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HomeMy WebLinkAbout1901-0313 (2) MIAMFDWDENnaIu-DADE COMM Em PROD UCr CONTROL SECTION' DEP,ARTFIGNI'OF REGULATORY AND ECONONUC RESOURCES(AMR) 11805SN26 Street,Room 708 / BOARD AND CODE ADAIDAISTRATION DIVISION T(780315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE(VOA) w nr.mL mi4aAe.mvtxanamv PGT Industries,Inc 1070 Technology Drive North Venice,FL 11275 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 meas 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 AID(in areas other than Miami Dade County)reserve the right to hove 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 AID 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 Secdon that Otis product or material fails to meet the requirements of the applicable building code. Thislproduct 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-5100"PVC Single Hung Window—NX APPROVAL DOCUS ENT:Drawing No.MDSH5400-01 tided"Single Hung Window Installation-NP-, sheets 1 through 12 of 12,dated 05115/15,with revision B dated 06/06117,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp nith'theNotice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING:Each unit shall bear a permanent label with the manufacmrces name or logo,city,state, model/scries,and following statement;Miami-Dade County Product Control Approved',unless otherwise noted herein. i ' RENEWAL of Otis NOA shall he considered after a renewal application has been filed and there bas 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 Otis NOA.Failure to comply with my section of this NOA shall be cause for termination and removal of NOA. A A7ERTJSE n24'T: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,thea it shall be done in its entirely. 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 NOAP 16.0714.04 and consists of this page 1 and evidence pages E-I and E-2,as well as appioval document mentioned above. The(submitted documentation was reviewed by Manuel Perez,P.E- r+ArnawoecouNnNOA No.l7-0630.06 Expiration Date:July 30,2020 ))11101)'1 Approval Date:November30,2017 J I Page I t I I PGT Industries,Inc. NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED A. DRAWINGS 1. Manufactures die drawings and sections. (Submitted under previous NOA No.15-0519.06) 2. Drawing No.50-SH5400-01 titled"Single Hung Window Installation-NP',sheets I through 12 of 12,dated 05115115,with revision B dated 06106117,prepared by manufacturer,signed and scaled by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on:1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 1 2)Large Missile Impact Test per FBC,TAS 201-94 i 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*NXTTm spacer system and XL Edge—spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FT"717, FTL-8968 and FTI-8970, dated 11116/15, 06/07/16 and 06/02/16 respectively,all signed and sealed by Idahnis Ortega,P.E. (Sub[nitied under previous NOA No.16-0714.04) 2. fest reports on:1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Leading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 241132.1,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 mark-ed-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FT1,7964,dated 11/15/14,signed and sealed by ldalmis Ortega,P.E. (Submitted underNOA No.15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5i1 Edition(1014),dated 05115/15 and 0812.9/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.. (SubmiNed under N0,1 No.15-0519.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). afvnvel Pen G. Product Control17 6 E miv ((!! NOA Nw Expiration Date:My 30,2020 Approval Daly:Nmembcr30,2017 E-1 i 1 i 1 , i 1� I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I- MATERIAL CERTIFICATIONS(con-nrme) 1. Notice of Acccptaace 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 02128/18. 2. 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 04/1620. 3. 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 04/1620. