdf 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: 242.7 1 HR-5510 (Impact) Vinyl Horizontal Roller Window https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paramwGBVXQwtDquUsDrhuM3D... 3/12/2018 Florida Building Code O Page 3 of 3 Limps of Use Certification Agency Certificate Approved for use in HVHZ: Yes - FL242 R2 AC 17-0411 08 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 0912412020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of EL142 EL22 IT 17-0411 08 pdf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchortype, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.8 SGD - 770 Window (Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R22 C CAC 17-0420.17 Winciow.pd Approved for use outside HVHZ: Yes .Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/12/2020 Design Pressure: N/A Installation Instructions " Other: Please see the Miami -Dade County Notice of FL242 R22 1I 17-0420 17 Whidib..pclf Acceptance (NOA) for product performance Information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchortype, size, and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: 242.9 SGD-2500 Window (Non -Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL242 R22 C CAC 17-0420.15 W'ndow.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/22/2018 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R22 11 17-0420.15 Window 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 Intlependent Third Party: 242.20 SGD-S570 WindoW (Impact) Vinyl Horizontal Roller Window Limps of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R22 C CAC 17-0420 16 Window odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date - Impact Resistant: Yes 06/04/2021 Design Pressure: N/A Installation Instructions Other. Please see the Miami -Dade County Notice of Acceptance (NDA) for product performance information, FL242 922 II 17-0420 16 Window.odF Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created. by Intlependent Third Party: Information. Evaluation Reports Created by Independent Third Party: F. --I M.— C,mm& Us:: 260151air Stone R Pd. Tallahassee FL 32399 PMne: SM497-IS24 The State of Florida 4 an AMEX, employes Ceovdpht 007-111•eh of Florida:: Friwov Statement:: Acresalbolry Statement:: Ra6md RNement Under Florida law, ¢mall addresses are public records. u you do not want your e-mail address released in response W a publicvem ds muest do not send elachinic mall m this entity. Instead, ante¢ the price by phone or by traditional mail. Hyou have any quesrmns, please contact 950.487.1395.'Pursuanton Soon.. 455.275(1), Florida SIDtlhe; efiemve oGober 1, 2012, Ilrenses lieenaed under Chapter 455, F5. ails[ Prowle the Depanmenr W nl an email addraa5 if they have one. The malls prowled may be used for of cal cammuniomon wnh the➢cpmaa. However emau addresses are public record. If you do not wishW supply a personal add., please PMhe, Me Department who an email addres