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Home My WebLink AboutPRODUCT APPROVALDate wz c Impact Windnwc& -ed 13).- 'AS 2�11 KE Storm Protection Prepay R 6402 SE Federal liml, Stuart, FL 3 4997 4235 N HWY A I A Unit 13 SCANNED Fort Pierce Fl. 3.4949 BY 772-834-5487 St, Lucie County StOTie License =CRC1331273 Customer understands that O'Donnell Impact Windows Does not point Does not handle alarm systems prope,al: 1 Does no" move furniture or window 'recimeni s Description p r.c.-Des Esfirriciled Time for JItticn.,_14- 15 weeks Size Description H/HR!CASE/FIXED/AWN/SGDJG FDIF�)JXOX,,v D/ Amount Style Glass Manuf Viny,/N.Um. Color Grills 4L, 2 .7_ 3 vi. No 5 19 V No 6 7 9 10 11 12 13 e15 �i 15 - ---- --- -- - -- ------------ . ..... 17 -DC 19 .... o-,c'zi sn- 7ie-- c�no 1-= wox on mr'� c�-, . . ..... ........ . . ...... . -- - ----------- --------- ......... - ---- -- 20 of �Ioc-cr nc! oiner F -iro vv--k Pernni, cee Acceptance; .Accepted By. LAI JUA4L, (7huA-,f 17 I Romeo Date Accepted By: O'Donnell Impact 'Arind Date Terms and Conditions: This e5fimote is for completing the job described above, based on our evaluation. AQ)un TO -en coItions such as: mold, mildew, wood rot. molorstvcco & drywall repair, repiccment of marble Mills and/or interior him. any pointing. etc. will be discussed Prior to corrections and a contract addendurnwil! be submitted upon agreement between homeowner and controycloL All workmanship/materials guaranteed to be as specified. The homeowner is responsible for carrying fire, flood and other necessary insurance. "HANK YOU FOR YOUR BUSINESS E-MA[Li-� 0-' ---- - ----- (I A MIAMI-DARE M1AMr-DADE COUNTY =IEW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADNIIMSTRATION DIVISION T (786) 315-2590 F (786) 315-2599 www.miamidad e. Qov/eco n omv PGT Industries, Inc. 1070 Technology Drive 400rth 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 AM (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. 1 DESCRIPTION: Series "SH-5500" PVC Single Hung Window—L.M.I. 1 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 06106/17, 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 and Small 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 16-0714.03 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. 17-0630.05 MIAMFDADE rAUNTY Expiration Date: July 30, 2020 r7 Approval Date: November 30, 2017 — — - — — -- - f l/W11 / - - Pagel Ci PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. 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. 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 fired window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer' NXT ml 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. 15-0519.05) 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 5' 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. 15- 9.05 Manuel er P.E. Product Contro iner NOA No. 17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (coNmrm) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (coiv^ wuED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "TrosifolO 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 5`h Edition (2014) and FBC 6e11 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 8/19/14, 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) G. OTBERS 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 firing on 07/30/20. Man Pere P.E. Product Con of miner NOA No.-0630.05 Expiration Date: July 30, 20Z0 Approval Date: November 30, 2017 E-2 - — — -- - - -- — I ANCHORAGE P-5AP ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACTRATINE . ANCH RAGE \ 3&1IB-MA%. D.C. 54•MAX, BUCK WIDTH MA%. O.G FORARCH-TOP VARIESPERREINFONCEMEM LARGE&SMALLMIS•` MWERISIM.FORALL LEVEL SEE SHEETS 4] IMPACTRESISTAN' MD R(SNL / / WINDOW IYPEb) I2' MAX. FROM 12• MAX 1/ HEPpFOR AU. ]P FOR ALL FRAME SFAM B, SEE �{MAX.O.C, 521/8'MA%.000K WIDTH WINDOW TVpES) - SHEET TO -MAX. FROM SEE SHEETS r i-I/4- �1 _ FRAME SEAM p,SEE� r 669 1 I B„SEES_ 30"MAX.O.C.-I.-.�I-13•Mgl( b SEEEET3FIXED VISIBLE 12J / SHEET sNEETJ LIGHT WIDTH B, SEE�-30'MA%. O.C. A.SEE 12'MA%. SHEBTJ 12-MAX SEkT4i SHEET 3 FIXED A, SEE+r 1T MAX. EQUALLYSPSPACED / LIGHT 17-71W MAX. D.C. 1 I SPACED SHEETS EWALLY� 1]->/B'MAX O.C. ANCHORSPER /NEIGHS J— EQUALLY / - 1]-]fB'MAX. O.C. SPACED TABLES B1.T6- SPACED ��jj'' CHORE PER / MAX. ANCHORS PER G 62• H TABLES 0.11 G B4• G BUCK TABLES?V HTMAX._rOWN MAX �— HEIGHT 10" MA%. O.C. HEIGHT UCKIPMAX.O.C. BUCK 10'MAX.O.C. X Q )X HEIGHT IJ _-13ar4•MAx. o.c. ABH 13-]/PMAXO.CEQUALLY _WY13314'MPX.O.C. EQUALLY WSIBIE $PALED - SEEj{SPED �_ SPACED LIGHT�- RNOHOR3 PER , I SHEETS JANCHORS PER 1}j TABLES B-11 1 A 8611ANCHORS PER 1ITABLES 9411 HEIGHT A TABLEB&11Aj 1MAX.OA CHOREAiSA1 D�SEE ICII ^'I ATSLL NO ANCHORSAT6LL B�J� SEESRLWEEP-DiLH 01 P B SEESRL WEEP- Bf-- �SEESRLWEFA rOOTMSASHVISIBLENOTCHDETAILS,-'•'54'MAX.BVCX WIDTH '1 SHEET OETA0.5, sHEEi �I 54'MA%. BUCK WIDTH NOT..LETAllS, LIGHT WIDTH SNEETJ SHEET) SHEET] ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL PRAPID ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGUR4'fION SHOWN WI7H EQUAL-LITE CONFIGURATION SHOWNWITHORIEUPROVIEWCONFIGURATION FORCUS;OMHEIGHi SEEABLE34M-1110N UPTG (GILL TAR ANCHOR DEMDENSI.N. 16R GTHERNAIL-FIN FIGURATiON GENERALINOTES: SERIES 55001MPACT RESISTANT SINGLE HUNG WINDOW 1)TN13 PRODUCT "AS BEEN DESIGNED&TESTED TO COMPLY WITHTHE REQUIREMEMe OFTHEFLORIDA BUILDING COOS, INCLUDING THE HIGH VELOCITY HURRICANE ZONE IHVHZI. GENERAL NOTES................................................i 2)SHUTIERS ARENOT REQUIRED WHEN USED IN WINDBORNE DEBRIG REGION$. FOR INSULATED GUSSINSTALlATI0N5ABOVE 3p IN THE HVHLTHE OIRBOMDLIIE (CAP)MUSTTEMPERBD. ELEVATIONS - IT ......................................................1 3)FOMASONRYAPPOCATIONG IN MIAM4OPDE COUNTY, VSE ONLY MIAMLDAOE COUNTYAPPROVEp MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, INSTALLATION, FLANGE BEDUAL LElVBO%.....3 ASTM MACONCRETFU_T'NRY UNITS AND CONCRETE WITH MIN. NEI PER ANCHORTYPE. INSTALLATION,INTEGRALFINB JLHANEL.. d 4)ALL —Do OO ONCCK9 LESSTHAN I-12'THICK ARE TO BE CONSIDERED IX INSTALUTIONS.IX WOOD BUCKS ARE OPTIONAL IF UNRIS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS GLAZING DETAILS...:.............................._............5 AND 2%ARE 1-12'THICK ORGBEATER.IX AN. 2XSUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLYTRµSFER LOADS TG THE STRUCTURE. MOD BUCK DESIGN DESIGN DETAILS ...:..................................:... 4T AND INSTALLATION IS THE RESPONSIBILITY GF THE ENGINEER, (EOR)OR ARCHITECT OF RECORD.(AORI. ANCHOR QUANTITIES ................... - 8-10 6)µCHOR EMBEDMENT TO BASE MATERIAL SHALLBE BEYOND WALL DRESSING ORSNCCO.USE ANCHORS OF SUFFICIENT LENGTHTO ACHIEVE REQUIRED MIN. EMBEOMENT.INST. µCHORE EXTRUSION PROFILES....................................H SHOIRD BE SEAlEO.OVERALL SEAINGJFLASHING GTRATEGY FGR WA TER RESISTANCE OF INSTALLATION SHALL BE DOE BY OTTERS AND IS BEYOND THE SCOPEOF THESEINSTRUCTIONS. µSEMBLY&PARTS LIST ................__........... 13.13 011/d USQ SHIMS IT REQU10.E0 AT EACH µD... LOCATION WHERE THE PRODUCT IS NOT FLUSH TG THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. CODESSEMBLYAROSTISLIS T) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON 6TF UCTURgL &CYCLE TESTING AND GLASS PER ASTM E1300. •201] FLORIDA BUILDING CODE (FBC), 6TH EDITION B. POSITIVE DESIGN LOAD, BAGEL ON WATER TEST PRESSURE, STRUCNRAL&CYCLE TESTING AND GLASS PER ASTM E1300.-2014FLORIDA OUILDING CODE (FBC). STH EDHION - C. DESIGN LOADS ANE BASED ON ALLOWABLE STRESS DESIGN, AGO. B)THE µCflORAGEMETHODS SHOWN HAVE BEEN DESIGNED TO RESTS TTHEMANOLOAOSCORRESPONOINOTOTHEREQUIRED DESIGN PRESSURE.TE J3-tp%STRESSINCREASEHASER BEEN •AGSMF&PAN9 PRODUCTRLMIED USED IN THE DESIGN OF THIS PRODUCT. THE I.6 LOAD DURATION FACTOR WAS USED FOR WE EVALUATION OF ANCHORS WODp. ANCHORS THAT COME INTO CONTACT WITH OTHER ALUMINUM DESIGN IMANUAL,.ADM-0053TRUCTION evmMP^e^'INNe Fiv°°+ DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. Bu113blC & S) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE RENEWED BY THE AUTHORITY HAVWRITE8 RONZN. •AISC30D12 IO)REFERENCES: TEST REPORT, FRd9646 7966: ELCO ULWACON NON ELCO CRETEFLEX NON ELCO AGGRE4ATOR NON ENERGI WINDOW AND DOOR PROFILES. LT[1 WHREE 80.0NZENGHIER •gIGC 350.10 ALUP1Anw� SHADES OF CAP COATED PVC EXTRUSION NOBS: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSIIAF&PA NDS & ALUMINUM I AL aeWelonr 11)APPDCABLE EGRESS REOUIREMEMSTO BE REVIEWED BY BUILDING OFFICIAL NYLYNA/M]o UPDATED TO FBC 2017.-JR- M�1; .4nFWadN Lrlrr..<'I USER INSTRUCTIONS: ` ♦v;.'dcENsp�(F� ; 06/06/17 N.:' 1J DETERMINE THE BITE SPECIFL WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASLEL Np. S8705 - 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TG THE INSTALLATION CONOFRGN9. _ *� * ® peaedpUan: pmw. SY 3) KNOWING YOUR GIAZINGOPTION((ABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINOOWSDESIGN - q a iWOTECHNOLOOV DRNE GENERAL NOTES&ELEVATION JROSOIA: PRESSURE FROM TABLES A-8. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW ��' (1 %�- Iy-; (V` N.VENICHNLOGy Bale: OPENING OBTAINED IN STEP I. �.- 3 TEO 4) DETERMINE THE ANCHOR OUANTITY FROM TABLES 9-11. VERIFY THE ANCHOWSUSSTRATE WILL MEET REQUIREMENTS FOR ''�s P SM.:�C (WI"BoT600 SINGLE HUNG WINDOW IN STALLATION-LM 0511"1 YOUR OPENINGS CONDMON PROM TABLES 2OR 3. AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET-SETARE MET. f00.10?.�' \�� 5) INSTALL AS PER SHEET 3 FOR TRRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION . ,YOj S�ONAL �N ```\ Feidol5^aEB,wc bense/uoCee Jee6: SAeel: OmMV Ne. I1" 11/ll 11111E uvnlomlReaePVEn NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (3-CHANNEL. FLANGE, A. LYNN%IIILER, PE. CERT. OF AUTH. 029296 SH-5500 NITS 10F 13 MD-SH5500-01 INTEGRAL FIN OR EQUAL LEGROK). P.ER 58]BS - TABLE D ALLOWASLEGIASSTYPES OeYgn Prela0rc Beaertpaon(UYedhamEaWriminfoled-1) Table4 eheetdLsmlmtad 1.0.: 1/0' A EaledorCep+7/10'Alr Space. WlT Leminetsd;(2)Utmofl/8'A GIm¢ v41h.09PPVBbledsyel,5Leminabd LO.:1IB"TExled.r Cap+]/1B'Mr Specs+N76'Leminaled;(2)Ules of ll8AOleae vdth.o90Pneeyorq 6LaMna,adl.0_WIT AExleder GP+W6-Pir fipeoe*N1B'Leminaled; Rl Ulee of i/BAOlem with .O9OPVB ayer6L9Mm1ed LO.: W18' T Eatedor Cep * WB' AIr Space + N16Laminated; R) Uleaof 1/BA esew.or4, re 6"re Noted 1.0.:116AEt.ftrCep+]/1WMrSpace+N16'Lem111elad;R)NBao11/9] 1 IAMneled l.0.:1I8'TExled.r Cep+)I16'Nr Space+N16ad;HGleae xiN.OBO'SOer7 ] Laminated I.G.: W11Y A Ealedor CI + 3/B' AIr Space+ WIT Laminated, R) Ulm or 710 H Glme w11] L.minated 1,G.: 3/16' T 6ledor Cap+ WB' AIr Spa7 Lominaled l,G_i/S'AFaI.fPru.p+5/18'Alr Space♦T/10'Leminetad;R)UteeoflVIVAGlme unite .IloO'SGintedayer S ] 1/ 1IM-Leminstadl.0.:1/e'TEstadar C.p+SHIt'Alr Spaue+711V Laminated; (2)U--of WIB' A Glme xith.OBm SG lnledsym 8 7 15 T/B'L.mlmb,cl10.:3I18-A Ealedor Cap+1/4'Alt Space +T/16'Laminated; (2) Utes of WlW A Glees WM.M-SG lnledayer ] ] 16 TWL.mlmtetll.G: ZIHF TEatedarC.p+1/4-AI.Sp.m+i115-ummted;(2)Ulse.,.IW A Glass xiNABP 501nmdeyer A—, 7 7 ABLE 3: Group ALLOWABLE ANCHVHB I nnuven Anchor mcP=. . Substrate Mi.. Edge Distance Min. Embedni E 24127 a A31' Canm., Nall P.T. SMhem Pi WB' 2-7/18' 2-12' RlllpehaNc Rooing Nag P.T. SMhem Plm (SG=.sS) F 010 Trumhmd SMS (eleel, I" S.S, 41U S.5.) P.T. SMhm la elre (SG=.55) 1/2' 1JI8' Aluminum, BOBbT5' 31W 0.0SW . SIBN SludOr3W 318' 004511- (18 G..) 51101, 36or WB 050' p12SM5 (.last. I" S.S. cr410S.S.) .. SG-.55) PTMhemPlm( 0/16' -318' a,,ipppl 65gyT5• WB' 0.083- SIaY SIW, Gr. 33' WB' 0.050' SIeeI, A38' WB' 0.050' GLASS TYPES 5. T, g, 11. 13 815 MAY NOT BE USED M � THE HVHZ ABOVE 3B. READ 3 3 EYONOYOND HE ETAL :UBSTRAIE. IINGROIfIEU :MU' VALUES lAY BE USED OR GROUTED MU IPPUCATIONS. Fmme Type. pea mg B) Glass Options (see Table 1) Frame ContiGa tees FlB A) Fmme Shapes (see FIB C) InYallaBon Options Net may he used Fion9ance ( 5-IS Ewel-Lila, Odd/PPW. & College Swe"VRA.L,Thmugh Arch -Top& Rddlm-Top the fcon . of the xindovr..-:.Ihrwph ....into ?X Wood FremNBuck¢Idp-¢heel 3, oplion 1 .... Int. CaRm,lafCMU- sheet 3, option lXBveksldp Into ConemINCMU-sheet ], oP� .._el ....Info Metal -.heel 3, oplion 4 0.1 Ew.l].eg (44) 5-16 EAu"Ie, Odell is lm & College SwarelReol.. Amh-Top& RediUS-Tap D mugll the lam. ofthesMdaw..........IhrwBh .._In'. 2%Woad FrmmlBeokatdp-sheet 3, option 1 ....his C,KmhgCMUI-.hml 3, oplion 2 l%Buck¢IdPMto ConcmtelCMU-Sheet 3, op ,,,.Into Metal -shed 3, option 4 ,LCM1ennal l5A 5-13 Ewal-Ute, OdeVPmdew &Cottage Sti-InER-0- Aech-TOP& Remus -Top Through the Ino,ml in...... ..into 2XWood Fmme/B..k.IdP-¢host 4, aplion5 ....Into Motel - shoal 4, argon _ Thmuph the home of the xlodow..._ -.into 9( Wood FremNBuckatdp- sheet 4, optf.6 Into Metal - sheet 4, option Integral Fln (M3) 5-6 Ewal-Ule, OtlellPrWew e College Swerel sort. A¢h-TopB Rotliva-Tap 7.9h the InlegrY fin...... ....Into D(Wood FmmelBuekeldP-.heal 4, oplion 5 ....Into Melt -sheet 4, optim,i Thmugh the tome .1 the wlndow...... ....in1. 2XWood FmmNBuckaldp -.heel 4, eph.6 ,,,,Into M.IY -cheat 4, 111.n 8 FIGURES A FRAME DONFlGl1PATIONS MDM EQUAL-GTE ORIEL COTTAGE —{BUCK WIDTH l re -�IBUGK YADTHI--•--�BUCKVADTHI TIMT i U T at At �PECTA IAR to RADIUS —TOP ARCH -TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE VSED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS A-10. * ; No,58705 O O-7 JEP INFEGRALFlN OJ-CHHAAB]JILJI1yiNNNNELEELLT` FIANCE B00%OR EOEO Meledel Min, F1 Min. Fa Steel Scrcw 92 kY 120 kY 18-8 Semw 60 k¢i 95 kcl 410 Screw 9D ksl 110ks1 Eko A9ges-GetOA 57W 96 trot EIco UIImC.rtID tl0 SS Eko CrateFkaO 155 WI 04ksl ITT ks1 189.7 kal fiW&TS Aluminum 16 1,11 2g k., A3fi Steel 36 kal BE kY Or. 3J 81eel Clod 33 Nai 45 ke1 ANCHORS RE -GROUPED. - JR - 06/06/17 •A•=ANNEALED W . .EAT STRENGTHENED T=TEMPERED D B BII -TR0 PVB V INRARPY PMERICH, RICA l INC. lG-= .09o- SENIRVGIASIS INTERLAYER BY KURARAY AMERICA. INC. PRODUCT REVISED mplyin9 wilk du F!md c.15ch pCade 1 %,- ,20 , AFeeplen%Or G' Min Dede NtkuN C.1 - i Om.n By: 'MIN.OF3N.VENIOE, Beyo�NDn+E METAL SUBSTRATE. �`SS "?,S."..pP'•�G Are TONAL E\a a Illl I 1\\ A.LYNdAluVK,PE 1070TECHNOLOGY DR. FL Ngi6 l�1Ne0.�„memrr GLASS/ANCHORS/FRAME OPTIONS J ROSONI SINGLE HUNG WINDOW INSTALLATION - LM Bafe_ OS/1:! rer°I°mm�•'• _T woma MVMD c Se,l.e/Ilodd: SH-5500 Sm,e: NTS SM1eet 2OF 13 gv.4ry xo. MD-SH5500-01 INSTALLATION DETAILS FOR FLANGE & EOUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 EGGS DISTANCE ANCHORED THROUGH FRAME IWO]XWOOD FRAME OR BUCKSTRIP. EMBEDMENT DIRECTLY OTTO CONCRETEICMU. SEE NOTE 2.IfH15 SHEET. EMBEDMENT rL� iF EDGE Ur FLANGE FRAME j1 DISTANCE SHOWN I 4' BUCK HEIGHT FIXED VISIBLE LIGHT HEIGHT EXTERIOR (VISIBLE LIGHT HEIGHT —414'M TYP.ANCHORTYPE, d2 SHIM EMBEDMENT AND !—I TYP.ANCHORTYPE, EDGE L—.) EMBEDMENTANDEDGE DISTANCEPER DIBTANCEPERSUBSTRATE. SUBSTRATE. SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. 20 OPT. SASH TOP FLANGE LIFT RAIL FORALLWINDOWS: FRAME MOTU: SHOWN _. 1 ANCHOR @355' RUSE ONLY 21 FROM END AND AT CENTER. SUBSTRATE -APPROPRIATE ANCHORS USTED ON TABLE 2, FOR WINDOWS SHEET 2. FOLLOW EMSEOMENTAND DAD OVER 36'WIDE: EDGE DISTANCE UKTS.ANY M1V ADD ADDIRONAL INSTALLATION OPTION GROWN MAY IB 4] O 35 SCREWS @16315' FND. BE USED ON ANY SIDE OF THE FOOR RWIWINDOWS WITH WINDOW. 114•MAX. — \ BOTOMLOCKS: E)MASON0.Y ANCHORS MAY BE SHIM / ADO ADOInONAI USED INTO WOOD AS PER TABLE 2. _Z22:4 SCREWS ®8316' SHEET 2. ALL WOOD BUCKS LESS FROM END. THAN 14Q' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO Im SUBSTRATE. MOD BUCKS DEPICTED AS 2X ARE 1.10THICK USE EITHER OR GREATER. IX AND 2X BUCKS \ LATCH OR (WHEN USED) SHALL BE DESIGNED / BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE 64 'TESTEDUNIT THEETRUCTUREWOODBUCK FRAME LOCATION: B.518' DESIGN AND INSTALLATION IS THE SHOWN FROM SASH END. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. LIGHT WIDTH BALANCE PE VARIES INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONC S51EICMU. SEE NOTE 2 THIS SHEET. EMBEDMENT 1/4'MA%SHIM —�- i] EDGE DISTANCE �E%TERIOR ST FIXED VISIBLE LIGHT WIDTH BUCK WIDTH HORIZONTAL SECTION A -A EMS STEEL EXTERIOR 66 3)VISIBLEUGHTWIDTHOR1mGHT INSTALLATION �1 (ALSO REFERRED TO AS DAYLIGHT 0 PTION4 3� OPENING)ISMEASUREDFROM ANCHOREDTHROUGH �1/4'MA%SHIM BEADINGTOBEADINO. FRAMEINTO METAL 1111/ .27'%11S 1 NOANCHORS WEEPHOLE REWIRE= WMOVER0 FLANGE OR 2Er FROM EQUAL -LEG EACH END. FRAME SILLS VERTICAL SECTION B-B /v'w/ I R:' P VISIBLE LIGHT FORMULAS _*,: N..5BTO5 ; - �J whn+ ®SASH: BUCK WIDTH. &12' 1010 TEGHNOLOOY DRIVE ®FIXED LITE: BUCK WIOnI-4JI6• tVw` N.YENICE,FL342T5 HEIGHT (EQUAL-LNE) :I ;sl "'<ORIDP.. G\�` (041H8D1600 CpT1VLMP2olI BUCK HEIGHT(!-3-15116' "O/S'ONAL `.N \` rnrnnl\\`\ FOTM➢1191KIEs,wc. nunNKrewsFmTP AL NN P"SIIER. RE PEA SS105 CMT.OPWTM#2929S 114-MAX SHIM L u EOVALEFRME INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INFO METAL RSLLAQ _ EMBETRA Il 11 TYPE. ANDDEosr nlo DISTANCr r EDGE SUBSTIV, '. DISTANCE SEE TABII SHEET2 i & EQUAL-LEG/BOX FRAMES J ROSOVI ;' WIe: HUNG WINDOW INSTALLATION -LM 05/1'•1 score: sn.et Dm.rn9 No. — T' i500 NTS 3 OF 13 MD-SH5500-01 INSTALLATION OPTION 5 ANCHORED THROUGHINTEORAL I-F EMBEDMENT FIN IWO 2XIWOOD FRAME OR BUCK- STRIP. SEE NOTE 21THIS SHEET. JCHANNEL FRAME SHOWN 1 T— FIXED VISIBLE LIGHT HEIGHT rc BUCK HEIGHT SASH EXTERIOR VISIBLE LIGHT HEIGHT IaT INTEGRALFIN FIN & J-CHANNEL FRAMES INSTALINSTALLATION OPTION 5 OPTIOFRAMEIINOO ANCHOREj;AROUG 2X ANCHORED THROUGH INTEGRAL FIN WOOD FRAME OR BUCKSWIP. SEE IWO 2X WOOD FRAME OR Imo_ EDGE DISTANCE EMBEDMENT NOTE 2, THIS SHEET. SUCKSTNIP. SEE NOTE 2. TH19 SNEET. 0 114-MMSHIM 114-MAXSHIM 16 DISTANCE TE P. SASH VISIBLE 1�— 17 tEOGC EMBEDMENTMD EDGE 1B LIGHTmDTI r❑L�I� PER SUBSTRATE. DISTANCE S ABLE 2. HET 2. SEE T(SCE2. SHEET2.(SCREWSHOWN) 40 BALANCE EMBEDMENT {T `1/4'MAX SHRA TYPE VARIES 42 MTHSASH o 30 EDGE WEIGHT S/TYP. _ ANCHOR DIST'MICE Q 0DISTANCE EMBEDMMENT AND 95TRATE, PER SEE TABLE 3, SHEET 2EMBEDMENTRIOR (NAIL SHOWN( n BT� INTEGRAL V 3 FIN TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE HTF of FIXED VISIBLE FRAME3. ME S SEE TABLE 3. SHEETEET 2. 2. —1 LION T MOTH SHOWN (NAIL SHOWN) 201 OPT. SASH TOP J-CHANNEL I LIFT FAIL FRAME FOON5: NOTES: SHOWN — BUCK mDTH 1 ANNCHORCHOR9ANDA 1)USE ONLY HORIZONTAL SECTION C-C MOM END AND AT SUBSANCHORS -�21 CENTER FOR mN00W5 TATE ANCHORS LISTEOON BLES APPROVED MULLION, FBC WMPLIAW ALUMINUM6TEEL FRAMING OR STEEL STUD. 221 -1 OVER JB'MDE: EMBEDMENT OF SHEET 2. FOLLOW EMBEDMENT V4•MN( L..� pAOE MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES. TABLES SJ, SHEET 2. ADO ADOIRONAL ANDEUGEDISTANCRUMITS.ANY SHIM SCREWS01"r OD O FROM END. 3$ INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF ME FOR mOOWs MTH BMIT LoLOCKS: WINDOW 1/4' MAX. MOOR H125TEEL —�I SHIM MAY BE SELF-0RILLING-� 16 ADD ADUfDONN. SCREWS®63IB' FROM END. 2) MASONRY ANCHORS USED INTO WOOD AS PER TABLE 2. SMS(GSL SEE [2. ALL WOOD BUCKS LESS TABLES 26J. SHEEQ� THAN 1.12' THICK ARE TO BE SHEET 2. U CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF Illu�,l UNIT IS INSTALLED DIRECTLY TO USE EITHER LATCH (SHOWN) SUBSTRATAS E. WOODBUCKS ARE HICK ��r �p// 1� OR BOTTOM LOCK (SHEET 3). b TESTED UNIT B3 TER. I 2X BUCKS u ORDEPICTEDGREATER. OR GREATER. IX AND 2X DESIGNED (WHENUERLY TRANSFER LOADS NGERON EIOR TO PROPERLY TRANSFER LOADS FLANGE REMOVED LIL—� LOCATION: 65IB' TO THE INFIELD RUCKSWE �o FROM SASH END. ANDSTRUCTURE.WOOD DESIGN AND INSTALLATION IBTHE RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN OR ARCHITECT OF RECORD. FMME SHOWN UU NOANCHORS REQUIRE IN FRAME SUS IF ANCHORING 3) VISIBLE LIGHT MOTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION DAYLIGHT OPTIONS OROOUCI'REVISED FRAME (ALSO REFERRED TO AB OPTION? ANCHORED THROUGH FRAME INTO METAL CoBdmIk IM FAv M OPENING) IS MEASURE FROM ANCHOREDTHROUGH FINIFLANGE REMOVED) Duilalmp�g (o O.r _Ur MAX BEADINGTOBEADING. IIIS IIIII INTEGRAL FIN IWO METAL (INTEGRAL AemOmm Ho/7 2T X 1.26 WEEPHOLE OE COVER ® 2.02- 3FROM EACH END. TYP.ANCHORTYPE, —� EDGE[ EMBEDMENT AND EDGE - DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET IL —I EMBEDMENT (SCREWSHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D-D ANCHORED THROUGH INTEGRAL FIN IWO2 MOD FRAME ORBUCK- STRIP. SEE NOTE 2, THIS SHEET. VISIBLE LIGHT FORMULAS WIDTH @SASH: BUCK WIDTH - Bin' Q FIXED LTTE: BUCK MDTH-L"- HEIGHT(EQUAL-LITE) 8UCKHEIGHT2-3-15I16' Ip q R Wbn: E Wn MI.By Alp. el .a.�e t 58105 ' Oncdpflen: J-CHANNEL & INTEGRAL FIN FRAMES J ROSOIN'; D 1 LC t/J '. I �� IWDTECHNOLOGYDRME STATED .p ;' R, (� ''•:I,10RIOP.. \?�` ' N. VENICE,FILL 34275 B41 00-1600 ( YCIFRAMCfiN 011e: SINGLE HUNG WINDOW INSTALLATION - LM Dale: 05/1,,/ SAONAL ? f-\ 2111111111 \11 voIIIOY9IRFB,INC. -F. Sedee Scde! NTS 77 0F 13 lf' MD- Dmvdp No.SH5500-01 A LYNN MILLER F.E PE.050T05 SH SH -5500 CERT. OF AUM.T2B28S 718' NO +{ ]IB'NOM. �-•— "I ]l9'NOM. I-�— —^'{ ]IB'NOM. Imo— �"" 7I8'NOM. L. "• I I I 5116" A(A PVB 5/16" 5/16' A/A PV8 5/13" HIM SG 5/16" A/A PVB 3W 3/8'AIR SPACE 7/ifi"AIR SPACE 7118-AIR SPACE 7116' AIR SPACE 3/16'TGLASS 178" A G 1/8'A GLASS 1/B°T GLASS 3/1 aEXTERIOR aE%TERIOR a EMERIOR ]6]B ]o-ro e 1&19 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE � GLASS TYPE 5 )re•NOM. —•-{ rIB•NOM, I-� —�{ ]IB'NOM. Imo-- �-I i]8"NOM Imo— —�I ]IB'NOM. Iu_ 6/i6"HM SG 5/16"H/H SG 5/16'H/H 5G 7/16-AIA SG 7/16"AIA SG 5/i6"AIRSPACE 7/16'AIR SPACE 3/8'AIRSPACE 3/8"AIRSPACE 5/18"AIRSPACE— 1/8" A GLASS 1/8' T GLASS 118' T GLASS 3/16" A GLASS 3/16" T GLASS EXTERIOR a EXTERIOR 1. 