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Notice of Acceptance
MIAMI•DADE MIAMI-DADS COUNTY � PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE RECEIVED www.miamidade.sov/economy PGT Industries,Inc. 1070 Technology Drive JAN �;;8 ' .:90 North Venice,FL 34275 SCOPE: 1T. LMCIQ Cs00 �pqrllr�� irtg_ This NOA is being issued under the applicable rifles 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"SH-5500"PVC Single Hung Window—L.M.T. APPROVAL DOCUMENT: Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM", sheets 1 through 13 of 13,dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product 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, LWIM 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 LJMJ of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. t?s NOA No. 17-0630.05 MIAMFDADE COUNTY Expiration Date: July 30,2020 / Approval Date: November 30,2017 1/ 20//7 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 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 fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal® spacer system, Super Spacer®NXTT"I 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 NDA 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 Stn 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 Mdn_ue1ye're74P.E. Product ControNEx0iner NOA No. 17-0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (coNrrnuED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(cot iNmED) 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 "SentryGias®(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 51h Edition(2014) and FBC 6`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. OTHERS 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 exp=g on 07/30/20. Man Pere P.E. Product Con rol E miner NOA No. -0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 ANCHORAGE ` ANCHORAGEEXXNPLE ESIGN PRESSURE RATING IMPA TRATIN_G EXAMPIE,Dp -,„L 28.118 MA}(.O.C.� 21S/S' �~ HEADER(IM. /-} Sd'MAX.BUCK WIDTH MAX.O.C. FORAR%(ITOP VARIES PER REINFORCEMENT URGE dSM tM(S— HEADER Iblµ 12'MAX FROMEAO�EW(S� FSORALL FOR ALL FRAME SEAM _ vH 30^ 1Y MAX. ./ LEVEL,SEE SHEETS 8.7 IMPACT RE STANT YBNOOW TYPES) I/ BHEE'T 3-' MAX O•C• // fiI-178^MAX,BUCK WiOM (I� B,SEE 30'MAX.O.0 ""� AEEE(" 12'— !f 1FRAME SEMS },�SEE SHEETS I r 1.tu• SN,SEE�.� tY MAX SHEETS FIXED VIRDTH _I / SNEET4-+- ()'MAX FROM BdB ' j1 LIGHT WIDTH ASEE' N 1Y MAX. B,SFE �...30'MAX I...,.1 SHEET I I FDOED SREET3�.Y l }-12•MAX SC*SEEF HEET 4 EQUALLY �( /7-T18'MA7L O.C. EQUALLY I I / pHs 17-7J8•MA'(,O.C. S EET31� A. l _ 1Y MAX. v� /• TABUSBil j/// SPACED I 1 f /J VI SPACED I ` ,__ GMT I / HEIGHT _1_ EQUALLY / / ANCHORSPFR I) 1 // 81.78' SPACED 1 1 17-IIB^ D.C. !� Q O MAX ANCWPS PER 0 8P 84" I BUCK TABLES&11 / 8Y BUCK -� IGHT MAX. HEIGHT MAXL1A54 x 10'MAX O.C. HEIS X 10'MAX,O.C. x 10^MAX. HEIGHT AS SHOWN EQUALLY i1MAX.O.G SASH j 113/4'MAX .C. - EQUALLY 'j//T 13.3I1•MAIf.O.C. EQUALLY _, / v 60'SI� SPACED / MSIBLE �_ SPACED �y/)-• SEE ANCHORS F4t ANCHORS PER j LIGHT ANCHORS P£R (j �_• TABLES X11 A� TABLES9-11 / HEIGHT TABLES R % A SHOM C A . •61?MAX 16.12'AWK 8.11Y MAX B 54'MIUC BUCK WIDTH B~_ NomCCK1 SASHoHSATEu SEE SILt WEE0. g -JN �CM 0� SEE SILL 0"'�-"- mw--{„ SEFB WEFR NOTCH OETAd$, y4'MAX,BUCK WIDTH NOTCH SHEETS UGHi WIDTH SHEET NOTC ETAL3, SHEETS gREET ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL ME SHOWN WITH EflUAL-LITE CONFIGURATION SHOWN WITH O FOR T p FL CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTA GEC TABLES.TION UPTO ANCHORED TFEROUGH THE NAIL-FI GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 76'HEIGM'SEE TABLES bit I— CHOR DIM NSIONS FOR THERCONFI ONE 1)THUS PRODUCT HAS BEEN DESIGNED d TESTEDTO COMPLYWITH THE REQUIREMENTS OF THE FLORIDABUILDING CODE,INCLUDINGTHS HIGH VELOC(TYHURRICANEZONE(MLNZ} GENERAL NOTES...._..„.,,.,_...... .........«.__i 2)SHUTTERS ARE NOT REOURLED WHEN USED IN WIN.BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE SPIN THE HVH2.THE OUTBOARp LTTE(CPP)MUSTTEMPEREb. GENERAL NS_._.........,.. -- 3)FOR MASONRY APPLICATIONS IN MIAMIDADE COUNTY,USE ONLY MIAM6DADE COUNTYAPPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EV ALD LITE(AP)MWERSOUMPEREOERN E, ”"" ASTM ON CONCRETE MASONRYUNIT5 AND CONCRETE WITH MIN.KSI PER ANCRORTYPE, FRAME,GLASS 8 ANCHOR OPTIONS,-«.__ 4)ALL WOOD BUCKS LESS THAN I-12•THICK ARE TO BE CONSID ERED IX INSTALLATIONS.I X WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,FLANGE d EQUAL LEGMOX_.3 DEPICTED AS 2X ARE 1.12-THICK OR GREATER.IX AND 2XBUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCX DESIGN INSTALLATION,INTEGRAL FIN d J-CHANNEL.. AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GLAZING DETAR.S_.____.._,.„,.___..._..5 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN,EMBEDMENT,INST.ANCHORS DESIGN PRESSURES..._........_......_.......,._.........8.7 SHOULD BE SEALED.OVERALL SEALNGR-LASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONNE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ANCHOR QUANTTTIES.... 