which con be made awlbbie to the pub oe To det hrome If you are a ibamme under Chapter 455, FZ., please dik here . Product Approval Accepts: rM®R® 1',G11rItNN LTAICS https://www.floridabuilding.org/pr/pr_app_dtl.aspx?patam=,vGEVXQwtDquUsDrhuM3D... 3/1212018 REVIEWED FOR CODE COMPLIANCE MIAMI•DADE ST. LUCIE/+COl7NTY MIAM-DADECOUNTY C& BOCCPRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) 11805 SW 26 Street, Room 208 —BOARD-AND CODEADMDVISTRAnONDIVISION— - -- ------T(786)315-2590—F(786)-315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovieconomv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 .SCOPE: COPY This NOA is being issued under the app ca le 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 Sectiori 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 "Hit-210" Aluminum Horizontal Rolling Window - N.I. APPROVAL DOCUMENT: Drawing No. MD-BM10-02 titled "Aluminum Horizontal Roller Window", sheets 1 through I of 11, dated 03/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, PE., 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 manufacturers 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 NOA4 16-0629.02 and consists of this page 1 and evidence pages E-1 and B-2), as well as approval document mentioned above. The submitted documentation was reviewed by Jorge K Plasencia, P.E. NOA No.17-0411.05 Expiration Date: April 05, 2022 1/61.2 I t� Approval Date: Angnst31,201 / Page PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-1201.04) 2. Drawing No. MD-IMIO-02 titled "Aluminum Horizontal Roller Window", sheets 1 through 11 of 11, dated 03/15/17, 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 Edgem 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 ldalmis Ortega P.E. (Submitted underprevious NOA No.16-0629,02) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 . 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up _drawings and installation diagram of an aluminum horizontal. sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-6657 and FTL-6658, dated 10/17/11 and 10/18/11 respectively, and addendum letters for each dated 03/22/12, all signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-1201.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-56 Edition (2014) and FSC-61 Edition (2017), dated 03/31/17 and revised on 08/02/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Pr uct Control Unit Supervisor NOA No.17-0411.05 Expiration Date: Apri105, 2022 Approval Date: August31,2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5m Edition (2014) and FBC-6th Edition (2017), dated 08/02117, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. - - 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0629.02) 4. Laboratory compliance letter for Test Reports No. FTL-6657 and FTL-6658, issued by Fenestration Testing Laboratory, Inc., dated 10/17/11 and 10/18/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-120L 04) G. OTHERS 