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Notice of Acceptance
MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) "11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidnde.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This 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"5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words'Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA 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.15-0519.05 MIAMI•DADE COUNTYf `` Expiration Date: July 30,2020 7120 J1J Approval Date: July 30,2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. 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 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. 2. Test reports on: 1)Uniform Static Air Pressure Test,'Loadiilg 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. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/15/15,prepared by manufacturer;signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM B1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel a ez,P.E. Product ContrdlZxaminer NOA No. 15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-1 i I1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(CIear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and.Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010 and FBC-51h Edition (2014), dated May 15,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 1,53,2015,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. G. OTHERS 1. None. ManuellPer z,P.E. Product Contro aminer NOA No.15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-2 I I , I �I I' I iI I I, ANCHORAGE �'18-115'MAK O.G� 21yg• __~ ANCHORAGEEXANPLE DESIGNPRE8SURE RATING IMPACT RATING F yn,U TFC I+-54'MAX.BUCKW07N+ MAX•O.C. H��g��� VARIES PER REINFORCEMENT V1RGEe6MALL MISSILE KEADPORAU. IF'RAMES AM r—� 30• 1Y MAX. / _WINOOW(TYPE� LEVEL,SEE SHEETS 67 AIPACT RESISTANT WINDOWOTYPES) SEAM B. SEE MAX.—AO.C.ET3 -L/ j\- 1 62.118'MAX.BUCK WIDTH i0'MAX.FROM SEE SHEETS I"'1.1A' S a.SEEET3�•�— 30.MAX O.C. 12.�• SNEEA.T3� FIXED VISIBLE �� / FRAMESEAM SHEEi4�_•� �g8B y UGHTWIDTH B.SEE _�•+3a,MAX.O.C. Ir MAX C.SEE T1 6HEESTJ 12' FBLE IXED 66NEET3� _ SHEET4i ESPACE° LSIOHT 17-781 MAIC O.C. SNEET3BLE A,SEE� tL.C.1 17.7l6'MAX O.C. ANCHORSPER HEIGHTT_ TABIE&B11 —I— EOUMLY ANCHORS PER Q / Q /]1"D SUCK01.76' SPACED / 84' TABlFS 0.11 MAX ANCHORS PFIL aucH TAeuso-++ er o auac TMAN. HEIGHT MAX —� HEIGHT BUCK AS SHOWN X ^ 10'MAX O.C. BUCKT x 4 iP MAX O.C. x /� 1p MAK O.C. HEI LWT X Q (91.76' 7.f MAX.) SASH iMAX.O.C, EQUALLY / 13114'MAX O.G — --- EQUALLY 1.4'MAX O.C. EQUALLY ' SPACED SPACED VISIBLE _ I SPACED SHEETS/,L/— —�,�� SEE AMCHORS��941 I ANCHO TABLBPER /9.11 EGGHVITT A I ABL S� I B6B / C &1171 MAX 6171 MAK a1?MAX Bim_. NOANC.A,. (\ Bim— NOANCHORSATS41 B _J ANHORS IO A D.y--SEE 1.114'—�{ SEESILLWEBN BILL `NOTCH DETAAA SASH VISIBLE NOTCHH DETA 9. 54-MAX.BUCK WIDTH NOTCH DETAIL&. NOTCH DETAES. SKEET3 L10M WIDTH SHEETS SHEETS SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME '.� ELEVATION FOR TYP.FLANGE FRAME I ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIELIPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONROURATIONUPTO ANCHORED THROUGH THE NAIL-FIN TV HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1)THISPRODUOT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDABUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZL , 2)SHUTTERS ARE NOT REWIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 3V IN THE HVHZ.THE OUTBOARD LTTE(CAP)MUST TEMPERED'. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMIHTADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM CSO I' GENERAL NOTES. 1 CONCRETE MASONRY UNITS AND CONCRETE WITH WN.KSI PER ANCHORTYPE. ELEVATIONS._._._..._....__I 4)ALL WOOD BUCKS LESS THAN I.1?THICKARE TO BE CONSIDERED WINSTALLATIONS.IXWOOD BUCKS ARE OPTIONAL F UNIT IS INSTALLED OVLECTLYTO SUBSTRATE WOOD BUCKS FRAME.GLASS&ANCHOR DEPICTED AS 2X ARE 1.17Z'THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN 2 AND INSTALLATION IME RESPONSIBILITY OF THE ENGINEER.