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HomeMy WebLinkAboutNOASCANNED BY St. Lucie County M®�E MIAMI-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 OF ACCEPTANCE (NOA) www.miamidade.¢ov/eeonomv PGT Industries, Inc. 1070 North enice,FL34chnology 2e FILE, COPY. North Venice,FL -{�, SCOPE: �2 1 t�` IZ��—� ig 33 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed, by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality'assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the'expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR-5510".PVC Horizontal Rolling Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD -I R5510-01 titled "Horizontal Roller - LM", sheets I through 18 of 18, dated 05115115; with revision B dated 03/27/I7, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E, bearing,ihe 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. I • RENEWAL of this NOA shall be considered- after a renewal applkation 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 lieen 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. MIAM4DADE COUNTY NOA No. 17-0411.08 ` Expiration Date: September 24, 2020 f 3 11 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. MD-HR5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05115115, with revision B dated 03127/17, 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 Edg6m 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.16-0714.17) " .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) WaterResistance 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 underNOA 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 EntryTest, 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 byIdalmis Ortega, P.E. (Submitted under NOA No. 15-0903. 10) Jorge rV Plasencia,P.E. Prp nct 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 (coNr mm) 4. Test reports or: 1) Uniform'Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test peir 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 Idahnis Ortega, P.E. (Submitted under NOA No.15-0903.10) C. CALCULATIONS • 1. Anchor verification'calculations and structural a nalysis,'complying with FBC-51 Edition (2014), dated 08/28/15, prepared+ by'inanufacturer; signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-0903. 10) 2. Glazing coinplies 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 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 09115116, expiring on 04/16/20. Jorge M. Plasencia, P.E. Prp net 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 SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t° Edition (2014) and FBC- 6tn Edition (2017), dated 08/02/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no.fmancial 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 "HR-5510" PVC Horizontal Rolling Window - L.M.I., approved on 09/01/17 and expiring on 09/24/20. - F, Jorge M. Plasencia, P.E roduct Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-3 24 ANCHORS. SEE - OLUSTERDETNLSSHEEfI2 CMXGQ W MA A SEE SHEETS EQUALLY SPACED ANOH0M PER TABLES ITS SEE SIU- YlEEPIC E DETAAB, SHEETS SIE ET3 irmAx T- IT. MAX. D.C. MA) BUD IG HEIG O X 1 a•naNESI I 3•MAIL �{{ BEIN'EEEN -y Fes- PKO ES 75•10AX. BUTX vnOTH L ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN AS OX CONFIGURATION r U- SEE y �r SHEETS e-18 DESIGN PRESSURE RATING IMPACTRATNG VMIES PER REINFORCEMENT LEVEL SEE SHEEBBe LARGE&SMALL MISS&E IMPACT RESISTANT 24ANCHORS, SEE QUSTER 15&WMAIL &S �I ta.F DETAILS SHEET6 MAC O.C. ' B. SEE F&EE 0 iP MAK sHEETa ` e, C S ._ IT J sum S HEIGHT & T J M TAB SHEETS eta G X £EE SBL I BEES p POEPULS,.c. 3•MAIL SKEET4 BETWEEN L oET HOLES D SHEET Ts MVL &uacvnDTH ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE MAIL -FIN LER '- SEE -- ppEHEDBEIPEU LL WE'ERGIXE� A6$ VFD AT.LLC3EL EwucS2R HENS X MACO.c. MAX d•O.C.BEIYIEEN B 3,. WEEP -- 3 140• MAX BUCK WIDTH >F.IHEFLORIDABULLDNOCODE LNG. DMGTHE HIGB1VaDOTY HURRICME ZONE 0MIZL RATEDGLAS+INSTA nONSABODE30'NTHEHWtZ. F OUTBOIROLRE(CM)MUBTTEMPERED, APPROVED MASONRYANCHOM MATERMLS USED FORMCHOR EVALWTMS WERESOUTHERN PINE, ASTMC30 1X WDOD BUCKSMEOPTONAL IFUMTIS INSTALLED DIRECT.YM SUBSTRATE WOODSUCKS e)110MAXSHIA MEREQUIREDATEMHMCHORLOGTIONVMETt EPRODUCTISNOTFLUSHMO ESUBST .USE 7) DESIGN PRESSURES' A NEGATNE DESIGN LOADS BASED ON STRUCTURAL &CYCLETESTING AND GLASS PERABTM EIM. 5, POS THE DESIGN LAMS BASED ON WATER TEST PRESSURE, STRUCTURAL &CYOX TESTING AND GLASS PER ASTM E13D0, MN. EIABEDNENT. W STALLATKN ANCHORB KbPE OFTI+cu RSTRUCTIONS RINOPPPUED LAMS G IT ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION CODESFSTMDARDSUSED: •MIT FLORIDA BUILDING CODE (MCt, 8TH EDITION •2014 FLORIDA BUILDING CODE (FEC , STH MMN •/STM E1S0009 •ANSVAFSPA N0S2015 FOR WOOD CONSTRUCTION XSI -SNUM DESIGN MANUAL. MM-2015 AISI S10612 •Asc 3salo G ELEEVATIOVATIONOTES"_._..._._- t NS___...._...._...__ 1 FRAME, GLA558MLHOR 2 INSTALLATION, FLANGE 6 EQUAL LEGN90X__."._.- 3 COST &J-CH N, S- -... FIN 6 FCHM'NEL_ _...-...-.. 4 GIADNG DETARS_�__-.._"5 SMALLMEEFTHERC UIREMEWSOFTHEFLOWDAUMWINGD MFOFWWGOBIUNHEBISlam.'t B) METAL SUBSTRATETO MEETMIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDABUUINGCODE MDTO DEREUIEWEp BYTiEAUTHORRVHAVWG MRISUCTION. ANCHOR 0UMRTIES._"".."