1. Notice of Acceptance No. 16-0629.02, issued to PGT Industries, Inc. for their Series "HR-210" Aluminum Horizontal Sliding Window - N.I., approved on 08/04/16 and expiring on 04/05/22. orge ry Plasencia, P.E. Protk ct Control Unit Supervisor NOA No.17-0411.05 Expiration Date: April 05,2022 Approval Date: August31,2017 E-2 no- H 13-DU BSE6T6 ];BM SHEEt i T&B TT Tr-To-TP / / 'HEIGHT I N5TIB" I T1' SASH FIXED BUG( VISIBLE VISIBLE ' R.BHT UBHT I LIGHT 3}U1B' J}e116- BASH FIXED LIGHT I LIGHT REQUIRED SEE NOTE U. SHEET IO ®CORNE09 TYR XOELEVATION (OX SIMILAR) Bucfl DO•TIP-T0. WIDTH H ee' IP" - �B B3' TP OGH H HEIGHT B BU HEI — I EO-J1H• — - I L I OW / 6&113' / LGAGH FIXED VISIBLELIGHT ALWpYb 9EE JIO'IEA, B E3N6" REGUIRED SHEET IO GCORNERS SEENOTES ^ Bd C,SHEET 10 TYP XOX(1/3-i/3-1/3)ELEVATION SHEETS 798 Imo' 0-3HE pLWAY9 9EENOREA. SEE NOTE9B&C, _E REQUIRED9NEET10 6HEE(IB — 3• G CORNEAS s11eET9 BJ• ]dB TP-T0.TP HEIGHT or BUCK HEIGHT L OF THE FLUWDAUULUINOCCOE, Irv0.VOWUTME HIGHVELOGItt HURMCANE20NE(H`MZl• GVSSPERASIM E1300. ]�110'BUCK WIDTH --- ^ B 9NEEl9 1 ]ne --------- i - — __ / 90.5H VISIBLE I� r/> VI IDLE LIGHT LIGHT 26-W16' SASH VISIBLE S0.L18^FIMEG VISIBLE LIGHT UGTU ¢ DESIGN TYP XOX (1/4-1/2-1/4) ELEVATION CO DESISTAQOARDSUSED: •]BBGG N014 FLORIDA BUILDING CODEV5 IT O •ASTM E1300,04 •ANSUAF&PA NDS2015 FOR YAX10 CONSTRUPOi •ALUMINUM DESIGN MANUAL, ADNF3016 ASTM :At -12 •AISC300.10 LOPIOA BUILDING CODE AND TO BE RSNEW ED BYTHE AUTNORRYHAVINOJURISDICTON. MT. DESIGN SPEC. FUR WV OU OONSTRIM7RONANSUAF&PA NDS &ALUMINUM DEMON MANUALIADM) USERINSTRUCTIONS: 1)DETERMINE WE SRE SPECIHC, WINDOW OPENINOS DESIGN PRESSURE REQUIREMENT LUNG WINDLOAD STANDARD MCC T. 2)HNOWINO YOUR WINDOW CONFIGURATION CONFIGURATION (OX. XO,XOXA SOD. GLASS TYPES (MOM TABLES 2OR;) ANO MEERNO BULL TYPE, OETEWNINE YOUR WINDOM 09SIGN PRESSURE REQUIREMENT FORTHE WINDOW WBdNO USING TABLES 1. 3 OR 4. M MUST EQUAL OR EXCEED WE DESIGN PRESSURE REQUIREMENT POSITIVE WINDOW OPENING OBTAINED IN S EP 1. 3)OETEItNINE1HE MOST SURABLEANCHOR GROUP FROM TABLE20 ACCpftUINO Tp THE INSTALLATION DONDITON6. a)OETERMIK. TIEANCNOROUANRTYFROMTABLEB O-t& VEPIFY TMATTHEM'CHOWBLB9lRATE WLL MEET REWIBEMEMS FORYOLR OPENINGS fANU1TON iROMTABLE 20.AND THATALLMN. REOUEEMENTB FROMTHIO SHEETSETAREMERY 0) INSTALL A6 PSI SHEET; T OR d. FENESIGNPRESSUR5130JUNG1 IMPACTFAUING� PRODUCT REVISED ' '^,y qWHN 1Ne FIuddR UYIIEUrE tetl. HBA-Nu. 17.0411.05 VARIES, SEESHEET92&3 NOi RATEOFOR IMPACTREEIVANCE ` ' TLYNplll,, �a,OH... ..... N 1 • UCENSF'•.�G �- �,R�` Yp flaNaad NR wu: fl.ab(om EPaPlmtlon Eile 04105/20E2 EU,— r —z� nnnea Or• wm: Bmnx ='E'� r % '•. ITIF ',"ORION ••G�2�� `SFONAL 0N0 aivLllILlkl{pE. 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Glees 4 & 5 +55.01-90.0 +56.01-90.0 +55.01-90.0 +55.01.90.0 +65.0/-90.0 +55.0/- 00.0 +55.01-90.0 +65.0 9-90A +550 .0t9.0 f650190.0 +65.0150.0 61" +65.01-90,0 +66. 