(EOR)OR ARCHITECT OF RECORD,(AGRI, " INSTALLATIMFLANGE& 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MRL EMBEDMENT.INSTALLATIONANCHORS EQUAL LEOMOX._.____3 SHOULD BE SEALED.OVERALL SEAUNGIFLASHINO STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BYOTHERS AND IS BEYOND THE SCOPE OFTHESE INSTRUCTIONS. INSTALLATION,INTEGRAL FW 0)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. 6 J-CHANNEL.--.-..._.._.4 7)DESIGN PRESSURE&: GLAZING DETAILS...._.-_._._--_8 ANEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. DESIGN PRESSURES.....__.__.S7 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE B STRUCTURAL A CYCLE TESTING AND ASS PER ASTM E1300. ANCHOR QUANTITIES____8-10 B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDIAADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33.173%STRESS INCREASE HAS NOT BEEN USED IN EXTRUSIONPROFBES.__._11 THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORSTHAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS .BE MSLY6PARTSLIST----:12-U SHALL MEET THE REQUIREMENTS OFTHE FLORIDA BURRING CODE FORCORROSION RESISTANCE. B)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE RENEWED BYTHE AUTHORITY HAVING JURISDICTION. ,I' �Pp'..d at eamplylOSMiA Ib 10)REFERENCES:TEST REPORTS FTL-796467968:ELCO ULTRACON NOA:ELCO CRETEREX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES.LTD WHITE&BRONZE/LIGHTER SHADES OF F a ngC CAP COATED PVC EXTRUSION NOA'S.NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.ANSVAF&PA NDS&ALUMINUM DESIGN II)APPLICABLE EGRESS REQUIREMENTS TO BEREVIEWED BYSUILDINGOFFICML �"l"'4'LYNN R W. POG: RMNon.• NOAtl M�i-w7'l ePradu4 USER INSTRUCTIONS: :ati?;••`L�ENsp'••;F9'�� n,ya R�W-W. DOH: NIMObn: i(%/ 1)DETERMINE THE SITESPECIFlGWINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROMASCE7. 7'( 2)DETFl4AUNE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3ACCOROINO TO THE INSTALLATION CONDITIONS. �h;' N0.68705 3)KNOW WG YW R GLAZING OPTION(TABLE ).WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN = WPWpllm; PNun BR PRESSURE FROM TABLES 4.8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW / GENERAL NOTES Bi ELEVATION J ROSOWSKI OPENING OBTNNED W STEP I. VERIFY_ --0 �/8'!S• W C YOURE OPENING'S CONDITION FROM TABNE THE ANCHOR QUANTITY FROM lES20R 3.AND iHATALL MIN.REQUIRESUBSTRATE WILL MEET MENTS FROM THIS SHEET-6ETIRMEEMFMS FOR C) 8,,,(((TE F ,��/` 1070 TECHNOLOGY ORNE RVR. °°Iu' 5)INSTALL AS PER SHEET 3FORTHRUFRAME INSTALLATION OR SHEET4 FOR INTEGRAL FIN INSTALLATION. C :'ROR'OP .r(°�� N.VENICE FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ',Y S.S/QNA`-�?.' (841)-480-1800 �� ScW: SAVL• DmNnp No. R4r. INTEGSIGNOREQUALUEGMOXDETERMINATION ISTHE SAME PROCESS FORALL FRAME TYPES(J-CHANNEL,FLANGE. �,LVNNM@I PE CERT.OFAUTH./25296 SH-5500 NTS 1 OF 13 MD-SH5500-01 INTEGRAL FIN OR EQUAL LEG1B0Xj. P.EJ fi6T06 I � li I. I I I TABLE I:ALLOWABLE GLASS TYPES Frame Ghee Frame Frame Glu DesedpOan(Uetad6om E.hdartalnbdor) assign P.Mm Types Options Cornelia. Shape. Installation Options that may be used Type Tubb/1= (..Fig B)(tee Table 1) (sae Flt A) (Me Flg C) 6 718'LalrJseletl L0.:118'AExbdor Cep+7/16'Alr9peu+6118'LaMhutso;R)Ulee ofllB'A pus silh.Oeo'PVB Inlehyr 4,5 6 ,,,Nb 2X Woad FnmelBucbtrip•shed 3,optlont 6 71W Laminded 1.0.:1/ETEdarierCap+7115'AhSpaoe+N16'Laminated;(2)L1nof116'A Of...Mlh.OW PVB Int.daysr 46 6 Equd4Xe, 9quWRw1., 7 7/B'Lsminsbd LO--311W A Eabd.,Cap+318'All Space+S1B'LamInated;(2)Mos of IV A Glass Wih.090'PVB lntedeyer 4,6 6 Flame 5.18 OdsUp'W_ Amh•T i 11-21 the lame....In to ConcratdCMU-sheat 3,option 2 5 7f8-LAminbd 1.0.:W18'T Exterior Cap 18'Air Space+5118'Laminated;(2)Lass ofl/S•A Glass Wth.090'PVB IdaMyr 4,6 6 (421 &Coupe Redu�TopathlvdApm"""••••through IX Bucke0lp Into CmrcMdG1U-shoal 3,option 9 TV Laminated LO.:IM A Exterior Cap+7/1C Ab Space+6H5'LAminled:(2)Ltss of IV H Glass Wlh.080'SO Nt.dayr 7 7 ....Into MeW-sheet 3,option4 10 7/8'LamNated I.D.:118'T ExlederC.p+7/16-Air Space.WIV UW..I.d;(2)Ule.of l/5•H GIs..NOh.090'SO Hladayr 7 7 ....lnb2XWoed Fnme7Buekatdp-shed3,oplbnl 11 71B'LaM..' l.0.:118•A Exterior Cap+3/6'Air Specs+WIN`LamWted;R)Urn of l/B'H Glen a(Ih.090•SO lnladayer 7 7 Boa/ EquP.W12equArolvTop I.Thrwgh the*.me...Into ConcpddCMU-shwl3.opUm2 Eg094.eg 6-18 Od Coos Reduapp cfft aY.