0.10 8)1/4'MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. EXTRUSION PROFILES,._,--�.„.�.__... 11 7)DESIGN PRESSURES: ASSEMBLY&PARTS LIST„"_,_.,..,„,_„, 12.13 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM&I= CODES/STANDARDS USED; B,POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE STRUCTURAL d CYCLE TESTINGAND GLASS PER ASTM E1300. 42017 FLORIDA BUO.DING CODE(FSC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN.ASD, •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAOS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 31113%STRESS INCREASE HAS NOTSEEN -ASTM E1300-08 USED IN THE DESIGN OF THIS PRODUCT.THE IS LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITHOTHER -ANS VAFBPA NOS2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ALUM IN UM DES IGN MANUAL,ADM.2015 PRODUCTREVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDIGnON. -ASI&/00-/2 +-�NTEIB`-+mrk Piotidn 10)REFERENCES:TEST REPORTS FTL-7980&7868;ELCO ULTRACON NOA;ELCO CRETEFLEX NOAI ELCO AGGRE-GATOR NOIR ENEROI WINDOW AND DOOR PROFILES,LTD WHITE&BRON7FJLIGHTER -AIyC 380.10 Dul4ingCude SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAFWA NDS d ALUMINUM AL AwRKmm W 17• o.q5 11)APPLICABLE EGRESS REQUIREMENTSTO BE REVIEWED BY BUILDING OFFICIAL. Dft USER INSTRUCTIONS: RUPDATED TO FBC 2017.•JR- B�AaN 1r4mN1 ?0+•!D 1)DETERMINETHE SITE SPECIFIC WINbOWOFENINGS DESONPRESSURE REQUIREMENT FROM ASCE 7. Z. - '•,`ji�+ OBIOF)117 2)DETERMINE THE MOST SUITABLE ANCHORGROUP F0.0M TABlES20R3ACCORDING TOTHE INSTALLATION CONDITIONS. z* No.68705 3)XNOWNNGYOURGLA27NQ OFTiOM(TABLEI}.WINDOW CONFIGURATION AND SUE,DETERMINE YOUR WINOOWS DESIGN PRESSURE FROM TABLES 4-0,IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW Oaw+1PWrc 8A• OPENING OBTAINED IN I. [., I�.:z� ID7DTEaimmrDRlvE GENERAL NOTES&ELEVATION J ROSOWSKI 1}DETERMINE THE ANCHOR QUANTITY FROM TABLES&11.VERIFY THE ANCHOWSUBSTRATEWILMEETRECREMENTSFOR B �� N,VENICE,Fi-3427& YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THATALL MIN.REQUIREMENTS FROM THIS SHEETSETARE MET. go! TN4t D>fe; 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. ' SY•'•�.',OR10..: \�.` (W1}dBPiB00 /sIpNAL G� mPR 4N Pm,T SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTEDESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES OCHANNEL,FLANGE, /IN 1 1111 ALL�WBwNi6 5'vW/MoS-k Smc SAM. INTEGRAL FIN OR EQUAL LEGSOX) ALYN1S UIlI PE PE-S"05 CERT.OFAfTN.929M SH-5500 NTS 1 OF�13 MD-SH5500-01 RB C TABLE I:ALLOWABLE GLASS TYPES Fame Gaw Frame Frame 01ose Design Pressure s OptionsesContigs• 8hapaa Installation OpOons that maybe used TYDa Demdptlon(Usted ham Eatador b Interior) Table eheala Type .61 pg B) (see Table t) (ma Fig A) (see Flg C) 5 7/6'Lmmhwtod LO.:118-A Extedor Cap+7/1r Nr Spaes+yl6'Laminated;R)Ulm of iIV A GI a Wth.080•PVB lntodayer 4,5 6 „•Jnto 2X Woad Ft wA1uckca(p-nhoet 3,option l 5 7/e'LaMluted LG.:118'TExterior Cap+7/19'Air Spew+Sl1S'LaMrotad;(2)Lit..o/1/8'A Ga.Wth.OBD'PVB Nladayer 46 6 Epua4Ute, SQuaro'Rect., 7 7I8'LeMnetd LO.:118'A Exbdor CeD+1B'Nr Spaw+Ste•leminoled;R)Urea of UP A Gass*11h.080'PVB Toledo or 4 6 6 Fringe ThI.u�I the Game...Job GmcreldCMU-sheet 3,.Asim 2 Y 5-18 OdeOPreuien ArcRTap 8 d W xidoh� throe 1XBmksMp Into CowretelCMU-shed 31 option 3 5 718'LoMroled L0.:1tB•TExlerbrCop+16'NrSpew+5118'Laminered;(2)Lines.1115'A Glees with..D'PVB INadayor 4,6 6 ( ) 8Cttage Rectus-Top "' B 71W Lamknlad LO:118'A Eawiter Cap+7H5-Nr Spoce+118'Lamneled;R)Utes d 116•H Gcw with.09T SO mayor 7 7 I ....Into Mdel-sheet 3,optim4 ID 7!8-Laminated l.G.:1/B-TEstedor Cap+7/16'AT,Spew+5/1a'Lamineb.(2)LNea of 119'H Gass with.090'SG Inledayer 7 7 ...JntO lXWood Fnarldshet3..01-23,optiml 11 718'laMnold LG.:118'A Fst:.COD+1B'AV Spaw a 119-LaMnsted;R)Lit.o/1/8'H Gase W1A.090'SG nbdayer 7 7 B.1 1 Epurionam SRu lr Tap t,Through the frame....Into ConemldCMU-sheet 3..pion 2 EoueFLeg 5-16 Odel/Prewew AmRTapB cum Wd....... th-gh/X Bupkstdp Into rc .esw U-sheet 3,optlm3 12 7/0•LamWted LO.:11B'TExledor Gp+18'Nr SNos+118-LaMneted;(2)Utas o/1187 H Or..Ikh.09o•SG Inbdryar 7 1 (a4) aCotlepe ReGw•Tap 13 7/9'I-Inatd LG.:1/0'A Eated.r sip+S/1B'Nr Spew+7/18'Lamlreted;R)Urso.13118'A Gose Mr ABP 501Madeyor g 7 ...Into Marti-shod 3aA3 um 4 14 7/e'LaMond LO:118'TExtedor Cap+116'Air Space+7/16'LamWtW:(2)Utes W3115-A Gess wdlh.0BV SO Intodayer 8 7 Though Me ...1nb 7XWod FrerrhdBucksMD-shad 4,opum5 15 718'Laminald LG.:3f10'A Estado,Coo+114•Nr Spon+7110'L-W r eted;R)Urea of 116'A Gaw wM ABO'SG W d.2-1 7 7 ,FChennsl E&Pr Me, Arch,Top& Wegd Lp-•--•- •-,Jnto Metal-sheet 4,Optlm 7 M1 5-B Odel/Predsw Arc..Top Through the tent,•,•,Into 2XWoDd FmrndBueketdp-sheat 4,opdm6 18 7/8'lamlreted LG_115'T Exterior Cep+114'NrSpew a 7/18'LeMnald;(2)Utas d3118'A Liege WIh.OBP SO ntedayar 7 7 ( 1 8 WBepa Radw TW d the vddwr..........Inb Meld-'beat d,option B TABLE2:ALLOWABLEANCHORS THROUGNiHEFRAME 'GWSS TYPES 6,7,0,11,13 - L1EfiUT5r_T0,&P T-gh the ....Into 2X Wood FramdBuckstdp-abeel d,option 815 MAY NOTBE USEDM Eprdille, Integral 6n...... ,,.into Meld-shed 4..pdm7 Group Anchor Substrate Mln.Edge Mtn. Integral Fin Olstan.e Embadmenr •THEMVHZ ABOVE 30. (R3) 9-6 O1 C.11 ewTh-gh Ne tamsd College ....Int.2%Wocd FmnefBuckerdD-Brod 4,option P.T.Southam na(SG=0.5 7/8- 1318- dlhe wUMow..