...-S-18 - E%iRUSION PROFIlE3&BOM._1]11 10)REFERENCES: TESTMPORTSFTLd072, W73&Bold; ELCO ULTRACON NOA:&CO CR RM( NON ELCOAGGMGATORNOA: ENERG WINUOWMD DOOR PROFILES, LTD WHITE& BRON2EAIGNTER� A45FNBLY'"""""""""""'_'-18 PRODUCT SHMESOFCMCOATED PVC EXTTGUSICN NOA'S: NATIONAL DESIGN SPECIFICATION FORWOOD CONSTRUCTION. MSVAFM'ANDS&ALIMNUM DESIGN MANUAL REOVIREA1EN15T0 BE RENEN'EO BYBUROMCAL- OGAL � ••Ilh Uro rlaHd,: 11JAPPDCABLEEGRE55 USER INSTRUCTIONS: _ pllu Cotl BWMID2ICOB HOA4No. 77-Da17.oe 3TI)AND CET. 1)DETERMINETHE SITE 6PECIFlF WAUOW OPEMNO'S DESIGN PRESSURE SIZE, IREMENOPTION FROM 2)IWOWINGYOUR FRAMETYPE,WINDOWCONFIGURATION(0%,XO,XOYJ,6RE,OLP2 NG OPTION (TABLE I)AND YOUR WNDONS DESIGN PREBB MnQUWEMENTFORTHEYANDOWOPENNGUSING -`1S VLYN Ai, oN•.....,N A� tN dli ��11:•'✓DENSF ••,4 RTyeU By. DaOK R•Nm'm: UPDATED TOFac91T.Aoom JR 03/27/17 NoreTDANGIalarr.TNs. DAphndon0 09/2412020 By REINFORCEMENT LEVEL. DETERMINE TANNN(BHEEI.ME M THE'MNDOVi OPENING Q.' •,Y.��i Rnyey �; pvh RM#ys MI�m P W TMMALOREXCEEOTHEDESIC�JPRESSUREREOMTASNTFIXt OBTAINEDNSTEP I. USE HBSIXTABLESON SXEEf6TOHFIP FV•DTHE APPROPRWTETeoIc _*. NIxSM 7T_ - 3)OETERMNETHE MO5TSUMMB MCHO.RGRaUPMWTA MS2MD3CNSHEET2ACCGiONGTOTNEwSTALLATON CONDITIONS. 4) DETERMINE THEMOHOR QUANTOY FROM TABLES IT-2T(SHEETS WIG), VERO�YTHEANCHORGUBSTRATE W&LMEET _ -9 *_ O �l DucrlpOx R ELEVATION Dmm &y: J ROSOWSKI REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 M 3. MDTHATALL MIN. REOUIREMEfTS MOMTHISSHEET ��p"•, T GENERAL NOTES 5)INSTALL AS PER SHEET3 FDA FLMGEEQUAL LEG INSTALLATION ORSHEET4TR3RNIEGRN.FlWIGHANNFI NSTAUATON. USETABLE4 ON SHEET 370 FIND THEAPPROPRIATEDETAILA 10]O TECINaocr DRNE i��s •'• ORIDP,. •' �'�`�� N•VFl&CE R362T& DBs HORIZONTAL ROLLER - LAB 05/15N5 � �� LLL11 Suln/YAYd hWN S'•°F Au•�IO W Rx. NOTE: DESIGN PRESSURE MRNO DETERMINATION STHE SAME PROCEMPORALL FPARBETYPEG (1CHMNEL. FLANGE, 111 ALYA'x/M1iI.ER PE HR-5510 NTS 1OF 18 MD-HR5510-01 B INTEGRAL FIN OR EQUAL LEGdIBOIQ, SEE SUM B ON SFEET2. P EAStTW cERTOFAGmmm Glans Type Deaufption (Listed from Exterior to Interior) 5 7W Laminated l,G.: We A Exterior Cap+ 7/1B' Air Space + 5116' Laminated; (2) Lltes of 1/8' A GIBes WRID.090' PVB Ntedayer 6 71W Lardmaled LG.: 11WTExeenor Cap+7H8'Air Spam +5116'Laminated; (2)UNes oft/8' A Gasawdh.090' PVB Wedayer 7 We Lonamatedl.G:311WA Exterior Cap+318'AIr SPace+6/18'leminatecg (a) Lima w1/e A Glasewlth.090-PVB lntedaye' 8 7B'LmNrw1edl.G.:3/IVTExtedw Cap+3WAe6pace+6/1(f'LammEed;(1)ULr at We A Gasswtth XDTPVB Ddalwer 10 7B'LaMnated LG.:1/WTPxtedwfkp+7/16-AIr81�+y16'Lamina ;(2)Utwofltr HC4WSViN .DWSGtfge"ff 11 70 Lelrreted LG.: 3116- A Exteiw Cap+3/8' Air Space+5116- Laminated; (2) Utes at We H Glass wim .09T SG hde"er 1E 7B'LaMnated LO.:Y16'TF_xledwCap+31S'Alr Spme+5'16'LamirOod;(2)LDesoflir HGasavmh.09P 8G kdedayK 14 718'LnminmedLG.:1/8'TExtorter Cap+S/i6'Ae Space +Me Laminated; (2) Ulm of We A Ohms YM.090' SO Interwar 15 718'lelydWfetl IL.A Exterior Cap + IN Air Spacer+MeLaminated, 12)Weso WlW A GImd vAth.090' SG IMerlerer 18 7/8'L2miraled LG.: Me TExterior Cep+1/4-Air Space+7t16'Laminated;(2)Lima of3/16'A Glass Weh.09P SG hdellayer btk eYehl U. aAtlLt p run latKirvV uwaunrncJOYn Group - Andmr Substrate Nia Edge Distance film Embodmen7 A U10 SMS (steel, 188 S.S. w 4105.3.) P.. Inn S0= . ) 18 - 've Steel, A38' 3w 0.050" Steel BTud. AM Gr. 33' 30 0.0451'(18Oa) Alumlman, 605115" 318' Maw . 3118'atml Ullrecca P.T.Saulhem Plno(SO=O.be) 7/16' 13r8' Concrete(mm. 265 kip lhagmuted mu. vzm CGO) 2-11W 1-1/4' B 6123M5 (stool, I" S.S. w 4108.5.) P.T. Southern Fin (5G G.56) B'1w l-Tw Stool. A36' W.0.050• Sled Slud,A Gl. ' We 0.0451'(18 Ga.) Aluminum, 6063-TS' we 0. 65- C 114-meal UlNarm Cmmmto(min.2.85M) 1' 13r4• Ungrourad CMU, (ASTM 090) 2-17 1-114- 174'steel C mtelex Generale arms 3.35 kal) I. 1dr4' lie Steel uwarob n Gamete (mlm 2S5INN 2-1W 1a14' 1/4'stm1 Ullmcon P.T. Soumen Ptrle (SC+-0,55 1' I-Tw V4-algid Crtesex Concrete (MID. 3.35 Kai) 2.Irr 14W D 1/4'st� CreleAex Ungrouled CMU, (ASIM CeOJ 21/r 1.1/4' P.T. So1Nrem Pme (SG=O55) 1• l4we IN Steel Ag9mGator I Gencmte (min, a95 kep 1-112' law 1/4' steel AGEM-G tw P.T.3Mhem Pile S(i 0.55 Grouted CMU, AS1M C90) 1' r r -MIN. OF3 TWEADS BEYOND THE METAL SUBSTRATE. 'UNGROUIED CMU'VALUES 14AY9EU5ED FOR GROUTED CNU APPLICATIONS. 'A'=ANNEALED 'H'-HEATSTRENGTRENED Te TEMPERm 'PVB'=.SY KURMRAYAM PVB BY KURMAYAMERIFA INO 'SO'= .050•SENR1TGLl5® INTERIAYERBYKURARAY AMERICA. WG 'WYNT SEsO7.11614 MAY I�OTBE USED INTIE HVHLASO1E3a. wohl Na, FY UUm Fu steel&am 8 W 1200 189E B)Imi B5kl 410Saep Lb kl 1101*1 Eke A la0 57 Kai 96 MI Ebro IDe'Dwo !Wks! 177W 4108E Ebro CretrFim® 127.4 11 1817W 6034T6Ahan. 6 22b1 ti0bterd a kel SBkI Gr.mband Stul ! 331,1 45k1 INSTALLATION NOTES SEE SHEETS 3It 4 FOR ILLLLSTRATIO.NB: 1) USE ONLY SUBST%kT PROMLAV. ANCHORS LISTED ON TABLES 2 t3, THIS SHEET. FOLLOW EMBEOM1i;NfNJD EDGE DISTANCE UMRS. ANY WSTALLATION OPT WN SHOWN MAYBE USED ON ANY MOE OF THE WNDDW. 