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HomeMy WebLinkAboutProduct Approval (2) i MIAMI-I?A©E MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.govleconomy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SC6PE: Thi's NOA is being issued under the applicable rules and regulations governing the use of construction I 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-5400"PVC Single Hung Window—N.I. j APPROVAL DOCUMENT:Drawing No.MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12, dated 05115115,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:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in'the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-0630.06 MIAMI•DADE COUNTY Expiration Date: July 30,2020 Approval Date: November 30,2017 (( Page 1 L_ l PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.06) 2. Drawing No.MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12, dated 05/15/15, with revision B dated 06/06/17, prepared by j 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,Durasealo spacer system, Super Spacer NXTT`r 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. 16-0714.04) 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 11115/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.06) j C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h 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. 15-0519.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). i Manuel Per Product Control EtZine NOA No. 6 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 1. 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. 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 04/16/20. 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 04/16/20. ! I F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5tn Edition (2014) and FBC 6tn 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. 15-0519.06) 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. 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.I. approved on 08/18/16 and expiring on 07/30/20. i f Manuel P .E. Product Con tro gam' er NOA No. - 0.06 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 0 i i I I I � . ANCHORAGE 21 Er ANCHORAGEFXALFLE DESIGN PRESSURE RA7B4G IMPACT RATING E7W1F7EFCR �2&t(8'MAX O.G� PoRARC&i0P 52-iB'MAX.BUCK WIDTH MAK O.G VARIES PER RQNFORCEMENf NOT RATED FOR HEADER(501 - 12•MAX.FROM 12'MAX. / \WINDOWISDA FORNL LEVEL.SEE SHEETS&7 WACTRESISTANCE FORIWw00WTYFES) �// FRAME SEAM SHESEEET3 - MAX O.C. TYPES) 52-LIB'MAX BUCK WIDTH 1VMAX.FROLI SEE SHEETS r 1-1/P 0.SEE 12•MAIL- / FRAMESEAM D.SEE B88 1j !B,SEE,� l• 30'MAX.O.C. 1T SHEET 3` IFIXED VAS J_ SHEET _ SHEET3 —mil I UGHTWIDTH A SEE• - B.SEE I-t 30'MAX.O.C. 12'MAX. GSEE SHEET 3+ I 1 � SNFET3� SNEET4 / FINALLY /VISIBLE -i -� &SEE j "'. 12•MA%. EQUALLY I 17-7B'M1NX.O.G' ANCHORS PFA SPACEDLIGHT 17-TIB'MAX O.C. SHEET3 / ��_ ( / SPACED TABLES I /HEIGHT SPACEDE / 17.716'MAI(.O.C. TABLE5687 Q MAX 0f / XBUCK QGIIT ABLESSMAX.ANCHORS� O I MAX OI HEIGHT _) _ BUCK x jIL 4 10-MTWCO.G HELD T x 4 ,MAX O.G x /� ,R IM7(.ID.G HEIGHT I x; 4 0.(91X) _ , � 7/T J� i -, MAX) I - ` I 133M'MAX O.G 111 i _ EQUALLY I /yyy T133/4'MAX 0.C. EQUALLY SA511 133/4'MAX.O.C. EDUALLY SPACEDj I J_ SPACm VISIBLE J_ �ACED � SEE ANCLK1iR5 PER I ANCHORS PER LIGHT ANCIgRS PER $HEFTS...JJJ I 1 TABLES687 I A f TABLE3681 I / HEIGHT A l TABL668T / 1 A B80 I / C 1 I 1 1 &1?MAX \&1?MAX. I&1?MAX _JNOANCHORS ATSOL B NOANCHORS ATSILL BSI NOIUICM RS AT58L �i( Dt---I 1-VP B� 52•iB'MAIL BUCK WIDTH SNITCH DETA05. 