••••...Into Merl-sheet d,ap6.8 M70 SMS Steel,A38' 16' 0.050' -MIN.OF3 (steel,108 S.S. Sbel Stud,A663 Gr.33• 318' 0.0451'(18 Ga.) THREADS .,4103.3.) BEYOND THE FIGURE A:FRAME CONFIGUR/1TIDN5 FIGURE B:FRAMETYPES 'A'-ANNEALED A Atumhium,6063-TS• 318- DASD' METAL -M=HEAT STRENGTHENED P.T.Southern Pine(50=0.55) 7/16- 1.718• SUBSTRATE. F77 _•TEMPERED O 3 116'aleel Utlmom Cmcmle(Mn.Z65 ksp 1' 1318' -PVB•=AAO-TROSIFOL®PVB VNGROUTED �/ BY KURARAY AMERICA,PIC. Ungreutd CMU,(ASTM ce0) 2-11Y 1-114' CMU*VALUES P.T.Southam Pina(SG=0.55) 9118' 1.V8' MAY BE USED -SG' .090'SENTRYGLISO 012 SMS Steel.A38• 318' 0.050' FO GROUTED /1 JCHA�SNaaNOOEL BJTEG7RA�LFW INTERLAYERBYKurtNUY (sled,188 S.S. Ste Stud,A853 Gr.33' 18' 0.0451'(16 Oa.) APPLICATIONS. ,/ O O LJ r B or 410 3.6.) Aluminum•6063T5' 18• 0.063' 114'steel Ulbocm P.T.Southam Pie(SG=0.65) 1' 1318' EOUAILUTE ORIEL COTTAGE V4'nleel crerenex P.T.6oM5em Pine(SG=0.65) 1. 13Ig' FIGURE G FRAME SHAPES 1/4•steel Aggre-5ator P.T.Southern Pine(SLY0.55) 1' 1310' - {BUCK WIDTH -�{BUCKWIDTHI---+IBUCKWIDTHI-- FLANGE BO%OR EQUAL-LEG 1l4'steel Ultracan Courete(min.2.85 Ks) 1' 1314' TM T ' C Ungmuted CMU,(ASTM C-90) 2.117 1-1l4' Material Min Fr Mlrt Fo 114'steel CMteBex I Concrete(Mn.3.35 kat) 1 1' 1314' I �j kTk �j Steel Scow 82 bl 125 ksi 114'areal Ultrecm Concrete(M n.2.65 ks1) 2-112 1314 i 5 18.8 Scmw 60 kat e5 kai 1!4'steel CretoMx Centrale(Mn 3.35 kap 2-1/2' 13/4 r0 z w 410 Scorn 90 kat 1 fO kat D Ungmuled CMU,(ASTM CSO) 2.117 1-114' J i Ek:o Ag rw4olol® 57 bl SB ksl 1/4'steel Aggre-Odor C°ncrete Mn.3.276 ksi 1.117 1 g' /� / Eke UftmCorO 155 ksi 177 ks1 GmMd CMU,(ASTM CSO) 2' Z RADIUS-TOP 1 ARCH-.TOP 41065 Elco OSlaFbx® 127A ksi 188.7 ksi 8083-15 pMndnm, 16 ksi 22 kal DOW WINSHAPES AS ABOVE Oh SIMILAR ARE APPROVED.SHAPES MAYBE USED A38 Steel 36 ksi 66kei MODUCTREVISED TABLE 3:ALLOWABLE ANCHORS THRGIGHTHEI GRA-FIN BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES G1.33 Steel Std 3J kU 45 keI eampL7sdl Ne Florida (3rollp Anchor BybpryM Min.Edge Min. AND ANCHORAGE FOR THAT BLOCK 512E FROMTHE TABLES ON SHEETS 610. DA onmdgeo Dletenm Fmbadmanr oma E 2-1lZ x.131'Cammah Nail P.T.SONhem Piro(SG=.55) 1B' 2-7/16' X11 Y LYN ''�� R"'d°"r pN..,.,,N y/ - ANCHORS RE-GROUPED. 2-1rY WrrpahaNL Rmirp Nal P.T.Southam Pine(SC-55) 18• 2-716• 4'r:•'�}eENBE•,l/; BY nage Product - P.T.Southern Piro(55=.55) VY 1-15- Y,;' •,'P�� -JR-06/06/17 810 Trwchod SMS No.59705 Numirwm,e083TS 18' 0.050' (steel,IBB S.S. _ seer: O'mae Sled Stu.Gr.33' 1B' 0.0451'(18G.) DSA F «atos.s.) sleel,A381 18• 0.050' 'G (,yZ 11ZZ MVEN]CFFLL34276 E GLASS/ANCHORS/FRAME OPTIONS JROSOWSKI 'MIN.OF3 �p rT,•' N.YENILF FL 31276 P.T.Southern Pire(SG=.55) &18' 1318' THREADS ' TE 0 !(!� DSc. Ovta 012 EMS Nunlmm 8003-75' 1B' 0.083' BEYOND THE RORIDP;: (811}1681500 ''••......•• G SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Abel,188 S.S. sled stud,Gr.3r 18' 0.050' METAL �'�SS/ONAL E�, `` sono: s+.h a ams.s.) suesTRATE air 1J�IdI�arJa "+m" D SH-5500 NTS 2 OF 13 MD-SH5500-01 B Steel,A78• 18' 0.650' P.EJ 58705 GERT.OF AUTH.Y1B2D5 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND I% INSTALLATION DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETEfCMU. OPTION EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREOTHRDUGH EMBEDMENT FRAME[ 1/4'MA%SHIM 18 114-MAX SHIM �+— 7 FRAME ORBUCKBTRIP. -� SASH VISIBLE 17 BEE NOTE 2,THIS SHEET. EMBEDMENT �j EDGE 1B LIGHT WIDTH DISTANCE j EDGE FLPNGE FRAME �1 DISTANCE SHOWN 44 BALANCE TYPE VARIES TYP.ANCHOR �11d•MAX TYP.ANCHOR TYPE, 42 WITH SASH o •• :L TYPE. EMSSHIM ANDE D EM 7Y P.ANCHOR TYPE. EMBEDMENT AND1CNT 30 AND EDGE 2 EDGE EMBEDMENTPERS EDGE STR DISTANCE PER 31 EDGE SUBSTRATE DISTANCE_ L 2.SHEESTRA7E, SUBSTRATE. DISTANCE SEE TABLE 2, SEE 2,SHEET 2. SEE TABLE 2,SHEET 2. �o E%TERIOR 1B _ B7 SHEET2 T ' FIXED VISIBLE d FIXED 18 201 OPT.SASH TOP FLANGE LIGHT WIDTH EQUAL VISIBLE LIFT RAIL FRAME 2 _ILEGSOX LIGHT BUCK WIDTH FORA1LWNDOWS: NOTES: SHOWN FRAME HEI°HT I ANCHOR®ass' HORIZONTAL SECTION A-A 5H01YN L 1)USE ONLY qg 21 CENT FROME. AND AT SUBSTRATE-APPROPRIATE CENTER ANCHORS LISTED ON TABLE 2, 22 FOR WINDOWS SHEET 2.FOLLOW EMBEDMENT AND OVER36'WIDE: DAD APPROVED MULLION,FBC COMPLIANT ALUMINUMSTEELEPROPE FRAMING LE STEEL STUD. 72 p A00 ADDRIONAL EDGE DISTANCE LIMBS.ANY MAY BE VERTICAL OR HORIZONTAL BEE SUBSTRATE PROPERTIES TABLE 2,SHEET 2. SCREWS®i6-3/6- INSTALLATION OPTION SHOWN MAY 14 46 d6 d7 BE USED ON ANY SIDE OF THE 36 FOR WIFROMENO.NDOWS WTRI WINDOW. 