'a EXTERIOR a EMERIOR a E%TERIOR Bip • ]&10 ]&]p GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 1d GLASS TYPE 10 rIB'NOM. �-•— �-{ )IB'NOM. Imo' I 7/18'A/ASG 7/16-AIA SG 1/4' AIR SPACE 1/4" AIR SPACE 79-79 1R'NOM.GVS9 OV.SS TYPE39TRROUGH BRE TYP. 18 MAY H�BEUSEO 3/16'A GLASS 3/16"1GLASS WITI CHANNELOR • FRAMES /]-. EXTERIOR aFXFERIOR 72 79 INTEORAL FIN <r 31 'GLA55 TYPE55. i.9, 11. 13 S 15 MAY NOT BE USED IN PRODUCTRENISM Tlrw^.- EXTERIOR . 75 • THE HVHZ gBOME 30'. GLASS TYPE 15 GLASS TYPE 16 mcAn�WYI^9viNRn a'Rdmre a°iu a 30 ' 30 I o GLlSINO NOTES: • -, •• ° • q•=ANNEALED TYP. GLAZING DETAIL 'H'= HEAT STRENGTHENED T=TEMPERED 'P119'a A9PTROSIFOLGL®5®BY M� yPMERICANC ,0', BU'SENTRY FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1. SHEET 2. P/A PVB AIR SPACE 6' A GIASs aEMFRIOR 111II I11 NY LYNN :O t1GENSF 9 '.0 2Z I�-: K� .0�._ sr T'�w� DNAL E��.�• A. LYNN MILLER, P.E P.EA 5B103 ACE LASS ]6]B - Miunl ndaPmducl CaNtSe 4' ® pre.n Mc - °a""°NOe� J ROSOW31 IOLDOr DRn�E GLAZING DETAILS _ FL3M1216 Bede: B9 nw vR•>aR SINGLE HUNG WINDOW INSTALLATION - LM 05/11,/ R'D't M�eePY�Eu Sededel: Scale: SM1sele Om+lnp au r. A� Fm295 SH-5500 N T S 5 OF 13 MD-SH5500-01 JAMB I I L e, �YTP•• Del 1p^ P nvevn. m-Me E.1ee .FS0.0 Nlnen4rl Fa•e Wbr+0. mhrhe. BEE TABLE 9. SHEET a FOR ANCHOR GROUP AND OUANRTY. SILL HEADER MEETINORAIL SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5 8 7 & e_ (REINFORBLOWNIN FIGURESABO]/E APPPLYPLY TO ALL FRAMEIONS)TYPES& I CONFIGURACONFIGURATIONS)GU i NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FM. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. ]) FOR SUES NOT SHOWN, ROUND UP TO THE NE]OAVAIABLE WIDTH OR HEIGHT DIMENSION SHOWN ONTHETABLE. w�tlP• eInEA]!n Bnansnh vaA+a r.el.e �geDvmbn AInV1eMn nn NNN rnPq Dee10^Preseurs,lbelftr ubb nn RNS A] Epalnn II.ID1 •mn 61 w.eulm +Een.lx .]v.e w.o Pqu411• 1LM]•N31e •e9A .me •65.0 .mA Nm]NPmA+ u.m.asM �mo .m.o ao.a TE1el nl11.9sJN evv -mv .m.o a4a s�.N.ewav a4o sm! E9aloH IAi.en.Aasr .axv •mv .mo 6hntlNPMew II6Rdr31e .exo .mo •mo ao 6Mn1 um.iEsle .a10 -mo •65.a -TTe nsm-311. • -me •ma ay.o bve¢• A7,, •eaa .mv •mo aao 6lmive GA•P nn-]e •exo m.v aao pge4M nlnA.e" . le •exe .mA w. •61➢ . R.mNROIen n.m].mne • .]vv wsn n3n smame v.mnum77F. •mA aav T.nnl u.emsxeD .m.e .m.o m.a.aal�m laen.9lsu ERa+a• msn.9xsle . •me 9mmallvLr nan-msle •exo .mv .Mn aae mn ven.l+.em 7d aae € smna� 1•Ibl D.m.aue nAf.A.6D •vA So .m.A '�'D +mA •ma ano SedeEftlW ID31I-93e1 reF EwaBM1• ]SSILH311 •650 .10.0 •NA aa0 j .e B]6 bm 9n• nYM+NPWee 10.61]-9616 Ildn. .eke •650 cio aa0 75 •WA •v5A .me oe in 11]I]-1]31e •e4a a4e la„mr. aannesH •uv .rm •me a4o ' 6h1n1 11.m.tisl6 •e4o .m.e •eSA �mo saes.ttale .exo •exe m.B.aml.v. vl.en-x.sm .exe .mA •uo ao.v EpNm. men.] •exe roA •6A ]ao 9mMauv+r nmr.II m le •uA my .m0 nA wev cv. msn. me .exv aav vv bm 64• .......A310 A. mn •mA -14A mach. .exv .mA ......nale Hsle .no Amvm• ueN.nAle ws aao .m.v aes T.Na usn.unH •ese aoo . .mv wan9n. nnr.ame •vxA a4v •mn 75 EYNY vsn.m.me .eaA �me wm^6n. mn.>san .exv -mv cnra.e P�.Te. Aen.aan .eeo .mv •nn -mv wlev fin. mmr.mele •aso .m.v emnnl ADe.mdle .axo aav •uv ee.a EptlA• M61]-.1 1 -10.o WA -mn N w4n94e nell.Adle • •mA <l.] sYm.aPMex Aele�ud�e esv ens otm rm.n n.eu •exo .mo .M.v m! see SES H "MIN.. SASH n Tvpu ale, rse DeslBn Pre n. NeAl •6SA/-I00 B•MemYnl FVIINnewM u•F rhn ANCHOR �GROUP AND QUANTITY. HEADER MEETING ML JAMS SASH HEIGHT srtx O SECTION DETAIL FOR WINDOWS WITH LEVEL RZ REINFORCEMENT & GLASS TYPES 116 1 & 6 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) FRODUCTRF.VISMI .nmpl9inp wi14Ib, F(m:J,. AFaplapae Nl /pai�J . Pne Une�y �A)61. i RMe9Ane M'nmi edaPMd.' YJ j * No. 58T05 :_ *3 u f Q/ N. VENICE. F'�TORIOP,:' WtNB0.1 "S'ONAL]ENGl� 'S A.LYNNMILLER.PE. P.EA 567M (�RT.OI I PRESSURE TABLES J ROSOVV::a ovm: HUNG WINDOW INSTALLATION -LM SM.! SM1•• 79 ... s i500 NTS 6 OF 13 MD-SH5500-01 FEET. I E Pv T K me ln• 114 f1 Ic4 tvl s 23d EI li.n0 onlem Bvn eigllm MONn aN n®wlNw IYONsasn EWENe fleMeNCaOeve maMWP n1•U ie0v1 91 •NMCe0e0e Epu.Ae BlugeNPIMN gMN•1 YM1 N Helgl nq AN ILH. 1l%1-10.e10 11]Ir-11N3 31011.19]ae D.I. 11.a1]-wl, Illll�tlafe 11.3P-11.s11 peelpn Pinaun N.T+ Bn 11e Ele Ol lenl 1 Bnym amM1 R•eMOmbyvn 4UPOVnibe Nab 8••M11Uble neya A^) peelgl Plemu•er IOeIR] WInOmBUk\VIe50n MNe•Bue4lnOm IS •]40 90.0 •10.0 •10.0 I -A •lOd 90.0 `m.0 -MD •]09 90.0 -A.0 •10.0 )00 31 -1 +eD 'A. -n0.0 •100 -If0.0 •140 -19D.0 n 0 110.0 •Ia.O -n0.D •1 .0 n10.0 R0.0 -1w,0 •I0.0 �IIBA •10.0 .,AA •10.0 -IIO➢ V0.0 -110.0 •]0.0 -II0.0Im0 1 0.0 -110.0 -+IOo -110.0 -110.0 -1100 -I1n0 110.0 -IInO -110.0 -I1a0 -nno -IIOd 3E •10.0 n40 n0.0 •)a0 •M. •10. 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ReM' wnEL Asn-a.em .ma -v0A a0.v -ua0 +IFO .un0 •mI AIM ane.ANe .m4 -Noo •mo -H...1. -no.o •m.v nmo y EryWle W111.5.1 •m0 -n0.0 .ro.0 -Nne 140 7T.7 .140 JISJ peymg4e aw.ermy. y511-».na R7.-Alle eIAY -_ •AO •mn •m0 _ -110.0 -IIOA -IIOD ___...__........., •m➢ .m0 .m.v �n0.0 -1100 -IIOA Q0.0 •S0.0 70.0 JIOp .IIaO .I10.0 •l0.0 •m0 •RO n10.0 -110.0 AIaO Ol.la. Tllnl JAMB SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES 9-16 IREINFORCEMENTS SHOWN IN RGURES ABOVE APPLY TO ALL CONFIGURATIONS) 'GLASS TYPES BTHROUGN i6 MAY NOT BE UGED WITH ,BCHANNELORINTEGRAL 0 FIN FRAMES SRL HEADER MEETING RAIL REVISED SASH HEIGI SEETABLEII,SMehl 1O1v .... onw.r...v...r--.... .. "MIN. SASH HEIGHT= WINDOW BUCK HEIGHT-6o.136 "MIN. SASH HEIGHT=WINDOW BUCKH N �IIII�ILF'1^/\/1'1/,\yy-��-IL�Ary�}�III RmNien: 0 r - -• MIA.Gn4nl *: No. 6B)O$ t N DESIGN PRESSURE TABLES J ROSOW`< NOTES: _�: (/L-G'j'q= y � 1W0 jECHNOLO0Y0RNE HUNG WINDOW INSTALLATION - LM OS/1!J 05: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLEDTHROUGH THE FRAME. =A �- �� N. VENICE. FL 3JP6 3)FRAMEDIMENSIONS ARE BUCK SABNHEIGHT IS AS PERTHE FIGURE. .FLORIDP:' SS � GO SINGLE garSBlamomR Stele: 91ae1: I]rn'Iny Ne. ]i 3) FOR Bing NOT SHOWN. ROUND UPTOTHENE AVAILABLEWIDTHORHEIGHTDIMENSIONSHOWN ``E?•� A.C>'Jd LM1tLER�P.E. PATemYmmlgC' Iaimra4aaFsurgD SMmNodY: SH-5500 NT9 70F 13 MD-SH5500-01 CERT.OFAUT1109060 ONTHETABLE. RE A SB105 N .1 m � ��n�ononnGoon©Goo©nnonnonnnonno©©©on©©�©nOnnnnononoo©non©©noMuni cn ®-t . �®�ononno©©noonoonoo©none©o©no©©onono©nano©©no©o©nonno©Goo©noni .. m .. � a��®®o©onnonn©nano©nonno©©ononnooOnonnon®nnnnnnnnoonoonnonnonnoni p�nnOnnnOnonO©nnnnn©nnn�nnnnnnn0©n©nnOnnnnnnnnnnnnnn©nnn©onon, ® a000000n0000000000000000o00000©000000000000000000000000 n on n ono©©o©o©o©©nnn©©o'o©©©©onon©©©o©©©o®oo©©o©Goo©©o©©©o©©o©©©oi 0000©oonnonoonnonnBE] onnnnon©non©oonnnnn nnnnonnnnnnonnnnonnonnnnnnnnoo'nonnon©on©nn©nonnonnn©onnoBoni oononnnnonnnnonnnnnnnonnnnnonnnnnonnnn©on00000000000nnnonnn onnonnonanonnonnnnnnonnonnnnnnnnnnonnonnnnnnonnonnnoonnnuno on on©©on©on0000Goo©©OnnoononL�ion®©oonnnnnnnnno nnnnnoonnnnnnnonnnnnnnnnnnnnnnnnnnnnnnnnnn©©onnon©nnn©nn©©o nnnnononnonunnnnnnoanonnnonnnononnn©onnnnnoonnonnonn©non000 n©nnunnonnnnnnnnnnnnnnnnnnnn©onnn©nnnonnnnn©onnonnnonnonnnal n©nnnnnoonnnnonnn©nnn©©nn©ono©no©onon©nononnUS nnnnnnnnnnnnnn©nnnnnnnnnnonnnnnnnnnnnnnnnnnnn�nnnonn®nnnnnn nnnnnnnnnnnnnnnnunnon©nnnnnnnnnnnnnnnnonon©onnnnonnnnnnonnn nnnonnunnonnn©oonno©©nononu0000n©©n©ono©Goo©©no©o©nnn©nano©n onna Kill nonnnonnnnon©�nnnnnnnnnnn©n©nnnnnnnnnnnnnnnnnnnn©noni nnnnnonnonnnnnnn©nnnnnnnnonnnnnnonnnnnonnnonnnnnnono©nn© nnnnnnnnnnnonnnnnnnnonnnnnnnnnnnnnnnonn;nnonnnnnnonnonnonnon nnnnnnonnonnnnnoonnnnnonnnnn©onnnnnnnnnnnnnnononononnnnonna onnnnnnnnonnnnonnnnn0 n000non©nonnnnnoon000�onno©non000©Onn�onn000n000nnon©noonono© nnonnoo©ns^�on��n�oo©oManooun000nKin nnnonnonnnnonnonnnnnnn©o©nnnnnonGonnon nn0000nnnn©o©nnono©onnoonoo©no©nonnon ©n0000nonnn©nnnnonnnnnnn�oonnn�nnnnn©no noun Dal nun nnnnnnn�n© nn Gonna©0000nnoonn0000noo EB ME -W.136 I NOTES: 1) USE THEABOVE'ANCHOR QUANTITIES REQUIRED .........-TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE ABOVE "MAX ANCHOR O.C. SPACING......._' TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK. -MR' - MEETING MIL. 4)FOR SIZES NOTSHOWN, ROUND UP TO THE NE AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ONTHE TABLE. 5) REFER TO TABLES 2 6 3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. IYN TN0N i .58705 7 TECHNOLOGY DR IsATE D : ((�` T N.NE N. VENINICE FL YIY]6 + A attNeo-ls6o �01(ONAL,.r`` Hi`TIINIu DIR.M'c. .N...eEWn - M...a.me.o.aspa.mpmr �mepnlrm-m.un.me PRODUCT REV1SEb plYioB wl�fi 6v. flc; i`'� BMI aN Cade ee��w,a Vd /7 Hai C Mn Uvin y�GL �ey_ J gy{.{ nmml enePmnea cwm�l ANCHOR QUANTITY TABLE JROSONI'' nue: o SINGLE HUNG WINDOW INSTALLATION - LM 05/1'/ SVAv/YOJeI: Seele: SOeet �N-FFnn NTS 8 OF 13 MD-SH5500-01 ) UI I) USSETHEE ABOVE ANCHOR QUANTITIES REQUIRED.._.._..' TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. ABOVE -MAX. ANCHOR O.C. SPACING.........' TABLE FOR ANCHORS INSTALLED THROUGH THE INFEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK. TAR". MEETING RAIL. d) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5) REFER TO TABLES 2 6 3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS P#.OCENSGENSA. •. C(� Na. 58706 .P *t t *_ T 5 TE' �� 'F4 ORIDN. '.t•.�: M.s.Anmorocsp..m6 a. -maemism-m.en.m� � I PRODUCTRBVISED wm. CPd wLh hie Fladrz M-, .pae Ell fla Pb / /1 E+Irimtbn Dob_ Birunl odePmav��` I� 10pnLOGY DRNE ANCHOR QUANTITY TABLE JROSOW!:I I FL313I6 Pob: ao nn.: EMp>aR SINGLE HUNG WINDOW INSTALLATION —LM 05/1;•/ (osmrta.ne.___ s.neeMea.l: m.l.: s6..e Dnwe' SH-5500 NTS 9 OF 13 MD-SH5500-01 OJ-CHANNEL FRAME HEAOIJAMB 3.600" 3.500' 3.50r Olir 1.I83" 1.983' 1.183' .62, US T- OFLANGE FRAMEFIN FRAME EQUHEAD JAMB FRAME HEAOIJAMB t.31J6 OHEPOIJAMB 1 SAN' --"i 3.4e3- 3.483' --"i F-- .oaOff— .0er W---IF-� .oer z<49- IT— 2.444' 2A94' I 1 1 B FRAME SU .EQUAL LEG 1411 t.3T5' O SRL RAME B r .OBSIr 1 1.630' 1 ° T .BBS• 1 —� 1.231' 1 tow F- 14 FMEO MEERNGRAIL 1B BASH FAIL .070- �r— 08G' I .),5' -- 1.1or f=--T LIGHT SASH 2] REINFORCEMENT 0)0" �I T1 .( . 1.331' r— STANOPRO 28 MEETINGRAA. REINFORCEMENT .03r 1.216' �...0JI61.376- 1 .591 I-•�— 2.180' +I 2.1)8' I� 1A)r 1.685' o B)P OfiO0I0" 050T 3� a5r " VIASH P 17 LIFT RNL LIFTRAIL BEVELED BEVELED 1] COVER 1B SCREW COO 18 INTERLOCK 20 INERLOCK COVER 41 INTERLOCK 22 INTERLOCK COVER -�{ i.Bo• I"I- a�- 1-� 4.nr ,fi^ -.aoo• IIr .oar �1. .a26- LAMOIDED ROLLED BEADING ZINGI SCREEN FR ME Bl SCREN FRAME I r- B)U- BIO' --7 r-- Aso" NO SASH 25 REINFORCEMENT 1.162' I-'— m6" 1.041' L uB' 1.340• I~ tT HD MEETING RAIL REINFORCEMENT wm l'ieBwmllrFlen.!_ iJwMmFcene 1111 / n:^siPlmoa N° /7.063{). t�. p'••G JJ 1 .' (�� f0)OTECHNOLOGYORNE WINDOW EXTRUSIONS J ROSON("I .0�.,. AE F / (N. VENICE.R.M2T5 W.: Fs'•aoRloJ:.:'G�2: IBI,Hao-,eoo nue: �''•is/DNAL EN.�� ee,,,,,,„T,=oN SINGLE HUNG WINDOW INSTALLATION — LM 05PI!�/ Rll/Illlllltl PORY9N9TRR;IN. SeAee/NOMI:. Scale: SAeeF. 0mellp Na N A.LYNNMILLERRE .N1Mae ms. SH-5500 NTS 11 OF 13 MD-SH5500-01 P.E160705 CERT. OF AUTH.BID296 TABLE p 2 IZ: Pedd 1020101 6201M BIII of Malarial Descdptlon ng a Hung Frame Head 8 Jambs - hanne Single Hung Frame Head 8 Jambs - Flange Material C PVC nok W �yV,"_ Pad6 20197 7201988E BIII of Material, canL Description Au o c Mec an sm Sweep Lack Maledal C Steel Cast Ono q 46 J 4 5 6 7 a 14 16 17 18 19 20 21 22 23 25 27 30 31 32 33 35 3s 37 3a 00 41 42 43 44 - 620103 620104 520105 620106 B20107 020108 620131 020129 1 0201M 820133 620156 ' 620144 620167 620145 820150 620152 620153 620154 81644 60300 61719 1 61825 '7BXIMTTT �7eX PX 171669SP ' 720210 �]2WD3W( 720205 713)(114FPA% Single Hung Frame Head 8 Jambs -Fin Single Hung Frame Heatl 8 Jambe - Equal "IF—X SH/DH Frame SIB. JChannelSs SWDH Frame Sill -Flange 3WDH Frame Bill Fin SH/DH Frame SIII -Equal Leg/Box Fixed Meeting Fell Sash Rail (Side., Top B Bottom) Balance Co er 3eah Slop/Smew Cowr Pull Raa lnledock Pull Rail interlock Cover Bmeled lnledOCX Bawled.InleOock Cowr Lghl.esh Relnbmemenl HD sash Relmoreemenl Standard Meeting Nall Reinforcement HO Mee01g Roll Relnfaraement Weelherstdp, .187' x .270' Fin Plle Wealhnelrip, .790'x ]00"Foam Bulb Weethelsldp, .18F X.220'PolyPlle Weatherimp Plug;.220"Flnseal qs A 1" Ph. PH sub (Imedock Mocrong.crew) B6 x 3- Ph. PH EMS (Meeting Rall Screw) Meeting Rail Screw SUPPod Plate We Hde Omer Conalam Fowe Balance as x W4' Ph. FH SMS (Can. Farce Belanca Screw) Spiral Belanoe Splrel Balance Ehee RB X 1-114- Ph. FH SMS lop rel Balance Screw) PVC PVC PVC PVC PVC PVC At At At I p6W3T6AI AI 6005 T5 AI Flex PVC 41053 60s3 TB AI PVC SE Nylon 41095 47 46 49 50 51 52 53 64 55 56 57 56 58 s0 e3 64 65 66 fi7 72 7q 76 BO 81 92 B3 B4 BS B6 07 72018586 78X1160PTX 720200 776)s PPA 420181 DR 420182 DR 7634PHFL 4T01B3 420184 720207 420166 ]20182 420700 7202Os 720191 720184 7634FPT 420168 77856B 720135 71646N 81012 810 11 7CKGO21 47042 47041 7CASPM 81B76C46 61635/81814 Aulo Lock Cowr Assembly ig x 1-1 M Phe FH SDS (Auto and Sweep Lock Screw) Auto and Sweep Lock Keeper e6 x W PH. PH SDS ee er Screw) Bawled Tilt Latch Comer Key PUII Rail TIII Lerch Comer Key rm x 3/4" Ph. FH SOS (Comer Key Screw) TIII Latch Tilt Latch Retainer 1'T01 Latch Spdne PlasOc TIII latch Finger Pull Metal nil etch Finger Pull Pi-1 Bar Comer Key Piwl Bar Sash Pull Hand Sash PNI Handle Wllh Lerch Assembly ae x 3fe Ph. FH SD (Pull Handle Screw) Bollamlatch Strike Plate as x 518' PR PH SMS Strike Plate Screw) Lackbednit 1.0 Bead Backbedtlllg, GE 7700 or Dow 791 Selling Block (7/0"x I no 1, B5+/-5dum. Extruded! Screen Fmme Roll -Formed Screen Frame Screen Comer Keybr Eximded Frame X4 Screen Domer Key with Pull Ring X2 Screen Comer Key without Pull Ring X2 Tension Spring Screen Clalh .190" Screen S line (Machlne/Hand Rolled) Cast Lnc SS Casl zinc PVC PVC SS PVC PVC SS PVC Cast Lne PVC SS Cael Lno Casi Dnc SS Casi Lnc NFftrglass vinyl Partp Descdptlon Materiel 7,6 KDmmelling 45G TPS Spacer System See this 77 Duanex Super Spacer nXf with HDi Man Butyl Sheet for 7e IQuanex LUmseai Spacer Materials 7,9 ICardinaT XI. Edge Spacer NOTES: 1) PVC By ENER01 WINDOW Arm DOOR PROFILES. LTD.. TO BE LABELED FOR ANA, EJ(TRUDER CODE. 2) ITEMS 0 S13.15, 24, 211, 2B, 34.39, 61, 62.6&71. a 73 ARE NOT USED AND ME NOT PART OF THIS APPROVAL Wnn IE Mi�ic i LICENa *i No. 58705do .P n I SILICONE HOT -MELT pJI STRUCTURAL _ SILICOrRCTUL ONE 311G In• 3BUUTVLENE4 1/d'NOM. FWITH DESICCANT DESICCANT L GLASS EXT. GLASS KODISPACE N SUPER 7e 4SGTPS OSPACER'isNXT"' BUM 8 DICC ESAM STA FOAM EXT. GLASS E} nd. GLASS DURASEALC) SPACER XL EDGED` a SPACER I HlonucrnawsEu ..,mnlyl„e wuu m. F1mF:. Bruildwx O�4e n«mew<e Fm 17- OHS'-'. •. F in ONejI}.��. Dy P:. ha—i nde l'nrlwr CnArt/ 1 I e,r,.n aA MATERIAL (BOM) J ROSOV\/ ova.: HUNG WINDOW INSTALLATION - LM 05/1'I) a<vlw' ender: Wmfnp Ne. r• i500 NTS 12 OF 13 MD-SH5500-01 MITERED FRAME W INTERIOR AND EKT �>�FRAME WELDS FRAME ASSEMBLY DETAILS EXTERIOR NOTES, J 1) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) JLHANNEL FRAME SHOWN. PARTS f 18 S.OTHER FRAME TYPES APPLY. 3, FOR REINFORCEME PAeu NTTYPES. SEE DETAILS ON SHEETS 6 e T. . uac clruvv TOP I OckSORSASH BOTTOM LOCKS. OPT. SWEEP LOOK OB OPT.AUTOLOCK OPT. FULL MIL INTERLOCK & COVER i �' I� OPT. PULL HANDLE • _ IIII�III9N^Iq Oa NATH LATCH 1 65 FORCE ".�:,` � BALANCE HANDLE� SASH ASSEMBLY DETAILS EXTERIOR 0 "_"--_-ATTACHES TOp�� ------ -'ONCE nl LYIVIV .•NON-. 58706 # : No. 8]0E 1070TECHNOLOGYDRIVE -�O TE OF ((/� N.VEN'CE.FLW1275 'T � T (0 N 41 80.1600 NG Permmlremlr �,,ONALEIJ`� .°ei'ms rs6wm A.LYNNUIRWPI.E. CERT.OF AUTH. p29290 P.EC 50>55 OPT. MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS 1 e.; ,. 21 )ED ASSEMBLY J ROSOWT�Ik Oala: HUNG WINDOW INSTALLATION - LM ,05/1.'J' 1-1: Seeel: R PP Na I1v '1500 NTS 13 OF 13 MD-SH5500-01 P'I IAMI'DADE MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 ANCE PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 w .miamidade.eovleconomy 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. NO,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 CoMU 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 followed by the expiration date may be displayed in displayed, then it shall be done in its entirety. by the words Miami -Dade County, Florida, and advertising literature. If any portion of the NOA is 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 MIAMI-DADE COUNTY (Expiration Date: September 24, 2020 Approval Date: August31,2017 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 05/15/15, 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® NXTr1,1 spacer system and XL Edgelm 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.16-0714.17) 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. FM-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E. (Submitted underNOA No.15-0903.10) Jorge K Plasencia, P.E. Pro uct Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-1 R PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 Idahnis Ortega, P.E. (Submitted under NOA No.15-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FB C-51 Edition (2014), dated 09/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No.15-0903.10) 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 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. Jorge,M. Plasenda, P.E. Prpcfact 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 SUBA UTTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014) and FBC- 0 Edition (2017), dated 08/02/17, 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 underpreviousNOANo.16-0714.17) 4. Proposal issued by Product Control, dated 8/27/14 and revised on 9110/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted underNOA 2Vo.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 n Plasencia,P.E. roduct Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-3 2L MCHORS,SEE 1231d'MAX. O.C. CLU6TEft DETAILS SHEETS 81 SEE A SEE SHEETS WUALLY SPACED ANCHORS PER TABLES 17-T1 I SEE SILL ..HOLE—/ DETAILS, MEETS _�L 9MEEu 19- ]6" MAX. D.C. MAX BUCK HEIGHT SEE 6HEET5 9-I6 8' MAX. SEE 6RL_ WEEPH0.E DEIPIL4. B 6HEET1 ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN AS OX CONFIGURATION 10 MA%. Ix O - X 4'O.0. I 3'MAX. BETWEEN EPHOLES VMIESPERREINFORCEMENT I LARGE&6MALLMSSILC LEVE45EE SHEETS &B IMP ACT RESISTANT SEESHEET6 _ O, SEE 2.5 ANCHORS, SEE SHETER ET0 1 1 I 0-16 I5.86' —•"7I 10.Bd'MAK O.C. �SkEETa OETAIL99MEET6 MA%O.c. �S, SEE B'MpX ' i"�- 9MEET3 I 10'MAX MAX, E 5T C SHEET3 72- r I E 1 Y CK MAX. BUM E 1A EDY 1 HEIGHT pTM2_,PEfl TABLES 2] NEIGYH / / / O X F.Ax x O X - c 3- MAX. 4...— TSMULBUCKWIDTH —+-{ ELEVATION FOR TYP. FIN ORJ-CHANNEL FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE NAIL -FIN 1)THIS PRODUCT HAD BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (IIVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WINMORNE DEBRIS REGIONS. FOR MSULATED GLASS INSTALLATIONS ABOVE WIN THE HVHZ, THE OUTBOARD Lim (CAP) MUST TEMPERED. 3) FORMASONRY APPUC TIONS M MIAM40AOE COUNTY, USE ONLY MIAMLDADE COUNTY APPROVED MAGONRYANCHORS. MATERIALS USED FORPNCHOR EVALUATIONS WERE SOUTHERN PINE, ASTMC90 CONCRETEMASONRYMMSM CONCRETEWRHMM.MIPERA ORTYPE 4) ALL WOOD BUCKS LESSTUN 1-1R'THIM ARE TO BE CONSIDERED 1X INSTALLATONS. IX WOOD SUCKS ARE OPTRATE. HONALIF UNRIS INSTALLED DIRECTLY TO SUBSWOOD BULKS DEPICTEDA52XAREIAW? Cit ORGREATER.iXAND2XSUCKSIABTM USED) SHALL BE DESIGNED AND SECURED TO PROPERLYMANSFER LOADS TO THE STRUCRIRE.W000 BUCK DESIGN MOM TMILATIONISTNERESMNSIBILRYOFTHEENGNEER,(EOR)ORMCHITECTOFRECORD.(FOR} 5)ANCHOR EMBEOMENTTO WE MATERIAL SHALL BE BEYOND WALL DRESSING DR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TOPCHIEVE REWIRED MIN. EMBEDMENT INSTALLATION ANCHORS SHOULD BE 6EALEO. OVERALL SEATING?LASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5)114-MAX. SHIMS ARE REQUIRED ATFACH ANCHOR LOCATION WHERE THE PRODUCT 15 NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRINGAPPLIED LADS. T) DESIGN PRESSURES: A NEATIVE DESIGN LOADS BASED ON STRUCTURAL 6 CYCLE TESTING AND GLASS PER ASTM E1300. B. PMSDNE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL &CYCLE TESTING AND GLASS PER MTM E1300. C. DESIGN LOADS ME BASED ON ALLOWABLE STRESS DESIGN, MD. RESPONDING TO ME REOUIRED DESIGN PRESSURE ME 33413% smEED INCREASE HAS eTHE DESIGN OF THISPRODUCT.THE I.6 LOAD DEUMMM FACTOR WAS USED MRDESIGNED TO RESISrWELOADS WE EVALUADON OF ANCH RS INTID MOD.M 0 S THAT COME INTO CONTACT WITH OTHER NOT BEEN USED IN MATERIALS SMALLI MEET WE REQUIREMENTS OF WE FLORIDA BUILDING DOLE FOR CORROSION RESISTANCE. 9)METAL SUBSTRATE TO MEET MIN STRENGTH AND THICKNESS REQUIREMENTS PER GIRRENT FLORIDA BUILDING CODE AND TO BE REMEWEO BY ME AUTHORITY HAVING JURISDICHOM 10) REFERENCES: TEST REPORTS FTLABT2, SOTS & 0014; ELOO ULWAMN NOk ELCO CREMFLEXNI . ELCOAGGPEGATORNGA: ENEi1Gl WINDOW MO DOOR PROFILES, LTD WHRE 8 BRONZEAIGHIER SHADES OF CAP vP�isD, PVC Ft FRUSI NATIONALBUWING FOR WOOD CONSTRUCTION, ANSBAMPA NOS& ALUMINUM DESIGN MANUAL OBTAINED IN STEP USE INDE%TpBLE SON SHEET6T0 HELP FINOTHE APPROPRIATE TABLE ?