--,,,,Ibwgh IX Bucks Into ConabtalCMIJ-sheet 3,option3 12 TlE 4mklshad L0:11e'TEMsdor Cap+WS'Air 8pu+6116•IaMntetl:(2)Ulaa dl/B'HGbee BiN.OBO'80Inlatlaysr 7 7 pM) SConape RtlwTap � 13 7/8'Laminted L0:1/8'A Eatedor Cap+5118-Air Space+7116'Laminted;(2)UW.111C A CH...riih.w SO Watley., 6 7 ....Into Mdd-0.113,option 14 7/8'4Mndsd l.0_1!B•TExterior Cap+5116'Air SMS+711V Lemineled;(2)Wes cfllB-A Ohu MRh Aff BO Inddayu 8 7 I' Through the ...Nlo 2XWood FramdBuckamp•shad 4,option Equd�Ae, BquWR.I.,Woerel in...... 76 715'Lemkuled LO:11W A Extafl.r ♦//P Ak8Wn+7118'Laminated:R)Ules of l/S'A Glen.vAIh.OBO•SO ldadayr 7 7 JIM-1 ....Into Metal-ehaN 1,WDm7 10 7/6'Lamindsdl.0_11B'TEeterbrCp+114 -SGldedeyu 7 7 (Y1) 6•e Oa Cosrx Areh•Top6 Th�11esame Into 2XWcod FnmdBuckstdp-shed 41 option B college Rtlua•Tap U Un vAhldow..........lnto Metal-.heel 1,option 0 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 6,7,8,11,17 Tivcugh the ...Into 2X Wood Fnmef8uckaldp-shawl 4,option 5 Min.Edge Mln. '615 MI1Y p0T BE USED IN Integral FIn EquaMdls, SquWR4cL,Wegrd In...... ••••Into Meld-short 4,opOm7 Group Anchor Substrate THEHNO-ABOVE 3t. 5.6 Od w(w- Amr Tep6 Distance Embedment- • (1113) eCotiege Redus Top ThroW1lhe Rema Into 2XWwd FremdBuckddp-.had 4,optima P.T. cue =. Ciftvincisw.........Into Metal shed 4,�Won0 /10 IS Steel,A36• 318' 0.850` (Y feel.1MB 5.9. •MIN.OF 3 THREADS I •A•-ANNEALED w4109.B' Steel Stud.A653Or.33• 318• 0.0451'(10Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES 9P=HEAT STRENGTHENED A Auminum,6063-TV TV 318' 0.0SUBSTRATE FOR T=TEMPERm P.T.Southern Pine(80=0.55) 7116, 1318' STEEL STUDS, •PVB'=A90'BUTACRE®PVB MIN.Fu-45 KSI aBY KURARAY AMERICA INC. 3116°steel Ullmwn Concrete(min.2.85 kept 1 Ulglouted CMU, STM C50 2-11W 141V' 1318' MIN.Fy-33 KSI, 2 4 •so•.JIBO'sENTRYGIAS® P.T.SOulheln Fine(513=0.55) 811E 1318' "UNGROUTED CMU' INTERLAYER BY KURARAY R12 SMS SIBd,A38' 318' 0.05E VALUES MAY BE BO.KOR AMERICA W. B (aleel,1838.S. USEDFORGROUTED FLANGE EQUAL- ase NO S.S.) ALSO BE MANUFACTURED BY Steel Stud,A653 Of.33• 316' 0.0451'(18 Ga. CMU APPLICATIONS LEO PVB AND SG INTERLAYERS MAY Allaninum,606315• 1B° 0.083' EQUAL-LITE ORIEL COTTAGE KURARAY AMERICA INC. 114•sled Ullmwn Concrete(m n.2.85 kel) 1' 1314' C Ungrouted CMU,(ASTM C-90) 2-1/Y 14/4' FIGURE C:FRAME SHAPES 114'eteel Crelewx Concrete m11L 3.35 ksl) 1' 1314' ----IBUCKWIDTH ---IBUCKWIDTH{ ----JBUCKWIDTH�+-- 1/4'steel Ultmwn Concrete(min.2.85 kel) 2.1/2' 13/4' ---'� ••- - 114•steel Ultrecon P.T.Southern Pine SG=0.55 1' 1319• ,f/ T 114-steel Cretetax Conamle(rete.3.35 k61) 2.117 1314' Ungrmted CMU,(ASTM C-90) 2.117 1-114' x iC11At44� D 114•sled Cfeleflex aa] P.T.Smthem Pine(SO=0.55 1' 131E 1/4'steel AggreGetw Concrete3.276 kept 1-112, 131E 1/4'steel Agpre-Gator P.TSou . tham Pine SG=0.55 1' / 1 Grmled CMU,(ASTM C30) Y Y ZRECTANGULAR RAOIUSTOP 1 MCH-TOP 1 TABLE 3:ALLOWABLE ANCHORS THROUGH WEINTEGRAL FIWINDOWSKAPESAS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY ppmnd a romplyloy ailb On, BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING Fbdda d n9C Group Anchor SubstrateEMI'ndge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM I, Dab Distance EmbodmenC THE TABLES ON SHEETS&10. II kOM E 2.112 x.131'Canmm Nell P.T.Southern PIM(S ' 2-7118' 1 1.VNN A/// ser Re tj' 0°..• R•'tahm ml a Pnd. �Ny ........ !F'i 2-1/2'Rlrgahar&Rco9ng Nag P.T.Southam PI.(3 ' 2.7/19, ��S�•'••ENS ••R'�i y P.T.Southern Piro(81.118' ~: V10 E •'•.* RaNssd Bp Dob: R.p.7wa 710 Trhdetlead SARs Aluminum.608370.050• ;{p; No.58105 (ries(19-0 9.5. Steri Slug Or.3 ' 0.0451'(180..)ase 410 9.9.)F BteeI,A30' D.oSo' TH EADS3BEYOND =-o''' ' IS GLASS/ANCHORS/FRAMEOPTIONS JROSOWSKI P.T.Southern Piw(S ' 1318• THE METAL "Q'•, S7 Te F _` 1070 TECHNOLOGY ORNE mw, ogee 012 SMS Aluminum,006176' 318• O.OB3' SUBSTRATE FOR '��,0.'