2) MASONRY ANCHORS MAY BE USED INTO INGODAS PER TABLE 2, THIS BNEET. ALL VIODO BULKS LESS TRAM 1-IX THICK ME TO BE CONSIDERED 1X INGIA TION5. IX MOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTI VNOO BUCKS DEPICTED AS 2%ARE 1-172'THOK OR GREATER 1X AND V DUCKS (WHEN USED) SHALL BE DESIGNED TO RtOPERLYIIYN`+FERLOPDBTOTNE STRUCTURE MOOD BUCK DESIGN Alm WSTALLAl10N IS THE PE6PONSIBrLMOFTf{E ENDINEERORAPCFQfECTOFPECORD. 3) VISIBLE UGHT WDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OFENWG) IS MEASURED FROM BEADING TO BEADWB 4)6EE SHEET 18 FOR OPTIONAL EGRESS LOCK DErV S. TABLE3'AU-U A EANC VKbTIjKUrJ -n L nr (croup Anal, Substrate Moo. Edge Violence Ulm Embedment- E 2-trZx./37'Ccmmm Nab P.T.Smdhem Piro(SG�.66) are 2-7110' 2.1?Ring-dark Raolni Nail P.TSWhem Piro BG-0.65) aw 2.7/1S' P.T. Stratton Plan B[v0.551 TR- 1-wr F r1101".1vod SMS (abr4188S.S w4f6ss.) ,MIN, AIMWrxkn, BW3.75' SIT 0.050- Steel SlW, Dr. 3i' 3)B' 0.0451-(18 Ga.) Steel, A38' 310' 0.050' R126MS lateral. 1"S.5. w410S.S.) P.T. SmMhem Ping BG=aw) WIS' 14W THR& MmIn rn. ooxss 1w 3re- Ogg;- BEYOI G. St w SWd, GC 3Y 3w D. METH SUBS1 Sled, 3'B' OD550' )F 3 DS D THE RATE No was •.P TP81.E 9:IxmIX �rnO Types (me Fin B) of wSTN Asa Daemon (rote Table 1) TION MEnlWs Installation Camara. etR rWVAe Ilre O'll. Grant ShM U rbxal (4) .1 4 7mLgh ft Initial Bn...... ....N1p2 VredFlmm'&cksdp-Bled 4, oplan6 ....TIN WW-sMel4, mptlmnB '5;aw ekBma den B1W WW......._lrbo .._km2XWmd flandBukeNp-BIel0. optlme W W-nheel4, teem 7 Flmpe 1-4 Tkabroaraterm..34mOxr4ldQ1U-Shwa .... We R%W mad FmmlBrelkatAp - dKet 3. mptlm 1 3 M-EdCMU op5Pn9 NtpWFln 1-4 Tre beo UMWFelaoa�irtn�E �dit trarne- eels NlMmr._... matm613 _,ydm WW-nheel4. aptlm7 Box/ Bpul'Lea (M1 1-4 1hwDk thefmaa dtleaiWoa._... R%Mbod FruodOacbala-aNN aRam 1 ..xm CDCWdGAU-stela R OxeretdCMlU-sands 3 ....ido WW-sIIH4a s 1E'-.11 ._IOW7,FN CERT OFAUTH./.NIBS PRODUCT REVISED as comp in with elm Fical" Gasoline mom NDAAa 17-0411.08 klrp lbn- internee. Paco 0924r1020 03/27/17 By )� RaWkn: Nliw uc )RS/FRAME OPTIONS J ROLLER -LM TITS 1 2.OF 18 MD-HR' 05/15/15 INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES INSTALLATION OPTION 3 TYP.ANCHORTWE, INSTALLATION 21 ROO 23 �H MDp�OWGHNCFRRAME� 1X INSTALLATION EMBEOMEMANDEOGE OPTION4 (SEE SHEETS BA) SEENCTE2.3REET2 DISTANCE PER BUBBfNATE. BEE INSTALLATION NOTES BHEEf OPTION 1 ANCHOREDTHROUGH• TYPICALFORALL' GEE TABLE 2,SHEET2 _ . ANCHORED IHROVGH EDGE DISTANCE FRAME INTO METAL XO'OR'OX'SASH 1/q•MAXSHLw -�{ I-' p4gEpMEM FRAMEINTO2%NOOD 16 29 FRAME OR BUCKSTRIP. LI.� 7/4•MAX SHIM 18 16 30 SEEN 2.$HEET2 I 13 28 OPERABLE FLANGE � EMBEDMENT 0100RH2SIEE1. 20 � SASH - DISTPNEDGE CE FRAMB 1 f BMs(G3).BFE 37J9 SHOYM ff 7<� 1— TASLE;SHEEf2 2 26 c TYP.ANCHORTYPE, 2 �1/4'MA%SNIM FRIED 41 I D EMSEDMENTAND 19 LITEo w5I3LE _ EDGEOISTPNLEPER . LIGHT Y1mTH ff"^^ SUBSTRATE,sEE 72 G TAB E2. SHEEf2 c 85 87FBc �•1 '.I. OAOE gPPROYED RN WON, •" _ 28 STEELF AMINE w818LE 42 FXTEPIOR •:' ALUMINUhL3RELFRAEIING FLANGE 72 LI24 R tb 5 QLEG , ORSTEELSTUU.MAY BE FRAME: 24 ORO 26 �/ 4 LEO (1)AT MI0.SPPN OFINTFJiLOCK wSIBLE FL�O VERRG4L OR HOR¢ONTAL GROAN SEE SHEETS DB)TYPICAL FORALL FRAME O(1)1IWFROMEACHSASH LIGHT L� SEESUBSTRATEPROPERTIES ( SNO" CURNERANOO)ATCENTEROF HEIGHT TABlE2,SFEET2 ' O-OR•OX'FXEDMEETINGRAR BUCKWOTH SASH 6TILESiRALS 29 HORIZONTAL SECTION A -A (OX) R@ DOCK 28 30 16 7B 16 (SEE SHEETS 7-8)TYPICAL HEIGHT EXMRIQR OPERABLE OPERABLE 40 20 OPERABLE FOR ALL wr SASH aSASH SASH 6A6„ wSIBLE r, 0 37-39 .I 27 R 22 R 23 UGHT I SEESO HEIGHT 0 I 28 I a TYPICAL FOR 1 41 ALLSASH i.. 18 WHILE L� 86 45 47 LIGHTWDTH o tT LIGHiIYJI�TH 81 29 FLANGE FRAME a WEEP OPT, 29 15 SNOWN 87 NOTCHES BD O I42 W4'XlW 25 26 -+{ VISIBLE T'�� EXIERN)R fAN•X1N• LIGHTWIOTH 72 14 4 4 2 (SEESHEETS6.8)TYPICALFOR ALL XOX' FIXED MMNG RAIL 33 1/4'M4X r• 6UCXWDTH - PRODUCT REVISED SHIM EQUALLED as comPl i \•AM tMa FlOHbe. HORIZONTAL SECTION E-E (XOX) V 9 EWALIEO \1\Y jNI/ TIONAB PER SECRONAAABORE SHHO 6uNmns Oo'Oo '7�' NDAallo. 17-ON111.o8 FRAMESHOWIV :. :,.... - _ T T ' `�N' QSy... !VN,�i� x.ww W. 7MNa R..eam w.u.D oo /2W2020 q JR 03/27/17 "D�'""t'•^""D�T INSTALLATION EbSEDNF1tTUCENSp'•._A/��- � OPTION .` 'S'}`7" Rmae ey wra- R,.�L„c Mbm ace l:onw ANCHOREDTNAOUGH � = *: Na 88705 FRAME DIRECTLY INTO - EDGE CONCREIElCMU. 4 ® FLANGE ,•• ,• DISTANCEyISIRLE ucNT FORMULAS �� +� �r 31 I�- ,' a; - FLANGE &EQUAL-LEGIBOX FRAMES J ROSOWSKI TYP.ANCNOR TYPE, EMBEDMENT AN0 EDGE VERTICAL -ME, XO&OX) (EQUAL "D ^� 4/�� tOTOTECHNOLOGYORNE nuR Nfa DISTANCE PER SUBSTRATE: WIDTH: BUCK WiOTH 12-41N• iF`s'•.RI�PoOA.