*. No. SBT05 3) DETERMNE THE MOST SUITABLEMCHOR GROUP FROM TABLES 2 AND 3 ON SHEET2ADCORDINGTOTNCONDITIONS.EINSTALLATION C 4) DETERMINE THE ANCHOR QUANTITY FROM TABlE51]-2](SHEETS&16), VERIFYWE ANCHORM05TRATE WILLMEET A 3 ; 61Ff- REOUIREMEHTS FOR YOUR OPENING CONDITION FROM TABLES 2 OR 3. AND THAT ALL MIN. REGUIREMENB MGM"' SHEET SET ME WT. [ORI01;:" C S)INSTALL AS PER SHEET 3 FOR FLMGEIEQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FINIJ-0HANNEL MSTALLADON. �1lFS'F USE TABLE 4 ON SHEET 2 TO FIND THEMPROPRIATEDETAILS. is/OA1I1((L \ENS NOTE:U2510NPRESSUREMMMOOETERMINATONISTHESAMEPRMESSMRALLFRAI.�TYPES(ACHANNE4 FlPNOE, A LVNNIIILEN.P.E .u.cr_ner nu nw [roles IM.NX SEE MOURE 8 ON SHEET2. P.EASt]B6 B 9' O.G BETWEEN 3" MAX: WEEPHOLES -- 140' MAX BUCK WIDTH ' ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION CDDES[STANDAROSUSER •201T FLORIDA BUILDING CODE IFBC), GTH EDITION •2014 FLORIDA BUILDING CODE IFBD).504 EDITION •ASTM E130"4 •ANSIIAMPA NOS-2015 FOR WOOD CONSTRUOTIol, •ALUMINUM DESIGN MANUAL, ADM.2015 •AISI SIDO-12 •AISC350-10 _ OPTIONS .................... 2 INSTALLATION.FLANOE& EOUAL LEGIBOX...............- 3 INSTALL YH ON. INTEGMI FIN & }CHANNEL..._ ............... 4 OWING BETAKE_.._ .............. ... 5 DESIGN PRESSURES...._...._......" JR 03/27117 'Tei FMxJ By BM.: ReNHen: ® o.2ertv GENERAL NOTES &ELEVATION MTECHNOLOGYORIVE III.: N a wFL 34ns HORIZONTAL ROLLER - LM PR4wrfimn P'� seHuryeert sm.: sten1 0ERT.OFAUTLING200 HR-5510 NTS 1OF 18 PRODUCT REVISED pl In99 I1M1 IM1n Flarirl 6uIlEMB �otle 17.0411.GB NOA-Ne. ExpinOonD eDr By � minmwj J ROSOVVSKI I 'A'=ANNEALED M1I-- HEAT STRENGTHENED T=TEMPERED 'PVB'. A91TTROSIFOLQI BY KUMRAY AMERICA. INC. -SO'- .0911'SENIRYGLASO INTERLAYER BY KURAMV AMERICA. INC. 11 7)6' Laminated LG.: WTB'A Hllenor bap •.vo /o. op— - w i.. .e•••••e•--, Ty -.-- - -_ - ---- - llR' H Glass With.090- SO blade 12 718' Lamina(ed 1.0.;NIB- T Exterior Cop +3/B'Air Spaee4 16'Wminaled;(2)Lltm of GLASS TYPES SJ.1 to is 14 71W Laminated I.O.: 1/B' T Soberer Cep + 611W Alr Space+ 7/16" Laminated; (2) Liles of 3/16 A Glass w ih .090. 60 IMedeyeT MnY d)_OT BE USED MTHE 15 7ia'Lanmle01.0.:wlb-A Exanor Cap+1/4'All Spaee+7H5-Laminaled;(2)UtwcIw1u-AGlass Wn.090-SG lnlerlayer _- - e s _ � e w1A nerP Cr:InlwdNe! ® HVHZ n13or.E Sly. TfI /Iti Lar1111NreN LV.: y,o ,...mrv. w"......P.�_ SEE SHEET B. TABLESFOR GUtZIN OEBIGN PR SB RE PNCHORAGE MDFa'. A Anchor e10 SMS (steel, IBA S.S. or410 S.S.) ME. etest ultra.. %12SMS (.teal, 1" S.S. or 41U S.S.) �c 1/4' steel Ullmcon Di I 1/4' steel Crelelea 1/4' Min. Edge Min. 'MM.OF3 8U6anst. DlAanco E IoadmenY THREADS BEM. THE METAL n¢ ISO=O. B„ SIeeI, A38' 3/8 0.050" SUBSTRATE. A5Gr tM51'(18 G)SIeeISDAI 00ROUTED 035 Alummfi6 , B 0.d3 CMu'VALUES P.T. Southern Fine SG=0.66) 11Is love* MAY BE USED Conont. (MIA 285 kip 1- 1J' FOR OROt21EO Unllmuled CMU, (1511ACSO) 21/T 1-iPo' CMU APPLICATIONS. Magefsl IAn. Fr MIn. F. SIeeI Scm. Lp.1 1 12DX31 15A acre. E0 kel SS kzl 410 Sere. 90 Xel 110 ksl El co AggmA3laIW Dkd Bfi ksl Else UkmCml9 155ke1 171 kel 41066E100CRIORad) 12i.4 kal teB]kvi 606}TS Auminum i6ksl 22 ke1 A36 sled 36 R.1 60 ke Gr.33 SleN SLIM 33W 45 hot INSTALLATION NOTES SEE SHEETS 384 FOR ILLU5111ARON5: ANY INSTALUTION OPTION SHOWN MAY BE USED ON MY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE UBED INTO WOOD AS PER TABLE 2. THIS SHEET. ALLWOOD BUCKS LEES THAN 1-12 THICK ARE TO 96 CONSIDERED 1X INSTALLATIONS. is WOOD BUCKS ARE OPNONAL IF UNR IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS2%ARE 1-1R-THICK OR GREATER Is AND 2 BUCKS (MEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION 13 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT ROMBEeDINOTOGEADING Frame Type. (we FIBB) Clez. Options (see Table 1) Ina1311atian CondIO.O. Bu69rsle Option Oehll Sheet Through the ....into 28Wocd FremelBwkeldp-eheel4, opllon5 ...,Into Metal-eheel4, optionB F nnttl let) 1.4 Integral An...... TluuDb the lame �� MIo2KW0od Fhsn ..Wl-sheet 4, opllpn6 oflle Mldow...... .._Into Metal -Sheol 4, apOm1 ... Into 2XWovd FnmdBwkeMp-sleet ], opevnl _,,is C,00hndCU-Wheel 3, Eefl.n3 .trlpinb(C,nOld -eheel3, Wh-13 Flenpe (e21 1-4 llo,oI On, Fame arusA ..........IhRRhIXBn ....Mk Metal . Net 3, option 4 InlegMl MO (!A) 1.4 16 Dual, the bleat] to...... .._Tram]% Wood Framd9wkeldp-shoot 4, sow ....Mt. Motel. shoot 4. .,It. 0 Tryeuph tlhe kame ... Into D(Wvad Fsme/RwX.MP - Sheet 4, optlon6 Metal-shoal4, opUon7 allhomnel _._....Into .._Inge 2X Woed FemdBwksitlp-4heel3, apllvn i Box/ Equa4te9 (e4) 1-A 1bagM1 iha lame ellie enday.....-....Ikovgh ....Mlo Conemle/CMU-eMal3,o Bang lXBwheld Into Coo,n,,,NU. sheet 3, eplu,n3 ....Ingo Metal -shoal 3, ooil.4 © . p 0 .-- t © ( SO PRODUCT REVISED ompI In •nllh It,. ll-hi- OPENINO) 13 MEASURED F 41 BEE SHEET 1S FOR OPTIONAL EGRESS LOCK DETAILS. MIN. 17-0414.06 R<wce sy Deb: Rniaan: Ewplmttvn Darn 09124/202C J1ONY LYNryr'''/,, \,`�k, (�-�j7yL�� JR 03127/17 Hef1""aE""'B` Rmeae al' ovla Redelen: Mlam,- p e Pro ae Canlrol a ; • U. �(m% *: No.. 58705BI05 * - - ` J ® OewePlmm GLASS/ANCHORS/FRAME OPTIONS J ROSOWSI<I 'MIN. OF 7 q }1 EO l07OTSCH.NOLDGYnRAE Re: O0o5lc/: I! THREADS BEYON1HE HORIZONTALROLLER- LM 15F/e (W1)4MISW s./vJse.: She.L Mq Ib MD B SUB3TRATE. 111,N Y 'i 0oenPmAmmC µe� Ly HIM�A, "G. _ CERT.OFAURl. N2929B HR-5510 NTS 2 OF 18 -HR5510-01 INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES OPTIONS 'I INSTALLATION 21 RO0R 23 ENSTALLATION ROUFRAMEANDI%TYP.ANCHORTYPE, PIMO CONUETECMU.INSTALLATION . EMSEDIVENTAND EDGE OPTION4 (SEE SHEETS"" NOTE 2, SHEET I DISTANCE PER SUBSTRATE. ANCHOREDTHROUGH TYPICALFORALL ,OPTION ANC,-0OPTION OUfR1 EDGE DISTANCE SEE TABLE 2, SHEET 2. FRAMEINTO METAL-XO'OR'OX'SA9H 1l4'MAX SHIM EMBEDMENT FRAMEINTOUMOD FRAME OR BUCXBTRIP. 18 II,� 1TP MAX. SHIM 19 16 30 13 OPERABLE 43 29 26 EDGE SEE NOW 2. SHEET 2. G I 20 SASH DISTANCE FLANGE EMBEDMENT 0100R Q 37-39 o FRAME (G5).SEL SMS(GS).SEE SHOWN TABLE 3, SHEET 2. �NTAND 2 41 20 9 AEDGEDISTANCE 2 N4"MAX SHIM FIXED LRE NSIBLE �1 -• PER SUBSTRATE, bEE 13 0 •r LIGHT WIDTH TABLE 2. SHEET x. 72 .�W__.....v� �•'1' GAVE APPROVED MULLION. �9 FBCCOMPUNNT 5TEELFRAMING ALUWNUMCH =➢ FLANGE NSIBLE EXTERIOR LIGHTWIDTH FT'T 1J 4 EQUAL .�. ' SIBU W61BLE OR bTEELSTUO.M1WYBE VERRCALORHORRONTAL FRnME GROWN i2 24 OR(25 OR 2G V (SEE SHEETS FO) TYPICAL FOR LEG (1) AT SPAN OF IMERLOG< O SN�OWN ME ti3 (�gryF�R PND(1) TCEMEHH U• FWD SEE SUBSTRATE PROPERTIES, HEIGHT LITE TABLE 2. sHEET2 -XO'OR-OX- FIXED MEETING RAIL au"WIDTH SASH STILESTOULS ' 29 28 HORIZONTAL SECTION A -A (On 340 1➢ 19 OPERABLE 2z D 23 16 SEE SHEETS 7.8) TYPICAL ORC--IC SASH 43 HEIGHT E%iERIOR T 4 nvPHAAIe OPERABLE ZO SASH ^ _ NSIBLE LIGHT HEIGHT I WEEP NOTCHF W4'%11 I.IM411 FRAME SHOWN �' -l';` INSTALLATION OPTION 2 ANCHORED THROUGH PRNMEDIRECTLYINTO CONCRETEICMU. TYP. ANCHOR TYPE EMBEDMENIANDEDG VERTICAL DISTANCEPER 9IBSIRA SECTION B-B SEE TABLE 2, sHEET2. NSIBLE OGHT WIDTH (SEE SHEETS 6-8) TYPICAL HUH ALL'XOX' FIXED MEETING RAIL EDGE DISTANCE VISIBLE LIGHT FORMULAS (EQUAL-LITE XO & OX1 WIDTH: BUCK WORK 12-4-114- HEIGHT: BUCK HEIGHT-1-11i" No.59705 I�- '. iATE F 'Lg�— tri�z�l�� n• - ;��,� •ter `� v-�� •�� NSIBLE 'J EXTERIOR LIGHT WIDTH 0-ib 4 BUCKIWOTH PRODUCT REVISED eulliingCodewITHNaFIoi:a- N.A-No. 17.0411.08 AL SECTIONE-E(XOX) EQUAL -LE N AS PER SECTION A -A ABOVE SHOWN RMaea BT- JR IR fble: 03/27/17 fie RD auNRESTNIss:sEr. EKPInOanD v0oo/24/2020 mi.ml a Prn L eonl.ol Ba BY: I03 Rernloo: : li ®' � _ FLFLAPllon: ANGE & EQUAL-LEG/BOX FRAMES Doan BY J ROSDoO(WS<I N.VENIC 1'oMuaxae mn PTNu16:NESs4vrvm w AROL-LMTHOLOGDRIVE RBu HORIZONTAL ROLLER 05/15/1AIN' AA../Mea.Y. HR-5510 hoM: NTS SM1e.L 30F 18 De.rn9 uo. MD-HR5510-Ot P.e,-. F cERAUT. of AUTH. 929290 NIEGRALFINWFO2X I.-., FMSEDMEHT GOOD FRAME H SUCK STRIP.SEE NOTE2, SHEET2, HNFL FAN—� FRAAIESHOWN O 1 72 I MBRLE FIXED LIGHT LIM HEIGHT SUCK' KEX RR HEIGHT WGIS- 21 R 22 OR 20 LIGHT eEE 9 EETB B-B) HEIGHT OPERABLE SASH FM FRAMES SHOWN I YP. ANCHORTTPE, EMBEOMENTANO EDGE BEDMeNE PER SUBSTFATE,SEESEE TABLE 3,SH ET2. _I EMBEDMENT ANa, NmT�11ROUDHGB4IEGIV'LFlN SEC VERTICAL INTO ]X WOOD FRAMEOR DUCK STRIP. SEE NOTE 2. SHEET 2. I DISTANCE ft10ORI EMS BMB i TABLE2, INSTALLATION OPTION 7 z+ oaOoRC ANCHOREDTHROUGH FRAME SEE INSTALLATION NOTES SHEET2 (BEE SHEET56-6) INTD METM (INTEGML TYPICAL FOR ALL FINI I35RVAOVED)-XO'OR'OX'BASH 1/4-IMLSHIM n Cl.)--,— +B 30 8 TVP.ANCHORTVPE, FMAW/OR EMSEDMENTANDEOGE FLANGE MAYBE DISTANCE PER SUBSTRATE. REMOVED M-FIELD SEETADLE3.SHEET2 DADE APPROV oM.ED MULLION, FBCCOMP ALUMINUMSTEELFRAMING OTI STEEL HORIDONTB V.U.STLORHORIZONTAL SEE SUBSTRATE A3, SHEET2. TABLES d 3, SHEET 2. WSIBLE UGHTWIDTH WSIBLE LIGHT WIDTH 87 J EXTERIOR V (SEE SHEETS 64) TYPICAL FOR ALL 7XO' OR -OK FIXED MEETING RAH eUCK w.TH — HORIZONTAL SECTION C-C (OX) 10 / I\ _20 OPERABLE SASH WSIBLE LIGHT W1OEH BUCKWIDTH ALL'XOX' FIXED MEETING RAIL 114-NM HORIZONTAL SHIM (1) AT MID SPAN OF IMFRLOCK I6STALVQION1 43 (1)"n' FROM EACH SASH 1111111, CORNER AND (+) AT CENTER OF SASH SDLESrt+ARS `I, � ONV L. NN ocENS, P+7 :DISTANCE *: No.5B705 VISIBLE LIGHT FORMULAS .0 . A'. 3I- (EQUAL-CITE XO 8 OXl %O'T�.',. `<oRlDa 74/4' "SS7ONIAL E HEI HT BUCK HEIGHT A LVINNMILLI P,G 60T INSTALLATION OPTION 8 'I ANCHORMTHROUGHFMNE INT02% WOOD FRAME OR BUKSTRFl. SEE NOTE 2, SHEET EMBEDMENT 29 O 28 EDGE >� DISTANCE TYP. ANCHORTNPE. EMBEDMENTAND najT ED BE DISTANCE PER. SUBSTRAG..E II `I iARI F 2. SHEEP2. FIN FRAME SHOWN 3 INSTALLATION 22 R" OPTION8 I (SEE SHEETS 7-6) ANCHOREDTHROUGH TYPICAL FOR FIN INTO METAL ALL'%OX' (FLANGE MAY RE REMOVED) SASH i $M91D5F SEE 5L S vTABU#IGO ��0 2.12BEEEL TABLE EEi L I MSISLE c-- —'-Y IIGHFWIDFH "—II�ALJI 42O EyERIOR 72 14 f1. i -� lCHANNEL — V FRAME SHOWN PRODUCT REVISED ,i-c XOX PITIn9-Hh t.. FIorIO.- I 9uldnD .d. Olm.. 17O4H1.08 I-0PBOVE N peNMH By. Ovm. RMsG.¢ EXp/m Hon Dal 9/24/2020 JR 1 03/27/17 "iOON"1GE911°' `T naNxeJ W. 0a.: ReNden. Mom pa eontr.l I ® D.xuvoebn: Dmm D J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI 70 TECHNOLOGY DRNE DRe, O.Ge: vENICE FL Sens O5/15/1 I+H400-1630 HORIZONTAL ROLLER - LM RAXaR.34'R,POi P.M9RIRRHC Sni.x/MatlM. Srnle SI,eeL OvxN. Rm. I CEROFAUGH.9202BB HR-5510 NTS 4 OF 9B MD-HR5510-01 R T. 6 RUCNML SILICONE FOAM Ilml bEVCCV EJCT. GLA55�, POLYISP 71WN 118'NOM. �+— I —"{ I/B'NOM. IIB'NOM. I� I 511 6"A/A PVB 5/18"A/A PVB 51ITA/A PVB 5/16"A!APVR ICE 7l16•AIR SPACE 7/i6"AIRSPACE 3/8' AIR SPACE 3/8' AIR SPACE 1fB• A GLASS 1!B" T GLASS 3/16' A GLA55 3116' T GLASS aEXTERIOR 6 EXTERIOR aFJr 1011 GJ EXTERIOR ib]B ]b]B a IUiB 16.t8 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE S GLASS TYPE 5 SUPER —" I, 7ff MR I" SPACER® NXTT12 5/16"H/H SG 6/16"HMSG 5/16"HM SG 7/18'P/ASO 4/16'AIR SPACE 3/6"AIR8PACE 3/6"AIRSPACE, 5/1B'AIRSPACE R. GLASS 1/8' T GLASS 3/16' A GLASS 3/16" T GLASS---\ IA T GLASS i �J EXTERIOR ( ED WERIOH < E]T RIDR .: aEX1ERIOR UM RCIAIEM 7 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 I ODURASEALB SPACER 12'NOM.GLa55 I�'NOM. I ]t9"NOIA I�- 7&)S BRETYP. I 72 74 7/16"A/A SG 7/16"A/A SG— Gth55 TYPE6 s, ), 11815 GLASS EXTERIOR 1/4"AIRSPACE MAY N19E U9E0IN THE 1/4"AIRSPACE HVNz a5ov92o'. INTFIMAREA VII-A GLASS 3/16"TGLASG )6 EMERIOR GIABSTYPE51.12&I 16 6116'NOM. 29 4EXTERIOR �— �MAYNOT BE USED WRH 28 1CHANNEL OR INTEGRAL RICONE SEAL to-m •FINFM S `IM. GLAB6 Oeecrlpeon o-m PRODUCT REVISED *' 33 vl�l wun 1N. Flo nn:. a GLASS TYPE 15 GLASSNOA'N, TYPE 16 . 17-0411.08 II II ` ''.,, Rew.e Br Bel.: Rewwp: Ev 1 Non Oat. 09/24/202D v rp . .. - - • - • .. .. • 11Y LYN . N yA� JR 03/27/17 xocxu+sES Txlsxen. I N _ ,��Q,....... mium a roauer .. ., TYP. GLAZING DETAIL * - :v.n By. 'A•=ANNEALED Mabtlal HEATSTREMWENED E-O :. %(j = K� J ^ °e""P GLAZING DETAILS J ROSOWSIU - T=TEMPERED• 'PV9"='080'TROSFOL® PVBBYNURARAYAMERICAINC. A30I .°[ORID?.' '%cS-' 10I0 TECHNOLOGY DRIVE N. VEMCE. FL 312]6 fiBe. HORIZONTAL ROLLER WINDOW-LM PoI^' 05/15/1 t• � SeaAB $I1e814] 'SO•=A90'SENHSYDWe IMERLAYER BY ROMRAY � C G�� I911N00.1600 R.19111EB.N6 Oroal:r9 No. Fer. Melallas pl-IFJilcgixc. _ _ NAL yN ```\ hnurll O` CVMepef.N11t0l sM11M^est Smlc SMeL G (1F 1R hnfLNR5510-01 G Index to All Design Pressure and Anchor OuanOry Tables Cor?4 Mex Widk Mar. Hdalt Gas - Type ReHI. Le19 Deow Prmane Akckrt M.QY xD OX TIP 5 0 6 6 0 2 6 IB 9 0.T aT 0 8 19 10 4 It 6 21 H T2' 6-0 4 f0 6 20 10 w 1B' 10-12 4 12 6 11 14-16 4 B V 1 I % 120' B3 5-0 S 9 9 T ZJ D 13 566 < 10 0 M D 760 4 1 0 25 14 IV �, 10-12 4 15 6 M 15 11- 0 / 6 21 16 --.-I PMm. O.C. bANCHOR CLUSTER DETAIL j/ 4-ANCHOR CLUSTER DETAIL 4TM O.D. --I f--- 3-ANCHOR CLUSTER DETAIL 6• MAX. o�..J 1•1"IM.Oa.O I 2-ANCHOR CLUSTER DETAIL ABLE& Glneiyyee Design Pmssure(lb0R1°) 6-0 for XO or OX Windows R,1d.. Leer Rt AN Buck HegMe W I° W As Bak MAdm. 4501-50 W la TS SEE TABLE 17 FOR ANCHORAGE SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORGEMEP (REINFORCEMENTS SHOWN IN FIGURES APPLYTO ALL FRAME TYPES& CONFIGURATIONS) SASH WDTH —_^ JAMB vrnMWl V TABLE 7: alas. rypee Oeelgn Preecure )IbslNt) 5 0 (orXO or OX Wrndpws Rein( Lmal R3 Ap Bak HPlpkb up le 64' AO Suck Wldlke a65140 , I. Pr SEE TABIE 18 FOR ANCHORAGE R SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMEP H (RFMFORGEMEWSSHOM Hr IN FIGURES APPLY TO ALL FRAME TYPES 6 CONFIGURATIONS) MEETING RAIL SASH SIZE IB AS 'F: No. 50705 HEIGl PTO THE GHT p HEI l� '3•INDICATETHAT NnGURATIONS N RANGE IN THE SASH WDTH ——I A Tr MEETINGRAL JAMB IaLrF>a° peNeed By pots Rede.r, JR 03/27/17 xwinetl aY avls FeHrlere ® DESIGN GN PRESSURE TABLES rp TECHNOLOGY DRIVE n6u immi FLN2r6 1}4ea16w HORIZONTAL ROLLER -LM �nama°Irtemfa.axx slnlE9.aC. k, de,I-Im SeNc snetl: " HR-55'10 NTS 6 OF 10 CERT.OFAURL?15390 PRODUCT REVISED j pI mB -R. M. rlo.m: omlalna �-do 17 t.UN NOA N°. Expiration Veto 09/241202(' I, mYo w P.oaau co.lror J ROSOWSKI o5n5rr' I, R5510-01 C - SASH WIDTH i A r MEETING RAIL DJAMS 75'ser FJI -I& SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT, (REINFORCEMENTS SHOWN IN FIGURES AFRLV TO ALL FRAMEN ESA CONFIGURATIONS) FIN. NE AVARAOIE Wu I N VN rreiunDIOSE mmcnmw o�........ ..._...___. SASH CONFIGURA7TIONS N THE SASH INOCATES THAT AONo STANDARD SASH OONFIGURNTIOIN FA11 WTTHINTM Ghee types Design Pressure(lb.Ife) 6-8 fer XOar OXWindows Relnt Lm6I R] AA Ruvh Hel9xic up IO 63' up b ]6' SEE TA9LE 19 FVN AN VNVnnt.e al., Types 5.8 sun cnm,nollen 8ssb W14fi Nvrge Rn) Design Pressure (lbslft5) for XOX Windows Rant Uvoel q3 WNemv 6ucM H9gM1l 48' 1 6, 1m- ]Shc4^ y-ii-h 1t N.11.391 •M,0 b0.0 +W0 -500 •`AO .No so- %-Y-Ye. 12.30)-R309 IWO 40.0 '60.0 -50D +50.0 SOa 35-M-h 1L391-13.3W +WO .500 +50.0 50.D -WA Ma 15-116' h-X 19.390.14.fi91 +FAO 3%O +50.0 'We 'We SO.O 11,391 - 12.2W +SRO -50.D 'bUO -50.0 •5DO 50. 0 T 31< 12.298. 1050 +WD ZOO •60.0 .6D.0 -We .San Cullom 11.3g1 .12.018 +W.O 70.0 •500 -EO.O +W.e 50.0 52-119• R-Y=-H 12.O11-13297 +W.O d0.0 +500 .50.0 •WO -50.0 +� 1130 17018 HOO -fio.o 4500 bO.D +W.O b00 6GI0m. 71391-1031 -W0 S00 +50.0 50.0 +W.O dO.O a an. $-%-Y. 13.398 -15.3W +WO -W.0 +60.0 S00 +50.0 .50.0 -$-% 15.3G1-19.BA1 •W.0 -50.0 +60.0 50.0 +W,O .50.0 S Cuslvm 11.39,.1139T +Wa 500 +500 .50.0 +W.O SO TS' 13.393-19.110 +W,O -MO +60.0 W.O 10 40.0 -.- 19.111 -21.41 +W.D -SOO +50.0 :60.0 +W.O -bao Cunom 18.3W-19.39] +WO -60.0 +fi0.0 .50.0 Hal' .49.P g8' $-'/.-'/. 11..390-21.3W +W.O 500 •50,0 d0.0 +WO 50.0 Custom 24. 301 .30.3W +W.O +50.0 +50.0 50.0 +`A.0 50.0 -30.3W +W.O .560 +500 50.0 +IAI- .49.1- •-MIN, SASH SQS-WDOWWI�I V��-5938-5938 z PRODUCT REVISED pl leg rAIM fM10 Florxla send. a one 17-041LOA NOA-NO. % ",mr. oe Sea,09124/2020 `` gevlsee Bp Ovly: Ferial=n: 2;FP :�R D.�l/27/1% By Mlem v ro ud GOnlml N.,18 ReNsed By: 8vle: Revlabn: * / No. L8i05 '. D.eeAvIIGTDESNPRESSURE TABLES JROSOWSI<I sl'ATEOK 2(A� 107DTECMDLOGYDME nR.: _ Ours: G N.VEMCE.FL342T6 HORIZONTAL ROLLER - LM 05/15/1 ASS , (9n1>aeo-tsDD 'gI�ONALIE?P� LaFYRXiI'RO ane°fecrR1°Onv��se.lrm. s.NoM=en: seem: NTS sne.b 7 OF 18 o�o.mF Nn. MD-HR5510-01 rse" B A. L'^'"M'LLER•F£ CERT. OFAUTH.02B2Q6 HR-5510 F.E VI5eI05 _ TABLEID Glre°rypee Design Pressure(Ibstll') e-s for XO or OX Windows R.IN. Level W AD Buck Hebhta up In]r ne Bmmk YAdun 460/-60 w Ts• SEE TABLE 20 FOR ANCHORAGE 0105 TYPO 5-8 Design Pressure pba/(')for XO or OX Windows Re1nL LOel R4 Window Buck Hd hl 48' S4' 63" 2S1R' .650 .70.0 +65.0 -Ima +a5a -1¢0 20• +Bin -T0.0 4fi5.0 .T0.0 +85.0 .T¢0 36' •850 -T00 •6. .70.0 +05.0 -T40 Qr- .no -T0.0 +85.0 .70.0 •65.0 -]0.0 „5 0n- •050 -T0.0 +05.0 -T0.0 •65.0 -140 )5' •6i0 -T0.0 +65.0 -T0.0 •61.J' E4.T . 11,u Fun e,•.•oo . -- SEE TABLE 2IFOR ANCHORAGE 9.. Tire, 10'1E field, LrwI M SAO Ge"'"r- Ssx Wldtx R.RIn On) Design Prosa¢re(ibsrtt') forXOX WIndOW6 'hlhdow Buck HNM1I 45' 04' B3' Cu.tOm 11.391 -,391 •6ED .11¢o +OSo -Ilom +sax 1 .110.0 6p y 11380-16.3eo +65.0 -110,0 +050 -110.0 +E5.0 -41D0 y.y.-y. 15.3E1-19.01 +65.0 -110,0 +660 -110.0 +65.0 -110.0 L omit. 11.381 •li]9T •6i0 -110.0 +63.0 -110.0 +E5.0 -110.0 k31 1S y-y-y 13.396-1R1 in +65.0 -110.0 +DS.O -110.0 +B5.0 -1140 X y-y_y 1¢111-24.841 •ASO -110.0 -06.0 '110.0 +E5.0 -"Me Clnlom 17.641 -1e39T +G&o 7110.0 +DSO -THIS +65,0' -INA' 19.396-24.350 +650 -110.0 465.0 -1100 +650' -100.5' C.km 24.381-31.641 +65.0 710.0 .65.0 -110.0 +66.0 -110.0 y_y_y 2$&1-32615 •55S -110.0 .06.0 .110.0 1W 14P y-y-y Cuelan 32616 -39.N1 -3¢N1 +BfiO +fiSD -110.0 -110. +660 -11¢0 +fiEo -Ilea 0 +66.0 -110.D .69.W, -104.6' SEETASLE26FORANCHORAGE ^MIN. SASH 312E= OW WIDTH-6072 2 UL.. ryp.. 14-16 a..M1 G.0'-lbn S..h WIdar At,. on) Design Premtt, (ibeffe)for XOX Windows R61nL U.el R4 MM.O.k eUht 4B- . W W' W.I. 11.391-13.397 .85.0 -110,0 •650 -110,0 +N.O -110,0 �• y_y-1y 13.3N-15.360 .65.0 -1100 +85.0 '110.0 '00 -1100 y-y-y 1fi3B1-19.N1 +66.0 -110.0 +69.0 -110A +55A -110.0 Colon 11.391 -1J]9T .650 -1ID.0 a60.0 -110.0 .69.0 -109] S ry' y_y_y t9.39B-te.l l0 .aio -HO.o +e9.o -tt40 -sen -laze y-y-y 19.111-24.N1 +0&0 Al00 455.0 -110.0 405.0 -la2.e Gu.I. ILNI-19.397 . s..0 -1to.0 +6So 410.0 4WS -9. E BC %-y-y 19,398-24.360 +050 .110.0 .66.a -110.0 +65S no �$ CLtlom Igaei-31611' 46Eo -u0.0 .7 -11,1, +se, ae.q y_y-y 29.N1-32.515 +650 -0100 465.0 'Iwo 400 .4.3 120 y_y-y 32.510-JO,6M .86.0 -llaS +80.0 -1050 +B5A 40.0 pp Llelom -JO.N1 +fi0.0 -110.0 +650 -105.0^0 610unneno Ones Typo 10.1E 514.10 Design Pressure(lbslfe)for X00r OXWindows 71rr L6ael R4 Window Buck HdoM1l 51' W' 25112' +65.0 410.D •s.0 -110.0 •05.0 -1100 2s' +asa 410.0 .65.0 -I10.0 -H0.0 3T •BS0 -1ID.0 •85.0 -010.0 +65.0 -1140 m 4r +650 -fID.O +E5.0 -11¢0 +50.0 710.0 4r. •BS.D 410.0 •fd.0 410.D +B5.0 -D0.0 ff •650 -IlAo +ab0 .11mA 4Bi0 93.9 TV +Me -1140 .%.a .1015 •Bi0 .8¢0 3 Gl.fi� pe. Roln[Level R4 Stab CO^IOunllon sear Wah Rule N) Design Pressure(lbstrelfarXOXW1ndows W..Buck Hel9M11 3F 48' B4• my Cualom 11,391.1].39I r65A -ID.0 .61.0 -2D0 r69.0 MA r85.0 E53 MY Y-Nye'y 11.398 -19380 +65A .70.0 r65.D -T0.0 r050 '700 +OSD dD0 36'y-Ya 15.301-I9.041 +e5.0 -T0.0 +85.0 -TOO •65,0 -TOA 4-M-0 -T00 �r pnlam 11.391-13.302 7,- -70.a r83.0 d9.e r.3A 01.3 -02 1..2 T5- y.y,.X 11398 -19110 K3.0 40.0 M8.0 -10.0 r6t0 A65 •56.2 be.2 y-y-y 19.111-24,W1 +65.0 75o +BSO -ID.0 rg5.0 -T0.0 +WD E60 pulwn t3.360-19.39I r S -T40 -Me we ...5 53.5 .49.1 -0el 60• y.y_X 19,]9e-2A +610 TA •621 a +Y.O d5.0 +50T _ K. CVebn 24ae1-m.360 Nx0 -TO-0 MSa -Too •Mo -0L] •ST.o -52.0 1Tp y-y-y n -3D3W +850 ]00 ✓v9.0 58.9 •518 -08.8 N9.1 <91 •' MIN. SASH SaT Gin, ryv.. T6B R.InI'Le;�el R4 is Co�purelbn savh WIdIM1 Renpo O�) Design Pr¢9aure Qb.ReIfa1XOXWlndow6 W:dow Buck HelpM ]6' . 4B' 61 Cualom IL391-1339T +650 A0.0 +050 -T40 +65.0 A00 +65.0 40.0 6P y-Y"X t3A96-"wa +65U -T0.1 +6IS -11 +65.0 '70.0 +65P d00 t y-y-y u,3B]-19.1 +Boa -ro.a .ego -T0,0 .9a.0 a0.o +6io -Toe Cu:om 11.301. 