114-MAX 0 n BOTTOM LOCKS: SHIM CIDOR RRILUNGL N4-MNL BUCK (� 0 16 ADD ADDRIONAL USED INTO ANCHORS MAYBL SELF-05),SEE SHIM HEH31(f SCREWB®&3/8' USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 65 T— FROM END. SHEET 2.ALL WOOD BUCKS LESS TAB 2. 30 THAN 1-1a"THICKARETOBE SHEET2 - SASH CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS S6 16 DEPICTED AS 2X ARE 1.10THICK OPT USE EITHER OR GREATER 1X AND 2X BUCKS LATCH OR (MEN USED)SHALL BE DESIGNED es BOTTOM LOCK TOPROPERLYTRANSPERLOADS TO FLANGE EQUAL INTER?OR 81 31 30 80 'TESTED UNIT THE STRUCTURE WOOD BUCK FRAME LEGIBOX WEEP LOCATIGN:MIS' DESIGN AND INSTALLATION IS THE SHOWN �o FRAME NOTCHESAT 80 FROM SASH END. RESPONSIBILITYOF7HEENGNEER SHOWN o EACH END. OR ARCHITECT OF RECORD. EXTERIOR 8 gg 3)VISIBLE UGHTIMDTH OR HEIGHT INSTALLATION fl INSTALLATION (ALSO REFERRED TO AS DAYUGHT OPTION4 V OPTION4 PRODUCTRB`nBm 67 OPENING)IS MEASURED FROM °1 ,#,M�8K.F1>� 11d'MAX SHIM BEADINOTO BEADING. ANCHOREDTHROUGH ANCHOREDTHROUGH pwww Cade EQUAL-LEGIBO% ` 1111 111 I I I j, E INT°METPI. FRAME INiD METAL Amym' - -�.A1 O FRAME SHOWN oGUG Rpfeian 4�ON'Gen N��! °y ST%11S 11 9E•.••�'• Mian Dodo Produp .,iJ NO ANCHORS WEEPHD� '• REQUIRED IN VISIBLE LIGHT FORMULAS •,.No.66705 'P'- WICOVERaK(B FLANGE OR 2ST'FROMEQUAL-LEG WIDTH — EACH END. _ FRAME SILLS SASH:BUCK WIDTH-&tli Dveafpem: Devon By. FIXEDLITE:BUCKWIDTH-0.918' =p 6( I � 107°TECHNOLOGY DRIVE FLANGE&EQUAL-LEGBOX FRAMES IJ;' 1 • �O� ST TE OF (V. N.VENICE.FL 34276 HEIGHT(EOUAL-LRE) (K` '•.fYORIDF•:'���� (891HB0•iB00 1MO1 VERTICAL SECTION B-B BUCKHEIGHTR-3ISH6 �'',SSiaNAL ENG, o,u SINGLE HUNG WINDOW INSTALLATION-LM 05/15!15 ''7jlllll11111111 ALLWOK1B nvFO SMnNoGC Scvlr. IS— &--9 No. Ror. A LYNN M6IER PE. SH-5500 NTS 3 OF 13 MD$H5500-01 B' PFJ 56765 CERT.OF AUfli/18786 i INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 8 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL N I+ WOOD FRAME OR SUCKSTRIP.SEE INTO 2XWOOD FRAME OR Fr EDGE DISTANCE INSTALLATION OPTIONS EMBEDMENT 2. ANCHORED THROUGH INTEGRAL If EMBEOMENf NOTE Z,THIS SHEET. BUCNSTRIP.SEE NOTE THIS SHEET. FW INTO ZX WOOD FRAME OR O 114•MA%SNIM 114'MAX SHV BUCK-STRIP.SEE NOTE 2.THIS EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE. SASH VISIBLE L� 17 J-CHANNEL EMBEDMENT AND EDGE iB LIGHTWDTH - FqA(' DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 2,SHEET2. (SCREW SHOWN) 44 BALANCE EMBEDMENT �-y—� TYPE VARIES 0 w �11d•MAX SHIM 42 WITH SASH o TYP.ANCHOR TYPE, EDGE WEIGHT !id 1 DISTANCE 31 EMBEDMENTPER D EDGE SUBSTRATE.DISTANCE P,SHEETTRATE. J_ BEE TABLE 3,SHEET2. TVP.ANCHOR TYPE 18 (NNL SHOWN) 67 EMBEDMENTAND SUBSTRATE INTEGRAL DISTANCE PER SUBSTRATE L� O I FIXED VISIBLE 3 FIN 3. FIXED 1B 201 OPT.SASH TOP JLHANNEL UGHT WIDTH SHOWAMEN SEE TABLENSHEEP 2. VISIBLE J LIFT RAIL 1 NNL SHOWN) LIGHT FRAME HEIGHT FORALLWINDOWS: NOTES: SHOWN BUCK WIOTM I AN aB 21 FTHOEXMENDANDAT SU95TRATE-APPRDPRIATE HORIZONTAL SECTION C-C D 1 22 FORWINOOWS ANCHORSLISTEDONTABLESS83 OVER36'WIOE: OF SHEET 2.FOLLOW EMBEDMENT 1/4'MAX DADE APPROVED MULLION.FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 0 ADD ADORIONAL AND EDGE DISTANCE UMTS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES.TABLES 269.SHEEP 2. 45 46 47 SCREWS®1ti318' ""N OPT'SHOV2N MAY I 14 O FROMEND. BE USED ON ANY SIDE OF THE FORWINDOWSWRH WINDOW BUCK BOTTOM LOCKS: #10011012STEE114'MAX. HEIGHT Sp 0 18 ADD ADDITIONAL 2)MASONRYANCHORS MAY BE SELF-DRILLING I SHIM SCREWS ®1Y1�8' SHEET 2.A L OOD BUCKS ES 2, TAB ES 2'83, I SHEET 2.ALL WOOD BUCKB LESS TABLES 2 6 3, I)5 30 � FROM END. THAN 11rZ-THICKARE TO BE SHEET2. SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE IX WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER SUBSTRATE.W000 BUCKS 1S LATCH(SHOWN) DEPIOTEDAS2XARE 1-Irl THICK OPT BB L LORB SHTTOM 7) I OR GRFATERIX AND 2X BUCKS Q 65 TESTED EETNIT (WHENUSED)SHALLBE DESIGNED FNS 30 63 TOPROPERLY TRANSFER LOADS FLANGE REMOVED INFIELD INTERIOR B7 31 LO CATION:61�r To THE STRUCTURE.WOOD BUCK WEEP FROM SASH END. DEBIGN AND INSTALLATION IS TIE I NOTCHES AT gp RESPONSIBILITY OF THE ENGINEER IME NTEGRALflN o o EACH END. NOANCHORS OR ARCHITECT OF RECORD. FRASHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION' I 7 SILLSIFANCHORING 3)WSIBLEUGHTWIOTHORHEIGHT INSTALLATION THROUGH FRAME. D SOREFERREDTOASDAYUGHT 6pTION7 OPTIONS PRODUCT REVISED OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL s' TdYI^81n1K Hh F2KMa INTEGRAL FIN SHIM BEADING TO BEADING. 1111111111///INTEGRAL FIN INTO METAL (INTEGRAL FIN/FLANGE REMOVED) A114 MAX nx4mpMnm lb/7 O5 FRAME SHOWN O Alke— scan DKe 7 I 2rXI.WWEEPHOLE o �` 1�: ICENSF'��// i Fff- DISTANCE BY OFROM ER H END.36 FROM EACH END. VISIBLE LIGHT FORMULAS Na.58705 TYP. CHORTYPE.EMBEOMENTANDEDGE EOGEDIjSTANCE V907H - Omntpfbn.PER SUBSTRATE, —1 �SASM:BUCI(WIDTH-G-Ur �A'•. 6 I2 Q: SEE TABLE 3.SHEEP 2. —.y EMBEOMEM ®PULED LRE:BUCK VADTH-438' p B'rArED r•'•t/J�1070 TECHNOOGYDRNE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI "�•. �/` N.VENICE FL34275 (SCREWSHOWN) p HEIGHT(EQUAL-LTM) '�lClp ' ORIDP,.:•�`� 1}4861800 7Wa INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHTQ-3.16/16' �'�/,S/pNA�gt��?.`� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN 1............11 1 1 1 1118 P6TPmIalRF4uG SVW/ib4e8 Swlr 1'4 �aC Dmri+y Na Rx. INTO 2X WOOD FRAME OR BUCK- A.LYNN M81Ei.P.E. AUW a11FaFnWn SH-5500 NTS 40F 13 'MD -01 B STRIP.SEE NOTE 2,THIS SHEET. PEA 68705 CERT.OFAUTi.ft. 7B'NO7B'NOM. -�{ TB'NOM. -�{ 7B'NOM. �+- -�{ 718'NOM. I-�- 5/16'A/A PVB 6/16'A/A PVB I 5116'ALA PVB I 5/16'A/A PVEI I I 5116H/H SG I I 7/18'AIR SPACE 7116'AIR SPACE 318'AIR SPACE 318'AIR SPACE 7116'AIR SPACE 118'A_GLASS 118"T GLASS 3116'A GLASS 3/16'T GLASS 1/8'A GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR E3--X Ta 16n Tana o-Ta a>a GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 TB'NO71W NOM. -�{ 1B'NOM. -�{ 71ffl NOM. 718'NOM, 5/16'H1H SG 5116'H1H SG- I 5116'HIH SG 7116'A/ASG I 7/16'A/A SG 7116'AIR SPACE 3/8'AIR SPACE 318'AIR SPACE 5116'AIR SPACE 5116'AIR SPACE 118'T_GLASS 3/16'A GLASS 3116'T GLASS 118"A GLASS 118'T GLASS aEXTERIOR aEXTERIOR <3 XTERIO aEXTERIOR aEXTEMOR naTa E Tata Ta'Ta GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 --.{ 718'NO7,AVr 7/16'a_A SG I 7116-aA Sc #76 NOM.GLASS GLASS TYPES 9THROUGH 1/4'AIR SPACE 1/4'AIR SPACE E TYP. Ile nwr Nor BE USED 3116'AGLASIB 3/18'TGLASS WrrHJ.CHANNELOR 7 •INTEGRAL FIN FRAMES aE%TERIOR aEMERIDR GLASS TYPES S.7,9,11,13 Tana 1a78 31816 MAY NOT BE USED IN EXTERIOR THEHNO-ASOVEJD. wwm LT�mIMFWrWl aGLASS TYPE 15 GLASS TYPE 16 Bandng�3a *.: No.58705 %' '�. � ,, GUVJND NOTES: = .� •'*- GLAZING arom BY. TYP.GLAZING DETAIL W HEATTS ANNEALED J1 I '�� iDR 7ECHNOLOQYORNE GLAZING DETAILS J ROSOWSKI RVB'M.09' 0 ROMFOLD PVB BY KURARAY AMERICA INC. �T'•, �T TE OF (V�` N.YQIICE,f1M273 7M,. SG'-ow SENTRYGLAPBY KURARAY AMERICA.INC �i(CS'••,fOgIOP•,•• ���� (81114861600 s, ••• <J� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE I,SHEET 2. �NALLE LS � REaa�a� s w/Nm smx: sn..o OrnNO Na xr.. A LYNN Ne LER,PE SH-5500 NTS 1 5 O 13 MD-SH5500-01 B PEA W705 CERT.OFAUTK129296 TABLE 5: BLE 6: TABLE 0: ar.ryw earwewn •.h>.. D..qn Pres.un,E.AT' a o.•roa*s>w• Ynwpe xkA vw..ar..m.n• a.Yhwrn . D"1pa Pwm Eb51' G,Sla1 blK ta..i tLw®wra>r brp erJ All. J.501D •85.0 te+ A]E •85.01.70.0 b EH E>w•• •etA b For.e.Hm.a.m.bw suwat]vp u.eii.yY o •mo .� RE Ea.w. taem•+u�e •aso o •mA ro.a SEE TABLE B,SHEET 8 FOR m tun•+Idm •e A aao SEE TABLE tO•SHEETBFOR ANCHOR GROUP AND QUANTITY. MYR� aeY-nd o •mA .mA .rna ANCHOR GROUP AND QUANTITY. um]. AY.2uY w c>rA+. aap Y.mr.nsm a ono ws.o aao cue.emva man.me .ndo •>+ no w aao Yvr.ua aao JAMB e HEADER ��� xuem tecaaIimu..sa.9EaE.Emwrrrwr.W>..>eww..eareeYuswonrPlmrm.mbI+apatmae•.,ul.v.w.00.•.. mmmnxnaaaaanrInat+..d,..aammmeaam]ms5mennnnn1Rinnrii1l.••.•-•-•-----.•.aasmu]anvmmm�n+aIvubddmd�aaaemuenwmur++uw�aaeeeeer •�ww.wsww..nemS3uaslaaa D oov ---•-.•-.mm> mroRmmmma>oeovvaoa .•ww.••••.•w.emmemmmmmmea!sL bA.aDAAAAeAa a.--maa-ia..a-rammmmmmnna>na 0 0ooooAaAoaa JAMB _DR � 'r EO oe HEADER a Ir 23 MEETING Q R AIL 20 27 awwamavo 23 NEEETEN SA- SH4SAH n HEIGHT Ln.Heie m0 HEIGHT 23 auY.a In.+. .ma $ILL m men.a.sie •A > .eeA a SILL +l.lfi-a +>.ay. uen-nste w! -mn •md ant ;N-l' a •aa•10 -mo — m EMYI• 11.ee..t].ei3 -ma w1A <53 9.a11••+bY -m a0 •ND -m0 mlli•]v.0ie w3A •mo wla a6 e EVWA• mall•TbY •ES M+D aaA SECTION DETAIL FOR WINDOWS WITH rs ..I. aeo•]x.me .mv .m •mn -lav SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5.6,7&8 D..•.aa• msn.v].au _EE mo .mA ar.! LEVEL R2 REINFORCEMENT&GLASS TYPES 5.6,7&8 (REINFORCEMENTS SHOWN M FIGURES ABOVE ame.t aero-adY .Bio -mo .m0 aa0 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLYTO ALLFRAMETYPES& Epwu en ar A APPLY TO ALL FRAME TYPES& CONFIGURATIONS) M w•6a. men•Seb+e .aao _ CONFIGURATIONS) s>m.a leo+w am-mbu •e!A PRODUGT REVISED W.m -Mb4 a -m0 •m0 aaa a+mmWF�e wilb ll+e Fla.iQa SEETABLEI0,5NEETBFOR A`_ •ra0 PAND OUAN7ITY. B�IdiAB C.& •'MIN.SASH HEIGHT•WINO WA IbN7 50.130 7'P���J �i]%w_ Dtla s+lU ` 4;•LICENSE'•���' N9D I - #.: NEI.58705 •. NOTES: --TJ i LL ® 0eaulptlae w>.a By A �' •�� 10TOTEC3INOLOOYDRNE DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRALFM. .• ST TEO 717 N.VENICE,FL]1275 ''.�1DRIDN.'•���� r- 2) W.' DAIS 2)FRAMEDIMENSIONS ARE BUCK SASH HEIGHT IS A9 PER THE FIGURE. ',�asS7ONAL ENG �1oalr SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN /III IIIIIII 1'nfSOamPQNG y�vMAyS Saale: OmNnp Na R.r. ON THETABLE. A.LYNN MILLERPE. AUlamrtal>�,� SH-5500 NTS 60F 13 MD-SH5500-01 B P.FJ aBT05 CERT.OFAUTH.RBAB TABLE Duan BDp.6.n. -_ OCN➢le-_-_ TAB B oTama+o- Apart,91gA' cHWTn1 Bmpn6W iarylmbi4,n MBt0d1l � 16616 irq[MWmrym Bm11HtOd Onge➢rrNnmdfi3 wcl:pr 1Pq.o3tn9r. www .-`""._moi^,,,,,W wm,yH'^- ulu 5...1 +pwowmx waorw wrgD.eW rna` It,bn91ioPn R Emapi• pma0 •••tl R I> » ) wpAH elm,s ttau 1, nom H410 w0•110. 11"Ito 4tA11. .TOA-110.6•140.1169•1110 rmae•Rv a6 ipgtOUEp+ M5n•taem. •1100.