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HomeMy WebLinkAboutNOASCANNED BY St Lucie County M IAM I-DADE MIAND-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sme4 Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidnde.eov/eeonomv 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 NCA 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 "HR-5510" PVC Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05/15/15, with revision B dated 03/27/17, 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.17 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No.17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.15-0903.10) 2. Drawing No. AID-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05115115, with revision B dated 03/27/17, 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 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. (Submitted under previous NOA No. 16-0 714.17) 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 5410 and series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0903. 10) Jorge M. Plasencia, P.E. PrP uct Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (colvTlNm) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. IS- 0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No.16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116, expiring on 04/16/20. Jorge M. Plasencia, P.E. Prp uct Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014) and FBC- 61 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.16-0714.17) 4. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No.15-0903.10) E. OTHERS 1. Notice of Acceptance No. 16-0714.17, issued to PGT Industries, Inc. for their Series 11HR-5510" PVC Horizontal Rolling Window - L.M.I., approved on 09/01/17 and expiring on 09/24/20. Jorge M. Plasencia, P.E. roduet Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September24,2020 Approval Date: August 31, 2017 E-3 2-5 ANCHORS, SEE _ CLd STEIN) NL5 S1 ER �� --- 121WV X.O.C. p, vP I ASEE SHEETS EOUATLY SPA= ANCHORS PER SU stut. WFEPHCE DETAI S SHEET] 10'N1AX / \ / �I 6' MAX.. D.G. NA BUC HEIG 0 —I X — a- MAX. BETWEEN +-� -•-- EFNOLES r 7r MAX BUCK WIDTH _"may—ijl~0 ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN AS OX CONFIGURATION PRODUCTHASBEEN UNRSANDCDNCRETEWRHI SSTHAN 1-I W THICKARETO OF THIS PRODUCT. f/A%v SEE SHEETB r, D. SEE J 1 I r 416 r SHEET4 IT J- /� Y q 12. BUCK HEIGHT U i s tfi O X 2--ANCHORS. SEE LUSTER DETAILSBHEET6--\ B'MAX. i-'- SH H ANCHO TABLE d•O.0 3'MAIC SEESI WCERIO BETWEEN EPHOLEB �D DETAY SHFF 75' NAX BUCK WIDTH ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE NAIL -FIN ViJtIc51'S 1;iL hf �.^,FVEY LAMGE 65VALL MiSU,.E I LNEL B_54[ETS EL IMPACT RESISTANT I. III '—I 1899' D.C. ET3 i PUALLmV tG PER BUC 1 52>2T HEIG L X Q X _ 5.I MAX OO. MAX_ L v. R IN BPHDI ES W 3-MAX III. CK 140' MAX BULK WIDTH WENTS OFTHE FLORNABUILDING WOE. INCLUDING THE MGM VELOCITY MMICANE ZONE(H a FOR INSULATED GLASS INSTALLATIONS ASOVE W W THE HVHZ,THE OUTBOARD LIT-(CPP) MIUSTTEMPEREO. CDUNTYAPPROWDMASONRYANCHORBMATERULSUSEDMRMN OREVALUATIONSWERESOUR(ERNPINE, ASTMC90 ATONS.IXMOOD BUCK9AREOPTI IFUNRIS INSTALLEOOMCTLYTO SUBSTRATE WOOO BUCHS 16H DEDESIGNWMDSEWREDMPROPERLYTRANSFMLOADSTITHEBBU=M.W BUCKMSIM ECTOFRECORD,(AOR) ORBBCLO.USEMN ORSOFSUFFICIENTLENGTHTOALNIEV MOUIMOMW.EMBEONEW.INSTALLATIONANCHORS ETmN OFINSTALLATIONSHATLMDONEBYOTHERSMIDWBEYOMTHESCDPEOFTHEBEWSTRUCTIONG DUCT IS NOTH-USH TOTHESUBSTRATE USE SHINS CAPABLE OFTRPNSFERWNOApPLIEO LOADS CORRESPONOINO TITHE REQUIRED DESIGN PRESSURElHE33-10%STRE55 WCae CHAS NOT BEEN USED IN STANCE OF ANCHOR9INIOVA]OD. ANCHORSTHAT WMEIMO CONTPCf WITH OTHERDISSIIALA9 NAIERMLS STANCE REMFLORIDI BU GLOW COMRNOTO BE RENEWEDBYTHE ALTTHORRFHES.LTD iNHITE SM :R pruns R m AGGRFL.AATDa NOA ENf310 WINDOVIAND DOOR PROFLLES. LTD WTIREB N. BRONZFNGHIFA OBTNNED IN STEP I. USEIMIXTABLESON BHEET610 HE1PFINDTHEAPPNOPHwie TAnLt 3) DETFAMNETHE MOST SURABLEANCIOR GROUP FROM TABLES 2 AND 3 ON SHEET2 ACCORDING TO THE INS7ALIATION - *: �'� CONDITIONS. __ - d)DEIERMINE THE ANCHOR QUAMRY FROM TABLES IT-27(SHEETS &16). VERIFY THEANCNORISUBBTRATE WILL MEET REQUIREMENTS FOR YOUR OPENINGS COMMON FROM TABLES I OR 3. ANDTHATAU. MIN. REOUIPEMENTSM000THIS SHEET %7DO'--, I[ SETAREMET. _ SIINSTA AS PER SHEETS FOR FLAIIGMQUAL LEG INSTALLATION ORS1 4FORINTEGRALFIWICFLWNEL WSTAWDON. APPROPf WTE OETAtS. � s••-; ioRIDI-, '/TLTrT��NAL11E USE TABLE40N SHEEP 2 TO FlM THE NOTE' DESIGN PREESURERATING DETERMINATION ISTHE SAME PROCESS FOR ALL H-ANGE. A. LYNIIIdSLER INTEGRALFIN OR EQUALLEGIBOIO. SEE FOURES ON SMEET2. pEJI3R16 ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION CODES/STANDARCSUSEO: •2017 FLORIDASUILDING CODE (MC). R EDITION •2D14 FLORIOABUILDWG CODE (MC). SIH EDITION •ASTM EI30D09 •ANSVAMPA NMMIS FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 •ASI SIM12 •AISC340-10 -RAI. NOTES .......... ... 1 ATIONS.... _....... ...... _ 1 IF, GLASS &ANCHOR OPTIONS_.___- 2 NLIAMON.FLANGES EOVALLEGIBO _—.......-3 JR 03/27/17 ;2;;" iwoRaiv.leL ReHeed BF:. Wk: RmMx ® ENERAL NOTES & ELEVATION TOTEC BLb M34CYOM'E VEMCEFLe12 TB n>4eateDD HORIZONTAL ROLLER - LM RTD.R.m1Trm.ovamlTs RIe IrtMAxTs '-'HR-E5510 HR- 'N NTS SFnd: I 1 OF 18 CEM.OF AIRH./�B PRODUCT REVISED BW14Nng lioeewiu Lne Plena. No".. NAD411.08 BYI,.De. Dy. o020 BY MI. J 05/15/15 m 10-01 RB Glare Type N Des4po0n Hated from Esterlor to Intarlor) 6 7/r Lamratedl.G.:Its-A Eateder Cap+7/1F Air Space+WIF Lammreted;(2)LQes ofl/FAGIMS WHh.090-PVB Wedayer 8 718, Laminated L0.: I/FTEstedorCap+71IVAlrSpace+&78'lamnated:(2)Utes of Its- A Glass wM.090' PVB Wadayer 7 7/r Laminated I.G.: 3MW A Eaterim Cep+ 3W AB Space+ SlIW Lanllmtedith; (2) Ulm of 1/8' A Glass w.OW PVB mtmlayer 8 7/r LamhWedl,G.:3/1FTExtedw Cep+3WAYSPse+WlELamitt .(2)L< ofl/WAG4msWffi.090'PVBB11e02yw 10 7/r Laminated I.G.: ifr TEkfedar Cap+WIF AIrSpmO+5115-Laminated; R)Use afl/r H CAMS wilh.0901 SG We aym 11 7W Laminated I.G.: 3116- A ENedOr Cap+31r Air Space +&I V Lamml nvio; (2) Litm of 1/8' H Glass with .Wr SG Intmlayer 12 71W laminated LG.:3/1F TEafedm Cup+3W AmrSpnne+5/1F LaminateQ(2)Ulm oft/r H Glass lMN.090' SG lmeiayer 14 719'Larninated L0.: 1/5' TEatedOlCap+S/7F Alt Space+7/16-LamllWed;(2) Utes of311FA Glass with.090' SG Werlayer 75 7/F laMreted I.G :3I7F A Eletedm Cap+ 1/4- Air Space+7/1W Lammnated; (2) Utes ofall F A Glass wfth .090' SG Imemayer 18 7/8'Lamlrehxl 1.G.:3/1F TExtedor Cap+ll4'AUSpse+7l7F laMnatetl; 2)UMa af3116'A Glass NGh .OW SG Wedaye4 M1ldanren.F 5 Mlrt Graup Anchor Subsbem D EmbedmenC E 2-117 k.131- Camw1 Nag P.T. Bentham Piro (SG=0.55) 3'r 2711E 2-117 Fln0shenk RWna Neil P.T. Bentham Pim (SG-0.55) Wr 2.711F P.T. Southern Fin.(SG-0.55) 1/2, 1. r AID Truanhead SN.S glmNmm 6361TF W Oow (steel, I" S.S. S:ee; SWd. Gr. a3- 3!8' 0.0451' (1E Ga.) F or410S.S.) Smd, A3V Lr COST P.T. SaUlhem Pine (SG=0.65) Gle. 1-WW 012SM5 Aluminum, [{53T5' Wr c.C53- Wep.lBaS.S. Shed Stud, Gr. 33' 3rr 0.O5F a 4/05.SJ Bieel, A3F 3'B' awa. -MW. OF 1NREADS BEYOND THE METAL SUBSTRATE. -UNGROUfEO CMU•VALUES MAYBEUSED FOR GROUTED CMU APPLICATIONS. 'A•=AmJEllED N=HEAT STRENGTHENED T=TEMPERED RVB'=.09rTRUSIFO PVB BY INRARAYAMERICA INC 'SD'= 190'sENIHY(ihS® IMERIBY KUPARAV AMERICA CA INCIN 'GLASS TYPES 5.71 11 S 15 MAYNOTBEUSEDINTHE IMQRBOVEW. MWOW me rY M F. Skd Scma W 1WW 188Sure Wkp B6 kd 410Sema Wkd 11ub1 Eko A9iv G 9W Wall Eke URrtbrm 1SW 17/W 410 SS E c.OeleFm0 IVAksl 1837 kd BO61T6Ahvnlnan i8 W ="I P385ktl 38 W Wk.! Or.33 Steil SnN 33W 45kd INSTALLATIONNOTES.SEESHEETS364FORIL3MSTMnT S: 1)USE ONLY SUBSRKTEAPPNOPfiµTEANCRORa LIS1E00NTABLES 263,THISSHEU.FOLLOWEMBEOWE MUEDGED(STANCEUM". ANY INSTALLATION OPTION SHOWN MAYBE USED ON ANY SIDEOFTHE WINDOW. 2)MASONRYANCHORB9 YMUSEDm WOODMPE rMA 2. THISSHEET.All WOOD BUCKSS.IXMW1-12°Mid 0"0 BE CONSIDEREDiKID DIRE YTO USMINaUCKSARUCKSDNALIF ASR WSTAUEOOCK OR YTOSUB IX AND WOOCKS CNBOEPICIED SED) AB3XABE 1-1/2-THICK ORGREATERANSFER LOADS THE USED) M1.1BE MOE. MOD TOPROPERLYTRANSFER LOAF9 M THE RmUCTUREWOOF BUCKDESIGNNGINEE OR ARCHITECT ECTIONIRECO RESPONBISI LTTY OF THE ENGINEER OR ARCHf TECT OF RECORD. 3) VISIBLE UGHF WmHT TN OR HEIGtklS REFERRED TO AS OAYUGM OPENING) M MEASURED FROM BEADNO 70 BEADING. 4) SEE SHEET 18 FOR OPTIONAL EGREBS LOCK DETAILS. 'MIN.OF3 THREADS eEYO.vDTHE METAL SUBSTRATE. _ Fmme Type, (me no III Glace opaon. ryes Table tl InWtlam Canmtl an Sebunem Uptlm WWI sheet yGh.Tpl IYt7 1.4 Tinnigh to Meye fa...... .._Dam 2(W.od FauseS ct.bip..had 4, apd.5 ....Dam Meml-ehe14, optlm B ll.a0h n.lene .foe Wrdmr.... _ ._Dam 2%Wood FmmemlekaMp -ahnt 4. opim 6 .._hde Meml-aletl 4, optlm T Rarya 1-4 DexhNokame WHu WdaY........-UY ....into VWead Fawsffl k.blp-.leat 3, opien1 ..JNO CarrcrtlddlU-eleel9, 2 hU(B INOCmerC U-sh Acpa:3 ..Jrir Metal-.hM y opOml InteWal Rn (m) 1 4 llewglme btm9mi lrt..... ....4 VWoa4F.elDek.Up..M94.opbn6 ....Inca Meld -.lest b, eptlm8 T.m®h tle lama Wlhk Wlldae.__.....Wa _.hm VWmd FmmeBl4eMp-mail, 4. opm6 MeW -.hest 4 optlm7 0ml EgiaMep N41 1-4 llvauph Be/ama WBe Nnday...... ....mm?K Wood R.me'BieWdp-.feel3, apNon 1 .._Wo CmcmldtlAU-elealy n2 ._.DI C(9uek ' nto fMMdFMI-.Ovary Wd, 3 ....i ,Matel-.heat3, eptm4 ,. 07 0121iffisrafow h WE NO AY LYNN Yr, JR FaMaeO *: Na. SB70s -'.A /r• 7 A an E DeauY CERT.OFAU111.e29298 PRODUCT REVISED as compH/Ina win the Mande Bm1mnB Cede xol�xe. 17-0411.08 0N: RMakr P.npiranon Date 09/24/2020 03127/17 No m�AROFSTHms2TT. ey 'eee: Fwia:an: Miam:-0 c ProGuet OonLol CHORS/FRAME OPTIONS J ROSOWSKI eels: fAL ROLLER - LM 05/15/15 0 NS 2 OF 18 UOR51G 01 G - -- - -- - -- --- ------------- .... ,":7 FOl1AL-1 FG FPANIES ry BSUMEHO,:: NPT $l ALL_:: M1'_ EM9EOMENT AANDD t ;JE OPTION 1 DISTANCE PER EJHS Poti E, ANCHOHEDTHROUGH EOGEDISTAVCE SEE M9EO TABLE 2, SHEET 2. FRAMED2X WODO FRAMECRDRBUG6]NP. SEE NOTE 2. SHEET 2 EMENT "LAEfF £10OR 412 STEEL 91Av= �•- - —1 SMS(C5i L'FE VISIBLE UGHT HEIGHT L BUCK HEIGHT WEEP NOTCHE W=l +-Ilex A IhS I A OPTION (SEE SHEM OPTIONS SEE NSTALLATIH NOTES SHEEi2 TYPI EEC FRAME Iwom UGN O'ORLFC FRAME INTO METAL •XO' OR'OX' J pq EAPPROVEDMU=O . 1L�L(fh qy FBC COMF+.UMT t� ALUMINUMSTEEL FPAMIND FLANGE ORSTEELSNO.MAYSE FRAME FIXED VERTICAL OR HOR¢ONTAL SHOWN LITE SEESUBSIM PROPERTIES. TABLE 2. SHEET2 1/4•MAXHIM IS 16 i-6.w/ SASN Q SASH' 18 p 'r VISIBLE 45 47 UGHTMADTH fl f 1�`9'/ SHO'NN SHOM 87 25 �� 2 (1EESHEETS6A)TYPOIC ALL'XOX• FIXED MEETIP FUND \:% - =/I VISIBLE _ LIGHTWIDTH fff"'------ 55 87 rCmsWWIV 142FxT22D4 OROO 26 14 TYPIC/ FORALL EDMEETINGRAR BULKWM HORIZONTAL SECTION A -A (OX) iB �?p OPERAwF $ASH LIHTWIOM ~BUCKSTRIP I WOOCNCREllYCMU. SEENOTEZSHEET2 1/4•MA%SMM EM9EDMENT 29 2B I —r EDGE pISTMTANCE �� TYP.ANLHO PE EMBEOMENTAND EDGEOISTR I^I SUBSTRATEECE, SEM SEE TABLE 2. SHEEi2 • EQUAL 4 LEO (1)ATMIMPPNOFINTERLOCK FRAME ®(1)}1?FROMEACHSASH I rj SHOWN CORNERArw(1)ATCENIEROF S0.9H SMLES/RAILS 22 ORO 6 (SEESHEETS7d)TYPICAL T FORALL'XOr SASH 'I UGNi OTH L` 72 iy42 e R mi FOR �' RAIL BUCK WIDTH U SHIM HORIZONTAL SECTION EHORIZONTAL SECTION E-E (XOX) ECUPl-LEG PRODUCT REVISED IHa FbHm PER SECTONAAABOYE FMME SNOWN BOuE n9 coCe�tH No".. 77-0477.08 EOVAL LED FR IISHOW IPRFW 111In:(NsVRIONAS QN NN , aew.e Br: oot« ReHfMf HxPH'+BeD0 o 24/2020 . uSF •..( ,: JR 0127/17$INSTALLATIONEMB6DMENr'�."' ByOPTION 2 ..y:yerm.1.n, a Pre n eonwT�- FRAMEDIRECRYIMO-CONCRETF/CMU LIGHTFORMULAs �� : U 'A +. QQ 31 I�- o:, ® D.—fp -.DISTANCEVISIBLE FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI T .ANCH -,DGCAL (EQUAL-LITE, XO&OX) �` •. tb� FS'+ORIQP,:' �•�� tB7o rEawDLocyoRrvE NVENICE,R24TI6 Tier.' DISTANCE PFft SUBSTUTE SEETABLE 2. SHEET2 SECTION B-B WIOM: BUCKWIOM/2-4t/4" �'7yS�ONAL LNG �4 e6 HORIZONTAL ROLLER-LM 05/15/15 HEIGHPeUCKREW-7-+/4' NNr1Rr+P ]mwvBnma yc xi m3aim bv/baH mNT S'T0 PveiM-HFbR. A LY/r] E R-5510 5 F 18 1 MD 5510-01 176 P.. 5870 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO WOODFRAMEOREUCKS *SEE INSTALLATION OPTION 5 OPTION 1 SEE INSTALLATION NOIESSHEEf2 (SEE SHEETS BA) NOTE2.SNEETZ ANCHORED THROUGH IMO METAL( INTEGRAL TYPICAL FOR AI.L EMBEDMENT INTEGRALFNIMU [— EMBEDMENT WOME ORBULK• FVN NGEREMOV ) -XO.OR'Or SASH a —T- 1 STRI TR1PEENOlE2. EDGE iM'MMSHIM TB 16 30 18 2H 28 EOO SH.SE . DISTANCE 13 20 OPERABLE DISTANCE NNEL JLHISHO Rf0ORC12STEEL Q 37-18 SASH FPAMESHOWN InT _ ( -^SMS (OS),SFE VISIBLE FDDEO UGH LITE HFl M EXTERKIR T VISIBLE 21 ROORO IIGM BI GPERAE (SEESHEEPS 68) H`I3HT sM11 TYPICAL FOR 7((,x 45 B WEEP — 11, MMSHM SEE TABLES, SHEET2 OADEAPPROVEO MUWON. FBC COMPLIANT ALUMIMMYSTEELFRAMING ORSMELMD.MAYBE V FxIICAL IXt HOftIiOMAI. SEE SU TMI-ESE PROPE EET1 TABlE52 b ], SHEETI FN FRAME snoWN 'YP ANCHOR TYPE EM3 in .V; AN'. L[•GE IS A CEPER—� it \ 1= QFDr. 7W. TME9 SP.EET4 —_I EVpE YI f E%IERIOR V (SEE SHEETS 6.8) TYPICAL FOR ALL '1(O'OR'OX' FI ED MEETING RAIL BuatWtOTx — HORIZONTAL SECTION C-C (OX) 2p 6 . 0 ERPBLE SASH u(MVJIEDTH __ [7'f- LITE NSBLE -� uGHrmoTH INSTALLATION OPTION 8 ANCHONEDTHROUGH PIN IMO METAL (FINLGE MAY EE REMOVED) LIGMNDDTH 72 tq I-1 R �f (SEESHEETSM)TYPCN.FOR V �VJ FRAME ALL-XOX' FIXED MEETING NAIL SHOWN BUCK VADRI HORIZONTAL SECTION C-C (XOX) PRODUCT R Pa comPhln awlli tL M. No Rorlaa O (1) ATMi-SPANOFD (I)IXFROM EMIR SASH TLTT LII II IAIII NBPDIIIdtlin3 17-0411.08 WMERAND(1)ATCEME SAMSfILESRNIS YLNN, Fer EaPlrafloDale109/2412020 ;�2,`,� Y - IGHT FORMULAS LJ: ® p', 31�13-,� Drum 6Y J-CHANNEL &INTEGRAL FIN FRAMES J ROSOWSKI t 8 OX) :OT •, A F [0. 1ONTECFNOLOOYDRNE ' fC •'•�LORiDP:' �'C`� NVENICE FLS42T5 1Hro: PHx• 05/15/15 HORIZONTAL ROLLER - LM ,WRH OSSICCf.ST STRUCTURAL SILICONE FCAM- WITH DESICCANT BUTYL& OESICCANT FOAM E .GLASSI —I nn'Wie. _ _ na•Nov, -�-I ?WNOY. ba•NOM. �n KOCISPACE TIa'N\FV9 -- 5116"NA PV9 5/16'A/A PVB— 5/16"A/A PVB J�4SGTPS .7/16'AIRSPACE 7116"AIRSPACE 3B'AIRSPACE WAIRSPACE 1/8'PoOR 11�GRIOR 3/in 3HLA88 R `-INT. GLASS ' I OT-MELTBUM GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 �3/1fi•NOM. >7 SUPER �OSPACER®NXT"' I TA•NOM Imo- -1 I I ]IB'NOM. � 1 7la'NOM. I Imo- -1 I - >Ia•N I I-�- I 5/18' HM SG 5/16 HM SG 5/15' HM SG 7/16- AIA SG -7/lWAIRSPACE 378"AIRSPACE 318'AIR SPACE, 5/16'AIR SPACE -WT. GIASS. 1/9'T GLASS 3/16'A_GLASS 3/16'113LASS 1/8'TGLASS aEMRIOR aEMRIOR < F] ERIOR aEMERIOR INUM FORCFMEM 16A i&YB ibT3 iB-A °J GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 ODURASEAL® SPACER In-NOM.GIASS �I )N-NOM. 76-79 BRETYP. I I R GLASS 72 14 7/16'A/A SG 7/18'AIA—SG EXTERIOR O TYPES SED I1 & 15 � 1/4'AIR SPACE 1/4'AIR SPACE MAYNaTBEUeEOw1HE WYN HVriZAB OVE 30. ,CANT F6IAREA 26 3116'A GLASS 3/16'TGLASS • —5116NOM. a 76 a] M OR aE%TEWOR TYPE510.12&10.18 - 29 'GLASS MAYNOTBEUSEOMH -SILICONESEAL }CHANNEL OR INTEGRAL )bib 7gm �FlNFRAAffS XL EDGE' 33 PRODUIIBC��T��119VISEO TB GLASS TYPE 15 GLASS TYPE 16 04ildIna Om. v.NN M. Florlaa SPACER NOA-Rw 17-0411.08 p �- IIIi • .. .. ` N ''. RM W.. me.' R4a E.y..mn DPW 092=020 •.• cLYNN •�PQ.� .. �,..... JR 03/27/17 Noow+aFs *rlvs>�.. NT. GLASS TYP. GLAZING DETAIL �';'' •.P ! RMeM W.mr.: R.daNl: ml.m .n un cnn _ * r N. sB76s - . •A•=ANNEALED * _ Cmv(Sort el P4NC OcrnlPgen m.bd.1 TB K=MWh94SG VS Speer S)ebm T7 OpnBTGupiSpcet w-aNNOlme¢Ouly1 Seel69 7a Owne)wreaOm Spxar mwp is MmsAels m CeNipl N. Edge 6gec0r T1•vH ENGIHENEO -� %A '•. 31 ; GLAZING DETAILS J ROSOWSKI •r=TEMPEREPERISD •PVB•=.0M'TROSIFOLVFVB BYINRARAYAMERCA. INC. ice.(.•.• O (D� tOTOTECHNOLIXBYORNE T'7b: Oet¢ 'SG`=1190•SENRTY(iLA3401NIEIIIAYER BY KURARAY ' F '-�TOmOP:•' \C�`� '' S G �''70NAILI11IIEN N.VENICE,FL3CVS L941}49 1= ' HORIZONTAL ROLLER WINDOW - LM 05115/15 AMENCA,we a`` mwRortomnrmowFlnsaBvc FOR LAMINATEDC NG COMPONENTS. SEE TABLE I. ALVN✓11�IL[FR P.E sm4/xBara HR-5510 Swt NTS SrMrE 5OF 18 BA.ma xa MD-HR5510-01 RM B REFERENCE TEST REPORTG:FR-B]1].096SS BB]0 SHOUL PpCERT.OFAI M;206 Index to All Design Pressure end AncborOUDnSty Tebles OnAN Mei WdN Maz. Hegx Gti TYR Pont `-" Desw Fam. Aueh>Mmuy )O a DI( IS 4 5-0 B 1F 9 2 1 19 0 n e 7 10 10 0-a' 0 4 11 0 21 11 Tr -0 9 10 0 W 21 10 79 7T 1D-12 4 12 0 T! 11 U-1 4 12 a a 11 )m% 1Z1' BO• 5-0 ! 9 7 21 12 5a0 4 O 0 43 0 6 4 14 0 25 14 1m, 09• 10-12 4 15 0 2B 1S M-10 4 10 0 21 10 tvNCHOR STER DETAIL 4-M.O.C. f•�— 4-ANCHOR CLUSTER DETAIL 4• MAx o.c.---.-' 3-ANCHOR CLUSTER DETAIL O'MIN.IN O.C. 2-ANCHOR Guve'Fes Design Pressure s•e (erXOOr OXWNd,: Rank lerN Rf NBueY HegM lgro%' N BisY lavma 4501-50 up to T!' SEETAGLE lT FOH/Wl]IIlNUt SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMEN tREINFortEMes+rs sxowTi IN FIGURER MPLYTO ALL F FIGUR PEG e CONFIGUMTONS) GI®a Ra Design Pressure Pibsfte) !-6 TorXOer OXWlndom ftKUaalR2I NB¢k Ha%hftWWW Al Buck V/IY!Na ♦551-70 rp b Te• SEETMMIUFUX/W{ U1N(it R SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMEp H (REIN AFDDSSHOYM GM FlUESAPPLY FA CONFIGURATIONS) ) rt� NOTES: 1) USE THESE TAMES FOR N!LWNDOY:S 09 1 ll r11I !:IIr Ji '—`�^\�• __ :NS AIFa Tgioj(.' 118-:AVE �` r1J%'I .•••. 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N F.ze 3� C3 a+w m J °.-D• oz° H F w LL O J ® Z K •v Z wds � � O Z O o UK N vo D Q 2 .-. �; �•t:ra1-133911C2ri':.2.11.1 i:L2ry 11 L`04•.,�.1 opal , H;g;, 2N 2 1 C21 LAi 21-R I-C2+1 J 1M:2•NGRrI [�l •Cl •: C.•:I :1' t �_ X-X-X 19111-&.&1 r� cwiom 19 J89-19]92 HC2°3�C2�1 a 1 G2rJaC2ry 2 NC2�3�L2N 3 1•C2r3rC2r1 4 YL2•]•C2�)I <I•' ] C -ta< 96' 1A.399. 21][-0 1IC213C2-i 2 It'C7•°•CJ•t 1'f,2+'. t':-• n!ax.Anc0or O L Spacing for "Integra l Fn"installation r ilf•.r -- FlcUr- .. SOT %N RO 2)FCR AC, TO • L L b' .. 10 PRODUCT REVISED aam Ingg w11N flea Flodda eulltlin8 otlo NO4No. '17-0411.08 e�lmenn oafe091242D20 ey Nmmwn n I:onho m A DWNOTETO/WCIIOR rc OT1•.TFBIES. V, a b S m w o E77 rc 0 . n O 0 o o to Q. °I"° in O F U0 0 Gm fi3 I nip n Lu Q row m o Zo.' r W J LL O z Of II I 3d X-X-K 12]OB-123Jtl Y-Y Y 17.391 -133BT .r ..... ^u ar:4les `,ar Ut { t%:'c;'c'us - •- _ - -- 7. ! 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' � 1-cNi.¢za�<j,-cx•1.c�t as ucz+t+¢r1 < � ' __ _ _-_ S4 _- - N;n.,:::._e X-X-K 15.381-1B.E41 Custom 11.391-13.347 75' Y.-X-Y. 19.398-iB.t 10 K-K-X iB.111-24.041 CI¢rnm 10.3B0-13.38T BA Y-X-Y 19.3BB-24D80 Osfpm 24.381-w.300 1w Y X-Y. •W.= r` 17I! t`• J 1 C2.t »c2 f e. 11 t (.2+14C 1 1 J O+CNi 4 1+¢+0+CN1 4 3 I+C2+1 G f 4 1+¢+1.=.1 41+¢+1+02+1 4 •lln..e+L'Cer'n2!•sL.L'J•1�J�1=CbFCn1^t+CG•PrC2e141+@-J-CJ•t,i 4 l+¢aa.¢.1 te¢+2.CNi 1.¢a1+CN1 2 i+¢w+¢+l' 2 1+¢+2+CN1 21aCN1+CNI 2 1+M+3+¢+t 2 1+CN2.¢♦I R t+CNi+¢+1 9 1+¢+3+C2+1 3 t+CNza¢.1 31+CN1,¢.1 41 1+¢+NCN1 4 1+¢+2+¢+1 4 1+¢.1C 1 4 7+M+3+¢+1 4 4 1+¢a2+¢+t 4 41+¢+ir¢+1 4 14C2a3+CN1 N¢+NCN1 1+¢+2+CN1 1+¢+3+C2+1 21.¢+3aCN1 2 1+C2w+¢+1 2 N¢+2+CN1 2 1+CN3+CNi 2 1+CN3aC2+7 21+¢+NCN1 2 1+C2+Y+¢+1 2 1.0 3+CN1 9 14¢waCNt 3 1+¢+3.¢+1 J 1+¢+N¢+t 3 1+CNN¢+1 4 1+M+3 ¢+1 41+¢+3+¢+1 d i+¢+24¢+1 4 1+¢+3+CN1 4 1+¢+3+¢+t 4 4 t+CN3+CN1 4 4 1r¢+2+CN1 4 4 1+¢+3.CN1 4 Anchor Group B ma., coup O 3sN4• Y-X-X 11.381-11DM1 1+CN0+¢+t 2 1.¢+0+C2+1 2 1a¢ +l 3 1+¢+0+¢rf 4 1+CNO+CN1 d NC2w,C2+1 +ON1 4kiz, x 1+¢+0+¢+1 2 1+¢M+CNI 3 1.¢+O. l 4 1+¢+Dr¢+7 4 NC2+O l 4 3T Y-Y-Y 12300-12300 1aChO+C2+1 2 1.CP +1 21aON0+¢+1 3 i+M+0+CN1 4 1+L2w 14 1+¢agt2a1 4l 2 1+¢.D+tS+t 2 1+C2+P+Ce+1 3 1+¢+0.¢rf 4 1,¢w+Cl+t 4 1+C2w+¢+1 4 I1M1.13.397 1+¢+0+¢+1 R 1+M+ +1 2 t+¢+D+¢+1 3 1+C2+p.¢+I 3 1+CND i 4 t+C'J+O+CN1 CM+1 2 1+C2+0+CN1 2 1a¢+O+C2+1 3 1+¢+O+C l 4 1+C2w+C2a1 4 t+CN0+CN1 4 Y-K-% 13333. 14.081 ta¢+0+¢tf R 1.¢+O+C2+1 2 1+CND+¢+1 3 1.¢+0+C2+1 4 1+C240+CN7 4 1a¢+O.¢+1 4+M+1 2 1+¢+a¢+f 2 t+¢+O+CNf 3 i+c2+O+CNt 4 »¢+O+C2+1 4 7+¢+P+C2+1 4 K'Y'Y 11.391-iR]D! 1+¢+H¢+1 2 1+¢+f+¢,1 2 »¢+t.C2+t 3 f+¢+1.ONf a t+¢N.C2+1 a 1.CN/+L2+1 a¢N z f+C2a1+CN1 2 I+¢+i+CN1 3 t+¢+1+¢+1 4 t+¢+1w 1 4 1+(,Z+1H +1 4 IT3+4' X-K-K 12.283-15.EU NCNO+¢N 2 1+¢w+CN1 21+C2+MC2+1 3 1+¢+p+CN1 4 t+¢40.CN1 4 1+¢+O.CN1 4+CN7 2 1a¢+O+CNI 21.¢+0+¢+1 3 1+¢+D+¢+1 4 1+¢w+¢+1 4 1,C2+O+CN1 4 Custom 11MI.12.016 14C2+NC2+1 2 1+¢+1+¢+1 2 fa¢+1+¢+1 3 1+C2 14C 1 4 1+CN1+CN1 d 1+C UN 14tM+1 2 1+C2+1+¢+1 21+M+1+CN1 3 1+¢+1.¢+1 4 1+¢+1+CN1 4 1+CN1+¢+1 4 52-1/B' X-K-Y 12D1T-13.M 1+¢+1+¢+1 2 1.(=+U .l 2 1+¢N+¢+1 3 1+¢+I+CN7 4 1+C2+1.CN1 4 t+¢+1.CN1 4+¢+1 2 1+CN1a¢+1 2 t+¢+1+¢at 3 i C +1 N1 4 ta¢+1.C2a1 4 1+CN1+¢+1 4 13DBB-17.016 N¢.0+¢+1 2 1+¢w,CNt 2 1+ .O+C2.1 3 1+C2+0+¢+1 4 1+¢.b¢a1 4 1+¢+D+Mi 4+C2+1 2 1+C240+¢+1 21+CN0.¢+1 3 1aON0+12.1 4 NCNO+CNt 4 1+¢.MCN1 4 Oustam MMI mi3.3W 1+CN1+¢+1 2 NCNHC2H 2 1+¢+1+¢+1 3 1+ON1+CN1 4 1+¢+t+Ml 4 1+¢+1+¢H 4+O f 2 1.¢+PCN1 2 1+¢+1+ 0 3 t+02./r¢+i 4 1a¢at*¢+1 4 taCN1+CN1 a b w X-Y-K IUN-15.350 1+¢+1+CNt 2 1+¢+1+¢+t 2 1+CN1.¢+1 3 1+¢0+♦ l 4 1.¢+1+¢+1 4 I+¢+1.¢rl 4 1+¢+1a¢a1 2 1+CNi+CN1 2 14CN1+CN1 3 1+¢+1+¢+1 4 1+¢+1+CN1 0 1+¢+1+C241 4 X-Y-Y I5MI-1S.0/1 1.CN0+¢+i 2 1+ +0+C2+1 2 1.CNO+CN1 3 1+¢+b¢+1 4 1+C3+o+CNi 4 1+d+O+CN1 4 I+¢.O+CNt 21.(2+O+CN/ 2 1.CNO+ON1 3 t+¢aD+¢at a 1.¢.O+CN1 4 1+¢w+¢.t 4 O Wrn 11281-13W 1+¢.3+¢+1 2 t+C2.3 2+1 2 1+¢+3.CN1 3 1+¢+3.CN1 4 1+¢+NCN1 4 t+¢+34¢+1 4 1+¢+3a 1 2 1+¢+3M+1 2 N¢+3+CNI 3 1+¢+e 1 4 1+¢+e+CN1 41+¢+3.¢+1 4 7S K-X-Y. 13.%0-18.110 7+CN2+CN7 2 t+¢+2+¢+1 2 t+CNNCNt 3 1*CNNCNt d la¢.2+¢H 4 t+¢.2+CN1 9 1+¢+2+CN1 2 14¢+2a¢+1 2 1*C1+2a¢+1 3 1M2+2+CR+1 / 1+CZr2+¢+1 41+¢+NC2.1 4 K-K-K 19.111-2401 1+¢+1+ i 2 1.