33111 +11 -T0.0 +WO -70.0 +BS0 Ram +85.0 -T0.0 y TS y-y-y 13.390-19.110 +MS -T0.0 +8J.0 10" .6so -70.0 +61.0 -20.0 y-y.y 10.1114M1641 +ei0 +Asa A0.0 +65.0 -00.0 +65.0 -T0.0 q Cualmn 16360-19.39) +65.0 -T0.0 +65.0 -T0.0 +65.0 -20.0 165.P 8l2' 1r,3N-22 •65.0 -T0.0 +sea -]me +65.0 i0.0 +65.0' Se.B' 4Lalom 31.381-30Jw +6E0 -T0.0 +6E0 -mil +es.0 -' Me ->n.0 teF y.y_y -3eJm +ee0 d0.0 +65.0 -T0.0-+650 .T00 enNax-uromc .65AT0 FOR GLASS TYPE B "MIN 9n9H 61IE • W NOOW WIOTH-69.26 �- SPEH WIDTH �m SECTION DETAIL 7 e e MEETINGRAIL FOR WINDOWS WITH LEVEL R4 REINFORCEMENT 26 (REINFORCEMENTS SHOWN IN FIGURES APPLY TO ALL 23 73 o FAME TYPES GUSSTYPES 10.12614.18 CONFIGURATIONS) MAY NOT BE USED WIM JAMB 6nmm PRODUCT BEM1`M1EDa D 1CHANNELOROREGML 9 V O FIN FRAMES BUI1 a �od0 17 0411 0 , �H THE FRAME OR INTEGRAL FIN AS AL OWED SY GLASS TYPE. LEE SHEETS 3,). SASH SRE IS A9 PER THE FIGURE, E'NOW OR HEIGHT DIMENSION SHOWN ON THETAEM RD SASH CONFIGURATIONS FALL WITHIN WE SASH WIDTH RANGE rANDARD SASH CONFIGURATIONS FALL wIrHIN THE RANGE. l u111 FevueJ Hy. Pols: FerbM: NOA-No. enPlrenen Del 09/2412020 ` OtJI LYNry �'' JR 03@7117 XO pN1h sTM19S"�'' By Mmm .v.oaee eonnm 'GEN '.P ' R.rla.e By Wle: R-N: * No. 58705 ' PRESSURE TABLES Grove ny JROSOWSKI F�Sp5c _ EDESIGN Naef ONTAL ROLLER-LM 05/15/'I `I O(941NB0.8ppN2>6 sin �:f0}OTECHNOLOGYORNE s.n ae.,sn..1: uede9 Nx R' 1N1�ALew+w0nemnearnmusmrts.ua A I.Y'NN1k4AL P.E. HR-5510 NTS 8 OF 18 MD-HR5510-01 e P.EeeB305 CERT.or AGm.M22e9. TABLEIK GI2STypes Anchor Quantities for XO or OX Windows 6 - 8 Sash Width 30' Height Head 36" Heigh f Head 48" Hall E Head 64" Helghl E Head E 30" Helghl Head 36" Height E Head 48" Helghl E Head 64" Height E Head E ReloT. Level n �) & Sill & Sill 8 5111 & Sill & Sill 8 SIl B SIII & SIII R7 AnchOr Gmup A Anchor Group C 25.1/2" 12.147 1+C2+1 2JC2+1 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 MV 13,397 1+C2+1 2 1+C2+1 3 1+C2+ 31+C2H2 1+C2+1 3 HC2+1 3 1+C2a1 3 L38' 17.387 1+C2+11+C2+1 3 HC2N 3 1+C2N 2 1aC2+i 3 HC2+1 3 1+C2N. 7 4T 20.397 HC2N 21+C2+1 3 1+C2+1 3 HC2+1 2 HC2+1 3 HC2+1 3 1+C2+1 348' 23.397 1+C2+1 21+C2+1 3 HC2+1 3 1+C2+1 2 HC2+1 3 1+C2+1 3 I+C2+1 3j e0' 29.397 2+C2+2 22+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 7 2+C2+2 3 2+C2+2 375" 3e.887 NCN2 2 NC2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Anchor Gmup S Anchor Group D 25-12" 12.147 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+02+7 3 HC2+1 3 1+02+1 3 1 28" 13.397 1+C2+1 2 1+C21 3 HC2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2H 3 36" 17.397 HC2+1 2 HC 11 3 HC2+1 3 1+C2+1 3 1+C2N 2 HC2+1 3 1+C2N 3 If 3 m 42- 20.397 1+C2+1 2 1+C20 31 1+C2N 3 7+C2+i 3 1+C2+1 2 1+C2+1 3 1+C2+ 3 1+CZ+1 3 46" 23.397 1+C2+1 2 1+CZ+1 3 1+C2+7 3 1+C2N 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2N 3 60' 29,307 2+C2+2 2 NC2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 NC2+2 3 2aC2+2 3 2+C2+2 3 75' 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2*C2+2 3 2+C2+2 2 NC2+2 ee 7 2+C2+2 3rnvl e e erw RF[I(:N 3 2+CN2 PRFSGIIRE 3 TABLE IB: Glas's Types Anchor Quantities for XO or OX Windows 5 - 8 Sash 30+Helghl 36" Helghl 48' Heighl 54'HelBhl 30"Heighl 39" Heighl 48'He1ghl I 64"11e1ght W dlh Head E Head fl Head E He'' E Head E Head A Head E Head E ReInE Level (In) 8 SIII & SIII & Sll B GIII & Sul -'� & 610 & bill d°, &all R2 Anchor Oman ADehor Gro— . M-12" 12.147 1+C2+1 2 1+102+1 3 1+C2+1 3 1+C2+1 3 j M' 13.397 1+C2+1 2 C2+1 H 3 1+C2N 3 HC2+1 3 38' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ti Not Allowed 42' 20.797 HC2+1 2 1+C2N 3 1+C2+7 3 1+Cb1 3 m 'S 48" 23.397 JaC2+1 2 1+C2+1 3 HC2+ 3 1+C2+1 3 5 69' 29.397 2+C2+2 2 2+C2+2 3 NC2+2 3 2+02+2 3 3 75" 36.897 NC2+2 2 2+C2a2 3 2+C2+2 3 2+C2+2 3 Anchor roup B Anchor Group D 25-12' 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2N 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 28" 73.397 1+C2+1 2 HC2+1 3 HC2N 3 1+C2+1 3 1+C2+1 2 1+02+1 3 1+C2+1 31 1+C2+1 131 j 38' 17.397 HC2+ 2 1+C2+1 3 1+C2+1 3 7+C2N 3 1+C2+1 2 HC2+1 3 HC2+1 3 1+C2+1 3 42' .387 20------------- i*C2N 2 1+C2+1 3 1+C2+1 3 1+C2+1 J 1+C2+1 2 1+C2H 3 7+C2+ 3 7+C2a1 3 a' 1 46" 23.397 1+C2N 2 1+C2+1 3 1+02+1 3 1+C2N 3 7+C2+1 2 HC2+1 3 1+C2+1 3 7+C2+1 3 60" 29,397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+CZ+2 3 2+C2+2 2 2+C2+2 3 NC2+2 3 2+C2+2 3 j 75" 36.897 NC2+2 2 NC2+2 3 NC2+2 3 2+C2+2 3 2+CN2 2 NC2RmPr NC2+2 3 2+C2+2 3 enIFTFOR 9E51GNPRESSURE MINNIUM ANCHOR QUANTITIES SHOWN../ LNINLTIU 'F A`-- CWPLYIAMNTHEI! O.C. SPACING SHOvYN ON Me ELEVATONS. Max. Anchor O.C. Spacing for "Integral- Fin" Installation Anchor GmupE Anchor Group 3.8" 4" GUIDE TO USING ANCHOR QUANTITY TABLES FOR OX WINDOWS (XO SIMILAR): ANCHORWANIRY PER JAMB 2+C3+2 3 HFADIWDSILL ANCHOR OUANIIIY (2)ANCHORS ATTHE FIXEU SEGOON +A CLUSTER OF (3)ANCRORS CENTERED AT THEMEETING RAIL +(2)ANCHORSATTHE SASH TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILL SEE ELEVATIO SEe E ELEVA SEE ELROµ SHEET f �SEECWSTEii OE�SHEETe L _ — SEE EON, SHEET I SEE — ELEVATON, SHEET? MEETING RAIL REPEAT ANCHOR PATTERN AT SILL FOR XOX WINDOWS: ANCHOR QUANTITY PER JAMB 1+03+$+C3+14 HEAD AND SILL ANCHOR DUANUTI': (1)ANCH0R AT THE SASH ACWSTER OF(3) ANCHORS CEMERED ATTHE MEETING RAIL \_+(2) ANCHORS AT THE FIXED SECTION +A CLUSTER OF (3) ANCHORS CENTERED AT THE MEETING RAIL +(1) ANCHOR AT ME SASH TOTAL OF 10 ANCHORS AT Me HEAD AND 10 ANCHORS ATTHE SILL SEE ELEVATION, SHEET SEE ELEVATION. SHEET SEE ELEVATION, SHEET __...._ 9EE GEE L _ I gN�ETI i ELEVATIq SHEETI MEETING RAR SEE CLUSTER DETERS, REPEAT ANCHOR PATTERN SHEETS AT SILL NOTES; H FRAME DIMENSIONS ARE DUCK WIDTH ax. Anchor O.C. Anchor AND DUCK HEIGHT (SEE SHEETS 54). 5ASHSIZEISASPERTHEFIGUREGON cing for Fr GroUpF 'AS ETE SIZES NOT SHOWN,RWND UP TL in"Installation 4' THE NEXTAVARADLEWIOTH ORHEIGHT DIMENSION SHOWN ON THE TABLE. PRODUCT REVISED pl)Inq IN the Floral 6uiidln9 Ceae NOA-N". 17-0411.00 Eaptmnon On/1o�0924/202t` I mlen,l- PAa"fie a"nl."I I '° ADDED NOTE TO ANCHOR 3 OTY TABLES. N z N �O 0 0 a j> o g � •I•G d N >n O a� 0 ZU� R� 11UU I— IF W oJoqq y e OZm V Q F W J J 0 � J Z o O O g C) D O Q No. 58705 31 i' 4 ESL" 'ONAL \\\ IIIIIIII\\ LyFN MRLER. P.E. ABLE 19: Max. Anchor O.C. Anchor Quantities for XO or OX Windows Spacing for "Integral- Of.. Typee 5-8 Sash 30" Height 36* Height 487 Height 54- Heigh( 63" Helghl 30- Height 3V Height 48- Height 54-Height 63- Height Fhl"Installation width Heed Heed E Head Heed E Head 2 b Head E Head a SIII g Head a sin t Heed 8 SIII Head a SIII Anchor Anchor Gmup E Gmup F Reinf. islet �^) g SIII '� 8 bill 8 SI11 8 581 a Sill 8 BIR -°r ' R3 Anchor Group A Anchor Group C 3.5' 4- 25.7/2' 12.147 1+C2+1 2 1+C2+1 3 I+C2+1 4- 1+C2+1 4 1aC2+1 9 1+C2+I 2 1+C2a7 3 IaC2+1 4 1+C2N 4 1+C2+1 4 5 29" 13.397 HC2+1 2 14C *l 3 14C2+1 4 1+C2+1 4 1a02+1 4 7+C2+t 2 HC2a1 3 1+C2+1 4 1*02H 4 1+C2a1 4 36" 17.397 1+C2+1 2 1a C2+1 3 1+G2+I 4 1aC2+1 4 7+C2+1 4 1+C2+1 2 1+C2+1 3 HC2+1 4 1+G2+1 4 faC2a1 4 ac m .42" 20.397 I+C2+1 2 1+C2+1 3 I+C2H 4 1+C2+1 4 i+C2+1 4 1+C2+1 2 1+C2a1 3 HC2+1 4 1+C2+1 4 1aC2+1 4 E 4B 23.397 1aC2+1 2 1+C2+1 3 1+C2+1 4 1+C2N 4 1+C2+1 4 1+C2+1 2 NC2+1 3 1+C2+1 4 7+C2N 4 1+C2H 4 fi0' 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 24C2+2 4 2+C2+2 2 2+C2+2 3 2+C2a2 4 2+C2+2 4 2+C2+2 4 ]6' 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2aC2+2 4 2+03+2 4 2+C2+2 2 2aC2+2 3 2+C2+2 4 2aC2+2 4 2+C2+2 4 . AnchorGm— Anchor OroupD 2 1/27 12A47 1+C2+1 2 1+C2+1 3 HC2+1 4 7+C2+1 4 1+C2N 4 HC2ai 2 1+C2H 3 1+C2N 4 NC2+7 4 7+C2N 4 287 13.397 t+C2+1 2 HC2+1 3 HC2a1 4 7+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 I+c2+1 3 HG2N 4 t+C2H 4 1+G2H 4 t+c2+1 4 1+C2+1 a 4 36' 17.387 7+C2+1 2 1+C2H 3 1+C2N 4 1+C2+1 d 14C2+1 4 1+C2+1 2 HC2+1 1+C2+1 2 Fo 3 1+C2N 4 HC2+1 4 1+C2N 4 1+C2+1 2 1+C2+1 3 1+C2N 4 1+C2N 4 1+C2a1 4 '6 IZ' 20.397 1+C2H 2 1+C2+1 3 1aC2+1 4 1+C2+1 4 1+C2N 4 1+C2+7 2 HC2N 3 HC2H 4 1+12+1 4 1+C2H 4 4W SIT 23.397 29.397 2+02+2 2 2+C2+2 3 2+C2+2 A 2+C2+2 4 2+C2+2 4 2+C2a2 2 PC2+2 J 2+C2*2 4 2+C2+2 4 2aC2+2 d 7fi' 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2a2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 SEETABLE 9 FOR DESIGN PRESSURE AB 20: Gass Types Anchor Quantities for XO or OX Windows 64 Sash 48" Helghl 54" Height W- Helghl 72' Heighl 30" Height 38" 1 119hl 49' Helghl 54" Helghl 63' Height 72" Helghl WItl1h 30" Helghl Heatl 3B' Height Head H¢atl Head HPatl E Heatl Nead E Heed Head 831g Head a 591 E Head E d 510 Head b sill Relnf. Leal P°) a SillItl 8 551 8 56I1�1 a 511IgI a 561 l a SIII a 501 l d Sig l R4 AncherstoupA Anchor G-mupC 12b12' 12.147 1+C2+1 2 1aC2H 3 i+C2N 4 1+C2a1 4 1+CZ+1 5 1aC2a1 5 1+C2+1 2 1+C2H 3 1+C2+1 4 14C2+7 A 7+C2.7 5 7+C2a1 5 29" 17.3W 1+C2+1 2 HC2+1 3 I.C2+1 4 1+C2 1 4 t+C2+1 5 1+C2N 5 1aR+f 2 HC2+1 3 1+C2+1 4 HC2N 4 7+C2N 5 1+C2+I 5 1+C2+1 2 HC2+1 3 1aC2+1 4 1+C2N 4 1+C2+1 5 HC3+1 5 1+C2+1 2 HC2+1 3 HC2+1 4E1402+1 HC2a1 5 1+C3+1 5 1 36- 17.397 NC2+1 3 HC2+1 4 7+C2a1 4 1+C3+1 6 1+C3H 5 1+C2N 2 1+C2+1 3 1+C2N 4 1+C3N 5 1+C3+f 54B' 42" 20.39] 1+C2N 2 4 1+C3*1 4 1+C3N 5 HC3*15 I+C2a1 2 1+C2+1 31+C2+1 4 1+C3N 5 1+C3+1 5 9.397 HC2+1 2 HC2+1 3 1+C2N 6 2+C2+22 2+C2+2 3 2+C2+2 4 2+C3+2 5 2+Cd+2 5 60" 2B.3B7 2+C2+2 2 21C2+2 3 2+C2+2 4 2+03+2 4 2+C3+2 5 2+CA+2 2+Cd+2 5 2+C4+2 5 75" 36.897 2+C2+2 2 2+C2+2 3 2+03+2 4 2+C3+2 4 2+1302 5 2+C4+2 5 2+C2+2 22+C2*2 3 2+C3+2 4 Anchor Group B Anchor Group D 1+C2N 3 1+C2N 4 HC2+1 4 HC2H 5 1+C2+9 2 HC2+1 3 1+C2+1 4 1+C2+1 4 1+C2N 6 1+C2N 5 < 257/T' 12.147 7+C2H 2 3 1+C2N 4 i+C2*1 4 1+C2+1 5 1+C2N 2 1+02+1 3 t+C2+1 4 1+C2+1 d 1+CN1 5 HC2+I 5 g l 28' 13.797 1aC2+i 2 HC2*1 2 1+C2N 3 1+C2N A l+C2+1 4 7+C2N 5 1+C3+1 5 36' 17.3B7 HC2H 2 HC2+1 3 1+C2N 4 1aC2a1 4 HC2+1 5 7+C3+1 d 7+C3+1 5 1+C3+1 5 m l 42- 20.3B7 1+C2H 2 1+C2H 3 1-C2+1 4 "2+1 4 I+C3+1 5 HC344 U2+C24 2 1+C2+1 3 HC2N 4 HC2+1 2 1+C2+1 3 1+C2N 4 7+C3N 4 1+C3+1 5 7+C3+1 2 1*C2+1 3 1+C2N 4 1+C3+1 4 HC3+1 5 HC3+1 6 48" 27.387 HC2+1 4 2+C3+2 4 2+C3+2 5 2+GIa2 2 2+C2*2 3 2aC2a2 4 PC3a2 4 2+C3+2 675' S 60' 28.397 2+C2+2 2 2+C2+2 3 2*C2+2 2 2aC2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 36.897 2+C2a2 2 2+C2a2 3 2+C3+2 4 2+C3a2 4 2+C4+2 5 2+G1+2 SEE TABLE 10FOR OM Ex PRESSURE SHOWN. a,LANCHORAGE MUST AL90 COMPLYWRil M4JL 0.G SPACING SHOWN ON THE ELEVATIONS. Mex. Anchor O.C. Spacing for "Integral - Fin" Installation Anchor Anchor Group GrwpF 3T 4" NOTES: 1) FRAME DIMENSIONS ARE SUCK WIDTH AND SUCK MIGHT (SEE SHEETS 3A). SASH SIZE IS AS PER THE FIGURES ON SHEETS BB. 2) FOR SIZES NOT SHOWN.ROUND UPTO THENE T'AVNUBLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE, 3)SEESHMT9FORA GUIDE TO USING THESE TABLES. i PRODUCT REVISER mPl In with the F1.011, euilding �el% 17-0411.00 NOA Ne. Expiration note 09124/202( mm�nwn o..enr I I AppED NOTE TO ANCHOR I � . pTV. TABLES. REMOVE➢ GlAS35FROM TADLE 20. Y In 5 - 0 0 ¢ •rw O z�m J Z _ 9 Of H ? K ZC ., G O C) „ QI NY LYNyy . " Tf F� G-a a p 331 )T,J4U 5 ACE F (O - �`� I ALYIMMILLERPE. TABLE 21: Anchor Quantities for XO or OX Windows GIaSS Types 5 - 8 Sash 30' Helght 30' Helghl 48" Helghl 54"Haight 83" Helght 30" Helghl 30" Helghl 48" Helghf 64" HelAhl 63 Helghl Width Head E Head Head Head E Heed '� Head E Head E Heatl 6AI E Head 3 SAI E Head E A SIII aa Relnl. Le`el fm) g 61A 3 SIII 8 SAI 8 SiA & SAI S SIN 6 SIO -1°. 8 R4 Anchor Group A Anchor Gmup C 1+02+1 2 1+C2+1 3 1+C2+1 4 7+C2+1 4 1+C2+1 4 254/2' 12,147 1+CN1 2 1+C2+1 3 1+C2+1.. 4 1+02++1 4 1+C2+1 4 28" 13.397 i+C2+1 2 taC2+1 3 1+C2+1 4 1+C2s4 4 I+C2+1 4 36" 17.397 Not Allowed 1+C2+1 2 7+C2+I 3 1*C2+1 4 1+C2a7 4 1+C2N 4 42" 20.397 1+C20 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 m 48" 23.397 c g 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+02+2 4 2+C2a2 4 80" 29,397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3a2 4 75" 36.897 Anchor Group D Anchor Gmup D 26-1/2" 12.147 1+C2N 2 1+C2a1 3 1+CN1 4 1aC2N 4 1+C2+f d f+C2+1 2 1+C2+7 3 1+C2+1 d t+C2+1 4 1+C2+1 4 28" 13.397 HC2+1 2 1+02+1 3 1aC2+1 4 1+C2+1 4 1+C2+1 4 f+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2a7 4 1+C2+1 4 Jfi' 17.34] 1+C2+1 2 1+C2+1 3 1+C2+1 4 f+C2♦1 4 1+C2+7 4 1+C2+1 2 1+C2N 3 1+M+1 4 i+C2N 4 1+C2+1 4 42 20.397 1+C2H 2 1+C2N 3 1+C2N d HC2+1 4 1+C2+1 4 1+C2+1 2 1+CH1 3 1+C2+1 4 1+C2+1 4 7aC2+I 4 46' 23.397 7+C2N 2 1aC2+1 3 7+C2+1' 4 1+C2N 4 1+C2+1 4 1+C2+1 2 1+C2N 3 1+C2+1 4 1+CN7 4 1+C2a1 4 60' 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 2+C2+24 2+C2+2 4 75^ 36.897 2+C2+2 2 NC2+2 3 2+C2a2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2*2 4 2+CZ+2 4 2+C2+2 4 SEE TABLE I I FOR OEVEIN PRESSURE Max. Anchor O.C. Anchor Spacing or Gfp1PF Fin"Installation 4" I I I PRODUCT REVISED mylYlne NM1 the Florid: NOA-No. 17.0411.00 Expiration Dam 09124/202C `D NOTE TO ANCHOR TABLES. R I' I I q o 0 p9S 0 �N Zy� eIPo � till O Z'All1 oin f l UUW is V) W GIABB tVPEO on 10.12610.16 MAY r, > NOTBEUSED �Z S F (Y II WFFH 1CHANNEL W (I • ORIMEGRAL FIN 'J J FRAMES z W 1' C7 F K ZO o O N U .0 Z ..:0 n Ev.,..n .,.i SHEETS GB. � *: Na. 60706 2)FOR SRES NOT UP TO SHOWN, ROUND AVAA-Ft THE NE" NOTH OR HEIGHT ON%jC ':F<onto SSAETABLE. OIMENBION,GHOWN TH ��/r]10NAL1E1r`� 3) BEE SHEETS FORA GUIDETOUSINOT7IESE ALVNNMILER R.E. AB E2J: MImMV M/Y+Yn Vn UVnn nnce on�.a�v. ' maa. ryp Anchor QuanVUes for XOX Wintlotvs 6 B SeaF 21' Helphl 3P HeIpM 3P HeIOM 4B' Helphl 54- Wild m- HalBhl 24' Height 3P Hdphl 3P HRI9h1 4B' HaI9h1 61' NeigM fiJ' No-- seen Wnl0va11an VAdlh1.1 Rmipe VIA) 660 n Head b 50 Hied&619 Head 4 Sill a'Head650 Ha<d A bill ry Head Bb91 Heatl 5510 t 1Nad 85111 I Heatl A SIO HeadA SO Heatl6510 PAIBULe'nl Head ' ' Aneher GGa.,A ARen rGel C 35-1/4' Y-Y.-Y 11.901-11.301 HC+0+QN 2 14C2+wQ+I 2 1+C2+g02+1 31+Q+wQ+1 4 1r+O+Q+1 O2 4 HB$aO1B2+11 HQ+wQvl 2 HQ+O+G2H 2 I+Q+qQ+f 3 1+M. G2+1 4 HC2+9+Q+1 4 1+C2awCN 1 3B' Y-Y+-Y 12308-1230B IaQ+0+Q•1 2 1.CNwQ+11 2 1+Q+0+Q+1 3 1.C2+wQ+1 4 HC+qQ+1 4 HC2+wQ+1 4 1+C•qQ+i 2 HC2+11RQ+1 2 1rQ+g02N 3 1+C2+O.C211 4 I+02+81Q.1 4 HQ+O+CH 4 Y-Y-Y 11.391-1J.30] HQ+O+Q.1 2 HC.O.QN 2 taQ+gC2N 3 HQrgCRa1 4 HQ.wQN 4 1+Q•O+Q•1 9 11B2RR04B2t1 2 1.Q+O+Q+1 2 1+C+0+Q+1 3 1+Q.gCNI 4 VQ+wCH 4 1+Q.wQH 4 I S1IB' Y-Y-Y I3.39B- 44.03 1+Q+O+Q+1 2 HC2+0+C+d 2 1+CNO.CN1 3 14C2+NC2+1 4 H02+DIC2+1 4 1aC£+0+C2+I 4 1+Q+wM+l 2 I+C2+oaB2+1 2 I+Q+0I0241 3 1+G2awQ+1 4 OIMW M+1 4 HQ+O.C1N 4 Y-Y-Y 1L391-12287 I+C+1+CN 2 1+CPl+C+1 2 HCNIC2+1 J NC2+1+C0 4 HQ+1.BNi 4 1+C+I+QN 4 1+CN+C+1 2 1+C2aHCR+1 2 HQ+1.QH 3 1aC2.1+B2N 4 I+Q+14C+ 4 1+Qa1.CN1 d 1]Jl4• X-Y,-X 12.299-16.R0 1•C.gQ+1 2 1.Q•wQa1 21.Q+gC1f 3 1+Q+O.QN 4 1.Q+gQ.1 4 1+BZ+O.QN 4 HQagQN 2 1.Q+0+Q+1 21+CNgCNt 3 1.C+qQ+1 4 I+CNO+QN I HQ+wGN1 4 Cwlem 1L391-12.016 HQN*QN 2 HQ+1.CN 2 H+ I.C2.1 3 1+CNI+Q+1 4 1+Q+I.Q.1 4 I.Q.HC+1 4 I.QN+C2+1 2 "B2+1.Q+1 2 1•QN+Q•1 3 HC+1+CNt 4 PC2+1+Q+1 4 HCNI+CN1 1 SR-1IB' Y-Y-Y 12.01T-13.39T HC2+1+Q+I 2 HCa1.Q+1 2 HC+"CNI 3 HC2+1+C2.1 4 1+C+I+C2+f 4 J+C23HQ+1 4 1.C2H+C+f 2 1+CN+C+i 2 HCH+Dw1 3 HQ+HQN 4 1+CNHCH 4 HQN+CN 4 Y-Y-Y 13A98-1T.01B HC2+O+QN 2 1+C2+qQH 2 NCNO+CN1 3 HQ.q QN 4 1+Q.wCH d i+Q+e.C2+1 4 HQ+D.ON1 2 HONO+QN 2 1+CNpGN1 J 1+BNgC2H d I+CND.QN 4 I*Q.gC2N 4 m Cw(wn 11.391-U.39T HQ•HQ+1 21+C1a14CI 2 HCNHCNI ]HQN+QN 4 1+QH+Q+1 4 HQ•1+QN a 1+QN+QH 2 HQN+Crt 2 f+QH.CN1 J HQN+Cbt 1 HGN1+Q+11 LQN+CNI 4 BP Y_Y.Y 13.390-16.360 1+Q.1aQN 2 HCat.C+l 2 i•CNHQN 3 1+QN•C+1 4 I+2•laQ+1 4 HC.1+Q++1 4 HQN+QN 2 1+CaHQN 21+QH+QH 3 HQH.CN d 1+CNHQ+1 4 1.QHaCN1 4 4 16.381 -10.w1 1+C2+0+QN 2 1aQ+01Q+1 2 1+CNgC2+1 a HC2+gC2H H 4 C2+0+Q+11 HC2+qQH 4 1+Q+wQN 21+Qa0rC2N 2 NQ+D+CNI J HCNO+C2+1 4 1+CNOrQN 9 1rC2+gCN1 Calms 11391-1339T 1402+3+Q+1 2 1+Q+3+Qa1 2 1.CN +1 3 I.Q13.Q+1 4 HQ+3+C.1 4 I+C2+3+C+1 4 HC2a3+CNi 2 1+Q+3+Qat 2 1+Q.3+Q+1 3 HQ+gC2a1 4 IaC2+w(#+1 d HCN3tQ+11 ]5' 13.398-19. HD HCNNQN 2 1+C+2+qN 2 1+Q+2+Q+I 3 1aQ+2.QN d 1rZZa2-Ctl 4 HCNNQ+1 4 1fC.NCN 2 HC2a2.QN 2 1.Q+2+CN1 3 HCNNC+I 4 HCa2+Q•1 d 1aCN2+Q.1 1 a.%-Y Y-Y-Y IIIAII-24.w1 HQ.HC+1 2 I.Q+1+Qa1 2 11QN+Q++1 3 HQN+CN 4 HQN+C2+1 4 1.CN.C+1 4 1+Q+1.G2+1 2 1.CH+QN 2 HCNHCNI 9 HQH+C].1 -0 1.QH+QN d t+C]N+CNI d Cualom 18.960-10JW HQ+J+QN 2 HC2+J+QN 2 HC$3+CR+1 3 14Q+3+Q+1 4 HQ+3.C2+1 4 I.M,3+C3+1 4 1+Qa3+02a1 2 1+C2*3+C2N 2 1aC2+AQ+1 3 1+C2+wC2N 4 HQ+3+Q+1 d 1aCN3•CN1 4 w 19.39B-24.300 1+CN3+Qa1 2 1.Q.3•QH 2 PC2+3+C2+1 3 HQ+3.Q•11 HQ+3+Q•1 I pW+]rtlr11 HCr3+CNI 2 HCN3.CN 2 taC+3+C2N 3 HQaw02N 4 I+Qr3+QN 4 HC+3.QN 4 Y-Ya-Y. 24.301-30.360 HQ+2+Q+I 2 1aC+2.02+1 2 1+ON2+Q+1 3 1.C2-24C.1 4 HQ+24Q.1 4 HC3+2+011 4 HC+2+C2+1 21+Q+Z+QN 3 IaQ.NCNt 3 1+Q7NQr11 HQ+NQN 1 1+CNNCN 1 Built. „ 2 HC+3.Qa1 3 1+Q.3+ Nl 4 HC+3+CZ+1 4 1RC3+3+Q+1 4 1+C2+3rC2-1 2 1+C2+3+Q+4 2 I+C2.3+C2N 3 f.CN3.Q+4 4 1+Q+3+C24I 4 1+CN3+QN 1 12P 1 Y-Y-Y .30.380 I+CN3.Q+1 2 I+C2+3.Q.1 Archer Gri Aneher li D 3&1/4' Y-Y-Y 11.391-11.381 I+B2WM+1 2 1+C DeU-1 2 HQ+wQN 3 I.Bli 4 1+Q+wQ•11 1.Q.wQ•I d HQ+wQal 2 HQaOa¢N 2 I.Q.wQt1 3 1•Q+,M+I 4 I+Q«wQ.I 4 I.C2+wCNI + 1 1+Q+wC2N 2 1+CND+QN ] taQ+wCNt 3 LQ+qQ+1 d HPND•CNt 4 1+Q+wC2N 1 _ Y-Y-Y 12308-12308 I.C2+0+Qa1 2 1+Q O.CN1 2 TC2+0+M+1 3 I+C2+qQ.1 4 HQ40+B2+1 4 IaCNgQN JB' Y-Y-Y ILS91.13.397 1+C2+O+Ca1 2 1•Q+D+Qa1 2 1+C2+D+CNI 3 HC24O B2+1 4 1+Q+0+C+1 4 HCNgQN 4 I+Q.O+C241 2 1+Q.wQN 2 f+C2+wC2+f 3 I+C2+gC]e1 4 I+C2+0RGZ+1 4 HC2+9aQN 4 4i1/B' Y-Y-Y 13.Me-14.M 1•CNOaQa1 2 HLNWQN 2 1+ONgQ+I 3 14C.wCN1 4 1+C.gQ+1 4 1aQ+gQN 4 HQ+gQN 2 taQ+q QN 2 HGNwCN ] taQ•wC2N 4 I.CNwQ•f 4 IaCNO.QN 4 Y-Y-Y 11.391 -12281 1.CN.CN 2 1+CN/aCH 2 1.Q+1aQ+1 3 HC2N+QN 4 HCN+QN 4 NCNHQN 4 HQN+CN1 3 HQN•Qat ] HCNHC2H 3 PQH.QN 4 PCN1aCN 4 1+CNpQ+1 4 4 1]dIT 2 1rC+04CN1 2 1+C21wC2+1 3 1+C2+ MIN 4 1aC+qQN 4 HC.OrQH d l+Q+wQH 2 VCNgQ+1 2 1+QawB2N 3 1.Q+wC2N 4 HCNO+Q+1 1 1•C+qQN Y-Ya-Y 12F00-16.358 1,CNO+Q+1 HCN1aQH 2 1+C2NaQH 2 IaCZa1+Q+1 3 HC2aHCN1 4 1.QN+C2H d HQH+QN 4 I+Q+I.CNI 2 taQN+QN 2 1+Qa1+C2.1 ] HC2H+C2N 4 HCNHQH d HC2H+C2+f d RI Cuatem Y-Y-X 11.301 -12016 1201]-13.39T HQ.1+QN 2 1+CN1+C+1 2 1+QH.QH 3 HQH+CNf 4 YQN.QN d HQN+Q.1 4 HQ+HQ+1 2 1+QH+Q+1 R HCNHQN 3 LQ+1.QN 4 1.QN•QN 4 HQN+CZH d 0 2 14CNwCN1 2 HQ+O+QN J HCNO+CN1 1 1+Q.wM.1 1 1+C2.0aM+1 9 HQaBaQ+l 2 1•QwaQ.t 2 HCNOaCNt 3 I+Q+gQN 4 HQ+wczN 1 1+Q+O.QH 4 Y-Y-Y 13290.0.016 11.381-13.397 1.Q+0a TcC;-I Q+1 2 I+CNI+CNI R I+M.I.C2+1 9 t+C2-1.C2a1 4 HC2a1+02H 4 H02+1-O2+1 4 I+Q+HQN 21+M+I+QN 2 1+C2+1+Q+1 3 laQ+1+02N 4 1+CN1+Q+1 4 1+C241+02+1 4 m 6P Netpm Y-Y-Y 13.398-15.3W PC4aHQ+1 2 1rQ•1*QH 2 1+CN1.QH 3 I+Qr1.C2+f 4 7 M-IICN1 4 HCN1+Q+1 4 1aC+1aQa1 2 HQ+HQN 2 1+CNI+C2.1 3 1+Q.I+Qa1 4 I+C2+1+Qa1 4 HC2+4.C2 4 4 F Y-Y-Y 15.3B1-1B.611 HQ+wQH 2 1+Q+wC+1 2 HC+q CN 3 1aQ•wQ.1 4 1+C.wCP1 4 H02.gM+l 4 HQ*wQ.I 21+Q a+ 21.C2.0+GN1 3 IrQ+gQN 4 HG2+wart d 1+C2+wQN 17301-1J.39T HQ+3.QH 2 1aG2a9+C+1 2 HC2.3+CN 3 1+CN3+C2N 4 1+Q.3+C211 4 1+CNa+Q11 4 1+Qa3+Q•I 21+a+3+Q.1 2 1•CN3+CZH 3 1.C2+3+Q+1 4 HC2+3.QM 4 HC2+3+QH d Cwlom Y-Y-Y 13.m-10.110 HQaNQH R Ha+R+C2N 2 I+Q.2+Qri 3 HQ+NCN1 4 HCNNQH d HC+NQN 4 I+C2+NC2.1 21+Q+NQa1 2 HCN2+C2N ] PQ+NQN 4 HCNNCNI 4 I.C2+2+a+a 4 d TS' Y-Y.-Y IB.itt-2/.BH 1•a.T.C.1 2 1.Q+HQ.1 2 HCNHQN 3 1rQ+t+C2N 4 HQ.HCN 4 1+a+HQN 4 PC+HC2N 2 HCNaa+t 3 I1a+HC2N 3 I+CN+aN 4 1+GN1.Q+1 d Ha+t+aN 4 1a360-iB.J9> 1.a.3.QaI 2 I+Q.wCN1 2 HCNJ+aN 3 1+Q.3+CN1 4 HCq+QN 4 1+Q+3.Q+1 I I+Q.3+Q.1 ] HQ.3+Q.1 2 1.C2.3a +1 3 I+Q+J+CN1 4 I.Q+J.C•1 4 1+C2«31U.1 IRV Deal. 1Y_Y.-Y 19.390-24.3 0 HQ+3+C+1 2 1+C2+3+Ca1 2 I+U+31C2N 3 HCp131CNI A Ha+O+Q+I 4 HQ+J«a+1 A TC +3+CN1 2 1+CNa+C2N 2 HCN3+C2.1 3 1aC2+AQN 4 HQaJ+C2H 4 HCNJ.QN HQ+2+CNI d 4 2.361 HQr2.C2N 2 HCabB2+l 2 1+CN21Q+1 3 1ra.2+C+1 4 Haa2+a.1 1 HC+NQ+1 4 HQ+2+02-I 2 HQ+2.O4.4 2 HC2+2+C2+1 3 NQa2+Q+1 4 1+CNNQ+1 4 Cwlam •b.360 NC+3+C+1 2 laC2+3+a+1 2 HG2+wQH 3 HQ+3+Q+I 4 1rQ+3.C.1 4 1+C2.YQ.1 1 taQ+3+C2N ] HCN3+QH 2 1+G2+3.02N 3 Ha+3.QN / HC2.3+aH 1 HC•3.CN 4 12V X-X-Y -30.3W SEE TABLE 9 FOR DESIGN PRESSURE IMax.Anchar O.C. Spacing for^Integral-GmWE Fin" Installation Anchor An0hor GroupF 2.B• 4' "MIN. SASH SIZE- WNDOW WIDTH-5828 2 FORAGUID ND-1/3-1W ITGo1AYN. HEIGHT (SEE SHEETS 14). AVARABLE WIDTH OR HEIGHT DIMENSION SHOWN ONTHE TABLE PRODUCT REVISED plyi^g IIF IM1e Flmio NOA- a. a t7.Obd].OD j I ADDED NOTE TO ANCHOR QW. TABLES. _I Y r n l i. j EOO o y O 1N a > O N O� uJ J � .. n � H O � Z Q [If i1 ro d J I4- Z ., O O 0 U K O ¢ O *. NO. 58705 A -a MINIMUM ANCHOR QUANTITIES SHOWN. P ANCHOMGEMUSTN.SOCOMPLYW11HI"LM 0.0.SPACING SHOWN ON THE ELEVATIONS. TABLE 24: Ghee types Anchor Quoni ties for XOX Windows 6 a 0 Each 24" Hel,hl 30" Height 3W Haight M Ha,l M' Height 03" Height 24" HeIgN 30' Helehl 30' He1ph1 4B' Halphl _ 5t' Height 63' Helghl Sean ConApuraBen Width Range M) Heed86i11 Poede5111 Heeds SN e Fbada ST HBuda SR Head a Sul Heada513 Heeds I Horde SIII § Head e SOI Heed B Sill Head a Elll Belot Lmel Anchor Group A Anchor Group C f+C2.0+C2*1 2 HC2+wC2N 2 14C24D+C2.1 3 t+CP0+C2N 4 HCNpC2N + HCQ FE d 35•fu' Y-Y-Y 11.391-11.391 HC2+0+C241 2 1*C2.04C2N 2 1+C2+0*Cw1 3 1*C2+0+C2N 4 HCb0+C2H d 1.C2+wC2N 4 30' K'K-K 12.300-12.300 .Cw0aCP1 A 1.CZ.0+C2+1 2 HCPwC21I 2 I.M+0+02+1 3 1+CZ+O+C2.1 4 HC2+0+C2a1 411. 4S11a' )(_K_Y 11.991-13.397 HC2.O.C311 2 HC2W+C2N 2 HG,+1,GP1 3 1402+0+C2.1 4 7C4+01CZ+1 4 C2awCZ11 d K }• Y 13380-14.6BJ a+C2+1 21+L2+HCP1 31+C2NaCP1 41+M+I.C3+1 4 1•QH.C2N HC2+1+M+121+C24 413/4' Y_K_Y 11.381-12.291 HC2+w C2+1 2 HCZ+0+C2N 2 HC2+wCP1 I+ 3 M+a C141 4 t+C2+0*C2+1 4 1+CZ+O+CP1 4 K-Y-K 12290-16.55E I.CP1*C2a1 2 lac2ai.c2+1 2 HCH1aC2+I a IaC2+t+CPf 1 LLnt•CPt 4 1+C2N+C2N 4 Cwbm 11.381-12.010 HC211+C2N 2 HC2N1C2+1 2 HC2N1- 2 l 3 I+C2+1'C2*1 1 I+CZl1+C2N 4 1+C2N+C2.1 4 52-010' K-K-Y 120II-U89T I+C2+wC2+1 2 1aC2+D.C2a1 2 1+L2+wC3*1 3 1aC2+0+CN1 + I+CNwC2.1 4 1+Q+O+C2a1 4 Y•Y-K 1a398-1].016 Not Allowed 1.M.1.C2.1 2 NC2N•CP1 214C2+1+C2+1 3 HC241402+1 / t+C2N1CT41 4 HC241•CP1 4 m Cmbm 113111-13.39] 4 H 1*C2+14C1+1 3 I1C2a1.C3*1 2 1'C2+1+M+I 3 HCp HC2N OQa1r02+1 4 HC2N.CN1 4 BP Y-K-Y. 13.380-15.380 t+C2.wczN 21+C2+0+C2N x t+C2+wC2N 3 1+O2.OaC2N 4 Hcz*9+CN1 4 1+C2+O.C2N 4 Y. 16.3B1 -1B.&1 HC2+wC2N 2 HC2+34C2N 2 HC2a3+C2N 3 HC2134C2+1 4 HC2+3+M+1 4 HC2+3+CP1 4 Cuelom 11.381-13.3g] HC2+2+C2N 2 14W2 24C 1 2 1•CP2+C2+1 3 HG2@*C2*I A HCR*2•C2N 4 1*C2+2+02+1 4 ]S Y.