51.0 +55.0/-90.0 +55.0/-90.0 +55.0/-9(1.0 f65.0 yq• +65.0/51.0 +55.0 6-8,2 +550/-90.0 +550F90.0 900.0 +650/50.0 65' gg•r 49- 63-1/8' +65.0/-76,6 +55,01-73.8 +55.01.90.0 +55.0/•75,6 +55.01-73.0 +55.01-90.0 +65,0/•80, +55.U/-90.0 +65.01-90.0 +65,01-90.0 +55.0-90.0 +55.0/-90.0 +65.0-9U.0 +55.056-0 +65.0144.7 +55.m54.7 +55.0/-90.0 +55.07490.0 +66.0/A0.0, +65.0/A0.0 +6501-76.3 +55. -76.3 +55.0/59.0 +55.0/50.0 +56.0/-90.0 -ow +55.0/A0,0 61° +SS.(/56.a +96.0156.a +66.0 T-77.9 +65.01-98.9 +65.0 4550/- 00.0 74' Bw +550/ 1.6 +65.01-61.6 +55.0/•71.7 +56.0/-81.8 +55.0/520 +66.0/50.0 +65.0/-69.8 +65.0/-76.3 +65.01-59.9 TUB .01-76.3 +65.0/- 99.6 +55.0/-69,1 +65.of 79.6 +65.d•90.0 +65.0/-79.5 +66.01-90.0 +55.01-91)0 +550%90.0 90` 49^ 63-1/8" +55.0/-71.4 +55.0/-71. +66.01-83.2 +,,5� +60-90.0 +55.01A0.0 +E6.01-63.9 +55.01-74.6 +65 01.85.1 455.0 -85.1 +55-01-90.0 111 +66.0/53q +65.0/55.3 +b5.0/55.3 +65.0/-84.5 +650%73,7 +66.0/-73.7 +66.01-goo 74" +50A/-50.4 +60.41-50.4 +95,0/59.8 +55.0157.2 +55,0/57.2 +55.0/56.8 e6' +g0.,1-08.6 455.01.59.2 +66.0/-66.1 +49.6/4a.e +55.01.59.2 +6501-55.1 +55.0/-56.7 +55.0/•69.1 +66.0/-64.3 455.0/54,6 +55.0/-78.8 +65.0 -73.5 +55.0/A4.28 +55.0/•78.9 +66, • 3. +55.0/53.g +55A/A0.0 +55.0/•90.0 gp• 4g1 M9.N-09.0 +g90i-09.0 +65.01-67.1 +66.0/-65.3 +65- 65.3 +65.0/5A.6 gi- +41.9/i1.9 +41.914 9 +377f-37.7 +48.8/-09,8 +44.0144.0 +69.0/-S 8 +50.3/- 0.3 +69.0/55.8 +50.3/-50.3 +65.0/-722 +88.0/55.0 74'. 86" 80` +37.7/37.7 +38. '3 2 +3 PJ 338.2 +g2.p1.42.2 +48.2/-08.2 +48.2148.2 +55.0/-624 TAU1 o: Glass Types 311VAnnealod Odns 2 1/4-----eled iB'Annedad-114"Almpace-i/e^Arnealed Ggn13 311V Annealed • 3/i6" AIDPBO IM"Ammaled 3/1S'T.pemd Glass 4 1/4' Tempered 1B' Tempuetl-1IY' Almpem-1IB"hmpemd GLtass V18'Tenpertb-317B'Aasleca-iB'Tempered Leo: Maximum Design Pressurps (pso XOX, 114-1/2-114 Configurawn Tip•ta-Tip Width upla-'Hp Helght w191andeN Mee9ng Rai - wl He -0W MeeliIs Rail 01099 2 Glass 3 GIRes 4 & b Glass 2 Glass 8 GIas9 4 & b 38.3/8, +65.0/-80.4 +55,0150.4 +55.01-90.0+65.0/-83.1 +55.0/-90.0 +55.0 -90.0 74^ 65" +55.0l-74.7 47w a/-77.2 +5501-g0.0 +55.0/-74.7 +66.01-81,9 +66.01-00.0 911. +66.0/-G6.3 +65.0/-5S T +55.W72.5 +55.01.54.8 +65.01-81.0 +fi5,01•89.7 +55.0/•85.3 +550F6B.7 +65,0/-72.5 +55.0/54.8 +55.01.80.0 +55.0/-90.0 109" 120" +49.7/-49, +55.0/-57.6 +65.01-83.2 449.7/-09.7 +55.0/-57.6 +55.U/-90.0 63-1/e" 44` +66,0 7-79.5 +65.0/-64,9 +65.0/-61.2 +65.0/-59.8 +53,4/53.4 +47.91d7.9 4550-79.6 4550-64.9 465U•61.2 i65.U58.8 +65.0/-66.8 +67.1/-61.1 465.01-90.0 +65,01-75.8 +55.DIM 4 +56.0/-88.6 +66.0-68.5 +5501-850 +55,0/-05.0 +550/-72.8 455,0/•072 +65.0/-60.0 +63.4/-53.4 +47.9/-07.9 +55.0/-90.0 +65.0/-79.6 +55.0/-71.1 +55.0/53.7 +65.0/55.8 +61.1/-51.7 +65.0/-90.0 +65.0/-90.0 +65.0l-90.0 +55.0l-90.0 +55.oPw.0 +fi6.0/•90.0 74" 65" q7° toe^ 120" 63-1/8' 50-5/9" 99^ 910/-6E.4 +55.N56.4 +55,01-77.6 +56.a-7a.e +65.OF78.9 +66.0/-80.0 74' +52.SI.52.9 +52.9152.9 +65,01-61.a +66.01520 +-- 0/-70.0 +55.a/-90.0 86, +49. 