¢H1¢+f 21+¢.14C2a1 3 1a¢+/+C2+1 4 1+CN1+G2+7 4 1+¢+1+C2+t 4 1aC2+1.CN1 2 I+CNta¢at R 1+C2+ta¢+1 3 i+ +1 Nt 4 1+CNI+Ci+f 61+¢+t+Cea1 4 Qemm 13300-19.337 14¢a3K3+1 2 1+ .3+CNt 3 1+GN3.CNI 3 t+¢+3+CN1 4 1+¢.N¢ l 4 t+¢+NCN1 4 t+CN3.C2+1 2 Ia¢+3+¢+1 2 1+¢w+CN1 3 i+¢w+CNt / 1+¢+S.CN1 41+¢+NCN1 4 18.3g8-U.W0 1.¢waCN1 2 1. +3.CN1 2111 +¢+3+¢+1 3 1.CNS+CN1 11+¢+3+CH1 4 t+¢N+¢+7 1 I+¢+NCN7 R 1+C2.3+¢+1 2 1+¢w+¢+1 3 1.¢+3+CNt 4 1+CNNC2+1 4 1.¢+3r¢rt 4 O tam 24.301. MMO 1a¢+2+CW 2 1+C2+2+CN1 2 1+¢+2+¢+1 3 1+GNNCN1 4 7+¢+2+CNf 4 I+¢.2+CN1 4 I+ON2+C2+I 2 1+¢+2+CN1 2 i+C2+2+CN1 9 I+R+2+M+t 4 1+¢rNCNI 4 1+CN2+¢+1 4 120' Y-K-K -94380 1+¢+NCN1 2 1+¢+S+CNI 2 1+¢+3+C2+1 3 1+¢t3+CN1 4 t+¢+NC2+1 4 t+¢+3+¢+1 4 14¢+3+¢+i 2 1+¢+Ja¢+t 2 7+¢+3E 3 N¢+3+CMt SEETAf4E 4 1+¢+3+¢.1 13 FOROESIGN 4 1+¢+3+¢ry 4 R1E.SSURE ti ate- Y m w U aa.O O to 4 on O o rO Sm � 0 SWL O� x� N 05 2� C W rG mio u F W LL O - O � 1a„a O H- No o p O L) 0 Q 2Z Max. Anchor O.C.tilI ^MIN.SASH 2a..^-"'`� _ 1)pg41E01MENSIONSAREBUCKWIDT MD BUCKHEWT(SEESHEMT ). swsN SlzEISAs 1FOT1@FlGUBFG DN sxEEra se. `;t�S1 •:f�OR10A. `w`� �''tsI�NALIENG���� Spacingfof"Integral Fin" Installation 3)SEESPZS FWON .ROUND OPTOWETnetEs.NU WfOM ORHEIGWOIU CNSHOMONTHETPDtE 4)'1/4-12-i/4'ANO.1111TStfJ'IN�ICATE THAT THOSE STANOAIm SlSH CONFIGUMTON9 FALLWOHWTHES441 N1DTH RANGE INTHEMJACF COLUMN.-CUSTOM-INDICATESTNATNOSTANDARDSASHCOWMMTONSFALLW7ININTNERANGE. 2.LTNNM21ER,RE. KELOW705 TABLE23: NINIMUMANCHCROUWTrrIESSHCWN. A MCH0RAGEMUSTA1 OCOMPLYNrItITHEMA%.O.C.GPACPIGZF MONTHE5I AnOM. t"v 7yp Anchor Guantitles torXO%WINdem 8 B Sash spM 24-WIh1 I W Hetphl 3C W9H 48' IbWN 6C I*w 83' He& 1. IbW4 3 Wgl l 38' xa13N 48' H cht M' I4s18N W wgrt PeiN. La\et R3 �n08uWw Mmh n=P Pe) Hm4as31 Il m H.I&Sw W.d&SIY I wa SRI _'H W&Sw 11 Hoaaasm Heed It sm Heaaasw Hrsaasm Head&Slll Ileaa6SI0 N,e as0l Ll AnchorG pA Mother GmupC 33.114• Y-%-Y. 11.301-11.391 1+Ix+bQ+1 2 I+C MO 2 1♦Q+OHxN 3 1♦CMbCNt 4 1+CMO+Q+1 4 NQ+OrQ+1 4 1+Q♦Mq+l 2 1+Q+O+Q♦1 2 1.CNaC2+1 3 1+C2+ l 4 1+C2+D+Q,1 4 1+CNtNC3+t 4 3B' Y-Y-Y 12W8-12300 1+Q qLl 2 1+QW+Q+I 2 1,C1.bCN1 ] 1.q+bG211 4 1+Q+O+Q+1 4 NQ+O+Q+1 4 1+C2+ l 2 1+Q O+C +l 2 1+C2i0+q♦1 3 1+C2+bQ+1 4 1+C2+0+QN 4 1+CNbC2N 4 X.Y-X 11231-13.3V 1.C2.bQ.1 2 1+Q♦bQ+1 2 1+C W+ 1 3 HC2.D♦CM1 4 f,42+0+q+i 4 1+Q♦O+CZ♦1 { 1M2♦O+Q l 2 1+Q♦O+Qr1 2 f+CR♦OK l 3 1K2r0+Q+1 4 1+Q+bQ+I 4 1♦Q,O+ 4 Y-%-% . 13.WS-K W 1+Q♦01Q.1 2 1+Q+bM+1 211C 11+ 113 1+Q+O+Q+1 { 1.Q+bQ.1 4 1♦C2+bQ+1 4 1+C[+ l 2 HC2+O+Q+1 2 1,40 l 3 1♦q+bCN1 4 t-q+ +t 4 1+q♦bq+1 4 X-%-X 11.MI-12.297 1+CM1♦41 2 I+C21I.Q+I 2 1+12 1♦Q♦1 3 1+Q+1+Q+1 4 1+Q+1.q+t 4 1+Q♦1+Q+1 { 1+Q+1+Q+1 2 1+Q♦1+Q.1 2 1+C2+1+Q♦1 9 1+Q+1+Q+1 4 1+C I+q+1 4 1+Q+I g 4 1T414• Y-X-Y 12.208-15.558 1+C2+bQ+1 z 1.QW+Qr1 z 1rQ+0+CNI 3 11CMbq+1 a 1+Q♦O+G2+1 a 1+QrbQ+1 ! 1+Q+p+C2N z 1+C2+MQN 2 1+QabQ+1 3 1+C2abQ+1 4 1.C2+eHR+1 4 t+q+0♦QM 4 Caslmn 1UW1-IZOIB 1+Q+t+Q+1 2 1♦QHIQ.1 2 I+Q+1+12 1 3 I♦C2+1.CM1 4 1M+I+ l { 14Q 1+C2+1 4 1H3+1+Q.1 z 1+Q+1+Q+1 21+Q+I.l 3 1+ 1+CM1 4 1.0 I1 4 1+Q.1+Q+1 4 W-If0• Y•-Y-Y. 12017-13.3ai 1+Q+i.Q.1 2 1+Q+1+Q+1 2 NQ+1+C2+t114M#�l 1+C2N 4 1+, +1+CMl 4 1,Qr1+C111 4 1+C2+1+CM1 2 1+C2+1+CM1 2 1+C2.1+C2+1 3 1+QN♦Q+1 4 1♦ga1H2+1 4 1.CN1+C2+1 d X-X•Y 1&M-17.016 1+12 0.,W+1 2 1+1 + 02+1 2 1♦C2+O+C2+1 O♦CZO 4 NC2+O+Q+1 4 HC"Ml 4 1+Q♦0+CN1 2 1+CNO+02+1 2 1+Q+Oiq+1 3 1+grb l 4 t+CN0+C2+1 4 1rq+p+CN1 4 m Custom 11.391-1&3R 1+CM1.Q+1 2 NC2+1aQ♦1 2 1+C I+C211 +1.Q+1 4 1+q+1+G2+t 4 14 M1+Q11 a 1+Q+1.CM/ 2 1+CM1+CM1 2 1+Q+1+CN1 3 1+ 1+Q+t 4 MQ11H 1 4 t+C2+1+Q+1 4 Itli X-Y % 1].398-15.980 1♦Q+1+QM 2 1.Q+t+C2+1 2 1♦Q11+CM1 +1.Q+1 4 I+Q+14C 1 4 1+ 14t 1 4 t♦Q.HC2N 2 1+Q+1,Q+1 2 1+Q.11 41 3 1+Q+1.C4.t 4 t+Q+1HRN 4 1+C[+I+C2.f 4 Y-Y-Y 1&381-13.Wl 1+C3+O,Qr1 2 1+CM l 2 1+C2+ i bL2+1 4 1+C2M♦Q.1 4 1.Q+bQ l 4 1+M. l 2 1+CMbQN 2 1+CM J 3 1+C2♦B+C2.1 6 1+C +l 4 1,Q+0+Q+1 4 0I %M1-13.33r I+CZ3aW+1 2 PC24.Q+1 2 I+Q♦3+Q.1 3.CN1 4 1+C2+3+Q+1 4 1+Q+]aC2a1 4 1+C2+3W*11 2 1+ Q+ +1 2 1+Q+3+Qr1 3 HQa3.QH 4 1+Q+3+Q+1 { 1+CY+YQ♦1 4 75' Y.-X-Y 13Z6-19A10 1+C212+Q+1 2 I.Q+2+Q+1 2 1+ 2+C2+1 +2+Q+1 4 1+CN2+C2♦1 d 1+q 2+QM 4 1♦Q.2M2+1 2 11q tl 2 1+ 2♦Q11 3 1+CN2+CN1 4 1+C2a2+ l 4 1♦C2+2 l 4 X-%-% 13.111-24.641 1+QM+Q.1 2 HQN+Q+1 2 I+PMI+Q+I +1+Q,f 4 1+QNaCMt 41+12+1+Q+1 4 1aQa1+Q+1 2 1♦Q+t+C2ai 2 1+Q+t+C2+1 3 1.CM1+qHM 4 1- 2 I.C2+1 4 C Wm 1&9W-18.38T 1+Q.3+ .1 2 1.Q+3+Q+1 21♦Q+3 +13♦02+1 4 NC2+3rq+1 4 1+C r3+q l 4 HC2.3+CM1 2 1+C2+3+QH 2 1+G2+3 l 3 1+C2+3 M+t 4 1iC2+3aC2+1 4 Y-Y-X 18.398-26.]W 1+Q+3+Q.1 2 HC2+3+Q+1 2 HCM3+Q11 31C211 4 1+Q+31Q+1 4 Hq♦3+gN 4 HQ+3.CM1 2 1.C2+3+Q♦1 2 NQ+3+C2+1 3 1+Q+3+CM14 1.CN3+CM/ 424.Wl-3a3W 1-Q 2♦C2+t 2 1+ 2+121 21.CM2+Q+1 2+Q+t 4 1+Q+2♦OMt 4 11q 2♦qN { 1.Q+z.CM1 21.C2+2+Q+1 2 1+L2+2+C2a1 3 1+Q+NCM1 4 HQa2+Q+1 4 -30.3W 1.C2♦3+Qa1 2 taQ+3+Q.1 2 1.C2+3+R+1 9 1agr3+Q+1 4 1+Q+3+Q+f 4 1+C3+3+q+1 4 1.Q+3aC2+1 2 1+Q*3+Q+1 2 1+C4+3,CM1 3 1+Q+3+Q+1 4 1sCM3+CM1 4 MChor amp B Mi,hor Gmup O 35114' X-X-X 11.391-11.391 1+Q+O.Q♦1 2 1+CNO♦Q,1 2 1+Q♦bQ+1 3 1+CZ+bC2+1 / 1+C1+e+CN1 I /.CNbc2N 4 1.Q+bC211 2 1♦G2+o+Q+t 2 1+G�+p.Q.1 31+L2aD♦c1+t a 1+c2+bQ+1 4 1+q+01CM1 I �' Y-Y-X 12309-12]00 1.Q+O,Q+1 3 t+C2+bQ+t z }+Q.bq.t 3 IaC1+bC2N a t+CNbQ.1 4 faQ+bQ.1 4 1+G2♦OiCNt 2 1•Qw+QN 2 HfII+O+CNt 3 1+Qap.Q+t a 1,42.O+C2+1 a 11C2+O+C2♦1 4 Y.-Y-X 11.991-13.592 ♦ ♦ f Q D+Q 1 ♦ b 2 1 CM R+1 i 21 QabCl♦1 3 .C2+b 1 C2+1 + + 4 0 1 Q+bQ 1 t+ b + 4 C2+ Q 1 +QabCN 1 1 1+Q+b ♦ 2 Q 1 2 1 +Q+bQ+t 3 + +bCM1 1 Q 4 ♦ . d 1 Q LZ,t ♦ +D1 1 Q CN1 4 4S1A1' X-Y-Y 13.WS-14.6W 1+CM0.Q+1 2 1+C11bQ♦1 2 t.0 M+1 3 1♦C2aD+CM1 4 1:Q♦D.C2+1 4 I+Q+OHZ.1 4 I♦E♦IM:1 2 1+Q+p♦Q+1 2 1,Q+bCM1 3 taQ U-1 4 1+C2+D+C2+1 4 IaQ.e+C2+1 4 X-Y-X 11.991-12291 NC2*HQH 2 faQ l+ l 2 I♦C2+I+CMI 3 1 C 1.Q.1 4 NR+1+C2.1 4 1+CMl. l 4 1+QHrCM1 2 1+Q+1+QH 2 1.CMHC3+1 3 HQ♦1♦QN 4 HL2+11C1N d NQWC2+1 d 4T3+4' X-X-X 12293-15.558 1+Q,O.Q+1 2 1♦M+ l 2 1+Q♦bQ♦1 3 1+Q+-1 4 I+Q+bQ+I 4 1+Q+OQO 4 1+q D,Q♦1 2 1+Q+O.Q+1 2 t+q♦O+C2+1 9 1.Q+O+C2+1 4 f+C2ab¢+1 4 1aq+0+Q+1 4 I3I V.ts' PRODUCTg REVISED gulc4olnPpl�vlg wHll too Ronda xoa-xo. a 17-0411.03 1UPI.O.. Date U92412020 ADOEDNOTETOANCHOR L Ott. TABLES. � Y m N N Ol o O O K O U) � p nD lD U p om 6N _ Z 2W� Om wV$ i Cn W w W O H O N Z K+m� ®m c 7 J N Camom 11.Ml-1201814Q.1. + 21+Q.1+ 121+M-11P131+C2+112141+C l+C2+1<1+C2+1+Q+141aC2+1+CN121.LP1:Q+i:�r1-C)-1aD):1,3'rtyN-C)-Pe+-C.i-'-^i•`I+"-::?--^''+ X Y Y 12017-13A57 1+C I-U+1 2{ -C-w•1-G•1 2 1+:3r •.CJ•1 ] CJ b:2-1•Cl<i;< 11Q+11C2+t G 1•Cl ) 1hgh1 Q 11 2'1-C? I 1 Q HQ �l +I Y-Y ].'D°-1ZC1-c ;•Qb.f9.1. 11 -[+. .. ..i)I--:R'-:R-D:<:)•'. nl'.Ga-.- .0 J... :.. .. -•....).. . .- ... - - _ \ �• - I ... Y-%-i i361-19.641 1.C�.0¢)..L i. v +.�21 -. _. �• 1i390-19110 t W -C. - t. 2 ^ { 2* [ (.< t ,. 1 ..-k 1 3 C1 •U tta I e •JjI �.. 1.... Y, X X to Ht-21&1 HQ t•Q 1 2 11 Q 1 2 t C2 C-:I !r L Q1 1 /I -MIN SRCNt)cw WIDTH-5J_e, NOrs _ gnchorOC A^1.. 1 ^nhnr 2 1)FRANE DINEN D 5Pe. 9LCK /1 1 'f .. - - :.� I Flri Inc:allado r, j L 23 1 L_� 91 1C r +INol.d ,t n INTN_P]lA TABLEI_ Anchor C.. -:Ines for XO or OXWindows S 35" 17.357 1-C2+1 12 17 131 1+C2+1 4 1+C2+1 4 1+C2+14 %;if!r.,. ..'2•I 2-I 2=7 14 1 7+C2*11e1 '.-C2-1 14 1-C2*1 ¢ I,=-1 4 1+C2+1 4 S' 29.397 '' =1 _ , 13 2•C2,2 2+C2+2 4 2+C2+2 4 � Anchor Oruup D un' 25-12" 12141 taC2+7 2 1+G +1 3 1+C2+1 4 HC2+1 4 NC2*1 d 1+C2a1 2 7+CZa1 3 1+C2+1 4 1+C2+1 4 1+C2+1 14 0 26 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 q i+C2+1 4 1+C2+7 4 1+C2+1 2 1+C2+1 3 7+C2+1 4 1+C2+1 4 1+C2+1 4 36' 17.397 7+C2+1 2 7+C2+1 3 7+C2+1 4 1+M41 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+CZ+7 4 1+C2+1 4 m 42' 20.397 1+C2+1 2 7+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C7+1 4 46" 23.397 1+C2+1 2 1+02+1 .3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+i 3 1+C2+1 4 1+C2+1 4 1+CZ+1 4 6(r 29.397. 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2aC2+2 b 2aC2+2 0 2+C2+2 d 75" 36.597 NC2+2 2 2aC2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+02+2 4 NINIMUM ANCHOR OUAN7nIE S SHOVM P IX.gAnchor O,.C. Archat S Rcin_ foP•inte ral- C:lDuaF t1(61241i16 PM) NOTSE USED wrm.lcNANNEc � ORINIEORAL FlN FRAMES NOrES! 1)FRAMEDIMc'N61ONS AREBUOKIAD SUONHEIM m-r(S SHEETS SASE SASHSIZEIE AS PERTHE4). HE FIGURES ON SHEETS 68. 2) FOR SAS NOT SHOWN, ROUND UP TO 711E NEXr AVAILABLE WM OR HEIGHT DPIENSION SHOWM ON THETASLE. cyvuuun ca:. JsCr..4D40 6y ,p . a,%Oa6 roul ADDEDNOTETOANCHOR `= C `.TABLES. l^ V. -+, Buck Wdth Po Q T ti X 4 x N [N� N (u] Jamb •'.)) fnf 1 n (J � i y d N F v4 S W N u+ w W Jamb 3 FI ,SIN � � PoS AI ml A A A fi Jam m IIJJ fN a g WWbn A A A JS + P 2 W D a3nx n u Tam0 1-, A Tar"--o P 2 X N N N Jamb •' a 1IiNfI r) : n e a o Jamb " A P i Jamb 7 « I.� ,IN A l7 •� g �_ lk R. � • A (A� Jam Jamb + Jam Wndm Buck Wdm Wnd=Buck Wdih y i �" c7 P N H °1m H ��N �i m W•7 m�il'F;:t�u?; e�WR �up)pFS�1�J,'W,N V J V J J J ✓ M+ RA€3�R F' i♦ F N F i i' Po 2 0 N + + + + N 22 N + + + ;R + - ya2 N N N N N N N N N N N N N N J f3S3RF3 ;i+ 22 y � n ' w W W W w W W W W W W W W w= J8T �N+)+'Y ♦ ttF�� Cl # (J F F O Po 2 m F 9 m O a + A A A A A A A A A A P A A A J RRf3Ri;i3fy� _ k33S3£3€yi =aR $_ o D A A A A A A A A A A A A A A J NiFS N i N N* N ♦A JBIIID 3 L0= A A A A A A A A A A A A A + + i « i R C N i 4 F F♦ +� y n m N + + + + N N+ + R N X N N N N N N N N N N N Ja NN T a +H+ N N"�'+•i,i N2Ri F2 yoi F � � W W W W W W W JB [W� [W� ^W nW [W� [W� nW ip N 2 N 2 N* i 2 N N`+ NN N N + + + + F+ 9 a N A N A + A « + A n'* + A _ ff(« + A A 2 O 9 � n A P A A A A A J + 2A 'A[i 'n+ n« }Ai N«P *+ N+ N+ ± � A A A A A A A♦♦♦♦A A A J N RRi33£3i + y8 A A A A A A A A A A A A A A Ja � ti%i y Ta. gym. _ y1 n 0 T a 1070 N. VENICHN LOGYL3427 DRIVE N. VEMCE, FL 34278 YYYnnn I (941)-480.1800 WPYRIGHT02017PWINDUS S.NQ O�O A RIGMSRESERVEG Z w;a)OR QUANTrrYTABLES g 05/15l15 i0; IiONTAL ROLLER -LIM J ROSOWSKI :R :..)^,OMNTS 10 OF 18ox MD-HR5510-01pB Ocoy yy "m n 4a3C e o �5m B ;A e Y g¢G Sm N � a• o TABLE IP. Glass Types An chor Quantities for XO•orOX Windows Mt Anchor O,C, Anchor Ancnar 5-8 Spacing far"Integral- GTaIpE GmupF B sh ilt iph( 0 Height 38"Height 4B'Height 54"Height 3.8' 4' I ad Need r Fin"Installation _ 13 2.C2-2 3 2+J2+2 13 Anchor Group❑ 2&V2" 12.147 1+C2+1 Z 1+C2+1 3 1+C2+7 a 1+C2+1 3 1+C2+1 121 1+C2+1 31 1+C2+1 3 1+02+1 3 1 28' 13.397 i+C2+1 2 1+C2+1 3 1+C2+1 3 1+(RM 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C20 3 x 38' 17.397 1+C2+1 2 1+C2+1 3 1aC2+1 3 1+C2+1 3 1+C2+1 2 7+C2+1 3 t+C2+1 3 1+C2+1 3 m 42. 20.3B7 NCp1 2 1+C2+1 3 i+C2+1 3 1+C2+1 3 1+C2+1 2 1aC2+1 3 1+C2+1 3 1+C2+1 3 'S 48' 23297 1+C2+1 2 1+02+1 3 1+02+1 3 1+C2+1 3 1+C2+1 2 14C2+1 3 1+C2+1 3 1+C2+1 3 BtY 29.397 2+C2a2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2aC2+2 3 75' 38.897 2+C2+2 2 2+a 2 3 2+C2+2 3 2+C2+2 3 2+-7-7 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 SEETABLEBFORDESIGNPRESSUflE Mass Typos Anchor 0uantties forX0 or 0X Windows 5-8 Sash 30-Helghl 36'Height 48°Helght 54'Hei9hlk ht 30-Height 48' Hoot WHelght Reinl Le1Bl Width pn) Heatl g Sul E Head & Slll m Heatl — & Ill E Heatl fl Sill EE Head IMIHead 8 Sil _& Sill E Heatl 8 S01R2 E AnchorGroupA AnchorGroup C 'S 2&ir.r 12.147 NotAllowed 2 1+C2+1 3 1+C2+1 3 1aC2+1 3 28' 13.397 131+C2+1 3 f+C2+1 3 38'17.397 2 1+C2+1 3 1+CN1 3 1+C2+1 3 47 20.397 2 1+C2+1 3 1+C2N 3 1+C2H 3 4B' 23.397 1+C2+1 21 T+C2+7 3 1+C2+1 3 1+C2+1 3 Sir 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75° 36.897 2+C2+2 21 2+C2+2 3 2+C2+2 3 2+C2+2 3 Anchor Group B Anchor Group G 2S1l7 12.147 I+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+22+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 38- 17.397 1+C2+1 2 1+0241 3 1+C2+1 3 1+C2+1 3 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Ai 47 20.397 1+C2+1 2 1+C2+1 3Ml+SC2;l 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 IaC2+1 3 48' 23.397 1+C2+1 2 1+C2H 3 7+C2+1 3 i+C2+1 2 1aC2rt 1+C2H 3 1+C2+1 3 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+02+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75' 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+132+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 MWIMDMANG D SSHOWI'I..ALLIRJt,T1011AO pow CGAPLY WITH THE MAX QC.GC. BPAGNGGHOWN ON THE ELEVAMARDNS. i DTAL CF ] MCHCRSAT Tr,E HEAD 0.V0 ] A!NCHO(iSAT THE 56L �� EE ELEVATION, SHEEi1 rl`t—`SSEEEE ELEVATION, S4EET t GEE CWSTER DETNLS, SHEET a SEEEIEVATON, GEE / Q X / SHEET I ELEVATION, SHE MEETINGRAIL REPEATANCHORPATTERNATSAL FOR XOX WINDOWS: ANCHOR OUANRIY PERJAMG 1+C3+2+C3+14 HEAD AND AND BILL ANCHOR QUANTITY (I)ANCHORATTHESASH A C W STER OF (J) I W Ct10RS CENrFAFD AT THE MEET W G R +(])ANCHORS ATTHE F0(3) SECnON + A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RNL +tt)ANCHORATTHESASH TOTALOFIOANCNORSATTHEHEAOANDTOANCHORSATTHE: SFEELEVATION,SHEEr1 SEE _ E_LIEVATIOL..N, SHEET I . I SEEEIEVATION,SHEET1 -- SEE ELEVAT X I GEE VAN ON REPEAT ANCHOR PATTERN AT SOL NOTES 1) MNE DIMENSIONS ARE BUCK WIOTH MaX.Anchor O.C. Anchor ANDBUCKHMGHT(SEESHEET53d). SASH SIZE IS AS PERTHE FIGURES ON Bpacing for"Inte9rel- Cp11PF 6 ersBa ])FORGDYG NOTSHOWN,ROUNDUPTC SEETABtE 7 MR DESIGN PRESSURE Fin Installation 4' THENEXTAVAILABLEWIDTHOHHEI—H DIMENGION SHOWN ON THE TABLE. 1 I �.. i�,.� �r•.a ..n� m,r rler�ea By x n..nnbal z 0T7DEABLITS EST0 ANCHOR z Y 03 9 1 o C i N (7 0 6'yy 3' 2 z". 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RMaee e.Pwupn Oslo 09124/2020 ^uCExe'••.�! �' JR 03/27/17 No c+uNDESTHasOET. mam '•.Cop' R.trmd lDa e: sHwp: a redo e m *: No. 5B705 P 1•. �I ��-'t=_' ® DESGN PRESSURE TABLES J ROSOWSKI O srA1E� ° 5u� i31'••!YORI°P..: 1aTOTEc1o+CL°GYERrvE oar G\C`�` ONAL E155`s ,� Sit111' N.VETdCE R31215: rollypeo-lsm HORIZONTAL ROLLER - LM 05/15/15 iy 1111111 cwwurtoxnTeorvamlOaOn 9cNmF�Rm sllm/ItodY sm4 STeet Ove4q !!n Rn' A LYNNNtlLLER, P.E eQe7 �A �Dme HR-5510 NTS 7 OF 18 MD-HR5510-01 B PEA59 05 A, j .. 27 MAl Hi'A Flex+: lot' PH. PHSrS([mor„il Scm.v) 41OSS 28 61644 Weatlerstdp,.187• x.27W FM No 29 61719 Weatlle.Wp..l8Tx.220PP0y PBe 3O kS x 1' PlLPH SDS (Intedock MOlvdng Screw) 41O SS 31 78X112PPA Rex 3.l)2' Ph. PH SMS (FNed Meeting R6➢ Screw) 41O SS 32 7166MP Meedig Ran Screw Support Plate SOMMA1 33 720210 Weep Hole Cow PVC 34 720187 knte8etion Screw Has Plug PVC 37 720197 Aft tttk CSwel % 720199 Seeep Lack Cast 25nc 39 MIN Auto Lack Cm Museml➢y Cast 2klc 40 N x 1.10 PIL FM SOS (Auto and Sweep Lack Screw) BE 41 720200 Ado and Sheep Look Kceper Cost2aae 42 76X14PPA 0 x 3/4' PH. PH SOS(Kespor Screv4 SS 4a 7012FPTX Rex 1/7FPH Teh elmememe43 Bcmw) SS 44 Leadedie Top Comer Key Nylon 45 LeadsBlo Bottom Comer Key Nylon 46 IackvBiB Top Comer Key Nylon 47 IttksOle Bottom CanerKey Ny1w 48 720204 I eel Nylon 72 620135 laml. LG. Bead PVC 74 SeckbedGng, GE 7700 or Dow 701 Mon. 76 716N/5 Sathg Black VM x 2 x i/8•L 85 +/.5 day. EPDM BO 61011 R. ored Screen Alum 61 61012 Extended Screen Fmrna Alum 62 ExW Semen Spmetler Bar Alum M 47NM Semen Comer Key vAlh Pull Fmg PVC N 47NIW/CKGW Screen Comer Key NoPWNLng PVC 85 7CASPM Tenslon Sphg SS 86 81816048 Semen Cloth Fiberglass 87 81635161614- .140' Scmon Scene Mvchire/tlsnd Rolled) VYI I NOTES: 1)nEMSR612.10.3$.3e.4¢71& 73 ARE NOTUSEDANO ARENOTPAR70F TNISA WA 2)p BY ENEROI WINDOWANO ODOR PROF11Fe. LTD, TO BE LA3FIFD FORAAMAEXnB1DERMM j153�L1- r_• .�060' ^lF'^ N--'s-x11 .Si3' fi LS 21� 11� .050'J� �.<71' 1.mP 13 b °UM COVEA� 14L,.MN1�NG RM J 1,fi-,NT 16 SASH RAR 1tB INTERLOCK OIIRER OL CR UJVER 7 �. [ r .17r �LL -` � � �-� -0+rmll �P 1.1w t l _IL—jL. I11 IIr= l .ns I".71Ls IS .ens —ROMED .ens--.��—� �"Ill,GHTSll�,.. I@ OBEADI IS OSOREENFMI.IF 61 SCNEFN FRM,E OREINFORCEEM OO SASH CExTNr R7➢^ --{I� 1.1m• I-- 1.1m• I-- ---i F-- ����Jj` ata• LJ "WP .]91' 1 1M1'IIJLI .13P 1.011•I �ULJti 1Y1P a1P L ^IJ�LI� JJJI J_ILJr"�VJ - 184• CT VISED �O REINORTCEYENiP �~ Ey�RCE111EN7 OREINFOR M TB�RAM1 Ox ,7 MONORAIL eaO,h�r�p wRilh Ne FiOritlo CoCe 17-0411 0B ReNaM a/; Dvk: ReHeblc JR 03/27/17 uc vux06s,xnsx6ET. NOAtiO. Sopinevn paw 9/24/2020 0 nivm P ucl cenlxe xx •� LYN,y * No.Sm05 - *_ ° t' a •. 3 3) ac .�:��177� �'xxirr��NAL ENx`�� ALNN Mh`1M P£ pff. aw.d � DVM RaWOx son WINDOW EXTRUSIONS & BOM ROSOWSKI 19roTECHnaocr oRp/E LKmjmmm3uwa 7av: HORIZONTAL ROLLER -LM mIN 05/15/15 �nemrtemmwrlaa.w swayum.k HR-5510 ams NTS sr1 7 OF 18 MD HR5510-01 R B cERr �� �B - I nK,lm,v - i m214 jw.jodn Icr Cide AI='C ::Y'-M ME Stainless Sled f FHSOS S:.'nl .z Sa.ell ecaess l o::K FRAMEWEIDS SCREEN ASSEMBLY DETAILS EIOENIOR -' FRAME [' ' ASSEMBLY VOTES: DETAILS I) GLASS AND SOME PARISIOPNONS NOT SHOWN ON DRAWING FOR CIAAN, Z)JZHANNR FRAME SHOWN PART 91. OTHER FRAME TYPES APPLY. 1) FOR REINFORCEMENT PES. SEE DETAILS ON SHEETS". OPT. AUTO LOCK CPT.SWEEPLOCK * NO- 5870055 JR 1 03/27/17 1 EXPLODED WINDOW VIEW Rm HORIZONTAL ROLLER- LM tv4s/, Swl[ SnxG HR-5510 NTS 18 OF 18 PRODUCT REVISED e n`m�oP�.na mn Fmnen NOA_N.. 17-0411.08 Eip1m11on O.W 09124412020 mWnl-LptlpP/otluct Gonhol IM TECKNOIDOT DRNE RY CE. M5 75 (941) 1 16W CFRT. OF ANNL 129296 J 05,15,15 11 0-01 B MIAMI•DADE MUM-DADE COUNTY • 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 nr A CCEPTANCE (NOA) www.miamidadexov/economy PGT Industries, Inc. 1070 Technology Drive ,forth Venice, FL 3427: 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 materiaLtested_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 AM 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. LL'�J l.il1C 11V1\: aullq OIIJJVv 1 Yl. oluglv1uug y1WYu1l• APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, 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 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# 16-0714.03 and consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0630.05 niano-oaoeeounrr Date: July 30, 2020 s (App:rova:lDate: November 30, 2017 �112�Ji / Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBN1ITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MID-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, with revision B dated 06/06/17, 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 -- -- — aalong 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 Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.03) 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 NOA No.15-05-19.05) 3. 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 series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. IS- 9.05 Mauuel erez, P.E. .Product ControKx finer NOA No. 17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS tCoNMFUEDI 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (coNriNuFD) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2-_ - _Notice of Acceptance No,14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5rn Edition (2014) and FBC 6th Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. - Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/114, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No.15-0519.05) 4. 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. 16-0714.03) 1. Notice of Acceptance No. 16-0714.03, issued to PGT Industries, Inc. for their Series "5500" PVC Single Hung Window - L.M.I. approved on 08/18/16 and icing on 07/30/20. Man Pere P.E. Product Con rol E miner NOA No.-0630.05 Expiration Date: July 30, 20Z0 Approval Date: November 30, 2017 E-2 e EXAMPLE FOR � 2MAV MAX. O.C. L RAOMS.TOP _ /� HEADER (SIM. '2'MAX FROM FOR ALL 1 FRAME SSAM WINDOW TYPES) // � BEEF A, SEE I� 9HEEi3 SHB, SEEEETS 30'MAX.O.C. �---12'MAX SHEETS+ ASEE 12•MAX. 1 SHEEr ai EQUALLY 1r-T/B'MAX_ O.C. SPACED EQUALLY I �TABLE94U BvncOR ANCHORS PER / TA0LE5 BI1 Q i O B4 _r MAX_ 1� — X 10-MAX O.C. HEIGHT I X EQUALLY - 11�MAX. O.C. EQUALLY SPACED _ SPACED ANCHORS PEN ANCHORS PER TABLES Ml A TABLES9­11 54'MA]L BUCK WIDTH 30' _ -� MAX. O.C. 12' MAX. r FIXED VISIBLE r� UGHTWDTH 12. MAX. SEE _ SHEETJ FIXED / VISIBLE VISIBLE _r SEE I LIGHT b-0IA% B-M.O.G SHEETS HEI / GHT If EQUALLY SPA MAX ANCHORS PER PERR BUCK TABLES9-11 —� HEIGHT ^ �I SASH 10—M1+A�XI.O.C. 1133IG"MAX. O.C. III// EQUALLY VISIBLE SPACED LIGHT - .J— ANCHORSPEP HEIGHT Al TABLES0,11 ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IIMPACT PAYING VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6? LARGE S SMALL MISSILE IMPACTRESISTANT� % ...---III 52-LIB' MAX. BUCK WIDTH �- 10'MAX.FROM BEE BHEEiS r 1-1/4' FRAME SEAM D,SEE �,_883 j1 -T- sHEEr,n m� 2� tT-0IB'MAX. O.C. 0 I / 02' MAX f0'MAX.IO.C. BUCK HEIGHT Q X 1 % X t..SJy11411�'11M}LAX. O.C.SEE / SHEETS l BA9 .1A 6-In. MAY / BUCK HEIGHT AS SHOWN 4 (et]0' uir .1 o-1n•MAX -_.- B NOANCHOR9 ATSILL �+�rI 'BEE SILLWEEP- B�-- NO ANCHORSATSLL SEE SILL WEEP- B�}-_ NO "UNIONS AT SRL� r SEESILLWEEP- °�— 1-114'—�I SEESILLWEEP 51'MAX. BUCKmDM IN DETAILS, SASH VISIBLE �NOTCHDETARS, F- Ba•MAx eucKmom +j�NOTCHDETM9. NOTCHDETAU SHM13 LIGHTWDTH SHEET] SHEET3 SHEET4 ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UPTO ANCHORED THROUGH THE NAIL -FIN T5'HEIGHTSEETABIES0.11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERALNOMS....................._...._..............._.1 2) SHUTTERS ARE NOT REQUIRED MEN USED IN ATNOEORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE ]BIN THE HVHZ,THE OUTBOARD LITE (CAP) MUSTTEMPERED. .... _„__................ ELEVATIONS .......................O 1 3) FOR MASONRY MASONRY )NITS AND COUNTY, USE ONLKSIPER DAOECOUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONSWERE SOUTHERN PINE, MAW. GLASS FANGS 9 EQUAL LE....OX......3 ASTM M CONCRETE MASONRY UNITS THICK CONCRETE WITH MIN. PER ANCHORINSTALLATIONS. E. INSTALLATION, FLANGE & EQUAL CHANNEL... 