•0..0-nno•HID•11W•'enp•H0.0 O,pug0m,0, ta31T•T07.N40•1140•iA0 610.0•m0 aAo+11.0 n 0.0..a.'Ito•IDA•tl00•RO.1tp.0•i 0•110.0 T a EOpH, 146m.11dm+ D.11W�T1.0-1140•R rW.-1110.0 M EWN, 1.8].f.dv •>0.0-1140 Nno•,00+160-110.0-0.0.1 0.?to-11oo•Intl•iHI0•]a0-1140•RO•110.0 bYpsd Prow tt)n-ttdm+A atW•ipA-1m.0•R .IAO•An atW tiapg9PieNr 11.>n-itbm«}0.0-110.0•RO mop•m0.•1140-no-i 0•Rp-519.6 w10•trop+m -110.9-n0 Tar a6n-x70p R 0.p+RO m00•R .naa•rota-110.0 A./11.13]01 •10.0-m.•m0•110.0 'To."t0•10.0•Tu n.0-11p,0•T0..•110.0+Ino-Han mo-110.0 HEADER 6YpP.OMIW mpT•pSm• .,m0•b.0-1160•Rp.Y1W+ .110.0 i➢uitW I:A,W 01.pat1 •rao-f10.D-¢0•1140 N40-1140•rao•110.0•>0.0-110.0•ino•H0.0+JD.O-1100.•1110•n 26 ASS 8Ppa8u ttEit-AOR Ro.itW•m0.-tom+ x20 ASS FWee, Ib4J•mAr•119 610.0•m o•m0-nno 71-1-33 •Hn0•RD•imp•110-110.0•m OMo BWgNPmpp rlelr•t1Ai. •m0.•11W•0..0-110.0•R.1tp0•RO-t,po oq,gP,Wn+ 11511.11!11 +109-ttpa;Too•110.9•}0.0-110.0•m0-1160+10.0•11110•10.0•n D+0..O-110.0•R.o.110.0 619nu1 Rtn•rl/w TAR a1W TAD-110.0•1119.m1A•mD•tTo ®BMIn 11!•1431/1111-n0.a•RO•t 1140•Itpa+10.0•nno rA.O•ttTo+r 0-o•1714,•10o..to Tri+ ?;m3-».»t •AA.troA+mD 0•Ra.pia.RO SOA Tt+M 0..83-hitt.m0-1160•Ro•1160•m0-119.0•Ro•Jena eR0-1146•m9 1110•R.o C}0•To iaD x011-».413•AA.t D rmA.1100.•rW.11¢0•enp-Ilnp Open e¢, m.sli.xlbBi+0..O m0.i•RA•+10.0•140-naa•10.0.11a.rIt.•1160•m0•110.9 rt0.p•0.'a•"t•110.0 4WrW EmtW n/0.-xdw + .nno.ma atW•iW.n0.a•119 61119 dum.9wu. mn•x5u •mo-10.9.rob mao•>W.1ma•rad.1 .•raa•++0.a H4C•n0.a 0.d-tmo nno n MEETINGRAIL p Egpaw mhT-aaq• nDD•m0.610.4•ms•t1W+R .iIW Esgn. RsIT.Atte•110-110.0+Rp-11¢0.rao.0.¢n+rao m o•R.-110.0+R1•tiao+m0.-110.0 H0.n•nno 2T mW�OPmMP 11.011-m6q•A.1100.•0..0-1140•m 0 0ogx9Ppty il-w is•10.0.110.0•T0.a•1104•10.0-110.0•>¢0•n I rR0•1,0.0•RD•nno w1a-110.6•r0..•110.0 CSobnbtl 5!!111.1161/+rW.IOA•m0.-naa•m0.41W•m4 4140 S]p,g8a1 11311-1!110+0.p-trap w60 atW+}0.p.110.0•100-slag«RO•1HIo•m0-1Ao Np9•ima;I"•IRP 6b[.m ._LU.•roD 110.0•m0..110.0+RO.lento•RO•rA0 [MLq n.mT•1.410•110-1100•Rp•110.0•RO-0.W wa0•nno "o.1-tut•roW•nno•Ra-tR,O•R0-rod �j O Tpr ]l.Om•AH1 •m0..1100.•mo,m0 •RO.050•RO .m0. 1taW )neat Ad+t rra0-n0,p•Rtl.11to rmo•110.0-10 mao•RO 410.0•m0 oot+RI 1110 •m0 10.0 A.pdffmlp, S151t•91.•R:m0..trW.m0.-510.1•Rp.itnp•enp•tA0 2pdv0Opna xsi}-JUm•RA-t+0.0•m0.•1140•0.p-nno•m0•nno•m0-1040•R.alta+110-5m0:m0 roan JAMS 26 E.p4 R»t-a0b TAA.IAD•rao-nno•m0.110.0+m0.tm0 FAN. x»r•A!m-110-nno•RO•1160 Vika•1110 V¢p nt¢p•R0•110.0•RI•nno•RI-H0.0•RP.1160 8 eWMrwA.. 11.611-m/1a•AD•11911•m0.1,10•RO.1160•m0•11¢D u 9wgtlPeHd n.sn•ASm.1to-tto.D•mp.110.0+m0-n0.D•)0.0•nno w0.o 41oa•R0-nn9+R0-nno+RD•nno ,m�pmp SASH AnwDm. umr-ultd•m0.pion.ma.nno+Rp mnD•mo-rno op2u6w xm.ttstd wao-nno•rota.nn.+mo-n0.a.mo mn0.Ro-t+ao.m0..nae.ma-nno 6119•1Ao �Yi:', HEIGHT Pm.,nd4. +amt-uAm•ma.neo•m0•vao• .nno•mo axi9 opaDla. mdtT•w0.•me-nno•mo alto.env-r1D.tl•rno.1169•mo-11aP•mo-naa+mo alae•enp•naa g adp.H nlrl•usm.mD town•rota-noo•TW.1mo+rao.naa 8 iaamq nm-cadre.rao-0.¢o•mo-1,9.6-Ro-nno-no.119.9 woo•naa•>to.0.¢o+mo•nap•Ro.nno SECTION DETAIL FOR Tap dsm.usm•ma•fmD•rag naa•m0.as•RO ia0 Aar nas.usn+0.a amo+rao amo-1 To-Han.m0•nno•rao-naa'no naa-can+mo cap WINDOWS WITH fip9.dauo: too"..or.ma amo.T.O.1IW•m9.trap.Rp-rmo 2wnpp.p, x/n.]TlDr•Tao-nno•R.o•nno Tena•van•ino•nn9-W-non-110•ran•m.-nno•mo•nno LEVEL R3 REINFORCEMENT 26 T! EWN. IlSIt-xhtl•m0.6109•m0.61110•RA.11110•RO-IAO $ FAA. a»}.xbtd-110-110.•0.9 ITIo-0.0-IAO•R4•Ha9 rm9-nno•140•ttpA-¢0-n0.p•RO•H0.0 oPmmep. Ren-adu•ma arca•m0.amo.: D Veno.+Aa aa,meD. m0.:.psle Ha.P-nno•ma mato.Rp• Hoo+roto ma.a &GLASS TYPES 0-16 mm5 vao•RI mag•rao ma,o 0116.n0.p ata- aWMrwarP ,ami-Adm•m0..1tW•rao-nag•m •Ra•trop Svm..wim nm•mste-no-110.0•enp 111111+YnO•u0.o•m0•nno•0..o-n4o-4a amo tont-110.0•enp map (REINFORCEMENTS SHOWN SILL OPas6Sd +1hJ-n65/•iW•i moo •m.0-+m9• ab rA9-f1W Y em6a. nAi)•n!H+0.O-110.0•rod•1tpA n0.a-410.0•rap•1m9•RO moo•rob-THIO•110 afW D tl0.t IN FIGURES ABOVE APPLY cwmn6l. ,zmr•u.S+e•AD•11.+m0-1160•lao-1160•mo 41. Opeme¢ n.Hr•tiSid•m0-H4a•rah•tt0.d•m0-H0.0+rno•1160•rao-naa•mo•110.0•10.0-naa.10.0•110.0 TO ALL CONFIGURATIONS S+cnpr ,L]0.•V.bm •AD.1190•RO-1140•RO.1140•RO-110.0 6naMn' 1LDJ.talo-110-nag-pe.11to+m0-110.0-110 naa+enp-1149•RO M0.0-0.0-1140•R ) T•Yt wOn-.Sd4•mo.11¢0•m.9-tiW e p.tmD•RO.1160 Tgda w9n-trdY•idD•1148 o tm9.rao-0.0•m0•ra RO-nag+Rp ima.top-tR0VQO•ffi! eYpd"O9ge Pt91r-Stem Veno.IrOD+10.0 n1p.0•1110.110.0•m0.110.0 Pg4'ticaTw 11.Sn•n510 rmo•H0.,•RO Vito,.mo-Hae•rno•Hno•m0•n0A•m0•t 9 rR0_1•JOA•IDS EOp2, x517-t,.5+p •AD.Imp•m0-11¢D•RO.110.0•RO-,IW 2 EW11YI x0ln•hdtl •110-110.0•m M60•RO-10.0.0-W•110.0•RO-m.•RO•naa-mo is-Too.man SY,Yioft2yP IlbiJ-xSm•mo AWA•m0-ttao M nag•m0-11110 61utrOP,ni•e Toon4w.•0.p-tt40•rod 9•110.n0.p•110.rao•RD-1110"'"'rno-1140 m RdIT-W*•0..0 410A•m.0.11to•R0.naa•m.0.11P0 m Opanan. m.6n.atdl/rrpl-110.0•10..1".•0..0•lm0-110-naa•Ron rRo.1HIO rm.0-Hp0•rap,1m 20.. 11.011-mai+10.0•ItOD.m0.1116!1.Ro.1160•AA.1190. 666110¢. u.sn•vaete •ra/-0...p w •nota.rao mao-0.0-110.0•rao-vo."