49.1 +49.1/-09,1 +65.01.57.3 +fi5.0/-58.9 +001-62.8 +fi5.0/54.8 911 +48.3/46.3 +46 W-46.3 + .V 64.1 +63.7/53.7 454.71-54.1 +55.01-79.9 tt i44.7/.44.7 +44.W-44.7 -62.21-62.2 +48,4/-48.4 +48.21-18.2 +66.077.4 12U' 63-1/e" 70 +430443.0 +60.6/50.8 +39.3/•J9.3 +43.61-43.6 +506/50.8 +39.X 39.3 +60.af-sl)9 +65.01-59.2 +45.9/-05.9 +gq.91.44.3 +550/59.4 +479147,9 +44,1/-44.1 +55.0/58.2 +62.5/52,6 +55.0/-76.2 +55.0/57.6 +55,0%67,8 85° +258/-35.8 f20.//J3.1 +3 , -35.8 +33.1/-33A +4 . 1-8 +38.71-38.7 + SO 6.8 +43,W.43.9 +47.8/-07.0 +44.21-44.2 +650 -61.8 +65,0/b7.1 97" 109, +31.2/-31.2 4312-31.2 +36.41-30.4 +40.6/-00.5 +39,0139.6 +53-0/53.8 720" +30.01-30.0 +30AI-inn +35.0/-35.0 +37.637.6 +35.a -35.1i +61.7/51.7 Now• 71) UETHISTAOLONR AI.L 101Mm rm SHOVMARETIP-T TP. 2) FUR SILESt1OTSHOWN,R0UNU UPTOIHE 1F 1VAIIAfiLEWUMORHEIGHT-DIMENSION SHOWN ON 1HEIABLE. 3)BESTUNPRESSURESMAYBEIVFERPOIATEO 6EMEEN OMS. CONFIGUMT)MB MPLIMLE TO THIS SHEET: iE'� a XOX(93-a3-1131 XOMIA.U2-114) PRODUCT REVISED 9uila°..labo'�.`ri16 t5e FleHba NOA-No. 17m411.U6 Enpweua mL04/05/2022 6y MIamF P.aUuct Gom(O W h a� h 4 mR ir ir N z c,� � i5 U •- i5 3 a Ell sea F X LL m r...s ®m 5F8� p U1 N 3 33 = W K •r°x � ia z o f (7 N 0 •nu ..•0 1ys Na. 50705 Jamb Andn,rQuanfitlee,, Wl Slandmd MMMM R111 loto.vo Walla ¢g 55y m 1IIm Italic 6 2 0 a" Crc if %CAM xlnmW.MIYMttW9Ra1 < mh ¢ Rg o@g H 11 � K O' 3 3 a 3 3 3 3 3 3 3 3 3 3 ar or 3 3 a ! 3 ! 3 3 5}Iy Ye 3 3 ] a 3 a 3 3 3 3 0 3 1 3 8 3 3 3 }♦• 9 3 3 3 3 3 3 3 ] 3 3 3 3 3 3 112 4Y 3 3 3 3 9 3 3 3 3 3 a 3 3 ] 3 1 3 ISM ♦ 9 3 3 3 9 3 1 3 q+ 63 2 1 3 3 ] ♦ ] --- 3 3 4 ) a 4 4 a or• W' W 4 3 3 4 3 3 3 3 3 a ] 3 e 3 1Atlr ,a+ 4 4 4 I 4 ♦ 4 4 4 4 4 4 r♦ 15• ♦ 1 1 1 1 4 4 4 6 4 1 4 4 4 a• 5 4 1 4 5 4 4 1 4 4 4 M 5 4 4 I 5 4 9 9 4 4 4 4 4 A.Ir 67 1 1 4 4 4 1 4 S 4 1 5 9 3a' 4C 5 4 4 4 9 5 4 4 4 1 4 IV 5).tla' d 4 e 5 4 4 03• p 4 1 4 0 9 1 5 4 1 1 0 4 i3Vr' P T2.: 1 1 4 1 4n SASH. SEE W Naed&Sill Anchor Chicle rQuanfities,%0d 0% Tp11RP WMe nplaTlp Height W Blvaded Meiling imi WHeery4ulY M.ft R.n < e� m � 0 m ¢ 0 B 9 go Q S O 2 Q R R 'R R Q G2 02 31 45+ G m R `Q CI C2 C2 Q G R R R G R C2 c2 49' 54v G R Q 1Q GI R C2 02 61' e' TI' G G Q ,Q G C Q Cl C2 G2 02 C R Q '�R R R G2 R 9.tlr 91 R Q C2 R cz 02 C2 R G 'Q C2 CZ G2 32• 46' G C2 ,Q G C Ci GE IQ G G Q G2 g• bi11W G C2 R G CI R - Q G G2 C ep Oe" }1" G ct Q cl GE C2 G R R Q G R C2 C2 W. 12 3r 5a53 Q R R R R C8. G G Q R G CI C1 c2 G R Q fl- C c2 6• 49 61V0" G R Q G C2 G R Q G C Q 112 c1 R i Cz pp• TI' CI Q G 2&11rCf �+ - G R Q G G cz c2 3r 6 ,, G R G R m G q 53 4Xr G G G C2 G2 C2 c2 U Q CI G G2 2 al 34' G G U R Q U G G2 02 T2 G U 02 C2 LRE: SEET!