-$-Y 13.39 1-19.110 HC2N+CP1 2 I.CPI•C241 2 HC2N.L2.1 31+C2+1+C2a1 4 t+C2N+C2+1 4 HC2+i+C2+1 4 K-K-K 10.111-24.891 I+C2a3+C2N 2 HC2+3+CN1 2 IaL2+3+C2.1 3 1+CPJ+C2N 4 HL2*9+C2+1 4 1+C2rJ+CPt 1 Cuelom 19.300-14X41 HC2+wCZ+1 2 1+C2a3+C2a1 2 1+C2+3+C2+t 3 HC2+wC2N 4 1.C2.3+C2N 4 HC2+3.C2+1 4 90" Y_Ya_Y 19.390-24380 1+C2.2.C2li Z HC221C211 2 HC2@+C2.1 J HC2*2+C2N 4 1aCR12aCP1 / 1+C2+2aC2N 4 Clsbm 24.301-30.J60 HC2+3+C2+1 2 14C243•CN1 2 HC2*3+C2N 3 1+C243+CPt 4 1H4+9•C2+1 4 HC2+3+L 14 12R Y-K-Y -30.300 Anchor Group 0 Y-K-K Anehm GrMU B 11.391-11.391 HC2+wC2N 2 1+C2+0.C2N 2 HC2+0+C2+1 3 1+C2*wGP1 9 1+C2+O+C2.1 4 1aC2+0+C2+1 .4 1+02+0*C21 2 HC2+9aCP1 2 HC2+0+Gw1 3 t+C2awCP1 4 I.CZ+O+Cxa1 4 HC2a0.G2+1 A 35;114' K-Y-Y 12.3U0-12.300 HC2a0+C2+1 2 1+C2+wC2N 2 HC2.0+C2+1 3 1+C2+O+CN1 4 PC2+wC2.1 4 HC2+OaC21 4 I*C2+0+G2+1 2 1+CND+C2H 2 1aC2H)+C2+1 3 HR•OaCN1 4 1.C2ro+02a1 4 HC2+O+C2+1 4 3W 2 1+C24wC2a1 2 irC2+0aC2+1 3 I+CZ+wC2a1 4 1aC2+wC2N 4 LCPO.C2N 4 HC2*wC2N 2 I+C2+wC2N 2 1•C2+O+C2+1 3 HC2+0•C2N 4 HC2+OaCP1 4 1aC2.wG2N 4 16b6 $_1Y_Y 113g1-13.3W 1+C2*wC2.1 2 HC24wC2N 2 I+CAD+C3+1 3 1.C2*04CP1 4 1+C2+wC2N 4 14C2.wCtN 4 1+C2*wCZN 2 HC2+wC2H 2 1rC2+0*C2N J I+L2+0•CZN 4 1+CPO+CP1 4 Hc2.wC2N d Y-X-Ya 13.388-0.65R 1•CNwC2N 4 14CPHC2.1 4 HC2N+C2+1 4 1+C2+1+C2.1 21•C2+1+03+1 2 H02+HCP1 3 NC2N•LNt 4 1+L2H+C2+1 4 HC2NaC2N d Y-Y-Y 11.391-122W HC2+1+C2+1 2 HL2N1C2+1 T 1+C2+1+C2+1 ] TCZN+C2*1 1+C2+0lC2a1 4 1+C2+wexa 2 taC2awG2+1 2 HC2+O+C2N 3 I+C2+0+C2*t 4 HL2+OaC2+1 0 taC2+O+C2N 4 4]I�Y4' Y•K_K 12290-15.SSS 1aC2+wC2N 2 HC2.0+C3a1 2 HL2+D+C2+1 3 1+C2+wC2.1 4 HC2*w C2N 1 4 1+M.1+CZ+1 d 1•CZ+11., 2 14C2a1+C2N 214C2+1+02.1 3 1+C2.HG2N d 1+CPHC2N 4 HG2+11G2a1 4 LwlOm 11391-12016 IaCMHM+1 21aCP1+C2N 2 4C2+11C2+1 3 1*ram+1+C2.111aC2N+C0.1 I+C2+HC2.1 2 +G91+C2a1 2 1•C2N+cP1 3 TM I.C2.1 1 HC2+1+C2N d TC2N.C2N A 52-12B' K-Y-Y 12.01]-1J.39T 1+C2NaC2N 2 1rC2N.C2!1 2 HC2N+C2*1 3 HC2N+C2+1 A LC3•HC2N / HC O.W.1 4 1+CNwC2.t 2 IaC2*0•C2.1 3 1.C2awC2*1 1 1+C2+wCN1 + 1+C2.wC2N + K-Y-Y 13.390-1].010 I+C2+OaC2+1 2 1+C$*0*C241 2 1aC2*wC2+1 3 HC2*wCPI 4 I•C2+wC2N 4 1+C2+wC2N 4 C2 +0+C2 1*N 2 21+L2*1.C1a1 J HG2.HCP1 4 i*C2NrG$N 4 t+C2H+L2H 4 Custom 11.391-13.391 1.C2a1.C2H 2 1+C2+11m0 T I+CZN+C2.1 3 1+02+1+CPT 4 I+C2.Ia C241 4 PCZ+4+C2N 4 1+C2N+CN1 2 HC2N•G2N HC2+1+02-1 4 HL2N+C2N 4 1+C2NaC2N + BP K-K-K 133BB-16.360 1*C2N+C2N 21+L2N+C2a1 2 14C2N*02+1 3 1.C2N1CT+1 4 1+C24j*C2N 4 1.02*1+C2H 4 11C2+1+C2+1 2 HC2+14C2+1 2 14C2N+C2N J 3 HGx*D.G2N 4 1.C2+0-C2+1 9 HC2+0a02N 4 K-Y-K 16.30I-19.6H HC2.wC3N 2 11C1+wC2a1 2 1+C2+0+CZ+1 3 HC2+O+C3N 4 I.CZ+wC2N 4 1+C3+wpN d H02.0•CE0 2 taC2*0+C2N 2 1.021wC2+1 4 HC2+wC2H 1 HC2gaC2N 1 HC24wC3N 2 HC2r3+C2N 2 HC2+wcz•1 3 1+C2•wCwt 4 HR.wQN I HG2.]•C2H 4 1.Lp3+C2N 2 1•C2+3M.2.1 2 HC2.&C2H 3 I+CPwC2N Cuelom 11391-13.30] 2 HC2.2.C2N ] I+CNPCdaI 4 HR.2.C211 4 HC2+2aC2N 4 HC2+2aC2+1 2 HC2.NC2N 21+Q•PC2al 3 HC2aPC2+1 4 1+GPPC2N d t*C2.IaC2+1 4 ]fi' K-Y-Y 13.308-19.110 NCP2*C2N 1 HC2aT+C2a1 2 3 1aC2NaC2a1 4 HC2+TC2N 4 NCPHC2a1 4 HC2+1+CP1 2 HC2+HCP I'21+CPTQN 3 HC2a1+C2*t 4 HC2.HC2N 4 HC2+1•C2N 4 K-A-Y 18.111 -24.&1 1+CzN+cZ+I 2 HC2+t+O2a1 1+C2+H02+7 2 HCPwC2N 3 TCP3+C2H 4 1aC2+wCP1 4 TC2.3+C2N 4 I+C2+9+C2+1 2 1+C2'3.C2a1 2 1+C0+3+C2+1 3 1+0 +3+C2N 9 1+C2.3+C2N 4 HCl+J.C2N 4 Cualom 10.380 -193W HCP3+CTN 2 HC2*3.C2N 4 HC2+3+U-1 2 1aC2.3aC2N 2 faC2•J•C2N J TM -C2+1 4 HC2•]+CPI 1 1+C2+]+Cxat 4 Ba Y K-Y. 19.398-24.360 LC2+YC2*1 2 HC2+3+C2N 2 LL213-02-1 3 1.CZ+3.C2N 4 HC2+3+C2+1 4 LC2+3.C2N 2 1•C¢.P02N 2 HC2+2+CZ+1 ] 1+C2+2+C2N 1 1+C2a2*C2+I 4 14C2*2+C2.1 4 Cwlom N.3B1-30.380 HCP2aC211 2 1+C2.2.C2H 2 HC2+2aC2+1 ] 1aC2+PC2N 41aC2+bRN 4 T_.M.2.C2.1 4 I.C2+3+C2a1 4 11C2•wL241 9 1+C2a34pP1 Z HC2+J+C2N 2 1*C2.3•C2*1 3 1+C3*3rC3+SEE 12W Y-K-Y -30.360 1+Me3+M+1 2 I+C2+3-a+1 21.C2rwCZN 3 I+C11PC2.1 4 1+C2+]4C2N TABLEI3FOR OESIGNNFRESSURE WINOOWIMOTI1-5920 NOTES: 1)FRI umeecION6 ARE BULK WIDTH AND BUCK HEIGHT(SEE SHEETS 3A). O.C. MIN. BASH 3QE• Anohcr 2 SASH SIZE ISM PER TIEFIGVRESONSHEETS6A.Gmw WIOTH OR HEIGHT DIMENSION SHOWI40NTIE TABIEing "Integral- P2)FORSITESNOTSHOWN.ROUND UPTOTHENEMAVAILABLE F1,1;x.Anchor for 3)SEESHEETgMRAGUNETOUSPIGTHESETABLE3. AUTTHOSE STANDARD SASH CONFIGURATIONS FALLWITIIN THE SASH WIDTH RANGE in"Inefallation 4• 4)-I/d-IR-1/4-AN09/SI/b1Yd' INDICATE IN THE ADJACENT COLUMN.'CUSTOM'INDICATESTHATNOSTANDARDSASHCONFIGURATIONSFALLW INTHERANGE. PRODUCT REVISED p1v1e9 IN IFe eumm�g CCuuEdcc NOA-Na. 17-0411.00 Eaplrollou note 09M4/202!' BY r" oe nl I ou _ ou M1 ou 5 Z to 0 Y on 0 12 7F on 'b ..® ¢ 51, 6 W V� FWy o>.dw j Q f, . n - �Zm O (Y I. rH W J ® C Z J ff r, 7 Q I O 0 Z O " zQ O I. 'I •Iu ` ��QtJY.LYN,y�ii N0.50705 .P /y�r�3H7-,� -73 '.�YCIII :�F- � 'fr- MMIMUMANCHOR OVAMITIEB GROWN. ALLMlCHOMGE MUST AL SO COMPLYNMTH THE MMOA, SPACING$MOWN ON ME ELEVATIONS. TAoll15: I Anchor OuanliUes for %O% W ndOws GIesI TI.R T fllB SaeA SmM1 2q'NaI9M1l 3P HeIpM1I 36'Noll 10-Hill 64'H.WN 67 Helphl 24'HeI9M JD"HeIBM11 30"flelpAl IB'HeIp10 51"tleignt W'Ha1pM Can611urntan WIdIM1 Ranpa On) E Haad 6 SIR Haed8SIl Heatl8 SR1 Hee085111 Eq Hvad850 Haed 6811 Heetla BfO Revd 65111 Head 8501 �p Heed8501 E Heed B Sill RemL Hev088111 R/ Anchor Group A Anchor GI C 2 rvcrwcx•1 2 MC2+0•CR•1 C2 3 1•cYa•W++ ] 1.02HI. 4+-c2w+cz•+ 4 1•C2+O4H R a YQ.o,czN 4 1-Q-0•C2+1 q 4 341/1' X-X-X 11,39I-11.391 r cz•o•cz++ 1+C2-9•Q•1 x 1-W.o•cz-+ R 4C2.O•G2.1 38' X-X-X 12.303 -12.30E YQ•O,Q•I 2 HG2•O+CNI 2 I• ..... C2.OaC2•i 3 C2.0•Ml+ H 1 17a.0+G2H d YQ•O+GRH 4 X$`i-X 11.391-13.391 1•C2.0•CR•121+LR•O,C2.1 21+C2.O+QN 3 BC2.O.M,1 YQ,O+QH 1 I+Q+G•Q-11 15-18' XXX +0398-11.OB3 YL2+1+G2N R YC2+PQ•1 2 V02H•QN 0 1+C2.1•Q•1 d YCNI+Q•1 4 1 I•Qel-G 1 CJ/P X-X_Y. 11.391-12.D1 t+C2,HC2++ 2 YC2+0•C2+1 2 I-CYO,C2.1 3 1•O2baCz•1 4 IaL2'0-L2.1 -1 4 1•Q•O+C2N 4 X-X-X 12]89-16.85E 1+C2+MQ•1 t•L2H,C2H z NC2N•Q+1 2 1•CNI•C2-1 z YC2.1•GxH 2 1-C2-1.O2-1 ] 1•CNYCNt ] NCN1•CZa1 4 I,62.1•C2r1 4 1•QH.GN1 1-C2•I•cz•t 1 1+C2H+C2•I 1 9 Cmlom 11391 -12.MB 3 52-IIT X-X-X 11111- 13.09) HWrO+@H 2 ML2+0•C2+1 2 hG2+B-LNt J 1-C2+9rL2.1 d YC2a0-C2+1 d 1+fJ.+O•C2.1 4 NDI Allowed X•X-X 1339E-IT,01B 1-GNI-C2•M x t+CRH+C2+1 2 1+C2N-ON1 ] 1•CN1+W+ 1 YCi•P.Ox-1 4 HC2+1+C2H 4 '� Clmlam 13.]91-+3.301 I+Q+1+LR•I 2 1+CN1-C2.1 R 1-L2.1•C2'I ] 1+C2H-G2+11 I+LNI+Q+1 d I+QNaCRat l X-X-X 13391-Ii380 1aC2,0,GT+i 2 1+C2-0-OY1 2 I+C2-O+C2a+ 3 I+C2+9+GN1 4 YLNarQ,l a I•L2+0•L2H 4 BB' X.1X_X 19.3B1-19.B11 HC2+3•CYI R 1•GRaJ+C2+1 2 I+G2•J•C2.1 3 1+CY3+C2-I 1 I`L2q•C2+I 1 1.CR•3•C2.1 1 Cud9m 11.391-13.301 f+C2@•CT•I 2 I+G2+2+CN1 z I+C2+2+QH 3 1+C2+NCR•I n t+C2+2•Cx•1 1 1+Q+2+CNt d X-X-% 1]39B-19.110 YC2•PL2+1 3 1•C2H-c2•+ 2 I+C2H+C2•f ] YQH•CR•1 4 1aC2•IrCz+11 I•C2,NC2.11 )5' X-X-X 19.111- 11.S11 I1C2-3+G241 2 1`C2.3+C2H 2 HCRa3•QN ] 1+Q+3`G2H n P+CN3+ONI 1 1•L2•J•C2.1 4 CLsiam IS380-19.391 1•R+J+CNI 2 I+C2+3,C2H 2 I+L2+3•Q+I J I+C3r3•CNI I t•G2+J+Q+11 YW3•W1 d X-X_X 19J98-21,3W NC2.2•C2+1 2 I+C2•2•C2.1 2 I•L2.2+C2H J PC2•R•CN1 1 I+C2•NQ-1 I I.WYC3N 1 pB- Ovs19m 21.381-]0.350 NC2•J-Q+1 _2 2 1+GN3`CNI 2 1-C2+J•02.1 3 1+@•3,C2+I 4 -I 4 1•W3•WH 1 Anch9rGmupO 1Zg X-X-Y. • -30.380 pneM1vr croupB 4 1•C2rp.G2+l 1 1`Lz•0•QH 1 1+L2-O•Q`I 2 I-O2-0•QN z 1•Q+u•Q•1 3 YC2.O+C2-1 4 1•CND+G2H 1 1•Qr0•CN1 1 ]21 N' X-X-X I1.]91-11.391 1.CYpaC2H 2 I•Q•p.C2H 2 I*CN0-C2+1 3 I-C2•B-G2+1 .G1.B.CI-1 z I-CYO-C2.1 z+-Q•YQN 3 1-C2-0-Q++ 1 1•C2•0-LN1 4 YQ+O•L2N / 39' X-X-X 12.308-1R.308 I+C2.O•G2.1 z Ycz+O•L2H 2 1•GNO+Q•1 3 IWY+O+CNI a I•C2ap+C2+1 4 YC2.0-CFH 1 2 LL2.O+Cztl J 1+C2+0•C2+11 1•C2a0+C2.1 4 pC2+0+QH 1 X-X-X 11.391-1J.391 1•Q•0`C2+I z I•C2+0`W1 2 1+W+D,WN 3 +,C2-D C2.1 4 1-C2-O+OY11 1•CR,0+C2.11 I,C2apaCYl 2 I+CND+C2N 2 1•CR+O+C2a1 R I+C2.0-Cz+l 3 1-G2•O+CN1 1 LG2.0-C2-I 1 1+GR+9+C2H 4 45-IAF Y Y Y I]39B-14SR3 TCNO-C2N 2 I•L2.O.C2+1 2 1-ONO-C2N 3 Ia 2-D+C2•I 4 1-.210 CNI 1-C2+0•.2.1 1 1+C2+O+C2-1 i•C2.1+CY1 3 1+C2HrLN+ A I+CNhC2+I 4 1+Q•1•C2H 4 21•C2H.C2.1 T YC2H+GR+1 31+CY1+Q+I 9 1+C2NaCN11 4+CNYG2H 1 NC2+1-C2+I 11+C2N,L2H 2 1 d)J14' X-X-X 11.301-12 V7 taW+NQ+t 2 YLz•O,QN 3 HCz+0+Q.1 n rvc2+0•C2-1 1 I+C2+ •C2N 4 I+C2+0+C2+1 2 HC2.O+C2+1 2 t+L2.0-C2-I 3 1+CN0-G2+1 4 1,CVri1 1 PCR-0+C2•1 X X-X 12.290-I5.558 NQap.C2+I 2 YCx.O+GR+1 11,CNI-C2•11 1-C2-1•C2-1 4 1-Q,1-C2+1 2 1`L2+I+cf•I 2 YC2H•C2.1 3 »L2-1-C2.11 1•C).•I+G2N d pC2N+CNl 1 C.A. 11.]91 -f2.M0 1•CN1+C2.I 2 Ht2•t-L2-1 2 YCRH•C2.1 3 1•CZHrCZN 3 I,C2+1+C2N / 1+G2N-t2•I 1 I,c2N+GN11 HC2H,CR+1 2 1+G2+YC2.1 2 I+C2+YQH J 1+CYYW+1 I I+Q+YC2H / 1`C2H •GN1 1 5z-IA X-Y.-X 1201T-13.381 1-GN1•QN R MGNYCTaf 2 I•QHr(x,l ] I•C"C2,1 4 1•C2+D-CNI d 1-C2-0+tRr+ 4 t+G2-9+C2+1 2 1+CNO.G2N 2 I+CYO+C2+I 3 1+G2+O+CR+1 4 I+G2.O+c2H 1 1-R+0•C2.1 1 X-X-X 13398-t1.010 HQ•0•Q•1 T 1+C2.O•C2N 2 VQ+9+C2+1 d i+LN1•C1•I 2 1+L2-1+C2.1 2 I+C2•I+CYI J VC2H+LYf 1 YC2N,Lz+11 1+C2.1+C2N 9 Cuvlam IL391-13.39T YCN1•C2.1 2 IaC2.1+C2.1 2 1+QH+W+1 ] 1.01.1•QH A I-OQ+I+GNI 1 1+C2-I•GRH 2 YG2H•t2+1 3 HL2.1rC2•I ] HL2.1 WK•1 1 NQ+YQ•t 1 YR•YCNt 1 1.02•NC . 21•CYt•C2.1 2 YQat•C2a1 ] LC2N.Q•1 I YCRa I•CNt 1 I+C2H•C2.11 +.CNI+GNI 1 60• Y.-'X-Y. 1J39B-16.no 1 I•CND•W+1 n T4 C]H 4 I+C2`O+R•I R YCl?, +C2.1 2. .0•CNI 3 1-C2-D-Cz l 4 1+02+0+CN1 I I•C2a9•C2.1 X-X-Y. +5.]81-1B.B11 MQ+a+QN 2 MQ•0•QN R NQ-0•CNI ] 1•WO.QH 2 I+Q.3•QH 2 1+LR•3aQN 3 NC2•J+CNI 1 1•CN3•C2N 1 1•Q•]•cNf 1 3 Cuelam 11391-1339i C2+3+G2N R P 1 C2+3,C2•1 3 I+CNJ-L2•I 1 1•G2•J•Cz•1 1 1•C2+NC2N 1+ CY3+C2• 2 M q 1•L2.3,C2.1 2 hC2-z•G2H 2 1•L2.2•C2+I 3 1-Q•2+LR+I 4 I•Q+NW.1 1 t+Q+2+C2H 1 )5' X-X•X 13398-19.110 I+GN2+QN 2 faG2+x+Q+1 2 1•Q+bQN 31•CN2+C2•I 4 HCNNC2H 1 1+WYC3+11 1-CNYLR•I 1•c2•PQ•1 2 1•QN+C2•f 3 NL2-YCR•1 1 1•C2-3+U.1 4 YQ-+•CY1 4 X.y,_X 19.111 -2d.&1 1•LRNH:2.1 2 I•CRH+QH 2 1•GNYC2N 3 +,CNYC2•I 4 NC2.1-C2.1 4 1,LJ.p WN 1 1•QHaCYI 0 2 I•CT•3.G2•I 3 1+CN3-CYI 1 1•C2•]+C2N 11`C2+3.C2.1 1 Cpelpm 18.380-1BJ0> 1-Q+J+C2N 2 I•Q+YQN R t•Q•]+CNI ] I•C2+3.Q•I 11•CN3-C2-1 4 PC3+3-C3.1 4 1+C2-3-C2-1 2 1-Cz+3-t2.1 2 1-C2.3•CNI 3 YC2+3+Q•I 1 NCNYQH d 1•Q+3•C2,1 4 98' X-X-X 19398-21.360 NCN3-ONt R I+C2,NC2N 2 NCR•3+C2.1 3 PC2-3+C2.1 1 I•G2.3-C2.1 1 I•W+3,W11 I+CPJ-LR•I 3 1•CN3+C2H 2 1+Q-2.ONI J PC2,2+LPI 1 LC2.2-Q+11 1•Q,2+CN11 Cuslom 2d.301- 3360 YC2.2-CR-1 2 1+CR+YC2-1 2 1,Q`2-C2a1 3 I,c2+2+CE-11 L02-2+C2+1 4 1-W-2+WH 4 I+CY2,OR+1 21+C2+2-C2N 2+•C2-J•QN,2 I+W+J•cN1 J NG2+3+LR+CEE 120' ;-%-X -30.360 1•C2.3•G2-I 2 1•C9.3+C2+1 2 1+Q-3,G2+1 J I+C2-3+G2+1 4 I-C2+3-C2H 4 1-W+]-C3.1 q I+C2a3•GYI TABLE I4 FOR OE51 NPRE85URE (SEE SHEETS SI),SABH SIZE I9 AS PER THE t) FRAME DIMENSIONS ARE BUCKWIDTII AND SUCH HEIGHT "MIN. SASH SITE" OW WIDTH-EB2B 1)PRI Max. Anchor O.C. 2 FIGURES ON SHEETS eB. UP TO THE NE%T AVAILABLE MOM OR HEIGHT DIMENSION SHOWN ON WE TABLE. Spacing for •'Integral- Group [�3.97r 2) FOR SIZES NOT SHOWN. ROUND 3) SEE SHEET 0 FOR AGNDE TO USINOTHESE TABLES. RANGE Fln"Installetlon 4)-1/4-In.1N' AND •ID-11o113' INOICATETHATTHOSE STANDARD SASH CONFIGURAHONS FALLWITHIN THE SASHWnONI CQYFIGUPAl10N5 FALL WRHINTXE nPNGE. INTHE ADJACENT COLUMN.-CUSTQN' INOICATE9 THAT NO BTANOpRO 9ABH PRODUCT REVISED as plying IlM1 Pe Flori,l, 9alldln9 CeJ NOz Ne. HT-0439.06 ADDED NOTE TO ANCHIOR CITY. TABLES. r y 3 � N 2 O 0 [ IS, JN Z LL I) RR U� UU < Z W F J LI F J z +I, O U O a = N IIi U f O Q O f• oH1 vza0 + LYArA, 1} :' N.. 58705 '. P 7 n 0�4. STATE F IFS'+: xORIOP..% \2�C TA0LE2B: MINIMVMPNGnon wnnuncaanv.••..nun.-�••-.•--�•^---"--"-'-- Ginn Ty . ' Anchor 0uanfilios for XOX Windows 10-12 ea+h 6aah 21•Heghl 30' Li I 30'Htlpm I Ik1,IH 51 WIIII1 WIhlphl 2T He19N 30'NeIOH 36•HeIpM 10'HeION H'HeIBM m'W3pM1l Ram Lmel GnApmvllon Ra'� (e) Heed I SIII Head A Wn 4 H,ad b Slll i q Head 8 811 fa.d 8 5Ai Head & Sill � Heed & SIIIII Heed b SRlil Hhed & Bill Head & Sill Eq Head & 6111 t Heod 8 8i11 R41 Anchor One, A Anchor Orovp c 1.Qb.Qa1 x PC2.0•Wl 2 1+CNO•CNl 3 1+Qw•QH 4 PGZ-IPa.I 4 1•Wa0•CN1 4 Y.-Y-K 11.991-11.3% wq•wQal 2 I.CLaQ+1 3 YCzw.p•1 3 I+Q•0rq+1 4 t.q•O.C[a 4 »C2+0=q.l 4 Y-K-Ya 12.300. 1xaoe HQw•QN 2 PQTO+Q+1 2 HQaprWN 3 1+W+0+Q+1 / 1+M.RG20 4 I.GJ+U+C3+1 4 11.391.13.3W 13.US-14.68J +I 4 1•CNO•q•1 4 I+q•U+GP1 d TZ11.391.IZ297 F4744' I+Qb+Q.I 2 I+qw+Qi TEFw- J 1+Qw+Q+t 4 1+tl•O+p•I d 1+p•OrW+14 Y-Y.-Y 12298-ISMS2 Hq•O•gH 4 I+Wr0aq+l 4 aamm11�B1-1zD18 I+Ww=Q+1 21+Q•B,W+1 3 I•tlw•Q•1 3 1•Wd QH 11•q•0•p•I 4 1ap+p+tl+l 4 Y-K-Y 12.01T-UBIG133V 1•W+O.CN11 PQw+q+1 2IaM.tLQ.1 3 HQ.O+QN 9 YgapWN 9 Ptl•O+tlN l ya_y.y. 12.017300 -11.010 Not Albwxd PLNNQ+1 PW.HQH PQ•o.Q=1 2 PQ•2+Q+t 2Iw3.-1 2 nq•aQ 1 2 1•D2+NW+1 21•LNNQ•1 2 aWaQ+1 3 MC3+NQN 3I4M•2+WN a t•p+anrl d Hp+2•gN 4 Pq=TWN 4 1.n.Orp+1 1 1•q•2+q.11 41•Ca+Nq,l 4 4 PG•D+G.1 4 fi0' Mlam 11.391-0.BB1 YY-Y 030B-Ifi.30D K-K-K 16.JBI-Ie.bll Pn.x•gN 1•CNNQH 3 HC2+3+q+1 3 PN Q•WN 3 I+p=3•Q+1 2 1.Qr]+QN 3 +CNYQ.1 3 HCP3+prt 4 1•C3w+C1+1 4 I+C3.3+0.1 4 1rq.3•n.l 4 4 I.G4w+G.1 aelom 11.991-IJ.381 Y-K-Y 1JJ9B-1B.110 PQ.B•WN 2 PQ=p•Q,I 2 Ptlw+nil a PG3+O.WN 9 PGae+d+1 4 PG•0•Ga1 4 4 16' -K-Y 1p.111 -21.Gt 1•CN]•W.1 3 1•tl•3.Q+1 2 PQ•3rQN 3 1+C3+1aq•1 4 L.GTa4+C3+1 4 POt+4+01.1 1 aalom IT.0/1-18.391 LS, +Q•t 2 HQb.p.1 2 PCZ.34p+l J I.Ey.p+t 4 wW.l•tl+t 4 1.CA,. f 4 K-ii-K 1B.39G-24.3.1 Pa•NQat 2 2+C2@+Q+2 2 3 2.C3+3+CD,] 4 Np+3.C3+2 4 1+ E4 04G 2 4 BB' y-y-Y 24.361-31.011 NC'1+3+q.3 x 2+W.NQ+3 TU.9+tl+2 2 x.Q+3+W.2 3 2w3.4.p1 4 2.W.4.C]+I 4 2+G.4.U.Z 4 Y K-K 3B.BdI -32515 20."1-i9.dt 2+ 1=2a2 3 NQ.J.q•3 z 3•n•3•Q+2 a NCN3+q+2 4 Nd+3•G+ 4 NG.3•G•2 1 n• 1!P Y Y-Y NCN3+Qa2 2 2+C2+PC2-2 2 3+q+3+W+2 anchor 3 NG3+I+p•2 Group D 4 2+G•4+G. 4 2• 4 110' Cuelom •+-3B.BII Anchor Graup B 4 PQ•0•Q0 41+tl4D+CZ.14 1aq•bQ.1 21+W.WQ•1 21+ RP0.131•Q.O•Q+1 41•Qw•Qal 41+Ww+Q•I 4 3Yfq' Y-YY 11.391-11.381 1•Q+D+C2+1 2 OWPRCZ.12 I•CNO+QN 31+Q•D+Q+1 I-SZHPG2+1 21•LNO•Qr111•q•D+Q+1 ] 1+WO+Q+1 9 1+Q•Mtl•1 4 1=tl+OaW1 4 30' Y-y-Y 12.3p-12300 I+Q+D+W.I 2 I+W+O+Q+1 2 1•CN0aq+1 3 1+Q•D.W+11 I.Q+O.Q.f 11+q•RC2-I 4 2 I•Cb0+QH 2 I+Q,WQH J 1•Q4OrQ+t 4 1+Qwatl+l 1 Pq+Orpr1 d ' Y-y-Y 11.391 -18892 1•Q+O+Q•I 2 PC2+0•Q*1 2 PCPMQN 8 PL2•D+C2N 4 I+MR) CM#1 4 1+W+D•gr1 4 1+CZa0+WN I+q+MQw J 1wN0.tl+1 4 1,CND+Q.11 1•q+O+WN 9 45:DB• Y-Y-Y IJ.398-A.8B3 1•Qb+Q+i 2 I+QaD+Q•I 2 1+Q+0•Q+I 3 PQb•QN 9 PWrp+QN 4 1+pa0,GY11 1 PCNMQat 1+C2•B+QN 2 1+C2+O+Q+1 x LQ.O.Q•f 2 2 1•Q•0•C2+1 J aq•B+Q+1 4 Ppw.q+t 4 I+Gi+aq•1 1 K-Yry ILJB1.122W vpw•q+t 3 HQ•0+p•1 2 1.p•0•Q•I 3 PQ•B+G2+1 4 i+awn.t a t•n.O+C]+t d 2 PSZ•M.1 Z 1rCN0•pr1 3 Lp•wQ+l d l+WrprGNl 1 I+GNp+gat 4 li-LP ry-Y I22B0-16.660 I+Q•O+CN1 31•Q+0+Q• 1 3 PQ+0+C2+1 4 1+Q+O.p+l 4 Yp=0+p•1 1 2 IaQ10.Q, 1+n•0•CN1 2 f+W.MQ.i z 1.Q.acza a t.p.a.W,l 1 I.gawW.1 4 1.W.aW.f d QmiBm t1.391-lz016 PQ•o.czn 2 PWO+Q+1 21.czwa.l J 1+Ww.tl•1 / Pp.0.na + 1.n.ap.1 4 Ptl•D.Wa1 HQ•O+cNt x 1•p+0+RN a 1•Ww+GNf 4 t+n•O+GHI 4 1+q+OrQN d 62EA' 14-Y-K 1201T-1339) 1!Q•O+Q.1 2 1•C2.0•QN 21•c2+0•QN ] HQa0•tlN a PW+O+WN 4 1•p.0•bN 9 I.tl.0•Qa1 2 IaQw.p+l 3 t+CND. Q+T 3 HC2+bQN 4 1•q•Mq•f 1 Lq+0+pN d X-Y-Y 13.313-1T.010 1•Q•0=QN 2 PQ+0•Q•1 2 PQ+bWN 3 Ptl.0•pN 4 I•tl+e+p•1 4 Pp+O+W1 11+Qb+Q.I 3 2 PCNPQN ] PQr2+Q+I A Ntl•NgH 4 1•q+Nq+1 4 Ptl.x+CNI 2 uQ•3.tlN 2 PC2+P=tlN ] PQ.3=C3.1 4 Ptl+Nn+l d PCA2+q•1 4 1+LI,NW.t 2 I+CN2•W+1 1 g C0el4m 14391-13.39T 1.W+NQaI 2 1+Q+Ntl+i 21+CNNtl+1 J 1=q•NQ+1 41+Cdr2ap+l 4 t.p.2•W«11 1+WN+QN 2 I+L2+f.q+1 2 1+C2rPQH J HWH+L2+1 d LWapW.1 4 HWH.tlH m BP Y-Y-Y 1].888-15.360 11•G.D•N+l 4 I.Q•4+QN 2IaL2+0+W.1 2 NGNO•Qw 3 Nq+0+Wr1 4 1+tl+D•pN 4 HG•D+GN 1 K-Ya-Y. 16.361-IB.011 Ptl•WC2N 2 1+Qw•QN 21+Q+O•QN 3 PWDatl+1 4 1+W+OaC3N 2 1=Q+1•Q+1 2 1+W+3+QH 3 HQ•AR+I 4 bWgapN 4 tapw•q+11 Orelom 11.391-1338} PQ+3•W1 3 I•q+O•QH 3 1w2•]•QN 9 1•Q+3+QN 4 1•W+Jap•1 / 1•tl•3•pal 4 IaCNNQN HL2QaQ+1 2 PGNNQ+I 3 Hp.Ntl•1 d PW+Nq•i d 1rG•NG+t 1 7T Y-Ya-Y 13.3BB-tB.tlu 1=C2+2aq+1 2 Ptlb+Q+1 x Ptl.3+qN 3-M.3+W.1 4 NW+3ap.1 4 1+GN.GaI d 4 I+Q+NQ+1 1+CNLPWrt 2 2 1+CNO+Qr1 2 HC3+OrtlM 3 PC].O.gN 1 Irdr0.Gai d + iG.bdN 4 Ya-YY 19.111-24.841 I.CL.D+Q.1 2 PQ.O+Q+1 21+W+0+tl+1 3 I+tl.0.n+1 A Pd+D+G+1 4 NU•OaGN 2 PQw+tl•1 2 1+C2w.QN 3 I.p+l+p+l 4 i+p+4+p+1 4 1.G•4+G+1 1 Clalom 1T.Gi-11.39T PQa3+Q•1 2 HQ+J+QN 3 1.Q•4•Q•1 J 1.p+4rp.1 4 PW,H•p•t 4 PG•NG•I 4 I.w3 C2H PQN•tl•1 3 Nn+3•Qrl 8 I•Qw+gN 4 1•nw.Q•1 4 1.GrNG•1 4 BC y-Y-y 18AB0-21.360 PQ.3+W1 3 HQ+PQ•1 2 1.CNI+Qr1 3 1•gN•C3N d 1•WH.p•1 4 1•d+NGH 1 HQ•xrQ.1 2 2 T.Q•2.q+1 3 HQ+x+Q•1 3 HpK+p•1 4 Hp.2.q+1 4 bdapG.l 1 Y-K- 2/.381 -91.DH 2+Q+3aQ•2 3 2•Q.]rW+x 2 3rC2w.W+3 3 2=q•3+C3r 4 x,pw.q+ 4 2+Ga3.GaZ 9 4 I+Q.NQ+1 NQ+3+q+2 2 21C2+3-CN2 2 NC2w+Q.x 3 2+pH•W.2 4 NW+n•tl+2 d NG+4•d.2 4 RO' Y-K-R 28.011-]2.515 •tlN+CN2 3 NQ.J•Qa 2 E+Qd.Q+2 3 i+p+4+q.2 / Ntl+4•nr 4 2roi+4.C4.2 2 2+Q+3.Qa2 3 2•C1.4•p+ 4 NG.4.G+ 4 2•p.4•p•2 4 21 -:2+Q• 3 NQ.Ntl•2 2 3+Wwap, 3 Npw.ga2 d Nd+3•d•x 4 NGw.G+ / NGN=G•3 9 NG+1•G+2 1 Y-Y Y 32618811 Qb+W2 2 NQ.3+Q+ 3 NW+Pq•2 4 IaG•4+G@ 4 Nq•1+W3 / NCNNW+ 2 3+tl.3,Q+2 2 NGN3•Q, 3 bq.Hp• 4 BEE TABLE 15 FOR DESIGN PRESSURE AP Cnstom -39.011 NQa3aQ•2 2 2+ga3+Q+2 2 NQ+4+Q+2 _ 1) FRAME DIMENSIONS ARE BUCK WON AND BUCK HEIGHT (SEE SHEETS 3-4). ••MIN.BASHSIZEe1WNDOW 12 DTH-EOT2 SASH SIZE IS AS PER THE FIGURES ON SHEETS". 2 2) FOR SIZES NOTSHOWN_ROOM UPT0THENEIRAVAMSLEWIDTH 0R HEIOw DIMENSroN SHGWN0NTHEiAOIE '11412-114' THERANGE. PRODUCT REVISED eCempl�ing IIh 1ne FIarlll- mlalaB eUU NOA-Ne. 77-O411.08 Eepbatlen Date OS12412020 II OTV. TABLES III Z (n O , IY O N Of d• Z�� UUd �� W HW-z r m Q J (II F o Z T o 7 Q I FS S Z Of o(- O O = N of (I a S a•QNY LYN,v�'., 1 4" No. 08705 � { A :9 ''SS��NAI ENG�. 0.LVNN MILLER. PE RE.BbB]OB - TABLE27: - MINIMUMANCNOR OUN4IUIt3 snvnn.•u�rv+�nv+�+o��rw�...........••. �. ........._... ___._._._.._ _.- " Anchor Or Quantities fO,XOX AndOWe LB... Typ 1416 6eeh 24- HepN 30.11e1BM 3p HelBhl 18' HaIpM M• IbI,M 6]' flelpht 24 Helghl 3p HeiBW 3p NelOh1 4B• Vk! 64• HGp61 ea' HeIpN S..L Cmlpurallon PeGnW IW) WadA SAI Heed6801 dE He.d6 SII Heed891A AI III HeedB SN Hc.d&Sill Heed86111 4ked86111 Heod8601 [ Hcatld 6N Heatle SlA Head 8601 RelOL LareI R4 AnGlor Grovp A Pnc6or Group C LQ40.CN1 2 1.Q•O•aat 2 I.Q.wa t ] 1•C2+0+¢+I 4 I.C2+waN 4 I+a•waH 4 JSi/f Y X-Y, 11.991-11.]BI HQ40+a+t z 1+@•0•aN i t+¢•waN 3 1•cz.ba,l 4 I•@.O.a+l 4 1•Cb0•q+1 4 Jp H-X-X 12%e-12.Jm I•UIDC1.1 2 I.Cx.6.C2.f 2 Ha.waN 3 t+p•wp•1 4 Hp+wQN / LG'ON" 4 45-Vp X-%-X 11.3B1-13.391 U@.b@N 2 1+¢.0+¢•1 2 1+CNwa•1 3 1.CNO+pN w 4 lap+pal 4 1-0•0•pN d X-'6-X 13.306-14.681 14C2+NC2+1 1...... CN1 z laa.wa+1 2 P¢.O.prl 3 1•CM+ C2N 3 1+C2+wcN1 J bp.0•CNI a I+c]•U+p+l 4 LQ4bpN / I•p+O+pH 4 HUawG+14 4 1, 0•W-1 4 X'X-X 11.J81 -12RW O44' X Y y 12200.16.6m 1.a1U+C2.1 1.CNwC2+1 2 14a.O.a+l 2 1+C2+0•aN 2 Hp•wp•f 2 1+p+0.G.1 3 1ap.0+pN ] tap+wc3.1 d I+G•O+C1.1 1 1•G+O+Gat 4 1.Gs0aG+1 4 4 MGNO•G+1 4 OlelOm 11.J9f-11.010 Y++-H-Y. lZINTw MIST HCNba•1 2 1.@•w¢at 2 I+p+wp.1 J Up.0+C3.1 9 LN+wGN 4 IaG+O•G•1 4 m-1, X-X-X 11]Po-1).010 YC2Q.G2+1 f•Cz.t•C2.1 2 HCi.N¢a1 x t.@.x.@,1 31+Lb2.p.1 z 1.@,z.Q.1 31+CD.2. •j 3 1.p.Np+1 d La+1+p•1 4 t.p.z•P.I 41.G+2,G.11 4 LG.z,G«I / g g 3 Welan I1d01-19JB) m ea• N.IANO d X-X-X IJ.]86-m.am T.¢•OaC2.1 21.a.0.¢N 2 HC3+bQ•1 3 I+U+wG.1 1 HG.bGN / LCS+wpal 4 H-H- 15Am-te.641 t-C2.2•C2+1 2 l+aa3+¢+1 2 MCb3.¢•1 3 I+p+J.Ca•1 d LG•3+Ga1 4 t+GrAGrI 4 Cualnn 15.361-18.3W 1.C2.2.CN1 2 1+Q@+¢N 2 i.C2.3.¢�1 3 HQa3+C3+1 4 1 +G•bq+t 4 1+G +3rG.l 4 H-X-X 13.J06-iB.110 )6' N¢+wC2.1 2 1.p.+l+W.l 2 Irp+wp+1 3 1•C4+0+GN d IaGabp«1 4 Dp+b-1 d $-X-X IB.111 -id.Gl 1.a.3.C2.1b@4wQ.1 3 I.Q.4+pq 1 i.G+4•Grf 1 +-+ -.1 4 Dnlen iT.ru1-18.30) ta¢9+p.1 2 L@rJ+a•1 11+@rYC2+1 a 1•G+MG+111•U+4KA+1 4 NU+YG•I 4 X-X-X 1B.]96 -21.]W 14C2+L@•1 2 b@•2+CN3 2 Np+2•C2• 3 4 '• Ca+1 d 2+GQ+G+2 4 I.Ga2+G+1 d BQ X-X-X H]01-31.611 2+G+J•Cz+ 2 Na•J•a•] i NCPP¢+ 3 NG•NG+2 4 PG+1•U,2 d 2•U«3.G. 4 X-X-X 10.611 -J2516 2+C2+2+aa2 2 P¢•ba•3 1 jT=-+JaM.2 3 2.0I+3aG+1 1 2+01a3•0$+1 4 2•C4+3+G+ top Y-H-Y. 31SI6-39.041 Na+]aa•2 2 Na+3+¢.2 2 NC2r3aC2a2 Achor ] NG+9+G+3 Group D 0 2+G+44G+2 d 2.G•wG+1 4 14p Cu.lan `+-38.841 Anchor Gr..P B 1+CN0•¢+1 2 N@.0•RH 2 P¢.ba•1 3 1.CNw¢+1 1 1.a+b¢+1 4 bG2.wL2N 4 3S-ll4' H-X- • 1LJ91-11.]91 H¢+waa 2 h@ap,¢N 2 taa.wa.l J HCNw@s1 4 Ha•0.@•1 4 1.a4w¢N 9 1.@+wa•1 2 ba+wQN 21+LNba•I J f+¢.OraN / 1+a+baN 4 1•p•dp•1 4 ap Y.-Y.-Y. 123W-12dm 1. 0A .1 2 f4@.6•CNl 2I+C C2+1 ] HCNO+Q.1 4 I+@•w¢H 4 VQ.O.p,11 2 7am ,,.l 1 HCZ71 0 1•I.5.O•C3+1 4 1+03+bC3r1 1 L6I+0+C4+1 4 Y-Y-Y 11.091-13.39) 1.a,ba.1 2 La+wCNt 2 I+aawaal ] t+p.wp+1 d J• .wp•1 4 1+G•O.GN 4 1+Q.0+a•1 HQ+O+¢+1 2 H¢a0ra+t 2 laaa0+0z.1 J I+Cw0apH 4 HCa•wCw11 I+p.wp+t 9 Iiilp Y+-H-Y. 12]m-H.6m N¢+0•a+f 2 1.¢+wCNI 2 1.a•O+Q+1 3 1+b.bprl 4 Hp.wCJa 4 UQ•O.WH 4 11•a•wa.l 3 1•GHwpN d Hp•O+p,1 4 I+G.O.GaI 4 $-X-Y• 11.391 -12191 1.¢.b@+1 3 1+a•O+CN1 21•C2+0+¢•1 31+p+o+CS.l 4 f+Q4wp411 DG.bGa 4 1+a10.G$+1 31.a+waN I+¢rO+aa 2 1rCNOraN J I•C3abGH 1 Hp+O+p+I 4 LpabCJ41 4 OSIP $-X-H 12288-76.650 1+a.0.QN 2 U@,Oast 3 1aC2«wa+l 3 iap+0.0+1 4 1+p+bd+1 4 1+p+0+Co+1 4 1+C2r0•C2+1 2 2 11C2.0+C2N 2 Hp.0+C3+1 3 1+Q.wCJ+I 4 Lq+O+GN 4 HGa0+Gs1 4 1L41am 11.JB1-11.019 1a¢.D+Qsi 2 Ha,w@.1 1 1+p+wpN 3 Pp+O+pN 4 NG+bGr1 4 1.U+0l 4 4 ha.0.C2+1 HCND.aN z 1+@.Or¢at z Yp•0.cal J I+Ww.Wa1 4 I+G+bGat 1 I•G«p+G41 / 62-1/e' X-H-Y. 120R-1]d01 1.a•O.a.1 i 1•a+0.@N 2 1.W+O.p+1 ] 1rp.wp•1 4 IrGrp.G+t 4 1aG•O+G+f J 1•p•Oap+11 I+G+wqN 9 I•gawUN 4 Y+-H X 1].308 -D.OI9 H¢+baN 2 La.04Qs1 2 Np•bp+1 ] Hp+0+Q.1 4 HG PCI-I 4 1+G•wGH 4 1+C2.O•C2N 2 1+@•baN 2 1•pawp+l 3 14a.2+aN 3 I•W@•pN 4 bp•2•pN 4 4G+i+G.1 4 Wdnn 11]Bl-U.]W 1rQ•2.@•1 2 1+a.NCN111•CN2.Q.1 3 4p•2•pN 4 Hp+Npsf 1 1•G•bGN 4 I4ar2.Cz•1 2 1•¢.2.