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 511 Edition(2014)and FBC 6'b Edition(2017),dated June 22,2017,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no Enancial interest,dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control,dated 626/14 and revised on 8/19/14,signed by Jaime Gascon,P.E.Supervisor,Product Control Section. (Subultred rinderNOA No.15-0519.06) 4. Proposal No.16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. (Submitted underprevious NOA No.17-0714.04) G. OTHERS 1. Notice of Acceptance No.16-0714.04,issued to PGT Industries,Inc.for their Series "5400"PVC Single Hung Window-N.J.approved on 08/18/16 and expiring on 07/3020. Manuel P .$ Produdcautra ram cr NOA It 06 Expiration Date:July 30,2020 Apprmal Dare:Nmem6cr30,2017 E-2 ANCHORAGE /� ANCHORAGE EXAI✓PLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 2&1B'MAX O.C. 2X FORARCFLTOP 52-U8•MAX BUCK WIDTH MAX.O.C. VARIES PER REINFORCEME17i NOT RATED FOR RADEERIS 1r MAX FROM ,-III HEADER ITYPES)iALL LEVEL.SEE SHEETS&7 IAIPACTRESISTANCE .BEE HEADER IS FRAMESEAM 30• 1r MAx / / N'INDDW7YPES) FORALL EET3�_ MAX O.C. ,C[ 1 WODWTYPES) SHEET 3 1 62-1/B'MAX BUCK WIDTH to•MAX FROM SEE SHINES 30'LUX.O.C.►{, _fr MAX SHEET SEE 124 FIXED wsIS 'J / FRAMESEAM S D.SEE eas 1j SHFtT3, I LIGHTWIOTH —� _ U,SEE 30•MAX O.C.- - �ir MAX C,SEE -'}^� - --- A.SEE, 1r MAX I SKE03 _ SHEET4 !II I SHEET3J O �� / Tle'MAX OC84• CmY j � I / ED® / S — � EQUALLY U17-11W MAX 5 HEET3 SPACED TABLES a7 HEIGHT EOUA ANCHORS PER SPACED TABLES 6 A ANCHORS PER � ,� / it�-17M.7_A/BX�•.MI A IL O.Cfi. r 8778• euc3 � _O I / BuUCa c ir MAX HEIGHT �— MAX HEIGHT X 10'MAX O.C. HEIGHT GT X !1 1 V MTA%.o.C. _ - -- to•MAx.Io.c. BUCK -- as SHOWN L x !1 y HEIGHT X 1 (817 1331J4—LMA%.O.C. EQUALLY '/ 13L4•NAK O.C. EQUALLY I 7-V-IS—IBIS 113.774•MAX O.C. SPACEDY +I7 SEE T It SPACED / SPACED I �� A� ANCHORS PER / I SHEETS J ANCHORS PER ANCHORS PFR TABlES6a7 A 1 TABLES697 HEIGHT iABt68a7 1 A BBB j&t1?W11f. &1?LUX BRIT B NOAHCHORSATSBL Bim— NOANCHORSATSLL SEESLLWE73'� B O AT SILL SEES Wim` D� 141C SEESLLYY SASH VISIBLE I 52-IWMAX.BUCK WIDTH NOTCH DETA65, LIGHTWIOTM NOTCH DETAILS, 62.1IWMAX BUCKWIDTH NOTCH DETAILS, NOTCHDETALS, SHEETS SHEET3 SHEET3 SHEET4 ELEVATION FOR EYP.EQUAL LEG FRAME ELEVATION FOR EYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE*FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EOUAL�ITE CONFIGURATION SHOWN WITH ORIELIPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH THROUGH CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHOREDD THROUGH THE NAIL-FIN 73•KEIGHTSEETABLES4-7 (SOLAR ANCHOR DIMENSONS FOROTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT SINGLE HUNG WINDOW t)THISPRODUCT HAS BEEN DESIGNED&TESTEDTOCOMPLY LMH THE REQUIREMENTS OF THE FLORIDABUILDING CODE,INCLUDING HIGH VELOCITY HURRICANE ZONE OHWR} GENERAL NOTES._-._---1 2)SHUTTERS ARE REQUIRED WHEN USED W WIND-BORNE DEBRIS REGIONS. ELEVATIONS._.__—_._ ..__...__—1 3)FORMASONRYAPPUCATIONS IN MIAMIAME COUNTY,USE ONLY NDAMI.OADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GASSa ANCHOR OPTIONS�2 ASTM CSO CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.161 PER ANCHORTYPE INSTALLATION.FLANGE a EQUAL LEGSQX—3 4)ALL WOOD BUCKS LESS THAN I-1?THICK ARE TO BE CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT 6 INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS INST/LLLATION,INTEGRAL FW A JCHANNEL_4 DEPICTED AS2XARE IAA THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL IE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN GLAZING DETAILS_.__—.—..-_5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER(EOR)OR ARCHITECT OF RECORD,(AOR} DESIGN 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REWIRED MIN.EMBEDMENT.INST.ANCHORS ANCHOR QUANTITIES—..___..—._..—..—.&7 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ANCHOR QUANTITIES.—._._._.--.._�._..-.__.B8 6)IA'MAX SHIMS ARE REWIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TOTHE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. EXTRUSION PROFMES .-....._10 7)DESIGN PRESSURES: ASSEMBLY a PARTS LST.�._...�__._.