••,-F'toatOP•��7`' N.VENICE R 34273 SINGLE HUNG WINDOW INSTALLATION-LM 05115!15 (steal,1883.9. Sled Sl Or.33' 3/9, O.�O' STEELSTUDS, ase 4109.9.) �' MW.Fu-45KSI5 'ser SSIONAL,I (941)-480-16D0 d pro.mp Ka R.e Steel,AV 18' 0.05E MIN.Fye33 KSI. ALYf4NMdLpA.PE PIE 68705 cm.of AM./2021. 'SH-5500 NTS 2 OF 13 MDSH5500-01 i li I INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETEICMU. "OPTION1 EDGE DISTANCE I SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREOTHROUGH EMBEDMENT FRAME INTO W000 �+—1R•MAX SHIM TS 1M`MAX SHIM+I FRAME OR BUCKSIRIP. T I I SEE NOTE 2,THIS SHEET. d EMBEDMENT T , 3ASN VI= 17 EDGE j EDGE L=J 1B UOIRN7DTH •'DISTANCE FLANGE FRAME �L DISTANCE SHOWN � dd BALANCE TYPE VARIER CX XP TMP•ANCHOR SHIM TYP.ANCNORTYPE, 42 WITH SASH TYPE, YIEIOHT 6d EMBEDMENT EMBEDMENTAND 30 ri AND EDGE DISTANCE ANCHOR TYPE, �--I STANCE_ 2 EMBEDMENT AND EDGE DISTANCEP R 31 EDGE SUBSTRATE DISTANCE ER 2,SHEESTRA7E, 62.S EET2. SHEET 2. 1B SEE TABLE 2,SHEET 2. SEE TABLE 2,SMEET2 EXTEgpq B7 ' DISTANCE ABlE2, •••••- FIXED MSI LE 4 FIXED 19 20 OFT.SL6H TOP FLANGE LIGHT WIDTH UAL VISIBLE LIFT RAIL DIFRAME I_ 2 �' _LEEQO.UA-L LIGHT BUCK WIDTH FORALLWDOWS: NOTES. SHOWN r FRAME HEIGHT 'ANCHOR®3bSAND HORIZONTAL SECTION A-A SHOWN L_ dg 48 FROM ENO 21 AT SUBSTRATE-APPROPRIATE CENTER ANCHORSLISTED ONTABLE2, 22 FORVINDOGE SHEET2.FOLLOWEMBEDMENTAND °VER38'WIDE: OAUE APPROVED MULLION,FOC COMPLIANT B37RATE PROELFRAMINOOR2.STEEL SHESTD. 72 p O EDGE DISTANCE LIMBS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSiRA7E PROPRTIE9 TABLE26NEET2 ADDEODITIONAL INSTALLATION OPTION SHOWN MAY 14 36 FROM ENO. 45 46 47 SCREWS®18-318' BE USED ON ANY SIDE OF THE C OTTOL WINDOWS WITH �N 1/4'MAX BOTTOM LOCKS SHIM 00IXi112 STEEL 114-MAX. BUCK !K) O Q 19 ADD ADDITIONAL 2)MASONRVINCHORS MAY BE SELF-0RILLRI° SHM MEIOHT SCREWS USED INTO WOOD ASPRTPDLE 2. SMS(06),SEE BS 1— FROM END. THAN 1-112- WOODSUCKS LEBS &'TABLE 'I 30 THAN 1.1R'THICK ARE TO BE TABLE 2 I SASH CONSIDERED IX INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DUTECTLYTO lox HEIGHT SUBSTRATE.WOOD BUCKS DEPICTED AS 2%ARE i-ITC THICK 88 19 USE ETRiR OR GREATER1X AND 2X BUCKS OPT.. 65 LATCH OR (WHEN USED)SHALL BE DESIGNED Q (2)1- BI 30 84 BOTTOM LOCK TO PROPERLY TRANSFER LOADS TO FLANGE a EQUAL INTERIOR 31 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME iLEGIBOX o WEEP LOCATION:8516 DESIGN AND INSTALLATON IS THE SHOWN 'FRAME NOTCHESAT B0 FROM ON: END. RESPONSIBILTTV OF THE ENGINEER SHOWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR B 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION (� INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION OPTION 67 OPENING)IS MEASURED FROM dPP���•mmDlTw4aHlYlb 1N'MA%SMIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED FbHd� ad uY FRAME lllllll FRAMEINTO METAL FRAME INTO METAL DMe, FRAME snovN RMa By: 0aw: R.dda,a Nona a.r aw .2r X13S .. I NOANCHORS :P�1..r VICEMSF'••F,P% IIF WEEPHOLE R�rWa Bp Oo1n: RMdom WAAVER® REQUIRE IN VISIBLE LIGHT FORMULAS �1•f Na.50705 ''`• 2.Sr FROM 39 - EFQ AL-LEo WIDTH = EACH END. FRAME SILLS ®SASH:BUCK WIDTH•8.17C '-D = w«MBan: Main 9p ®FIXEDLITE:BUCXWIDTN-431S• :• 7 1S [x; FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI %U 51A'E F IIS Caw: HEIGHT(EQUAL•LITE) '�L<' '°[ORIUP '���� 1070 TECHNOLOGY WINE TW- "' VERTICAL SECTION B-8 BucKHEcnrn•3-'NIT ac''••-•....•••'`�j ; N.YEMCE�00__rNjiS UNG WINDOW INSTALLATION-LM 05/15/15 iS!UNAI-E�•`` (B4q—dsn«A �Id1E,P.EI Na CENT.of Au3 OF 13 MD-SH5500-01 I I II' I I' � I I. I INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FW INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO2XWOODFRAME OR �f EDGE DISTANCE ANCHORED THROUGH INTEGRAL F—EMBEDMENT NOTE 2,THIS SHEET. SUCKSTRIP.SEE NOTE 2 THIS SHEET. FW INTO 2X WOOD FRAME OR O 1M'MA%6NIM BUCK.STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 11T MAX SHUT SHEET. TYP.ANCHORTYPE, SASH VISIBLE 17 J-CHANNEL EMBEDMENTAND EDGE MGHTWIDTH FRAME 1 DISTANCE PER SUBSTRATE, SHOWN 1 SEE TABLE 2,SHEET 2. - — }T (SCREW SHOWN) 44 BALANCE _ EMBEDMENT' TYPE ES -— `1/4'MA%SHIM //��1 42 WITH SASH 30 EMBEDTYP.AENTANPE, DISTANCE L� V♦EIfNfT 31 EMBEDME PERSUBSTR DISTANCE PER SUBSTRATE, L_ 18 (NNLEE SHOWNBLE 3,SSHEET x. EXTERIORM.ANCHORTYPE. 