•enp mao•Tao•++ae•rao•ro..e O.m„rw tient-n6A•ma 1mA+m.0-tA0 tm0+m0.1mA Grptp Bpd toSn•tldm+m.-tmtl+R➢ 0.¢o•enp•Hao+R9•mao+rao-me•Ro•ffiS+mP-mens+m0•0.4 QlmnoW O.mf.usld•AO•Im.O•m,0 A.•rm06 d,¢0•ra9.1AO romi•Hsm•RO-naa•Rp•Iona+)110-txf H4a-1761+m9 lin •rao i rRo SIA •r0.p 4 6b2a 0..w-mAt/. Ao•Aa-nap•m0 m0A.Toa-nno SB,RaY w•mDn -0.0 mP0•m NW.roto-0.P A i t -0.0 10.1 naa m0. •rW .x Tar won-itw • tm.9•rav ala"•R9.Hoa+JOA-nA9 Tppi aHl•atw qdB-1140•R9¢6 rmo-naa•RD mao+R9 610.0•RD•1+114.roto•ro4e-m9 m awem B¢. w951.1dA 0.o.oto.m0-0.W•RO.110.0.mon O _slo awwat 11 +ran•nab•RP.nno•119-opo+m0.nno.ran-naa M.oma•rota-ro1.T woo 146 ' Eppls M.M. •mo.510.0•RP-nno.rno amt•rao mag EopD, ]ZM.]tbt6•R0-1169+m.•+HI0•rpp.H4a+env amo apo-,,to•10.0•naa•m0.-1761•1110 n4a T Osmn SD. w»J-»dA•AD Imo•m0..0.W•R nap•AO nno TS _-3G a»r4S5m+Jao-110.1•RD ad wad-nno+R .naa-110-110.0•aao.n0.a rm.0-mar-110 iaS BowxRM. pbn•mdT •AA.n0.p•m.0-0.W•RO.110.0 Nno•tmA 62wi0Pmiu a»1.01610 .Toa man•m.N0.,•>a0-nno•R .naa•RO-110.0-¢p•m1•m0-m14•r OPxnv6hd x31t•a6te Veno•110.9•AA•trW amp am"•R9-1m9 C.faHB¢I x»1-mdm•t0.A atop w0a nm0 NOA-imb enp Hats•Jp0 eB9 •T0.p-4-.7 •0..o�I HkP]0.a Weser x5m-x6b•AD•110.6•0..D.11W•RO.1rLLO•ma nHI0 6nD4n a»e•xAtd -10 7H0.,•)0.0•1 0•i1.- •RO S0.+ -Q0 1 i4.•rao-1 •10.0 m, -14 S]I EWIn2 ESn•.t.w •0..0•110.0•AD.1140•m0.0.W•m0 mW EW/0d ]ado-nbu Nap-oto•m0•fm.a mo-Hno•mo.1100.Imo nm.e It..Md•m0 int•rata ttt GLASS TYPES BTHROUGM M Onmm9u 11311-HSm+AO•im9•Tap.0.W imp.Sm9•0.4-rtRO N CniMnBat xnJ-write •110-1000.•R.mao•10.4-m.0.•RO•nit•540-00.9+enp H4a•Jn0 i1..•108 Hae GLASS NOTSE THOUGH ap.Mna..w n»e-dsnm•A mD•0..0•110.0•0.v•IoW•0.o-1140 rpMPm1H Il»I-Rdn «m9-naa•Ro.nno+R9-rote.mP m9 -It.ia3•Tap Sal -G0 ino +m0 ia0 ISJIGMAHNELOR INTEGRAL PAODUCTft6VISEO vl.Te Tar -.r6u •0..p.1xiA•m0.-„110 rmo.1,0.0•0.o-,enp (aro 9 Tar •»w •T0.,-Hata-1U 610.0•RO-m].0•RA 910 Hao 111•ino int 1110 iatl•1110 KO FINFRAMES ..DUCTR VI Spc}Tvi3a SEE TAME 11,SHEE710 FOR AHCHORGROUPANDOVAN7fiY, SEETABLE tt•SHEET iO FORANCHOR GROUPMIDOUANRN. Daiidigg tUAd •'MIN.SASH HEIGHT e WINDOW BUCK HEIGHT.60.136 ••MIN.SASH HEIGHT•WINDOW BUCK HEIGHT 60.136 AcildioO& ��`' YlYN T�i� AMe4: EtmpmHDD DMC �aK.......V bi `�t1�::LICENSfi•.,(�w,i MimD eds Nadlpa Pmol *i No.Sams NOTES. - *" ® 0••21ptTa.v 1)USE THESE TABLES FOR ALL WINDOWS INSTALLEDTHROUGH THE FRAME %ms's ``],, U 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI 'O'•. STA O 1/. 4/� N.VEHICE.RS3276 Z)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. .(� mtr: 3)FORSIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHTDIAIENSTON SHOWN ' ,NA 00" SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ONTHE TABLE. ALYNAMULER P.E. 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O==a O4OaQa4aismaO0aaD4DOaOOOadDD4nmciiaaaaRffRCOMMOZaa• mao44noQaonapQRoaRQaDpaaoQ4onQII4aanRffonaoamo0a0aaano MQoao�s�a000a 3.50T 3.50V -►II+--.05r +��.OST 15W .062- -��.062• ' 1.483' IA83' 1.483' �� 1.483• .070' rpl.080' -y.l ,.,ea• I - -1 L o ��L o `lam, .715• .BJ1P,�rl^l •OSP 1(DJ-CHANNEL J-CHANNEEB FRAME O HEAD/JAMB 1.37 O HFADMAMB O HEAD/JAMB FRAME @LIGHT SASH r u ND SASH - 1'375 OREINFORCEMENT REINFORCEMENT 1 � "Aar GTP1.182• I•�- 3.4ar 3.493'--I —� � r 07P -.-IF+-.Bar OI+.oar —4—.oma 3A8r OBr tow O DFo--. .781' 1 L U �.13P 2.444• z.au• 1j x.441• -4� imi. r� +{ 1.347 F+- ��_ �� 2.414- I REISTANDARD HD MEETING RAIL r+r28 MEETING RAIL P7 REINFORCEMENT ril REINFORCEMENT no 1 00° oo°1 'C!S }CHANNEL .825 FLANGEo T� Fl.FRAME FEQUALLED RAME SILL FRAME SILL r O FRAME SILL SILL 1.e41' 2.1�' g• 1A7Y 1565' .BT4' .58 .07.I .471' 7' 1.x31• I �'�1 1.000' I•r- .OSP .07P J EVELED 74 MEETOINORAII ,6 SASH RAIL 17 COVERBALAN�� 18 SCRHEW COP ,8 INTERLOCK 2O.035- RAIL IINTEROL CKCOVER 21 NTE OCK O9INIERLOCK COVER PRODUCT REVLSEO m ranplpiipltiNBm Florid. R,Idm8 Cod, 111U111II,,,,, A.apm No/7•o .05 Ff<pinHoo DNe 2010 So• .318'+{ 1 .300• + a:''LICENSE'.�/'C�i_ RT. .754' ,750• C 11.; /No.$870$ _ ���:'ray TECHNOLOGY DRIVE D.dAu- WINDOW EXTRUSIONS J ROSOWSKI QLNA IG 80 EXTRUDED 81 ROLLE0 ��T'••, ATE F :41,. N.VENICE,FL342T5 BEADING O SCREEN FRAME O SCREEN FRAME F '•. ORIOP ���� TRK: Ov,c ''''r`,s�DNAL SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 / 7ff 111111,11 PUTMLL•<fRE4.N0. SH.NoHt SovK SnrO DraNrp No. CER Rm; A LYNN MILLER.P.E ------ SH-5500 NTS 11 OF 13 MD-SH5500-01 B P.EJ SBros AUTH.B29RB8 SILICONE HOT-MELT BUM TABLE 12: TABLE 12.CONT.: STRUCTURAL Bill of Material Bill or Malarial.cord. STRUCTURAL SILICONE 3116'NOM. # Part# Description Material N Part# 'Description Material POLYISOBUTYLENE 1/4'NOM. WITH 01 Single ung rams ea am - e V 20197 Auto ee am See WITH DESICCANT DESICCANT 2 620102 Single Hung Frame Head 8 Jamha-Flange PVC 48 72019889 Sweep Lock Cast Zrrc 1x7.GLASS W.GLASS 3 620103 Single Hung Fmme Head 8 Jambs-Fin PVC 47 72019586 Auto Lock Corer Assembly Cast Z 4 820104 Single Hung Forme Head 8 Jambs-Equal LWBOX PVC 48 76XI180PTX 98 x 