�.11-12 'L NEGATIVE DESIGN LOADS BASED W STRUCTURAL TESTING AND GLASS PER ASTM E13DO. CODES I STANDARDS USER B.FUSIiIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURALTESTING AND GLASS PERASTM E13M. .2017 FLORIDA DUBDWG CODE(FBC),eiR®ITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. X2014 FLORIDA 0UBDINO CODE(FBC),6TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAD5 CORRESPONDING TO THE REWIRED DESIGN PRESSURE.THE 331/3%STRESS INCREASE HAS .ASTM E130M NOT BEEN 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 •ANSUAFBPA NDS-2015 FOR WOOD CONSTRUCTION WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE -ALUMINUM DESIGN M/NUA1-ADM-2016 PRODUCTREVLSSD- 9)METAL SUBSTRATE TO MEET MIN,STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODEANDTO BE REVIEWED BYTHE AUTHORITYHAVWGJURISDICTIM 4ALSI 510&12 Bwi UUr FIXkh 10)REFERENCES:TEST REPORTS FTL.706Q ELCO ULTRACON NOA;ELOD CRETEFLEX NOA;ELCOAGGRE-GATOR NOA:ENERGIWINDOW MID DOOR PROFILES.LTD WHITE a BRONZEILIGHTEH 4AISC 360.10 SHADESOFCAPCOATED PVC EXTRUSION NO";NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAFSPA ND58 ALUMINU 5ST4R, AL �,p 11)APPLICABLE EGRESS REQUIREMENTS TO BE RENEWED BY BUILDING OFFICIALReNNae ONY. Ny USER INSTRUCTIONS: �` uCsF !! UPDATED TO FBC 2017.-JR- 1)DETERMINE THE SITE SPECIFIC.WINDGWOPENINGS DESIGNPRESSURE REQUIREMENT FROM ASCE 7. ••NHL SB7n5 •��� OS/OB/17 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES2 OR 3 ACCORD INGTOTHE INSTALLATION CONDITIONS. *; *- 3)KNUMNOYOUR GLAZING DIMON(TABLE I).WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS OE SIGN = W. PRESSUREFROM TABLES 4 OR 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FORTHEWINDOW ^A•.• 6�2 �` OPaeHAWon: OPENING OBTAINED IN STEP I. � f�TEctim LoGY� GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7.VERFYTHE MLCHORISUBSTRATE WILL MEET REQUIREMENTS .(� TE ((/�: N•VENIMFL3W5 , FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR3•AND THATALL MIN.REQUIREMENTS FROM THIS SHEET-SETARE MET. 'i�l�•••..O.....��� (BL1}48&16011 5)INSTALL AS PER SHEET 3 FORTHRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FN INST/LLLATKIN. ,sS��IVAI.EtaG.�` f�'RRYITC1111T SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ///HILL IIILI711 PDTHOWTA m Splfef/d{opaE Smle Shat OVa�Aq NA. /Ar NOTEDESGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAMETYPES(JCHANNEL,FLANGE ALwTAR61g6efvrD INTEGRAL FW OR EQUAL LEGWn ALYNNMILLER•P.E SH-5400 NTS 1 OF 12 MD-SH54OD-01 B PFa66T01 CERT.OFAUTIL/29290 I TABLE 1-ALLOWABLE GLASS TYPES Glass Design Pressure Frame Gina Frame Frame Type Description(LflSed hem Eemdor m Interior) Table 0 Sheet# 7".. Options CoI18ga Shape& Indalla0on Options that My be used 1 319 LG.:116'A Exterior Cap+112'Alr Space+116'A Exterior COP 4 6 pee Fig B)(we Table 1) (tee ROA) (see FlD C) ....into 2X Wood FmrefBuckstdp-sheet 3,oP6on 1 2 314'LG.:118•T Exterior Cap+112'Air Space+118'T Exterior Cap 4.S 6.7 EquallpO, saaa)Rcd. Through me Ata ns...Into CoacmIeICMU-shat 3,option 2 3 314'I.G.:3116'AExterior Cap+316•Air Space+3116•A Extedor Cep 4,5 6,7 Flange 1-4 OIs Cft2Aew P.An-Amb-Topp ol9nwkslaw.....,..,threogh 1X Bucksbip uric(bnctetelCMU-shat 3,'mon3 4 314•I.G.:3116•T Exterior Cep+318'Air Space+3115'T FXterior Cap 4.5 6.7 &Coxa(le Rados-Tap ....Into Metal-sheet 3 option 4 •A'-ANNFJLLED:T=TEMPERED ....Into M(Wood FmnmM Ickstdp-shat 3,Mean 1 Box/ EquaWe, Square/Rect.,Thrmrglr the game....Into ConereterCMU-sheet 3,option Equdtg 1-4 OdaUProAex Arct4b & dlhe WnEow. ...through IX Sucknm6tn P late ConCade/GMU-sheat 3,ap3 ALL N (84) &College 1.101, Win.Edge MITI. Materiel Mia F M61.F• ...Into Mete!-shed 3 option 4 Group I Anchor Subsir4m llvnl�rthe ...Into 2XWood Farel&x:kaMp-shred 4.optlan5 Distant. Embedment Steel S.- 92 kd 12o ksl Eque'Ule, SquartlRal,yd�ral NL--.-. 1"Screw 60 ksi 95 ksl .fid 1.4 OddlPanlew ArcRTop& ...Into Metal-ehd 4.apllon 7 010 SMS 410 Screw ell kd -110k.1 (01) Through Ore lane...Ants 2X Wood FrmWBuckstdp-sheet 4,option 6 Steel,A36• 376' 0.050' &Collage Rffius-Top .... (51ee1,1841 S.S. Steel Stud,AM Gr.33• 318• 0.0451'(18 Ca) �O °® 57101 88 ksl oliha wkltlow--- Into Med-atsd 1, cr41D S.S.) Elco Uh.ConD 155 kd 177 kat Tllreugh the ...into 2XWood FnnWBaclreMp-sheet 4.option A Aluminum,6063-TW 3187 0.050' 410 SS Eke CretoRer® 127.4 ksl 189.7 kat EWd{lte, SqumNRxl., rah A..... ....Into Metal-sheet 4.option 7 P.T.Southern Pirie(SG=0.65) 7/18' 1.318' fief 1.15 Akmimm 16 kd E kei 1ae9d 1-4 Odei/Prv4ew Arcl.Top 8 a11eD 3116•stest Ulbaeen Concrete(min.2.85 ksp 1' 1318• 336 Sieei 38 kd 691 kal 6 Collage Rectus-Top Thm�Ge tryoo 2X Woad Fmrrltl&rckdrip-nhed 4,option 8 UngrclMd CMU,(ASTM G90) 2-12' 1-114' Dr.33 Surd Stud 33 kd 45151 o101e wiadwY........