87 �J INTEGRAL EMBEDMEN7 ANDEDGE T— O OI FDOFD VISIBLE V 3 FW DISTANCE PER SUBSTRATE, FIXED 1a 20 OPT.SASH TOP '1 LIGHTWDTH FRAME SEE TABLE 3,SHEET 2. VI918LE LIFT RAIL FEEL 1 ! SHOWN (NAILSHOWN) LIGHT HEIGHT FORALLN'WOOWS: NOTES: SHOWN 1 ANCHOR A 3.65 BUCK WIDTH L 49 46 21 FROM CENTENOANDAT 1)USE ONLY IATE HORIZONTAL SECTION C-C 0 CENTER ANCHSUBSTORS ON TABLES 22 FOR WINDOWS ANCHORS LI STEDONTABLE6263 72 OVER ADDITIONAL OND EDGE 2.DISTANCE STACWEMBS.ANY 114,MAX DAO BE VERTICAL MULLION.HORIZONTAL SEEUNT BSTRAEPROPEELFRAIABLESING STEEL STUD. T2 0 AODADOITIONAL AND LLATIO 9TANCELSHO ANY SNBA MAY BE VERNCAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES,TPBLE9x8 SHEET 2. 14 46 48 47 O SCREWS®18318' INSTBE USED ONANYSDE OFT MAY 3fi FOR WI ND. BUCK o THE FORVANDOW9WITH WINDOW. BDD ADDMCKS: 010 OR 012STEEL ....I 1.�114'MAX HEIGHT fi0 O O 16 SCREWS TIo USED INTO WOO AS PER ORS MAYBE SELF•ODWNO I I 'S'K'IM — EIGHT USED INTO WOOD AS PERTABLE 2, SM9(D6),SEE BB 30 FROM END. SHEET ALL BUCKS LESS TABLES 2 B 3, THAN 1-1-1?TMICKAICKA RE TO BE SHEET2 ` SASH CONSIDERED 1XINSTAILATONS. EXTERIOR MSIBLE 1X WOOD BUCKS ARE OPTIONAL IF HEIGHT USE ERHER UNIT IS INSTALLED DIRECTLY TO UTG1(SHCWN) SUBSTRATE.WOOD BUCKS 18 OR BOTTOM DEPICTED AS 2X ARE 1.12'THICK OPT 88 L OR GREATER AND 2%BUCKS LOCK(SHEET 3). 65 TESTED UNIT (WHEN USED)SHALL BE DESIGNED FIN ANDIOR (2)P 81 30 I B7 TD PROPERLYTRANSFER LOADS INTERIOR 31 LOCATION:6515 FLANGE REMOVED WEEP FROM SASH END. TO THE STRUCTURE.WOOD BUCK IN•FIETD DESIGN AND INSTALLATION IB THE NOTCHES AT 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN L� EACH END• NOANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN o o REOUIRED WFRAME EXTERIOR INSTALLATION 7 SIUSIFANCHORING 3)MSIBLE LIGHTWIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TOAS DAYLIGHT OPTION? OPTIONS OPENING)IS MEASURED FROM 4PPmxd nmmNW4w11Y m 114'MAX ANCHOREDTHROUGH ANCHOREDTHROUGHFRAME WTO METAL FIoHd, Mvp INTEGRAL FIN BEADING TO BEADIN0. INTEGRAL FINIFLANGE REMOVED FRAMESHOWN SHIM 1LIL11111If If INTEGRAL FIN INTO METAL ( J NOAH F 37'%1?3'WSEPHOLE ``�,L�OI•........,, RMs1 B,: pbfN RMNem mIU PmMN OWICOVER@2JIT' T :`�1.,:'VCEN$S•••,F,p FROM EACH END. I YY By- FROM LIGHT FORMULAS =A';' No.58705 iT= Awiw/SY: Gn.: pM�on: TYp.ANCHOR TYPE' EDGE DISTANCE ' EMBEDMENT ANO EDGE WIDTH DISTANCE PER 6. _�EMBEDMENT ®FIXED LITE!L BUCK WIDTH 4.315' - :� PIS :'Lu` ® J CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI SEE TABLE 3,SHEET 2. (SCREW SHOWN) 0,1,'•, TAT OP �' HEIGHT IECUAL{ITE) ' �O '•.FZORIOP,.** 1070 TECHNOLOGY,DRIVE TpM Dcla INSTALLATION OPT ION5 VERTICAL SECTION D-D BUCK HEIOMTR•3-1W75 ''•, ,3,,'ONAI•o,a N N.VENICE.FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN d. 1,iflull, (941)-460-1500 SMu/NodM: SnM. M: Omq^p No. Fen INT02XW000 FRAMEOR BUCK. ALYN 1MILIERPF.. STRIP.SEE NOTE 2 THIS SHEET. - PFJ 64/05 CERT.OF AURA./2p2p6 SH-5500 NTS 4 OF 13 MD-SH5500-01 I ' I � ' I I I 71B'N71V NO 'NOM �+- -+I '71Y NO71r NO I I I I I I 5/16'AIA PVB 5116"AIA PVB 5116'AIA PVB 5118'AIA PVB 6116'H1H 30 7116'AIR SPACE 7118°AIR SPACE 3/8'AIR SPACE 318'AIR SPACE 7/16'AIR SPACE 1!8'A GLASS 178'T GLASS 3/16'A GLASS 3118'T GLASS 1/8'A GLA65 a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 71WNOM. 7/8'NOM 7/8'NOM 7/8' OK 718'NOM. 5116'H/H SG 5116'!Lai SO 5110'H/H SG 7/18'A/A SO 7/18'A/A SG 7/18'AIR SPACE 318'AIR SPACE 3/8'AIR SPACE 5/10'AIR SPACE 5118'AIR SPACE 118'T GLASS 3118"A GLASS 3116'T GLASS 118'A GLASS 1/8"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR C]E%TEAIOR a EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL. DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 i NO TAW 0 7116•AIA SG 7/16"ALA SO I I 1R'N'OMGLASS MASS TYPES 9 THROUGH 1/4'AIRSPACE 1/4'AIR SPACE 78 ROn DR 78 BITE Tw. '19 MA OTBE USED 3N 6'A GLASS 3118'T GLASS WRH,LCHANNELOR 72 74 INTEGRAL FIN FRAMES aEXTERIOR 11 aEXTERIOR GLASS TYPES 5.7.0.1 1' .7.8,71, DURASEAL, DURASEAL, 31 I d 15 MAY NOT BE USED IN SUPERSPACER OR SUPERSPACER OR EXTERIOR 75 THE Hv8Z ABOVE 7B. CARDINAL SPACER CARDINALSPACER N APpe" J..'