¢N 2 HC2.PCN1 3 14Q.14p.1 4 1+C3+1+W.1 4 1+G.1.C4.1 4 i5 m Iip X-H-X 1].38d-IS.JW 1,¢+Na•1 2 Ha,2+GN1 21•a+2ra•1 ] 1•p.NpN / Hp•NWN d I+C/.2+U.1 4 I.C2.1.C4.1 21•@+P¢•1 2 HC2.0•a.l 2 Hp+wp,t ] 1+Ga0+C4+11 I.G•wG+4 1 Isp.bCSN 1 X-H-H 15.361-19.6d1 1+a.Or¢q 3 I+Q•O.GNt 2 Pp•wpN 3 HG.O.UN 11+G•l,,+1 4 Vp•bC5a1 4 1.C2+O.a+l I+G•J.G•1 / 1+G.J+UN 4 Nslcm 11.391-13.397 I+aN+Q•f 2 1+a.].a+f 2 1•CN3•aN ] 1+p.8.pN 4 MG+3.C4r1 4 HG•3+GN 4 T+a•3•a.1 2 Ha 2 C2+1 2 Ha+Na+1 1 PC2+3+¢N 2 I•C2+2+a+1 J 1.p+2+p+1 4 IrG•NG•1 4 IaCMNGH 4 )f Y.Y.H U.300.18.110 1+aalaa+l 2 I.a.3+a+f 2 ha+3r¢rl 3 1•C3+31030 4 I+G+3+U.1 d 1+G+3+U+1 4 1+@aNCi+t 2 hp+0•Q+1 2 1+G+wC3N 3 LG+bGN 4 4Q•O.pN 4 DCB«wpN 4 H-H-Y• 10.111-24.641 i+C2.0+a•1 2 Np+O+pal 2 1+p.bp+l 3 HG.bG+1 4 1+CS+O+pro 4 1+ C5.1 d 1.C2+wC2+1 2 Haa]4CN1 a l+pa4.Cv1 4 HG+MGN 4 HUaJ,Ga 4 Nelam 12G1 -1B.]W i+a+3•arl 2 La.3•a•1 21.CN/.pN 3 Lp.d.prl d i+G.4+U.1 4 I+G.¢G.f 4 1.¢.3aQa 21+R.Ya•1 pf Y_X•Y 1B88B -v4.]W TM CM 2 P@+NCEH i 1•a+d+aN 3 I+G.4.G•1 4 1+G•4•GrZ 4 1+G.9•G•1 4 Ha.N�+t t f•a H¢N J HCL2 UM 4 4G.NG•t 1 PG+2•Grt 9 H-H-Y. N.%1-JLUI 3+a+2+a@ : 24@.3+Cz• 2 2•a.]•a•2 J 2.Ur].G+ 4 2.G+3•G• 4 IrGrNGa 9 Iaa.N 2 1+¢.NQ 2 J NG,1•G•R 4 2.U.4+d•2 4 2•CI+wG•3 4 H-X-H 38.611-]Z.616 N¢N.a+t 2 2+a+9.C2.2 2 ha•N¢.2 3 2•G•PG• 4 1.C1.1•G• 4 2.U.4.G. 4 E.a•3•CN 2 1•a•Aa•2 Np.Na.3 2 2•R•Na. 2 Na.].CN2 l 3.G•3•U+ 4 NUq.U@ l 2•CH2+U@ 4 110' H•X-H 33.fi16-39.611 .¢.J+@•2 2 NaaJ+@•2 2 N@r3a@+2 3 2+Gr4•G.2 1 NG.4.G• 4 NG•YGa2 4 N@@+CN 2 2 Na,J.CP3 3 NC9.4.G+2 1 NUapU•2 1 2.G.AU•2 1 1/0' ptlom -38.011 ).+a+3+@+2 2 N@.aa¢ri 3 Na+4•¢a2 3 NG•4.G. 4 bU.4+G• 4 E•U•3+Ga2 4 2+GNNC2.2 2 3•a•]+aa1 SEE TABLE I6 FOR DESIGN PRESSURE Q FRAME DIMENSIONS ARE DUCK WIDTH AND BUCK" -Woo I Wet an¢r o oht+ WINDOWWIDTH-W.72 SASH SRE IS AS FOR THE FIGURES ON SHEETS 66. ^MIN. SASH SD1l 2 2)MR SIZES HOT SHOWN. ROUND Up TO THE NEKT AVAILABLE WDTH OR HEIGHT DIMENSION BHOWN ON THE TABLE 3) SEE SHEET S FOR A GLADE TO USING THESE TABLES. 4)-114-4F2-114-AND -1/3-lU-tp• INDICATE THAT THOSE STANOAAD SASH CONFlGURARONS FALL WITHMTHE SASHVIDI IN THE ADJACENT COLUMN. •CUSTBM' INCICATES THAT NO STANDARD SASH CONFIGNNTON3 FALL WGHIN THE RNU PRODUCT REVISED Bulliplying..Ilh IM1c Flori+l r on, COG NOA-x0. 41-0411.09 'I+I)T•. TABLES > o o toll Lfi N rji 6 � (1 i Oy+ w I 10 ®ZI , U CS - FIZUW ua W C,Zm 0 F LL' t• } W 1r � J r 1- o c � a a Z1 a + 0. a N qr O ` tl Z Q = Fl I *: No. 58)OS /� f =-0 i 1/l ] I ,Ap 3 TE11 I- ; Q_ 01, I A-W MIFIFP. PF. Bill of Material # Part# Demntpdan M.WdBl 1 B2012l Fmme Heed, Sill and Jambs - J'Chatual PVC 2 620122 Fame Heed, Set and Jambs -Flange PVC 3 620123 Fame Head, 591 and J-DAbO Fb PVC 4 SM124 Fmms Head, Sill and Jambs-EOud Leg C 13 CM172 AnU-LM Imed/Tins Corer C 14 620131 Flxed Meeting Rell C 15 ' 0201M Track Indent TO Al 1B I 62010 Sash Rail (Sldas, TOP 4 Bo—f.m) C 17 62016E MOBaall TB Al ie 020166 POD Ralf Mudosk T5AI 20 SmIm PM Rell InICIINk Corer C 21 620160 Light Sash Relnbmemanl TB At u 1 6201S1 Slendad Sash Relnbmement TB N 23 , 6MI62 HDSaeh RalRbmemenl TGAI 16�� 24 1 620153 SMadad Meeting Ran Relnbmement T6 AI2S I e20164 Vp engRail RibrtementIS AIB20166 H.C. HML RoOeT Mealkg Rail S.11f me.nl T5 AI2] 71OXI14PPA mo x 1-114• PH. PH SDS (Mmoal Sc1w) SS2S 616M WeaUlamldp, . ler x.27W Fin P09 29 1 01719 WeethsmM,.18T x.OW Poly Pia 30#Bx1• Ph. PH Sills Odeddak Moantim Scow) SS31 7SM12PPA Rex 3.12 PIL PH SMS(FMed MecUrg Rao Samw) 5532 716emp Meeting Rol SO. Sl6ryolt PIS T5 AI33 1 720210 Weep Halo Cowl Cm 720187bsla11e6an SOmw Hale Plug C 37 MIN Auto Leak CSleel 36 MISS Sweep Lack Csst Tma 39 720IRS A,AO lackC FASSambly Cast Zne 40 is x 1-1/e• Ph. FH BUS (Auto and Sweep Lack Sclew) 65 41 7202M AVlo and; Sweep Lmk Keeper Cast Zino 42 78X14PPA 18 x 3/4' PH. PH SDS (Keeper Sclew) 55 43 7812FPTX #Bx 112' FPH Tak(Relnbrtnscis Knevp SS 44 Le�sli'a Tlg CameF Kay Nylon 4fi Lead0111e BollOm Comer Key Nylon 4B Lmkellle Top Corner Key Nylon Q7 L.mkatlle sonam Comer Kay Nylon 48 M204 Wheel Nylon 72 620135 Lem). I.G. Bead PVC 74 Seckbedtling, GE 770D m DOw 791 Slllcona 76 71B81/5 9elling Bbck(7/fi"x2'x 116"), B6 H-SMm. EPDM SO 1 61011 Rdiiformed SOwen AMm P5 01012 ExlrWed Screen Forma At.. 82 1 ElllWed bwean Spmedar Ber Al.. 63 ' 4704M Screen Comer Key Wth Pug Ring PVC 94 1 4T041W/CKGLB SOwen Comer Key NO PUS KIRS PVC 85 7CASPM T..,an Splhg SS 6B ailLIG a Sarean CIoM Flbemless 67 1 161636/61614 .14U• SOmen Spline RANIAne/Hand Rolled) I VID) NOTES: 1) ITEMS a fi 12,16.36, 30, 4&719 73 ARE NOT USED AND ARE NOT PARTOF THIS APPROVAL 2) PVO BY ENERGI VPNDOW ANO DOOR PROFILES. LTD, TO BE LABELED FOR AAMA EXTRUDER CODE. .62T 3.6m' 062. 350P 3 OO 062' 7.445' 0 1445 LL j j L O '0 J-CHANNEL .625' FLANGE FRAME FIN FTLNBE 1.3i5 O FRAMEHEAC.6ILL OHEA0.3RL8 1.3i5' OHEAg5I3LL6 a JAM3S JAMa3 1 JAMB yl 1.50P 1.43T 3.1W L � .066' ��II r IIII�II�1.96' Jet R— .T2Y' � o 1.020' OfiE' !�� III I � 590• Oir�(�j�j�V`-' .OBs 1231• i"- T ^I11 �1LO ri10�II"'- �vv. '116�� LLLJJJ FAIL IMCOVER 14 MEETING BAIL NPT SE1P SA9H FAIL 1'j0 IINIEPLOCH -LIMINSERT FIXED TRACK S&T -�- .fi6o' .02V - ILrl�ll .W5' -� ^� �"T�1.165�L .060' DGHTSASH STANDARD OLAMtIG ea ROLLED 81 SCREEN�UIDFF 21 REINFORCEMENT 22 SASH OEADING SCPEENFMME SCREEN FRPME REINFORCEMENT T-I� i070'-�1pIII�-' I fr�l.iOr+II11H��- {,1..1182�' (I� '"'I I'-- .280 I 11—T�.6T0'.ier ��—I�j'L tOn''wI .0]0• t61r1 =e 13 1 U ��— ///- U—IUY`A94' 03C 164. OT9' A 2 .4r. EOUALLEGFRAME OHEAG, SILL 6 JAMes a.DB' art^ aea' DFTRAR 20 INTERLOCKCOVER SOW -Ty.131F L L . T .150' I~ 1.331' i"e- � 1340' � --{ 1.340' i"`- 1 STANDARD NO NESTING HDHRMEETWD PRODUCT REVISED lOHO6/SH Ed MEEPNOMIL 35 RAIL 26 RAIL 9 MONORAIL 'T'u, it. REINFORCEMEM REINFORCEMENT REINFORCEMENT REINFORCEMENT O RUBdO Cotle 17 0411.08 N.H No. PaHfM BT- Q+le: ReHvix ExPlralloa Oita 9/24/202r1 d Op1Y LVNN ��'�JR 03/27/i7 ROIwPaEaTxdsxfier. D7 I JC�ENS'M/� Mlvm ra uet control f ' ;�� i Rrvbad BY Dols: PMvlw: N0. 56105 � 1 * - py weuPDom Dmm By: 3 31J ir= WINDOW EXTRUSIONS & BOM J ROSOWSI<I SATE � lU�� 107OTECHNOLOGY DRIVE H paid ? �`S,'.aDRlor`:'G�'`'; tyil�yaNeo-ifia�O�z76 HORIZONTAL ROLLER- LM 05/15/16 I ]ONAL �N````� mawaORra'AVIVTINm6m'e&mC s.Ha.Med b srols v..: c—k' Nn R.• n.igkw 21n,P.E HR-5510 NTS 17 OF 18 MD-HR5510-01 F� p FJt 001p6 CERT.OF AOR1, P202B0 MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS SASH ASSEMBLY DETAILS EXTERIO SASH RAIL Egress Lack BIO of Material A Pan# mmdpuon Metnaol 100 7M=24 Multi-Pdntl k alor Cast unc 101 73340 Op9atc, a nting)Pka Steel 102 72015 MOUPdat Look K.qea AIN.dnum 10J 720214 MUM nt Lock Wd0 1 N Ion 104 22D217.221 Tie Bar Length Vaisal 5talnle99 WF 105 7102012WX 010 X 10 HH MS if Bteml.A Bteei 108 78XiFPAX AS 1"PK PH SMB 6t. R'ee SteF: 107 78X77PTX #B X DIP' Ph. PH SIDE Bleinlesa Eleel 30 FRAME JAMB 11 \ 27 ��.: EGRESS LOCK DETAILS ' �••- ao IIA7TroscHLE 39 a3 OR IN 42 87 ` �, �- .` OPT.AUTOLCCK WW � PRODUCT REVISED 45 "� 8 ATTACNEO TO Cding loI.9aallh 1M1e Flotln.- eeuaN. �eae �'. FRAME JAMBJA.TTAC NOA-No. iT-0411.00 40E+PUanon Dote 09/2412020 421614B2O41 7OPT.SWEEPLOCKHEDTO 42 1 AME JPMBO 1070 TECHNOLOGY DRIVE Be OR 61 16 N. VENICE. M 34275 MITEREDFRAMEWRH (941)-400-I600 TERIORANDEXTERIOR FRAMEE DS CERT, OF AM. #292R6 Illllq — W LYNIy • RM.M SCREEN �`` 0n. —' If& 11 JR 01/27/17 N0m`SS-TlroaHeFr- ASSEMBLY / C1; UCENS,'.(( — DETAILS �� `•P = * f 140.58705 5 I<I B3 OR 04 =p', 2�31 l :' <e, EXPLODED WINDOW VIEW J ROSOWS E(TEe1GR FRAME =0 ATE F �� G nua: t3 ASSEMBLY I �%� '`O.R1D"-NO�?c HORIZONTAL ROLLER -LM o5/15/1 F. NOTES: DETAILS ® `,,..J s/ONAL E \O`I. 1)GLA65 AND SOME PART6IOPDOII6 NOT 6HOWNONaMVdNG FOR QARRY. rr11 \\ S.en/Moep Smle: SM.h arnrn9N^. Fnv 2)JL ANNEL FRAME SHOWN, PARTA 1. OTHER FRAMETYPES APPLY. A. LYNN0 S7E5 P£' HR-5510 NTS 18 OF 18 MD-HR5510-01 B a) FOR REINFORCEMENTTYPES. SEE DETAILS ON SHEETS 6e. P.E.8fi9)OS - MIAM -DADE MSAMI-DADS COUNTY ® PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 209 DEPARTIMIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE AD1vIrNISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 N X4CZF nz. A CCEPTANCE (NOA) immmismidade.eov/economv 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 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, DESCRIPTION: Series "5570/2770" Vinyl Sliding Glass Door (Reinforced)-L.M.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 015-1210.01 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 MIAWDADE COUNT� t r7 P' P Expiration Date: April 14 2021 / Approval Date: September 28, 2017 - — - - - - -- - - - - -- - Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNETTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under N0A No. II-0I07.04) 2. Drawing No. MID-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 Idalmis 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 Enty 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. Product Control Unit Supervisor NOA No.17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBlY=ED 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 02/11/16) 6. 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 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 sealed by Jorge A. Causo, 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 thru A-5), dated 12/06/10, signed and sealed by Jorge A. Causo, 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) orge K Plaseucia, P.E. Prod et Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (coot.) 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 09/30119. 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 09/15116, 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 09/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09, per ASTME-84, ASTMD 1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under 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 M. Plasencia, P.E. P oduct Control Unit Supervisor NOA No. 17-0420.06 Expiration bate: April 14, 2021 Approval Date: September 28, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-51h Edition (2014) and FBC-61h Edition (2017), issued by manufacturer, dated 08/14/17, signed & sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, 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. Pz duct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90n1135° CORNERS GENERAL NOTES: 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET IS. 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 El 300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. AST. 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 (NONS): ELCO ULTRACON, CRETEFLEX &AGGREGATOR ANCHOR NONS, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NONPWHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES (TEST REPORTS): FTL-6337, 6338, 8640.0649, 0652 & 8717; EXOVA-10-002-792(A) 8 10-000-10231; CAMBRIDGE 5357534)9; 7)THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE "ION 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 570/2770 SERIES. ANCHOR NOTES: 1) FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS I ARE 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 ZX ARE 1-112'THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DES IGNEA 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) M&AL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND 'I'O BE REVIEW EU BYTHE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, 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 TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE, IF Good PnvM1er 6ubLeb Fnmv Memb<r 0'In. Edo' olatano. Mto. Embedment A nu, sled sus (Gf)0r 4W B.S. INS IMrt 11 Nreatlam) P.T. SeN,em Pine IGG•0.0"v HoadISHINatnti Pie I - wit. Aw01 9 -919 mml6aerT6 .17F min. INA—L eeNsli 0m 90" VB' Pbook YB' le, Ebel, A30' .060' min. wMnee HeaN6lN.hmb LB' 0.00G L]' 0,000 Steel Stud. A65]Go.9]• O.Nr Mn. wcxn0. HeedISllilbmb LB' O.Wf° 14 Ge. P 0 010" o.011^ R. oe. Ve•oe. ue,w0n P.T....hnn Plne9 SG•0.55 JOmb e ' t.VV P-boon 1' 1-3I8' 1/1"Elea 1109.9. Orville..P.T, Sor4bem Pine BO.0.to Wed/SoNomb P 1-]IB• P-0o0 L^ 1.3 0• S Olx. Steel weed aaM1v (G5) P.T.eONM1.m Plno Haed/SIINJemb 911V I -LB' Ile Ek. W. C. 2.55k Mndunne ke PISUV r i-019' NSWJerob mb I�Mi6' 1J/6' U(AIRS CMµ ASIM CAO Jamb 1• 1-1/ ' P 1-I14' ° t14•Dualps.5. cnleFlu Ihonul.e PJA . (ASTMC90 door, 1. 1.IM P X 31 - �L -TIT conn•b mm.. N..elsnp.Amb 1St6' a94• �So t Y11— Ile Ele, I"S.5. ,,.Geor 1. cemnle (Pill. xxxxa Noo sn4Jomb 1-I8 d/0^ P Mo -ur 1.9/] Mpmni CMo, ASWC90 Jmb Y 1-I/4- FWO T 111V P.T. BONM1om Pine 19G^0.69) HoealsovJ r 1ur FbooN P aV IN' Der U... cu,uel. (ndril.! a N.earsnvJamb x-Ilr Idle• bt/x' 1 0' LFpmuletl is ASTM Jmb Jvnb 1-IH Pi,00e --fur G d. COnenb mIn.1J5b HeodlSlll/Jamb ZID' S1/x' 1314 4914' PVIOek 2- 1.i10' Ile 5o04106S. Cn1eMe U,prtWvd CM0. Aslxl080 Jvnb 2-in. IA/4' PHmek -Vx' 1- e 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 BUILDING ODDS TBC). BTH EDITION •2014 FLORIDA BUILDING CODE (FBC) SIN EDITION INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE H SLIDING CLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON TTHE GLASS/REINFORCEMENT. 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 3) CHOOSE WHICH ANCHOR GROUP (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A. THIS SHEET, ALONG 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 T14E GUIDELINES OF THIS SHEET -SET. B) ADDITIONALLY, SEE THE EXAMPLE ON SHEET B. •ASTIS E1300-09 •ANSI/AP&PA NOS MIS FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL. AOM-20 i6 •AISI SKIM •AISC3W-ID Me1Me1 Min. FT Min. Fv Steel 3erow 92 it 120ke1 41DSoRW SDkol 1lokel EIeo ABgee{Balol® ST ksl Bow EIco UlmCene) 155 k]I 177 kel 41083 EIco O.I.Flex® 127.4 net 10B7k61 e08H5 AIGMnum 18 kit 22 kH A3B Steel 30 k]I 68 kid Or. J0 SRo SNd 3J loll 45 GLASS DOOR NOA (LM) GENERAL NOTES UPDATED TO FBC 2017. VINYL MFG. SGD-5570 gNT9 III I OF 21 � S J ROSOWSKI Iig 04/06117 4&e MD-5570.0 �O A IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCI DESIGN PRESSURE RATING SEE TABLES 1. 2 & IN. B2 ON SHEETS 7 & 8 _ IERAL NOTES ............. 1 MPLE CONFIGS.......... 2 'ALL DETAILS..............3 G W CHOR TABLES........ 7-8 MP,LE.........................._0 ZING DETAILS ..... 10 NOR LOCATIONS ....... 11-1G EL TYPES ................... 17 RUSIONS..................... 10 ESSORIES.................. 49 EEN DETAILS ............. 20 TS LIST ........................ 21 PRODUCT REVISED Bolan, I)Ino w11M1 the Florid' 0 NOA-No. 97-0420.06 r, P Ile .: No.50705 i MAX. UNIT WIDTH MAX. UNIT WIDTH MOM. PANEL WIDTH MOM. PANEL WIDTH PER TABLES I&2 PER TABLES I MAX. UNIT / ° I MA%. UNIT HEIGHT / HEIGHF@@^ I & 2 PER TABLES 1 & 2 Ig PERTABLIES 1� IN L— J 1-PANEL 2-PANEL CONFIGURATIONS CONFIGURATIONS .. vn o+ wlnru r MAX. UNIT WIDTH PER TABLESS MAX. UNIT HEIGHT I PER TABLES I & 2 la 1_ J 6-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOWPANEL WIDTH Q PER TABLES F//- MAX. UNITF///T/// PER TAB1 ESI&2 1//� // /, MAX. UNIT WIDTH --I Fes— MAX. UNIT WIDTH MOM. PANEL WIDTH MOM. PANEL WIDTH PER TABLES 1&2 l PER TABLES a I MAX. UNI� l MAX. UNIT HEIGHT HEIGHT PER PER TABLES I&2 IE TABLES1&2- 3-PANEL CONFIGURATIONS h 4-PANEL CONFIGURATIONS MAX. UNIT WIDTH MAX, UNIT WIDTH MOM. PANEL WIDTH MOM. PANEL W. PER TABIESr 8 2 1 & 2 PER TABLES 1 & 2 � I MAX. UNIT x HEIGHT /� / MAX. UNIT / I� PER HEIGHT / I^ TABLES 1 & 2 PER TABLES I a .o..e, IN CORNER, TYP. 6-PANELCONFIGURATIONS umSIirecnm ASll ar1n 1°ewm.• 'PRODUCT REVISED MAX. UNIT WIDTH.17-wn rm.13 emia°me c.l MOM. PANEL WIDTH Noa-No. 1411412 UR PER TABLES 1 & 2 enalnnun onlo D4/14/2D2' � i� minm- ae ro dcom.�i I MAX. UNIT L I HEIGHT a PER TABLES 182 /F rl / / / J CONFIGURATIONS NOTES: W' = OPERABLE PANEL 1)ALLCONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB IN "O"= INOPERABLE PANEL "I/' = POCKET LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, VXXXX OR XXXXP. OXXX POCKET CONFIGURATION CAN BE OX%Xp. 2) 90' i& 135' CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS, 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 cc r.nlc rox°n rmlNOnewles.I OlLPI0Hi5 PE9E1NE0 ry� 4) FOR MOM. PANEL WIDTH, SEE TABLES 1 & 2. ® 107U TECHNOLOGY DR N. VENICE, FL 34275 5) MAX ALLOWABLE FRAME SQUARE FOOTAGE - 472.656 FT' —SHEET NUMBER (841)-480-1600 EEPI.OF 8(1-1600 DLO WIDTH - MOM. PANEL WIDTH-8-9116" MOM. PANEL WIDTH = PANEL WIDTH - 1-3116- DLO HEIGHT = DOOR HEIGHT-11-1116' PANEL HEIGHT = DOOR HEIGHT - 2-1/2" VINYL SLIDING GLASS. DOOR NOA ELM) 10/06/15 EXAMPLE CONFIGURATIONS Al JROSOWSKI NO CHANGES THIS SHEET. 04/05/17 NTS III 2OF 21 logl MD-5570.0 ()A/ALI£N�:�` A LYNN MILLED, RE. P.E.Mfi9x05 DETAIL Al THRD 1X WOOD INTO MA60NRY 1/4• MAX. TYP. ANCHOR TYPE, i EMBEDMENT AND 1j<� EDGE DISTANCE PER ' 1 SUBSTRATE, SEE TABLE A. SHEET I&-."..+� NOTE3,BELOW. EMBEDMENT —+h EDGE ,., 'Flll'lKlTXl'lP, DISTANCE.R2OOD 4\, SEE ANGHONOTE 3, SHEETI PLATE A EVER 'ANCHO LOCATIO DETAIL A2 2X WOOD BUCKSTRIP OR IwrO ZXwoaO FRAMING, E ANCHOR 1B I NOTOT3 E 3, SHEET 1 � TYP.. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER_ SUBSTRATE,SEE TABLE,,, SHEET & NOTE3,BELOW L EDGE — 1/4'MAX EMBEDMENT FRAME WIDTH REQUIRED IF DOOR HEIGHT IS OVER as• WIDTH DETAIL Cl MERLOCK DETAIL D1 INTO METAL 114" MAX. SEE NOTE 9, TMS SHEET ' — L------J`^ A Ne X3/4'SMS REINFORCEMENT SCREW;7 as PER STILE, LOCATED AT CENTERLINE AND 6'. HORIZONTAL SECTION (XXXSHOWN)` 9"&12'FROM ENDS(FACTORY INSTALLED). DETAIL C2 INIFN.00I< ^`^`\ DETAIL D2 INTO NAIL D ^��^^ DETAIL B2 ism— FACING INT.REOUIRE01r DOOR EMBEDMENT ^ at HEIOIR IS OVER 9a° DAYLIGHT 81 1/d°MAX. OPENING I-•— n WIDTH 1 �L .' EDGE DISTANCE wT_g p° 9EE NOTE 9.TMS SHEET T (� .. 9B aT 96 26 TYP. ANCHOR TYPE, 99 xa a� EMBEDMENTAND p —J q o o p EDGE DISTANCE I a1 PER SUBSTRATE, SEE TABLE A, SHEET d a o 1&NOTE 3, BELOW X R1 EEPER 0 MAX L- EESHEET19 Imo-- —PANEL WIDTH CONCRETE/CMU PER - ____J ASTRAGAL MAY BE ANCHOR REQUIREMENT INSTALLED IN EITHER HORIZONTAL SECTION (XOSHOWN) FIXED PANEL CLIP& INTERIOR OR ANCHORS, SEE EXTERIOR DIRECTION. NOTES OPTAILSHEET19 ALL PARTS IDENTIC L. 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT MES(EDE NOTEe THIS SHEET) 2) REFER TO ANCHOR NOTES, SHEET I. FORaLLOCISTafS.r 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR n ON4, FaEO I O ANCHOR QUANTITIES, SEE TABLES I & 2. STIES AND 1 zo 4) CONTINUOUS ANCHOR PLATE, ITEM N&, IS REQUIRED AT ALL HOFDOWAL MILS FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. 6)SEE TABLES I& 2 FOR REINFORCEMENT REQUIREMENTS. ALL ibft PmEmocK6 0 ze REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. sTm+ o HD 71 LPF RHFFT 711 FOR SCREEN DETAILS, SLIDING GLASS DOOR NOA (LM) 5 10/05I16 INSTALLATION, HORIZONTAL X-SECT.11al J ROSOWSKI NO CHANGES THIS SHEET. H 04/05/17 rn-ss7nrlNTS 30F 21 4 MD-5570.0 @ A METAL TYP., SEE ANCHOI' NOTE 4, SHEET 1; MIN. OI 1 THREADS BEYOND THE METAL SUBSTRATE EDGE EDGE TYP. ANCHOR TYPE\ EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET 1 & NOTE 3. BELOW PRODUCT REVISED plum oN 1He need eoR4me D^� 17.0420.Df. NOq-Ne Cwpinllon Dela O4H4/202i i N. 58705 ~ � LL rt or A.LY MILLER. PE. I I DETAIL E1 TYP. ANCHOR TYPE, EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 , Imo MSONRY AND EDGE DISTANCE PER ImowaoD IEr1D Mnsauav INTOMETAL OOMPLIA COMPLIANT UM/ST El" 1X60GR91RIP SUBSTRATE, SEE TABLE A, SHEET FRAMING OR STEEL INUM/S , MA 1 & NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR TYP, ANCHOR TYPE, EMBEDMENT FRAMING ALSTEEL STUD. M I li= MINGSEE ANCHOR ISTANCE PER CONCRETElCMU PER SE VERTICAL OR HORIZONTAL CONCRETE/CMU EDGE , SEE TABLE A, SHEET ANCHOR REDUIREMENT SEE SUBSTRATE PROPERTIEti. I PER ANCHOR DISTANCE HIS SHEET EDGE TABLE A, SHEETI REQUIREMENT DISTANCEr _ EDGE DISTANCE �• - EMBED- MENT EMBEDMENI ", I —L EMSEDMENT (EMBEDMENT j LI 114"MAX. e 1/4'MAX. ° i/4'MAX. ° 1/4'MAX 1/4" MAX. pp 1X OR 2X WOOD p + E ! 0 6o BUCKSTRIP, SEE LI ° 7rYP.HOR TYPE, EMBEDMEM AND TYP. ANCHORPE,EBDMTAND ANCHOR NOTE 3, a TANCE PER SUBSTRATE, SEE EDGE DISTANCE PER SUBSTRATE, SEE SHEET 1 TABLE A, SHEET 1 & NOTE 3, THIS SHEET TABLE A. SHEET 1 & NOTE 3, THIS SHEET *'HOR NOTES FOR 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. LOCXSRLES. U 2) REFER TO ANCHOR NOTES, SHEET 1. ASTRAGALS, 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING. FIXED STIIE9Am HBX3/4"SMS REINFORCEMENT FOR ANCHOR QVANTRIES, SEE 7ABLE51 IS OLD WIDTH= DOO PANELWIDTH-O-B/1fi"SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM He, IS REQUIRED AT DlO HEIGHT=DOOR HEIGHT-11-1/16'AT RruLs CENTERLINE AND 9'FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT DOOR HEIGHT-2-1/2" EVERYANCHOR (FACTORY INSTALLED) 5) SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT OWISSHEET ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL ._ OPENING FRAMEsEE PANEL LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR HEIGHT PRODUCT REVISED SILL RISER EXACT DIMENSIONS. mPlying Iu mo Ro.In,. HEIGHT HEIGHTNmEE, eon`aPhD Co VARIESWITHNDA-No. '17-D420.00 REQUIRED j POSITIVE e.vtrnOPn Dme 04114/202 ° DESIGN xa PRESSURE, .300--1 Fes' miom-Pa F.oacdco�i.c� eE SEE &Il ^� ' EzrEnron e1 ORS 788. .390 �-I F"— r 2.947 1---1 r —.380 1.793 2.370 4.041 M23HOAP 23 I'�T 3.484 174"MAX. W346 ALSO APPLY .&23 1 2.&87 L GRbu TA3 ° 1.91] NEEDED, SEE 1x eo —� .060 .060 .060 ANCHOR NOTE (� I7 x +x D 0 2_12•=TOTAL .060 ---E�— - 5,iHEET1 0 0 1/4•MAX,—I 8 E Q SILL HEIGHT OSILL RISER OSILL RISER xz SILL RISER z5 SILL RISER ` `++Y LYN '�"' 6 L= L 6Q� az (2-1/2•TOTAL a° (3-1/2"TOTAL O(4-1/16'TOTAL O(4-618"TOTAL `��ON.1�.... 