-trio Med-shed 4.option 6 012 SM9 P.T.Soumem Pine(SG=0.55) 9116' 13/8' FIGURE A:FRAME CONFIGURATIONS FIGURE B.FRAME TYPES Steel,A3W 316' 0.050• (sleet, .S.S. Steel Stud,A653 Gr.33' 310' 0.0451'(16 08) e or 4100 SS.S.) Alordrlum,608375' 3/87 0.063• - 114'areal Ultreccn P.T.Soulhem Pine(SG=0.65) 1' I-We, f✓ M 4 0 1/4'stat Cretelex P.T.Southern Pirie(SG=0.55) 1' 1318' 114;sleeiA99re-Gelor P.T.Southern Pule(SG=0.55) 1• 13/8' ,y -- BOXOR Concrete(min.2.85 ksi) 1• 1314' F/ FLANGE EQUAL- IT teal UlbaconLEG C U11gsmrtnd CMU,(ASTM C410) 2-1? 1/4' teal Cretexex Conerete(min.3.35 kap 1' 1374' EOUAL4ITE ORIEL LOT7AGE 114'steel Ultmcon CorKtete(min.2.9.5 ksp 2-112' 1.314• FIGURE C:FRAME SHAPES Concrete(min.3.35 ksi) 2.1? 13/4' 1i4•steelcalelex -.iBUCK WDTHIf�lBUCK wDTHIF rlBuekvnDTHI► D I Urgrouted CMU,(ASTM C410) 2-10 1-114' 1/4,steel Aggre Gator Cancmte in.32751st 1-1/Y 1 T T / + T Grouted CMU.(ASTM C-M) 2. 2 3 I •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. INT 3 O Y O Y } EGRAL 'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 'yori G Y O .'CHANNEL FN N.s TABLE 3:ALLOWASLE ANCHORS THROUGH THE INTEGRAL FIN L RECTANGULAR luSTOP ARC14-TOP Nm Edge Mir/. WINDOW SHAPES AS ABOVE OR SIMILARME APPROVED.SWIPES MAY PRODUCFRBVLSED Group Anchor Substrate Dlstorlae Bnhedm.r, BE USED BY INSCRIBING THE SHAPE IN ABLOCK AND OBTAINING rarnmplpiv.I%ftRf0 DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Oo;Nage d. E 2-IrZ x.131'Common Nal P.T.Soulhm Pire(SG=.55) 318- 2-7/16' THE TABLES ON SHEETS 6.9. RIh 111 �r -If)- 20 2-112.^RSngehark Rootrg Nail P.T.Smdhm Rin(SG=.65) 318• 2711E \ R0°'b1p pNY LYNN � P.T.saNhm I re(sG=.ss) i12 13 E ��:�GF"se !(��yi ANCHORS RE-GROUPED. moray Pas_ . atOTnreabead SMS Aluminum,fi08375' 3187 0.(150" ()P (steel,168 S.S. �� _ -JR-O6/O6/17 F or410 S.S.) Steel tStud,GGr.33' y6 0.0451' Ga.) =.* No.SOM5 _*_ room 1112 SMS P.T.SoLdhem Piea(SG=.55) 9116• I-W '•9 1Zr _ tmoTE�HHtX.oDrtwvE GLASS/ANCHORS/FRAME OPTIONS JROSOWSKI (steel '.S.S. Ahaninum,6083-TE 3187 0.083• � :. DF /F�7 N.VENICE,FL3= _ Sleet 514 Gr.33' 3B• 0.050' F2O.....:'C�� (641N00.1600 Steel,Ase' 3187 o.aso ' ,�OIVAL�NC�`� Bea1r SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 'MIN.OF3!READS BEYOND THE METAL 5UBSTRATE 111111111\\\ IIaara!IF�iVro� � uatk Sheeb U`_m ALYNN MILLER PE SH-5400 NTS 2 O 12 MD-SH54OM1. B P.E056705 CER7.0FAUTH.0=515 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHOREDTHROKI FRAMEAND1X INSTALLATION DIRECTLY INTO CONCRETFJCMU. BUCKSTRIP INTO CONCREfE1CMU. OPTION 1 EDGEDISTANCE SEE NOTE THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2%WOOD iM MAX SHIM tg 1/4`MA%SMIM FRAME OR BUCI6TRIP. T- I SASH VISIBLEI� 17 - SEE NOTE 2.THIS SHEET. EMBEDMENT 18 LIGHTWIDTH _ EDGE EDGE 0 GISTANCE FLANGE FRAME DISTANCE SHOWN III 44 BALANCE TYPE VARIES TYP.ANCHOR �/NO'MAX TYP.ANCHOR TYPE. 42 WITH SASH _ Q TYPE. SHIM EMBEDMENIAND WEIGHT 54 EMBEDMENT 2 TYP.ANCHORTYPE. EDGE 30 91 DISTANCE EMBEOMENTAND EDGE DISTANCE PER DI STANCE PER SUBSTRATE. SUBSTRATE. EDGE SUBSTRATE DISTANCE SEETABLE2. a Q 18 BE TASLE 2,SHE[T2 SEETASLE2.SHEE'rl EXTERIOR 87 •• SHEET 2. ,- o 4 FIXED NSIBLE FIXED 19 '1, 0 OPT.SASH TOP FLANGE I LIGHT WIDTH I EQUAL VISIBLE - JLIFT PAL FRAME BUCKWLWH lEGBO% LIGHT NOTES: SHOWN r FRAME FOR ALL NCHOR@ DWS: SHOWN HEIGHT 1ANCHORQISS 1)USE ONLY HORIZONTAL SECTION A-A 49 d8 21 FROM ER.END AND AT SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVR WINDOWS SHEET2.FOLLOW EMBEDMENTAND DADE APPROVED MULLION.FBC COMPLIANT ALUMINMISTEEL FRAMING OR STEEL STUD. 73 p ADD ADDITIONAL EDGE DISTANCE UA6T&.ANY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIESTASLE2 SHEET2. INSTALLATION OPOON SHOWN MAY 14 , 45 46 47 O FROMgC END. B' BE USED WINDOW. ANY SIOEOFTHE FORWINDONSWRH WINDOW. 