� ��� NVENIIE,RG42i6 SBETABLE29XEET2 SECTION B-B HVOxr.BGOKxDcxT•Tn7q• �,S/p/YAL ENG`� (B41)•+eo-leaB HORIZONTAL ROLLER- LM 05/15/15 LN7I NI1100 NYPRaaMIP'AINiTPaNDWl;Tc yew 91 'Nn RFn A LYNNWLLR PE CEAI. OFAIIM.PffiB4 HR-5510 NTS 30F 18 MD -HR5510-01 B P.EFNM6 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES I INSTALLATION OPTION 6 - INSTALLATION OPTION 21 M RM ANCHORED THRONGH FRAMEINIO2X IMDPMMEORBUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FFWLE BEE INSTALLADIXJ I NOIESSHEET2 (EES SEA) NOTE 2. SHEET2. ANCHOREDTHRMGH fl=mETAVMGRAI TYPICALFORALL EMBED6 IMEGRALFININ V �— EMBEDMENT WOOD FRAME OR BUCK-- FINTFLANOE REMOVED) - 'XO'OR'OX'SASH I STRIP. SEE NOTE 2, SHEET 2. EDGE DISTANCE --y �+— V4'MA%SHIM 13 19 i6 00 1_5 20 OPERABLE 29 28 _ EDGE DISTANCE �MEL 0100R012STEEL SASH "FRAME SHOWN Ems(G5L SEE 37-98 TASLERSHEET2. Al O �T i 28Q 1 va•M,TxstlM FITr�E TYP.MCHORTYPE, FMANOIDR VISIBLE EMBEDMEMAID EDGE FTMIGEMAYBE tI LIGHTVADTH 7? DISTMOEPERSUBSTMIE, REMOVl31w EID SMTABLE3,SHEET2 83 67 19 DPDE APPROVEDMO-I*,N, o NSISLE 42 EXTERIOR ' TB FBCCOMPLIMIT uGHT1NDTH ALUMINUMATEELFMMMG 11 24 0 ZG OR 26 14 V ORSTEELMD.IMYSE 3� VISIBLE FM VERTICALORHORWNTAL. (SEE SHEETS 6A)7\PI�OR OGM LNE SEESUSSTRMEPRaPE M '%0.OR'OX°EClEO MEETING RAIL NGGHT TABLES 243, SHEET2 BUCK WIDTH HORIZONTAL SECTION C-C (OX) 28 29 30 16 IS 18 BUJ( IXTERIOR OPERABLE 40 20 OPERABLE HEIGHT SASH o SASH e 3T39 21 Ri`>2\ifRO LIGHT OPERABLE '-ll� i i I EES EETS &B) HEIGHT SABx 20 TYPICAL FOR 1 _� I O 41 FIXED ALL . I 1 I ''I LIGWIRWIUIH r= e -�f— LIGff LE TH TYP.MCHORTYPE. II EMBEDMEMMD IL EDGE DISTANCE PEY. RN FWJAE SHOYw INSTALLATION 9 OPTION R ET57A) ANCHORED THROUGH ME FOR F. INTO WTI (RANGE MAY BE REMOVED) -1 MDMMSi 3M'%1/4' 1J 25 26 VISIBLE _v E%TERIOR 1-1N•%VA' S LIGHT WII)N n 14 J'L 1 1CHMNEL (SEE SHEETS BS)TYPICAL F V FpgME _ i6 A-L'XOX'FIXEDMEETINGRAIL S/OM 33 f BUCK NADM 3 r1n'1^ HORIZONTAL SECTION C-C (XOX) PROW SED a O MM (1) AT MmAPMI OF PlIF31LOQ( MmmmD ID MN Ni FlRH4i wsrALLAnox u PER sEDnoNDauovE ^D FW FRMIE ?FROM EACH SASH _ 11111111 N04Jb. 1741411.08 SHOM o sun sTUEsmnns 3`(� Pryw6n n BRd12020NY N0327/17 �TP.MCHORTYP JR EDGE wSTPNCE PEP EGGS DISTANCE `L:• :`�L i HMnO Bl Defa4 RMdux. Mla i YCt O 6UBSTM1E, SEE SEE * No. 69705 *= TABLE 9, SHEET2 EMBEDMENT p� M, VISIBLE LIGHT FORMULAS F 3113' ® JJ-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 VERTICAL o .AF ... •, jEOUAL'LITE. XO & On % .c. •. 4Y iDNIEC/w01DOYDRIVE ANCHOREDTHR0U3 EORS KFIN SECTION D-D _. MIDM BUCK VAOIHT2-41/4' i FS :F<OflIDP,./G\C\�: ravENIDE R.3azFs H"' INTO2%WO00 FRMfE00. BUCK- MEIDHT: BUCK HEIGHT-T-1/4' �/�S/OnIAL��•� (s`1NeDtmo HORIZONTAL ROLLER -LM O5/15N5 GDUP. GEE NOTE 2,SNEEf2. I/TILLII11L11\` WPlllgffoAllMIOMDxIffB,N4 STTu� 3^a4[ SM1e,E �.��. Rev: w LTT(NNIIIER, P.E. CERT OFAum B2B2BB HR-5510 NT3 40F15 MD-HR5510-01 B PBssems SaIOONE STRUCTURAL �•I T18'NON. Imo- �•{ ]IB'NOM. —�{ ]1B'NOM. ]/B'NOM. I�- POLYISOBUTYIENE 1/4'NOM. I I WDH DESICCANT 5116'A/A PVB— 5/16"A/A PVB 5116'AIAPVB 5/16'A/A PVB Sa. CLASS OKODISPACE 4SG TIPS 7/16'AIR SPACE 7116'AIR SPACE 3/8'AIR SPACE 3/8'AIRSPACE 1/8' A GLASS VW T GLASS 3/16' A GLASS 3116" T GLASS aEJ(TEfEpi aEX1ER:ORa EXTERIOR �` E%IERIDR WT. GLASS ' re7p ram rare HOT -MELT BUM sTRucruRu GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 6 SILICONE ytc TloM FOAM WDH DESICCANT SUPER —=•i TR'NOM Imo- �{ ]!B°NOLL ' EXT. GLASS I.SPACER®NXTr I I I I 5/16' H/H SG 6/16' H/H 6G 6/16• HM SG, 7/16" A/A SG 7/1GAIRSPACE 3/6"AIRSPACE 3/8'WRSPACE 5/16'AIRSPACE INT'DLASS 1/8•TGLASS 3/1678GLASS 3/16"TGLASS 1!8'T GLABS aEXTERMR aIM OR aE%TERIOR <]EXtERiOR ALUMINUM REINALUMI)RCEMEM 3A re.rs ]an rarB SNE NOM GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 DESICCANT GLASS TYPE 10 FOAM EGLASS ODURASEALOEXT. SPACER T,tl•NOM I+ IM M.OLASS +I rrS NOM . ]&]S BITET I BffE T1T+. I 72 T4 711WAIA SG 7116"A/A SG INT. GLASS GIPSB TYPE6 ]. 11816 EXTERIOR6, DERIOR 1/4"AIRSPACE IW AIR SPACE ' MAYNOTBE USEO MBIE HVHZASOVE 30' POLYISO. DESICCANT PILL AREA 3116'AGLASS 3/16'TGLASS ' BIVNOM 2 76 aEXE a2648BME EXTERIOR a 29 OSEAL ' MAYNVSEDY6R1 sBXXX1E SEAL 40NANNEL OR INTEGRAL RLLL-FOFUJEO Tara ibm SRN FRAIVES STAWIESM w 91 XL EDGESPACER PRODUCTREVISED Te GLASS TYPE 15 GLASS TYPE 16 ' EXT. GLASS 0 NOA_Uw 17-0411.08 . • �. •.. • • "• • Nu ,•t NYLYNp ''.� R.X�o CtplmmAMt.0024rso2o W°� • TYP. GLAZING DETAIL ,� ..... 4f/ j'' u E '••."� JR 03/27/17 xoowrcesTx�ssso:ec By 14a mm rrdwn Mlarn a n No. 56705 * _ /,FH for "_' \ \ I '-F,� r ,e�ea�. P."ol M. Ipenn M.MN.I ++°=HEArsrRENGIHENEO FOL®M X yFABOMyGREBRL'I=AWMOENUDAt'TBOTE'RDOGBILAIJNOCOMPONENTS,SEETABLEI. ��''''rS"AS�L' �Y.N,NII11Au11l1L1u''e11E�r�NTP6.E.•y.= �. 0 ALmaN GLAZING DETAI ROSOWSKI T7T7B0B7 acmaMr8 KOOCoauwmanlrnmmBa0TBT T6sPWpp3eare BetA§ u�y icTMn0TeTmEprto1�1mNrlrDrm0YemDRusNnEss,rc iroa ' HORIZONTAL ROLLERNDOW -LM y15/15 NyapfrmmMtlt BuW .pBGMelMcpBeeMprr �LS Ha510 NTS 75OF16 �J MD•HR5510-01 B llBDri.urplmreE.aClB REFERENCETEST REPORTS: FTLB]1T, B9688 BBTO 6HEET2 PFJ T8Ip5 DERT'UFAfTiM. PL12A6 ' Index m All Design Preswra and AnchorouenftTables Cdr11G M. Mal, Mee. HaeN Gpss Type IW.. Inp oelw m. A1¢mrOue k, pr NT 0 1T 2 B 18 e W 19— 11 9 8 V--To--1 21 -B 4 8 1a V T5` TS' 10-12 4 12 12 B 11 M-18 4 B m 11 )pB( 1IVa3' 5-B a a 9 T 12 54a d B 24 a d8 4 19 B 25 1, t0 �• �, D- 1d-12 d 15 S 15 Is d a 8 TAPI P A Gp•erypep Design Pmssumpbelft) 5-8 (orXOor OXWindm,, MO.. Le.N R+ AN BuckHWft, uppW AU Buck WMlke upt.w SEE TABLE IT FOR ANCHORAGE i Glass TYm Design Preuume (Ibeff?) 