¢LEO r -,FI%EU +— --- __ J L__—___—- ir".UC.FOR WINOOWSUP7003' TaL,WMAXO.G. FOR WINDOWS OVFR03' 1 r 1 r----/�--, AX 6" Mi L_I--_--- e1W• r ___ I- J ____--- J 6MFRCMCN OF MEETING RAIL 9•MN. ANCHORAGE FOR XO/OX CONFIGURATIONS FOR MICHO R GROUP DeMRIMONS. ®®� M r� uoouu lirl�ru m � uuoou ou ouoouoo� � uou©©ou ® ©©ouu©ou m 0008��u� 0 ©OOu M" ©uuu� MOM" fa©oo om ©©uo ©o uuouu©u uoououo�' uuuouuo uuuuoou� ou 1111M ©©uo©©uu o® ou��!!ouoou 1111I]II1111111im r� 0 u0uuoo u® u0000®u0 ©000©uom "WE OO©©.. � ® aaeeou�O�oo eaae ee e�oou NKIW a2srd eeaueuoou eoaa�u000 ooae ouo 0 fly ouoeuuou OOOO©©Du 17-0411.05 No. 58705 i_ �Pli ao�00000 �� o00 oPi o 0 d®©©oo�i©moo o Ea©ooe©oo `� ©p�ppOOtli�v p000000 00000000 0000©�003 � o fa000©©oo ©©oo©©oo ool0000030 o0000000 o0000000 � �c1�I moo o111uoa>• 000l�OOluo o ©000©000 �>. ®000000 000000�� 0 000000loo o0000000 � d ouoo®000 000 o©moo x1 Jamb Anchor vuantillee, %D%,1D-113-113 nwmrhh Y3MW Hotpot nW19h, v1steldc,ime.11MPell WMeary-0In,".0 gFuc S l6 g 11 v 1 g m q 8 v 2 5}IIS p a 9 3 3 3 3 ] ] J a 3 3 3 ] 3 p1• ow w ] 3 9 3 3 9 3 3 3 3 9 J > 3 3 3 4 3 3 3 4v W113' 44, ] 3 ! 3 3 3 3 3 3 3 3 3 8 ! 3 4 3 9 3 3 3 3 W ry. 3 3 3 3 4 3 3 3 3 3 a 3 4 3 3 3 3]. w• 3 3 3' 3 4 4 3 3 41. -ROW 4 4 4 4 4 9 4 4 4 4 4 4 4 4 1 4 4 4 4 4 4 4 91'3. 4 4 4 4 b 4 4 4 4 4 4 s 4 4 4 w• pP 1 4 4 4 4 4 49' 63•Ila' 61. R 4 4 4 4 4 4 4 4 4 1 I 4 6 4 4 1 a 4 9 4 4 4 4 4 0 4 4 1 14- g3• BP 4 4 1 4 5 4 4 1 4 6 4 4 4 I14a116 SR AnctfCer Duaali9es, %OX, 113-117 -113 ellnWf*e0A]MMIIx]^3n�^'�It 14 loII ne save- 3332 a a ¢ '.a a Q ¢ ¢ tl ¢ Q R a a th. )4 G a Q Q C G ¢ a Q va G a Q R d a a a a a cz w ¢ ¢ Ge 34. 49• 6}11H' �• G c3 Q lca Q ¢ ¢ G a R Ga d a a a d ez a or d a ¢ ¢ 61• q a a ¢ Q a d a a a O, G a ¢ ev 34- ep d a s G ¢ a p• save e' G a a ;a R Q a d a -lo. a w w a a G or Cr G a a )4' wCv3 G Ca Q Ca G G a Q G a R a at G a a es' d a a c: d Of a CI 4V 43' w G a a '� a G G R a 70 G a a :a G C4 ¢ G a R ¢ G d a a I.. 9F G Gt a R a a F,uMn mmmm ®Of1iu0�1m1i71� ifa� 00 0 f ��OOv000 0oIlm © oo©©oo ©�oor�Eaoo i�� �� '�� 0000l000 0000�oo oou�o�000 mmo©©oo ., o�o�0000 u0000000 m oo�00000 1111rLfi a oooo oo©©oo �000a 0000a©oo rya I� o0000000 o0000000 00000�o� � o000 0 000o�®�ol� 0 o000 moo I ANCHORAGE FOR XOX (113-1/3-1/3) CONFIGURATIONS Ii MAX O.C. PRODUCT REVISEO as e4m I,Iny MIN Ih4 Fbdd3 BeIp4g Catla xv4�xo. 17-D411.09 1X WOOD GUNCRRIPJCMU INSTALLATION OPTION I PERANCHOR STANDARD MEETING RAIL Q `tI T P.0 11ORTITE, BUCNON52, CONCRETE INSTALNTIONPNCHORB INTO PX WOOD. REQUIREMENT EMBEDMENT AND EDGE DISTANCE PEN 6UBSRNTE, THISSHE2, on Off NI58HEEl. , OPTIONAL y moo EGGS OISTANCE �� EMBEDNENf 11`L\ BEE TABLE?O, SHEET It PER BU FLANGE ® \ Ile MA% T 80 '- REQUIRE. RE HEAD, 61LL&JAMOS EDGE SHIM 23 83 X /J9O S 34 - X (70 ` ' y DISTANCE EMEW / 1 __44 , SASH ll�� SASH NSISLE TYP. PNCMOR TYPE. '• + MISCIBLE I-�— Q y'll LIGHT EDGE ... I EMOEOAIENTANO EDGEDISTANCE PFIXED ' �wN1H —_ 1 U VISIBLE WIDTH 1 •\ i / DISTANCE A' S ETABILE29. 2\5 21 TO b I WIDTH EMEW 1 YT as R II INSTALLATION n- INSTALLATION I OPTION2 V OPTION3 NSB�LE INSTALLATION BUCK WIDTH INSTALLATIOANCHORS ANCHORS DUIECILY RP-TOAP mOTH THROUGH IX BUCNSTRIP EGHI HEIGHT INTO MASONRY. HORIZONTAL SECTION A -A INTOMA60NRY. III SASH TIP -TO -TIP VIBII MCI�rrrnJ IR'MAYSHIM HEIGHT HEIGHT -`""-'YA-I n - ^ _'Tn TYP.ANOHOpTME _ I 012STEEL — BUCK G IX SBLP-DRRPNO HEIGHT I SMS(OS).SEETAs E I I 20, BHEETL. ----- ---- _- I 2A 1 UAUE PPPUMINU 32 MULLION, ALUMINUM, I II bTEELFPAMINOOIt911FL SIGH VISIBLE !'