3 4)ALL TEDOSUCKSLE-1 THAN IK ORG EATER. TO AND HEINUSED) HALL IXWOONED AN SECURED ME R PERLYNIT 18 INSTALLED DIRECTLY THE STRUCTUE. RE. MODBUCKSBUCK GN INGDET,INTEGRAI FIN &JCHANNEL..5 ANDINEDA52XARE LLATION IS ME REICKOR GLITYOFHEAND 2XBUCKS ER,(EO)OR ARCH)SHALLBE EOESIGNEO ANDSECURED TO PROPERLYTMNSFERLOADS TO THE STRUCTURE. WOOD BUCKDESIGN DESIN PRESSURE......... ..._......._............. 5 ' AND EMBEDMENT BASE MAMMALSALLE BEYOND WALLDRSSING OR OF STUCCO. USE AORLNCH ANCHOR QUANTITIES.- ............... ................... .........&T fiSHOULD BEMBEDMENT TO BA SEALIN I -AS LNG STRATEGY RESISTANCE OF INSTALLATION ALL BE IONS LENGTHS ACHIEVE REND ME CO EMBEDMENT. THESE S, ANRUSION ANTMES....... 8-10 SHOULD BESEALED. REQUIRED ATEACHANCHO STRATEGY FOR WATER RESISTANCE OFINSTALLATIONSHALLBEDONEBY OTHERSANDBEYOND ME SCOPEOFINSTRUCTIONS. ... 8)1/4'MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO WE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. EXTRUSION PROFILES ... ..............................0 ASSEMBLY 6 PARTS LIST ................................. 12-13 T) DESIGN PRESSURES: CODES/ STANDARDS USED: A, NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E13M B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E13M •2017 FLORIDA BUILDING GORE (FBC), EM EDITION C. DESIGN LOADS ARE BASSOON ALLOWABLE STRESS DESIGN, MO. •2014 FLORIDA BUILDING WOE (FBC), 5M EDITION B) ME ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO ME REQUIRED DESIGN PRESSURE. WE 3}M% STRESS INCREASE HAS NOTBEEN .ASTM E13D600 USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OMER .ANSVAF&PA NOS2D13 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET ME REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL ADNL2015 PRODUCTRBWSFD 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE RENEWED BY ME AUTHORITY HAVING JURISDICTION. •AISI S100.12 10)REFERENCES: TEST REPORTS FTL4904& 7951 ELCO ULTRACON NON ELCO CRETEFLEXNOA; ELCO AGGRE-GATOR NOR: ENERGI WINDOW AND DOOR PROFILE%LTD MITE &BRONZEAIGHTER •MSC360.10 °dI0m9 CPde SHADES OF CAP COATED PVC EXTRUSION NONS: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSIIMMAKIDS BALUMINUM AL AaePIMp� ��' O.O� 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. } AO NY LYN IIOT �LJTjT 11RIPWb: .� -- i ; UPDATED TO FBC 2017. -JR-USER INSTRUCTIONS: "CENsp'••� 1I DETERMINE THE SITE SPECIFIC, WNDOWOPENINO'S DESIGNPRESSURE REQUIREMENT FROM ASCE7.ND. 50)0506/00/17 2I DETERMINE ME MOSTSUITABLEANCHOR GROUP FROMTABLES 2OR3ACCORDINGTOME INSTAIIATIONCONDITIONS.3) KNOWNG YOUR GLAZING OPTION(TABLE I), WNDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN OweHpOPm DwAn By: PRESSURE FROM TABLES 0.&. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR WINDOW C-O '. G �/� Imo/ .(ram 10TOTECHNOLOGYCRNE GENERAL NOTES & ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP L ;;DD SA •Y' •IGC N, VENILE, FL 3t2Tfi 4) DETERMINE ME ANCHOR QUANTITY FROM TABLES 9-11. VERIFY ME ANCHORISUBSIRATE WILL MEET REQUIREMENTS FOR %'O TEO DON: YOUROPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS BHEET-BETAKE MET. ��(L.'•.,...... ;. \� (Bi1)•100.1800 SINGLE HUNG WINDOW INSTALLATION - LPL 05/15/15 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. Pij stS/ �NG VV ComryOMom, NOTE:DESIGN PRESSURE RATING DETERMINATION IS ME SAME PROCESS FOR ALL FRAME TYPES (JOIVWNEL, FLANGE, A. LANAI 11 PG I090mNE61Ac. seHea/Me9- 5mNT SA..e pv.Np xa Rx NOWDESFIN PRESSURE aL`'""AhIi�R PE_ ""R�""'�"""P SH-5500 TITS 1OF 13 MD-SH5500-01 B } P.ESSBT05 CERT.OFALM T29296 Description (Listed Rom Exterior to Inledo0 Design Pressure Tableq 8heatq 71W Laminated l.G.:IIT A Extador Cep+7/19'Atr SpecsI WIV Lamina.el;(2)Uu. WRY A Blame Wth.OBO' PVB lnledayer 4,5 6 7/e'laminaled hG.: III TExtedur Cap♦7/16'AlrSpace+511V Laminated:O)Ules of 11W A Glass wdh.090' PVB lnledayer 46 6 7/8'Leminstedl.0.:311e'AEatedm Cap+SAP AOSpamI VIT LeminMed;(2)Line of III Allen, with.09Y PVB lnledayer 46 6 IN Laminated l.0.:3110'TExtedor Cep+WF Ah Space+&IF Lemdneted;(2)Utoa Wl/F A Glen. vAin .09P PVB lnledayer 4,6 6 7/6'Landamel LG.: IfF A Ensnared, +7/16'Ab6paca-WIV Lemhutod;(2)Utee aIVV HGlaas Wth.CW 6G lnledayer 7 7 116 71V Lamb.led LG.;Illy TEdedOr Cap+7/18'Alr Space+M18'Lamineted;(2)Ule¢o1118- H Class wtN.O9T SO Ntetleyer 7 7 TrF Laminated IG.:L10'AExleMr Cap+SAW Air Spase+VIIP teminated;(2)Wes miff H Glass Wth.W SG Nladayer 7 ] 7/8•LmdNed I.O.:W/8'TFAIad.,Cap+Y8'Air Space45118'Lemr.md:(2)UN. oflIW H Glass with A90' SG Intadayer 7 7 71W leminated l.G_- VB' A EaN ram CaP - WT Ail Sposa+ 7/18' Lamirated; Pluto. of 3/16' A GassVth .W SG Ine dayer 8 7 71W Landessod LO_UB'TEMedor Cap+M WAITSpece+7H8'Lsminstrd:(2)Ulee ofWIW A G?... ltilh.09TSGlntedryer 8 7 TAF LaminebdI.O.: 311W A Extedm Cop47M'Air Space+7/16'Laminated; R)Ules of WlIP A Glass xW .w SG Worley., 7 ] 71WI-amN4ed 1.0.:3//8'TExterior Cap +V4'Air Spero+7/16'Lamneled;(2)Utee IWIG' A Gas. xQr.09V SG lnledayer 7 ] Group Anchor Substrates MIN. Edge Diamond Min. Embedment• q q10 SMS (steel, 188 S.S. or 410 S.S.) P. • Soulaem Ina (SG=O. 5 711V 1J/5" Steel, 3/8" 0.- 053 Seel Stud,A8533-1 3/8' (18 Ga.) 0.04 (IS - Aluminum, 8081T5' 3I3' U. OASP WIV steel Ulbacon P.T. SDulhem Pine (3G=0.55) ]/16' 13/5' Concrete (min. 2.85 Iasi) 1' 138' Urgmuted CMU, (ASTM C80) 2-1/2' 1-1/4' B q72 SMS (steel, 18-8 SS. or470 S.S., P.T. $.the. Pine (SG0.55) 8/18' 14118' 51ee1, A38' 3/B' 0.050' Steel Slug A653 Gt. 3W 3/8' 0.0451'(18 Ga.) AMmmum, 6C63-T6' 3/8' 0.003' 1/e.t..1Ultrecon P.T. Southern Pine(SG-0.55) 7' 14/8' 1/4' steel CreleBe% P.T. Southern Pine(SG-0.55) 1= WI8' 1/4' steel Aggre-Getor P.T. Southern Pine(S(=0.55) 1' "W C 1/4'¢teel UllmannConcrete(min. 2.85 ksi) 1' 1J14' Un9muted CMU, (ASTM 690) 2-1/7 1.114' ea OnnCRle 134' 1/4-steel Ullmcon ncrete(min. 2.85 ksi) 2-1/2' 1J/4 0 1/dI-tealCrelefleK Canore UMmued CMU, (ASTM P90) 2-1/2' 1-114' 1/4'eleel gggre-Geier Concrete min. 3.276 ks1 1-7/7 Grouted CMU, AS IM C-90) I Z' 2' GLA56 TYPEG 5. T, S 11, ' N THE VHZ ABMAY NOT E USED IN � THE HOVE 30'. MIN. OF 3 THREADS BEYONDTHE METAL SUBSTRATE. TNGROVTED CMU'VALUES MAYBEUSED FORGROIRED CMU APPUCAlIONS. i TABLE 3: ALLUWHYLE M r,NUNh I nnwtin I n Group Anchor Substrate MIN, Edge Dlstenm Min. EmbetlmanP E 1 24/2'..131' Common NOil P.T. Stanger. Pine(SG=.55) 318' 1 2.7/16' 2.1/2- Rln"Inark ROolrg Nag P.T. Southern Pine (SG=.55) 318' 2.7/16' P.T. Southern Pine (SO-.55) 112' 1418, AnD Tmssheed SMS Aluminum, 8063-T5• 318' 0.050" (steel, I" S.S. Steel Slog Gr. 33' W 0.0451' (18 Ga.) 04109.5.) Steel, A3B• 3'8' ,. 0.050' F -MIN P.T. Southern Pine (SG=.55) W78' 1.3yg• THR 412 SMS BEYO Alumlmon 111 318' 1 0.083' latest, 1SIS S.S. Slest Stud, Gr. 33' 3I8' O.D50' META or 410 S.S.) SUBS Steel, A35' 318' I 0.050' Fram¢ Glass Frame Frame Typae Options ConRBs. Shape. Installation Options that may be used (ee. FIB B) (see Table 1) (we Fig A) (we Fig C) ....Into 2X Wood FmmelBuckatdp - sheet 3, option 1 Flange Equal -Lie, Squars/RacL, ThroughWine hems ....into Cancregacks-shoes3,ention2 (q2)F5. OdeCProNew Arch-Ton3 Athe xindow:.^.:..._ihmuBtl lXBucksNpinte CenclelelCMU-ahae13, aption3 B College RBdue-Top ....Into Metal -sheet 3, option 4 ....Into ZK Wood Fmne/Bucketdp -elreet 3, option 1 Box/Equal-UI¢, SquesePect., Through the stands.... into ConerelshI-¢heel 3, online2 EquaN.LgO&Cofte4ew Amh-TapB Ofthewindow...... .... through IX Bmksldp Into Cornme/CMU - sheet 3, when (qd)B Cutlaga Radius Tap ....into Metal -shed 3, option 4 Through the ....into Z%Wocd FmmdBuckshm-dinner 4, option 5 J-ChanrolEqueWt., Scenes Reel., integral An...... ....Into Mehl-aheal4, option OdeBP3ew Aroh-TopBeCotiage Radus-Top ThroughNe 6eme ....into ZX Woad FmmaBucknMp-¢heel4, oWonB ....Into MeW -sheet 4, option 5 of the wind ...... Through Me ....Into M Wood FremelBucketdP -sheet 41 Option 5 leteBml Fin Equal4ite, Samuel Flect.• intei fin...... ....into Metal -sheet 4, opflon7 (q3) 5-8 OdellPro3ser B College Amh-Tupe Rodlue-TOP Through the hBlnO ....Inla Z%Wootl Fmme/Bucketdp -.heel 4, option ....Into Motd-eheet4,opllcnH athe window...... Y EOUYAL-IRE ORIEL COTTAGE tNDTHF� T /� U ---ISUCK WIHI-- OT T - -._ T U +{BUCK IMDHI�- T T;..... -- Y� lT V �m T �j RECTANGULAR 1' � RADIUSdOP ad AfiCH-TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED BY INSCRIBINGTHE SHAPE IN A BLOCKAND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6­10. r:I IPF R FPLMF TYPFC O O J-CHANNEL INIEGR�PLjFlN 05 kj 0 FLANGE GO%OR EQUAL{, EO 'A'=ANNEALED 'H'= H EAT STRENGTHENED T=TEMPERED P%IV m.090' TROSIFOL®PVB BY KURARAY AMERICA. INC. 'SG'- Saw SENTRYGtAso INTERIAYER BY KURARAY AMERICAN [Na PRODUCT..VISM el Fompt,;�wilbde TlarMr nawe�res Na) 7-0/130- F Da< /j0!D B pTmn OMePmdua CeiVa - *, No. 58705 * = U _ wemlpnaa: D:aaa ay: _-0 11 1D7GTEcHNOLoGYbRn/B GLASS/ANCHORS/FRAME OPTIONS J ROSO SKI 3F3 *7.7 f'•tU� N. VENICE, FL 342761 m THE �., S TEO /(/� ntle: Oafc `DOR10""� G�`1' )Bd1 CtMtgq SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 RATE. ��70NAL.e1IS INN` N =tu Smlv/Modd Swle: Savt• dvNrq Na Ron A . LYN�I%IILIeR. P.E. _ __-._. SH-5500 NTS 2 OF 13 MDSH5500-01 B Material Min, Fy Min. F,, Steel Sense, 92 keI 1Z0 kel I"Screw Wlet 95MI 411 90 het 110k.1 Eko Aggre-G-tolO 57 ksi 96 ad Eke UIVeC¢oll, 410 SS Eke CreteFfees) 155 led IVA ksi 177ke1 189.7 ke1 6WITSAMmimm 16k.1 22 ksi A38 Steel 38 ksi 50 ksi' Or. 33 Steel Stuff 33 ksi 45 ksi ANCHORS RE -GROUPED. - JR - 06/06/17 3 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. OPTION 7 1 EDGE DISTANCE ANCHORED THROUGH EMBEDMENT MAAMEINTO2XWOOD I-- 1/4•MAX SHIM / FRAME OR BUCKSTRIP. \ SEE NOTE 2. THIS SHEET. EMBEDMENT SASH WSISLE j EDGE �IL� 16 LIGHTWIDTH FLANGE PRAME �1. DISTANCE U SHOWN M BALANCE �114-MAX TYPE VARIES SHIM TYP. ANCHOR TYPE. 42 WITH WEIGHT SASH EMBEDMEN EDGE WEIGHT 2 TYRAEMBED ENTANPE. EDGE Q �EMBEDMEMANO EDGE DISTANCE PEfl a m DI STANCE PER SUBSTRATE, SUBSTRATE, F7� SEETABLE 2. SHEET 2. SEE TABLE 2, SHEET 2. EXTERIOR 8 FIXEDVISIBLE FIXED 10 2011 OPT.SASHTOP FLANGE UGHTWIDTH VISIBLE JLIFT FAIL FRAME 2 LIGHT NOTES: SHOWN Ih'�� BUCK WIDTH HEIGHT FOR ALL WINDOWS: 1 ANCHOR ®3.55 HORIZONTAL SECTIOI L_ 49 48 FROM END AND AT 1)USEONLY Q O 21 CENTER. SUBSTRATE -APPROPRIATE 22 FOR WNOOWS ANCHORS USTED ON TABLE 2, T2 OVER 3T WDE: SHEET 2. FOLLOW EMBEDMENT AND DADEAPPROVEDMULLION, "COMPLIANT D ADDADOHNI EDGE DISTANCE UMITS.ANY MAY BE VERTICAL OR HORI ONTA-.SEES SCREWS 44IsI INSTALLATION OPTION SHOWN MAT 74 45 46 47 O BE USED ON ANY SIDE OF THE 35 FROM END. WNOOW. 1/4'MAX FOR WINDOWS WITH BOTTOMLOCKS: SHIM p106R p125TEEL BUCK 5D O 16 ADO ADDITIONAL 2)MASONRYANCHORSMAYSE SELF-ORILUNG- HEIGHT SCREWSjpe-3B• USED INTO WOOD AS PER TABLE 2. SMS(G5).SEE 05 -� FROM END. SHEETZALLWOODBUCKSLESS TABLE2, 30 THAN 1-ta'THICK ARE TO BESHEET2. SASH CONSIDERED 1X INSTALLATIONS. 1% EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE. WOOD BUCKS a DEPICTED AS 2X ARE Tl?THICK OPT. 86 J_yy 18 USE EITHER OR GREATER. IX AND 2X BUCKS DD LATCH OR (WHEN USED) SHALL BE DESIGNED L� (2)1' 81 31 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE TT�� INTERIOR TESTED UNIT THE DESIGN AND INE.STALLATION WOOD BUCK FRAME HOWN WEEP LOCATION: B-SIB' DESIGNUCTUR TAL ODD IS BUCK SHOWN NOTCHESAT Dp FROM SASH END. RESPONSIBILITY OF THE ENGINEER EACH END. ORARCHRECTOFRECORD. EXTERIOR B 88 3) VISIBLE UGHTWDTH OR HEIGHT INSTALLATION fl (ALSO REFERRED TO AS DAYLIGHT OP71ON4 V 67 OPENING) IS MEASURED FROM ANCHOREDTHROUGH EOUA-mGIBOX IN' MAX SHIM BEADINGTOBEAOING. fi P/JAE INTO METAL FRAhESHOWN OlJ'-� ItttII111I c ONlf ....... NRW�4fi �''•. .2rx Lss• •"'•' NO ANCHORS WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS 2.87. FROM 3B FLANGE OR *: NO.6B705 '. * 2.BTFROM O lky. EOUALLEG WIDTH - EACH ENO. FRAME BILLS ®SASH: BUCK WGTH - B-i/2" -'O ' ! Deu Ld FIXED LITE: BUCK MOTH -4]IS' �AQ�: ST�� t(U` N.TVENICE,Fa31260RPiE FL HEIGHTIEOUAL-UTEI ' (K` ':;�(OgIpP,.' \?\` (S41i400-1600 IRH VERTICAL SECTION B-B BUCK HEIGHM-MIPS' /''iSS/O ... SIB ...NaL11tt1, MIN7��,RE9 5.K, A LYNN MILLER P.E. PE658705 CELTI.OFAUTH.Ptl29p INSTALLATION OPTION 3 - ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETEIOMU. SEE NOTE 2, THIS SHEET. EMBEDMENT 1/4-MAX SHIMf-�- 7 EDGE DISTANCE TYP.ANCHOR TYPE, • EMBEDMENT AND EDGE 31 ANCEPER EDGE SUBSTRATE.TE. ' DISTANCE SEE TABLE 2. 4 - SHEET 2. SHOWN 1/4' MAX SHIM EOVA FFAN X FRAME SHOWN INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL m & EQUAL-LEG/BOX FRAMES I J ROSOWSKI Dab: HUNG WINDOW INSTALLATION -LM 05/15115 swl<: sn..e dv.lnp Na. R.+. 500 NTS 3 OF 13 MD-SH5500-Ot B INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION a INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INT02X ANCHORED THROUGH INTEGRAL FIN WOOD FRAME OR BUCKSTRIP. SEE INT02XWOODFRAMEOR INSTALLATION OPTIONS II EMBEDMENT "{ NOTE 2, THIS SHEET. BUCKSTRIP. SEE NOTE 2. THIS SHEET. I� EDGE DISTANCE ANCHORED THROUGH INTEGRAL F— EMBEDMENT FIN INTO 2X WOOD FRAME OR — UP MAX SHIM 114'MAXSHIM BUCK -STRIP. SEE NOTE 2. THIS EDGE DISTANCE 10 SHEET. TYP. ANCHOR TYPE, HWSIBLE 1� 17 JCHANI ' EMBEDMENTANDEDGE 18 CIGHT WIDTH I _ r SHOWN H, 1 GIST SEETABLE2, SHEET 2. FIXED MSISLE LIGHT HEIGHT BUCK HEIGHT (3)1' INTERIOR WEEP NOTCHESAT EACH END. PINTEGRALFlN FRAME SHOWN FORALLWNDOWS TYPEVARIES 422 vn.. WITH SAS SASM 1l4'MAX SHIM EDGE WEIGHT 54 TYP.ANCHORTYPE, DISTANCE EMBEDMENT AND EDGE DISTANCE 6TR ATE, L_ SKEET SEE TABLE 3, SHEEL 2. 3. EXTERIOR (NAIL SHOWN) FIX EDV V LIFT. TOP J-CHANNEL LIGHT WIDTHOTH LIFT FAIL FRAME 1 NOTES: SHOWN EMBEDMENT TYRANCHORTYPE, INTEGRAL EMBEOMENTAND EDGE FIN DISTANCEPERSUBSTRATE. FRAME SEETARLE3.SHEET2. SHOWN (NAIL SHOWN) 6NNOOWSWITH I ANCHOR ®3.55 BUCK WDTM - FROMENDANDAT 1)USE ONLY HORIZONTAL SECTION C-C CENTER SUBSTRATE -APPROPRIATE FORMNDOWS ANCHORS LISTED ON TABLES 233 OVER 36-WIDE: OF SHEET 2. FOLLOWEMBEDMENT 114-MAX DADE APPROVED MUUJON. FBC COMPLIANT ALUMINUMSTEEL FRAMING OR STEEL STUD. ADDADDRIONAL ANOEDGEDISTANCELIMITS.ANY 1� SHIM -^I MAYBEVERTICALORHORIZONTAL SEE SUBSTRATE PROPEFUIES.TABLES263 SHEET2 SCREWS®I6 - INSTALLATION OPTION SHOWN MAY J 35 FROM END. BE USED ONANYSIDEOFTHE WINOOW. DTJ FOR BOTTOM LOCKS: X100RX125TEEL 1 1/4'MAX. 50ADDADDITIONAL 2) MASONRYANCHORS MAY BE SELF.DRILLINO SHIM SCREWS@B-m- USED INTO WOOD AS PERTABLE 2.SMB (GS), SEE B5 FROM END. SHEET 2. ALL WOOD BUCKS LESS TABLES 2&3 30 THAN 14W THICK ME TO BE SHEET 2. CONSIDERED 1X INSTALLATIONSEXTERIOR 1X WOOD BUCKS ARE OPTIONAL IF USE EITHERUNRISINSTALLEDDIRECTLYTO LATCH(SHO SUBSTRATE. WOOD BUCKS ORTBO (SHOWN) ) DEPICTED A52X ARE 1.1ff THICK rl� OR GREATER IX AND ZK BUCKS I / 2T X 11S WEEPHOLE 38 W/COVER@2PT FROM EACH END. LOCK(SHEET3). (WHEN USED)SHALL BE DESIGNED LOCATION TO PROPERLY TRANSFER LOADS FINANDIOR L LOCATION: &SIB" FLANGE REMOVED FROM 9/sH END. TO THE STRUCTANDINURE.WOODullS THE IN -FIELD DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN L� NOANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN e REQUIRED IN FRAME GILLS IF ANCHORING 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 1 OPTIONS iM'MAX OPENING) IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL i—SHIM BEADING TO BEADING. \\TILT III/1, INTEGRALFININTOMETAL (INTEGRAL FIN6LANGE REMOVED) EDGE SEE TABLE 3, SHEET 2. —may EMBEDMENT (-- (SCREW SHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D-D ANCHORED THROUGH INTEGRAL FIN INT02X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2. THIS SHEET. VISIBLE LIGHT FORMULAS _ * // N0. 58705 WIDTH= K * O @SASH: BUCK WIDTH-S-113' � � ' DeeMHA 01p''A B1* @ FIXED LITE: BUCK MOTH-4-3/S' ��Q STATED I 40 10T0TECHNOLOGYORIVE J-CHANNEL &INTEGRAL FIN FRAMES J ROSOWSKI ' AL <//� 'N. VENICE FL342i6' HEIGHT (EQUALiREI 'i CK`s'.F40RIDP-.+'��J B41 D1600 "ft.wac BUCK HEIGHTM - 3-16NI7 �'�.S�ONAL ENG�`� (- pAlp SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 '1111111111\\ pplppl4q\qE;py 5e,yes/MeML' FcoY: SImG 'MD 'Na Fx ALYNNMILLER.PE vNLB^d11pTTc6911'Ep.v SH-550O NTS 4OF13 MD-SH55C B 5/16"A/A PVB 7116" AIR SPACE 1/8' A GLASS a EXTERIOR ]6]8 GLASS TYPE 5 -1 TWNOM. 7116" AIR SPACE 1/8' T GLASS aEXTERIOR 16]B GLASS TYPE 10 TV NOM. --�I T/B'NOM. [— -1 7/8'NOM. I-- 5/16" AIA PVS 5116" A/A PVB 511W 8 A PVB 5116° HIH SG — i 7/16"AIRSPACE 3/8'AIRSPACE 3/8"AIRSPACE 7/16"AIRSPACE 1/8° T GLASS 3/16' A GLASS 3116" 4 GLASS 118" A GLASB a EXTERIOR aEXTERIOR EXTERIOR < E]WERIOR ibis T&19 TB'l9 i&18 GLASS TYPE 6 G:�::SS7 TYPE 7 GLASS TYPE 8 GLASS TYPE 9 NDM. 7/8'140M. Imo- +I 7M* OM. �— I I I I I I 5/16" H/H SG 5/16" H/H SG 7115' AIAISG 7/16"A/A SG 3/8°AIRSPACE 3/B'AIR SPACE 5/18"AIRSPACE— 5/16"AIRSPACE 3116" A_ GLASS 3/16" T GLASS 1/8' AIGLASS 1/8' T GLASS aEXTERIOR aEXTERIOR aEXTERIOR aE TERIOR ]b]B • ]9�]9 � 1&]0 i6'i9 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 718'NOM. 7/16"A/A Sc 7/16"A/A Sc— �I �I y�I,• �II�II �II 1/4"AIRSPACE 1/4" i IR SPACE-1�I\II -+ T/B'NOW I-- 'NOM.GLASS pLASS TYPES 9THROUGH { ETYP. ' 16MAYNOTSEUSED 3/16'AGLASS 3/1("1 WITH.4CHANNELOR • INTEGRALFINFRAMES aE%TERIOR a TYPES S. T. 9.11.13 16]9 'GLASS 815 MAY NOT BE USED IN AEnE7RIOR75 THEHVHZABOVE30•. GLASS TYPE 15 01I1i11 LYNN...........ff�( No. 58705 • ' '• . T'YP. GLAZING DETAIL GLAZING NOTES: A'=ANNEALED 'H'= HEATSTRENGTHENED *-_ -� I�• tme TEawoLoov oRl 'T'=TEMPERED STTEDF N. VENICE. FL U275 'PVB'=.900'TR0SIFOL PVBBYKURARAYAMERICAINC.DRIDP: ��� �' ��� 'SW=.08P SENTRYGLAPBYKURARAYAMERICA. INC. ' S (011}IB0.1fi00 ONALIENG``` FOR LAMINATED GWNG COMPONENTS. SEE TABLE I. SHEET 2. ALLPOMIBPE9ERVED 0.LYNNMRLER PE P.EN 50]05 CERT.OFAUTM.8291 I V N II I GLASS TYPE 16 PRODUCT REVISED °mylrimR wish LM pkdd. Bulldws d n� nnnm N, l�• 9.06 STm Dn� ary, 1'/DID Ai ade PVduct :1Pllon: Pelrn 0. MING DETAILS - J ROSOWSKI Dot.: IGLE HUNG WINDOW INSTALLATION - LM 05/16/15 o/Ye1ek 5=ak S'x1H pvrFy NSo. fter SH-5500 NTS 5 OF 13 MD-H5500-01 L B Oeslon Pnssun, berg T.1YPee Sru WlnCl.wl P1 Fmel Metrrwb eYll eUee see G 6, area 0 UAI ANCHOORR GROUP AND OVANIITY. I HEADER MEETINORML GASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL RI REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) NOTES: Q USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SDES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE WIDTH OR HEIGHT DIMENSION SHDWN ON THE TABLE. C e�nM a 0 w ...Ml Ntntr04, ®Vmev IJBaoo•a BMII.) .,I.) [IeelpnPmsun,b.rlle LIP. mY ss]a E,m4 Il al •m.0 -N, sLa.dmlla. H.en. meia •e}0 .ro.o mA +o aa EPaNlle • .m0 •m.0 ye,yWge,Lx I11.�.1. I T1.11.5R1. •ax0 � ro.0 b50 Jao iA0 nw a.5n.2a:m Nxo .mo .m aao y .awly. mm NSo .mo .mn aao ins Evvwle nslr.21127 N .m0 Na➢ .ra0 RWNP,Nvv 1.s1r-ITT. NI..m0 tit0 .m0 6b1af 11 ]r7-451e N .m0 •650 ]a0 LIXI m59J.]1.611 N]➢ m0 f80 aa0 a.mmaa. x.sr.asm m➢ .mo •m.P -iao 6WwWllepa Rel].aP19 +m.0 ro.0 HSA -m.0 4 EyIJI•a Aafr.Y •B3 ro0 •m➢ aYNva RN ]mY.mSw s •m0 1 a00 •65.0 -.0 .I00 tra sB. fun.nafe .m.a .mo •mA aao 6Nnn nan.wle .ma .mo •mn aoP .m0 v..l.asalge mISJ.3SPu af].a .•m3 1, .mo . •mI .m. . E'pu,eY msn.msw le •asa .mo •mA .>06 4 sllwaP,w.. 2en.mne •m.o .mo +mP .mP ww,au. 12A11 n.en aan I..mo s.W 11377.it.ele N 'I 'Ii T.Iw ]].m mll sm .e3a .m0 •m0 ea0 sl.a.daaMs. msn.am NSo .ioa •mo .m.o y a wxa .m0 •m.0 mo j ams mIltIr °'s'"a°. MR-M xan-alle .m.a .ma .I¢n m➢ rIll me.e •ma .mo •mn mo Ill .lrs •m0 •m0 an0 W bosh. 12sn. fine •110 M.•m0 AA MOM 11T).lifla ♦ .mA •m0 0 T1111, LtlYel f}611.91e +BEG �ro.0 +a40 -n m a1NVl lII.m51B .9}0 a40 +mA E,tai manJI .vsla •ma .mo •mo Do Fol sb.weww msI].m Naa .1 .mo b.lak. men.asle .a3o -ma •mo .mo Ise, u. nan-msm .mo . Ilell.11.sle N1. .ma Ilk, puWnb¢. QAPmIQ 1}01).1.010 KSO mA •m0 81.] blalnl II m1.1f D10 K30 m0 KSA .99! Te1411 .R.sIlB1.&B KSO m0 •m.0 TAO EOeXY m51la.sla MSa a0 •m0 -iao la OeVm Sh. J251ra.5fa •m0 .m0 •mA RO sl.,e.enw.. aen.a sle •m6 •mn area bn6v. aBlr.a sn MSP .ma •mn an am�ws mMa.as+e .mo .ma ane F-84c BBI w10 area •mA M trabk. mM,el].n envm .e wxo .mo •m .11A a]s blw.ae�2.. e.v.fle N}6 an6 .mP aas %.m 1I411 4fN •m0 ia0 •mA Wa B ale . Dupre Pressure, Rime 5ise W mf. l.Ml W FaNHMvsd uep.kn SEETABLEID,SHEETBFOR ANCHOR GROUP AND QUANTITY. I HEADER P MEETINGRAIL L I SASH 'l HEIGHT SILL SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5 6 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLYTOALLFRAMETYPES& CONFIGURATIONS) PRODULSREVISED MP]YiIT Mil, UN I'll Duildhp CWG VpSA$H HEIGNT=WIND W6 IfiM7 5'136rv, Pi.lenm N, , E Pi,. pn0 RMeb2 By VGENSp ? * : No, 58705'P (};'� DYCSIG DESIGN PRESSURE TABLES Oran By. J ROSOWSKI TEO Tl/` t070TEcxNDLoovDRrvE •,!20RIOP.:'G�C3i� N.VENICE. FLUM nue: OaIY ND15N5 '�•,,Si0NAL 01%%% (BgiH&61B00 SINGLE HUNG WINDOW INSTALLATION - LM ]Illlllllll\\ Ipra4V19]fl[q MC. SBrbe/YMMt 5NT• A.LYNMIMERP.E. SH-5500 S 17OF 13 1 MSH5500-01 I B •�T'p aly leaf9 e11M.Ynl 1 HmnBnn M1UAy'mbtlwn 4Me®Y]M.a I eW]muqc.'. 