5.0 (orXOor OXWlndom Reld Lelel R2 AN Buck HebAt9 W pW AN Buck YlMllu 485170 w w 7a• UEe TMCLE IN ANC IGKFGC R -I I — d•kW(. G.G. u SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH THEIGIff FORWINDOWSWITH ,I O 21 LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMEM /5-ANCHOR (RDWORCEMENTB SHOWN ASH (REINFORCEMENTS SHOWN SASH / INFIGURESAPPLYTOA INRWREBAPPLYTOAIL HEIGHTCLUSTER DETAIL FRAMEm M& FRA WPES4CONFIGURATIONS) CONFIGURATIONS) 21 r IAAk.O.C. I _ SILL - SILL 4-ANCHOR CLUSTER DETAIL SASH WIpTH - 545HWIDTH MEETINGRAB. MEETING RAIL 4•MAK O.C. —y -••- 24 25 21 21 == 21 21 - 3-ANCHOR aAMe - _ CLUSTER DETAIL PRODUCT REVISED ae somphlna wIM Mn Fmrpa OTE&_ e Ildin, CaG NN ESETAeLES wRALL WINDOWS \\\II111 rr NOA-Nu. 17-0411.08 e•MAx. o.c. IMEFW. OUGN THE FRAME Oft ``.��QN.... .......N��r,,JR� 03/27117 wd�n. eBPlraelon Demognanozo y�����'�-��'�r�-/\�\j�,�//\f��� wnR=.crEDTAazea 4'MIN. O,C. , BUGKHEDIMENSIONSAREBGG(IMDTN AND - \•=J M,o Vry nN Con PERN15ISWRE, EET834).619HB�15 AS Q': -.SpC pe•hed ay, pup; gdJw,; 3)FORS ES NO _ *; Na 58705 , S)FORSOES NOWMOWN•ROUGI UN TO THE - *_ NEXTAVANRHO IOTH O5TAB R =9 M O play.,; J R By. UDAEN310NSAND'l TH MIND V( gl ��; rt_ DESIGN PRESSURE TAB LES J ROSOWSKI 2-ANCHOR d)•vd-1nv4•ANO •ifY+/J-L3'INOICATETHAT ��J'•. S ..00�� // T A O - d(A: 1pNTEC18lOLO0YDiNE THOSE STANDAflO SASH CONFIGURATON9 CLUSTER DETAIL FALL WNFIINIHESASH STOWANMTESE �' COSs •'•..... %'G��� N. VE1aCE,0.912T6 TXIn mA`�J N s aluanocor Mp1m T�iosNs '�,,�S�ONAL Ea��,�` leaOeaDT� HORIZONTAL ROLLER -LM 05/15/15 FALL WRHIN THE RANIg. Illlll \I\ A LYNNMBLERSvf/ ,VE. R-5510 ZS60F 18 MD -HR5510-01 RsB Pr. R H it a — SASH WIDH MEE��TNGRNL m TAW PA- Sins rypoe- Dasign Preasum(NeRt) 11 5-6 forXOOrOXWmdowre' RWdL w ms.RHagmw WBS Al B.k mt6n f50/50 iab7r SEE TABLE 19 WRANRIORAGE OI Types 5.8 s6s COMDoatbn xmn ReRg On) Dseign Preesure(IneRt) for XOX Windows R"..Ie.H R3 Wbgnx BOHt He' 1 O• M' B1' 3i114• K-K-K 11.3M.11.391 +@,0 S00 IeWO 30.D I A.O i b0.0 '3r YS-K-S 12908-12308 -WO 400 I -MD mo I+M.0 MC X-K•X 11.39i-13.W +50.0 -MO 1 150.0 -50.0 I -Mo 60.0 4atlr -K- 133.-14.M +600 -MO I +W.0 5 G I -M.O. 60.0 K-K-K 11.391-C!.2B'7 -MO -SDO .50.0 SOA +%0 6 D 4TSIC X-K-X I2M.%MB •Roo '.MO I.W.0 Mo +518 6 D Cunam 11.99I.12010 +MO 60U +Mo SOo +MO 600 51.11r X-K-X 12017.13.397 •M.O 600 .50.0 SO.o +M0 6EO •K-K 133M 17.010 .60o SAo .M.0 60.0 .MO a..D CWlom 11.991 .13.997 +MO Mo +SOU 0.0 SO.D $ 60' X•K•X 19.39E-%= +SAD MOO .60.0 O 6o.D K-K•X 15.361-19B0 +WO MO .W.0 %O i0.0 Sg Cuslom 11.991-13997 +no 660. +50.0 0 SDD 7S X•K-X 12393-19.110 +MD 4dO +MO O SOU 6- - 19.111-24.641 Z:W bn0 -MO ].SD.C-%O O 600&M.IS3W +MO 6R0 +SDO 1• -49.1`W' X-K-X 1A399-24.W +MO -540 .50.0 00 S00 2A301-3S.SS +50.0 30.0 +WO 10 6A0X.K.K -asso +no Mo, aMO 1' -49.1' •nvcD run u4wslrrea ua einniecl rvn wv�,n�M..e '•MW.SASH SRE= NOOW WOH-592a p SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEAIENTSSHOWN - PRODUCT REVISED W FIGURESAPPLYTOALL ac cmnprlrg wtlN M. f1e 1dll BWIEIn0 GMo FRAME TWE56 CONFIGURATIONS) _ 1.1Uplrrr7 .0"0. 17-0411.08 _ - 1 u�+sNil ':� R,rp,E �e o>fs RaWa, E:O+Auon Dab*Ogn4=90 F .(�P JR 03/27/17 NocHANoesTxasla�r. BY Miom a nee n - - : RM1MByt Ouh: RaN3WP No. 68705 * ® Haan 6k - moo'; I �' ` IGN PRESSURE TABLES DE J ROSOWS KI NorEs. t)USE HESETABIE& FORALLWNDOWS INSTANFD HROURTI� FRAME ORINMCRAL FIN: , •' F �� ' F '..,,<ORIOP.•' \�J +ONIECMiOLOGY OPoVE_ KV CE FL9427S i0b: - Dars ijFOR UPTOHENMCK AVARABLSWOH R HEOHTDWNSIONSHOOMONTFIEABLE. i NG.� la+>4so-1wD HORIZONTAL ROLLER -LM 05/15/15 SR ff NOTSHOWN. ROUND '4)'u4172-1M'AND-1AI.1134W INDICCITE TNAT HOSE GFPNDARD& CONFIGURATIONS FALLWRHW HE SASH WIDOI '77 �NAL IE I+�\ C[PlMONr )WTmDUFIRM.OG 9�s Fev: RANGE INHEPDJAOENTfAWMN.'CU9TOM'INDICATESTHAT NO STANDARD SASHCNRWMTINSFALLIMHIN ALVNNMMfR. RE OElil'OFAV(H A1838B HR-5510 NTS 7OF 18 MD-MR5510-01 B HERANGE. P. M706 TABLE 10. Mlnn Typee Design PmAeure (msl%'j - 6-0 loTXOO,OXWMdm MdUwWR4 A611w1cHeblMwm7z AN 6wk WhIthe .50160 lO le 75' SEE TABLE 20 FOR ANCHORAGE olms !lies 5-6 Design Pressure(166fite) for XOcr OXVTNdows R7= R4 wluwsN BuckH 46' S4• BT +610 .7a0 +E50 -M.0 -0.0 -7UD +61D -7a0 +65.0 -700 .Bill 9n0 +moo-m0+B 242-mo a eso .70.0 .re.o .]00 o+me -m.D+65D Tao .e5o -Me .650 Jan •S6D 7m0 + O 1 -70.0 1 + S'j 5 .T 7s run w.as . Tl. oa SEE TABLE 2I FORANCHORAGE anus Types io-u ReirR. Inel R4 sash CoinDnaBon xwl Ren0ef.) Design Pressure(INUM forXOX Windowe mosw Bud, RAIN 4r I or I 61' a m 11.391-I8 .DSO I 4IU 14&0 410.0 +66.0 -1100 6P N-%-% iaNs-153m +DSO -1100 +eSO •110.0 +a60 .110.0 X-X-X Ism -IA6H "" 41110 +650 -110A + G •110.0 { ONIom 11.301-M397 •650 -110.0 +65.0 -1104 +65.0 -IiQO 39 7A %-%-X 13m-10,110 +65.0 -4100 +650 -lion +65.0 .110.0 1j X-N-% 16.111-MWt -eMO 41a0 +660 -11" +65.0 -110a m(( OeMm 17.641-10.3117 +eSO 410.0 +ASD '41U +65P 4W.r X-Y.-N %mB-24.3W +0sO .1104 +650 410A +05.0• -100.6• §+ emlwn 24.m1-3t.a1 +650 41U .SEO 410.0 +S&D 410.0 N-N-N miml-nm .650 -110.0 .610 410.0 +65r -IOI.r 12v %-Y+-N 326%-30.Ml +660 -110.0 45D 410U0 +650 -110.0 14a• Osten r - -ma1 .e5o •Ma o .610 nmA +650 IN IH F.9• TANI F 11_ GIMO Types 10.1261t16 Design PreS6Ne(IbshYl far, XOgrOXK7ndows RON.. UaNI M wm60OBwk HddB ' 51' m 26V3' +650 .Ilob .