1N4`MAIL o SHIM NIOGRO12STEEL 1I4•MAIL BUCK 16 BOTTOM LOCKS: 2)MASONRY ANCHORS MAY BE HEIGHT ,O ADD ADDITIONAL. USFP INTO WOOD AS PER TABLE 2. SELF4%BLLWG —� �SHIM SCREWS@8.17 SHEET 2.ALL WOOD BUCI(91cev SMS IDS).SEE 85 30 T— FROM END. THAN 1-V2`THICK ARE TO BE TABLE SASH CONSIDERED IX INSTALLATIONS.1% SHEET z EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LJ UNIT S INSTALLED DIRECTLY TO HEIGHT SUBSTRATE WOOD BUCKS 1_ 18 DEPICTEDAS 2X ARE 1-irl THICK 88 OFT USE EITHER OR GREATER IX AND 2X BUCKS 65 LATCH OR MHEN USED)SHALL BE DESIGNED 2BOTTOMLOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL INTER1 91 INTERIOR 31 TESTED UNIT THE STRUCTURE WOOD BUCK FRAME LEGALOX WEEP LOCATION.6,W DESIGN AND INSTALLATION IS THE SHOWN FRAtff NOTCHESAT 8D FROM SASH END. RESPONSIBILITY OF THE ENGINEER �� SHOWN p EACH END. ORARCHMECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT EXTERIOR B gg INSTALLATION INSTALLATION (ALSO ONG)IS MEA TOAD DAYLIGHT OPTION 4 OPTION 4 PRDDUri%wIA. 67 OPENING)IS MEASURED FROM B.fd-p C d WfiA�F7aMa 174•MAX SHIM BEADING TO BEADONCL ANCHORED THROUGH ANCHORED THROUGH AuM-N FRAM iEG50X � FRAME INTO METAL FRAME INTO METAL ncaP�.No I FRAME SHOWN o ILII II III, `` ON....NN Rau w EEPH S pff. NO CHANGES THIS SHEET. er WEEPHOLE NO ANCHORS M® Pio4''° 287.E 39 F"�iwlc�EaR VISIBLE LIGHT FORMULAS 'tt No.58705 EQUALAEG WIDTH EACH END. FRAME SILLS QSASH:BUCK VAM-6-1? 9 : 0a1C lho�n�' QFNEDUTE:BUCK WIDTH-4a3V �Ap:u C� 107ama ncYDRm FLANGE&EQUAL-LEGBOXFRAMES JROSOWSKI HEIGHT(EQUALITTEI i�((S1•'.20RIDA`.:'���� (B4/)d861600 VERTICAL SECTION B-B BUCKHEIGHTM-3.1N1I �''�Tr/ONAi ENG`��` r�rywRemn SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 NNNNIII11111�` � s.Ho/uomA sma 1'3 ls.r NlraeHp NSA Rx. A. P.E.HALER, SH-5400 NTS 3OF 12 'MD -01 B PEJ SST05 CERT.OFAUTH.021CM I I INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 5 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHOREDTHROUGH R4TEGRALFIN INSTALLATION OPTION 5 EMBEDMENT 2X WOOD FRAME OR BUCKSTRIP.SEE INT02X WOOD FRAME OR �_EDOE DISTANCE NOTEZTHISSHEET. BUCKSTRIP.SEE NOTE 2.THLS S ANCHORED THROUGH INTEGRAL E+EMBEDMENTNEtT. FW INTO 2X WOOD FRAME OR 'Ps 114'MAX SHIM 114'MAXSHIM BUCK-STRIP.SEE NOTE 2.THIS EDGE DISTANCE 16 SHEET. TYP.ANCHORTYPE. SASH VISIBLE L� 17 JCIIAMNEL EMBEDMENTANDEDGE 18 LIGHT WIDTH FRAME DISTANCE PERSUBSTRATE. SHOWN SEE TABLE 2.2,SHEET Z. --I (SCREW SHGWN) 44 BALANCE PE ES _. [I EMBEDMENT I-1/4'MAXSHIM 42 WITH SASH 1 TYP.ANCHOR TYPE, EDGE WEIGHT 54 EMBEDMENT AND EDGE DIST I31 DISTANCE 3.SHEESIRATE fin SEE TABLE 3.SMEET2 18 (NAIL SHOWN) EXTERIOR 87 EIABEDCHORTYPE -1— INTEGRAL EMSTANCE 1TANDBDGE STR 1 1 O I FDD:D VISIBLE 3 FW DISTANCE PER SUBSTRATE. FD(rD iB 20 OFT.SASH TOP "1 LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. VISIBLE LIFT RAIL '�� 1 SHOWN (HAL SHOWN) LIGHT 1 FRAME HEIGHT FOR ALL WINDOWS•_ NOTES: SHOWN i BUCK WIDTH 1_ i' 48 48 FROM ENDANDAT 1)USE ONLY HORIZONTAL SECTION C-C 21 CENTER. SUBSTRATE-APPROPRIATE 72 FOR WINDOWS ANCHORS LISTED ON TABLES 233 73 — OVER 3V OF SHEET 2.FOLLOW EMBEDMENT 1/4'MAK, LLI DAD E APPROVED MUON,FBCC05WLIANTALUMINUM)STEELFRAMGORSTEELSIUD. 4 ADDADOMONAI. AND DISTANCE LIMITS.ANY SHIM Imo— MAYBE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES.TABLES 2E 3.SHEET 2. •J 46 47 SCREWS®16318• INSTALLATION OPTION SHOWN MAY 14 3$ FROM END. BE USED ON ANY SIDE OF THE FORVANDOLMSWTTH WINDOW. . BUCK 0BOTTOM LOCL6: 1100R6125TEEL �.I 114*MIX HEIGHT 60 IC 1B ADD ADDITIONAL 2)MASONRY ANCHORS MAYBEUSED INTO WOOD AS PER TABLE 2. Sms SELF43MM G I SHIM 85 30 -�— FROM ENSCREWS D • SHEET Z.ALL WOOD BUCKS LESS TABLES 2833. I O THAN 1-1W THICK ARE TO BE SHEETZ SASH CONSIDERED 1X N6TALLATIONS. EXTERIOR VISIBLE IX WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE WOOD BUCKS 16 y LI1TC7(SHOWN) DEPICTEDAS 2XARE14WTHK7( 88 ,T— OR BOTTOM OR GREATER IX AND 2X BUCKS OPT. LOCK(SHEET 3J. 30 65 - TESTED UNIT (TOPROWHEN USERLY TRANSFER LOADS D)SHALL BE DESIGNED FIN AND/OR INTERIOR 81 31 89 LOCATION O-W TO THEFSTRUCfUREWOOD BUCK FLANGE REMOVED WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE INFIELD NOTCHESAT 80 II RESPONSIBILITY OF THE ENGINEER INTEGRAL FW EACH END. NOANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN aEQUIRED IN FRAME EXTERIOR INSTALLATION T SILLSIFANCHORWG 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION I- THROUGH FRAME (ALSO REFERRED TO AS DAYLIGHT OPTION7 THROUGH OPTION PRODUC REVISED OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME WTO �>�w701 ° INTEGRAL FIN BRIM 4'MAXBEADING TO BEAMM INTEGRAL FANCHOREIN INTO METAL METAL BNTEGRAL FIWFLANGE REMOVED) B — I FRAME SHOWN 111111 E-p—D�44 ./ sr'x+zsWEEPnoLE o �ONV LYNIy��,"� NO CHANGES THIS SHEET. O3B W)COVERE287- : '� 'uCENSF'•; � M1ad P1omM FROM FALH END. VISIBLE LIGHT FORMULAS •• •.? TYP.ANCHORTYPE EDGE DISTANCEYhpTM =*: No.58706 EMBEDMENTAND ED GE y DISTANCE PER SUBSTRATE, _L @SASH:BUCKWIDTH-61? =-p'{.