9•rDIWe PmPDN Oealpl P...' loom? BW Waol Vpleb 63135 W ]ne Il.flf -1100 •Ao�1f0.0 •m.0 2'go •]vo .110p 6VMNGABp• IA51I."m •WA -110D •10.0 -11to •]q0 .II4o •me .f140 A Eylllle IAm)-1Ae10 •Ae Alto •100 -11a0 •100 A- •l00 .1100 BVNN PIWS/ 11.P1.11.m2 •A,0 Aw. •m0 .II4o •m.0 AI0.0 •A.0 -1f0.0 T41 21511-A.Se •AO a10D •RA Ame, Alto Alto •Ne Alto BintlalfA4 RDN'IIYe •AO AfOD •NA A140 •1.1 "'to 1m0 -l"o nIDe EyiN 1TI-1 A.m] •AO A1n0 •m.0 -1100 •)0.o -IIaO •'T -1m0 6Ymae Pmb. 14el1-11'e. •RA ZI-. •m➢ -+10.0 •let 71100 •i0A :m-' irulYl 73,5 W •mF -0a➢ •140 At. •mo A...RO Alto T.ewl zr.m-m.m1 .W.O -non •Tat wa •]m .mD .Ao .ma mbnpn. msn-T.m •mn .11oA •m➢ m4n .1.. -Imo .mo -nno awcello. ales"-ID.sm •mo -noD •mn ."ne •rao .nno •mD -nno Ey]IB4 >a51]-A6K •AA AIDD •m.0 AIDA w40 .110.0 •Rp -nno w 6. 1].511... •W.0 -I AO •AD Alto •mD AInO •Ao -1faD gco 19511.1)dle •R➢ AI00 •WA -1100 •ia0 .11a0 •mo -11n0 1T.,113n np5m • o Auto •mA .uaD a40 -Im.O •Ro "oleo ml RXS-Y.611 •m➢ .non •A.0 nno .m0 •mo eun.acPp. R5".m..R •mg .11. •m.0 to .IA..He Ale .1 '. Ep1 RS11.A.me •WA AtoA •mo AIgO •m0 ..me A140 •AO -11a0 M BIeNOPldna 1t611-oet" .1. -I1. •Rp AIt, Alto AI00 •m0 AInO IAeI]-Il.6m •mA -If00 •N.0 110.0 nao algo •Rc AMMO pObin 9]a 1]51}-I.... .Rn •11ae •m.0 -Ilgp 11 Ile. •HID "let ^6 Bmrl•]I 11.]"-12310 •mo M40 •N➢ -I10.0 ro -II4o •RO MeD [ T. 6IM'7 Bn •f0A Auto •i4o a4.e •r00 mo •mo -coo SN 6VNOCep S451r.a9r NOD AD. •mo -Imo ano -Imt •m0 Al EYIb. on"."". •Wn Amo .m.0 -nao •mo Auto •m0 Algo @ Ym mbnBRa Afi1]-Rove .mD Alon e0o Amo nao Aio.e •mp A- 3$[ aWaC. Guam 6Ye n.611.Ab10 IA511-II510 •WO •m➢ A, -1HI0 •AO •RO -11a0 A1a0 •RO •RO .110.0 AtaB •Ro •AO .1HI0 At. un6ie MSS"-4518 •RA A, •m0 -1160 •RO AIQo •RO -II4o BMv1 IS]n-1]]fe •Rn A, •m0 -11 a0 •ma AIaO •Ke 41. R311-AIRY •AA -1110 •RO AMMO➢ •mI AI40 *Me A10.0 BWNRIp 3151)-1fim • o A. •TN AI40 n4o AIaO •AO -1100 EWII6• A511-e1.e16 •AO A1a0 •Ro -II4o .Re Alno 'Ro -II4o 9bkaoPmM/ 1151]-l.v" •m0 -II4o •WA -If0.0 n4o .11n0 •Ao A1D.0 B bm5he ]¢61]-Y.SIe •RO -tlon .A.O -ItAD non .vies •mo -110.0 bnSVe 1151]-ID.510 n0.o -110D •m.o AIQO 'let -Ilt .RA "'t Onln 60e "H'.11.610 •mA -110.0 •m.0 A110 •]OA Alot .mA A1.0 Qnnm BM1e I'el ... 0.. •. -I1.0 •m0 A110 nnD -110A •Wn AI0.0 Bhla•1 11 N-1].Me •mA Alto meAI00 nno AIo.O •m0 -If0.o TOM .Yf •mA AI10 •me .11. •AD .11. •me -I'go Qbbmene .eie 'Me.111, •AO -110A .m0 AI00EWtleb 11, •Ro.1100O Alae N00 A10o •me -11go 16fe •ROAme •N.0 Aw...e A100 •]0.0 -Ilea e1e •A.0A-m •m.0 -IIOA A0.0 M40 •m0 51 4m. •AOAI0.0 •m.0 -1100 •m0AI4o •]0.0 A100 6Mw1 - •A.0Alon .An A gn n0.o AAO .A1.DY •m0 -IfOabn6L bb . .AO Alen AtBUNK. A.W➢ Af0➢ .mD Me0 n0.o .II4o •RO AAD sue mM -- aDY .mn -not .m.t Moo nno Aunt •mo .1mD "MIN. SASH MEIOHT= VANOOW BUCK HEIGHT -MISS rve. 61a]a 1a nelne lwal J em6an OufaNlm Nplm MNPBIVIrgw' NeiMBMwn BMNelpp RanP ON 0..4n P]�.un le.ml wNeMBV.a\VInn ON Ia 3a 33 )a I f0 If8 ]a1Y] Y no I EauiMe I1.1p1 100 -1100 •10.0 Ala •W.0 A1e. •]n0 -11a0 •]00 -I1n0 •iAe -110.0 •1n0 -110.0 •1 n0.o n1aMaNC0ae0a Hal]-1n1A •m.0 -110.0 •100 -1f0.0 •i0.0 .1f 40 •1n0 -110.0 N00 -1m0 •10.e -110.0 •]4e .110.0 Alle M0.0 3B EOuk41a 11. W3.1A51A Ne.O -110.0 •] 0 -110.0 •10,0 -110.0 •10.0 -110.0 •1a0 -1100 •IO.e el •i0.e -110.0 •] 0 -110.0 flaltlaMPMw 11.Tr-II.N3 •]0.0 -1100 •AO -110.0 •140 -11A0 •lA0 -110.0 •I10 A10.0 N0.0 -110.0 •10.e -110.0 •10.0 -1f0.0 Tallpl A011-J931e N0.0 -1100 •] 0 -1f0.0 •)DO -IIe.O •l00 .110.0 •10.p -t10.0 •]0.0 -110.0 •]0.0 -110.0 •]0.0 A10.0 BnmMGppa 30.m9-U611 •]AO M0.0 •1n0 -110.0 9a0 -ICAO •10.0 .IInO •l00 -110e •]0.0 -1 0 00.0 -f100 ]I.Tv EryYPa 1].at)-YOpm 4n0 -114p • Y -I+aO 111.0 M40 •10.0 -1 .o •mp .110.n • •]OA -1 •m0 .n4o flntlW PlmaW l4ml-ndlo •10e -+m.p -lot •110.0 A. ARO •10.0 -110.0 •]a0 -110.0 A ge •m.0 Aln0 -110.0 •]00 Ale. -Me Alle 0mNa1 11.91-Ifllp Jn93 a+en •rA0 nao -I1n0 n o NAe •rne A10.0 n At nne Atne 41ge •ma •lo -11D0 nAo •100 •m.D -11A0 -nn4 N0.0 •m0 -Itne 9ee •1DA •mo -ID10 a •]Ae •ie.p -W].0 a d TMm Niwnsne m..l-..2 let Ale. •ogo .11n0 aAe -nao NO.e -un0 •lp.D .nno •Tl0 mnp •100 Alto Age -0100 u p.p.Nunpa EwIY. U.m]-m5+e ]a mnzls+e -It •10. Ale. Amt •... •10.0 -me -uae ant an0 -n0.o -tro.t •m0 tat A. -nat •m0 aaa -++nv -un0 .mp •mt nm0 -nno n0.o •m.a .nao amo •te •te -nno -nao pamaerrMn 1).TI-a4efe •m.0 Alle •100 -IIOo •1o.e -110.0 •rao -ItaO Nn0 -n00 •mo Mat We 4100 •mD -nao ONemam 4e1i.1]]ng Ale. .1ce • ge -1 ate Alto •m0 AIAO • ct -I1A0 EOONaI +1 "1�1A51e •RO -Itno •mo -1100 •l0A -+f0.0 •10.0 -It¢0 ae AD a 0 A . •mo I Anti •te. -NJ.O Ttld a1.Et-Jnen • 0 -not ..o -ue.o I ao.0 ARO ao.e -nap N -n 40 IN A at0 Nne 91t •m.0 ec &.maNcovaoe ]e.]"-alma Age -n0.o •]a0 -not -]At 414o Ago .nno neo •m.e TI'A •]op mo.0 •m.0 -+ EwVAa Ye.ni-ffimv nAo -010.0 •iAo -n00 Age -no.o wo.e -nao •rno -n o.o w -nao an0 -1 o nAo n1Ao Y WaNae PrWm IM11.20519 Age AI0.0 •I0.0 AiDO •m0'HeD •]0.0 Mae Ago -n0.o n06 -1f0.0 •W.o -1100 •m0 -11n0 nm84e tApli-1]510 •]ne Afe.e n0.o -Itao Ac. 0 Alle •10.a -1p.o •m.0 -110.0 •1 o MO.o n00 Mo.o om BRe I-tA510 • 10.0 -II4o n ItO.t n0.o -1 n06 -II4o • •110.0 •10.0 -110.0 •10.0 -f -� E Nel Ttlleel 11.T1.1a.a19 ]"n "A31 10.0 •30o Atpd -110A nno n0.o AD, a10.o •let nno A'. A'.. •)0.0 NAe A'aO -1,to •ne •Ina -110.0 a10.0 •m.0 •RO Alo.O .1 Age n0.o am.0 930 Ago •10.6 MOd Sao i O.Maeu1.m a6.]"-n m] •too -t+o.t Al. -uao n0.e A10.a Noo Am0 It .1 •]o.o Alet •10.0 Alle noA MOD ENfP. alas-m51e •]o.o Aloe nvo Alle A.g -+mo •]Ae "let •HO -ne.D •m.0 .nao no.o Am0 nno MOo uaem5a. 2161?4111e •IAo Alle ago AOd vao AD. •rao -nao •mo 410.o •1fle Alan N0.o -++4o n0.o -110.0 fam] Mandell 11.elhmzn •lge -nao Ace 'Hot •R.o -uno •.e Aet •m.. me. •mo Am.. Ato Alto •mA Alegi Dticmaze mM1.111ol •]OD 110.t 'He 'lee •mt -++np •11. -11ae •Re A... Age Mao •]0.0 Ap.O •1.. -11a0 Nnameas 11a11-IU15 ']O. -11. net -11n0 •mt -tlaD -MO -11a0 •AO -nAo •]a0 AI0.0 o. -110➢ n0.o -11n0 emu IILI-+2518 'm0 -,it. •let -11n0 •RO -11e.o At. A. •mI A'e. Ace AAO •mn -110. •He'N. Teee9 ]Itu-11dY •RO -11to •RO -Hee •rP0 -n¢0 •m0 -lae •m0 -111 NAe A110 .AD AIOD N0.0 Ae1] 51mYr9lap. F o ]1.511-]DS11 ]0,31]-a15+a Nn0 Age -11a0 -11t. •RO •mo -11n0 AInO •l0.t •Rt -Itno -If00 •m.0 •RO .n00 -+m.D •1n0 •R0 -11A0 -a0 11AI0.0 •lap •lne -1 Aw .o -No -100.0 Alto Ngo N00 I. Ago, tlm9aMPrMe/ 2.9.2.1. A, Mt0 n60 AHIO nao -II4o N0.0 AD. •R •Tao 110.0 .1.0 Ale Age Ama Nbem9ne 11Ill- ]tole •lat A", A,, A. ngD -110.6 Nat Ai Ate ..... Ato -11A6 •)0.0 -If0.0 •N.0 -1010 NpemeLLe 1I.51]-lOAfe Nat -It¢0 N0.6 11n0 •100 -11n0 •]0.0 -110.0 Ate AM AAO Af 6.0 Age MeD Age -Igo. Ngemene 11.51I-t].Sfp n00 -IteA Nn0 A1Ae •100 -II4o •lA0 -105.0 •10,0 -1021 •]e.0 -f00.6 •}00 -t06.a •)00 -lAl NIem BLLe 1301r-leAil •lot -ltae go .11. nno NAO -10n1 n0.o -0].1 N0.0 a •T0.0 a •lAo -0a.f 911o0ea1 11.Mf. tltl •m0 -1a0.o NO.o Af0.0 •IgoAOa.B •RO a10 I.7Ug -0jll­.Gliulj 170.0 900 N06 -r Tlol 3161111.a14 •100 M00 •)O.o -110.0 •N.0 -110.0 NAO -1f0.0 •]00 -1100 N0.0 -II4o N0.0 A015 •100 110 Cu9om9Re ]5611-J0516 •TOo -tto.o n0.o -II4o V0.0 -110.6 NAO AD n0A •II4o •10.0 -110.0 N0.0 -NI.] •f00 -00.] Eovaun ]A511-]B51p -0no A10.0 •]D.0 -110.0 •mo Al%0 n. Mv.O 0 •]0.0 A10.6 A0.0 AOnf N]5 lMom9W )a111-]Soto Aa0 -110.0 •1D.0 -II4o •]0.0 -1110 A6.0 d10.0 0 AOo Af0.0 •10.0 AOOA •3v.0 gWve PI019e aavtl-J2515 •]AO AInO •m0 -IIOp .me -11no .1n0 AIOD0 •]eA -W9t •10.0 -'c"COYemBVe ]A511-a4515 .)0.0 -tm0 •]0.0 -11p➢ Ace -V .let -f02f N0.0 i6f .1g0 -09.e oQ.51 ]l efe-a0511 •RO AIt. net AIAO •Me Ape .)n0 941 N0.0 81a a N0.0 a1anae V . •m0 -nao Ana Atao .0 N0.0 -IDl.e •10.0 aa>Nt0Nam s" ]SSII-]BStp •m0 -nao •m0 -1100•RB Allt -Me•]a0 • t. An, -020 n 3 •)0.0 .]0.0 al.. -00.1 n0.o n0.o 25.00rao-160m0-I100 9a0 0A0.0 9TA ] •]0.0 40.1 A60 ate • 0 MIN. SAS" f,SHht laaDOW BUCK bnwr "MIN. BASH HEIGHT=WINDOW BUCK HEIGHT NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTAllEO THROUGH THE FRAME. I Z) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3)FORSIZESNOTSHOWN,ROUND UPTOTHENE AVMLEWIDTHORHEIGHFDIMENSIONSHOWN ONTHETABLE. 60.T36.V. p LYNNTfi j * / Ng, 68705 t, ' A",,''ON AL1exx INE] A. Li•IIISERP.E. SASH HEIGHT SEOTION DETAIL FOR (REINFORCEMENIS SHOWN IN FIGURES ASOVE APPLY TO ALL CONFIGURATIONS) -ASS TYPES B THROUGH 16 MAY NOT BE USED WITH 'GI ]CHANNEL OR INTEGRAL PRODUCTREVISEO •FIN FRAMES meemN]+15sMNuu FlolNn DlmalnScax AaTrlmsn W / ErynnNDn OnI B M1timni eda AndeM WWM PRESSURE TABLES J ROSOWSKI Wlc WNG WINDOW INSTALLATION - LM 05/15/15 Scolc mIM: Orenlr4 Na. R.,.. i00 NTS 7 OF 13 MD-SH5500-01 113 0�ao ae�ae ae�a � a�aa e�ae�a��aB O0INN0 0go00000000 �00000©000000n0000000000©00000000000nou0000 �onaonoonn0000uoon0onn000nn000000uo©nuuo0nonnoo0o©© 0000000uuoo0oon0000un000000oo0o0uon00000n00000n0000o0uou0000ouu "FIRE Fin uu000noonnoo0o000000000n0000000oo00 a i0nounonouuu00nouonnno0nonuouuo0oouonnnn0unnoo �nuou0noo00ono0000oo0000000000n000000000000000000000000000000000 o000000n0000onuoo00000000000000000000000000nou0000ounou0o0uoon nun nnnoun0ou0unuun 0000000000000000000000000000 BOB 0000000u0o0oo00000000000000000 � ��000000"no 0�u0ouuonnunnnouuuounnunnunoou0ononnoouounuuoonnuouun0u0nunun0u0u �0000noouo0nuouno00oo0nnouoonnuonoonuonuo0nouoon0on0ouno0unuuunu oro0on000000000000000000000u000Boo0000o000uoo0o0000000000o0o00uoo �000unoo00un000unoo00ouoo0oo00000noouoo00n0000u00nu0000nunoo0uuo �000n0ouoon0000nnnuuoonuouno0unuoonnuu000u0unonnonu0000nuu000nuu 0nouuoonuou00nnnun0nnuoo0nnon00Boou00000uuuo0unuoounnunnnnnuonu noou0ouou0unoo0o0unoo0uo00o00uno0oou00000oou0000uu00000uunnon00o 00non nunuunun0nouuouoonoouuunnuuonnnnou0 0000o00 Ell 00000000000000000000000000000000000000000000000000000© a nuno0o Onuonnnn ano0oo0ooun00o oo000u000nuo00ou0ou0o0non0ou0n0oouI0u00o0uouoo0unnoo0onn0onouuo0u0nouu00u0u0o0u000000000�0uou0oonn000o0o0o0 MUUMUU o "nun o 000u uu0unu0 0 uou00000nounnuo0oo0onuoo00uo0no uu o 0000 o000000n0nn0ou0unn0nn0u0uunn0nu0u0u00o0onu0onoou0nu00oon0n0nu0o0ou0000000ouunu0on0uuouuo0ou0n0un0n0nn0oou0on0nu0o0uuBuu0nu000nuoou0uu00uounn00nu00u00non u000n000 �uoo00o0o00uoo000onoo0�o00000000000o000uu000u000000000000u0uuo00 ��0�0000000000000000000000000000000000000o00oog000000oHumanouuo0oo0 m��ouoo0noo0ouuouuoou0000000000u000uoono0uoo00000u000uoonoouoonoou ���0nn0u00on000uonn �uu0ouoo00oun0o0uu00000u000n00000oo0nuoo0uno0ou0ouo0oo0uu0o0ouuu �00ouoonuuuu0nuuuuouuuuuonuoun0nuuun0uuuu00uuuuunuouuu000unun"nu �oDan u Hall, Bunn unoun u0000onunoIn 0000n000000000u00000oonoonuoo0ounoo0oouonuouoonoo0uounoo0oun000 noun nun" noou0ouoon00uono0uuo00oouoonouunono0oonnonnoonoonon0o0oo0no0non ununuonnun0oolunnuonu nnOn00uonn00o000o0onoo000000ono0000n00uou000000000000u0000unoon on000000uounnuonoonn0000n0000ouuoo0onuo000000noonuoo0onuo00onn ouo0noounununnuonuoon0000no0uuonuounouuo00onoouo0unouuonuounonu uOouoou0ouoo0uou000uouuou0000oo0o0noun000 ouoonn0000nuounonuonnou00000uuonuouu000auuo0oouoonnou00n00uuoo0 Munn" ou0no0 uouunouuounouuou0000unonuunuuuuuuu0uon0uouuo0nuuuno0uuununn ou00oun00000uu0o0u00000uuu000unoo0uunoo0u0oun0oo0uounno0un noonoo0nonn0000000000no0n0nn0oHannnnonon00000n0onnonnonnon0 noouo"Boomnonnoonou0000 oonoon ouoounnoO0000uuou 0nnoouonuouu0nuoon0000u0ouuo0uonuonuoonoo0o0nonnouuoBoom oun onuuunou "Boom 0 o0000oo0000n0000�no0u0000000000o0000000u00o0o00000000 0onounu000uonou0o0no00*11 uuuoaouo uu0oun000nunnuouuun 0000000000000 onu0000000uonu0uu0nn0000nnun oo0nouu00ounnonuoonunuonuouuuuunouuuuounu noonRUB no0unnnuono o o0n0ouu0000n00000n0u000nuoun Hu0000000u0000uun0oounuo n u00000u0o0uuuoounoon ounoo0000onon0on oo nunono0 SEE TABLE A, SHEET 5FVK MEBIUN PHeDWK[6-.c wino I...- -- -- MIN. SASH HEIGHT= W NDOW BUCK HEIGHT -W.135 NOTES: H USE THEABOVE ANCHOR QUANTITIES REQUIRED.........' TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE ABOVE MfAX. ANCHOR O.C. SPACING ......... - TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE SUCK. -MR-- MEETING FAIL, C) FOR SIZES NOT SHOWN. ROUND UP TO THE NEKTAVAIIFBLE WOW OR HEIGHT DIMENSION SHOWN ON THETABLE. 5) REFER TO TABLES 2 63. SHEET 2 FOR ANCHORGROUP DESCRIPTIONS. * ,•//'' N0.58705 9 T,( V Oq. S ATE O ((A : ' 'SS'IONAL�JEN, A. LTNI1r IM 61. M...A�rD.c.eP.rMo ror aoe aA,or -Inrt2mlm-In.nMuen PRODUCT REVISED u covgdTYv MUv M.A. .0dW coae Meer,= oo�� Emi., Dv4 Q , $/n a I ANCHOR QUANTITY TABLE I J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 1 05/15/15 1 NTS 1 8 OF 13 w 00000 o01001109 go go go no no SIMON ©�i'9 ��0000000DooDDODDODooDDODDo �oimnuum 000000DD0000DDODDODD0000000D00000DDODDoO0000000DDDODDODD0000DD noDOD00000000DDDDDDDDD0O0noO000000o0000D0o ooDDODDDDooDDDODODDOODODODDDDDODDDODDDODODDDDODUDODODDDD ooDDonDODDD000DD n00oDOD00DD00000no000 00000DDDODDODDODDODo 1 ..DDODDDDDODDD©©DDDDDDDDp "- � m �oo>a000000000000000 ��on p � C4'[7�DDODDooanDDDDODDDDDDDDDODDODDODODDDODODDD0000DDooDDDDDDooDDDDDo mDODODODo0ooD0oDODDODD00DDoo0o0DODODDDOD000 i. � O�DDODDOEN 0ID0Do00oD000000o0ODD0000DDo0ooD0000Do00000OD mD1DDDDDDDDD"DDDDDDDDUD0DD �EVi�':iIDDDODDODDDDDDODDDDDODDDDODDODDDDDDDDDDDDDODDDO < NEI�DooDD000DDODooDDODDDDDooDooDDDDDDDDDDD0000D0000000DDODDODDODDOD D � o p � om�00000o00o000000000o000000000DD �DDD000DDDoODDDDODDDDo �DDOODOD0000DDDUODDDDD©DDDDODDDUDDODDDDDDDD �0Doo00DDD000DDD000DDFDlI©DDDDDDooDDDDooDDDDDo �00Dno000Do0on �onD �00D0onn00DRUD00o000DDBBEDENDD00D0D000DD00 �onooDooD000D �,oDDDo �000D00oD0BUD" �D00000DDD000DDDODDOD00000goDDDooDDDDODD000000000DDD0000000DDODD IaDDooaooDDoonDD"nouno"DDoo oon00000000n0000D00000000nn0000©00000nooDo�oononoo©oo°Doou00000n DDDDD000DDDoo"DDDODDDDDODDODODDDDDDDDDDDDo ononononnn©onnnn©nnnonnonnoonnnnn�ionn"OWNHoman©onnnnnoonnnoounn ooDDDDODDDDDDDDODD DDDODODDDDODDDDODODDD oo013 DDDooODODDoDDDDoo12 DDDoomDUD"onDDDDDDDD" 0oDD0DDODDo0DDD0D00o DDODDODDDFlaull 000DD000DD"on DDODODDDDD ononn000©0000000©noononoonoonoonnAD©nonunnnnnon000nn0000n00000no DDDDODODDDDOODD nnnonnnn©nnnnonnnn©nn©Dnnnnno©nonnoo13n000nDoo©n DDDU000nDaaDDDDDODDDRODODDonnDDDDDODoonDoon000000DDDDDDDDnDD000 oODooD0oD DDDDDODOD 0000000©©o©nonoo©oonno©oonoonno©no©©n©©"0000©on000©©uu©o©no©nnun 000000DDD00000DDDnoDB000000nDooDDDD0000000000000DDDODDDDDODDODD nun UK113DDoDDDDDDODDDDDDODDODDDDDDDDDDDDDDo no" 0000000000000©D00000000D00000©©0000000000000©00000OiD70000D DDDDonDDDDDDDDD UDDD DDun IBM noun HBO 00000DDDDDo00DDOD00oDBUSHDD0000D000D0DODD000DD0000DDD0 DDDDDDDD ODDODD',oDo DDDODDDDo 0Doo00D0 DDHula DUDonDDonnDDDUna" 000Doo0 00000DD©0oDD0DDDDDD000DD000DOD00DDDDDDDDDDD000ooD D0DOD0 DOODDD Ono 0o000000000000000000000 HBO ODDDDODHUDDDDDDDUDDDD oDDODoanDooDDDUDDDDDD ooDDDDDDDDDDDDDDDDDDD 0DOD13UODDUDnoDonDo0DOD DDDDDDDDDDDODDDDODDDD00DDDODDDDODDDDDDDDDD ool DDDDDDDD000DDonODooDDODDDDDDn000DDDDHUDDOD Ban aDDoonDoo nun Oman nn00000DDDDDODDODDDoo "nun D0000D0000000D000DDo DODDDOD000DODUooDODD nun enDonDDDDDUODUDO DDBaia DBan OHan Dnun oDDDDODDOUooDDDO BaDDUDononoono 00000DDD000000000000000000000000DDooD D0D00000n000oD0 DDDDDDDD 000000o0000DD000DD0oDODD000O00D000D Ban 0DDDUD00oDD DODDOD000DOD Fin DDDHunts ODDooDDD000DDDDDODDODDooDDDDOD DDDDDooDooDDDDDDDDDDDODoon Bonn in nnDDDoDoo"DDDooDDODDDoo 00000000000000©00000 DODDDDDDDDDDDDDD©000 DODDooDDDDDDDDDDDDDD �l0000anonDDDDD0000000 DODDo"DEN oDDDDDODDDDDDDDDDDDDD oDD000D00oDDD 0oD000ooDooDDDDODDODD DODDooDODDDODOD oD00000DDDooDDDooDODo o00000000DDDDODooDODD 000000DDDDDDDDDDODDDD 0000DDODDODDUDDODDODD 00oDD00o00D0oo0o00o00 oDDDOODODDDDDODDDDDOD Dan D0000DD00D00oDo000oD0 DooDDOD00DODDD00DDUD0 ooDDDDDDDDDDDDDDDDDDD Dun Ron Ron DDODDDODDDDDODDODD UDODDDDDDDDooDDoo DDD00D00000000D00 "BUR DDDDDDDDDDDDODD oonnoo onDDD000DDD "noun oDDOD oonnn ODD SEE TABLES 5SBSHEETB FUR uGBlury n<ca5unes Horn wirvm rno ino�c. "MIN. SASH HEIGHT- WINDOW BUCK HEIGHT- 50.136 NOTES: 1)USE THEABOVE ANCHOR OUANVTIES REOWREO.......... ' TABLE FOR ANCHORS INSTALLEDTHROUGH THE FRAME. 2)USE THE ABOVE' ..ANCHOR O.C. SPACING .......... . TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK. W-- MEETING RAIL 4)FORSIZESNOTSHOWN.ROUND UPTOTHENE AVAIIABLEWIDTHORHEIGHTDIMFSISIONSHOWNONTHETABLE. 5) REFERTOTASLES 2 63. SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS * .- NO. 58705 A. Wp.AnNw O.C.5paWO bi � lnhpnlFN'Msbbhm PRODUCTHEVISED ocnmMYLg xiiA Ux FluiSe mla®e c >: A«=PNntb No I%•OIniO ��C�� BHrinlM Uae—�(-uru__ b.2TY.Y1 10T0TECHNOLOGYDRIVE ANCHOR QUANTITY TABLE J ROSOWSKI N.VENICIE FL342T9 Wle: (B41Hwixxi I Due: SINGLE HUNG WINDOW INSTALLATION - LM 105116115 IWOe0GOA1i iVTPG91R5=L'G $eries/YSwig: 7 70 ' Rem SH-5500 NTS 9 OF 13 MD-SH5500-01 B .625' aSOB' IABY ,FGNPNNEIFRAM� 62V OHEADIJFMB r nenui�wxo SAW D62' 2.44d' ��0.001 f .615' JLHANNEL .625' T 1.315' OFRAAESILL r 3AN' �I OFLANGE FRAME SILL _ .062" �� .063" Tuft, � �JL� I t� �t—rr3"�^^ �I 1.403' .0)0' II - r�.060' -1. 1.1&' o O�IIII .)15" .BI(F 6 .OiO' FIN FRAME EQUAL LEGG FRAME -�I t1B5' r� TI\\�IlllllUllllfff(r- �150' TLC' HD SASH HFADIJAMB HEADIJAIB 23 REINFOLIGHTRCEMENT I Z5 REINFORCEMENT 3.483' 3.40T �{ J_ 07T .06T �7}' 1.036^ 1.041' .062'LF .TB1• 1 2444• STANDARD HD MEETING MIL 20 MESETING RPJL 2) REINFORCEMENT REINFORCEMENT EI QQ � REINFOO RCEMENT I OFIN FRAME EQUALLED SILL FRAME SILL j T + 1.215^ Low. i �{ sie^ .oss• 1 .Bes• al n'�5 .B]4• i1 I .WS' 1.60' FIXED h"' ASH � � AASHHIST"""OPI 14 MEETINORAIL 10 SASH RAIL BALANCE COV(EFt 10 SCREWCOVER .59— 2 .050' 2.1LFT >0' A]1• 1� Co. 1JT 590. t9 INTERLOCK 20 IINIFRLIOCNCOVER I21 NTEPLOCN 23 BNTERLOCNCOVER ice... .316' IIJi- J54' .]50' * No, 58709 .035' -+{�} .026' -yam-} -'9 V\�2 L�OG WIND Orvwn 6y: OLAMI IG EKTRUOED ROLLED 'A0T `., ^� FI �":' 4)�: N. VENCE. FL=75DRIVE WINDOW EXTRUSIONS J ROSOWSKI BEADING 00 SCREEN FRAME 01 SCREENFRAME i. lCs4''F60RIOP�CN'�: (041}4 IS00 B6e1 fib: ,IVA EN�.` oRiema SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 'Illllll l\1\1\ pmpag\ryry,Wp 5dlea/MeJel: Scah SMeC Meylip He. Rm. A.tvrvxmuErL P.E MLRiFAUTH.0192 SH-5500 NTS 11 OF 13 MD-SH5500-01 B P.Etl 50)05 CERT.OFAURI. B2B28B Bill of Material I Bill of Material, cont. # Pan Description Material # pal Description Material 620101 Single Hung Frame eatl am nne P C —4T 720197Auto Lock Mechanism C Steel 2 620102 Single Hung Frame Head 8 Jambs - Flange PVC 46 720+3889 Sweep Lack Cast Lne 3 6201 33 Single Hung Frame Head B Jambs - Fin PVC 47 72018588 Auto Lock Cover Assembly Cast Zinc 4 820106 SI(gle Hung Frame Head 8 Jamb -Equal Leg/Box PVC 4B 76XI18OPTX 96 x 1-1/8' Ph. FH SDS (Auto and Sweep Lock Screw) SS 5 620105 SWDH Frame Sill - JChannel PVC 49 72020D Auto Sk Keeper Cast Lne 6 6201DO SWDH Fame Shl-Flange PVC 50 776 PPA f8x3/4"PH. PHSDS(KeeperScrew) SS 7 620107 SWDH Fame Sill -Fin PVC 61 420181 LIR Beveled Tig Latch Comer Key PVC. B 620108 SHIDH Frame Sill - Equal Leg/BOX PVC 62 420182L/R Pull Rail Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #B x 3/4' Ph. FH BIDS (Comer Key Screw) SS 18 620129 Sash Rall (Sdea, Top a Bottom) PVC 54 420183 Till Latch PVC 17 820134 loalance Cover PVC 55 420184 Till Latch Retainer PVC 18 620133 Sash Stop/Sclew Cover PVC 56 720207 l' Till Latch Spring SS I 19 620156 Pull Rail Interlock WKST6 AI 57 420186 Plastic Tilt Latch Finger Pull PVC 20 620144 PMI Rail Interlock Cover PVC 58 720792 Metal Till Latch Finger Pull Cast Lnc 21 620157 Beveled Interlock 6005 T6 At 59 420180 Piwt Bar Comer Key PVC 22 820145 Beveled Interlock Cover PVC BO Y2 M Pivot Bar SS 23 620150 Light Sash Remkircement 6063TBA1 63 720191 Sash Pull Handle Cast Zinc 25 620152 HD Sash Reinfomement 60B3T6 Al 64 7201 44 Sash Pull Handle With Latch Assembly Cast Zinc 26 6201M Standard Meeting Rail Reinforcement 6005 TS Al 65 7839FPT #8 x 3/4' Ph. FH SDS (PMI Hartle Screw) SS 27 620154 HD Meeting Rail Reinforcement 6005 T5 AI fib 420188 Bottom Latch Strike Plate Cast Zinc 30 61644 Weatherstrip, .ler x 270' Fin Pile 67 1 778588 #8 x 5/8' PR FH SMS (Sdke Plate Screw) SS I 31 Westherslrip,.190' x.300' Foam Bulb Flex PVC 72 7201M LamI I.G. Bead PVC 1 32 67719 VIM Weatheadp,.187-X.220'PolyPlle 74 Backbedding, GE 7700 or Dow 791 Silicorre 33 61825 Weatherstrip Plug, .220` Flnseal 75 71646N Selling Block 7/B" x 1' x 1/8" , 85 H- 5 WID. EPDM I 35 7BXiMTTT q8 x 1` Ph. PH SDS (Interlock Meun6ng Screwi BO 81072 Ezlatled Screen Fame Alum 36 78iOTHPX pox 3' Ph. PH SMS (Meeting Roll Screw) 410 SS 87 87071 ROII-Formed Screen Fame Alum ! 3] 716695P Meeting Rail Screw Suppon Plata 6063 T6 AI 62 7CKGL121 Screen Comer Key for Exhutled Fame %4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Rim %2 PVC 40 72m0000( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X2 PVC 41 #8 x W4- Ph. FH SMS (Con. Farce Balance Screw) SS 65 7CASPM Tension Spring SS 42 SIAM Balance 88 81818C48 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe 1 Nylon 87 81635/61614 .1417 Screen Spline (Maohine/Hand Rolled) Vinyl 44 78X114FPAX f8 X 1-1/4- Ph. FH EMS (Spiral Balance Screw) I 41(lSS Pill Description Material 76 Kommeriing 4SG TPS Spacer System 77 Duanex Super Spacer nXf with Hot Melt Butyl See this Sheet for 78 Guanex Dumseal Spacer Materials 79 Cardinal )d Edge Spacer NOTES: 1) PVC BY ENEROI WINDOW AND DOOR PROFILES. LTD.,TO BE LABELED FORANuAEXTRUDER CODE. 2) ITEMS # 9-13.15, 24, 20, 29, 34, 39, 61, 62.6671, 673 ARE NOTUSED AND ARE NOT PARTOF THIS APPROVAL. SILICONE HOT-MELTBUTYL STRUCTURAL STRUCTURAL SILICONE 1W NOM. FOAM 3I16'NOM. DLYISOBUTYLENE WITH WRM DESICCANT DESICCANT EXT.GLASS EXT. GLASS INT. GLASS INT. GLASS 7B KODISPACE a SUPER 4SG TIPS SPACERuNXT" EX1 8DURASEAL@ 1B XL EDGET'a SPACER &SPACER 1 RODUCTRBVISED emplyi,ewllM1 4+FIorkla Bwldinx CCMe A.. ft.ro 17-0h3o.og I111111 ,,"ow( ow( LYNN .......... ny B g LICENSE'. v4e Plo3ud * : No. 58705 =A �(};`C_+a7DTEDNNa.GBY RIVE BILL OF MATERIAL(BOM) JROSOWSKI STATEOf (VU'� N. VF1110E, FL 34275 Cab: � F(Og10P,.