�D 410.0 .850 -1100 +65.0 -110.D +R.O 410.0 +SSO .1%0 ^� V +650 -11a0 +850 AID-- H790 4100 42' .fiSO -110.0 +65.0 -11a0 NiSO 410,0 46• .650 1 .110.0 +65.o 4VID .e10 -1100 m^ ,65D -nno +65.0 -110.0 +65o 4ae '7r + o I -11D.0 +me -.10.5 .610 -me -0a.s• 12 a BEE rA61E 2s FGR ANCHORAGE MIN. SAAH SIZE- WINOOW MOM- 60.72 2 innI . 14-te 0„II Dn�daws6nn se.n WMN RwOa M) Design Pneaure(Ibegl) for%OX Windows Pe nvl IN R4 W00mvBmk WbN 4r -5•• ro• 4lntam 11.M-13,30 +MD -110,0 +65.0 4%0 +63.0 -110.0 m• X-Y X 113H-16.360 +65.0 410.0 +85.0 -110.0 +65.0 -110.0 X-%-% 163M•i6.M1 +5.0 -110.0 +85,0 4io.0 no .110.0 QNIam 11.301-13.m7 -no .110.0 .M,O 410.0 -Bev 41 AV X_)j_1Q 1130.10.110 +s&O -110.0 +610 -11ce +BSA •10A0 ' %=4 IMIII NAM .Me .110A .650 410A .U..0 4020 $ W Ise 17,e41.1A3B] .850 .110.0 .650 4104 .05.0 47A ar X-15-X 19.30-N.360 1MO .110.0 +B6o .110.0 +66.6 4zo as14m 24.m1 a1.ftl .re.R 410.0 +mO 410.0 .es.o ae.4 X•%-% m,mi-m.616 .650 410.0 +6AG -10.6 .660 44.3 137 X-X-X 3zsla as.Mt w60 •110.0 +660 -tno +65.0 EOA 14P ClNlwn •3Aa1 +660 1,410.01 "a. I -IOS.a I +W. I apo SEE TABLE 2T FOR ANCHORAGE k G paerymn Sae seen Onicumm�O. SINn RBa M) Design Pressure (Inadtl) for%OXWlndows RAKInw RA wnmwBum lGbN m• 4s• e4•1 63'. Ombm 11.361-law .6ao -mo .as -me . o r O +mo a53 W X-%-Y+. 41.34e-18,350 4650 -M& w O -me +BAn -ma .e5.0 -Tao 5 Yi-) )-)S Ism -law + o -me +aeo -ou +6A0 -m0 no •"o 95 c.0mn 11.301-11W +tea •M.0 +w,0 coo uu m.3 +612 4112 W X.X.X 11318-19110 +AU) -Me .eau 40A +66a aa5 +511.2 aa2 X-X-X 1e.111-N.1 +610 410.0 .re,o -lie .a10 aao +66D Gel au4m I&M-1Rm7 .650 -MO .m.s aos +635 rah mal 4.1 06' X-%-% tA3B0•W.3N -0..0 -m0 +62.1 d21 +560 ae.a .30.1 aa3 6 usrN I W.m-Some +610 .70.0 +610 -m0 +g10 V.3 +S7.O 57.0 1za %- _X •m.aeo *Me -me I +m.s 4%IA .652 .me + &l 4A1 ^MIN. GASH SQE=w""'tea"" SEE TABLE 2a FORANGHGMGT: Gbae l7pm 746 nsmunel RA 5iv5 anemsuen Bean Rea M) Design Pressure Qbse)forXOX Windows mn64Ne0se .Ir B4' Br _ CNtnm llmol"I!= + o -m.0 +BSO 1 -no +O6A 1 40.0 +BSA I -70A W X-%-X 1a39e-I6360 .as -mo +Gio -5.0 .0.0 ao.0 .BSo -mo %-%.% 15361. ill"I .es0 -mo -me -me -me 40.0 .B6o -70s Clelwn 11.SM•tAmT +me a0A +me -mA +850 4110 me -m.0 7r X-•/+-% 1AmB-lello +no -me .0.0 -nm .05.0 -m0 .0.0 -me X-X-X 1a1M.N.441 no -m0 .ese -me +65.0 -mu .B60 -70.0 uNdwe ISM). low +m -me .6&0 -m,0 +m.o 40.0 165A• 47z W X.X-}s lame-343Bo .BSA -me + o -me + A 40.0 wen• .mr cnlen asset -3a0m 7B6o -me + o -mo . e r0A as ao.o Ix X-%- •m.3m .No -mo .e5a -me .es.o aoo +BSo• e7r _ •+SSF]O FOR OUISGTYPEO ^ MIN. GASH She WINWW WIOM-m.2S 2 SECTION DETAIL MEETNO RNL FORWINDOWSWITH LEVEL R4 REINFORCEMENT 28 (REINFORCEMENTS SHOWN INFIOURESAPPLYTOALL t) era I� FRAMETYPEsa cGNRGURAnows) VAYN BE5101za1a1e MAYNOTBEUK11XITH '1CHW:NELOR PRODUCT REVISED eOEOML •FIN FRAMES wIN Me PlNdON eOU141 gIyIngg 1•o0e NOA-No. 17-0411.09 to II `�.��ptJY LYNN2ii 'o `'• 't Rawmd er. JR 03/27117 R4H.bia now=41nss"�*- BwpiraIn Da 09P"M020 BY ,' � Rwlasa W. m6. Rw n * � No. 5B70.5 DESIGN PRESSURE TABLES Dunn 6Y J ROSOWSKI NOTES: 1) USE MESETASLES FORALLWINDOWS WSTALLEDMROUWME FRAMEOR PSTEGRPIFW AS AVOWED BYGLA55 TYPE. ., STA :'yV 'F`$':�'OORIGA:�G�2:� IWOlEI;Nimm YORNE NNEMM.ROm�S M. HORIZONTAL ROLLER-LM Ogee 05/15/15 2) FRAME DWENSIONSAREBUCKWIDM AND BUCK HEIGHT(SEE SHEETS 34) BASH SOEIS ASPERME NEURE. ONALE 3)FORSIZESNOTWOWN,ROUND UP TO THE NEXT AVAIL MOM OR WJJGHTOUIENSIONSHONNON TNETABIE 4)Y/4-i/P474•AN NY 11 173•INDICATETHATTHOSESMWDARDSASHCONROUMMONSFALLWITHWTHESA.SHWIDTH RIWGE nn 5433` OORIIDa11D3M]Paf6.M@mIEAPG ��� ' N 0 'B lNn1E RPN0E. ALYNIiIhY41EP. P.S. �RCDFAum. tee. HR-5510 NTS 80F 18 MD-HR5510-01 B INMEADJAE WLUMN.•CUSTOM'INDICATEBTMTNOSTANDARDSASMWIGUMTOMFAUN PEI�p�. TABLE 1T claaGryvep Anchor quantities forXOorOXWindows 5 - 8 Sash-_ -30- Hoot 38' Height 48' Height SC Height , 30' Height 30" Height 48' Height - 54" Height Reln[ L-W WbN (In) Head & Stu Haad a S81 E .'-: -Head 8 S81 E -Heed & SIII E Head & S81 E -Head a Si8 Head 8 Sill Head' 8 Sol RI ',AnchorGmupA I Anchor Group1, 25.11Z 12.147 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1. 3 1+C2+1 2 1+C2+1 3 1+C2+i 3 1+102+1 3 28' 13.397 1+C2+1 2 1+C2N 3 1+C2N 3 1+C2+1- 3 1+C2+1 2-1+C2+1 3 1+C2+1 3-1+C2+1 '3 30' 17.397 1aC2+1' 2 1+C2+1 3 faC2N 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1. 3 m 4T 20.387 1+C2+i 2 1+C2+1 3 1aC2N 3 1iC2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ' - 4W '23,397 1+C2+1 2 1+C2+1 3 1+C2+1 3 71+C2+1 3 1+C2N 2 1+C2+1' 3 1+C2+1 3 1+C2+1 "3 80: 29,397 2+02+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2aC2+2 2 2+C2+2 3 2+C2+2- 3 '2+C2+2 3 75' 38.BB7- 2+C2+2 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 2+C2+2 .3 -' Anchor GmupB - Anchor Group 2&IW 12.147 1+C2+1 2 1+C2+1'-3 1+C2+1 31 1+C2+1 131 1+C2+1 2 1+C2+1 3 1+02+1 3 1+02+1 3 28' 13.397 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1*C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1- 3 x 38' 17.387 1+C2+1 2 1+C2+1 3 1+C2+1: 3 1+C2+1 '9 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02A 3 2 m 42' 20.397 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1, 3 1+C2+1 2 1+C2+1 3 I+C2+1 3 1+C2+1 3 48' 23.397 1+02+1 2 1+C2+1 3 1+C2+1 3 taC2N 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 80" 29.397 2+C2+2 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 2+C2+2 3 75. 