1-118'Ph.FH SDS(Auto and Sweep Lock Screw) 55 5 620105 SH/DH Frame Sig-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Lro 8 620106 5 OH Forme SI6-Flange PVC 50 776)34PPA #6 x 374'PH.PH SDS(Keeper Scree) SS INT.GLASS IM.GLASS 7 620107 SWOH Forme SN-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC 8 820108 SWDHFrameSN-EqualLeg/BOX PVC 52 420182 UR PWIRaiITittLalchCamerKey PVC KODISPACE SUPER 14 620131 Fixed Meeting.Rall PVC 53 76UPKFL 96 x 314'Ph.FH SDS(Comer Key Screw) SS OO 4SG TPS 0 SPACER@ NXT4'4 18 820129 Sash Rail(Sides,Top 8 Bottom) P6=063T6AI 54 420163 TIO Latch PVC 17 820134 Balance Cofer 55 420184 Tilt Latch Retainer PVC 18 820133 Sesh Stop7Scmw Ccner 56 720207 1'Tilt latch Spring SS ALUMINUM 19 620156 Pug Rail lmerlock At 57 420186 Plestio TOt Latch Finger Pull PVC REINFORCEMENT pOLyISO. DESICCANT FILL AREA 20 620144 PIaI Reil Imedook Corer 58 720182 Metai Tltt Latah Finger Pull Cast 21rc BUTYLENE 5H6'NOM. 21 870157 Beveled Interlock I 59 420180 Phot Bar Comer Key PVC 5118'NOM. SEAL 22 1120145 Beveled Interlock Cows 60 720208 Phot Ber SS BUTYL 6 SILICONE SEAL 23 62015D Light Sash Reinforcement 1 83 720191 Sash Pull Handle Cast Taro DESICCANT ROORMEDFOAM STAINLESS620152 HD Sash Reinforcement t 64 720194 Sash Pull Kandla Whh Latch Assembly Cast ZInC28 620153 Stallard Meeting Rall Relnmrcement I 65 7B34FPT #8 i 374'Ph FH BOB(Pull Handle SCIVN) SS �T•GLASS 27 620154 HD Meell Reil Reinforcement 6005 T5 At 66 420188 Bottom Latch Strike Plate Cast Zinc �•GLASS 30 61644 Weatherstrip,.1BT x.270'Fin Pile 67 7785BB #8 x 518'Ph,FN SMS(SUike Plate Screw) SS 31 60300 Weatherstrip,•190'x.300 Foam Bulb Flex PVC 72 720135 Lamt I.G.Bead PVC 32 61719 Weatherstrip,.187'X.220'PatyPlle 74 Beektxdtlirg,GE 7700 or Dow 791 Silicone INT.GLASS WT.GLASS 33 61825 WeathemUip Plug,.220'Finseal 75 71646N Setting Block(716-x 1'x 178'),85+1.5 duro. EPDM " 35 7BXIMTTT NB x 1'Ph.PH SDS(Interlock Mounting Screwy 80 81012 Extruded Screen Frame Align Te DURASEAI'� O -EDGE. 36 78MTKPX #8 x 3'Ph.PH SMS(Meeting RaIl5crew) 410 SS 01 61011 Roll-Formed Screw Forme At SPACER SPACER 37 71669SP Meellnp Rall Screw Support Plate 6063 T8 AI 82 7CKGLB21 Screen Comer Key br EXtr ded Frame X4 PVC 38 720210 Weep Hde Corer PVC 83 47042 Screen Carrier Key Win Pull Ring X2 PVC 4072070000( ConLstem Force Balance 84 47041 ScreenComer Key without Pull Ring X2 PVC 41 - #8 x 314'Ph FH SMS(Con.Force Balance Sefew) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816C48 Screen Goth Fiberglass 43 72020.5 Spiral Balance Shoe Nylon B7 81835/618 4.140'Screen Spline(Machine/Hand Rolled) Vinyl 44 7aX114FPAX#8 x 1-114'Ph.FH SMS(SDlml Balance Screw) 416 SS Pert# De¢ription Malarial !:RODUCTREVISED .plyM,hhnr Florida 78 Kommeding 4SG TPS Spacer System vlliirnn n«"i I`b D63O." 77 q]ane!Super Spacer nXTwlth Hot Melt Butyl Sae this `� v Ly R..1#dx P "� 2D95 78 Ouanez Du Spacer Sheet br `` pNNiy�% Materials e10ENSF'•.� — Mimi ode PNduG 79 Cardinal XL Edge Spacer � �• �;Cp�; REFERENCE ST REPORTS:F1 A 11.8968 6 6970 *; NO.5870$ Rff =A t!' f�-r a: 1moTEGma.ocrDRNE BILL OF MATERIAL(BOM) J ROSOWSKI -0 STATE OF �� rL VENICE,FL 34276 '•.:;tOR1�P ��� (a41�1600 OVM NOTES: ''SSyONAL ENG SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 1)PVC 9Y ENERGI WINDOW AND DOOR PROFILES,LTD..TO BE LABELED FOR AAMAEXTRUDER CODE. /"Nn1111 laornre a � SarY/SH- SmIF 'B 2)ITEMS 0943.16.24,28,29,34.39,61.62.68-71,673 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL, 0.LYNN NaLER,PE SH-5500 NTS 120E 13 MD-SH5500-01 B vE15B765 Cf7{T.OFAllill.I292D0 OPT.SWEEP LOCK p de OPT.AUTO LOCK �••..�� 1B 10 1 v d] 87 OR 6B BS p 51 OR 52 45 p t : OPT.PULLRAIL 22 82 OR 18 INTERLOCKS II,IIS'!II)I� COYER 68 i p 87 IIII�`..� •o I , ee IIII JJJUU9 p \.. � 35 OPT. BEVELED 1 ! MITERED FRAME WITH ` P1 INTERLOCK / 'INTERIOR AND Dn( AIOR 16 &COVER FRAMEWELDS I O\ ` n%4 18 72%4 5353 OJR8 14 _����q°� \ � SCREEN pTT�C'-• de -�`� OPT,PULL HANDLE ASSEMBLY 84 WITH LATCH DETAILS 41 CONSTANT FORCE `\\• t �\l iB OOR 83 BALANCE �'•`. iT/ _ OR OPT.PULL @ -@0.@ 42 d3 SPIRAL'RALANCE HANDLE ..v \... i 83 MITERED FRAME WITH SASH INTERIORAND E%TEwoR FRAM � 37 ASSEMBLY FRAME WELDS es -•-' c DETAIL53 S \--` ••-I I•� / " EXTERIOR `\ / 69 ........ -' \ •RODUCf RLWSCD . •..-�^....... OAe.._ 53 1 of wnplyilg allh Ob FloriBe NE$7 W FRAME ASSEMBLY DETAILS \ '. ''••\ =*;' NO.587x5 Fff � 1070 TECHNOLOGY DFWE EXPLODED ASSEMBLY JROSOWSKI ' EXTERIOR =O i rT' NOTES, N.VENICE,FL 34275 — � ``\- T� '•.!YORIOP.:'•2�: TI""' °af 1)SOW PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. (eH)45tH18o0/SYS G�� SINGLE HUNG WINDOW INSTALLATION-LM 05115/15 R)J CHANNEL FRAME SHOWN,PARTS 015 S.OTHER FRAME TYPES APPLY. ///,��NA1IL ENTT � jy oIDt 3)FOR REINFORCEMENTTWES,SEE DETAILS ON SHEETS 837. ALYNN UILL 1�P.1E1. ALLIuOMDAFBFAVVfD ����°I' SOOIN SAa6 mO~��' 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOMLOCKS. P,Ee 5B7o5 CERT.OF AUTH.=M SH-5500 NTS 13OF 13 MD-SH5500-01 B