�' �: (s4+Neo-+eo9 SINGLE HUNG WINDOW INSTALLATION -LM 05/15(15 /',, ZONAL ENGvvL �x'v. q.r p IIII IILI� NLRTi118aE41Nm s rt../u.e a s.olN SH-5500 NTS v120F13w MD- SH500-01A.LYNMILLER.PE. B P.Ef 5070.5 CErLT.OF AURL #29208 OPT. RILL RAIL INTERLOCK & COVER MITERED FRAME WITH FRAME ASSEMBLY DETAILS EXTERIOR NOTES: 61 1) SOME PARTSIOPTIONS NOTSHOWN ON DRAWING FOR CLARITY. 2)J-0 ANNELFRAME SHOWN. PART891& 5. OTHER FRAMETYPESAPPLY. 3) FOR REINFORCEMENTTYPES. SEE DETAILS ON SHEETS 0 A T. <) USE EITHER BASH TOP LOCKSOR SASH BOTTOM LOCKS. * : NO. 58205 OPT. SWEEP LOCK , -r,Ni 10". AUTO LOCK OPT. BEVELED INTERLOI &COVER SASH ASSEMBLY DETAILS EXTERIOR 0 MITERED FRAME WITH Qo?O II iWUTECHNOLOGYbRIVE EXPLODED ASSEMBLY JROSOWSKI N. VENICE. FL .275 (BO1N15o.l. nlle: �1e' 1O�y SINGLE HUNG WINDOW IN STALLATION-LM 05/15/15 �°�' a�f•� Shea/MotlM smh CERT.OFAUlH. C dvelrq No. Rev .W25288 SReeSH-5500 NTS 13 OF 13 MD-SH5500-01 I B M IAM IIADE MIAMI-DADS COUNTY s PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) I1805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NO-11C E OXAACCEPTANCE (NOA) w .miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 znamrer, the -manufacturer will incur the expense of -such testing and -the AIU 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 i JESCRIPTION: Series "PW-5520 Vinyl" PVC Fixed Window—L.M.T. i APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, with revision B dated 06/06/17, 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 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause. for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -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 NOAN 16-0629.12 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0614.09 Expiration Date: April 30, 2020 Approval Date: October 26, 2017 (alr7117 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA A'o. 14-0930.25) 2. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets i through 11 of 11, dated 09/09/14, .with revision B dated 06/06/17, 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-g*s-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 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis Ortega, P.E. (Submitted under previous NOA No.16-0629.12) 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 under NOA No. 14-0930.25) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5111 - - Edition (2014), dated 09/18/14 and 04/07/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted underNOA No.14-0930.25) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel P ez .E. Product Control xa Diner NOA No. 1 - 614.09 Expiration Date: April 30, 2020 Approval Date: October 26, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No_ 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. - -. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, --Inc.-for their `-`Bronze and Lighter Shades-of-C-ap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. ' F. STATEMENTS -1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC 6th Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no fmancial interest, dated June 9, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted underNOANo. 14-0930.25) 4. 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.16-0629.12) G. OTHERS -. — - 1. Notice of Acceptance No. 16-0629.12, issued to PGT Industries, Inc. for their Series "PW-5520 Vinyl" PVC Fixed Window - L.M.I. approved on 08/04/16 and expiring on 04/30/20. Manuel a ez, P.E. Product Contr " aminer NOA No. 7-0614.09 Expiration Date: April 30, 2020 Approval Date: October 26, 2017 E-2 GENERAL NOTES: SERIES 5520 1• IMPACT RESISTANT VINYL FIXED WINDOW IT) THE FLORIDA BUILD IN CODE, INCLUDING THE HIGH VELOCITY HURR CANE ZONE (HVHZ) OF THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE ' 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD B, SEE UTE(CAP) MUSTTEMPERED. - SHEETS 3) FOR MASONRY APPLICATIONS IN MIAMI-RAGE COUNTY, USE ONLY MIAMI-OADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE I SOUTHERN PINE, ASTM ON CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHORTYPE 4) ALL WOOD BUCKS LESS THAN I-IW THICK ARE TO BE CONSIDERED IX INSTALLATIONS. f 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2J(ARE I.IP' THICK OR GREATER. IXAND 2X BUMS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF ME ENGINEER, (EOR)OR A ARCHITECT OF RECORD, (AORL 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 SEALINGNI-ASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS ANO IS BEYOND THE MAX.O.C. SCOPE OF THESE INSTRUCTIONS, SEE TABLES 413 0) MAX. 1/4' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY ME WINDOW. g T) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCUE TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE MST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, AEG. MAX, BUCK WIDTH SEE TABLES 4-13 _ (SHORT OR LONG SIDE)) tI�- F MAX, O.C. SEE TABLES 413 0'M4%. D, SEE- � SHEET4 T VISIBLE - _ UGHTWIDTH MAX. BUCK HEIGHT, SEE .—_ _— r -- T(WNGOR3 SHORT SIDE) VISIBLE LIGHT A, SEE C HEIGHT SHEETS / 1 MAX. O.C. -}T SEE J TABLES 49 D f TYP. EQUAL-LEG/BOX & FLANGE FRAME (90°CORNERS) I --- IMPACT RATING DESIGN PRESSURE RATING LARGE&SMALL MISSILE IMPACT RESISTANT VARIES PER GLASS TYPE, SEE TABLES 4.13, SHEETS 610 BUCK WIDTH SEETABLES 4-9 _ (SHORT OR LONG SIDE) h— MAX.O.C.SEETABLES49 _ VISIBLE LIGHT WIDTH VISIBLE LIGHT HEIGHT / I — TYP. INTEGRAL FIN & J-CHANNEL FRAME (90°CORNERS) (ANCHORED THROUGH NAIL FIN) B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINOLOAOS B' MAX. CORRESPONDING TO THE REQUIRED DESIGN PRESSURE, THE 33-fO%STRESS INCREASE HAS NOT BEEN USED IN THE DE5IGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR MAX.00 MAX. O.C. WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO BEE TABLES CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE I TABLE', FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. / 4 13 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER j\I MAX. OC. CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING SEE TABLES JURISDICTION. 41310) REFERENCES: TEST REPORTS M-7897: ELCO ULTRADN NON ELOO CRETEFLEX NON ELOOMLIGHGATOR NON OF CAP C ONTEDPMO DOOR PROFILES. LTD WHITE & MAX. BUCK SPONZICATIO EFOR M SOF CATRUCTEOPVNSIZAF AINDS&SION A'LMINUMDI IGN N _ HEIBLES Eg SPECIFICATION FOR W000 CONSTRUCTION, ANSVAF&PANOS &ALUMINUM DESIGN MANUAL TABLES 49 11)'PVB' =.0W TROSIFOLO PVB BY KURMW AMERICA, INC. 'SG' ..ON' SENTRYGLAS 0 INTERLAYER BY KURARAYAMERICA INC. JCHANNEL............ ... ......... 4 CODE (FBC),M WIDE(FBC), 5TH VISIBLE WIDTH (LONG OR SHORT SIDE) LLIGHT VMAX. III' � 6' Mo. 1.25' 1 -- SSEE TABLES 413 L MAX. MAX. BUCK WIDTH SEE TABLES 413 3 TION (SHORT OR LONG SIDE) TION TYP. EQUAL-LEG/BOX & •ASTM E1300L9 FLANGE FRAME (CURVED •ANSVAF&PA NOS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL,ADNL2015 ORANGLED CORNERS) •AISI S10G12 •AISC360-10 VISIBLE LIGHT HEIGHT / VISIBLE LIGHT WIDTH MAX. O.C. SEETABLES 4.9 _ MAX. BUCK WIDTH SEE TABLES 4.9 _ (SHORT OR LONG SIDE) TYP. INTEGRAL FIN & J-CHANNEL FRAME (CURVED OR ANGLED CORNERS). (ANCHORED THROUGH NAIL FIN) iFiiLL1:11 C. SEE SHEET4 MAX. BUCK HEIGHT.SEE TABLE84.9 (LONG OR SHORTSIOE) I— 1.2VMAX. 1L MAX O.C. .— SEE MAX, BUCK HEIGHT,SSE TABLES49 (LONGOR SHORT SIDE) JR-0SW17-UPDATED E ANCHORAGE TO FBC 2017. ey V N m n � m O S rSF 0 � 8m } 0 gy55 Om N N 2 O s �•aD z m e ¢ L) 2 E �o m z4 � � o Z DI O Z F W O W ® 0 I.aays W z N Q W Z ai o X ¢ o S (w9 a llo. 68105 AAYNN MILLER, P.E. REA 587m u B Group Anchor Substrate Min. Edge Distance Min. Embedment q H10 SMS (steel, 1841 S.S. a410 S.S.) out em ne (SG=0.55) 7/1 e° Sud, 318' 0,050' A6 3 G Sled 5111d, A6533-T 33' 318_" 60450GB) 8063-T= WW &e" 5T 3/18'Meet Urnecan SoUtheum, P.T. Souihem Pine (SO=0.55) 7/16° 1A 8` 13I8" (WWIele(min. 2.85 ks0 1' 1318' Ungmuled CMU, (ASTM C-90) 2-1/2' 1-1/4" B gig EMS (steel, 18-8 S.S. a 4105.5.) P.T. Southern Pine (SG=0.55) 9116, 13 8' Steel, A38' Wm 0.050' Steel Stud, A653 Gr. 33' 3/8' 0.0451•(18 Ga.) Aluminum, 8063-T5• 3/8' 0. 667 1/4` steel Uluacon T.T. Southem Pine (SG=0.55) 1` - 13/8` 1/4' steel Cretellex P.T. Samhem Pine (SG=0.55) 1' 1-/8' 1/4' Steel A nkG.10T P.T. 318' C 1/4. Steel Ulimcan eels (min. 2.85 kal) 7" 1.3/4' UnBro 1/4'see retege, Conctele(min. 3.35 ksi) V 1-3/4" V4' Steel Ulirecon Concrete (min. 2.65 kap 2-1w 1.3/4' D 1/4'sleel CreteAex Concrete min. 3.35 ksl) 2-1/2" 1 4' UrlMoDied CMU, (ASTM G-90) 2-117 1-1/4' Conolete min. 3,275 ks1 1-1/2' 7318' 1/4' steel ABgre-Gator GroulM CMU, (ASTM C90) 2' 2' Group Substrate 9ubetra MT. Edo. Oidanne 1 MID. Embedment' E 2412' X .131- C4mman FM P.T. Semhem Ples (SG=.55) 3'6` 122118` 2-11T Rilgshank Roofing Nall P.T, Soma. Pine (SG-.55) 31B° 2-1/10' F ' 01D Tneeheed EMS (steel, l" S.S. a4108G.) P.T. Soullern Pins (SG=.%) 1/7 7J18' Aluminum, 0083-W 3/8' Ql6 Sleel'Stud, Gr.33' TV 0.0451 ((10 Ga.) Steel, A36' YB' 0.050° p12SMS (steel, I" S.S. or410 S.S.) P.T. Sculhem Pi. (SG-.55) 9116, 1.318° - Aluninum, 6063T5° ala. (Low Sled $IOU, Gr. 33' 318. 0.050' Steel, A38' &a. 0.050' 'A'=ANNEALED 'H'= HEAT STRENGTHENED T-TEMPERED 'P VB' a .080' TROSIFOL PVB BY KURARAY AMERICA. INC. °SG'=.OW'SENTRYGLASO INTERLAYER BY KURARAY AMERIDA, INC. 'GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL • FIN FRAMES. ' MIN. OF 3THREADS BEYOND THE METAL SUBSTRATE. 'UNGROUiEO CMU' VALUES MAYBE USED FOR GROUTED CMU APPLICATIONS. WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW. a BOX OR Q EQUAL Q FLANGE LEG JCHANNfI Q FIINFEGRAL g N ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED, COMMON EXAMPLES SHOWN. INSCRIBE THE SHAPE IN ABLOCK (SEE EXAMPLES BELOW), AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13, SHEETS &10. LONG LONG LONG ' SHORT SIDE I-- SIDE - SIOE Tom- SIDE I� oa a�1111 II �w l 9 LONG LONG LONG LONG LONG 0 SIDE — I` SIDE I� stDE — SIDE —I I— BIDE r--- it L—__ r— _I C/)� 10 I II T TIle� T21 ww1 I w 11 1 1L— 1 - MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. Means Mn. FT I Mh. F. Sled W. 0 W 1Ba S. 5 ksi 410&. 10"1 Eko w0elaib MI Elco VIVeGme 7MI 3Q7.4kMISR7�i 410 SS EJco GteRd49 97FSi55F1T5AWW0. 2ksiAte Sled OMOr. 3l G1e98Nd 5ksl 1070TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-16000-1600 712.2% COPYWGm02011 PGTINOUSTRIES,INC CERT.IOF ALL RIGHTS RESEm'EO VINYL FIXED WINDOW NCA(LMBSM) `89/9/14 GLASS/ANCHORS/FRAME OPTIONS 1,241JROSOWSKI PW-5520 NTS A 20F 11 z° MD-5520A B 1N )1lnulgpr ` aNY LYNN,Ni kCE * i No. 58705 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 EMBEDMENT ANCHORED THROUGH EDGE DISTANCE I —. FRAME INTO 2X WOOD L FRAME 00. BUCNSTRIP. SEE NOTE 2. THIS SHEET. EDGE - O EMBEDMENT p"TANCE -,, FLANGE FRAME IT Jy—.Jy_ .����j�$ SHOWN _ f BUCK VISIBLE HEIGHT UGHT HEIGHT a R EQUAL- LEGIBOX FRAME SHOWN 7/WTHICKI.O. I-TUCKI.O. INSTALLATION OPTION 2 ANCHOREDTHROUGH FRAMEDIRECTLYINTO VERTICAL SECTION B-B CONCRETF/OMU. INSTALLATION OPTION 2 ANCHOREDTHROUGHFRAME DIRECTLY INTO CONCRETEICMU _ 1WMAX. SHIM ' TYP. ANCHOR TYPE. L1/4'MAX. I� EMBEOMENTANDEDGE SHIM DISTANCE PER TYP.ANCHOA TYPE SUBSTRATE. •• EMBEUMENTAND SEETABLE2,SHEET2. •� EDGE DISTANCE PER SUBSTRATE,SE TABLE2. FLANGE EXLEMDR I FRAME 11.. NOTES: SHOWN -+ V 1) USE ONLY SUBSTRATE-APPROPRWTE ANCHORS LISTED ON TABLE 2. SHEET 2. FOLLOW EMBEDMENT H AND EDGE DISTANCE LIWIS. MY INSTALLATION — OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. DADE APPROVED MULLION, 2) MASONRY ANCHORS MAY BE USED IWO WOOD AS MAY BE VERTICAL OR NO PER TABLE 2. SHEET 2. ALL WOOD BUCKS LESS THAN 114-MAX JAW THICKARETO BE CONSIDERED IX INSTALLATIONS. IX WOOD SUCKS ARE OPTIONALIF SHIM UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.WOOD BUCKS DEPICTED AS 2XARE MWTHICK OR GREATER. IXANO 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TOTHE 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 DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. FLANGE FRAME SHOWN TYP.ANCHORTYPE, EMBEDMENT AND C=0 EDGE DISTANCE PER INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2, THIS SHEET. EMBEDMENT 114'MAX.SHIM '_I d SHIM "II EDGE Q DISTANCE • LG. ENTAN PE. �� EMBE EMBEO EDGE DISTANCE PER DISTAN IE .lulcRlr. I��n i___ TABU 2. SHEET TABLE 2, SHEET 2. VISIBLE LIGHT WIDTH EQUAL-, LEDIBOX — BUCK DTH — FRAME SHOWN 'ONTAL SECTION A -A 7MPL W M ALU M IMIMSTEEL FRAMINO OR STEEL MD 010 OR 012STEEL - SMS(G5). SEE - TABLE 2. SHEET 2. SUBSTRATE. SEE INSTALLATION TABLE2,SHEET2. OPTION ANCHOREDTIROUGHFRAMEINTOMETAL —114• MAX. SHIM F 1 VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH -4-311B- HEIGHT: BUCK HEIGHT-4 11(I' EDGE DISTANCE 1w MA). SNOA EQUAL FRAME s11awN EXTERIOR D o v INSTALLATION OPTION 4 ?'11AITH -�,—��A—N�NCHHJ��jORREED THROUGH FRAME INTO METAL J 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1800 ®COMIGWV2017 PGTMDUSTME$ING.N202S0 ALLMD.RESERVED VINYL FIXED WINDOW NOA (LM&SM) g 9/9/14 FLANGE & EQUAL-LEGA30X FRAMES Sm J ROSOWSKI PW-5520 L NTS r 3OF11 Xz° MD-5520.0 & B ,' No. W705 PE P INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION INSTALLATION I/4'MAX'SHIM — EMBEDMENT OPTION 6 ANCHORED THROUGH FRAMEINT02XWOOD OPTION 5 ANCHORED THROUGH IR BUCKSTIP —� INTO IP. I� 114'MA%. SHIM - Imo— EDGE DISTANCE INSTALLATION OPTION 5 ANCHORED THROUGH THISME FRAME SEE NOTEOD SEE SEE NOTE 2, THIS SHEET. SHEET.. INTEGRAL FIN INTO 2X WOOD r EMBEDMENT T- O 2BUCKSTRIP. NOTE 2, THIS SHEET, FRAME OR. SHEE SEE - MIS NOTE 2, THIS SHEET. EDGE 1 3 EDGE DISTANCE DISTANCE JCHANNEL FRAME 1 u B Q SHOWN .l EMBEDMENT 1 T} `1l4'MAX SHIM TYP. ANCHOR TYPE, PINO FE �Q 1—� 1'THICK I.6. DD I DIVANNT PE, EDGE DISTANCE PER TYP. AN ER O b 1�I ENT AN SUBSTRATE, SEE EMBEDME PER SUBSTRATE. SEETACEPEBSEV2, YE,' TABLE $ SHEET 2. SEE TABLE 3, SHEET 2, (SCREW SHOWN) TNT FIN FIN TYP. ANCHORTYPE, EMBEDMENT AND EDGE I—J y 5I (NAIL SHOWN) ❑ �-- il3'THICK LG. 0 FRAME DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. J-CHANNEL EXTERIOR VISIBLE LIGHT WIDTH --�I 7 SHOWN (NAIL SHOWN) FRAME TIB'THICKI.G. NOTES: SHOWN BUCK IDTH 1) USE ONLY SUBSTRATE -APPROPRIATE HORIZONTA SECTION C-C ANCHORS LISTED ON TABLES 2 S 3, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION, FBC COMPLIANTALUMINUMSIEEL FRAMING OR STEEL STUD. BE USED ON ANY SIDE OF WE WINDOW. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES TABLES 263 SHEET 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2. SHEET 2. ALL WOOD BUCKS LESS VISIBLE THAN 1-IQ THICK ARE TO BE CONSIDERED IX BUCK LIGHT INSTALLATIONS. IX WOOD BUCKS ME OPTIONAL HEIGHT HEIGHT IF UNIT ISCSTDEPICEDAS �--1/4'MAX SHIM #100R#12G5),SEEL L,� _ 114'MAX. KAREI-IW THIE. MOD BUCKS DEPICTEDSUCKS(EENUTICK I 1 SHIM IX TX BUCKSLY GREATERLL TAB(ES2SEE TABLES PROWBVI C] RSm TRANSFER SHALL BE DESIGNED TO PROPERLY TRANSFER SHALL BE DESIGNED � SHEET2. � voumWYmB wily We FlarMt LOAOSTO THE STRUCTURE. MOD BUCK DESIGN i ➢uddmMCI,& AND INSTALLATION IS THE RESPONSIBILITY OF y Aolepl, mNP/ .070t71 ' THE ENGINEER OR ARCHITECT OF RECORD. Evpimu n❑ie 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS �Q Q Dy rji; Dade p.,C I-WICKI.G. MEASURED FROM SEADINGTO BEADING. - FIN ANOIOR NO CHANGES THIS SHEET. FLANGE MY BE REMOVED IN -FIELD INTEGRAL FIN EXTERIOR e - - O TYP. ANCHOR TYPE, EMBEDMENT FRAMESHOWN ❑ n 01 O EXTERIOR 3 AND EDGE DISTANCE PER sUBSTRATE, SEE TABLE 3. SHIBEI INSTALLATION OPTION 7 INSTALLATION OPTION 8 (SCREWSHOYM) INSTALLATION THROUGH THE INTEGRAL FIN. I INSTALLATIONTHROUGHTHEFRAME. INTEGRAL INTO METAL, SEE TABLE 3, SHEET 2. INTO METAL, SEE TABLE 2. SHEET 2. L111111T1 llll"I FIN FMhff U4'MPX `\\\\ LY \:,r�N sllowN D o SHIM 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 ` CENNN (2v' ` �. O 8....1 � ,p INSTALLATION5EDGE 712.2.. (941)-480-1800 *r No. 58705 •. DISTANCE ///' _ ANCHORED THROUGH FININT02%CERT OF A COPYRICM0i0D POTINGU3lNIEB.INC.`��IMEGRAL ALL MGM RESERVED J7,7 •, l/ CL wooD FRAME OR VISIBLE LIGHT FORMULAS NOA g 9/9/14 LOT•.,�TE Fri tVw� BUCKSTRIP. SEE NOTE 2, WIDTH: BUCK WOTH-4J/16' VINYL FIXED WINDOW (LM85M) P .,!YonIDP.+'?I �� SS/ THISSHEET. I'� EMBEDMENT , HEIGHT: BUCK HEIGHT -43116' o J-CHANNEL 81NTEGRAL FIN FRAMES J ROSOWSKI •.. . IIII�NAL VERTICAL SECTION D-D i o'eb' PW-55'0 y NTS � 40F11 .- X6 MD-5520.0 , B ALrrvN MBLER, PE. P.Exw9 7IS'NOM. 5116" A/A PVB 7/16" AIR SPACE 1/8' A GLASS a EMERIOR GLASS TYPE 7 1' NOM. r- 7/16" A/A PVB 7/16" AIR SPACE 1/8" T GLASS a EXTERIOR BOdJ 7/16" A/A SG — 3/8" AIR SPACE 3/16' _T GLASS- aE ERIOR GLASS TYPE 11 {�- 1'NOM. -+I GLASS TYPE 15 'A'=ANNEALED 'H' a NEAT STRENOTNENED T=TEMPERED 'PVB'-.090'TROSIFOL PVBBYKURARAYAMERICA WC. 'SG'=09WSENTRYCaVz5 INTERLAYER BY KURARAYAMERIC0. WC. 718' NOM. r— 5/16" A/A PVB — 7116" AIR SPACE- 1/8" T GLASS- aEXTERIOR GLASS TYPE 6 -� 1"NOM. -� 7/16" AIR PVB 3/8"AIR SPACE 3/16' A GLII ASS fT GLASS TYPE 12 1"NOM. 7/16' H/H SG 7/16' AIR SPACE 1/8' T_ GLASS a EXTERIOR 8083 GLASS TYPE 16 17 MAY NOT BE THROUGH 1T MAY NOT BE USED WITH JCN NNEL ORINTEOML FIN FRAMES +I ]R'NOM. I� ]IPNOM. r- 5116"AIA PVB 5/16"A!A PVB 3/8"AIRSPACE 3/8"AIRSPACE 3116" A GLASS 3/16" T GLASS aEXTERIOR G]EXIERIOR le BOE3 • i 8083 GLASS TYPE 9 i GLASS TYPE 10 7/16" AIA PVB 7/16" NA SG 3/8" AIR SPACE 3/8" AIR SPACE 3116"T GLASS j 3/18'8GLASS aEXTERIOR <39MRIOR eaa3 I ' so-e3 GLASS TYPE 13 GLASS TYPE 14 1'NOM. 7/16' HM SG i 3/8' AIR SPACE 3/16" T GLASS aE ERIOR Ba83 GLASS TYPE 17 By I —I V/ II�� I Miemi Dodo oduel Canal EXTERIOR q dNgB 1R' NOM.GLABS TYP. GLAZING DETAIL � Y N m nail O° N o r O alap 0N ZLLs� 3'lll 'g 3f , W U W H Z 1y� j j z o 3 ® O ❑ laa Is Z 3 J N z ❑ W w ❑ aloa5 0 ~ X J Z o N 0 z 3 rypl 'zzop zaya5 * ; No. 68705 A. B SMI Side pn) m 3 =4 � 2 r !D r i d r e a r.♦ A a d c a `m O 9 p P F D O 1 a m G d m y N T ♦ m' e f 4 �m c 'aO a G b S. wo _o mn a mP �e 9n 'z w a P •• a a 'c S 4 S m m E c zt s £ a4 1 S 1 r e w 0 21 ao Sndn vde(m) o 1 1 1 a a a a ♦. r_ m m' a m m � a a 9 m o; G m m < zS To mn v ^Nm` m GD- Q. ♦ Gw9 1 w $rpm P zB� a � D o� a bd' ♦ ♦ o �n o oo" _m Wm go 0 °1� "-'T �'� 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275j A .4 �y5-•.... •yO �L-\ ���� p \/' (941)-480-1600 a i-caFrwcALL J RIGHTS T S RESE eTan:s, weqLL RIGHTS DESERVEDVINYL FIXED WINDOW NOA(LMBSM) 0 9/9/14r 'N""�\�DESIGN PRESSURE TABLES A g'% J ROSOWSrJp '' PW5520 NT$ t 6OF 11 Jill MD-5520.0 r B , Slmd Ste. ft �F ' I _ Y 2 3 a_ Y+ O O T Y j _ O O O O m a a a a a____ m n a a o m m a sf o' a aeJ Tz z _ J N a 0 0 0 _ _ _ _ _ > L m $ o =g 22 0 _ T- _ e . 40 o 0000 4242 Jo o 2s is t wte Short SSiidey(m) 3 pprr > V (v (r fJ S O O O D+ b ii OP D rnm� a a_ a 0 e F P a ♦ _ • a a � � m tsissstsssis�s$a�so� �ma m m a � u >3 E4 f91±<i419 E3ffi S' (9a mo; e DD = = a cmm a ♦ a A y 0 _ o m ' 00i�H _Oan ^ o N a N '0 2 zc S b 0 ^�mOn a a a S i o m 'n f983 f9 Ei� �gm D o 9 a x A a 1070 IT TECHNOLOGY DRIVE N. VENICE, FL 34275 (941 (941)-080.1600 CW GHf OR01] PGTINDUSTRIES.INC. CEpT.OF AUhI.lI292R6 µL RIGHTS RESQ /INYL FIXED WINDOW NOA(LMBSM) R 9/9/14 N PRESSURE TABLES B g IROSOWSKI i20 NTS : 7OF 11 oz° MD-5520.0 r E Shan slap Qn) ff de3£ $ + a + # i ` + a + + a + `\4.1"Mi e + _ ♦ * a; Y a a e m 0 e y o y1 N N m n $ � m W e 0 ♦ a D ddd 0 6 f N S v N .J v = e o o o a Z. =n S n �?� E0 Vi e „ ax; ` g g m J J Y �1 J m 6 =o D z y � Ao z o shoe side on) ° +H+ mPaf g mP& + r ♦ + + + o m o t a t$ .. t+* a+ i V m y ` o 0 o e + + + + * + + a # m w c — c c D O t 9 e y v D e � m a • + o m (p m' � 9 m m e m + a + Z� `+1 a ++ ±; DT U mp1 N N 3 � ' C O _o �g'v t*tta,,, Nrg's"D ec c > m e m m s> a 9b a` A ,mri D n D u A Y N W J q A z Z' Z' 4 mo N yN �:I yN I my m-i Amr m o. ay°o ao c o o n 1m ��M. <m xN O �M na n� e m N I �s C i m m �Dy m� z N os y 1 � =A� o5 Z 5�`0. N N Z A£m ;I, mA mA Ne r r z F: mN mN ui12 j, .......... 94T :� '' 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 xo.e�m, 0 3m ye ngup o a9�s'.� � (941 }480-1600 S e 2 , z ma'� 9 =2'O Y� yam "Q Z� O �:< m ® GEftT. OF AUTH. #2919fi CWYPIGHT02011P IN0U5ilUE5,INC PII ItGKS iffSFAVFD Z 0 $ ?i 1 6 _D :yT >6� 2:< �''_` P P VINYL FIXED WINDOW NOA (LM&SM) 8 919/14 DESIGN PRESSURE TABLES C Rid R. J ROSOWSKI 4'...........� \� i m �.a by PW-6620 y NTS 80F 11 �= MD-5620.0 a B /'2�nII*U11 Window Design Pressure, (+l- psf) mEs1NJe Ie ch. 14 3/16" A Cep-Allspece - 7/16" A/A with SG TyFE: window Wile all. (ID) Dlmen41om 69.649 71 73 76 78 1 80 85 66 89 92 BB 99 32 +801-110 +801-110 4806110 +801.110 +801-110 +801-110 +801-110 ♦801.110 +801-110 +801.110 ♦801-110 +801-110 34 +801-110 +001-110 490/410 +B01-11a +80/-11D +oomIS +emmi0 ♦80/-11S +801.110 +80/-109A +801-108.3 +80/-107.6 36 +801-11D +9W-110 +801- 11a 40W-110 +801-109.6 4801-108.6 +81 4801-106.6 .801-105.6 +80/-104.7 +801-103.6 +80/-102.9 38 +80/.109.7 +80/-108.9 4901-107.8 48W.106.e 481 +801-IN.6 +00/4027 4801-102.4 +80%101.4 +BD/-100.5 +801.99.4 +Bw-99.7 40 +801-106.3 +90/-105.8 +801 +80/-103.3 +80/-101.9 .801-101 +80/-99.1 4801-98.7 480!