36.897 Z+C2+2 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 2+C2+2 3 SEE TLA1 F IA - Glass Typa Anchor Quantities for XO,orOX Windows 5-8 Sash 30"Height 38"Height ,48'Helght 54'Height 3T Height 30'Height 4W Height 94-Height Not LeW R2 Width f) Head & sill E Head & S81 - -, HeaO &SIII S Head _ 88111 ' E Head & $i8 Heed &'Sig w Head 8 Sill a Heed 8 SII 'E !; -Anchor Group Anchor Group m m 2&1112' 12.147' - - NotAIIcwSd - - - 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 28' 13.387 t+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 38' 17.387 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 4Y 20.397 1+02+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 3 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 fi0' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 75" 30.897 2+C2+2 2 2+C2+2 3 -2+C2+2 3 2+02+2 3 Anchor Group - ,- .' Anchor Groupl) 2&ITT 12A47 H02+1 2 1+02+1 31 1+C2+1 13 1+02+1 3 1+C2+1 2 1+C2+1- 3 �1+C2+1 131 1+C2+1 3 28- 13.307 1+C2+1 2 1+112N 9 1+C2N 3 1+C2N 3 1+C2N 2 1+C2+1 3 1+C2N S 1+C2N 3 30' 17.397 1+C2N 2 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2N 2 1+C2+1 3 1+C2N 3 1+02N 3 m 42- 20.397 1+102+1 2 1+C2+1 3 1+C2+1' 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+4 3 1+C2+1 3 48- 23.397 1+C2+1 2 1+C2N 3-1+C2+1. 3 1+02+1 3 1+C2N 2 1+C2N 3 1+C2+1 3 1+C2N 3 00° 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2 MNIMUMANNORQUANTMESSHOWN. A MA CRAGEMUGTAISO COMPLY WRIT THE MAX O.C.SPAONG SHOWN ONTHE ELEVATIONS. Ukh JA u Max. Anchor O.C. Spacing for "Integra Fin"Insfellatlon Anchor �"p E Anchor Gawp F 3.8' 4' GUIDE TO USING ANCHOR QUANTITY TABLES 'FOR OX WINDOWS.(XO SIMILAR): _ ANCHOR QuANRIY PERJAMB 2+C3+2 3 HEADANDBILLANCHOROUANITY: +2A C�IUSTERS OF(3)ANCHORSCENTERED ATTHE MEETING RAIL +Q)ANCHORSATTHESASH TOTAL OF 7ANCHORS ATTHE HEAD AND 7ANCHORSATTHE SILL ILA GEE EIEVPT10N,E ELEVATION, I ,"SEE ELEVATION, SHEET � —� GEE C W $TER DETA LS, SHEET e EEELEVATION, �x, SHEETELEVATQN1776 - SHE REFEATANCHORPAT7ERNATSRI, FOR XOX WINDOWS: ANCHOR QUANTITY PE ZJAM' 1+C3#2+C3+14 HEAD AND SILL ANCHOR GUANn11': (1)ANCHORATTHESASH +ACWS OF(3)ANCHORSCEN WZIATTHEMEETINGFAe. +(2)ANCHORSATTHE FL EO SECTION +A CLUSTER OF (3) ANCHORS CENTERED ATTHE MEETING FAIL +(I)ANCHORATTHESASH TOTALOFIOANCHORGATMEHEADANDIOANCHORSATTHEE " GFE E[EVAnON, SHEETI -�— GEEEI-EVATION,SHEETI SEE ELEVATION ETI SEE LSEE o xI HEVAT10N, ELEVATION �x SHEETI MEETING FALL CLUSTER DETASEE REPEATANCHORPATTENN ATGILL SHEETS SHEETS. Z+2 3 2+C2+2. 3 Max. Anchor O.C. Anchor +C2+2 3 2+C2+2 3 Spacing for "Integral-' GmupF FORoesim FRmum Fin" Installation 1 4- NOTES: I)FRAME DIMENSICNS ARE BUCK WDTH AND BUCX HEIGHT (SEE SHEET$ 34N SASH SI ZE IS AS PER THE FIGUREB ON SHEETS N. - PRODUCT REVISED as Camp with Me Florida evilaine NOA-Do. 17-0411.08 Eaplrsuen Dpm092412020 [k�F=-_TASN.=a TO ANOIOR . -f O i S _ ID S � y aaa 9 UVd Io. Jm N � U 2Q HI N F W � *0 OJm7 � ava � I >F- 2w F tY O 01 ® Z ,,Q�I' laars Q Z Q D Z c3 `o O O o o 2 ri NO. Gem NOTES: I)FRAME DIMENSICNS ARE BUCK WDTH AND BUCX HEIGHT (SEE SHEET$ 34N SASH SI ZE IS AS PER THE FIGUREB ON SHEETS N. - PRODUCT REVISED as Camp with Me Florida evilaine NOA-Do. 17-0411.08 Eaplrsuen Dpm092412020 [k�F=-_TASN.=a TO ANOIOR . -f O i S _ ID S � y aaa 9 UVd Io. Jm N � U 2Q HI N F W � *0 OJm7 � ava � I >F- 2w F tY O 01 ® Z ,,Q�I' laars Q Z Q D Z c3 `o O O o o 2 ri NO. Gem NO. Gem 3 i c 0 y 2 0 N n 3 yF m h S m v§mTiwpP2yImyOw��_-s°knN=NWnm�'yNa[[wNA'N[NPR+NNNw}taACLN�N�NP.Ri�-.'���{IV1ycN��y�Nw�NA�NAFNQNPRrNNNwiNAP�UN�-�m'93. tlg \"O���fYN♦wcEPWW+"iPy+�P+aW B\R��cxjY,�tNlfAaIyjf�3pa<+iP}+w��?Nti#PI��a�}jNyYJ2iie,�In( IY3 kIV��xNWtia+:I`i�NaARNnNjiNwji��iaa`�ZNfNJ�Ig�7N{lia(N+Nvj ANF{i+Noi7�wj.a(JAi_UItJi i.l.t'i)h VFLN[NsNNNtN�NPItN{AnNN'il��^ tl w�ic'NWi.Yip+Afi�yhN�$++a�.Aj+}hN+„i>ajJ BP�N�woiAwNjP$+yNN�uttaA�_Nt k fe 11ii; . InQ� �`,w^RNNWPaN*yNA'iIWdg,"cVNW(RPA ♦AS� B''NPVNSaa�u3�+AA r k 3a�PN�A^AW��m ��VNNNnAA�1�App�prP;Y,e .�r aVN�NwA#aNAN f-nAn3 B 3adm q BV�Nw�nAa�*Au 3#Ay k IV!Ab49!i Vtp�� `y�c + N 102R22R��0 NN w am R V JJJJyRA 6 33F33 Jm wwWWW wwwJ + i4- n(^it+ 51q Jm N P 4RA NnN NNPUNUNPqNNNNNJ > Nf PNN tAA.AAAAA RRRR oiii m(n I0=y� Op b I �m3mbSma"x_=@+m .. . m X ii NNNNNNNN N Lent T . s^m 13 12 i 2ww77wIL-21 sJmii + ww *r + to 00 A Cq imrib n #i$.N N # NPN+ NN+ A P P AAAP UNNNJi i NPPNNNPNN J® 9NMUM mm9 aB . % �y O 1070 TECHNOLOGY DRIVE m N. VENICE, FL 34275 0 G0PYRIGWvnI1PGTImJUGE,MF DALL mGRBESEO �-ANCHORQUANTIf1TAB>gm rn LES MCIp'HORIZONTAL ROLLER-LM JROSOWSKI nlW MHR't ANTS�10OF18Eg M0.HR5510-01113 LrLm ^ A A J9R1 Gass Types Anchor Quantities for XO or OX Windows 6-8 Sash 3D' Height 1 36' Height 4B' Height 54° Helght 63" Height 3T HeIght I 36" Height I 48' Helght e4" Height I 83" Helght Width Head Head Heed Head Head Head E Head E Head E Head E Head E - ReInT. LcreI (in) 9810 & Sol 01 I & Sit E 8'Slll & S91 , .. & 8m & Sm -i! &fill & sli - - & 6m 9 R4 Anchor Croup A. AnchorGmupC ' 28-IrZ 12.147 - i+C2+1 2 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C2+1 4 1+Egl 2 '1+C2+1` 3 1+c2+1. 