^ j 31 PROPERTIES, TMLE E UGNf moles HT j PRDPESHET11. E20. 1 PEAT LENGTH 6HEEi 11. _ 12 0EAC11 ERIO 3 MEETINGRAa INSTALLATION 15 srumARDO TYP.ANCHORTYPE, OPTION4 MEENNORAIL RMBEDMENTANDEDOE INSTAU-AVON — BUCK WIDTH 2 DISTANCEPER ANCHORS --- TIP-TOTIPWIDTH SUBSTRATE.BEE DIRCOTLYINTO ® TABLE2ESHESTII. NETAL HORIZONTAL SECTION C-C 1 NOTES:�) USE NLYSUl APPROPRIATE �L}' .ad DISTANCE EMITB.. MO' INSTALLATIONOPPON stIOWN NA BS LISTED 6 SEDO ANY SIOEC_FTHE WHOM `11PMAXSHIM 21ALLWCOa BUCKS IESSTHAN LIR' ` II1 THICKARero BEwrvsDEREO TX YLYNN ',, IXWOOD Y1,O�.......,• 4f INSTALLATIONS, 1X WOOD SUCHGAHG sEENOTE2 . CONCRETE PER OMMAL,UNMMAYBEINSTALLEO e11,+' UCBNSGP • • 1•• ANCHOR DIRECRYTO SUBSTRATE, WOOD BUCKS Y THIS SHEET. •• •., t REQUIREMENT VEPICIED AS 2X ARE 1.10'THICK OR *! ND. 56705 ' _ •• OREATERIXAN02XBUCKS(WNEN = *� m E%iENOR • • uBEOJ SHALL BE OEBIGNEOTOPROPERLT //�� _ TRANS1lJ2LOADBTa1HE SIRUERIRE. �roj,TL'/T%�• INSTALLATION WOOD auCKDE61aN AND INSTALLATION ' O E ' • .'w� VVOTECHNOLOGYORry OPTIONS Ia THE AcamNBIBNTY OPTIIE ,(��D ,r(GRIGH !'Z N. VEMCE, FL 3196 VERTICAL SECTION B-B INsrAuanOHANcxopB ENEINEERGRARG RUcAGPnEc0R0. ''"S'"^••. •••" Ci, ��\ (G<H8B-IBCO THROUGH IX BUCKSTUP MPXIMUMSIOMTHIOfNE60 TO RG 1N'- AA•,"OIIINA-�St I� oamnrtemr rareoum,rau INTOMASONRY. 0.L1T�II.II(].tµ P.E ,u.wammm�m CFAT.6 AVIHRO]BB w FIXED WSIBLE LIGHWINIM =t WOOD.ANCHO]X VIDOD. PRODUCT REVISED e 0-11inB wI1H M�Floritln 9P1 w, aatl0 ' NDA-Na. 77-04N.OS c Lb1r R•Wbm GPlrellon Dal 04/05/2022 Dy n Poln FMiM: MhRI a e TO VC 0O e INSTALLATION DETAILS, STD MR J Hum ALUMINUM HORIZONTAL ROLLER WINDOW SNpgMedeP SmNvnO,P No. HIZIO NTSk: 7 OF 11 MD-HR2 INSTALLATION OPTION I -P¢quvcnoa (NSTTU ONA WORSINTOPXWOGO. flEWIRFlJEM EDGE �-^I-' EMD`OMENT OP110NN. ADDON EX WOOD DISTANCE T FNNGEH j NFAO, EDGE �.I ; SMA1 SBLSJALIBs D11111 cc .. EMBED - MEN T TFP.ANCHORTTPE. • (, t EMBEDMEM AW ECGEDISTANM _ SEETADHTIE20. -I-�- BHEEIpLS q0 EXTERIOR 1 21 INSTALLATION V Ij i O TP ION 2 VI8DUE it wsTwnnoN ANCHORS DIRECTLY I LIGHT I twoM4SONRY. EIGHT SASH II MSNME P.T TW HEIGHT I iI LIGHT HEIGHT BOON 1 II IIIx V2 STEEL I SEMPDRRUND _• n WSSLE LIGHT Tm.TO-Up NOTH HORIZONTAL SECTION A -A I+ WMw.sHun 14 1 MUI.UO%ALUMNUELSTUD.SEE CADE APFROVED"15HEAWD�MZ SUBSTRATE6r PROPERES.TABLE30,=] •EGM IMEACH NEEFWG Rm 0 INSTALLATION'TW.ANCHORTYP6, OPTION4 ENBEUMENTANDEDGE i0ALINTIOH)DISTANCEPER ANCHORS gUBSTMTE SEE TASLEBB,SHEETII. DIDEDTLYINIO METAL. DUCKMDIH - nRTOMP WOTH 1)USE ONLY11 1HCHORSU TEDOMABLE20OPWATE PNM510R9 USTEO ONTABLETS DFSHEETII• HORIZONTAL SEI FOIlOW EMEEOM11FMAtd1 ESGEDISTANCE _ 1JC NAXSHM LMRS.ANYINBTAUATIONOPTIONSHOWn MAY BE USED ONAMENEOFTNEmN00W. LiTi1IIIII/qI Q t%WvoD ;ECNORP. • 2)ALL WOOD BDDKg LEb9 TIU1l1-1MTNICK 2E NOTE2 21 T BOV SUCKS UESS B 14XTFICK F: 7�' IILJIFIf\ 1/\` MIgbHEET. CONCRETEPER • i • •• WOOD BBCIF9 PAEOPTIIXNLUNRMAYBE * ( NB.6B)O5 : *_ ANCHOR '. . • �•! INSTALLED DIREMYTOSUINR TE. WOOD EXTERIOR REQUIREMENT • �; .