4/'�'�, SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) P�.; f" :e EMBEDMEM' EDGE �I�L_,)(L��y(��L�IJ�� : * r No.6B705 F EMBED- .' +'-. i (STANCE �`JJ €�VINVL SLIDING GLASS DOOR NOA (LM) 10/O6116 MENT '� TVP.'ANCHOR TYPE, TYP. ANCHOR TYPE, INSTALLATION, VERTICAL X-BECT. L JROSOWSKI 7.10'., STATE F� :fU, s' N EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND ® ' 'O XT DISTANCE EDGE DISTANCE p '':",(ORIDP,+' EDGE DISTANCE FRAMING, SEE ANCHOR cGFw,Gurox°n FanumsrRiRq wr.. NO CHANGES THIS SHEET. �� 04/O6/17 a� FS G�� CONCRETE/CMU PER SUBSTRATE, NOTE 3, SHEETI PER SUBSTRATE, AURIGMSMERM os'ONAILIE��`� PERANCHOR SEE TABLEA, SEE TABLE A, 1070 —TECHNOLOGY5 A5 ABd DETAIL F1 DETAIL F2 SHEET 1 & NOTE 3, N. VENICE, FL 34275 q A. LYNN MM1LFR P.E. REQUIREMENT mmoN om1r SHEETIBNOTE 3, E .D R (041)-480-1600 ISGD-55701 NTS i 40F21 0$ MD-557D.0 �4 A P.Es sa7G6 THIS SHEET THIS SHEET �TOFAy+µ' a S DETAIL G2 1]b' potsDE CORNEA ,rt,como UMRIN1 V 90' 4 =TAIL H1 Po• BIOECORNER EIt E a z r�vv�1 6Q��o0 KEEPER V a... P DETAII Fr M'OVISNEGas In I �. Q� =TAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. EE SHEETS 14 815 FOR ANCHOR LOCATION 8 SPACING, FOR ANCHOR ,NTITIES, SEE TABLES 1 8 2. ORNER ASTRAGAL MAY BE ERHER TO THE INTERIOR OR EXTERIOR, ENDING ON CONFIGURATION. \ _J VINYL SLIDING GLASS DOOR NOA (LM) 10/O511 CORNER ASTRAGAL HORIZ. X-SE-SECT, �S J ROBOWSKI m IGM020 7 MTM00aiRIMB ., � NO CHANGES THIS SHEET. 04/O6/17 PLL PIGNiS RESERVED i 70TECHN0L0GY DR d 4. VENICE, FL 34275 L� (941)-480-1600 SGD-55701 NTS ! 5OF21 b MD-5570.0 �$ A CFI1F. of AVIH.N2Be ,a, PRODUCT REVISED I In IlM1 IM1e Flnria amiama �o� NOA-No. '17-D420.O f. I eaemmlen VV21o004/141202a a.]� I ... ...4gi UGENSF +�� V:' P �.: No. seas is/ONAL et" q /11111111 �� A.LYNNMILER. RE- F.Ep 587M OPTIONAL NON- MUCTURAL ANCHORS FORL��, INTERIOR POCKET JAMB INTERIOR POCKETS MUST INCLUDE A NON-STRUCTURAL, FRAME JAMB TO REDUCE THE 'j eID POSSIBILITY OF WATER . INFILTRATION. POCKET BY OTHERS, SEE NOTE 6 BELOW. I DETAIL 11 INTO MASONRY TYP. ANCHOR TYPE, EMBEDMENT EDGE AND EDGE DISTANCE PER DISTANCE SUBSTRATE, SEE TABLE A, SHEET 1 &NOTE 3, BELOW INTERIOR POCKET I METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EDISTAN( ' DETAIL 13 INTO ML IAL EMBEDMENT 114" MAX. FMERw SEE FIG+, THIS SHEET DETAIL I2 INTO Mh40NRT EDGE CONCRETEICMU PERANCHOR TYP. ANCHOR TYPE, EMBEDMENT DISTANCE,, REQUIREMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW OPT. ANCHOR CONCRETE/CMU PER ANCHOR REQUIREMENT OPT. ANCHOR EMBEDMENT orr. €L11 Il 114" MAX. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET.I & NOTE 3, BELOW ANCHOR 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 8 2. 4) SEE TABLES 1 & 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. EMBEDM MAX.I MA SEE FIG EXTERIOR POCKET FOR DOOR HEIGHTS 96" AND LESS: a+ q d FOR DOOR HEIGHTS OVER 06" KM AX. O.CIN n EDGE 2X WOOD BUCKSTRIP OR DISTANCE FRAMING, SEE ANCHOR NOTE 3, SHEET 1 DETAIL 14 wrow000 a9 F :1 ]1� E%iET1RlO V V ��//��''((��77__ ��IIII-- EXTERIOR POCKET S VINYL SLIDING GLASS DOOR -NOASE T. � 10/05/1I �P-HOOK EXAMPLES, HORIZ. X-SECT. I&JROD OWSKI nlRmexan FonllOVSIwEa, ING NO CHANGES THIS SHEET, d1� 04/05/17 ALL HIS SRERERVED pA 070 TECHNOLOGY DR d N. VENICE, FL 34275 @ (941)-480-1600 1SGD-557C1 NTS 3 6OF 21 S MO-5570.0 p$ A CERT.Of AVI11. P'6:B8 PRODUCT REVISED 1YIngg wI1M1 IM1e Florid eulldino Cude 97-0420.Oti NOA-No. ;11— one 04P14/202'+ ey Mbm- a rro �a cuntrel I, I I * t No. 60705SIAi j 7: 'p /0NAL A. LYNN MILLER. P E P.Efl59705 - TABLE 1: Design Pressure (DP) and Anchor Quantities Required, (for all approved configumllons on Sheet 2) Use this table for Dow Unit Heigh. 80" 84' BB" 'Glass Types 1, 1A. 3 or 3A 88-15/16" DLO Helgnt 72-ISMS" OLD Height 64-16116" DLO Haight �AslmPal Reinforcement #29 Anchor Group Anchor Group Anchor Group Locks.11e Relnforoement M26 or 026 S.E. 1,holooK Relnfamsment 021 A B C 0 A B C D B Design Pressre +6/-60psf 60/-60ps/ - +60/ 6psf 19-1/B" HeadlSlll C3+7 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 03+1 C3+1 C3+1 C2 C3+1 24' DLO Jamb 5 5 5 6 5 5 6 5 5 6 61 6 Width P-hook 7 7 7 7 7 7 7 7 e B a B Design Pressure +60140psf +60/-sops' +601-60psr 261/8' HBadI6111 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 G3+1 C3+1 30" OLO Jamb 6 6 5 6 6 5 6 5 5 5 5 5 4 Width P-hook 7 7 7 7 7 7 7 6 e 6 6 5 5 Design Pressure +601-a0ps/ +60/-60 ps/ +60/-60psf 31-IIW HeadlSlll G3+1 C3+1 C3+1 03+1 03+1 03+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 666 as- OLO Jamb 6 1 5 1 6 1 6 5 6 1 8 I6 5 6 5 5 m Width P-hook 7 7 1 7 7 7 . 7 8 8 8 8 ,E Design Rasstos +601-60ps/ +00/-60 psi +60140ps/ z 37-1/6" Heatl15111 C3+1 CJ+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 42' ' DLO - 5 5 6 5 5 5 6 5 5 5 5 6 Width ,Iamb ] 7 7 ] 6 B 8 B Design Pressure +60/-60 psf +Do/-60psf +601-60ps/ , 43-I/8" HeadlSlll C3+2 C3+1 C3+1 C3+1 3+ C3+2 C3+1 C1 C3+1 C5+2 C3+1 C3+1 C3+1 48' OLD ,lamb 5 5 1 5 5 5 6 5 5 1 6 5 6 5 Width P-hook ] 7 17 7 7 ] ] 7 1 8 B 6 Ie USED IN EXAMPLE ON SHEET 9 TABLE NOTES 1) IF iWATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE Ell DETERMINES THE WATER LIMITED(-) DP. 2) IFIWATER 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 11-10 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, OR S. /SHTHE MAXIMUM OP AT THESE ANCHOR QUANTITIES, THE MAXIMUM OP AT THESE ANCHOR QUANTITIES, ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE / CONSIDERED, SEE TABLE B1, THIS SHEET. •/� # OF ANCHORS THROUGH THE HEAD& SILL. (EX: FOR C3+1, 3ANCH0RS — 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.. Tnol C mi. Wat.,U.Ited (+) Design Pleasure 91II Riser Nom. SIII Helghl Max. (+) DP Allowed None i-11/15' See Nofe2 42 2-1/2' +38.7 psf 43 3-1/2, +60.0 psf 44 4-111W +60.0 re( 45 43/6' +mo psf FIG 1: DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. OLD WIDTH =NOM. PANEL WIDTH -8-9lie" DLO HEIGHT = DOOR HEIGHT-11-1/16" PANEL HEIGHT =DOOR HEIGHT-2-1/2" VINYL SLIDING GLASS DOOR NOA(LM) I0/0511E DP & ANCHOR QUANTITY TABLE J ROSOWSKI �=J® �a 04/05/17 sioxrm xov sonxoumsias, ixo. rcl NO CHANGES THIS SHEET. & numoars neseevm �� N. TECHNOLOGY N. VENICE, FL 34275 Ls (941)-ASO-1600 OSGDSS]0$ NTS� 7OF-21 1911 MD-5570.0 1191A PRODUCT REVISED eonmplylna o'Uh the FIm1J eeme o NeA-No. 17-0420.0E Explo'll" Dole 041141202'I * No. 557p✓ A TABLE 2: Design Pressure(DP)and Anchor Quantities Required, (br ell appro od confguralions W Sheet 2) Use this table Dr. Door Unit Heluld 96'• 106' 120" Glees Astragal types Relnbmemenl 2 or d il29 80" BB-16116' OLO Height 84" 72.15116" ULO Helghl W-16116" DLO HelBhl 86.15/16' DLO Haight 100-16116" DLO Height Lo'cks111e Reinforcement 025 Anchor Group Anchor Gm up Anchor Group Anchor braup Anchor Group HD Inledock Relnbreemenl N28 Design Ple33Gfs A B C D +100/.100 ps/ A B C D *100/-100psf A B C D H00/-f00 psi C3+1� C3+i A B C D +60/-65 psf C3*1 CS+1 C3+1 C3+1 A B C 0 +60/-65 psf C3+1 C3+1 C3N C3+ I I 19418' Head/SIII C3+1 C3+1 C3N C3+1 C3N C3+7 C3+1 C3+7 C5+7 C3+1 6 6 6 24' DLO 5 6 5 6 6 6 6 6 6 5 5 6 6 6 6 6 6 Width ,iamb 7 7 6 B 6 6 B 9 B B 10 f0 10 f0 P-hook Pressure 7 7 7 7 +100/-100 psf 7 7 +f00/-f00 ps/ +f00/-100 psr +60/-BS psi +GO/-65Per C3+1 iOes/gn 264/6" HeaNS111 CS+1 C3+1 C3+i C3a1 05+1 C3+1 C3+1 C3+1 C5+1 C3+1 C6+1 C3+1 G3+1 C3+1 C3+1 C3+1 G5+1 C3+1 C3+1 30" DLO 5 5 5 6 6 5 5 5 7 5 6 6 6 B 6 6 fi 6 Width Jamb 5 5 7 ] 6 8 B 3 B B B B 10 10 10' P-hook 7 ] 7 7 a100/-100ps1 7 7 +100/-f00 f W N00/-100 psf +60/-65ps/ +60/-65ps/ 31-118- Design Pressure C3+1 C5+1 C3+1 C5+2 C3+1 C5+1 O3t1 C5+2 05+1 CS+1 C3+1 C5+i C3+1 03+1 C3+1 CSN Ce+t CSH c3+t HeeNSlll G6a2 5 7 5 6 6 6 6 6 6 6 6 36° OLD Jamb 5 6 B 5 5 5 6 5- 6 10 it, 10 Widthto 7 7 7 7 ] 7 ] 7 8 S 6 6 B 9 P4taok Pressum N6D/-f00 PeI H00/-I00 Psl +100/-iGOpsl +60/-65ps/ + 0/-65ps( 37-1/0" Design C3+2 C6+2 C341 C5+2 C5+2 C5+2 C3+1 C5'12 C5+2 C5+2 Gary C5+1 C3+1 C5+1 C3+i CSN CVC6+1 C3+1 HeeNSlll 05+2 5 fi 6 6 6 6 6 e 6 8 7 6 n 42' DLO Jamb 5 5 7 6 5 5 ] 5 9 10 10 10 Wltllh P-hook 7 7 7 7 7 7 7 7 0 18 6 8 B IB 9 1 *f00 /-100 psf +100/400psf +92/-92psf' +601-65psf +GO/-65pef 0418" Design Plbasure C3+2 C5+2 C6+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C6+2 C3+1 C5+2 C3+1 C5+2 CSN C5+2 C3+1 HeeNSlll C5+2 C5+2 C5+2 6 6 7 6 6 6 6 6 AV I BUD Jamb 5 5 ] 6 6 5 e 6 5 6 B 5 9 70 10 10 0 Width P-hook 7 7 7 7 7 7 B 6 0 6 g B +60/-80psf B 9 B +60/65ps/ +64.1/-56.7ps1 ss Dasleure +BO/-80 psi +80/-00ps1 C5+2 C6+2 C5r2 C3+2 C5+2 C6+2 C5+2 C6+2 C5r2 CS+2 C5+2 CS+2 49-1/8" H.ad/SIII CS+2 C3+2 C5+2 C3+2 C5+2 C3+2 G5+2 C3+2 6 6 6 6 6 64' DLO 5 6 8 5 6 5 7 5 5 5 6 5 6 6 6 Wltllh ,tomb 7 7 6 0 6 6 B 9 B B .10 '10 10 1 I P-hook 7 ] 7 7 +80/-BO 7 7 +60/-Bops/ +80/-00 psf +69.1/hBa per +49.6/-53.7 ps/ 6 65-i/e° Oeslgn Pressure psi_ 03+2 C5+3 C3+2 C6+3 C3+2 C6+J 06+2 C5+3 C3+2 C6+2 C5+2 C5+2 05+2 C5+2 C5+2 C5+2 C5+2 GfF HeeNSlll C5+3 03+2 C5+3 5 6 6 0 6 6 6 8 6 DLO Jamb 6 6 6 6 6 5 7 6 5 5 8 9 B 10 10 10 f0 Width ] 7 7 7 T 7 7 7 B 6 8 B 9 B P-Iwok .., non n vcc cnR ANCHOR GROUPS B. C & D. TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) OP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 4, A SILL RISER IS NOT REQUIRED, IF SO,+DP'S SHOWN IN TABLE 2 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. Al SEE SHEETS 11-16 FOR ANCI [OR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR OUANTIES LISTED BELOW. SEE TABLE A, /SHEET I FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM UP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE B2, THIS SHEET. p 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 9 OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. FIG 1: OH LENGTH DOOR ASSEMBLIES 1 i INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN I O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. Water -Limited (+) Design Pressure SIII Nam. 5111. Max. (+) DP Riser Height Allowed None 1.11/76" bee Note 2 43 34/2° +60,0 psi 45 4-5/8" +1o0.0 psf OLD WIDTH = NOM. PANEL WIDTH - 6-9/16" OLD HEIGHT = DOOR HEIGHT- 11-1/16- PANEL HEIGHT = DOOR HEIGHT - 24/2" B° VINYL SLIDING GLASS DOOR NOA (LM) 11110106111 DP& ANCHOR QUANTITY TABLE d' JROSOWSKI RE 6miEs.wc. NO CHANGES THIS SHEET. 8p 04/05/17 o 'LOG �S )LOGY DR d 6 FL 342]5 1-160o %SGD-5570 NTS ! 80F21 �1 MD-5570.0 � A PRODUCT REVISED as complying v Tlh the Florid= eu0eing eo ' NOA-No. 17-0420.06 Exelreflon Dole 04114R02 y A. L"N MILLER, Re. P E.05ma5 EXAMPLE: 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION - PXXX, INTERIOR MOUNT POCKET, 48' X 84" MOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED:+48.21-58.8 PSF POCKETBY OTHERS.SEE NOTE e, SHEETS / EXTERIOR POCKETSY OTHER9:SEE NOTE e, SHEETS I 10 SPLICE 6' MA%. r SHEETI2-CI'CLUSTER,_j BHEETH SEE POCKETJPMB SPLICE NOTE: INSTALLATON ON NORBTROCTUML ANCHORS MAY SHEETS BEADDEUINFIELDMNEEOEDTO 4 ALIGN THE HEAD OR SILL IF SPLICE OCCURS WITHIN A POCKET. SILLSPLICE INTERIOR �� A - 6GENTEr _ — l MOFFANFPAN 12-MWC 21.FFRAME MAX. JAMB _SEEPOCKETJAMS REQUIRED® INSTALLATION ON O.C. INTERIOR POCKETS SHEETS 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REOUIREMENT OF +48.21-68.6 AT MOM. PANEL SIZE OF 48" X 84". FROM TABLE 1, SHEET], THE DESIGN PRESSURE IS +00/-60 WHICH EXCEEDS TI PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION USING ANY HeaN311I C3+2 ANCHOR IN GROUP A (SEE TABLE A), TABLE I h k 1 SHOWS ANCHOR REQUIREMENTS OF: P FOUND CAN ) ANCHOR LOCATION DETAN B•MnX HEAD CLUSTER ANCHORS):I SHEET I2 FOR THEOC3" CLUSTER ANCHORS AT NCHOR AX. THE RITES OCK/ASTRAGAL. TE ANCHORS): SHEET 12 FOR THE "+2 ANCHORS AT THE A O IN NMEN JAMB M D PAN OF EACH SILL (CLUSTER ANCHORS): SHEET 71 FOR THE "C3" CLUSTER ANCHORS P-HOOK ANCHORAGE ANCHORAGE THE INTAT ERLOCK/ASTRAGAL. SILL(INTERMEDIATEANCHORS): SHEET 11 FOR THE "-2 ANCHORS AfTLJT THE DETAILS DETAILS N OF EACH PANEL. JAMB: 6 ANCHORS, SHEET 13 FOR GEN. LAYOUT. JAMB: 5 IUCT REFERENCES ALSO SEE_ RHOOK: 7 ANCHORS, SHEET 73 FOR GENERAL 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT IS OF CROSS-SECTION DRAWINGS. 10 FOR SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN °O"w" IAll D02Dn7 PHSTesien oNes.w 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: 1070 TECHNOLOGY DR i 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD & SILL: SHEET 4 N. VENICE. FL 342TS 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB: SHEETS (941)-480-1800 21 FnR A BILL OF MATERIALS. P-HOOK: SHEET 8 eERT.OPAUIII assaea �CENTER OFINTERLOCK ,f CENTERLINE OFPANEL2 INTERLOCK HEAD ANCHORAGE DETAILS PXXX (3-TRACK) I ENTERLINE OF INTERLOCK C CK OFINTERLOCK CENTERLINE �OFPANEL2F (MwIl SILL ANCHORAGE DETAILS PXXX (3-TRACK) O.C.OR LESS FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 25.3/9', OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE: VINYL SLIDING GLASS DOOR NOA (LM) &' 1010511E STRAIGHT DOOR EXAMPLE III J ROSOWSKI NO CHANGES THIS SHEET. ��g 04/05/17 9 �e :r.D-5570 A NTS 1 9 OF 21 S$ MD-5570.0 �f A BELOW FOR AODIVONAI y DRMATION. ve 1 EXTERIOR v BELOW FOR ADDITIONAI DONATION. NE B MAX. EXTERIOR V I I PRODUCT REVISED o PI In wI1M1 IBa Flari�I , ButimnB �O�e 17 0420.06 NOA-Ne. e.PDneen 0.1> 04/14/202' ONY LYNNMi'• * j MD. 5117055 1 0.L IN 7116"NUM. 3/16' HS GLASS D90' PVB 3/16" ANN GLSS- I OGR Ot ^� FxlEwat I Cl INTERIOR I PRODUCT 19'INIERIOR-. TOWAR STHE S115 TOWARDS THEIMERIOR SEENOTEx THIS SHEET GLASS TYPE 1 7116" NOM. 311V H9 GLASS 1-7/16"NOM. PAINTED` PAINTED/ aEMERIOR �\ PROOUCTIS'EXTERIOR- 7I9'NON. GLAZED"IF482-031S 17/9"NOM. GLASS TOWARDS THE EXTERIOR,i D I GLASS I SITE SHE aINTEEROR PRODUCT IS'INTERIOR- iB GL/SEO"IF FF2-031S l° TOWARDS THE INTERIOR.` RR 06 SEJE NOTEx, � MS SHE GLASS TYPE 3 ' I "ANN"=ANNEALED "HS" = HEAT STRENGTHENED "T"=TEMPERED HCT-MELTBUTTL 1-1110'NOM. 1.1116"NOW "PVB"=.090'TROSIFOL®PVB INTERLAYFF STRUCTURAL 3N6' HS GLASS BY KURARAY AMERICA, INC. R/16'jjS GLASS -- SNCONE "SG"=.090" SE14TRYGLASO INTERLAYCR 1 FOAM 3I16'NOM. X90"PVB .09D'SG WITH 75 7e 3I16'HS GLASS m 7e BY KURARAY AMERICA, INC. DESICCANT 311V HS GLASS - 7/16"AIRSPACE— 77 76 7116"AIRSPACE— ^ 10 PRODUCT REVISED 1 J(T. GLASS 3/16" T GLASS 3/16" T GLASS emiapmpia� wuN Iee Flaaa= PAINTED/ PAINTED` LAMINATED LAMINATED NOA-Nlr. 97-0420.06 !2 OP fiRSURFACE °x OP —Llb AMINATED Eapl.vtlon Dato 0411412021 (Ul `INT. GLASS KODISPACE 6 45G TPS ALUMINUM REINFORCEMENT 6H1 "M. BUTYL F ROLL 0E91CCANT STAINLEE FOAM EK.G ASS EXC NT.OLA9IS DURASEA0 T7 SPACER 7/IB-NOM, 3/16' IS GLASS .090' PVB PAINwir PIS GLASS IEO/ rSEO SURFACE OUR Bt a EXTERIoR I PRODUCT IS 'EXTERIOR,R 7IGLASS GLAZTOWA D S NEOE1 Is XTE-NO TOWAP06 THE EXTERIORSITE a.INRWORSLLAZES'IF660.BPRODUCT IS ERSIOR- TOWARDSTHEINTERIOR. UFMOIE2TH.EHEETGLASS TYPE 1A CEO'ED PAINTED? BMW HS GLASSLAMINATEDSURFACE a° pl UCES-E TEOR PROCUCTISABAHISIORi16- GLASS . GLAZEWTOWARD IF HE E EGLASS TOWARD9 THE EXTERIOBITE M ESOlPRODIUC IS"INTERIOR-°° OWED-IF""II9 TOWARDS THE INTERIO 65 SEENOTE x. THIS SHEET GLASS TYPE 2 INT. GLASS a E(TFAIDR / a EXTERIOR PRODUCTISTnERIOR- I OLPZEtl'IF B02E919 D PRODUCT IS^ EXTERIOR- 7M'NOM. GU EO"IF#82-831S D 171D^NOM. SUPER Tfi SPACER®NXTT" TOWARDS THE EXTERIOR.` I O GLASS TOWARDSTNEEXTERIOR. I Blre I GLASS BITE I� ' a 1NIFA oR PRODUCT 19'INTERIOR- I I PROOUCTI9"INTEPIOR- 76 GIAEED^IF fl02-e31S I 7° LYI60- DESICCANT FILL AREA 0LA1EV'IFO2'031G I TOWARDS THE INTERIOR. I WARDS THE INTERIOR.` YLENE E/10'NOUL I fie SEAL - 9IUCONE SEAL ;VUSHEFT SEE NOTE x, THIS SHEET xMEL GLASS TYPE 3A GLASS TYPE 4 REEL NOTES; MIS 1) BACKBEDDING 6URFACES SHALL NOT BE PAINTED OR LAMINATED. a ASS DOOR NOA (LM) 10105/15 g VSKI Sm JROSOV 2) PRODUCT MAY BE EITHER INT. GLASS INTERIOR OR EXTERIOR GLAZED. ZCHANGESSHEET. �804/06117 XL EDGETN PROVIDED THAT THE'HS"SURFACE OF A LAMINATED GLAZING UNIT IS c°PVRNHl.NIl PGT.SUTMPE,M. MLRIGHT9RUERV —TECHNOLOGY 76 SPACER ADHERED TO THE GLAZING LEG. DR 1N. 34275 N. V NICE,EDGE. -1 (944)-45G7600 �a 100E 21 Xi MD-5570.0 A CR( .OF PMI.Yt93°B t Tt111111111/7`( �� NY LYN/p ' ASTRAGAL OR INTERLOCK CENTERLINE 4" EXTERIOR 2-TRACKCWSTER'CY ANCHORLOCATIONS ASTMOALOR INERLOCK CENTERLNE 4. FJtiERIOR � 3.22" STMCKCLUCTER'CP ANCHORLOC,VRON3 CENTERLINE04"(EXTERIOR — R V 4 LOC Efl I 'CS'ANCKORNCHOR LOGITION9 ASTRAOALOR , INTERLOCK I]Ip�LIA¢E° CENTERLINE 4" EXTERIOR 2.TTIACK CLUSTER'CS' ANCHORLOCATIONS CEMERLINE 4" EatO 322" &T LUSTER"CS ANCHOR LOCATIONS ACTMOALOR NTERLOCK CEMERLINE 4" "ERIOR 3.2e V 4.TILCK CLUSTER 'CE' ANCHOR LOCATONS NOTES: 1) ALL DIMENSIONS DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, 2) TRACK -TO -TRACK DISTANCE IS 2.375° 2 375" FORIALL SILLS: [I] Headl3111 C3 1 Jam 5 P wk 7 PANEL CENTERLINE EMjEjRIOR v 2-TMCKINTERMEOIATE ..1-ANCHOR LOCATION PANEL. CENTERLINE EXTERIOR v a.TMCK MTERMEDIATE '+1-ANCHORLCCATION FL 34275 '+1'ANCItOR LOCATION PANEL CEMERLINE Lt]•�Ip�cE 4° EMETTRI00. v 2-TRACKINTERNEDIATE NTANCHORLOCATIONS PANEL CENTERLINE 4" EKTERIOR 312" 15 3-TMCKINIERMEOIATE N 2'ANCIIORLOMTIONE �-� HeaN3111 +1 amb 5 P-hook VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONSANCHOR LOCATIONS A� NO CHANGES THIS SHEET: NTS Al I I OF 21 PANEL CENTERLINE — 4" E(TEE R v 2-TRACK INTERMCMATE N3' ANCHOR LOCATIONS CENIERLNE 4 'ERIOR 322" 15 3-TRACKMIERMECIATE '+3-ANCHOR LOCATION4 PANEL_ CENTERLINE 4" 4-iMCKINTEAMEOIATE V 4-TMCKINTERMEVATE '+2- ANCHOR LOCATIONS '+3' ANCHOR LCCATION9 NOTES: 1) ALL DIMENSIONS SHOWN ARE BAS DON MINIMUM ALLOWED. 2)TRACK-TO-TRACK 2,376" DISTANCE IS 2.375" FOR ALL SILLS: PRODUCT REVISED A1111n In„// 09 cpmPlYlnR wlal the Florida p`"OpY LYNJ NOA-No. 17-042OXIS : ��',GENSp' Expiration Dote 04/14/2021 . P No 58705 i 7SOWSKI Muma .Pre ;0�''7 ..... A. LYNN MELEE,PEMD-5570.0 HEAD CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK—] NTERLOCrc 4" ' CENTERLINE EKTERIOR 3.22' 7-TRACKCLUSTERRCP ANCHORLOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4" e%TERIOR -+T 3.22" 3.TRACKCLUSTER'CT I ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK 4" L CENTLINEEXtE7.22" ID I-T,ACKCLUSTER'CF ANCHORLOCATONS AS RAOALOR INLERLOC CEWERUNE 4- E%TERIOR 3.22" 1TMCKCLUSTER'LS ANCHOR LOCATIONS ASTRAOALOR INTERLOCK— CENTERLME V 4-TRACK CLUSTER V 4-TRACI(CLUSTER 'CTANCHORLOCATONS 'C6'ANCHORLOCATIONS I NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DISTANCE IS 2.375"tZ5" FOR ALL HEADS: N. HEAD "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE 4" EXTERIOR 3.22" ,a 2-TRACKHtTERMED1ATE "WANCHOPLOCATIONS PANEL CEWERMNE E TERIR \/ Y.TPACI(IMERMEDIAIE 'I ANCHOR LOCATION PANEL CENTERLINE EX ER OR fl YTMCKIWER T 'N'ANCHOR LOCATION PANEL CENTERLINE 475" EMERIOR f-I 3-TRACK INTERIASOIATE V '-2'ANCHOR LOCATIONS PANEL 4. CENTERLINE EKT�E��TRy OR J.22" V 3-ACHOR LOCATION "�J'ANCHOP LOCATIONS PANEL CENTERLINE 4" EXt Ofl 3.22' -_ 3-TRACK INT ME"ATE V "3' ANCHOR LOCATIONS N- EXTERIOR EST LERIOR E% E V (T 4-TPACKINTERMEOIATE 1-TRACKINIERMEOIATE43' <4MLK TOR LOC PONSIATE �3" v FNCHORLOCATIONS ANCHOR LOCATION9 'H'ANLNOR LOCATION NOTES: NCURE9 renrnNTO IDEEouoe"t HEAD 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INIERMEDIAI.ANG10RIALATOM3: 2) T DISTANCECKJO- FLAC 2.3]6" FOR ALL IS 2,3 n5 m PRODUCT REM1IS Doom ��ALLpNY LYN/y HJembll C511 N.N.N 17-0420.06 P:f PhvDlc ] E.Pl.vu=n DVL=04/14/2021 j * ( No. 56705 VINYL SLIDING GLASS DOOR NOA (ILIA) fi 10/05/15 ANCHOR LOCATIONS B &t J ROSOWSKI �(� R ° ...-_ �204/05117 �ONA LIEN P" DD3TNM,. ,. NO CHANGES THIS SHEET. WED )GY DR 9 34275 ? gg A. LYNN MILLER, PE. 300 `SGO-5570� NTS l 12 OF 21 g4 MD4570.0 99 A S Heotl]SIA CJN � Jemb 5 P-hook T JAMB ANCHORS LAYOUT (PARTIAL VIEW); +II H H 1— 2.375'• 4.76" 21.6" 21.6" MAX. MAX. O.C. E ERIOR O.C. EMS 6" 6" MAXI M7A%�. ZTF;CKFRAME I 3-TRACKFRAME JAMB ANCHORS JFlMB ANCHORS JAMB JAMB 7.126" I HRH H�HI 21.6" MAX. O.C. EXTSRIORC5— 6. J. MAXI. I d-TRACK FRAME JAMB ANCHORS (3)WEEP NOTCHES III (4)WEEP NOTCHES PER END @ 1") Y. I IIT PER ENO @ 1"X.500" SILL SILL EXTERIOR n EXTERIOR (3) TRACK WEEP HOLES EVERY 24"@1.126"X.190"; (6)TRACK WEEP HOLES (1) WEEP NOTCH EVERY EVERY 24"@1.125"%.190 _ 1 WEEP NOTCH EVERY O W24" 24" @ 1.3]6" X .600" @ 1.376" X.500" SILL WEEPHOLE LAYOUT (2 3 & 4 TRACKS) JAMB nioll 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. (10) TRACK WEEP HOLES EVERY 24" @ 1.126" X .190-; (1) WEEP NOTCH EVERY 24" @ 1.375" X .600" VINYL VINYL SLIDING GLASS DOOR NOA (LM) r&l 10/06/1E ANCHOR LOCATIONSC& JROSOWSKI ® NO CHANGES THIS SHEET. a ` 04/06/17 m,.m.".. nn.Nnusmrex me d NTS kI 130F21 1911 MD-5570.0 'EEP NOTCHES END @ 1"X.500" PRODUCT REVISED pl In IlM1 the Flarltla NOA-No. o �c� IT - Eapimnaa Dale 04/14/2021 LYNV " ENSF'/�(�� P:' T ? * ; No. 58705 I %0 STdTE f • FIONIOI`..' \ \ iiI",SSIONAI IENG 4" I TERIOR NCTCAR' CORN bTMCKB LOCATI R rI_ 'U'AERE TTIOLAT016 V (USE WHERE'CJ'IE SPECIFIED) 64� 4" 44MCK 00'CORNER "E MEREIO3'IS SP CIM ' (USE WHERE'CJ'156PECIFlED) BO° noamsm c t P-hao I ook I T ..,,,ERIOR CORNER YMERE ORLOCATIONS CIFI (U6E WHERE'C6' IS SPECIFIED) 'CMERET IS SPECIFIED) (USE WHERE'L6'IJ SPECIFIED) I 2.TMCK0V CORNER EXTERIOR 'CA' ANCHOR LOCATIONS FT (ULSEMPEE'CJ"ISSPECIRPIS V P R F L I }TRACKRO'CORNER E.CTERIOR "CT ANCHOR L6GTION9 (USE MERE Tr IS SPECIFIED) "—wl u¢NIO EXTERIOR 4-TMCKBO'CORNER 4-1MCKRECORNER n TO- ANCHOR LOCATIONS 'C4' ANCHOR LOCATIONS V (USE MERE TT IS SPECIFIED) (USE MERE TS'15 SPECIFIED) NOTES: 1)ALL DIMENSIONS SHOWNARE BASED ON MINIMUMALLOWED. r 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE L SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE) CORNER III .CONFIGURATIONS. 