4 1+C2+1 4 1+C2+1 4 39° 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 41 1+C2+1 4 Not Alb4d 42' 397 1+C2+1 2 1+C2+1 3 1+02+1 d 1+C2+1 4 1+02+1 4 49° B7 ]!,3 1+C2+i, 2 1+C2+1 3 1+C2+1 4 9+C2+1 4 '1+C2+1 46B' 97 . 2+02+2 2 2+C2+2' 3 2+C2+2 4 2+C2+2 4 2+02+2 4 75" 3es" 2+C2+2 2 2+C2+2' 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 Anchor Group Anchor Give 0 ' 25-IX 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 141 1,+C2+1 41 1+C2+1 4 28" 13.397- 1+C2F1 2 1+C2+1- 3 1+C2+1- 4 1+C2+1 4 1+C2+1 4 1fC2+1 2 1+C2+1 3-1+C2N_ d 1+C2+1 4 .HC2+1 4 g -3B" 17,397 HC2N 2 1+C2+1 3 1+1x+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 9 1+C2N 4 1+C2f1 4 1+C2+1 4 S m 4T 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1fC2+1 4 1+C2+1 2 1+C2+1' 3 I+C2N 4 7+C2+1 d 1+C2+1 4 49' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+02+1 4 1+C2+1 4 1+C2+1 2 HC2+1. 3 1+C2+1 4 1+C2f1 4 1+CZ+1 4 68' 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 2+C2+2 4 2fCN2 4 2+C2+2 4 '. 75^ 38.897 2+C2+2 2 2+02+2 3 2+C2+2 4 2+C2+2. 4 2+C3+2, 4 3f 1 2 2+C2+2' 3 2+C2+2 4 2+C2*2 4 2+C2+2 4 Max. Anchor O.C. Anchor Spacing for "integral- GloupF Fin" Installatlon 4• OIASST 25 '1 M2A 1416 MAY NOT DE USED WRH J CHANNEL Is ORINTEGRALFIN FRAMES PRODUCTREVISED B Dmnery. i With Rsr xoA-e1". 17-0411.08 expindlon pate 09/24/2020. MWm a Jm fuo ntm ICI OTY. TABLES. TO ANCHOR ICI B1 2 y N 3 '••a p O 4 p a1oU N p n FN h Rc, _ ZU- 1M0 F—lzU °y0i j g >^ Do J oZ s F W J LL O _ ~ J of 1ae45 ® � a J Q fz N � z- Of 0 0 •ems 0 z'or a x.� NOTES 1) FRAME DIMENSIONS I I M+J p ARE BUCK WIDTH AND .`1 ANY LYN4 SASH SIZE IS �,$`��?•••VSF SHEETS M). `: ASPERTHERGURESON SHEETS 88. ; * : No, 68705 2) FORRESNOT _ O • �� SHOWN. R.UNO UPTO_ HOW �7,1 BIE �0�•.• HEIGHT MTN OR HEIGHT F '..•...RIOT` DINEIO SHOWN ON THETABlE.' . '��iSS'ONALe 3)SEESHEETSFORA ALTNN MnI P.E.e Sean GUIDETOUSINGTHETE rmi ea NANaM• Buck WdN Wi1YJON 01Ck YJIM S X3 Xg�XXy3 XX�XX�Y.X XXXY XX3YXXSXXX S _ � � s_ o g a R:�i���af3a�4 qc<Q��Ga RR�+g4�4�_gs�a�+�a N N v N N N v N N N v u N v N N N u N v N N N N N N N N N N N N N N N N N Jmnb RR��gg� RRagRg�Rag���RaRR�iR N RR �,tgna�YaagRg�Sgr;g�ag.y � N N N N N N N N N N N N N N N N N N N N NN N N N N N N N N N N N N N N N JBt116 MINIM3 v mow w m w u $ Jemb ������R4R4R�4RRRRR� RRRRRRRR�R���RR�R_ =.a P p P A P p s p# P A i a p 'p A Jggb aga��i���� ga��kQg�p�aas3aggf3gg, � $ ��RR4RR4��RRgQgRAgg agaai}ogggga��RaQg_." �n Ohl�Qk�n 4 .RR4 gpa�aggaagagaga aa�agRaag'3sdA�� � 4�.R44g'4�i�RR�� RgR4R��444R?����RR• JBIIIU � o � � N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 4RRRR4RRagg��4g�� RR�������Rg����g�R� a 9 R f3R��°i g a�RiRRggA�4 �R R_��aaog N N N N N N N N N N N N N N N N N N N JHI116 gA���akR���RR�R RRRRRRRRRaRR4R�RRRR � J@116 # P p# A# p p p A A P P# p A p 6 p P p P P p A P P P P p p p.A p p p A RR4a4RR�§��RR4RRRR g � p P a P P P P p# a P P## P p A P A P# P p p A# P P a# a p P P# p A+ J®IIb �aRR�RRgRaaga��Jag ���a��R��g�����idg8a g g4�4�gRR4RggR4gRR��_ RR44R44R�aR�yR�R4 R � A p A # P A A A P p A P J®116 9 3 ? 2 m m O e c ® O o� i7 D 4 U 2 m -JD A p C -n R C f o� 8 N� S i o l�"� 8? , 9 ? NOmgd na Ny; �grsxN $o �o�� 2 sjs�y�yND qC �ymm� 4j N O;! m 1, y�E Q 8 og A 8.2 ` D O w O 6� m �4 O 3 � 107E TECHNOLOGY ORNE po a o. 'q- • N. VENICE, FL 34275 � 0 8 t e $ O v� ^O :' � '•?yp (941}400-180D �� r � pen nC . _2 ;p G � COP IGWPD 11] POT INDl.�STRIES, WC. r .0 b" m:K CERT.OFAVIH. BTB158 ALL RICHES RESERVED - B aim ANCHOR QUANTITY TABLES a 05f15/15 g - 6 s n 'Z�'� •` '��;` HORIZONTAL ROLLER - LM @ J ROSOWSKI .. o '/ry� I11 1U ��� `HR•' `1 � NTSt" I=18 o4 MD-HR5510-01 g B 5 m TABLEM MIN94UM ANCNORWANTFFES SHOWN. ALLANCNGRAGEMUSTALSOCOMPLYWIIHTHEWXaaS ACWCS VMONTHEML ATIONS. ��{ Anchor 1,4 PRODUCT REVISED a wmp In IM+Ne Florida BuDNn9 dRi N11A-Na 17A451.08 e.plmvnn Dn.a 091L412020 Avn Iho4uct n AOOED NOTE TO ANt]tOR 1 4 m' Na r i o g Ci N (11[ 4Cy 2�. U tya 01 - cwjd 1LL1-Z. `-'� J -N n� ¢ co �Z= R H 1 W LL 0 I ® _ if Q Z ar Nz O .O N go U K �n S Q = �< ' n1 aa LICENSF,•tl/% Q• No. *: 587tl *- NOTES: - - SEE TABLE 15 FOR DESIGN PRESSURE T . EAND5W69CH HEIGHT (SEEEIfftTB 11)F MESU!DIMENSIONSME WINDOW WIDTH-80 T2 IS AS PER THE IRUM ON SHEETS 8 6 "WN. SASH SIZE= ///oNAL+Ett1t 'GLASST SEUSED it 2 2)FORSt2ESNOTEHOWN,RWND UPTOTHENEXTAVNIABLE W IFFHORHEIGHTDWENSIONSHOYMGNTHETABLE. IAAYNf]TBE USED WRH 3)SEESHEET9WRAGUIDETOUSINOTHESETABLES. 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PH SMS (Feed Meeting Rah Screw) 41O SS 32 716511SP Meeting Ral Saw Srpport Plate W63 T5 At 33. 720210 Weep Hole Corer PVC 34 720157 hetall.ow Sam Halo Plua, PVC 37 720197 Auto Leak C Steel 38 720180 Sweep Lack Cast 261c 39 720198 Auto Lock CmrA99emNy Cast Zlnc 40 ax1-1re' Ph, PH SDS(Auto and Sleep Luck Screw) 83 41 7202DO ANoand Sweep Luck Keeper Celt 2mc 42 70,34PPA 40 x 3/4' PH. PH SOS(Keeper Screw) 83 43 7812FPTX 68 x 1/2• FPH Tek(Relnoncomem St Km) SS 0 La Ule Top Caner Key Nylon 45 LsmAtlle Batam Comer Key Nybn 40 Laka6la ToprbnerKey Nybn 47 tmkstik Bottom Corner Key Nylon 40 720204 Wheal Nybn 72 6X135 LemL LG. 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