..plyi r+I0 Ie a GLASS TYPE 15 GLASS TYPE 16 F~ "'ac grle 3d 30 111 u I I1 acDAe \VaONy LYNN 4,��i, 1«Ira,. Doer: Awmoa wt IU erroe.a m •'110ENSp••;H�' M. - it,• No.56705 : S •• ••. GLAZING NOTES: 'A•-ANNEALED — R7. OrreAPllale D. W. TYP.GLAZING DETAIL m=HEATsrRENarHENED -G s�A g�S tu; GLAZING DETAILS J ROSOWSKI 'Pl9' .1PERED 00'BUTACRE�PyB BY KURARAY AMERICA INC. ���••••. 0B0'SENTRYGIA BY NURARAYAMERICq TNG �O FLORIDP. .G�; 1 N.VENICE.FL TECHNOLOGY4275 4 sS�••••••• . SINGLE HUNG WINDOW INSTALLATION-LM 05!15!15 FOR LAMNATED GLAZING COMPONENTS,SEE TABLE I,SHEET 2. •il ONAL 11�•'� (841)-480-1800 S*✓YoQN: deWa y��; A�JlIII I.IIILiFA,P. CERT of AIM I INN! SH-5500 NTS 5 OF 1.3 MD-SH5500-01 P.E16B703 I I I i ± I I ;I �I TABLE 4: T LE 5: Em •r TSF•1 OUIpn Ptoa➢n,malll' lufiDa mYm6rA 6.n1Yry DniDn Punun,maAla oNrryr.. OnbnPnuun,Ea112 A a,1Aa D I�1M1tm I'm 44-50.0 Ib AMI MCI�NP t0Y 41II •88De-lOD binL laNl aA Epr¢• 11]50 •mD •AA NSD -WD binL lirl At Fr IIWiYAe1M ItrN 4 II.eN•IeIW • .WD •mD -AD q.l WYIWraAmelM•W SEE TABLE B,SHEET B FOR as Ea•ne• 11aa.tule •mA •A0 •mo •mA SEE TABLE TO,SHEET B FOR ANCHOR GROUP AND QUANTITY. lar n]n•,t]a HUA -IUD •mo aoD ANCHOR GROUP AND QUANTITY. IYrt adn•asm •IDn .mo .tm IauC./DaayP mAm-axle •Yn aao •mA .Ro . aWs EUa+u kilt-m.v •mA aD0 •m.0 •AD w.reD,wr nan nmN .mo am •tm .Ro t1]n•t1a+e •mn n .aeD .mD DYm vm...... •aan .mA •m aao HEADER O ' � 1°Y� wewwwwN,tNNw•.waD•.,eeurtlEaerrEmTmtbvfWobbWamem.aler.aJan.e.e•r.npafaP•NteeDavSls6eo1 trUWt YWmwWNa••pA•y w a••••r mffN1it1mmmaaaaNua)a1a1lbAa]u.a.we]mb0eaaa.NSN1nnDnD1lNnnln1n1leiiL•----.••..-•-••....amnaautmaNImlxNuamtraluAaaa]]aAA]Aelaa.eadirwrturmNNNtmNeulmneel••.•••W••••••••.•mmmmmmmm�mmmn.AnAAAnDnDAAA a.-•a.••-aAJ-•.•mm•ImAA1•.AmAmRWmomm0.00.aDnA.DD000DAA0Ooeo••.•N•••••••�M•.•••mmememnmmmmmmeseSDsnn0D0D0A CaonoD-•-•..-••.•m1--amnmm-aAA1mroAWn00ooAnD.nAADoDDoDDnoo HEADER 23 u EENG RAIL SW— MEETING RAIL nA1•WA02B S 23 •3 JAM JAMBaSASH Emam SASH HEIGHT HEIGHT 23 23 SILL SILL M GDr t'¢• ti.eli•a610 •BSD •AD •m➢ aDn i Nmm eDA IIaN-11]Y • a0D ♦mA -00.1 NYnelr n.,un . -Wn .mA mA '! atelt u.ea.na •ma mn wA ane nlw, )•I1AN •mA .mD .m WIm,94m YN1•xb •mn •AD •mD •AA ' E➢rDm SECTION DETAIL FOR WINDOWS WITH m Nbnw•. aan.axle .mo .m.o .ae.D .m.D SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,8,7&Sw.awlar a°°•�to •� .WD •aon •AD LEVEL R2 REINFORCEMENT&GLASS TYPES 5.8 7&8 Nrsw nan. aIe . aDD •ma di] ABOVE (REINFORCEMENTSALL ME FIGURES ABOVE REINFORCEMENTS SHOWN IN FIGURES Beata able.aAte •mn -tm •eeA � APPLY TO ALL FRAME TYPES 8APPLY 70 ALL FRAME TYPES 6 CONFIGURATIONS) EAreY aIn•ItaN •m➢ am •m.o •mA CONFIGURATIONS) N velem G• m61i.x6 D .Im •Yo dr] SyyrovlJ OlWmPl71➢iwith lo. w.wrlar aau-mer • •epo aen � FlaHOa WlllDO aLil T•bD ILaN •mA a0A •m.0 AO.a DNA ! a NOAnANORGROUPANDOUMRY.SEE TABLE IOSEETSFOR B/r OaM RIHalGDI Maul lh➢e PrD0a4 .SOppY LYNN Mz�'• ��Rj1:. l\QEN '•.. ��_ �v RAWDD I�' DDM RMYen: – � Nu.00705 •'.�� '; wD.A NOTES: _Q - DESIGN GN PRESSURE TABLE J ROSOWSKI 7)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGHTHE FRAME OR INTEGRALFIN. ' •. 1 T F :JV�� 1070 TECHNOLOGY ORVE IRY), Dota 2)FRAME DIMENSIONSARE BUCK.SASH HEIGHT ISAS PERTHEFIGUNE. ''�` ACORIUI` ���: N.VENICE.R 34178 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SITES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ''/��5/�f�•,•({L•�.�JG�� (841)-480-1Fi00 d.& � Nm — ONTHETABLE 'A:LYJyNW1,IIBkP.E. CERT.OF AUK/1G108 SH-5500 NTS BOF 13 MD-SH5500-01 P. 6B1M I I I 11 I II II i I I, T BLE A.19. Itit,1 �1°"•� em Np1 D.Sr00 P-.on,Moe 4113E Y' 801120120 BmNJpO D..Ixn PIPWn1aS01) NILLYwI h 11.0•W MV+ b.[Lml MavlPtp• U B 11 x .0 a 621x3 a 3 +. 61 0 •Aa1no ^ 0 Mt. a 116 EOWN. tt301 AD n0A•A.0 1600 Nno•1160•AO-1100 ml Ee.a. +1111 005.0-1160•TO..•110.0 aa.•110.0•T •Teo 110.0•lU Aa0 Ho..-+IU•rao-1]LO' e1.e.am..w Ilen.tOAA•20.0«110A•10 1aA 0..Y nno•RO Ilk. aOaD.rn«. ILsti•111ra a¢.•111.0•m.