-W.7 +001-96.0 +00/-95J +801-95 42 +80(403.3 +001-102.6 +801-101.3 +801-100.2 +901-918 +SOb9Z9 +SDI-aeS +801 +80/44.5 +80/-93.8 +80/-92.4 +Bol-90.7 44 +8W-100.7 +90/-99.8 +801-98.6 +801 490/-9S +80/-95 +80/-929 ♦80/-926 +80/-91.5 4801-90.4 +801A7.1 +80141.7 46 +EW-90.4 +001-97.6 +80/-96.2 +80/-95 4001-9&4 +SD/426 +80/-90.3 +801-89.9 +81 +801-81 +BW83.1 +BW41.6 48 +81 +80/-964 +801-94.1 +901.929 +81 +801-90.2 480I-BB +90/-87.6 1 481 480/426 +00/-80.2 +/-78.6 SO +80/-94.fi +W/-93.6 480/-92.2 +m1-90.9 +BO/89.2 +WI8B.3 +80/-85.4 +90/-84.6 480/824 +80/-80.2 +1-77.S x 52 +aw-93 +SoI +801-90.6 ♦801-882 +00187.4 +00/-86.4 ♦2W413 a80/-82.6 teW40.2 +/-78 61 +BW-91.7 480/-90.6 ♦W1-89.1 +BO/47.f +re/45.8 +8U/44.7 +BD/-81.3 iE0/80A i!-7&1 56 +0/40.6 +801A9.4 ♦80/87A 483146.4 ♦m/8 A ♦80/-83.2 57 +BW.90 +S01-S&A ♦80/-87.2 +61 +90/43.4 +90/-82 +/.7S4 60 +80/-87.2 +801A6 +aI +S0/426 480/80.1 +1.78.6 62 +80/-94.6 +80/-63.8 +80I-821 +P/ 40.4 H-76 M4%. D.LSPAONGIFA....... THROWHTHE'NAME PERSHEI:TS3B4 MAX. O.C.SPACING IF ANCHDRING THROVGHTHE INTEGRAL FIN PER SHEET 64 +801-829 4801 4901-80.1 +/-7&4 APPUESTOB,CORDANOIORS (SEETABSES NOTAPPUCABIE fib h8'l/-Bi.1 i60/-80.1 4/-7fl3 60 4/-79.3 +1.76A ar 69.649 +1-77.] TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 1 HOR120NT'ALLY AS SHOWN. LONG SIDE (-� LONGSIDE SHOTRT 1 I SIDE 9FIORT :IL 910E I (� LONGSIDE -� y SHORT A LONG SIDE S1DE L 1 IGLASS TYPES 14THR000H SHORT 1TALlYNOTBEU9E0WITH SIDE r- J-CHANNELORINTEGRAL FIN FRAMES. I 15 I Window Design Pressure, (+I- psf) USe M ICUP Ia GmS 3116" T Cep -Airspace, -7116" AIA with SG Tyee Window Ling Side (m) Dd111 -i-s 77,76 79 01 63 96 87 91 94 98 W 104 107 Ill 36 +801-110 .80/d10 +80/-110 +8W-110 +5w.11D +80/-110 a80'-110 4801-110 +83 110 +BW-110 +80"110 +80/410 +BOW-110 40 +BO/-110 +BW-110 +8W-010 +601A10 +eW.110 +BW-109.9 .8W-108.5 +BW-107.6 a8041098 +8W-10B.1 +BW404.8 +BW-104.1 +801.103.3 42 +6W-110 +0.109.8 +8W-108.8 +80.407.9 +801-1037 +BW-106.3 +001-104.8 +80/-1038 +80110B2 +BW-100.8 +BW-97.7 +80-98.4 +8W-94.8 44 +801-107.3 +BW-108.7 +BW.105.7 +0404.7 +80/-103.4 480/-103 +801-101.4 +BW.98.6 a8W-96.7 +80/-941 a�W-91.4 +BW-90.3 +BOId9.2 48 +BW-102 +BW-101.3 +BW.100.3 +BW-99.2 +BW37.3 +BW-9d2 '48W-92.5 +8W-90.4 +8Wd9.2 +601473 +BW-84.4 +80182.7 +8W40.6 60 +BW89.8 +0.09.1 +8W-98 +8W-98.9 +8019.9 +BW-9i.1 .8W89.9 +BW47.7 +8W48.2 +S01843 a80/•81.1 +/-79.3 41-77 51 +BW-98.8 +8014B +801-9&9 +8W-95.8 +801428 +00/-W +8EY88.7 +8W-88.4 +BW85 +BW826 +1-79.6 +1.77.7 +I.75.3 54 +801.937 +114E.3 +0.94 +BW-921 +8W89.4 +8W4&6 +80'86.1 +8G/827 +BW41.1 +1-78.9 +1-76.3 H-73.2 +1-70.6 58 +60144 a8W43.2 +BO<916 +BW-80.1 +BW87.2 +BW-e&3 +BW828 !".2 ♦/-7&8 +1-76.3 +A725 41-70.5 v 68 +801-91.4 +BW.9D.B +BW89 .8W87.6 +80/45.1 +BW84.2. +80'-80.8 +I.78 a/-]8.3 H-73.B a1.70.2 N 81 +00'8/.8 +BW87 ♦BY85.3 +BW43.B +BW81.2 +8W4%X6 +/-773 +1.74.8 +/-R8 +140.4 63 +BW-8.5.5 +M.84.6 +BW-828 +8W81.1 +I-78.8 H-78 +144.8 +1.723 H-70.8 64 +BW84.4 +8W43.5 +BWBi.7 +180 +I-77.5 +013.9 +/-736 +/-71.2 66 +SW422 +8W41.2 H-79.4 H-77.6 +IJS +1.74.2 +/-71 68 +/80 H-79,1 H-772 +146.4 +6727 H-71.8 70 +/QB 4/-7/.1 +/.75 +/-73.2 4/-70.5 I PROUGHT EFFAMESPACING IFANCHETS3&OPING iH90WHTHO%CO M4%.G.GSPAONGIFANCHORING iHROUGFI THEINTEGIiALFIN PEASHEEi4 72 +/-76 +146 +/43 +/-71.1 DANCET3364 APP6ESTSB.CBLE21 NOfIS (SEElA01£21 NOTAPPLICABIF 74 +/•74.1 +/-73 +/-71 76 ♦/-722 +/-71.1 13T n.76 +/40.6 NOTES: 1) BUCK DIMENSIONS SHOWN, 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEffi AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHTECTURAL WINDOM (SIM SHEET 2). FIND THE SMALLEST SQUARE WNDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. NO CHANGES THIS SHEET. 2 t S2 D) O 'tea rn 3 ❑ �B a N o 0, O'o Z LL ood Dg w uZ � NM 5xn �Zm a z N W LL m � ¢ r ® O w lows g z J N € W z ❑ W A." 0 C LL Q) z o In F 7 n w o Z z w 3 5 ❑ a `.�`aG11Y'LYNN T,, ez' F ? *. ,� No. 58705 -_ STA F)�:70u4 e 11NAL It A LYNN MILLER PS. USe1M1kMW of Gl-e 1g TYPO' +00/-110 34 1 +801-110 +Bat-110 1 +601-110 +801-110 +BO/-110 +80/-010 1 +BOI-110 +801-110 ♦B01-110 48D1-110 +Bw-no +aul-1m aw/-llu 36 +801-110 +BO/-110 +eW-110 ♦801-110 +00/-110 4601.110 +BW-110 +Ba-110 4801.110 480/-110 460/-110 +801-110 4801-110 GB +BO%110 aBOI-110 +801-110 a80/-110 +BO/-110 +BD/•110 +BOI-110 a8W-110 +80/-110 48D/-110 +60%110 +801410 40 +80/-110 +BO/-110 +eoo-no +80/-110 aBW-110 +BO/d1p aB0/•110 +BW-710 !ZZI10 +801-110 +801-110 42 +801.110 +80/-110 +801.110 a801-110 +BW-110 *B01-110 +BO/-110 a8W-110 +BO1-110 +801.110 44 +001-110 +wI-110 +8W-110 +wmlD +BO/-110 +801-I10 +801-110 +BO'-110 +B01.110 6 4A *8GI.110 1 +80/-110 1 +801-110 1 +80/•11D 1 +801-110 1 4=410 1 +801-110 1 ♦601-110 62 1 +801-110 54 ♦801.110 64 +BO/-110 68 aBOb110 R0.92R +110I-110 ABLE 13 MAN. O.C. SPACING IF ANCHORING MAX+ O.C. SPACNGIFANCHORING THBOWHTIEINTFGRALFINPERSHEET4 THROUGHTHEFMMEPERSHEET53e4 APPEIFS TO B, C OP D ANCHORS ISEETABIE3) NOTAPPUGBLE 12S. I TABLE DI MENSIONS MAYBE ORIENTED VERTICALLY OR ° HORIZONTALLY AS SHOWN. LONG 610E r— LONO610E �ROmm CTRBVISFU NYma withlk FBxide SHORT R•i1dmA Oode SIDE ,\mrylRnx No •O _ SHORT pgZD I_ hpimliov DHe °°gym L —1 SIDE Ali- . /M1,e' r— LONG SIDE ,( NO CHANGES THIS SHEET. 6N LONE SIDE 610E SIDE 17 MAY NOT BE Oi.ASS TYPES 14 THROUGH I CHAN EL OR NEGRALH SHORT CA N •FIN FRAMES. L>'1N •1=e 0 N Window Design Pressure, (0-psQ U5e Ifi.b I` m, Gm•• 17 3t1 V T Cap -Airspace - 7116" HIM with SIG TYPa Wmdo,, Lmg BIER (In) Dimensions 77.76 79 et 83 86 W 91 94 96 99 104 107 117 11B 12D 126 136 144 36 ♦BW-110 +W1.110 I +BW-110 ou-110 +8D/-110 +W/-110 +801-110 +80/-110 4801.110 +801-110 +aW-11D +801-110 +80/-110 + -11D 4MI-110 ♦8W-110 4801-110 45W110 40 +801-110 +801-010 +80/-110 +BW-010 +8D/-11D ♦80/-110 4801-110 +801-110 4801-110 +80/410 +e01-110 ♦SW11D +BD/-110 +80/-110 4MI-110 +901-110 +801-110 +SW-11D 42 +601-110 +80/-110 +aW-110 +BW-170 +80/-110 +Wf-Ilo ♦BW-1ID +801-110 +801-110 +80/-110 +BW-11D +801-110 +901-110 +801-110 480/•110 +801-110 +BOmio +BW-110 44 +60/-110 ♦801.110 ♦BW-110 +BW11a +80/-110 4WI-110 +BWAI0 +e01-110 4001-110 +801-110 +8W-110 +801-110 fe01-110 +80/-010 +80'-110 +001410 4BD1-110 48 +601-110 +80/-110 +80/410 +BWdio +801-11D +801-010 480/-110 +80/-11D +80/-11D +801-010 +BW-110 +801-11D +8O1-110 +801-010 4801-110 +801.110 W +BW-110 +80V410 +801-110 4Bh'-110 +801-110 +80/-110 4801-110 +80/-110 +801-11D +801-110 +BW-110 +801-110 ♦80/-110 +80f-010 +801-110 61 +B0/-110 +8DIA10 +80/410 +e01.110 +801-110 +B0/-110 +801-110 +BO/-110 +801A10 +801-110 40W-110 +8O1-110 +B9-110 +8W-010 64 +001.1 I0 +801-110 +80/-110 +BW-110 +901-110 4WI-110 48W-110 +801-110 48W-110 +801-110 +110'-110 +801-110 +BO/-110 N +801.110 ♦1301-110 +901-110 1 +BW-11D +801-110 +8W-110 +80%110 +80/410 4BW-110 +801-110 +8W-110 +801-110 $ 6B +80/-11D +8014la +110/410 +801-11D +801-110 +80/-110 +801-110 +801-1113 +601-11D +80/-110 +BW-110 61 +001-110 +801-110 +801-110 +69-110 +801-11D +6W110 +80/-11D +801-110 +801-110 +801-110 y 63 480/410 +801.110 +801-lm +80'-110 +80/410 +80/-110 +0W-nD +9W-110 +0W-110 64 +80/710 +801-110 +801.110 +1301-110, +BW-IID 480/-110 4801-110 +80/710 66 +601-110 4BW-110 +801-110 +e01-110 +801-110 480/-110 +801-110 GB 48W-110 +e01-110 4801-110 +80(110 +801-110 +M/-110 70 4BW-110 +BW-110 +60/410 480'-110 +80/-110 MA%.O.0 SPACING IFANUIONNG THROUGNTHEFR4MFPFRSXEECi3 a MAX.O.C.SPAONGIFANCHORING THROWHTHEINTEGnALFINPDLSHEET4 72 4B0/-110 +BO%110 IBWd10 +BWIID APPU B TO B, C OR D ANCHO RS ISEETAB161) NOTAPPUCABIF 74 +801-110 +80/-11D +801-110 TB +80/-1l0 +801-110 S" n.76 +001-110 0 n d o,o Z LL ,00 B M N U ° c � ory y1 {�j LL i yY O Z pI -rGk@( Q O z W � O O 8 � O � F W 1"R5 W Z O W � °logs 0 N O Z 5 /11 W p o[w a sa,n5 1NLU Inp// L..... %., VGENSE Q: P i No. 68I05 moo••.. 6 � I � ;tea` . T •. F 0.LYNN MRIEfl,PE WHICHTHEPRCHTTECTURAL WINOOW WILL COMPLETELY FIT WITHIN. pEASBTGS FRAME ASSEMBLY DETi..�.. MITERED CORNERS WRH INTERIORAND EXTERIOR WELDS EXTERIOR f? Part# Dewriptlon Material 80 Kommeding 4SG TPS Spacer System 81 Ouanex Super Spacer nXr with Hot Melt Butyl See this Sheet for 82 Ouenex Dumseal Spacer Materials B3 Cardinal )L Edge Spacer ncrcnrnce "cal ncr�m o.nLb,,,. 1.376- T1. fiP � .O OANCHOR COV 1.4BY .064' I .625' O _ T 1.375' 1 J-CHANNEL FRAME O� IR SILICONE -�( .864' 17F STRUCTURAL STRUCTURAL SILICONE POLYISOBU EN 1/4'NOM. FOAM WITH e WITH DESICCANT DESICCANT Or eEao EXT. GLASS EXT. GLA95 E%i 1w,NT.GLASS 81 SUPER SPACER@N>cr KODISPACE 4SG TPS 06Y .625- 1—v II II LEI 02 FLANGEFRAME — 3.500• 3.500' .082'InH d17 d T OINTEGRAL FIN FRAME 9O EOUALLEGIEO%FRAME POLYISO- DESICCANT FILL AREA BUTYLENE y1P NOM. SEAL SILICONE SEAL IFORMED JLisaLESS STEEL INT. GLA33 E%T. CLASS, # Part# Description Material 1 620117 J-channel Frame PVC 2 620118 Flange Frame PVC 3 620119 Integral Fin Frame PVC 4 620120 Equal Leg/Box Frame PVC 5 620133 Anchor Corer PVC 6 7 720136 720135 718" Glazing Bead 1" Glazing Bead PVC NOTES: I 1)90ME PARTS NOT SHOWN FOR CLARITY. u 2) SCHANNEL FRAME SHOWN, PART 01. OTHER FRAME TYPES APPLY. CERT 3) ITEMS N 673. 75-716 79ME NOT USED AND ARE NOT PART OF THIS APPROVAL. VINYL 4) ENERGI PVC TOO BE LABELED FOR AMU EXTRUDER CODE. 2 BOM8 XL EDGED" SPACER PVC Silicone 1 � T1L11 1r1Jr 107E TECHNOLOGY DRIVE N. VENIC34275 (941)-480-1600 : # No. 58705 J COPYRIGHrO2017 PGTIKIJSTRIES.INC. -D / # H, k29288 ALL RIGHTS RESSMEG TE WINDOW NOA (LMBSM) gs 9/9/14�:� ORIDA,. " \\ . MBLY era J ROSOWSKI 'SJ�NAL NTS 8 11 OF 11 26MD-5520.E 1&1 B 1 1 A.LYNNMIUERPE P.E.0587G5 XL EDGED" SPACER PVC Silicone 1 � T1L11 1r1Jr 107E TECHNOLOGY DRIVE N. VENIC34275 (941)-480-1600 : # No. 58705 J COPYRIGHrO2017 PGTIKIJSTRIES.INC. -D / # H, k29288 ALL RIGHTS RESSMEG TE WINDOW NOA (LMBSM) gs 9/9/14�:� ORIDA,. " \\ . MBLY era J ROSOWSKI 'SJ�NAL NTS 8 11 OF 11 26MD-5520.E 1&1 B 1 1 A.LYNNMIUERPE P.E.0587G5 M IAM I-DADE ' _ MIAMI-DADS COUNTY ® 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 Y.TT!''T' nT n r!'.EPTANCE (NOA) mvw.miamidade.gov/economy 1070 Technology Drive, Forth Venice, FL 34275 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 (AID). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade Coun ) and/or the 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, DESCRIPTION: Series "5570/2770" Vinvl Sliding Glass Door (Reinforced)-L.M.I. I APPROVAL DOCUMENT: Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15, with revision A dated 04/05/17, signed and sealed by A. Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 NOA #15-1210.01 and consists of this page 1 and evidence pages E-1, E-2, E-3 & E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0420.06 Expiration Date: Apri114, 2021 J<" Approval Date: September 28, 2017 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underNOA No. II-0I07.04) 2. Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10/05/15, with revision A dated 04/05/17, signed and sealed by A. Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by _Fenestration -Testing -Lab, Inc., Test Report No. FTL 8717,_dated 12/07/15, signed -and -sealed by Idahnis Ortega, P. E. (Test report revised on 02/15/16 and 02/24/16) 2. 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) 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, 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 8546, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/2016) 3. 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) 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, 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 8547, dated 12/04/15, signed and sealed by - Idalmis Ortega, P. E. (Test report revised on 02/15/16)- 4. 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) 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, 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 8548, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/16) orge M. Plasencia, P.E. Prods et Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14, 2021 Approval Date: September28,2017 E -1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBiAITTED B. TESTS (continued) 5. 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) 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, 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 8549, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 12/04/15 and 02/I 1/16) 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) UniforarStatic-Air Pressnre-Test,—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 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/2016) 7. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11/19/10, signed and seated by Jorge A. Canso, P. E. (Submitted under NOA No. 11-0107.04) 8 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) 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, 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 6337 (samples A-1 ffim A-5), dated 12/06/10, signed and sealed by Jorge A. Canso, P. E. (Submitted under NOA No. 11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L. Miller, P.E. (Submitted under NOA No.15-1210.01) Jorge M. Plasencla, P.E. Prod et Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (cont.) 2. Glazing complies with ASTME-1300-09 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 Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limited for their "VE 1000 --- — Tan-202 and -lighter Shades -(Non -White) Rigid PVC Exterior Extrusions -for Windows and Doors", dated 12/08/16, expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 6. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 7. 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 tinder NOANo. 11-0107.04) 8. Notice of Acceptance No.14-0916.11 issued to Kuraray America., Inc. for their "SentryGlas® (Clear and White) Interlayer", expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers", expiring on 07/08/19. Jorge K Plasencia, P.E. P oduct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-5th Edition (2014) and FBC-6t' Edition (2017), issued by manufacturer, dated 08/14/17, signed & sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18117, issued by manufacturer, -signed & sealed by Lynn Miller, P.E. 3. Letter of lab compliance, part of the above test reports. 4. RER Test Proposal No. 17-0387, dated 05/05/17, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No.15-1210.01, issued to PGT Industries, for their Series "5570/2770" Vinyl Sliding Glass Door -(Reinforced) —L.M.I.", approved on 03/_03/16_and_expiring_on� 04/14/21. Jorge M. Plasencia, P.E. Pc duct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -4 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 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 WATER TEST PRESSURE AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-1/3%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 NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 6) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES INOA'S): ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NONE, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 10DO TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES (TEST REPORTSI. FTL-6337, 6338. 8646-8649, 8652 & 8717; EXOVA-10-002492(A) & 10-006-10231; CAMBRIDGE 535753-09; 7) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDINGTHE HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE. 9) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 10) THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 57DI2770 SERIES. ANCHOR NOTES: 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DACE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 1 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET..I 3) WOOD BUCKS DEPICTED AS 1XARE LESS THAN 1-1/2' THICK. PROPERLY SECURED, I WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2• THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENT'S PER THE FBC AND 1'0 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NONSHRINK, NON-METALLIC GROUT, MAX. 1/4• THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIG HT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF TABLE A: Gaoup Anohor 6ubMle Frame M.neau 6M. Edge DI.— Min, P.nbedmant A(0.090•Mrt ry14, e1•aI3M31Ff)al 410..5. SM6 pdn +t 0...d,M) F.T. S.M. Plne mdf&[Naab &IB . W AIM1 nun4 memo 0.125-Hh. lhivkn... B6N6111 anN B/B 1/0" Ph-k YB• Ile" SWI.AW wGn[fa HeanilVJemb se• O.D Punk CSC 0.0aw SWRI Stud. A950 M. 33' (Out' We. w[kn.. WeNSVJ Tr 0,071- 4Oe) Pnwk me• oB71' 14Ga. 114'EI[e ulLwon I.T.9aNhem FRn b•D.55 Jamb 1• 141T Phwk 1• 1. r 114 El. 410 S.S. C..R.o P.T. 804h.. Plne 9G•0.55 H4adlMlllpmb 1• 138' Pdook r LLe• B p1T, eleel vuca eonw (O51 P.T.9oNAem Plne 0-0.55 Heaa15114Jamb 0116 1•W6' P1mok 911B' W/B' V4'Ele0V0mcon Concrete mn2.e5k. F1mcb 1" I.NB• wadhAvAne div 1.r Un Wod CMV, ASTMOno JemD r 1.1/4- —Pd 1• 1-1/4' C 1/4• EIm 410 S.S. Crewmax IM2mutoa GMu, TM C90 .hnib 144' 1.1/0 P .0F 10W 1-I/4• Oon[nM m14, 1.HW H..WQVAmb 1.911V 1-3r9• P...0 1. I.W. 114'EIw We S.S. Agmwao[ttttt nmmo .1d. ka He. 6tlVJ.mb 1-1/r 1alB" Phonk 1-11r 13r V Wed mu. .G60 Jmb Y 1-1/4' Pb.ok r 1-114' P.T. SOWhrn Pm. SGM.SS kbaarsflfl/ b 1• 146• PM k 1' LLB' IW Eke UWoeon ce..l. mm. 205 hall HwdlsolJrnb 2-1'r ld/B• Piuok 2-I/2' 1 t-LB' 1N01.01.d CM, 1AdTM"in Jemb 2"r L1H' Pdmk 0 I/4' EIm 410 S.S. CmteReg C.n.W. min.3.35Re Heatlf6111IJamb z-I/R' t-314" pM" Tla- I 1de' WnW.2MV, (A9iIJ CAO Jamb SIl2' 1IR' PMek SV2' 1-I/4' DESIGN PRESSURE RATING SEE TABLES 1, 2 & Bi, B2 ON SHEETS 7 & & L NOTES.............1 E CONFIGS.......... 2 DETAILS... ........... 3.6 IOR TABLES........ 7.8 GLAZING DETAILS ............ 10 ANCHOR LOCA71ONS....... 11-W PANEL TYPES ................... 17 EXTRUSIONS .....................18 ACCESSORIES .................. 19 SCREEN DETAILS ............. 20 • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. SUBSTRATE IS WOOD, 309 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES STANDARDS USED. SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLORIDA SUILDING CODE (FOG). STH EDITION INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FORTHE SLIDING GLASS DOORS MAY DE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE GLASS/REINFORCEMENT. 2) LOCATE THE SLIDING GLASS DOOR 817E 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 WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2), VERIFY THAT THE OPENINGS REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN: . 5) INSTALL AS PER TI1E GUIDELINES OF THIS SHEET -SET. 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9. •2014 FLORIDA BUILDING CODE (FBC), STH EDITION -ASTM El300-09 •ANSIIAF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, AOM-2015 •AISIS16M112 •AISC3 10 Wheel Min. F, Min. F. sl<N Sirew 92 ke1 120 WI 410 Screw 8Uke1 110kel Elco Aggm4 alo1 57ke1 96kel Elio Uftn 0rv0 155 WI 111WI 41083 E10o CIeleFlex® 127.4 WI 189.7W 6M45Aluminum 15 kal 22 MI A38 Sled 36 k.1 SSW Or. 33 stee stud S3 Kai 45 B VINYL SLIDING GLASS DOOR NOA (LM) GENERAL NOTES aimezmF rG71H6usmmxlrvG N UPDATED TO FBC 2017, VINYL MFG. PRDDUCT REVISED 8.1mpl In99 with the Florida ing ✓•etlo NoA .. 17-0420.06 Explrmlen Dote 04/14/2U21 rROS u6f y ''�i`S'•.FSURION,. 10NALIE, NTS 111 1 OF 21 1341 MD-5570.0 MAX. UNIT WIDTH — NOM. PANEL WIDTH PER TABLES 1 8 2 MAX.. UN� HE IGH / PER TABLES 1 8 2 NOM. PAN PER TAE MAY HE PERTAI MAX. UNIT WIDTH - NOM. PANEL WIDTH PER TABLES �V I j I MAX. UNH I" HEIGHT Ig PER TABLES 1&2 wcr 1° EL WIDTH LES MM.UrvII wIUIYI 1 . UNITGKT E LES 1 &2 / / /"{ ,�T', ^J 5-PANEL CONFIGURATIONS MAX UNIT WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 I T HEIGHT HEIGHT I� PER TABLES I&2 3-PANEL CONFIGURATIONS NOM. PAN PER TAT MA) HE PERTAI NOM. PAN PERTAB MAX HEI P TABLE 3L WIDTH LES MAX. UNIT WIUIN UNIT GHT C7 ES ILES182 / i NOM. PANEL WIDTH NOM. PAN PER TABLES 1 & 2 PER TAB I 1 MAX. UNIT j�pj I MAX. HE ® I" HE PERTABLES 182 / / / / / / / I PER TA �g 4-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 r-Im MAX. UNIT I HEIGHTPER '.TM� k PER 1 & 2 J 8-PANEL CONFIGURATIONSCORNER. TYP.GURATIONS unsoEm.,us.w+Kl,moewnrnsoaw EL WIDTH LES 1�& 2(�j MH.I. urvll wlulFl UNIT GHT ER S 1} &2 'Egg .% t,is v 7-PANEL CONFIGURATIONS &PANEL CONFIGURATIONS CONFIGURATIONS NOTES: •X"=OPERABLE PANEL OLD WIDTH -NOM. PANEL WIDTH -B-911V L 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTHJAMB O"= INOPERABLE PANEL 'P NOM. PANEL WIDTH =PANEL WIDTH - 1 -3116" LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET(p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXX( IN POCKET j DLO HEIGHT=DOOR HEIGHT POCKET CONFlGURATION CAN BE OXXXp. T-2- -126" PANEL HEIGHT =DOOR HEIGHT - 2 " VINYL SLIDING GLASS, DOOR NOA(LM) JAI 1010511E 2)90-&135" CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. EXAMPL CONFIGURATIONS J ROSOWSKI 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND 15 TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER mswnlcxro xan voTllmLmNIIa. IN.. 8 NO CHANGES THIS SHEET. �A (14/05/17 WIDTH, SEE TABLES 1 & 2. R TECHNOLOGY 1070 TECHNOLOGY DR 4) FOR NOM. PANEL 5) MAX ALLOWABLE FRAME SQUARE FOOTAGE = 472.656 FT' L—SHEET NUMBER . N. VENICE, FL 34275 (941)-480-1600 " SGD-557U� NTS 2OF 21 L+ SA MD-557D.0 �0 A ..T. OFAUIIIME% 17-0420.05 1 No. 66700 DETAIL Ai NTO 1%WOOD IMO M46pNRY CONCRETE/CMU PER ANCHOR REQUIREMENT �— 1/4' MAX. TYP.ANCHORTYPE, i EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW . EMBEDMENT EDGE j'. ,. DISTA1NCEe% ... JL'.....,._. 