` Docw— SEETABLE3,SHEErz --I EPABE13MEW - ®FDEOLITEBucKWIDTH-4-W =}1 6 � �,1omTE—LDDymtw J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) �O ATE (O�� N.VENICE,FL 34275 I HEIGHT(EGUAL1M F(ORIOK.. �` + 1600 '� DeOe: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HE3Wr2-315110 �%�SS�...........NC2�;•` Dom SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ANCHORED THROUGH INTEGRAL FIN ��/oNALE1� ,mw,,,,,®,� INTO2XWO0D FRAME OR BUCK- 1111111+` ALLWOI118AT MU, Sm��Y044E S SnecE ��IfO' lAY. STRIP,SEE NOTE 2,THIS SHEET. A.LYNN MLLLER P.E SH-5400 NTS 4O 12 MD-SH5400-01 B P.EY 58705 CERT.oFAUTRRB208 I 3!4•NO 'NO 4•NO4•NOM �•�— 118"A GLASS 118'T GLASS 3116"A GLASS 3/18"T GLASS 12"AIR SPACE IT AIR SPACE 318'AIR SPACE 318"AIR SPACE 11�EXTERIOR 1 a EXTERIOR 3118'AEMER�OB �1a EXiEB10R GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 47r,798"'NOMGLASS TE TYR 7 31 EXTERIOR38PRODULTRn'VL53J: tel,'•CEN'•••/� RnWOn: NO CHANGES THIS SHEET. M TYP.GLAZING DETAIL =* N0 58M :*- =Ao(� 64 1870TECNNo{DGYDwE GLAZING DETAILS J ROSOWSKI iC•'AtORID11-�i�`� N.VEIBCE,FLUM _ _ cunrvcNarEs: ''SS/,ORAL ENG " 1600 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 'A'=ANNEAIEO' I ��/11111111\\. mPnp .=, T=TEASER i �• /NodaG Smb: SAeeC [yv�p Na R B A.LYNN MUM PE SH-5400 NTS 5 OF 12 MDSH5400-01 PEA 5BMS CERT.OFAUDLfffi29E 1I i Y ! o � � ¢m �Q �0 4 0 $ 2. 1 F � g Lu LL Z O opqq co o q K ZLU Z N LU c7 Z d =Z, O u� W CD 3 M z o MU) Z.oWoi� I� -,,Q >i$ O� R �� b F-E� o �o N 1!�0" i All Q fai o;J_ g *...PRci.� ''�nuina` oil 14$0mall Miiiisi4i;iiipp inji i*ji.q qmjqjq4M P M11191,111?91,111 MPiii - �a�®OA�A,�, ��g�ai2�a����e��a�e����i��,�a�iii33iiiiaiii3i"-ii;a`s • � � A - 3ee �gi"p 3Pf Aaf�a g8-Agag7 vn �a�8a�7 igi9��Ba�aOli - - --- - -- - - -- Jim 4,0 big ammX F= N LL W m r 0 F LLI a = 7 �z7 9� N C 7 G G w W W o _ U' Z o � a z = 1 m Oc�Zw p w U' RF F z O y <� �r b o� Z N W J to� �I1111111ff o . aggqqq'qqq`qqqqqq �i ijg�g111111141 ;#Jili?�i i? ggqqqq1 �aa�d`s,��ffid�?ds'2ae"a-�aa'ggdd=�� ?a'odddvdddiiaa ggddd a ggqqqqqgqqqqq�qqqqqqqqqqggq`qqqqq ggqqqqqqqqqqqqq ����3aA ?9�pp�� Te �3AFd:0 *ddd:gdddKaddd o' Am lipq`qqqqqqqqqqqqqqqqqq ggqqqqq'qqqqqqqqqqqqqq � � aaaatt aaaagaaaadg�yg'aaaa�ffAA�R�Fd�ga�yd?dd,sdm�"sdddd 01010 q?ggA }'9 y9gqqfqgqqqqqqq9qqtqqqgq �� p77Ca37CR@� ;i'101110 96i�?, a B� add$��-, .�7�§@�F a � o ggqqq ggq'qqqqqqqqqqqqqqqqqqqqqqqq ggqqqqqqqqqqqqqq �yggqqaqaq ggqqqqqq ggqqqqg3 ggqqq q ggqq�aq�aqqqq � °a aaa ,,9aagadgqaqqIqaqqaa� R =� agd`a_$de� � W ggqqqqqqqqq g 4 1 ilijili ililijigqqqqqqqqqqqqqqqqq i 4 ilip 14 1 HYu, _- 9R 8 '112111!; 999 3 3 �q�Aa9as ��a�_g��aa.?�A��aa:�-��?aa 2a�z=��lo"i2 a p a t w e€e•.�a a W F 3 7 a C a Rc3 a ! nmW W cw�nwi p , i �O ni �DODQDDQDDQQQQQQQDQDDQQQQQQQODQDQQQQQQQDDQDQDaQQDDQQQQ �QQDQQQQQQQQQQQDQoaoQQQQaQQQQQQDQQQaQQQQQaoQQQQQaQQo mOaDDaaDDDoaDDQDQDDDDQDDODDDDDDQDDQaQD00000DQDaaDOoo ODQQDQQQDQQQDQQDQQDQDQQDDDDDDQDQDQQQQQQQQQQDDQQQQQDQ �mDQQDDDQDQQaQaDDDODaDDQDOQQQDDDDOQQaDDDDD0a0DQQQ0aD0 ma0DD000DQaDQQDDDaDQaDa0aD0DDQQDDQa00D0aaQQQQaOaQaaO ^ 80ODDQDDDQDQQDQDDDDDDQDQQQQQQDQQQDQDQQQQDQDDDQDDQDQQQD s - �QQQQaQQDQQDDDDDDODQDDQQQQQDDQQQOQQQQQDQDOaQQDQ0aDQ0 - maaaQaaDQQaDQDDQDaQQDDaQaQDa000DDDQaQQaaaQDQQQaaDaaa : .�8 X007©0000 O�O�000A000000�OOODOODO�OO�OOGO�O��DO�OGO . 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DADDDDDDooDDDDDDooDADDDODDDDDDD00000D 0ODD00000D000000000000000000000D0000000000 J00D00D00000DD000D0D000000D000000DDD00000D00D000020D l0oo0ooADDDDDDDDDOADDDDD000DDDDADDDODDDDDDDDDODDODDD 0000D00000000000000000000000000000000000000000000000 B�m0D00000000D0000000D001111111I D000000D00DD00o00D oA00AA0000000000000D00DD00D0o00D0D00D00 OOOc0000000�000oo00°DOo00o0000090000000 ` 20000 �000000000000000000D00D000C10DDD00D0DD0DODDD0000DDOOD� , _ _ 0� 80�8B�8A�0A���0�89 �D8g8�8�8000�0�0��80�0�09B��8 D0 = ooaoo .o©vo ,3.500'-.oar -+�-.Dar +��ABY -=�.0sr IAe3• ,A8r ,.483• ,.483• A70'•-��+- � LLIGHTSISH 7Fl-1377]51' 177, L0-� J o 7,5 '625JLFIANNEL FRAME .625• FLANGE FRAME FINFRAME EQUAL LEG FRAME 1.185 HEAD/JAMB T OHEADIJAMB tJ7s oHFM/JAh78 HEADlIAMB O FOR��7 T L 3A83'-� 3A8s-�{ 3.483• A70' —SIF A6z•. —�Ih—.062. ---IFS Ar 1.03V ,Aa,• J�pI� -7I}' LLl -V'.130• o 4. 4 o V 2.1m. D D 4 y'.