-I0A N0.0•110.0 Q0.0•110.0•T60 110.0 0005 Ilk..11.1 Ilk.•20.1-110.0 a EpaH« IIHI•NbD NU d1U•A.D JIaO NU•1005•rao 1200 a E00M• 1+.m•1SJ11 •nv•110.0 NU Luno•HIO•M.•n0•11to•mo-110.0 dao•110.0 0.0•10.1•A.0•110.1 uNNBa1.1r Ilia16.20•A 0•AO.nno•n0•1100•Ae•IIU «W.OPr«o ll.il)-iwx•It.1100.1105 11/60•7050•110.0 a¢.-10.0.Tao•110.0 0100-010.0•AD Ilk.•2000 dlep READER a Tr•u lu+T.xae•AD 41k.•10.0-ane•R.0 1+00•n0-+AO hbl Sloll.2-.1.Ilk,NO..-010.0 N0.0-110.0 NL0•1200•RO-Imo•i0.0-110..•A1•1140•n1 10.0 p 2005{-R1. .AD•11U•n0 1100•AO•H..•200-Im0 a«awrn«• 2000.20/0 •rio-110.0 aa0-nae•ri0-010.0•rao•1160•0.0•110.0•201•1160 401•n1a•n0•110.0 Z5 e Pq.w• 7- elan•AD-nno•lU 1— AO kko 0001 Eas.a. +ren-2010•roe-1161•11.•11U•1U-1¢0 0005-110 Nao•1160•7005 N0.0•TU•114.Ol0•10LD e .waa ne`. 1116.600. ten•RA-uaa.m u•m.-nao a.J.nraw usnrna+e aa1•uaD una."'Ni".. .me•nae naa-una•rno•110.0•ru•++v a0A 1100 au•nal IDTI.Ias1e . IID•AA-nao•R •alA•AD•+OU 020+0 11.OT•tU1 •T¢D-116.Nao.100 nao•1100•10.11U•mA•00.1.2011100•mJ AL1.n.-011 Ti«I xrba.el.H1•An•1100•AA KO•RO JU•mD Ke T..w a.m•x1J11 •1U•1200•i1.•nal Na.•nno.Ra•1110.]0.0•110.0•200 JU •1U KO •n0 JIA MEETING RAd CYmeN Hen10.20•AD•11U•AA-1U 1ra0•1100 LA0-1- _.k. xan•aAa 1A.0•nao Nae Ao0.10A 11U 0.0-010.0-no-110.0•m0•nU 0.0•ia1•0.A•+mo eba.0rnq• x«I•abre•AO.nao•AA-0.0•200•11¢0•10-+RO auaNM.p1 n 25,511 Q..Alan•7605•+140.IDD•11ao•1L0•101•ra.0•nal•n.-Hao-410.1•rao-11L0 « FWJa. 6.0.61.•A N10-11U•Re.1 0.RO-IIU « E..0.. mnT•x1.R1 Nae•110.0 NAO 1100 7A1•1100 N¢0•+DO Nao-1100 n1..•nao Nao nao•101•110.0 27 4vA..Pru+•. IlA-m.•lU•11U•AA-lino.A9•Imo•RO.10.0 «mUPmnO H.en•!6l11 •200-1164 NU•110.0•201•11.0 Nl.•11x0•7000+110.0•201-1201 rt0.1•Ix.•MO-1160 EIIIEgg11 tla.Deb mennr3a.mA.nao•mo•nno.20..1100•A.mao aw..an 11611 vbu au moa•r0..200.0 Nna-nao•mo 1114 Nao-nal Nao 110.0•20.1•nno Nal Luno �, IUIL IIb10 .An•110.0•ro.0-naa•RO.+01.0.Ro•1010 e«M1 11.01•Vbl. 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I. ..A.. •x05•Ime•m.•1200•RO N..O•HIO•100 Nao.0.0 0105•taA•rat•tat•A.•nno aalmea. lu+r-uaa •mn .17.-Au.Ao•1ao.mo 4 a mm a111.1u+1•m4•nao•RD nu..•200•uu Nno 1200•mo-nao nao•nao•ri1•1005.w 1200 SECTION DETAIL FOR 8 0206.•1 asn-Hale.1..1100.n0.•nu.200.1160 0200•Tao $ 020110 nm•msu.R0 114. nno-no.o.10•noA au•nao•1D 11a1 ano.nu•201 uae•m-IRo WINDOWS WITH L� Tam/ 11a1-ab]a•AA.100•RO KO •200 KO•RO JOA TYw ]la1•]IJie•no 4'...160•11¢0•HI1-11L0•..•110.0 ..LAAO-nno fL0 Nl0 J11 •0..0 KO S0. 6l.e.eoap man•ss al•AD 100.no-nne.rue.u0..•10 nma aZmlo. nfin•mxa aao 160.0•,ok Oma akI•110.0 n0..•uao•m..11oA mo 160.0•roA nal nao 4ILo LEVEL R3 REINFORCEMENT 20. Ea+a• nn1•a.ue•AA dM0 020.0-naa•Ao nao•n0..Imo 9 E"me )len•:anu•rao.vo.D nao-Imo-mo 0100•f\1-11x0 aa.moA a4o nma aAI•1x1 ao1•ueA g GLASS TYPES 9 p u.bllaa man-0.010.A. 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WINDNDOW EXTRUSIONS J 7;OSOWSKI BEADING S, SCREEN FRAME SCREEN FRAME 'n S A E F7 VV 1070 TECHNOLOGY DRIVE M: Dcla' N.VENICE,FL!4275 SINGLE HUNG WINDOW INSTALLATION-LM 06/15/15 ;A kc•.. G 941—450-1800 %,,S/0;,,;,,•�N:` ( ) srn«'V-d' sww sn«e CERT.OF AM./29295 SH-5500 NTS 11 OF 13 MD-SH5500-01 P.EA.705 ' I i TABLE 12 TABLE U.CONT: BIII of Material Bill of Material,cont 8 Pert# Description Material M Part# Dascdption Meladaf 22 0 Mechanism tae 2 620102 Single Hung Flange Head 3 Jambs-Flange PVC 48 72019868 Sweep Lock G.1 nc 3 620103 Single Hung Frame Head 5 Jamba-Fin PVC 47 72019538 Auto Lock Ca.Assembly Gd 23ne 4 620104 Single Hung Frame Head 3 Jambs-Equal LegrBox PVC 46 76X7160PTX#6x 1'Ph.FH SDS(Auto and Sweep Lock Screw) BS 5 620105 SWDH Frame Sill-JChannel PVC 4B 720200 Auto and Sweep Lock Keep. Get ZAC 6 620108 SWOH Frame Sill-Flange PVC 5D 776X34PPA #8x 31W PH.PH BOB Ka er So" 36 7 620107 SWDH Frame SW-Fin PVC 61 420181 UR Beveled Tilt latch Cancer Key PVC B 1 820108 18WDH Frame 810-Equal Legfflax PVC 52 420182 UR Pull Rai Tilt Latch Comer Kay PVC 14 62D131 Filed Meeting Rall , PVC 63 78UPHFL 198 x 314'Ph.FH SDS(Com.Key Scraw) SS 18 620128 Sash Rall(Sides,Top 3 Bottom) PVC 64 420183 Tit Latch PVC 17 620134 Balance Color P C 65 420184 Tit Latch Retainer PVC 18 620133 