1X OR 2X W00D BUCKSTRIP, SEE ANCHO4\, NOTE 3, SHEET 1 PLATE A EVER ANCHO LOCATIO 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR - NOTE 3, SHEET 1 TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER_ SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW L EDGE DETAIL A2 Mo2XWooD — 1/4'MAX. EMBEDMENT 23-O.C. WIDTH DETAIL B1 ASTRAGAL FACING EM. FRAME WIDTH REQUIRED IF DOOR HEIGHT I90VER96' THIS (4)THRUKEEPI 3.SO.C.,SEE DETAIL D1 INTO MET/•L 1W MAX, �4V —Tw6SHNO EMBEDMENT — SEE NOTE O,THIS SHEET 2299-___� N8X 3/4'SMS REINFORCEMENT SCREW, 7 w PER STILE, LOCATED AT CENTERLINE AND 6'. HORIZONTAL SECTION (XXX SHOWN) 1 _ IT&12' FROM ENDS (FACTORY INSTALLED). DETAIL C2 DETAIL D2 INTO MASONRY DETAIL B2 INR:am ACNG INT. DAYLIGHT QUOTED IF st MEIGHT50VFA 99' EMBEDMENT r \` I et 1/4"MAX �( . •• U '7 I OPENING WIDTH j�'� I e s :I EDGE d]STANCE p SEE NO TES, THIS SHEET r 29 27 20 25 I I TYP. ANCHOR TYPE, EMBEDMENTAND o q 31• q o p EDGE DISTANCE I I ':ASI�WR.C3 PER SUBSTRATE. I` � SEE TABLE A, SHEET d 1&NOTE 3, BELOW IF%IFWDR THRU LEPER Q MAx 'O.C., SEESHEETPB IT- PANELWIDTH �ONCRETE/CMU PER ASTRAGAL MAY BE ANCHOR REQUIREMENT INSTALLED IN EITHER HORIZONTAL SECTION (XO SHOWN) FIXEd PANEL CLIP & INTERIOR OR ANCHORS SEE EXTERIOR DIRECTION METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN, OF: THREADS BEYOND THE METAL SUBSTRATE j� DISTANCE 4 TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A. SHEET 1 & NOTE 3, BELOW PRODUCT REVISED plyln wUth INe Florida Sa., ca�a NOA-Ne. 17.0420.00 .expiration Dale 04/14/2021 NOTES 1) DETAILS APPLYTO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMEMmESISEE NOTESTNISSHEED DETAILSHEET19 ALL PARTS IDENTICAL. ?;•'r10ENSF-'•;lW: 2) REFER TO ANCHOR NOTES, SHEET I. FORALL LOCR9mES, ir? No. 58705 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR ASTRAGALS, FIXEDI zs O VINYL SLIDING GLASS DOOR NOA(LM) S° 10105115 .�a ;rF_ ANCHOR QUANTITIES, SEE TABLES I&2. SPIES AND jI 4) CONTINUOUS ANCHOR PLATE, ITEM N8, IS REQUIRED AT ALL xoRlzCNrAL PALS �� INSTALLATION, HORIZONTAL X-SECT.%JROSOWSKI FRAME ANCHOR LOCATIONS. ® .O,O• sTn eoF 5)PANEL WIDTH GOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. FDR// wPmaanomn TGTlNnusrwes.wc NO CHARGES THIS SHEET. B SEE TABLES1& 2 FOR REINFORCEMENT REQUIREMENTS, ALL 1� AU RIDHrs REsearFn INTERLOCKS zr 29 REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY 1070 TECHNOLOGY DRAi THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N. VENICE, FL 34275 p 6TANDMD HO (gq.0FA 1800 SGD-5570a NTS g 30F 21 0$ MD-5570.0 3� A ALTNN MILLER,PE 7)SEE SHEET 20 FOR SCREEN DETAILS. _cERT. or Aum Huse � 7 P.E6s9T9fi CONCRETEICMU PER ANCHOR REQUIREMENT I. •' - 11/4" TYP. ANCHOR TYPE, EMBEDMENT DETAIL E2 AND EDGE DISTANCE PER INTO WOOD SUBSTRATE, SEE TABLE A, SHEET I & NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE, EMBEDMENT FRAMING, SEE ANCHOR AND EDGE DISTANCE PER EDGE ('`— OTE 3, SHEET 1 /SUBSTRATE, SEE TABLE A, SHEET \� DISTANCE I 1 EDGE / 1 & NOTE 3, THIS SHEET - Dlsrl EMBED- MENT :l n . 1/4"MAX. iX OR2X W00D LI BUCKSTRIP, SEE ;. R0 ANCHOR NOTE 3, _a �� r SHEET ANCHORPLATEAT EVERY ANCHOR LOCATION DAYLIGHT OPENING HEIGHT L EXRMION 1/4"MAX. a GROUTAS NEEDED, SEE t3 ANCHOR NOTE 5, SHEET I "WN FOR LOCKSTLES, -STPAGgLS, FIXEDSTIIE9 hND HORIZpNPd M S O FRAME � see ' HEIGHT NOR, SHET iTHIS'E 1/4" MAX. EMBEDMENT DETAIL E3 DETAIL E4 INTO mnsorv6r INTO METAL DADE OMPLIA TALUMIROVED MULLION. L - BC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY CONCR TE/CMU.PER BE VERTICAL OR HORIZONTAL. ANCHO '.REQUIREMENT' SEE SUBSTRATE PROPERTIES, EDGE I TABLE A. SHEET DISTANCE 4EDGE DISTANCE EMBEDMENT EMBEDMENT I 114"MAX, /Il:�i U IIII IIII �7/4"MAX. IIII /(,� U IIII IIII �t/4"MAX. S TVP. ANCHOR TYPE EMBEDMENT AND (J TTYP,.AfN�CHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE EDGE DISTANCE PER SUBSTRATE, SEE TASLEA, SHEETI&, NOTE3,THI$ SHEET TABLE A, SHEET I& NOTE 3, THIS SHEET NOTES I 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING, N8X3/4" SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES I&2. SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM N8, IS REQUIRED AT CENTERLINEAND O" FROM ENDS ALL FRAME ANCHOR LOCATIONS. (FACTORY INSTALLED) 5) SEE SHEET 20 FOR SCREEN DETAILS. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT SILL RISER LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. DLO WIDTH = NOM. PANEL WIDTH - 8-0116" DLO HEIGHT= DOOR HEIGHT-11.1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE, ' SEE SHEETS —�I F'— .ago .390—�1 1-- 'I(— --�-i (- 1 1 7 & & }-� 1+--.390 .390 2.3170 2.947 1 I T °a N43-5AL.500 PPLY I''R��ryrypry r 1 ]93 2,887 3.484 4.041 .823 f, li7 1 L I' P .080 .000 — 2-1/2"=TOTAL .060—�+I-•— SILL HEIGHT SILL RISER az SILL WER n3 SILL RISER ee SILL FIBER A5 (2-1/2"TOTAL (3-1/2"TOTAL. (4-0/18"TOTAL (4-6/8'TOTAL SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) PRODUCT REVISED BmplyinB whit the rlerldn uIItlIn6 Cetla NOA-N.. 17-0420.06 Espo-atmn Date 04/1412021 EMBED- ' { .I EMBEDMENT EDGE ✓/ 1 �, `, NO56]OG'•:P ME Ni 7 . 1• i� 1 DISTANCE € VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 _ 1Y EDGE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, S INSTALLATION, VERTICAL X-SECT. a•JROSOWSKI 173 •. yI. � �i� DISTANCE EMBEDMENTAND 2X WOOD BUCKSTRIP OR EMBEDMENT AND ® jOT STATE OF (� EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE COMIGIR0201T PGTIMo STRles, . NO CHANGES THIS SHEET. 04/O6/17 '. ICS'`fLgmA,.••G�t'Q` CONCRETEICMU PER SUBSTRATE, NOTE3,SHEETI PER SUBSTRATE, AURWHTSRESERVED - '� S PER ANCHOR DETAIL F1 SEETABLEA, DETAILF SEE TABLE A. 1070 TECHNOLOGY DRALIEN REQUIREMENT SHEET 1 & NOTE 3, SHEET 1 & NOTE 3, N. VENICE, FL 34275 MOM INTOWDDD (941)-480-1600a SGD-5570� NTS 40F21 a$ MD-5570.0 A _ A'LrNNMIRIBs•pa THIS SHEET THIS SHEET ar Ea/nN evens 2 Q TI PaoL�',C�O 'IfII€H19H 35 U /1 T1 10 (4)TKRUKEEPER cj 9 2 INIERI,I:_R O IJ PS OR 2A G0 AB ®M4%3.8'O.C., 8-26 V OB MUX 18.6.0.C. INtERNR BB SEE 91IEET 19 _ _ B _ N Ep,� DETAIL H2 99 ee• (4)TIIRU KEEPER by MAX ExTERIDR F� 6rjj h, =SIDECORNER �oO o ].6'QC, SEE 9HEET 19 �❑ _ � fir' w 10 b d 90' n OB (f 4DP 00 f�1❑ III 21 OR 28 I� 81 106'O.C. o' 'b1Jl w o>A ❑0 E%iEnWOR P E%iEnnRNM v 138° V 90' a, O 3 OA J DETAIL GI DETAIL HI Mrx19s'o.c.0< o ❑O n9m ite }] OC _ It91OE CORNER O WSIOE CORNER 4B d EXTERIOR U a (4)THRU KEEPER 88 €4 �09 �'\`,iY\gVT+ 9EE SHEET 18 1O 2 OE—�O 8 PRODUCT REVISED O 6Q❑q —y,�� PIYo6with the Florian 9eIITRD C Jo NDA-No. 17-D420.06 O135° (� I Expiration Date D4/1412024/2021 INTERIOR By Mlam-B o DETAIL G2 1u• 1 OUTSIDEGORNER 1 I NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FORANCHOR 3 CORNER ASTRAGAL MAY EEITHER YO THE INTERIOR OR EXTERIOR, DEPENDING ON CONFIGURATION. \""tY LYNA( �� '��O'EICENS"41- ' 1) S VINYLBLUING GLASS DOOR NOA (LM) 9 10/05/15 No. 68705 CORNS ASTRAGAL HORIZ. X-SEICT. S JRDSOWSKI :DwRIGxThmn Fcnxnu3m,Es,xc ML RIGHTS RE4E D NO CHAINGES THIS SHEET. 49 04/06/17 '. FS '•f.!ORIO�r; N' ��•� 1070 TECHNOLOGY DR �d 7S/ONAL 'I/mn , , N. VENICE, FL 34275 (941}4804600 SGD-557P NTS I 5OF21 j4 MD-5570.0 j$ A p.LYNNMR P.E. P.E360705 CERi.OFAl11H.P39fiB DETAIL 11 DETAIL 12 OPTIONAL NON- ` MTOMASONRY INTO MM140NRT 1 STRUCTURAL ANCHORS FOR ''P`L �o Q EDGE INTERIORPOCKET - IMEWBq n JP TYP. ANCHOR TYPE, EMBEDMENT DISTANCE,- JAMB B1 z° RO AND EDGE DISTANCE PER. see FIG t, SUBSTRATE, SEE TA13LE A, INTERIOR POCKETS MUST TxISeHEU 30 SHEET I& NOTE 3, BELOW p. INCLUDE A NONSTRUCTURAL, FRAME JAMB TO REDUCE r t0 •"f _ POSSIBILITY OF WATER Yt - INFILTRATION. .„r III/4•MAX. to noPr. EMBEDMENT POCKETBV OTHERS, NOTE 8 BELOW. . EMBEfS ... MENY �9_ OPT. 1/4•MAX.J q t' ANCHOR CONCRETE/CMU seEFlOL TYP. ANCHOR TYPE, EMBEDMENT` eem •a� Twe exeRT st AND EDGE DISTANCE PER EDGE PER ANCHOR 21 SUBSTRATE, SEE TABLEA, SHEETI DISTANCE REQUIREMENT R B NOTE 3, BELOW INTERIOR POCKET EXTERIOR POCKET f I I TYP. ANCHOR TYPE, EMBEDMENT METAL TYP., SEE ANCHOR NOTE AND EDGE DISTANCE PER 4, SHEET 1; ANCHOR LENGTH TO SUBSTRATE, SEE TABLE A. SHEET-1 BE A MIN. OF 3 THREADS BEYOND 8 NOTE 3, BELOW THE METAL SUBSTRATE EDGE EDGE DISTANCE OISTANG OPT. ANCHOR DETAIL 13 IMornETAE � EMBEDMENT — n OPT. 4 EMBEDMENT J1/4" q 1 /4° MA%. q MAX FX �.tm V Ip ^cE[FlGL °I EXTERIOR POCKET 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 & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) SEE TABLES I & 2 FOR REINFORCEMENT REQUIREMENTS. 5) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. �:J"'l'J FxteglOR V EXTERIOR POCKET CONCRETE/CMU PERANCHOR REQUIREMENT ANCHOR FORDOOR HEIGHTSOWAND LESS: m q a 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET IT. ANCHOR DETAIL 14 INTO WOOD VINYL SLIDING GLASS DOOR NOA (LM) O 10 — � P-HOOK EXAMPLES, HORIZ. X-SE-SECT. 1& J ROSOWSKIWSKI nmez°n pm lwumRlFs, Ixa � NO CHANGES THIS SHEET. i8 1 04/06/17 34276 NTS I:I 6 OF 21 O.C. I PRODUCT REVISED s ompl In w11M1 1M1O Florida eml4mG �0P n•aazD.De NOA-No. thcel-tin. Dole 04/14/2021 tt f No. 6670s Design Pressure (DP) and Anchor Quantities Required, (far all approved configurations on Sheet 2) Use this table for. Glass Types 1, 1A, 3 or 3A Astragal Re11,101"Cemenl#29 Locksllle Reinforcement 025 or#26 St4 Interlock Reinlcement 927 Door Unit Height 80" e4" 96, 08-15116' DLO Helghl 72-15/16" OLO Helghl 84-15/16. OLD Height Anchor Group AnchorGmup Anchor Group A B C D A D C D A B C D Design Pressure +W/-60ps! +60/50psf +601-60psf Head/5111 C3+1 C3N C3+1 q✓I C3+1 C3+7 C3+1 C3+1 C3+1 q+1 C3+1 C3+1 24' DLO Width Jamb G 5 5 5 5 5 6 5 5 6 6 6 P-hack 7 7 7 7 7 7 7 7 8 B 8 B Design Pressure +601saps! +601-60ps! +fi0/-60psr 25119' Head/sol C3+1 C3+1 q+1 q+1 C3+1 Ca+l C3+7 q+1 C3+1 q+1 C3+1 c3+1 30' DLO WI6N Jamb 5 5 5 5 6 5 5 5 5 5 5 6 P4wck 7 7 ] T 7 ] T ] B e 0 8 Dealgn Pressure +60/-60psf +601-60psr +60/-60psf 31-0/8- Head/SIII q+1 q+i C3H C3+1 C3+1 C3+1 q+1 C3H 03+t C3+1 C3+1 C3+1 ,R 36' Width Jamb 6 5 6 6 5 6 6 5 5 5 6 5 Phook 7 7 1 ] 1 7 7 1] 7, 7 B 8 6 8 E Design Presswe +60/-60psf +fi0/-IiOps/ +50/fi0ps/ 37-118' Head15111 q*1 q+i C3a1 q+1 C3+1 q+1 Tq+1 q+1 C 3 +11 C3 +11 q+1 C3+1 42' DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 P4wok 7 7 ] 7 ] 7 T ] 8 8 e B Design Pressure +60/-60 psf +60/.60 par +60/-60psr 43418" HaaNSlll q+2 q+t C3+1 C3+1 C3+2 qN q+1 C3+1 C5+2 w+1 C3+1 C3+1 48" DLO Width Jamb 5 6 5 5 6 5 5' 5 6 6 6 5 P-hook T 1 7 7 7 T 7 7 8 8 8 e USED IN EXAMPLE ON SHEET 9 TABLE NOTES 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE DI 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 1 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. 6) 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, /SHEET 1 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 Bi, THIS SHEET. # OF ANCHORS THROUGH THE HEAD& SILL. (EX: FOR C3+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.. In., F R+ Water -Limited (+) Design Pressure Sill Riser Win Sill Helghl Mt(+)DP Allw:ed None 1-11/18" See Note 2 42 2-1/2' +38.7 ps( 43 3.1/Y +60.0 par 44 4-1116- +60.0 par 46 4BlB' -60.0 psf FIG 1: DOORASSEMBLIES INSTALLED WHERE THE OVERHANG (ON) LENGTH IS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. PRODUCT REVISED emPmin with the Florida unm,9 Ce. Sandia,. 17-0420.06 eeplmaen Pate 04114/2021 IIL DLO W IDTH = NOM. PANEL WIDTH - 8-9/16" DLO HEIGHT=DOOR HEIGHT - 11-1/16" pvvvlvlllurgq skf.O%ItY LNI.N4, PANEL HEIGHT =DOOR HEIGHT - 2-112' ' * r' No. 69700 '.-ec •;F(aRIDP.: VINYL SLIDING GLASS DOOR NOA (LM) 10/05/16 DP& ANCHOR QUANTITY TABLE jm^ JROSOWSKI NO CHANGES THIS SHEET. 007 N. VENICE, FL 34275 '..III I (941).480-1600 - 6SGD55701NITS A 70F21 11MD-5570.0 ;? A AL"" Design Pressure (DP) and Anchor Quantities Required, , (for all appaned configurations on Sheet 2) Use this table for. Door Unit Height 60" 84" as, 10S" 12V Glass Types 2 or 68-1511e' DLO Height 72A 511V OLD Helghl 34-I&IG" DLO Helghl 96d5116" DLO Height 7 846116" DLO Height Astragal Relnlomement 029 Anchor Group . AnohorGmup Anchor G.m Anchor Oreup Anchor Group LocksUe Reinlomement#25 HD Intedack ReiNomement #28 A B C 0 A I B I C I D A B C D A I B I C I D A B C D Design Pages= +100/-100psf +100/400psr +lw/-Iwpsr +60/-65Paf +60/-65Ps/ 1&1/e' HeeN5111 Q+1 C3+1 Qti Q+7 Q+1 Q+1 C3+1 C31I C5+1 C341 C3+4 C3+1 C3+ C3+7 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 24 DLO Jamb 5 6 5 5 6 5 6 5 5 5 5 5 6 6 6 8 6 8 6 6 Width P.pook 7 7 7 7 7 7 7 7 0 8 8 B 9 9 9 9 10 10 10 10 Design Pressure foo/-loops/ +f00/-100pef +1001-100pef +60/-65psf +60/-65psf 254l6' Headlight CS+I C3H Q+1 QN Q+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 Q+1 Q+i Od+1 Q+1 C3+1 C5+1 Q+1 C3+1 C3+1 30' DLO .hm b 5 5 6 5 5 6 6 5 5 5 7 5 6 5 8 6 6 6 6 6 W dth P-bode T 7 7 7 7 7 7 7 0 6 6 e 9 9 B 9 10 1D 70 10 Design Pressure +f001400psf +100/400psf +100/400psf +6o/-65psf +60/55Psf 31-118° HeaNSlll C5+2 C3+1 CSN CD+1 C5+2 C3+1 C5+1 C3+1 05+2 C5+1 C5+1 C3+1 C5+1 C3+1 Q+7 C3+1 05+1 Q+1 C5N C3+1 36" DLO Jamb 5 6 6 5 5 I 6 I e 5' 6 5 7 5 1 6 6 6 6 6 6 6 6 Width soP-hook 7 7 1 7 7 7 1 7 1 7 7 8 8 B 6 9 e B 9 10 10 10 10 9 Design pressure +1001-100ps1 +10o/-f0ops/ +100/400psf +60/-65psf +60/-g6psf _ 37-VB' HeaNSlll G5+2 C3+2 Q +2 G3+1 C5+2 CS+2 C5+2 C3+7 +2 C5+2C3+1C3+1C$+1 CS+2 C5+2 +1 C5+1 CS+ Q+1 C5+1 C5+1 C3+1 u 42" DLO Jamb 5 5 7 5 6 5 7 5 5 5 B 5 6 6 8 8 B 6 7 6 Width P-hook 7 7 7 7 1 7 1 7 1 7 7 0 0 8 B 9 9 0 9 1D 70 10 10 a Design Pressure +1001-100psf +100/-1gapsl +92142ps/' +60/-65psf +60/-65psf z 43-118" HeaNSlll C6+2 C5+2 C5+2 Q+2 C5+2 C6+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 03«1 C5+2 C3+1 C5+2 C5N C5+2 C3+1 48' DLO Jamb 5 5 7 5 5 5 8 6 5 5 9 5 6 6 7 6 6 6 B 6 Width P-look 7 7 7 7 7 7 e 8 0 6 9 9 9 9 9 9 10 1 10 1 70 1 10 Design Pressure +601-80Pst +60/Aopsf; +Bo/-BOps/ +60165psf +54.1/58.7psf 40.1/6" HeaN561 CS+2 C3+2 C5+2 Q+2 C5+2 C3+2 C5+2 Q+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 54' DLO Jamb 5 5 6 5 6 5 7 5 5 5 8 5 6 6 8 6 6 6 6 6 Width P-hook 7 7 7 7 7 7 7 7 6 8 0 6 9 e 9 9 70 10 10 10 Design Plessum +S)/-BO psi +80/-80 psi +Bo/ -gap +59.1/-B4 psi +49.0/-53.7 ps/ SSi 11" Head/Sill C5+3 Q+2 C6+3 C3+2 C5+3 C3+2 C5 t3 Q+2 C5 t3 C6+2 C6+3 C3+2 G5+2 C5+2 C5+2 C5+2 E+2 C5+2 C5+2 C5+2 w DLO Jamb fi 6 6 5 5 5 7 5 5 5 6 5 8 -8 B 6 B 6 8 e Wltlth P4 oak 7 7 7 7 7 T 7 7 8 6 6 8 9 9 9 B 10 10 10 10 ' +I-IUO.0 PSF run nrvcntin brtv�ra D, t, a �. 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 m RISER IS NOT REQUIRED, IF SO, +DP'S SHOWN IN TABLE 2 MAY BE USED. Com•nroHTmicirts - 3) SEE BILL RISER TYPES ON SHEET 4. neiserULaTR1E5' 1070 TECHNOLOGY DR 4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS. N. VENICE, FL 34275 5) REFER TO ANCHOR NOTES, SHEET 1. (941)-4804600 6) 6EE SHEETS 1/-16 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A. jSHEETi FOR COMPLETE ANCHOR LIMITATIONS, THE MAXIMUM UP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUSTALSO BE CONSIDERED, SEE TABLE 82, THIS SHEET. # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED OF T PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT S TOTAL# OF ANCHORS THROUGH THE JAMB, 'motTHE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. FIG 1: OH LENGTH DOORASSEMBLIES Q INSTALLED WHERE THE i OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN m O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. Water-Umiled (+)Design Pressure SIII FBeer Nan. SI0 He'reht Max. (+) DP Allovetl None 1.11/16" Sae Note 42 2.112' +38.7 pat 43 311T -60.0 psi 44 4.1iRl' +60.0 psf 45 4-5fe' +100.0 pat PRODUCT REVISED as compbing with the Florida molding Code 110 - .. 17-0420.06 Ibmil.U.. Dole 041M412021 DLO WIDTH = MOM. PANEL WIDTH - 8-9116" DLO HEIGHT -DOOR HEIGHT - 11-V16" P°0p1Y LYN/y4!o PANEL HEIGHT =DOOR HEIGHT-2-1/2' `�`2'l�`:'JCENSF!!/-'y * No. 58705 VINYL SLIDING GLASS DOOR NOA (LM) 10105115 ; DP& ANCHOR QUANTITY TABLE �6 JROSOWSKI AD'•, N, � : �' NO CHANGES THIS SHEET. n8 04105/17 :, yt `P4onio�� c4� '' S/ONAL ECG `� r11N Pilo" ` SGD-557OF49FNTSTIJ anF 71 91 MID -5570.0 I1$ A AL "limp£ EXAMPLE: 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION - PXXX, INTERIOR MOUNT POCKET, 48' X 84" NOM, PANELS, LAMINATED, IS GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED:-48.21-58.6 PSF POCKET BY OTHERS, SEE NOTE S, SHEETS I EXTERIORNOTE: NUCTURALANCHORSNAY EADDEOWFIELOASNEEDEDTO LV RpLONTHEHEADORSIUIFA 9PLIC£ OCCURS WITHINA POCKET. POCKETDY OTHERS;SEE NOTE e, SHEETS I Q ,D BPUCE INTERIOR 1. _ CEM f MAX. OFPAN IANCNORAOE, SHUTI2 .C3'CLUSTER,_j SHEET 12 SEE POCKET.IAMB INSTALLASONON SHEET 6 Ir 4 9PUCE INTERIOR CENMRLWE OF INTERLOCK B' 1-.- L—CENTERLINE MWf.I I OFPANELI 25.YS'MAX 1- 12-ANCHORAf SHEET ENDANCHORAGE (MIN.1 ANCHOR) CEMERUNE OF INTERLOCK R SEE FIGURE BELOW FOR ADDITIONAL ANCHORINFORMATION. B• MAX. EXTERIOR v p_ GE. / yY/WCHGMGE,J -+1 Z6JI0'MP.I. Imo- 5- tl�T ARC SHEET II "vY ANCHGPAGE,Mm(. !� ARCH sHEETii 'Ga'CLUSTER, 'CB"CLUSTER, E%TERIOR SHEET II SHEET II ENDANCHOR0.0E 1T MAK 21.6- FRAME JAMB SEE POCKET JAMB (MIN I ANCHOR) MAX REQUIRED® INSTALLATIONON SILL ANCHORAGE DETAILS O.C. INTEMORPOCKETE SHEETS 1 KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 182 PXXX (3-TRACKI PRODUCTREV IBED pl In WIIM1 IM1e N^ritla FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF 6e1". �e�a +48.2/-58.8 ATA NOM. PANEL SIZE OF48"XW. FROM TABLE I,SHEET7,THE END PANEL ANCHOR EXCEPTION: xoA-Ne. 77.0420.06 DESIGN PRESSURE IS.0/-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER E.Plrxfl^u Dnte 04N4n021 PRESSURE REQUIREMENTS. TOBE3SBIS' O.C. OR LESS Oy FOR WOOD INSTALLATION USING ANY HeaNSil MH2 �} mmml-Da ro4uct ontr^l ANCHOR IN GROUP A (SEE TABLE A), TABLE Jamb 5 V 1 SHOWS ANCHOR REQUIREMENTS OF: P-hcak 7 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON:-CENTFAUNEOFENDPANFL 6 6'MAX HEAD(CLUSTER ANCHORS): SHEET I2 FOR THE"C3•CLUSTER ANCHORG AT oPT. nxcnoR THE INTERLOCK/ASTRAGAL. FOR SIL (SHOWN)ANO HEAD, ANCHORS AT THE To IPD IN HEAD(INTERMEUTATE ANCHORSL SHEET I2 FOR THE ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT MIDSPAN OF EACH PANEL. O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL(CLUSTERANCHORS): SHEET II FOR THE"C3" CLUSTER ANCHORS AT 25.T/8", OTHERWISE ANCHORS ARE NOT REQUIRED AS ``.`` 0 LYNA/1j11", ANCHORAGE ANCHORAGETHE SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE-.2 ANCHORS AT THE PER THE FIGURE ABOVE: 5�`�•��c rrsF M/��O' DETAILS DETAILS MIDSPAN OF EACH PANEL. Ne. 58705 JAMB: S ANCHORS, SHEET 13 3 FOR G. LAYOUT. VINYL SLIDING GLASS DOOR NOA ILIA) 6 10/05/15 _ * : Tt FOR PRODUCT REFERENCES, ALSO SEE: P-HOOK:7 ANCHORS, SHEET 13 FOR GENERAL - - - A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE & JROSOWSKI 40 �¢^ i LOCATIONS OF CROSS-SECTION DRAWINGS.tp� B) SHEET 10 FOR SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN coPmlmrt02orr PBnxovsTwes,rvc. ,� NO CHA GES THIS SHEET. iA 04/05/17 aTFs':P(oRID@.+'V�=� C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: NLnIGHrsaesExWn 8 ��OiS70NA....P D) SHEETS 4818 FOR HEAD 8 SILL: SHEET A EXTRUSION CROSS-SECTION DRAWINGS. 7070 TECHNOLOGY DR r7r111111"�� E) SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMD:SHEET3 N. VE1I480-L 34275 �94.OEl"I7BOO ALYNNMLLtEA,P£ FlSHEET 2I FORA BILL OF MATERIALS. P-Fi00K: SHEETS nT OFnMLI>°se 'SGD-6570� NTS � BOF 27 $ MD-5570.0 �$ A p£nSaTos 1.1/16-NOM. I- � 3I16'NS GLASS 311 S'IH9 GLASS r SHIP HS GLASS &16'/H9 GLASS �' 3/16"ANNCLASS T5 to .090'PVB .090",PY9, .090'SG 7116"AIRSPACE n ie 3/16'N4N GLA95 pAINTEDI HS GLASS PAINTED/ 3/16'H9 GLASS- Will'Y16"TGLA59 LAMINATED /�'IM1INATEO P LAMINATED PAINTED/ O v1 SURFACE 30 el — / SURFACE O AI -- LAMINATED B2 e] LAMINATED V/ SURFACE SURFACE a EXpissi i I a E%IEPpR I o- EMEGOR I a F%IERIOR / PRODUGTISEXTERIOR- I �I FRODUCTIS-EXTERIOR- I �I PROOUCTIS-EXTMIOR- I �I PRODUCTIS-EXTOUOR- I \I GLAZEPIF0008119 718 NOM. GIAZEPIF 080611S 71W NW. GLAZED IF haNDSt IS TV NOM. GUIZEPIFIN12VI9 7/8. NOM. TOWAR09 THE EXTERIORI I GLASS TOWARDS THE EXimpoRI D I GLASS TOWARDS THE EXTERIOR D GLASS TOWARD 3THE EMERIO0.I I GLASS I I BRIE I I DUE BETE O I BITE a OWarms,H I a wr�ae. I � x-,EX�OR I a rinzIi n PRODUCTIs'INTERIOR- PRODUCT IS'INTERIOR- I I PRODUCT IS 9.RERII PRODUCT IS'INTERIOR- I I GLAZEU¢E PIF060AIts I iB GP IF 98"1 IS 10 OIAZIS EP IF Na"IIs 7. GWEPIFUM I TB TOWARDS THE I 1110R. I TOWARDS THE INTERIOR.TOWM03 THE INTER Warms, I TOWAROS THE INTERIOR. I GEENOTE 3, B6 SEENOTE2. / 85 SEENOW2.. B6 SEENOTEZ 06 THIS SHEET TH59XEET THISSHa. TMBBHEET GLASS TYPE 1 GLASS TYPE 1A GLASS TYPE 2 GLASS TYPE 3 "ANN"=ANNEALED 'HS' = HEAT STRENGTHENED SRICDNE HOT -MELT Dorn. T=TEMPERED sTRucTURAL 1-1/16'NOM. 14N6•NOM. -'PVB'=.ODD'TROSIFOL®PVBIITrERLAYER KODISPACE B 48G TPS WITH DESICCANT a.. GLASS-V SUPER 18 SPACER®NXT'" SH6 NOM. SEAL BUTYL ROLL -FORMED_ SICCANT FOAM STAIMESS STEEL LASS EXT. GLASS-� `. INT. GLA9s DURASEAL® XL EDGE'" ,1 SPACER - �0 SPACER 3116'H5 &1P H5 GLA}S BY KURARAY AMERICA, INC. UIP NOM WO.OGV 'SG'=.090'SENTRYGLASO INTERLAYER 3/18'HSG]5 --SSTG-- to 311P HS GLA45 75 11 BY KURARAY AMERICA, INC. TIIGAIRSn 7° T/16'AIRSFACE n1°PRODUCT REVISED SHIFT G3/16'TGLASS a mp1]y1n¢¢wI1M1 IM1a Flvrltla Ba,IEn,Bo PAINTED/ LAMINATED B2 D 03 SURFACE O PAINTED/ LAMINATED SURFACE NOA-Ro. '17-0420.06 Expiration Data 04/14/2021 RMS PROOUOTIS"EXTE A PRODUCTIS'EXTERIOft- I GLAZED" IF 9828315 7/B"NOM. SirGLAZEV'FN82-83I7/B"NOM, TOWARDS THE EXTD I GLASS TOWARDSTHE EXTERIOR. GLASSI BRE BITEa INTERIOR p IMFAIOR FILLAREA GRODUCT L DPIF10Y1-83Siv ORWED-IF 082A350RIT TOWARDS THE INTETOWARDSTHE INTERIOONE9FAL HI M. SEENOIE2,eB SEENOTEZ 66 T6SSHEET GLASS T118 SHEET TYPE 3A GLASS TYPE 4 \\1\111111f1i "1 \'00 L1111 , I' NOTES: 1) BACKREDDING SURFACES SHALL LDENSF'•. C( p': 0 NOT BE PAINTED OR LAMINATED, 4 VINYLS IbING GLASS DOOR NOA (LM) g 10/05/15 .13 j Ty r' No. 4706 I ' *1 ASS1 2) PRODUCT MAY BE EITHER INTERIOR OR EXTERIOR GLAZE[ GLAZIN DETAILSS JROSOWSKI =01,CiY •f(7' PROVIDED THAT THE 'HS" SURFACE ® ccarmoxremnpotmmwma..... ALLmoHts RESEBVFn . NO CHA GES THIS SHEET. �� 04/05/17 =A0'.