••1 ,.33,• r- _-{ 1.340• REINFORCEMENT }-- REINFRCNO MEETING OEMENf '625' J.GIANNEL '6s FLANGE ,.375 FIN FRAME EQUAL LEO 1 1.37 Q FRAMESILL T O8 FRAME SILL O7 SILL OB FRAME SILL � T L 1 T -�•{ t27s ,376• 1 I Z'W�{ 2.178• ,A7r�{ I'+ ,.565• ,.63s 1 -t•-11 I Iul .865 .OBS .37s I Iy A74' .580• A7/• � .� ��7. o 1 .pas '35s Opp J Aso•J .p50•JT """ , 33r 1.000• A60 �•j;r======c .pTO' r- SASH STOP L LIFT RAIL BEVELED BEVELED 14 MEERNO RAIL ,B SASHRAIL 17 � 1B SCREWCOVER 18 INTERLOCK 2U INTERLOCK COVER OMTERLOCK O INIERLOCKCOVER FRODUCTREVErD ....pjjft. ftFk" =211-1 ��20 BgnrmlmDffie LYtifil � 301, 3,s F 30014Rabb. CHANGES THIS SHEET. R7 . .754• .750• • N..Sams '= i �T o3s-)� ozs—►I-�� _ �/� _ WIND ao. er O OExmuDEo ORQLLEo po'•. rA7r � ;�� VT 24275 WINDOW EXTRUSIONS J ROSOWSKI 73 IO BEAD SCREEN FRAME 91 SCREEN FRAME �7E 'T�'•••!2ORIDP; (841)480-,600 10b: Gate SS�GNAL�NG�� SINGLE HUNG WINDOW INSTALLATION-NI 05!15/15 Aurapxrsla�4rm soro/uoc� score snrc wo.1„o No. Tae AIYHN P•E CE>n QFA177H.s2 Mia SH-5400 NTS 10 OF 12 'MD- 540M1 B . i i TABLES: TABLE a,CONT- SILICONE HOT-MELT BUTYL Bill of Material 1311 of Materiel,cord. STRUCTURAL # Part# Description Material # 'Part# Description Matedal STRUCTURAL 114'NOM. SILICONE 3116NOM. t Ot S Hung Frame Head 6 Jambs-J*wmel G 45 720197 mo k Mechanism C Steel POLY6�11CCA IE WITH 620102 Single Hung Frame Head 6 Jambs-Flange PVC 48 72019669 Sweep Lack Cast zinc WRH DESICCANT DESICCANT 3 620103 Single Hug Frame Head 6 Jambs-Fm PVC 47 72019568 Amo Lack Cover Assembly Cast Z= EXT.GLASS EKT.GLASS 4 620104 Single Hug Frame Head 8 Jamba-Equal ox PVC 48 7SX1160PTX#6 x 7-116'PIL FH SDS(Auto and Swssp Lack Screw) SS 5 631105 S WDH Frame Sig-JCnannel PVC 49 720200 Amo and Sweep Look Keeper Cast zinc 8 63)108 SHIDH Frans Sill-Flange - PVC 50 78X74PPA 98 x 314'PH.PH SDS r Sore SS 7 63)107 SWDH Frame SW-Fin PVC 51 47,0181 UR Beveled Tilt Latch Come Key PVC INT.GLASS INT.GLASS B 620108 SWDH Frame SL-Equal Leg/Box PVC 62 420762 UR Felt Rag Till Latch Comer Key PVC 14 620131- Fixed Meng Rail PVC 53 7634PHFL #6x 314'Ph.FH SDS(Caner Key Screw) SS KODISPACE SUPER 16 620129 Sash Ran(Sides,Tap a Bottom) PVC 64 420183 Tilt Latch Pvc 76 SSG TPS SPACER®NXT- 17 620134 -Balance Cover PVC 65 420184 Tilt Latch Ralalner PVC 18 620133 Sash StopiSemw Corer PVC 58 720207 1'Tilt Latch Spring as 19 620156 PWI Rail Inedock 6005 15 At 57 420186 Plastic Tit Latch Finger Pug PVC ALUMINUM 2D 620144 PIN Rail Interlock Cover PVC 58 720192 Metal Tik Latch Finger Pull Cast enc REINFORCEMENT paced DESICCANT FILL AREA 21 620157 Beveled Wedock 600515 At 69 420180 Phot Bar Comer Key PVC BUTYLENE Sfl6'NOM. 22 MM45� Beveled Interlock Cover PVC 60 720208 Phos Ber SS 5116-NOM. SEAL 23 620150 Light Sash Reintrcement 6063 TB AI 63 720191 Sash Pull Handle Cast Z. BUTYLS SILICONE DESICCANT ROLL-FORMED 26 620153 Standard Meeting Rail Ratn6reemerd M T5 At 64 720194 Sash Pull Handle With Latch Aasemhly Get zine FANT STAINLESS STEEL 27 620154 HD Meeting;Rail Reinforcement 6005 T5 At 65 7834FPT 08 x 314'Ph.FH SDS(Pull Handle Scow) SS EXT.GLASS 30 61644 Weatherstrip,.187'x.270'Fin Pile 68OAM 420165 Batton Latch Strike Plate Cort ane _ IXT GLASS 31 60300 Weauwstrip,.190'x.30V Foam Bulb 'Flex PVC 67 7868B #8 x 618`Ph.FH SMS Stake Plate Stow) SS 32 61719 Wealheutdp,.187-x.220'PoyPile 73 720138 I.G.Bead - PVC 33 61525 WealhersNP PIN,.220'Fiaseal 74 Backheddmg,GE 7700 or Dow 781 Si mace INT.GLASS INT.GLASS 35 78X1MT I T"#8 x 1'PR PH SDS(IMedack Moudav Scmw) 76 71646N Setting Block(71r It 1".118'),B5 fl-5 duro. EPOM 38 7MT14PX #8 x 3'Pn.PH SMS(Meeting Rail Screw) ,. 410 SS So 61012 Extruded Schen Fnma Alum DURASEAL® XL EDGEI" 37 7166SSP Meetng Rail Screw Support Plate 608376 At 111 81011 Rdl•Famsd Bergen Fnma In O O V7SX1I4FPA.XI#S Weep Hole Corer PVC a2 7CKGLB21 Screen Caner Key for Extnded Fnma PVC SPACER SPACER Constant Farce Balance 83 47042 Screen Gane Key with Pug Rklg PVC #8 x 314'Ph.FH SMS(Cort Force Balance Screw) SS 84 47041 Screen Caner Key wxhaut Pull Ring PVC Spiral Balance' 85 7CASPM Tension Spring SS Spiral Balance Shoe Nybn BES 61818C48 Screen Cloth Fiberglass Y 1-114'Ph.FH SMS(Spiral Balar ee Screw) 410 SS 87 61635181814.140'Screen Spline(Machine/Hand Rolled) Vhryl f Part#l Description Material rRGDucrai:vLSM es axApty4a}wifl LSe Ftrida 76 Kommeding 4SG TPS Spacer System 7>�.ae�9code Sea this rum .A�11� 77 plmnex Super Spacer rlXr with Hot Melt Butyl Sheet is .