• SUCKSDEFIGTEOAg2KAPE 1-IMTHICKOR C] INSTALLATION GsDAMR, Ix mom DUCNS(WNEN USED) SHALLBEDESIDNEDTOPROPERLYWMNSFER �O'• B�^ G [(A. 1070TEFNN01 OPTION LOADSTOTHESTRU[:TTREW000BUCK' INAULAWNIME RORIDN•.... N.VENIOE,PL VERTICAL SECTION B•B ninon HT1%B CKeTPIP RESPONB�LRYTOFTHEENGINEEROR ''I S�ONIU-i�N � (041)•1smum INTOMASDWY. MCHREGt OP RECOM. MA%IMU168HM ""•'mow unan THICKNESS TO BE I/4'. AO1W MAlER P.E��•,� FIXED VISIBLE UGHrmDTH TR.ANCHORTYPE, EMBEDNEMANO EOOE 018TAN CE PER gD11gRNTE, 8E¢ TABIE'A.6HE¢T tt. EABH VISIBLE umt MOTH WOOD. OR CMU PER ANCHOR 'I Rwulm. MEW FDDE DISTM'CE EMBED. MEW INSTALLATION OPTION 3 IHSTAUATIONANCHMS THROUGH IX BUCKSTRIPI i INTOMASONRY. I DETAILS, HD MR J ROSOWSKI DOIs RIZONTAL ROLLER WINDOW 03115/17 5mn: el• D.arNq Ne. rtrc NTS 18 OF 11 1 MD-HR210-02 TEMPERED GLASS �r 3If0'NMFAIED CLA53 +I F+-- 114'ANNEALED GVsfi —'y I-'--' EYTERIGR I iR'MINEALED RR"' IXTERIDR BI0.59 66 I � 68 Ij �aR .36E'MN. .302'MN. �I 3BSMPL 4J 6i GLASe BIrC GLASS BITE _yl GU65 BRE _ �, ..Sr AN, GLASS SITE GLASS TYPE 1 GLASS TYPE 2 vwTEmrcnm L1 M19E1iFD OV.96 —�-{ Imo— N44'TTEhVPEREDGWSS —� Imo— ��GLASS �ESVORI to, I .peS a1E1 GLASS.3e2MR1. G ece BRE I BITE Bt B1 GLASS TYPE 6 SILICONE HOT -ME STRUCTURAL SILICONE 31 STRUCTURAL 1R4•NDM. FOAM PDLVISOBUTVI.6NE WITH WGHGESIcmW DESICCANT U/ `ffr' GLASS KODISPACE SUPER Q 4SG TPS 61 SPACERONXT'" fPDAN m dp06n N4mtla1 W KammaN10450 TPS Spapv Syelem S"1M6 STRAW M DuamK Super Spacer Ntpxllh lkl Mtlt Butyl G2 ORDIa1",.I Sp..f Matedale W Cvdrel M. Erge Spacer I? MN Gwss STALK 114'AIRSPALE SINP EMPERED GLASS VI' TEMPERED 01ASS P EROR GLASS TYPE DURASEAL® SPACER * N..59705 IX MIN. CLASS STACK IN'AIRSPACP. 3M6'ANVEALED 118'ANNMEE IA55 GLASS a 6T lwL GLASSSTACK WIG -AIRSPACE 1w TEMPERER BUSS XL EDGE'" OSPACER - IMMN.GLASSWALK 31WAIRSPACE 1RPANNEALEDGN98 Glass Types lw Antw hd 09a61 lffi- ,.d 3yIW Ar;ElC6led G etla z I/4'Mneakd N'S'Arme -11V AF pae -TRIPA E!Ed Gleaa3 &f 8' Ameeled -fV1 B' Alrspa6e-1/8• ALlreaied 3Pw TEmpemd Glea6/ 114' Tampered 118-Tempved-114-AImPWe-115' TEmPmed Glaseb WlG*TEmpomd-3116'Ahpeve-II8°TEmTmd PRODUCT REVISED pom In99 MN the FleNtla NoIM"e.�aao 17-0411.05 taeN� Do": Rerllen loulzozz exgntl6n D4Er BT aemA � - PaN.lcn M ,LAZING COMPONENTS J ROSOWSKI rRx ALUMINUM HORIZONTAL ROLLER WINDOW °efei 08115117 tar /xa.E .. -N ay.Mv x.. a..: 9 OF 11 1 MD-HR21 M2 8 1 T� aria m oeoo' c�ccc e 'mEq olio G rnm6 5 0 i -i :9T m y•=� N. VENICE, FL 34275 (941)-480.1600 OS .. OFAYRI S I ` ; z—mm... 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MOA-Re. 17-0411.05 Eaplrall.n Dale 0410512022 By - Pmeu canes mp m: BOM & PART DETAILS, ANCHOR TYPES J ROSOWSKI N. VEMCEFL 3/215 RAL0a wfe ta4+Heo-+aW UMINUM HORIZONTAL ROLLER WINDOW 03/16/17 11 OF 11 I MD-HR210.02 }