3)TRAOK �ETTRAC2.375" nov1m07DISTANC8 2��375" )MFORALLHEADSANN N. I F-TMCK 90'CORNER E(TER10 'OVANCHOR LOCATIONS (USE WHERETV IS SPECIRED) F H R I I ITMCK BP CORNER EXTERIOR CV ANCHOR LOCATIONS J\/l (FUSE MERE CT IS SPECIFIED) R R R P I J' FPwAS EeSTAle To THr. FaLomno AS-ca Nry lsN ANOHOILLODMIDXS'. B0° HfiEd/SIII C311 ! amo 5 P-haak 7 PRODUCT REVISED pi In aIth the F1.1111I Me �a 0 NOR -No. 17-0420.06 Expvanon Pate 041141202^ miam -9 ro uc conf.oi � I No.58705 TE I/7IF: 4" 3.NER EXTERIOR ' gtI�NALIE II\`� N.TFAGI(R CORNER rl 'CVANCHOR LOGTIONS V A. LyRN MILLER.PE (USE WHERE TV IS SPECIFIED) � P,Ep 67a6 VINYL SLIDING GLASS DOOR NOUN (LM) ' 10/us u ANCHOR LOCATIONS D A JROSOWSI.I P 04/0511/ msRlEs,lnc. NO CHANGES THIS SHEET. 0 ICY DR _ 342]5 d Y I00 � SGD-5570 d NTS 1 14 OF 21 g 4 MD-5570.0 b� 01 )20'11 RORLOCAN5 NSE MERE -CT M SPECIFED) EDCUERIOR IT- 3.TPACKIu'CORNER ±DTANCHORLOCATIONS IUSE MERE'= M SPECS'EO) 4" A-TRACH RLOC NER TION 'C4'ANCHORLOCAOONS (119E WNEflE'GT I9 SPECIFlE01 I j I 135' HeeNelll 1 Jam 5 P4twl( 7 4'. 122" EXTERIOR 2-MCK 1336C0oR 11 '16'ANCHOR LOCATIONS (USEYrH 'CSI55MMIFIEO) EX EPIOR S-TRACK 135' CORNER 'CTANCIIORLOCATIONS (USE WHERE'C4Is SPECIFIED) SILL 135' GURNI-K ULUS I CK AINL.nvrtO LfLJ vLA I . i 4' 4' E—%iE�RLOg 4" E%TENOR a" (L JL 2- M K 135' CORNER v 2-TRACK 136'CORNER v TA'ANCHORLOCAlION3 TWANCHORLOCATIONS (IS9 MERE'CTI3SPEC6IED) IUSE WHERE'CS'IS 6PECffRO) _4 1- 3.22' V 3-TMCK 135-CORNER -CT ANCHOR LOCATIONS (USEMERE'CT5SPECIREO) I =—. A-TRACK135'CORNER v 4.TRACK1a5'CORNER .W- HORLOCATIONS 'CCANCHORLOCATIONS IVSE W1EPE'CS IS 6PECIFlEO) (USED HERE'CTIS SPECIFED) NOTES: 1) ALL DIMENSIONS 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-TO2.37 76 DISTANCE IS 2.37' 5' 2.375° FOR ALL HEADS AND SILLS: EXTERIOR IT— d 135' eaNSill H Jams 5 P.h..k _ I PRODUCT KLvlbkv Butldln9lying wllb ON. Flarl,l NOA-No.CVE 17-0420.00,, EKPtnO.e Oat. 041141207, EXTERIOR D _ - Ml.m- n atluc Canbol 3.22" 3dANCCORNER •T ANCHOR LO (USE MERE SS' IS SPECIRO D) • lb, I " NY LYtViV Jr. NO. fiR>05 (USEMEREYS' SSPECIRED) A LYMIMRLER,RE PFJ8BF05 E VINYL SLIDING GLASS DOOR NOA (LM) `g 10/051 ANCHOR LOCATIONS �& JROSOWSI 1 ® �Q 04/0WI/ II.Nrexon PSTmSusmlFs. HP d NO CHANGES THIS SHEET. ALLwOIRs nESERPEe a 70 TECHNOLOGY DR �g 4. VENICE, FL 34275 p (941}480-1600 SGD-55701 NTS 15OF21 g4 MD-5570.0 I CM OF ANV1 TAua SPLICE LOCATION q' EXTEF0.L10R 322" V 2-TRACKSPUCE 'CP ANCHOR LOCATIONS (USE MERE XTY' IS SPECIFIED) SPLICE LOCATION 4.75' fl 9mHOR SPLICE ANCV EATTERHORLOC TIONS SPECIFIED) (USE WHERE'CT I9 ePECIFIEO) 4.76' I --1 4" 4TNAWSPNCE 'CA• ANCHOR LOCATIONS (USE WHERE 9 19 SPECIFIED) ' it HeatllSitl C3 1 emb I5 PdTOR, SPLICE LOCATION 4" EXTRERIOR--3.22" V 2-TRACKSPLICE •PA' ANCHOR LOCATIONS (USE MERE'3S. 19 SPECIgIm) SPLIC LOC/1TION 4. EMEPIO 3.22" - 3-TRACKSPLIC15 CJ 'CB' ANCHORLOCATIONS )USE WHFAE N)V IS SPECIFIED) 4" A -TRACK 9PUCE ANCNORLOCATIONS (USE WHERE T619 SPECIE..) SPLICE LOCATION 4" EXTERIOR P1 2-TRACT18110E v 'CA' ANCHOR LOCATIONS (USE W1HERE 'CT' IS SPECIFIED) EXTENT V NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. A-TRACKSPLICE •G' ANCHOR LOCATIONS (USE WHERE 'Cr IS SPECIFIED) 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 9. 3) TRACK -TO -TRACK DISTANCE IS 275" 2.3]5' 2.376' FOR ALL HEADS AND BILLS: 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. SPLIC O ATION EXTERIOR f-I 2-TRACK SPLICE ANCHOR WCATIONB (USE MERE'C6' 19 SPECIFIED) SPLICE o AnD 4- E%iERIOR 4' ATICHO(9PLICE 43, 'CMERET IS ATIONE SPECIR (USE MERE TV 19 SPECIFED) " TOIU UI nip/ ERROR 3.22" v s Op1Y LYNX fl ANCHORLPLICE V 'COCATIONS MERE OR L`C ate. bICENSF ((� (OSE WHEFE'C 6'199PECIFlE01 Q' No. 69)05 -n A I onTE IF G �'iS'ONAL ENI�`; , XLYNN1,1ILLERR6. PPP 50]00 VINYL SLIDING GLASS DOOR NOA(LM) 0 10/w"11 ANCHOR Lb CATIONS F �b J ROSOW,"•I m a ailxouslRlEs.wc NO CHANGES THIS SHEET.8 04/OCili Res Rvsp a OLOGY DR8 FL 34275 ¢ A 01 500- ;SGO-55701 NTS 116OF21 X8 MD-5570.0 HeeN5111 C3 T Jemb 5 P-1.k 7 PRODUCT REVISED pl Ino1616e Florid, 6,Ilain9 X�: 4T 0420.0G NOANo. r Repo.. Ten Del, 04/14/20_2 1 PANEL'S RIGHT STILE TYPE PANEL OUTSIOE BD' INSIDEN' OUTSIBE1.35- INSIDE IBG' TYPES SINGLE SINGLE FIXED LOCKBTILE ASTRAGAL ASTMOAL ASTNGAL ASTRAGAL ASTRAGAL , ASTRAOAL INIFALOCK IMERLOCK BRLE W/1NN1LE BO%OUT BOX IN RECEIVER RECEIVER RECENER RECEIVER MLEIOR°R OUT IN EXTERpRGL D E F PP K L L TIC TA TV TW BREFIUCJf OUI PNURI IRATM B H P A C C SC SA SV SW N=o IN Ia WV PRIM W RR R S FC FD FV FW slmD NS LU LOCNBRLE D M _I WIMN°LE prG IemM ASTRA°AL DM LR T U Box AG ABIN N T U -I BOX Ln ABTRAGAI CT CS CF RECEIVER .ET- ATASDF; OVT. 13FGAL V% VS VF I RECEIVEII IN,BS• L WT WS WF � RECEIVER RECEI LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE "F'9HOWN. PANEL NOTES: 1� SEE DWANCHOR TABLES 1 8 2, SHEETS 7-8 FOR PANEL SIZES & DESIGN PRESSURE, 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. 9) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". 4) PANEL TYPE MAYBE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BYTHIS APPROVAL, SEE DETAILS SHEET 10. SCREEN PANEL TYPES °BUGLE p—I I—� ASTRAGAL INTERLOCK . DOUBLE OULC1t M CI6LE 11 LO M.S. JLOOKSTILE ASTRAGAL SINGLE DOUBLE SD INTERLOCK IMEGLOCK A/( °OUBtE �, .� tOCKSTILE INTERLOCK UABTMON. y O LOCKS7B-E OOUBLE SINGLE UQ J INTERLOCK llll�'`'��'��""��""'" IMERI°CK m r EGTRmusmrealKc. ouLwcMseESBasE° 70 TECHNOLOGY DR 1. VENIDE, FL 34276 (B41)-480-1800 8 VINYL SLIDING GLASS DOOR NOA (LM) ICIG1116 SKI PANEL TYPES �L JROSOWSKI ,� NO CHANGES THIS SHEET. - 04/05/17 �a ESGD-5570F NTS yy 8 17OF21 q 3£ MD-5570.0 ji A II, —", 1Y LYN7Y4f/ :'*OE' '. .A'/.- �-j NI,. 687055 P.E. I-----6.875r-10.035 .-I 540 ,125 rr r-S50 291 061 1 ❑ ❑ ❑ 411;��aqlm Q1.681 � .002 930.307J '� 1.928 1etz .700 �❑ 6Q[a[z0�-L FRAME SCREW INTERLOCK CAP, ( COVER(PVC) OB ANCHOR PLATE O9 TRACK INSERT 10 EXTENDED POCKET 1Q 2 TRACK HEAD/JAMB © 4 TRACK SILL , 000 252 231 :060 -'-j 2.000 I-'-- I�-8250--"j 8.250 --�-( 94 1.43b rl� 002 1 1.98 t �r 1 b r ,00 3O o B81 �0-�.062 r � i O6g ❑.100 ❑ 6Q�]� OBOTTOM RAIL QOMER SILL 13 COVER ACI< QP-HOOKADAPTOR ®3TRACKSILL SUPPORT COVER O3TRACK HEAD/JAMB _ 1:.291�001 229 2.975 094 } 54Dr 640 L �1 �` (--�---- --`� 5.875--�i .626 .600 1-�2.fi07--II 9 ..406 too �� T- 1- -.662 T-•4--.062 --I ❑ ❑ 100 �13 NQ� �� t 19 KEEPERED KEEPER O BAR GOVERREINFORCEMENT Q BAR REINFORCEMENT FIXED PANEL CLIP O5 4TRACK HEADMAMB Q2 TRACK SILL 2.617 -y 1.670 Imo- 1.825 -.{ 1.695 I--- -y 7.695 E .30g 2.898 .OBD I I 3..125.070 .076 4.835 4'278 .10.110 2B332.368 .300 720 1 BI8200 .120 a 4.-8182 2�31100 �70 �I`2.710 2.116 07.876� TOP BOTTOM TOP BOTTOM INTERLOCK.300 8ANEL STILE, TOP 1NTERLOCK A00 ®9 REINFORCEMENT ASTRAGAL �NTER OCK AOAPTE0. 31 ADAPTER 17 3©ASTRAOAL ADD -ON @ANO BOTTOM RAIL ®SAND STILE AND STILE ©REINFORCEMENT, ©REINFORCEMENT. REINFORCEMENT COMPOSITE STANDARD HEAVY-0U7Y REINFORCEMENT 3.326 (..--3.345 NOTES: - R i 472 - e18 SILL R SERS. OR 8 3.]13 .OBO L�R SILL RISERS. , .0] 9�IJ..126 1000 I----.229 3.346 -yT I'060 FOR 2) SEE SHEET A 2.176 046 1.500 3.247 `1.eoV-` .065 g1g FOR SCREEN PARTS. 300 g 0 90- CORNER 41 IN INCHES. A135* STRAGAL @135' CORNER PASSIVE MOUNT ®ASTRAGAL AP, �ASTRAGALCCAP, �ASTRAGALR ©ASTRAGAL AP, ASTRAGAL CAP, 90' CORNER 3) INCHESALL ENSIGNS 'II EXTERIOR INTERIOR EXTERIOR INTERIOR 812� B12 .210 .262--1I .173 VINYL SLIDING GLASS DOOR N?(LM)E10/05115.086 1.2B7 .0821.2.281 7.267 1.261 9 EXTRUSIONS ® 7/i6' 81 TH6• �1-1I76 1 8©I-iH6 1 1'9N6' cevmimzronan vennov¢w�es.ixc d NO CHANGES TH19 SHEET.SOUAREBEAD BEVELED BEAD BEVELED BEAD OGEEBEAD OGEE BEADALL OiaHiSREsenveo1070 TECHNOLOOY ORN. VENICE, FL 34275 (941):400-1600 y6SGD-5570 � NTS I 16 CF 21 ¢Rr. avnvle.Rozve 762 r 125 9- ®REINFORCEMENT PLATE Ir- 2.8838 - I-hI 2.0)LII +Ivy 01 0 1 lul lUl p INTERIOR JAMB COVEI ePRODUCT REVISED emimplYing w11M1 IFe FlariJ= ng teen Noq-No. 17-0420.06 LYNN ?! p ,k .+ No. 513705 TUT0K(4i7 FF. 1)INSTALL 2) INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD PIZ INTO FRAME JAMB ATTACHMENT CLIP INTO &SUBSTRATE, HEADER ASSEMBLY TYPE USEDNCHO PANEL INSTALL ONE BLOCK AT el TYPE AS USED STILE ° USING 4 EACH INTERLOCK. BLOCK IN INSTALLATION, INSTALLATION O TABLE A. SHEET I TABLE1ANCHORS, SEE AT ASTRAGAL. INSTALL ° TABLEONE BLOCK THAT ISMS B° (0) #10 X 1"SMS / SPANS BOTH PANELS, \ B0 ' 1.5" SMS O q c o d OFIXED PANEL CL11 N, o FIXED INSTALL NEC IF AT THE (2)1/4' m PANEL MIDSPAN OF EACH FI%ED 06 X 2-1/4" SMS CLIP PANEL-TO-FRAMEJAMBLOCATION. I COVER 034-112" MAX 4-PANEL, 2-TRACK OXXX SHOWN WELDED, NO ASSEMBLY FASTENERS X 2" uu. LOCKING JAMB PROmUT�REn �nEDo.ln. emiamB ^ t7-o4zo.oa NOA-No. _ e.Pvoe=� D.I. 041141202 1 by MI ml=.,.-o= =m coni,a INTERIOR EXTERIOR `�y LYry ' ULS APPLY TO 2. 3 AND 4 TRACK CONFIGURATIONS. ANCHOR LOCATION & SPACING. SHEETS 11-16 FOR TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. \NON 1GENSN47('.., TINUOUS ANCHOR PLATE, ITEM No, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. Y.." *_. A VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 _ ;_. �AOT %J 9T st ACCESSORIES INSTALLATION �'L J ROSOWSKI ® w.,rexon rsrowsmss. wc. euwsrOsxSsmven ' S ..:F ORION.''G\�': '. S AONAL ENS` ThII I U�t' = CORRECTED NB6 �� 04/06/17 = ¢ 70 TECHNOLOGY DR A. VENICE, FL 34275 (941}480-1600 AL�NN mtLtn. Ps. P.EI5°]U6 ISGD-5570I NTS 119OF21 L+ 34 MO-6570.0 jlz° A .RT. W ..R... BOX SCREEN DETAILS: I 1 VERTICAL SECTION EXAMPLE HORIZONTAL SECTION EXAMPLE .875 1.9B3 1}-082 BOX SCREEN mu TOP RAIL 1.020 1.872 L 002 BOX (9)SCREEN INTERLOCK HORIZONTAL SECTION EXAMPLE .875 r 1.020 M.062 1.993 I 1. .aez 10BOX SCREEN BO%SCREEN 01 102 BOTTOM RAIL SIDE MIL �Q1.693 -}--{--.055 �4 h-072 BOX of SCREEN SNAP-0N BUG FLAP 1.305 -�)1.343 055 I1.487 )+- 050 BOXSCREEN OX SCREEN me 10t ASTRAGAL BILL ADD -ON ADAPTER 11..3��773�3 r- 83 1 833 BXO SCREEN tos O ASTRAGAL ADAPTER 1,487 r 1.610 (BBOX SCREEN HEAD AND JAMB ADO -ON STANDARD SCREEN Ut I AILZj: HORIZONTAL SECTION EXAMPLE 02 m 121 1V HORIZONTAL SECTION EXAMPLE I-�-1.081 1.202-}-'-"j1 1.]7B 1.778 935 050 - -ti'-' 050 _045 TEEN 111 SCREEN la SCREEN OXOI WE S1DE MIL, ASTRAGAL L LATCH ADAPTER -2�-1 I-'-.725 -1.435 I-�- 785�702 040 DB2 OIN VI SCREEN NYL 1RIFRAME BILL ASTRAGAL OSCREEN ADAPTER ADD -ON VERTICALSECTION NOTES: EXAMPLE -----III 1) ALL DIMENSIONS IN INCHES. I IT7-�� 1—' I VINYL SLIDING GLABS DOOR NOA (LM) 10! L11y(�� I SCREEN DETAILS � &JROSOWSWSKI N. rc NO CHANGES THIS SHEET. 04/05/17 NTSNrS III 20OF21 19z1 MD-6570.o19i1 MD-5570.0 `,,"'OP1Y LYNAI No. 58705 � A. LyN MILLER. P.E. I„ALG� Partir Deaodpflon Material 1 I 18001 2-Tack HeadVemb RIgId PVC 2 19002 2-T7..k SIII Rigid PVC 3 IM26 F-5ok H--&Jamb Rigid PVC 4 19026 3Tack 611 Rigid PVC 6 1BDZ7 4-7Tack H..1Je11 RIgId PVC 8 tAll 4-Tack S51 Rigltl PVC 7 111009 Rem -Screw Cw-r RIgId PVC a 19031 Anchor Plate M0 TBM. 9 19007 Took n,.d 80637E Alum. t0 t80B4 Interlock Cap- Extended Pocket algid PVC t1 19W6 Bottom SON Suppwl 6063T5 Alum. 12' 19MBA Oahe, SIII Co. 6083.MAlam. 13 loll Bin Seek Co., Rigid PVC 17 19032 P-Hook Adaptor 600315A1um. 18 19020 P-HOR M6TSAlum. 19 19047M Extended Keeper 668318A1um. 20 19026M Keeper 90B31B Alum 211 19014 Rdnbe-maul Bar ChxO rUgId PVC 32 j 19030 R.IRSxoemenl Bar 800ST5Alum. 23 j IB037M Flxed Perot GIP 6083-MAlum. Z4 16036M Reinforcement Plate 6083113Alum. 25 2S iB017M IW40 TOP Reg, B+Iiwn Reli erM Inch -Ole Reinforcement 600ST6Alum. COmPo-6O 27j 16010M Inledock.300R01n11a,cemanl, Sid. 600S76 Alum. 0, IN13M lnledock .40D R41nbraemem, HO BOOSTS ANm. 29 1(NH9M NOegal Reinfacemenl 600616 Alum. 90 18003 Extended POakel IN.I.k Ad+plw 808318 Alum. 311 10005 lnledock Adaptor RIgId PVC 32 18008 Aaregal Add an RIgId PVC 33 18004 Panel Stile, TopTottom Rail RIgId PVC 34 j 10040 Inlelw.lalFh Couer BOWS Alum. 35' 1g07B 136'Cwner Aalregal 6063-TO Alum. 30, 19077 135"Conner Aalregal POsshe Mount 6063TB Alum. 371 19079 135-Comer A-Imgel Cap - Fill. RIgId PVC 3B 18080 136"Camet A-1m9-1 COP -M Right PVC 3B 19078 M-Conner Aslrogal �B37B Alum. 4 19081 90" Conner Aotagal Cep -Exi. RIgId PVC 41, 79082 90' Cover AaMgaI COP -ht. RIgId PVC 9 PeHR Description Material 42 19085 Sill R1aec-I2-1/2'7 6063T6 Alum. 43 19022A Bill Rlse,-(3112") BOB376ANm. 44 19D23A 811 M.r-(4.1116') e063TB Alvm. 46 10024A Sig Hear-4-BIB) 6063TEAlum. 60 718009W .187' X.229' Flna-el(SAID) 61 ]16B6K 1-01T x 1"x YC Fin Seal Dmt Plug 62 7160 Dual Plug 60 419041 Interlock alp Con PVC 61 78153X Tandem Roller Assembly SS 52 78153M Tandem Roller As.ambly Nyiw 83 70XI6FPTX N8a 314" Ph. FH SMSQRdIx6Reln4 SS 64 415042 Frame Header Slack Nylon 66 48052 Roger Adj. HOG Plug PVC 66 M305 4 Hole Bumper OF PVC 67 7OX114FPTX yle a 1-1(4" Ph. FH SMS QBumper Slop SS BB 7169BG SIII Plug PVC B9 78186X GOminl Marilee Lock wllong Lim plate SNOSS 70 ]4o3MFPFX 10J2 x V Ph.FH MS Q Look SS 71 modes Handle Kll Cast Lnc 72 10054 lnledock Retainer CriP Nylon 75 Kmnmeding 46G TPS Spaeef Syelam Sae Sheet 78 Quer. Super Spacer.M Mira Hot Meg Butyl 106r 77 Uuanax D-he"I Materiels 78 Cafdl..1 XL Edge Spacat 7S Cons Coming MS of 0E-7700Baekbeddng Sigamo 00 tg090 7/16" S"a Boxtl RIgId PVC 81 711V Beveled Dead Rigid PVC 82 19044 1-1/16" B"I.d Beed Rlgld PVC 83 19045 1416"0gee Bead Rigid PVC 84 19016 13116"0gee Send Rigid PVC 85 71726K Selling Block 112"x4"x1/ib',65+/-6euro. N.opana BB 71726K Saving Block 1" x 4" X 1/16", BS+/- 5 duro. N.a rene 90 701PSTX 98x 1" Ph. PH SMS Q Fmme Assembly 6S _ 01 75XI74pHPT41DX g5 x 1.1/e Ph, PH EMS Q Point Bar SS B2 710XIPHPTI&BX Mo x 1" Ph. PH SMS Q Reg Support 65 03 71o%116PP% Mox 1-1/P Ph PH SMS QFxd. Pnl. Gip 6S 94 710X26PLI A BX #IO x 2-1'z h pH SMS Q ReInt Plele/Asl. SS 95 71420MZ25FPF)( #12x2-114"Ph PHSMSQHdr.510ck SS W 71OX1.76PPX M10x 1-Y4° Ph FH SM9 Q AxI-MOunl BS 07 71a-W1PX #10 x 3'f"PH SMS QEXI. Pkl. ht. SS 9a ]10XLPP% #10z 2'Ph. FH SMS Q Kaepar SS ' A��✓ Pont P__. Descdptlml Material 101) 1226& Box Screen T. Nil 605375M 101 1225] Box Screen Ba64m Rell 6063T6P1 102 12258 Box Screen Side Rnll 8063 T6 P1 103 64428 Box Baleen lnledock WMISAI 104 17347A Box Scram Snepan Bug ReP 6063 TB AI 106 S4345 Box Sa,een OM] Aslrogal Adapter 60&T]6AI 1W 17349 B.S.. Asbagal Adapter 5003T5A1 101 IM39 Box Screen Frame Snl AddOn 60QTSAI IM ISOM Box Screen HeaNJemb Add -on WK178AI iW 72MIX MMX 1- MS a TOP Rell SS 110 72DXI12X 1114.20 x 1.1/2' MS Q Sel4m Rail SS 111 ]77830 Wetp, .27D'z .15P-Fln Bml 112 618051( Wet ,.Hir.. TQ But; Flap 113 7SRAZ Standard Roller NyhOo 114 78RAX HDRMer SS 116 v-rl++ Screen Lacking Herduare Steel 110 41WW Semen Keeper Steal 117 78X1PPA 118x 1" Ph. PH SMS Steel 110 769YY4 Bcre.n Bplino-.1R1"8.155" Vinyl 119 1816GA Screen aolh Fibaryle.+ e Pafrya Dexrlp9on MOlarlel 120 1203 Semen Frome Rao M T5 At 121 12026A Same. From -Side Ran(L-Iah) 6003 T5 At 122 17386 Screen OM Astragal Adapter 6063 T6 At 123 4M3K 8...n Vinyl Astragal Mapler Rigid PVC 124 1gDl28 F,eme Siil Screen Add -on 60031a AI 125 BFPOW eug Flap, BS+/.5 duro. Vinyl 12e 76X112PSATS 00 x 1-112' Ph PH .Mn (Aee-mNy) Be 127 7120D Comer Kay Wheel Assembly (Sl3nda,d) Ion 128 712027SS Comer Key Wheel Ao...bly (HD) b9' 129 vale. S.,a.n Looking Hardware Steel 130 71OM4PPSDAX 010x Y4" Ph. PH SMS Q Sceen AsL 9& 131 7BX12PPSMSX #8 x 11T Ph, PH SMS ®Coal Aar. 56 142 i69YY4 Sora.n Spline -.145' VIayl 133 1B18C20 Screen Cloth Flb...... VINYL SLIDING GLASS DOOR NOA(LM) JAI 1010511E PARTS LIST 8m J ROSOWSICI NO CHANGES THIS SHEET. U 04105/17 PRODUCT REVISED pl In wIth the Flnrlda e�Iiaemg oe 17 0420.06 NOA-Nee expbanen oat+,04/74/2021 NOTES: tmu leenrvvev r 8 1)ITEMS 674-10, 46d9. 53-59, 73, 74887-erg 899 ARE NOT USED AND ARE N. VENICE, FL 34275 q ALYP M9LFA, PE NOT;PART OFT. 4649. APPROVAL (941)4BO-16D0 ESGD-557i NTS $ 210E 21 � MD-5570.0 kP A p.0useras go`Donnell Impact Windows & Storm Protection Lrc#. CRC,33tr73 6402 SE Federal Htghway PH:772408-o2" 1740 US HlgRway i Stuart, FL M"7 FAIL 888-8xo-or67 PrOPeqy Information uwl4 rc3 t'" Building Information Owner: Smith, Cheryl Wind Zone: 160 MPH. Address: 4235 Hwy Ala Unit 13 Exposure Category: D Fort Pierce, FL 34949 Minimum Building Dimension: 3 ft. Mean Roof Height: 30 ft. Risk Category: II Design Pressure Calculations Opening Location Device P g Number Zone 1[7Width (in) I Int 25 Device Height (in) 37 Device Elevation ice(,) 7 Max Positive Pressure (psf) 45.8 Max Negative Pressure (psf) -49.7 .--.--..-3 ------fit Int -- 96 --..---- 80 ------- 7 40.9 -44,7 --__ � 25 ----- � ------------ 45.8 ---------- -49.7 4 Int 71 32 — 30 - — 44.5 —_-__---_-------- 48.4 5 — Int 36 49 30 — 45.2- 6 Int Int 36 49 30 -- 7 -- 45.2-------- 45.2 en — ----- -49.1 gIF� a dA S AT OF : ,14 ONAI.EN.. Prepared in accordance wirk ASCE 7-10, Chapter 30. Wind Loads - Components and Cladding. 5th Edition (2014) Florida Building Code. Page 1 of 1 Vr ( DO l l two • i f V `! Impact Windows & Storm Protection Itc ec cRG331r73 6402 SE Federal Highway PH:772.40"200 i74o US Highway 1 Stuart, FL34997 FA)L 888833-0,67 Stuart FL 34494 Property Information Building Information Owner: Smith, Cheryl Wind Zone: 160 MPH. Address: 4235 Hwy Ala Unit 13 Exposure Category: D Fort Pierce, FL 34949 Minimum Building Dimension: 3 ft. Mean Roof Height: 30 ft. Risk Category: II Design Pressure Calculations J O enin P g Location Device Device Device Max Positive Max Negative g Numher Zone Width (in) Height (in) L Elevation (ft) Pressure (psf) Pressure (psf) 1 Int 25 37 7 45.8 -49.7 -- --- 2 -...---- Int -- ------ ._—..- —--- 96 80 7 -..__..-.--- - - 40.9 -- ------ .._.. -44.7 3 Int 25 25 7 _..-.:.--.. 45.8 -49.7 4 --- Int ----... 71 32 30 .. _-...-_ 44.5 ___..._.....-.- -48.4 ----- 5 ----- Int - - --- — --- ----- 36 49 30 - -- - 45.2 .-._..--.-._..-----9-- --- - 49.1 6 Int 36 49 30 45.2 -49.1 7 Int 7 45.2 /1 -49.1 ir .53 r T OF • �u. S AT OF : �-z �4 O R l V p'G�2O`• ,ONA, ,E kN %0 Prepared in accordance with.- ASCE 7-10, Chapter 30. Wind Loads - Components and Cladding. 5th Edition (2014) Florida Building Code. Page 1 of 1 toDoi- ncl1 Impact Windows & Storm Protection uc d: CHCt331173 6402 SE Federal Highway PH:772-408.0100 SWarq FL M997 FAX 888-833-oi67 -rtv Information 1F Owner: Smith, Cheryl Address: 4235 Hwy Ala Unit 13 Fort Pierce, FL 34949 * Ig I-OL47 FEB 15 2018 a- Luc��ty, permitting 1740 US Highway i Information Wind Zone: 160 MPH. Exposure Category: D Minimum Building Dimension: 3 ft. Mean Roof Height: 30 ft. Risk Category: II Design Pressure Calculations Opening Number Location Zone Device Width (in) Device Height (in) Device Elevation (ft) Max Positive Pressure (psi) Max Negative Pressure (psf) 1 Int 25 37 7 45.8 -49.7 2 Int 96 --- 80 ---- 7 40.9 --- —-44.7---- 3 Int 25 25 7 45.8 -49.7 4 Int 71 _ 32 30 44.5 48.4 5 Int 36 49 30 45.2 49.1 6 Int 36 49 30 45.2 49.1 7 hit 7 45.2 -49.1 Prepared in accordance with: ASCE 7-10, Chapter 30. Wind loads - Components and Cladding. 61h Edition (2017) Florida Building Code. Page 1 of 1 `Dori nel l li(f Impact Windows & Stuart, FL 34997 Owner: Smith, Cheryl Address: 4235 Hwy Ala Unit 13 Fort Pierce, FL 34949 Storm Protection UC A. CFIC133T273 t 1701-0)-4l 1,qu w nignway i Swart' FL 34994 ng Information Wind Zone: 160 NTH. Exposure Category: D Minimum Building Dimension: 3 ft. Mean Roof Height: 30 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device I Number I Zone Width (in) I Height (in) Int 25 37 Device I �'c Elevation 7(ft) 7 Max Positive Pressure (psf) 45.8 Max Negative Pressure (psf) —49.7 2 ------ - - Int - -----T 96 80 7 45.8 mli9-7 t 71 32 —49 30 Int 36 Int 36 49 30 45.2 -49.1 Int 7---4-5—.2------- 'n — ----------- 49.1 Prepared in accordance with: ASCE 7-10, Chapter30. Wind Loads - Components and Cladding. 51h Edition (2014) Florida Building Cad,. Page 1 of 1 toC Don nel l Impact Windows & Storm Protection �(�}� -�ja►� UC A CRCt331273 6402 SE Federal Highway Information Owner: Smith, Cheryl Address: 4235 Hwy Ala Unit 13 Fort Pierce, FL 34949 PH: 772-40&o200 1740 US Highway i Information Wind Zone: 160 MPH. Exposure Category: D Minimum Building Dimension: 3 ft. Mean Roof Height: 30 ft, Risk Category: II Design Pressure Calculations NuOpening Location Device mberr Zone Width (in) Device Height (in) Device Elevation (fr) Max Positive Pressure (psf) Max Negative Pressure (psf) I Int 25 37 7 45.8 -49.7 2 Int 96 80 7 40.9 -44.7 3 Int 25 25 7 45.8 -49.7 4 Int 71 32 30 44.5 -48.4 5 Int 36 49 30 45.2 -49.1 6 Int 36 49 30 45.2 -49.1 7 Int 7 45.2 -49.1 ST. LUCT_F COUNTY BUILD D ION ,p�O3 p REVIEWED FOR COMP _ � �O REVIEW _lye DATE —M g 3 PLANS AND PERMIT MUST E KEPT ON JOB OR NO INSPECTION WILL BE MADE. :•0' O 1 THESE PLANS AND ALL PROPOSED WORK O ARE SUBJECT TO ANY CORRECTIONS Ir. '•�Fs 4 o R IV.." N -:`b REQUIRED BY FIELD INSPECTORS THAT , s/pNp—ENo`` MAY BE NECESSARY IN ORDER TO �'" COMPLY WITH A66APPLICANCODESi t' JNCFALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILR Of THE CONTRACTOR OF RECORD Prepared in accordance with: ASCE 7-10, Chapter 30. Wind Loads - Components and Cladding. 6th Edition (2017) Florida Building Code. Page 1 of 1