�.5`t 1EOFl.,: .(� RtGRID?:• \�: --...... OF A LAMINATED GLAZING UNIT IS 1070 TECHNOLOGY DR i ae%6y. F3 G� TfiY/ONAL EN A°� ADHERED TO THE GLAZING LEG. ' N. VENICE, FL 34275 !fill nt\\\ (941)480-1600 SGD-5570� NTG 10OF21 gg E§ MD-5570.0 �4 A A.LYNNFILLER PE. CDRT.OFAIURlQaPo P.EA.. M SILL CLUSTER ANCHORS LAYOUT: ASTPAGALOR INTERLOCK CENTERLINE 4" EXTERIOR 2-TRACKMMPER'CA ANCHORLOCATKNS CERTERWE 4' EMERIOR 3-TRACKCW0ER-' - ANCHORLOCATIONS ASTRAGAL OR INTERLOIX CEMERLNE 4' EXTTEjRIOR — 3.22" V 4TRACKCLUSTER 'C3'ANCHORLOCATIONS AITRAGALOR INIERLOCK 11I9pj�L�t CENTERLINE 4" E EnRI�OR V 1-11RACK CLUSTER "NOR LOCATONS / MGALOR wERLOCK 4" CENTEPLINE EXTERIOR 3.22" V bTRACKICLUSTER"CS ANCHOTILOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, 2) TRACK -TO -TRACK DISTANCE IS 2.375" 2.375' FOR ALL SILLS: I / 4" 4-TRACK CLUSTER ". ANCHORLOCARONS PANEL CEMERLINE EX�E7�1RIOR Cj 1-TMCKIMETRIEONIE •rf ANLHOft WGAmON PAW - EXTERIOR CEMERLPE EXTERI�IOR 15 3.TRACK INTERMEDIATE --I-ANCHOR LOCATION PANEL CENTERLINE EXTERIOR `J 2-TRACKINTFRRED[ATE ' YANCHORLOCATIOW CEHIEaim 4' TEERLIO R 3.2 \/ 3-TRACKINTERWEOIW Y2'ANCHORLCCATIONS P NEL CEMERLINE EMERIRIOR \/ 2-TRACK WTERmIXATE ' 3'M'GIMIOGTI0N3 4- 3-TRACK INTERMEDIATE '43-ANCNORLOCATIONS CF.NTERLPIE 1:1111[FLWt ..c.",cw..c 4" R�-TE'RyIOrs EXTTETRIOR �}EM�TETRyIOR 3.22" 4-TRACK INTERMEMATE 4 RVkCK IN rERWHATE `D 4-WCKINTERMEmATE 'al' ANCHOR LOCATION •r2•ANCHORLOCATOW '+3' ANCHOR LOCATIONS NOTES: PIAJRE3PEATAINMiNEFGLLO P. 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. IMEII'.EnIMFANCHOHICGTHIH9: 2) TRACK -TO -TRACK 2.375' DISTANCE IS 2.375" FOR ALL SILLS: HPaN561 1 PRODUCTERYISED `LiDN1� IIN''/j TKO DIS Pmaez �� y LYNN Jamb 5 No".. 17-0420.08 P-b0ok 7 EAPlmelon oat 04/14/2021 No. 58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 0 1 ANCHOR LOCATIONS A A' JROSOWSKI Are o7 /0Qj mEs,wc NO CHANGES THIS SHEET: 04/05117 PAA O AS7 NAL ?L` 'DR y® A AIIIIIII�i :7S vR Ui C Ji A A. LYP.EY 69TOS P.E SG0.5570� NTS ! t10F 21 0� MD-5570.0 HEAD CLUSTER ANCHORS LAYOUT: ASTPAOALOR INRRLOCK 4^ CENTEPUW EX�IETRIOR v 2-RMCKCWRTERC ANCHORLOCARCUS ASTRAGAL OR INTERLOCK CQA UW 4° --3.22' �j 3.TMCKCLUST nw ANCHOR LOCATKNS -M-ANCHOPLOCATONS ASTRACAL OR INTERLOCK 4° OENTERM EXiIE'TR10R 1 1 3.22" v ANCHOR LOCATIONS ANCHOR LOCATIONS CENTERLINE 1/ 4' 1TMCKCWSTM'CT ANCHOR LOCATIONS ASTRAGAL OR W RLOCK— CF RLINE ' NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TIS RACK Bq� DISTANCE IS ANCt2.375* FOLLHEADS: 4-TRACK CLUSTER 'CO-ANCHORLOCAHONS HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CURERUW EXTERIOR 15 2TMCKIMERMEDIAIE ° 1' ANCHOR LOCATION PANEL CEN=LNE EMERIOR I� XTMCK INTERMEDIATE v •N'ANCHORLOCAEON 4TMCK INTERMEDIATE •H'ANCHORLOCATION PANEL CENRiRLINE 4° E%II�E�1IRpft v 2-TMCKIN MIEDUTE 12-ANCHORLMMONS PANEL CENTERLINE 4.75° EX ERIO �. STMCKIMERMEOIATE v '-2-ANCHORLOCATION9 wo VINYL SLIDING GLASS DOOR NOA 4TMCKINTERMEMAT 12' ANCHORLOGNPONS PANEL 4v CENTERLINE E%TElR1IOR �/ 2-THACK INTERMEDIATE '.3-ANCII091-OCARONS P NE CENTERLINE Av EXTERIOR �+ 3.22" L .--PACKORLOCEWATE v •J'ANGHOR IODATIONS 0.TMCKINIERMEOIAM'-3' ANCHORLOCAMNS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2.376' FOR ALL HEADS: III ANCHOR LOCATIONS B I)tj J ROSOWSKI III NO CHANGES THIS SHEET. I aAJ04/05/17I NTS 11 12 OF 21 PRODUCT REVISED EVISO.���ONY LYNh KOA-NeRR. NDA-. 17.0420.08 P PlmOaa Oate O41l1 J *. No. 58705 P-HOOK ANCHORS LAYOUT: OPT. ALI OPT. ALI_....._... NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-NOOK. * u Hoawsm C3a1 Jamb 5 P-book 7 JAMB ANCHORS LAYOUT (PARTIAL VIEW): —"y IH 1r—'2.375" —^I 4,76" 21.6" 1 H 21.6" MAX MAX. O.C. EMERIOR D.C. EXI'ERIOR 6' 6" MAXI MAX X T 2-TRACKFRA AME 1 3-TRACKFRAME JAMB ANCHORS JAMB ANCHORS JAMB I JAMB I�(3) WEEP NOTCHES PER END @ 1-X.500" (3)TRACK WEEP HOLES EVERY 24" @ 1.125" X .190"; (1) WEEP NOTCH EVERY 24" @ 1.376" X .600" �ul�1t11��r� 7.126" L 21.6' MAX. O.C. EXTE ET LIU 5" MAX. i 4-TRACK FRAME JAMB'ANCHORS WEEP N( R END @ (6)TMCK WEEP HOLES \\ EVERY 24" @ 1.125-X.1 90% (1) WEEP NOTCH EVERY 24- @ 1.376" X .600" SILL WEEPHOLE LAYOUT (2,3 & 4 TRACKS) SLIDING GLASS DOOR NOA (LM) JAMB (1 EVE (' 24" @ 1.375" X .fi00" Hmg. Jemb 5 P4mok 7 NOTES: 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK (SIMILAR TO THE 2-TRACK JAMB) AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. IN CASE OF AN ODD NUMBER OF ANCHORS, THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR. J ROSOWSKI ICI NO CHANGES THIS SHEET. 149104106117 1 NTS 131 13 OF 21 1.-41 MD-5570.0 PRODUCT REVISED pt Ing with the Flonaa ii.,ld g �oae NOA-No. 17 0420.06 E.Pbatlon note 04/14/2021 *, No. 58705 �_0 '. ST TE F b.. I I HEAD 90e CORNER CLUSTER ANCHORS LAYOUT: 4' _TERIOR T-TMCK 00•CDRNER •EWHERHORLOCPECI (U9E NMERE'CS' 19 SPELffIN) II II II IIA 4" 1TMCK 00' CORNER 'G•ANCHURLOGnOF6 (USE WHERE'CY IS SPECIFED) I 4-TMCK W'LORNEfl R •Cq'ANCIIORLOGnC IUSE WHEHEC]' IS SPECHIIFlEO) HaedI310 C 1 Jamb S P-hook 1 4- -RIOR 2-TMCK AO.On 'CB'ANOHORLOG,,TIO TIDN$ V (USE WHERE'LS IS SPECIFED) 3-TMCK OD'CORNER 'CO'ANGIORLOCArom (USE WHERE 'CV ISiSPSC(FEQl I 2TMCI<00'CORNER E ERIOR 'G' ANCHOR LO(ACONS (USSEWKEERE'CSISSPECIF 1) P H R 1 I 3-TMCK00-CORNER E ENOR Te ANCHORLOCAMONS �1 QIFSE NHERE'CY IS SPECIFIED) fl N R R 1 4" 4^ I 0 4-TMCK90-CORNER=XIelU01j EXTERIOR CWANCHCRLOGTIONS 4-TMCK 90'CORNER (USE WiTERE'C5'193FECIFlEO) 'C4'ANCHORL=VCNS UNEWSERE'GYISSPECURED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3) TRACK -TO -TRACK COPS ai DISTANCE IS 2.375° V2.375- 2.315° —All 1070 TEi FOR ALL HEADS AND SILLS: N. VEb (94 kRi. 4" P F 1 I 2-TMCK80'COWEA b3';EK R LOGTION9 (US N EE-WHERE CEXiER10 S IS SPECUIET!) R N 1 I 34MCKW'CORNER EXTERIOR 'W'AWHORLOGTION5 v (USE WHERE TS' IS SPECPED) F F R H L FOWE9 xmAwro THE fAIOWMOPo'4011.E0.3YL ANOON LCLAFIIwS 00° HeeNSlll Jamb 5 P-hcok 1 7 PRODUCT 9REVISED 0e11Eleg lCe"eewith the Florida NOA-NP. 17-0420.06 exVl®non Date 04/74=1 - No. 69>05 .,v 9: 7 A= EXTERIOR_ "'S;ONAL ON�lo 4-TRACK W LORNEfl CB'ANCHORLOGTIONS IUSEWHERETT SPECIFlED) A, IYNNMItIfRPE P£8:9 .S 9 VINYL SLIDING GLASS DOOR NOA (LM) 1010511: ANCHOR LOCATIONS 1ii JROSOWSKI we NO CHANGES THIS SHEET. AA 0410611T n D �o I SGD-557OTi NTS ] g4 140F21 MO-5570.0 �1 A HEAD 135a CORNER CLUSTER ANCHORS LAYOUT: SILL 136a CORNER CLUSTER ANCHORS LAYOUT: o REw nrvawnLDc+naxs: 135° 4 4' 4" 4° HaeNSiO 1 �flyOR 3.22" EMERIOR 4 E% IRTOR q, FMERIOR -hook 7 2-TMCKIWOORRER " 2-tMCKI3GCORIRR 2TRACKIWWRRER V 2MCKIWCORKER .U.M'CHORLOLAMW TVANCHORLOCATION3 G'.CHORLOCAVUNS Yfi'NICHORLOGTIONS (45ENAERE'GTISSPEGFlEO) (USEMERE'CSIS SPECIFIED) (WEiNHERE'OYIS5PECIFIEO) (WEN MERE Yn' IS SPECIFXD) ANq^NIX 4" 4" 'PRODUCT REVISED Qt a 4" as e0mPlyyingg wtin tbo RlaTTda Bulldin0 Cotlu NOA-No. 17-0420.06 4' Expiration Data 04/14/2021 EXTERIOR EXTERIOR I EXa_ ERIOR �t_ 1I� 8 i 3.22° V 3.22" V FAiam -oa entro }1MCK 1ST COPNER }TMM 1a5' CORNER }TMCK (%•CORNER }TMCK ISSCORNER 'U'ANCIIDRL TiONS 'U'ANCHORLO(AMNS 'G-ANCHORLOCAVOlEi C6'ANCHORMCATIONS (USEWHERE' 'ISSPECIRED) (USENMEREYSISSPEC6@DI (USE%RERE-CT66PECIRED) (WEMERE' MSPECIFlEO) 4-R K1W CORNER 'CC'MICHORLOLATIONS (USE WHERE'L3'1960ECIFIEO) 135' Headl8ffl 1 It I amb 5 P hook I 7 0�4- 4TMCM I35•WRNER V bTMLK 1]5'COIWErt 'CAANCHOALOMiXINS 'G'pNCNOR LOCAl10NS 4E WMEREYSI66PECIFlID) (USE WHERE'Ca'ISSPEGFlED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3)TRACK-TO-TRACK pmx DISTANCE IS2,375"DSAN (� 2.375" 2.376" FOR ALL HEADS AND SILLS: I11TL�� v N. VENICE, FL 34275 III VINYL SLIDING GLASS DOOR NOA (LM) `4 10/051W ANCHOR LOCATIONS E 5 i� J ROSOWSKI NO CHANGES THIS SHEET.�04/OG/17 NTS lgl 15 OF 21 a81 MD-5570.0 bPBCE_ LDaAnaN q' T]Ir�P 1 EMERIRIOR 11 3,22" 2TMCKSPDCE -CA'ANCHORLO mm IUSEWMERE- USSPECUIED) 6PLICE LocnnDH 4 75' EMERIOR 4" I-1 3T CKSRUCE V 'U'ANCHCRLOCAnONS (LSE WHERE'CT IS SPECIFIED) 4.76' I-4' 'T CKSPLICE 'G'ANCHORLOCATl0M (USE MERE'GT IS SPECIFIED) ' Heedl6il C3 1 Jamb 5. P41apk 7 SPLIC Lj!][F�L� LOCATION 4" lIO EM�Ej�RIOR 3.22" l/ 2-TRAG(SPLICE MCHORLOCAnON3 (USE WHERE CS IS SPFcom) 4' 1 —4 1- S-TRACKSPUCE 'CMERE-WISSPIONS (U6E WHERE'C6' Ib SI'ECIFD:O) -WMCI roRLCC TIO S (USE WHERE TT 13 SPEC6DD) SPLICE LOCATON y 4" EME bOR I1 (SPLICE AFIWO V YA'ANCNORLOCATIONS (IiSE WHERE'CT IS SPEGFIED) 4-TMCKSPLIM 'CA'MCHORLOCAnONS (USE MERE 'Cr IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 0. 3) TRACK -TO -TRACK 17I�� DISTANCE IS HEADS AN t)„ 2.375' 2.375" DISTANCE ALL 132.3 AND SILLS: f1(jtLE` 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. SPLCE LOCATION 4•. 2dMCRSPUCE -MAN ORLOCAnam (USC W HEHE'C5- IS SFECMED) 4' S-TRACKSTICE W,kFICHORLOCATIONS (USEVMEI TVISSPEGRED) aTRACKSPLICE WANCHORLCUTDNS (USE MERE Tr IS SPECIFIED) Heatl/SIA 1 iamb 1 5 P-Ilwk I 7 PRODUCT REVISED oa cemPlYing MtN the M ldR ONlldinp CooJdee Npu-NO. 17-0420.0E GPimtlon Dete 04/14/2021 aJ111lvnni N )} i No. 53)OS �9 vl'U�.r A LYNN MILLER, M PAA 58705 VINYL SLIDING GLASS DOOR NOA (LM) I� 10I /O5/1; ANCHOR LOCATIONS I I ad JROSOWSKI NI NO CHANGES THIS SHEET. 14N I04/05/17 1 NTS I1I 16 OF 21 1931 MD-5570.0 H PANEL'S RIGHT STILE TYPE PANEL TYPES SINGLE INTERLOCK SINGLE INTERLOCK Fl%EO LOCKRnLE ASTRAGAL ASTRAGAL OWSIOEOW ASTRAGAL INSIDE OG• g9TMGAL OUi910E 1B6• gSTMGAL INSIDE fae' ASTMGAL INTERIOROR OUT IN "LE WINAIOIE BOOM Box IN nec5l t RECEIVER RECOVER RECEIVER EIRERMRGIAZED RLSINGLE GITER E F PP K L L TC TA TV TW OUf Ieaxov0 PmM IMpLW B H P A C C SC SA SV SW W IN �Rwwm GIN a } r FAG smE RR R S I.aram S nas'M FC FD FV FW J LOCNSTILE D M J J W MNOLE PoxaR, IBPNM F- In ASTMGN LR T U LL U. BO%GUT �aPn AS MLUL A! �V T U W J BOK IN = ADS MG L RE �,L CT CS CF z i5oIVER AT AS DF a RECE ` OU AGTMGARAGA L VT �+ VS VF RECEIVER IN.,B3• AGTMGAL WT WS WF RECEIVER LEFT RIGHT PANEL PANEL STILE - STILE PANEL TYPE 'F' SHOWN. SCREEN PANEL TYPES C INTERLOCK E_I'vn/.n^�_.i ASTRAGAL WULOGBIE M LOCOTILE L_....v..v.�I WTFAK JLOCKSmE ASTMGAL SD SEIIM GERLO I L�..j IMRIMC INTERLOCK MUBLE A INTERLOCK U N.d Locmm E UA RAWL LOcmnw 0 UBLE DS�1 INERLOCK IMsERwGLOtECK PRODUCT REVISED qa comPlVlnG 1th the Florlda Bo xo"q-xg. 77.0420.06 PANEL NOTES: ,...... N,N� 1)SEE DP/ANCHOR TABLES I& 2. SHEETS 7-S FOR PANEL SIZES B DESIGN PRESSURE. �ICExFF`�l�L 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE 3 VINYL SLIDING GLASS DOOR NOA(LM) 11 110/05A5 �Tp-+ No, 587.5 *C NOT AVAILABLE. p = A t d PANEL TYPESb II ROSOWSKI -v �'%'I ) O �� �` 3) MAXIMUM NOMINAL PANELWIDTH FORALL PANEL CONFIGURATIONS IS 00". -� {•(V O STATE wprRiwtmson PBnxsusmles,wc i NO CHANGES THIS SHEET. iA 04/05/17 �-oLgs•;eLawoP 4)PANELTYPEMAY BE EITHER EXTERIOR(STANDARD) OR INTERIORGLAZED, BOTH AURIGMSResamEP D70 TECHNOLOGY TYPES QUALIFIED BYTHIS APPROVAL, SEE DETAILSSHEET 10. 1N. VE ICE. FL 344276R �� �'hS��NAL1ENa`� (04101AU.-00 SGD-55TPl NTS 170F21 u� MD-5570.0 2 A ALYNN MILLER PE L£RT.OFM041300 _ P.NMlLLE5 Y. 5.875 540 291 O81 I-L 10.035 ^j 125 r--.650 O o i o .700 pg .600--.930 ❑ ❑12 O OI❑-II 111.6``81 '(� 002 1.928 ��- .100[,D][��- UOU�1 FRAME SCREW /'� .301 INTERLOCK CAP, 1O 2 TRACK HEAD/JAMB ©4 TRACK SILL 7OCOVER(PVC) O ANCHOR PLATE I' O9 TRACKINSERT ,0 EXTENDED POCKET )�-8.250-y 8.250� 100 9 ❑ ❑.10D ❑ �3 6Q��® o _�' O3 TRACK HEAD/JAMB 03 TRACK SILL 000 o�S-( 100 ❑ ❑ ❑.100 ❑ o ©4TRACKHEAWJAMB O2 2 TRACK SILL 1.670 I--- ff.30D 4120�'-.182 - 1.595 �-�- I �� 8A00 .110 L•- -.4 ~'1� .120 I+.18', ® BOTTOM TCP,BOTT OM©EINTERUCCKAGO AND STILE AND STILE REINFORCEMENT, @ REINFORCEMENT, REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY 09IUFrlP0FMFNT 1.472 - 126 3.209 125 2.176 070 @135-CORNER @135-CORNER ASTRAGAL PASSIVE MOUNT w9491.000 252 062 .435 � r H .062 T jj OBOTTOM RAIL @OUTER SILL SUPPORT COVER 540 '-.540 2913.0 .fi20 -�A+ .600 7H0 �I`.082 XTENDED 18 KEEPER �/.062 �l�KEEPER BAR COM .309 2.696 125 070 V.3 2 2.210 09.075 0 :�j � r �-2.710- .100 .NT QEXTENDED POCKET INTERLOCK ADAPTER INTERLOCK ADAPTER 3.326 .Ofi0 3,713 +.000 .048 1.500 3.247 1.170 I-`-.229 ,I[� ®135' CORNER ASTRAGLCAP, @ASTRAGAL CAP, �CORNER ASTRAGAL EXTERIOR INTERIOR I 231 060 L� 1AH3 j LTI� GILL TRACK 13 COVER 094 229 -.081 2.075 075 1.486 © REINFORCEMENT BAR FIXED PANEL CLIP ----1 2.0613 (- 1.983 06D @ P-HOOK ADAPTOR YANhLJIILt, UY ©ASTRAGAL ADD -ON AND BOTTOM RAIL -•-3.345 NOTES: 919 1)6EE SHEET FOR SILL RISERS. 3.346 y .O6U .065 p 2) SEE SHEET 20 -1-^I I+-.919 FOR SCREEN PARTS. 90'CORNER 90°CORNER 3) ALL DIMENSIONS @ ASTRAGAL CAP, OASTRAGALCAP, IN INCHES. EXTERIOR INTERIOR R * 782 1125 l2.141 ,1 329 REINFORCEMENT PLATE "ICI---2.838 2.0173 �9 100 L llil ® INTERIOR JAMB COVER PRODUCT REVISD p1YIn0 wI1M1 lM1eEFlorltln emmm0 cmo NDA-Na. 77-0420.08 Erylrafian Dale 04/14/2029 12 -! 912 .210 .252 -� .173 -� No. 68705 .065-� r _ Lt VINYL SLIDING GLASS DOOR NO (LM) 10/05/15 - t( 1.261 .062 1.281 1.261 r1261 1.201 EXTRUSIONSJROSOWSKI"O�( ®0 Tryfi•• � @ 7N6• @1-V16" I B3 1-1/15" I ®13H6� mmalDvraxon vorwowwl�s, ixc. NO CHANGES THIS SHEET. a�� 04105/17 SQUARE BEAD BEVELED BEAD BEVELED BEAD OGEE BEAD OGEE BEAD nu.RIOHla Rc ERZ S 1070 TECHNOLOGY DRONALIF 1 N. VENICE, FL 34275 (941)A80-1600 ISGD-5570i NTS III 10OF21 ?1 MD-5570.0 100 A ALYeaemvn INTERLOCK EXTERIOR l INTERIOR CLIP COVER �1�'%� \ NOTES EXTERIOR INTERLOCK 4 TRACK CCryI \ I mREINF. PLATE 1) DETAILS 2) SEE SHEETS 1116 FOR ANPLY CCHOR LOCATION&SP FIGURATIONS. `JLLONY LYNN "' BOTTOM RAIL oL 810X 3)SEE TABLES1& 2 FOR REINFORCEMENT REQUIREMENTS. �•'��'.�a..... . PORT SUP2-112' SMS 4) CONTINUOUS ANCHOR PLATE, ITEM 08, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. (2)lH0X 1`SMS h Y VINYL SLIDING GLASS DOOR NOA (LM) �10/OSN$ _* No. S&705 *C THROUGH SUPPORT, e%g *_ INTO PANEL PANEL ACCESSORIES INSTALLATION 5� JROSOWSKI Q: a� 1H0X ASSEMBLY L-ff— iAO,� •, sfdre �� W, 1-i/2"SMS r'74 INTERLOCK5ILLRETAINER ALL PANEL CORNERS ' ccaveloxrozonrmrvousmies,w¢ � CORRECTED#O6 �� O4/05/17 '�tns'•• CLIP ATTACHMENT WELDED, NOASSEMBLY 7070 TECHNOLOGY DR �� 2i,YONgLEN�`x "I r N l l l l � INSTALL ONE ASSEMBLYAT EACH INTERLOCK FASTENERS N. VENICE, FL 34275 (941)480-1600 6 1� LL++ NuERP.E, pSGD-5570� NTS q 19OF21 3$ MD-5570.0 �£ nLrNw A serss I BOX SCREEN DETAILS: VERTICAL SECTION EXAMPLE HORIZONTAL SECTION EXAMPLE HORIZONTAL SECTION EXAMPLE .675 I+ .875 pl 1— 1.020 T.4 r-- 1. ,.9L DB2 ,.993 0 0 2 8174 062 10CP RAILEEN +a+LBOTTOM RAIL BOX SCREEN +o�S DE RAIL VEN I IA20SI I--- If.055 3 !'. 1.373 1.87283 L 1.833 BtmOX . BOX BOXSCREEN +SCREEN SCREEN I +os OXO INTERLOCK SNAP -ON ASTRAGAL BUG FLAP ADAPTER 306 � 050 .48 1 1 1 —"11'497 1.51� OJ OB0 +os ASTRAGALEN : SCREEN 1p1 LLADDON BOX SCREEN M12AD +08AND JAMB A D0.ON ADAPTER STANDARD SCREEN DETAILS: VERTICALSECTION EXAMPLE 34275 HORIZONTAL SECTION EXAMPLE NO az +a+ 121 In HORIZONTAL SECTION EXAMPLE I 2D27e H�qi e y so --r.- .050 .045 TEEN 1zI SCREEN la SCREEN OXO S1DE RAIL, ASTRAGAL -MF, LATCH ADAPTER PRODUCT REVISED hIn IE5 the Plo+itln Bmialnac r y+I 1.435'. 25 1-� HOA-Na 17-0420.06 6$ I 782 I eaPlmOon Onto 0411412021 +y+SCREEN VINYL (zt FRAME SILL SCREEN ASTRAGAL ADAPTER ADD -ON NOTES: 1) ALL DIMENSIONS IN INCHES. SLIDINGGLASS DOORNOA (LM) tONSNt J ROSOWSKI NTS I�I 20 OF 21 IR$I MD-5570.0 +} N. 58705;r A # Part# Deecrlptlon Materiel 1 1W01 2Ilack Hrial orb Rigid PVC 2 18002 21 SIII Rigid PVC 3 19026 3Tmck Haed'Jemb Rigid PVC 4 19028 34m0611 WgId PVC 6 191 4-Track HeaNJamb WgId PVC 0 1028 4-Track Bill Rigid PVC, 7 19009 Frame Screw Corer Rigid PVC 8 19031 Anchor Plate 6053T6AWm. 8 180V Tack Insert 60637810um. 10 19084 Inmdock Cep - Extended Pocket Rigid PVC 11 1036 Bottom Rail Support 606370 Alum. 12 18008A Color all Corer 600&T6Alum. 13 1WY1 all Track Cover Rigid PVC 17 19032 P-Hook Adapter 608&TBAlum. 18 19020 P-Hack 6063T6 Alum. 19 1W471v! Extended Keeper W83TBAIum. 20 19028M Keeper 606&718AIum. 21 19014 Reatarcement SorCoxer Rigid PVC 22 19030 Reinforcement Be, 8006-TSAlum. 23 19037M Fixed Penal alp 8083.76A1um. N 19035M Reinforcement Plate 8U83TBAIum. 25 19017M Top Rail, Bottom Rail and Loclatile Reinforcement 6006-J6AIum. 26 19046 Composite 27 iW18M Inf¢dock.3W Reinh¢emwl, Sid. 6005-T5Alum. 28 16013M Intedock.400 Reinfenemenh HO WDS.TBAlum. 29 16019M Astragal Reinforcement W0&TSAIum. 30 19083 Extended Packet Interlock Adaptor 6083-TSAIum. 31 19005 Intedack Adaptor Rigid PVC 32 1W08 Asimgel AddanWgId PVC 33 IN04 Panel Stile, Top'Bortom Rail Rigid PVC 34 1N40 Interior Jamb Corer 6063-TB Alum 35 1907B 135' Correa Astragal 606MMAlum. 38 19077 135- Corner Aslregal Posoluo M aunt 6063-'EAlum. 37 10079 135°Cxxne, Aelmgel Cap -Ext. WgId PVC 38 19030 135' Comer Asimgal Cep - let. WgId PVC 39 1W78 90-Corner Aetmgel DeW.I6AIum, 40 19081 BY Weer Aslregal Cep - Ed. Rigid PVC 41 19082 N' Caner Aslregal Cap -Int. Rigid PVC # Pert# Description Material 42 18035 SIB Riser-(2-0/T') 60831E Alum. 43 llr 2 SIII Riser-(3112") BOB3T0 Alum. 44 1902M SIII Rieer-(4-111W) 6063'18AIum. 145 19024A SIII Riser.(4618") 6083T6 Alum. [W 716609W .187" x .329' Flnseel (Stile) 161 71 W6K i-1/2' x 1"x 34' Fin Seal Oust Plug 162 71690 Oust Plug low 419041 Irarlock Clip Carer PVC '01 78163X Tandem Roller Assembly SS i82 78153N Tandem War Assembly Nylon 63 7W5FPTX 1#0 x 314" Ph. PH SMS Q Roller 6 Relat as 64 419042 Ilearn. Header Block Nylon 65 48062 1 Roller Adj. Hda Plug PVC 66 44365 14 Hale Bumper Slop PVC 67 70X114FPTX #6x 1-114" Ph. PH SMS ®Bumper Slop 65 6s 71696G SIII Plug PVC 69 76185X Gemini MONes Lock /long Tdm plate steel/Ss 70 710321 1082x 1- Ph. PH MIS @Lear SS 71 xadae Handle Kt Ca In2nc 72 19064 Interlock Retainer alp Nylon 75 Kommedias 4SC TPS Spacer System 78 Clumax Super Spacer n%r With Hot Melt Butyl bee Sheol 10far 77 Ouanex Dumseal Met¢Iiab 78 Cardinal XL Edge Spacer 79 Dow Coming 995 or GE-77N Beckbedding &Nicene 80 19090 7/16" Square Bead Rigid PVC 81 7119' Beveled Read Rigid PVC 82 19044 1-1/16"Beeled Bead Rigid PVC 83 19045 1-1/18" Ogee Bead Rigid PVC 84 iaule 1-3116"Case Bead Rigid PVC 66 77726K Setting Block III x 4"x1/16", 86+/-5 dum. Neoprene 88 71726K Setting Blwk 1"x 4" x 1/1s', e6+/-6 duro. Neoprene 90 781PSTX #8 x 1" Ph. PH SMS ®Freme Assembly SS 91 70M14PHPT41OX IN 1.1/4"Ph. PH SMS @III Bar SS 0 71OXlPHPTlMX 1#10 x 1" Ph. PH SMS @ Rail Support as W 710X11SPPX #10x 1-117' Ph, PH SMS @ Ford. Pat. Clip SS .94 7= 2.6PHPT1&SX #10 x 2.1/2' Ph. PH SMS @ point PlelalAst. SS 95 71420) 2.25FPFX #12 x 2-114" Ph. PH SMS @ Hit. Block SS 98 710M.75PPX #10 x 1-3/4" Ph. PH SMS @ At. Mount 65 97 71OX34PPX 1110 x 3/4" Ph. PH SMS ® Ext. Pk6 Inl, as e6 710X2PP% #10 x 2' Ph. PH SMS ® Keeper SS # Pert# Description Material 100 12266 Box Screen Top Rell W63 T5A 101 12257 Box Screen Bottom Rely 6063 T6 P1 102 12268 Box screen Side Roll 6063 T6 At 103 U428 Box Semen Intedack 606376 At 104 17347A Box Screen Snepan Bug Flap 6083 T6 Al t06 64346 Box screen OAD Aabagel Adapter 61 T6 At 1W 17349 Box Screen Astregel Adapter 6083 T6 AI 107 1W39 Box Bar. Frame Sill Add car 6063TSAI 106 1DOW Box Screen HeadVamb Add -on 8063TSAI 109 72MX 01420x 1"MS@Top Emil SS 110 72OX112X #14-20 x 1-1/2'MS Q Bottom Fail as 111 717M Wetp,.270'x. 160'-Fin Seal 112 618WI4 Wstp,.1BT' x.607@Bug Flap 113 7SRAZ Standard Railer hlylm 114 7SRAX HDRdlar 39 116 varlet Screen Locking Hard.. Steel 116 419053 Screen Keeper Steel 117 70XIPPA Mx 1" Ph. PH SMS Steel 118 189273/4 Screen Spline -dW"9.166' Vinyl 110 1816C211 Sateen Cloth Fliselmse le.1 F F' STa NnAcin Sr`RPFN P. part Description Material 120 12033 Screen Forma Rail 8063 T5 All 121 12026A Screen Freme- Side Rail (Latch) 6063T5A1 122 17363 Screen Om A6lragal Adopter 6063 TB At 123 4553K Screen Vinyl Aamigal Adapter WgId PVC 124 190128 Forms Sill Screen Won 60113 T6 Al 125 6FP95K Bug Flap, W # 5 dum. Vinyl US 78Xl12PSATS 48 x 1-117 Ph. PH SMS (Assembly) SS 127 712027 Corns, Key Wheel Assembly (Standard) Wier 128 712027SS Career Kay Wheal Assembly(HD) as- 129 vales Screen Looking Hardware Sleet 130 ]10Xi4PPS0AX #10x 3/4' Ph. PH6MS @Sateen Act. SS 131 78X72PPSMSX #8 x 1/2' Ph. PH SMS ® Door Ast. SS 132 1692/314 Screen Spline-.14T Vinyl 133 1 1816020 ISomen Cloth Fibemlasa g VINYL SLIDING GLASS DOOR NOA(LM) O ��if 10/05/K((�((����J � PARTS LIST �&' J ROSOWSKI 0 icmosan Rannousmies,mc sR NO CHANGES THIS SHEET. JU104105117 PRODUCT REVISED plyln6 with the Florida ealiain9 CCaEd x`x�ONY LYArN nDA-Inv. 17-0420.06 ` 9.....UCENeE E.pimll-re 0 4/14/2021 T' No. 58706 mYa w^ _ NOTES: IWO TECHNOLOGY UK I as 1) ITEMS 014-16. 46-49, 53-59, 73, 74 & 87-80 & 99 ARE NOT USED AND ARE N. VENICE, FL 34275 941 480-1600 g a LYNN MI NOT PART OF THIS APPROVAL, (_ F.._. ,-. CSGD-5570g NITS �21 OF21 Igil Mb-5570.0 $ A I Real