Seek StoplScmw Cover PVC 68 720207 TTiit Latch Spring ISS ` 19 620158 Pull Rall Interlock 6005 T5A1 67 420168 Plastic Till Lerch Finger Pull PVC 20 620144 Pull Rai Interlock Cover PVC 66 720192 MNei Tilt Laid Finger Pull Ga121nc 21 820157 Beveled imedock 600.5 TS 69 420180 PMI Bar Comer Key PVC 22 620145 Beveled Intedock C ner PVC Bo 720706 PMI Bar as 23 620150 Light Sean Reinforcement 6063 T6 N 83 720191 Sash Pull Handle Cast Zinc 25 620152 HD Sash Reinforcement 6083 T6 At 84 720194 Sash Pull Handle With latch Assembly Gat 22nc 28 620153 Standard Meeting Rall Reinforcement 6005 T5 At 86 7834FPT 08 x 314"Ph.FH BOB(Pull Handle So new 88 27 620154 HD Meeting Rall Reinforcement 8005 T6 AI 86 420158 Bottom Latch Sinha Plate Gel Zinc 30 61644 Wealhemtdp,.187'x.2701 Fln Pile 07 ?78580 118 x BIS'Ph.FH SMS Strike Plate Screw) IBS 31 60300 Weatheraft,.1901 x.300'Foam Bulb Flex PVC 72 720135 Leml LG.Beed iPVC 32 61719 Weathemtdp,.187'x.220'PolyPike 74 Saekbsdding,GE 7700 or Dow 701 Silicone I' 33 81825 Weatherstrip—Plug..220'Fmseai 75 71648N Selling Block 716'x 1-x 118'),85 41.6 dura EP13M 35 7BX1MTTT 98 x V PR PH SDS(Interlock Mounting Screw) 76 Cuanex Suporspecer nXT 115th Hot Mall Butyl Compoelle 38 78*THPX #8 x 3'Ph.PH SMS(Meering Rall Screw) 4108S 77 euanea Duraeeal Spacer Composite 37 71669SP lMwtfng Rei Screw Support Plate 6083 TO At 78 Cardinal XL Edge Spacer Com alta 38720210 IW.p Hate Cover PVC 60 81012 Extruded Screen Frame Alum 40 72D)OOM C—lant Fone Balance 61 81011 Rdl-Formed Scram Frema Alum 41 1#6 x 314'PR FH SMS(Con.Force Baler"Screw) SS 62 7CKGL821 Screen Caner Key for Extruded Frame X4 PVC 42 Blume Balance 63 47042 Screen Comer Kay with Pull Ring X2 'PVC 43 720205 SPIRA B818no08noe Nylon B4 47041 Screen Comer Kay without Pull Ring X 2 PVC 44 78X114FPAX 98 x 1-114'Ph.FH SMS(Spiral Balance Se MOSS 85 7CASPM Tension Spring 88 60 81816048 Screen Clolh Fiberglass 87 81875181814.141'Scrwn Spline(Machine/Hand Roiled) Vln I ' I eppmnd or complylax MIb H✓ Narld D Jie ode 11111111111 Arra RrWq N A - ......'b/(�i - 6A R�Mm: M11Vinl Uadefrod u nM p'•.�tT,p'i R B/t Dam R4eebn: try / - No0..5587870.; ;v `rte' � ® WeedP6en: a aY BILL OF MATERIAL(BOM) J ROSOWSKI 'O�(t`''•.'�<omD?..'�?�� 1070 TECHNOLOGY/HIVE sew Dales• sp7 •.• NC N.VENCE iL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05!15115 NorEs: UNAL (9,!!) 111111111 1)PVCBY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FORAAMAFXTRUOER CODE 1iIIIII111 SMee/NedY: S4 denap Na Rin A.LYNN B41E0.RE 2)ITEMS#&17,15.24,28,29.34,39,61.62.68-71,73379 ARE NOTUSEO AND ARE NOT PART OF THIS APPROVAL P.El INTO a CERT.DF Aunt 1: pa SH-5500 NTS 120F 13 MD-SH5500-01 ,I I I� 1 I, I i 'i i I � OPT.SWEEP LOOK I 4 48 48 OPT.AUTO LOCKi \.. 8 20 47 Q (DOR 92 1 ! I i i is !7 � 69 i. OPT.PULLRAIL O COVER (66 I - O + ae \. 6036 ' I �\•.. I 'i OPT. MITERED FRAME WITH p 21 BEVELED INTERLOCK INTERIOR AND EXTERIOR 18 l d COVER I6 ••.` FRAME WELDS 48 I 72 X4 \ 64 63 80 OR 8f M A�pCHE?,S�sN3 I SCREEN 60 OF PULL XAND4E ASSEMBLY 64 vm14LATa11 ' DETAILS E 4fl CONSTTFORCE \ F I BS ', 10 OR aALANCAN \ O 83 OPT.PULL I! 40 A3 {?43 SPIRALaALANCE �NANOLD 69 sj �\• i is !f' p MITERED FRAME WITH BASH INTERIOR AND"IERIOR $T ASSEMBLY FRAME WELDS DETAILS 53 EXTERIOR 38 11 zi \\ C3 ftAN_ 63 , �1` FkrlrorW.al P41+2Wifba FRAME t,tllllr _'*'-._.- .,.—.».:!.._ .��..-•' D.r. ` p5 ASSEMBLY `.��pNY,LYNN 9UC`,i "I _ x..w;s mle- n.. mD.Al DETAILS w • ::"ucENSF'•,�RP xww D' V ,\ 'it• No.58705 •.'K:. I jai^ R.r1Non— EXTERIOR �. ^.'A•1,�7 / •LY� - LL+er�ilG+a. NOTES: -CY, s1A Eors kt EXPLODED ASSEMBLY J ROSOWSKI I)SOSfOPTIONS NOTSNOWN ONDRANaNO FOR CLARITY. ` CO '•;�toR7gA,.�'�r\; 10NOTECot�5,207E 7tae; 2),FC1fANFRAME SHOWN,PARTS a186.OTNERFRAME TYPES APPLY. `r�Ss�bNAl �N(.a`, (441)-490-18� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 $} RRECEMENTTYFES,SEE DETAiLSON$NEET$Sd T. tttt , t T-- I- -M"7 p �q ltq, per. 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCN9. A.LY�l�11StI.LER,P,E P.E168705 cow.of AUik/2o2Ya SH-5500 NTS 13 OF 13 MD-SH5606.01 I i I I i ei i z i i i I ' I