` Y LYNN 't. ei"�01L' 78 ouanex Duraseal spacer ON V''% Pff NO CHANGES THIS SHEET. 86 � Materials '• „i 78 Cardinal)d Edge Spacer Y;'• •. `% REFERENCETES REPORTS:FTLJt717,8968889711 No.59705 ta :* ` _ luronowlXocymm BILL MATERIAL(BOM) J ROSOWSKI _ ',NS•..!kpgnOP,: �2�: MIQ 4110.1000 lift oma NOTES: �''riS�CNAI�NG`� e SINGLE'HUNG WINDOW INSTALLATION-NI 05/15/15 1)PVC BY F1fERG1 WINDOWAND DOOR PROFILES.LTD.TO BE LABELED FORAVAAEXmUDER CODE rrrTr11111` ALLIBW191FinaFa Serfn�fMOr! 'N aa�'D-S fir. 2)fTFJJSII9-17,15,24.26,28,29,34,99.61,62,88aRARE NOT USED AMID ARE NOTPArrT OFTHISAPPROVAL ALYNNM PE SH-5400 NTS 11 OF 12 MD-SH5400-01 B PFJ 597b1 CERT.OFAUTH.#MM OPT.SWEEP LOCK OPT.AUTO LOCK 47 ,B 20 OOR 5B O ' i 48 O 51 OR 52 o f I 45 5s O OFT.PULLRAIL '4-ORE) ,9 INTERLOCKS I V� COVER �O t � I O 87 VIII.\ o 011l i i BB I IIWIWIII'1'1"II I \ J I 39 f I OPT. IT MITERED FRAME W91H i i I 27 BEVELED �qLpq( INTEMORAND IXIERIOR 18 S &(OVER FRAME WELDS i O 18 \ �" 73 4 78�• 53�� 88 OR 87 74 f \ oto SCREEN OPT.PLL. ASSEMBLY 64 i ITHLATCH DETAILS CE 41 40 CE FOR OR OPT.PULL -o-GR? GR? 42 43 SPiRILL ftALlO,CE HANDLE 63Mev I 16 07 \� MITERED FRAME WITH r SASH INTERIOR AND EXTERIOR 3T ASSEMBLY FRAME WELDS 6s / as DETAILS �\ F7(TERIOR �J 59 =UO7REVlSSD 5 TO 53i 7mw"*-Fbdb ASSEMBLY RNO CHANGES THIS SHEET. DETAILS ' `: `p EXTSRI \\\` ;poE F� ::�f�` imTEa+NoLDDYDRrvE EXPLODED ASSEMBLY J ROSDOWSKI NOTES OR A� .`�� N.VENCEFL34YT5 Tift 1)SOW PART I SfOPTIONS NOT SHOWN 09 DRAWING FOR CLARITY. (941}A8616110 3)FOR REI ORCEMENTTYPENI PART60S,SEE r1&5.THSHEFRAMETYPESAPPLY. '`sS!ONA�``tENG` o� SINGLE HUNG WINDOW INSTALLATION H 05/15/15 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LACKS. 'A.LVNN I�IU[n,PE SH-5400 NTS 120E 12 MD-SH540D-01 B PE163T06 CERT.OFMJT1l P2'S88 1 1111111N— Page 1 of') 84 4 C of i D ESU — Find Next i t Last Modified Date:01107/2019131 33:09 741fl C Iinimercial Circle {PO#:TREASURE COAST GC p� c' Fort Peirce,Fl.34951 7 C9 !Job Name:GALLEAN Phone:V72}38-66511 _ s� dy Fax:(772)460-0"8 Job Addresw TBD I Quote# 5519306 ' CUSTOMER REPORT sales Person:Frank Williams 71 � j ' f `t Customer 11001806.5 J7 "7 / X u3 Account# Phone# Fax# Item Description iQuantity Line Pricing 0001 {{MULTI-PART MULTI-PART UNITSt1 Ordered: List Price Sell Price a Ext Price (1.00) 9 €1.00 $0.00 $850.56 $850.56 3 -* Configuration:73.X60.75X.,5400,TW`,MTCH COL,B,.625FLANGE,EQUAL i 2 BEGIN MODEL SET 001: Series:5400.0000 l Combo Contig:TW-Twin Factory Mull:N # Unit 1(Bottom Left Unit):SH5400 I Unit 2:SH5400 E i * Frame Type:.625FLANGE ;Assembly Options:MTCHCOL i Width Equal or Width:EQUAL Send Mull(s):Y [[ Mull Part Selection:MULL/CVR/CLPS Size Selection:ACTUAL _ t Width:73.0000 i Height:60.7500 Vertical Mull:1.25X3.25X.625 i Frame Color.B -Bronze Glass Color.CL -Clear Boxing Options:BS -Box Screen `Location:TBD -` i Notes:DBL SH 73 X 60.75 i 0001 ____�_ SH5400 VINYL SINGLE HUNG 5400 ^� (2.00) (Ordered: List Price SeII Price Ext Prrce _ 1.00_ _ $68713 # _ _$0 00 $0 00 i Cortfigurarion 35.875X60.75X.,STD,5t8 FL B,EQUAL,IG CL ES Max NO^GRID,DBL,SWEEP,1816K-BOXED,CMFRT LFT HNDL 1~6ertication Type:MIAMI -� Frame Type:.625FLANGE Vent Selection:on:EQUAL Window Style:STD ;Vent Configuration;EQUAL Size Ref:ACTUAL i Size Selection:CUSTOM � Rough Masonry:37 5/8 X 613/4 !Actual Size:35 7/8 X 60 314 Egress Opening:315/8 X 25 314(5.6485 SQF Wood Frame Opening:361/8 X 61 } Balance Type:CONSTANT Frame Color.B -Bronze r I Glass Family:IG - Glass Makeup:to meet T ?Glass:3/4"IG(1/8 AN-1/2 AIR-1/8 AN) i Does unit need to meet Turtle Code:NO Low E-ENERGY SHIELD MAX Glass Color.CL -CLEAR Privacy Glass:NONE - Argon Gail;NONE r Reinf.U NONE jj t Screen F arae NONE -None l Grid Type:NONE -NC WOOD:N Type.ROLLFORM ;Screen Type:1816K _ t;f�d Upgrade Hardware Finish:N I Vent Latch:N 1816 Charcoal Lift Rail:N ?Lock Type:SWEEP _ Anchor Grou : Comfort Lift:Y Sweep Latch Acc Glass Breakage: j Lock Quantity. ( CAR#: 9e:N630.06 tY:2.U000 t NegativeDesignPressure:96.7000 eoxitHt Options;BS -Box Screen JI Vent Hf:30.p�gp j EnergyStar.1,00oo Positivet)esi F UF:0,3300 j PANu 9nPressure:50:0000 I Locate`n Tgp �:0.4900 tuber FRews --�-..�,,,_ CondensationResistanee:58.0000 q � 'SolartieatGaincff.0,2200 / TCOC,:p V6400 ' _ McleargaOte.com/pae 1 rr eports/EXORepOrtViewer.as _ pX P-amx1LmZ 1/7/2419