9ASH VISIBLE NOTCH DEfAlS, S2-1B•MAXBUCKVMDTH Ik--LNOTCHOETAQA �r NOTCH DETA¢S, SHEET3 UGHf WIDTH SHEET3 SHEET3 SMEE14 EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-CITE CONFIGURATION SHOWN WITH EQUAL4JTECONFIGURATION SHOWN WITH ORIELIPROVIEWCONF15URATION FOR CUSTOM COTTAGE CONFIGURATION UPTO ANCHORED THROUGH THENAIL+IN 75'HEIGHT SEE TABLES 4-7. (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEENDESIGNED8TESTEOTOCOMPLYWf HTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES-____.-._._._._.•___1 2)SHURERS ARE REQUIRED WHEN USED IN WND410RNE DEBRIS REGIONS. ELEVATIONS_.___._._._._-----.•_.—_t 3)FOR MASONRY APPLICATIONS IN M"A DADE COUNTY.USE ONLY NA -MADE COUNTY APPROVED MA$ONRYANCHORS.MATERtASUSED FORANGIOR EVALUATION$WERE SOUTHERN PINE. FRAME,MASS dANCMOR OPTIONS- 2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE INSTALLATION,FLANGE d EQUAL LEG'BOX-3 4)ALLWOOD BUCKS LESS THAN 1417THICKARE TO BE CONSIDERED IX INSTALLATIONS.IX WOOD BUCKSARE OPTIONAL IF UNIT IS INSTALLED DIRECfLYTO SUBSTRATE WOODBUCKS INSTALLATION,INTEGRAL FIN dJ-0HANNEL-4 DEPICTED AS ZXARE I-1R'THICK OR GREATER.IXAND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLYTRIWSPQRLOADS TO THE STRUCTURE S__..-_.....-. WOOD BUCK DESIGN GLAZINGDETAIL ..._____6 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER.(EOR)OR ARCHITECT OF RECORD.(AOR). DESIGN PRESSURES.___.._- 6-7 5)ANCHOR W IN. EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OFSUFFICIENT LENGTH TO ACHIEVE REQUIRED M EMBEDMENT.INSMANCHORS ANCHOR QUANTITIES.._._..__..._....&B SHOULD BE SEALED.OVERALL SEAUNGIRASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES__._.__....._.-_,_10 6)iW MAX SHIMS ARE REWIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THESUSSTRATE USE SHIMSCAPABLE OFTRANSFERRING APPLIED LOADS. ASSEMBLY d PARTS UST.._._._.__.._____11.12 7)DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND CLASS PER ASTM E1300. CODES I STANDARDS US®: IX POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURAL TESTING AND GLASS PER ASTM ElSM. •2017 FLORIDA BUILDING CODE(FBC),M EDffiON G DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN.ASO- •2014 FLORIDA BUILDING CODE(FBC).STH EDITWN B)THEANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST7HE VANDLOADS CORRESPONDINDTOTHE REWIRED DESIGN PRESSURE.THE 33M STRESS INCREASEHAS •ASTM E130M NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OFANCHORS INTO WOOD.ANCHORSTHAT COME INTO CIXJTACi •ANSUAFSPA NM2015 FOR WOOD CONSTRUCTION WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUNTING CODE FOR CORROSION RESISTANCE •ALUMINUM DESIGN MANUAL,ADM-2D15 � ��W� 9)METAL SUBSTRATE TO MEET NIN.STRENGTH AND THICKNESS REQUITREMENT$PER CURRENT RORIDA BUILDING CODEA7IDT0 BE REVIEWED BYTMEAURiORITV HAVING JURISDICTION. � STBd �FI�s 10)REFERENCES:TEST REPORTS FTL7969;E1D0 UL7RACON NIA:ELCO CRETEFLEX NIA;FLCO AGGRE-0ATOR NIA:ENER0I WINDOWAND DOOR PROFILES,LTDWHTTE d BRONZEUGITTELi •A131910&12 Da14u�gLbde SHADES OF CAP COATED PVC EXTRUSION NOA5;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCRON•AN$YAFdPA NOS B ALUMINU 19M AL •A)$ �&10 Ac¢y_WI D%D(nQ 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL D'• /�L Y YN USER INSTRUCTIONS: I '��•'LuQ+sF ! �- UPDATED TO FBC 2017.-JR- �' ' �p 06/06/17 2)DETERMINE THE SITE MOST EciFic.vSUITABLE�CHOR GROUP FROM 2 ORE REORCING OTHEINA$CE7. #. N0.587D5 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLE520R3ACCORDING TOIHEIILSTAlLAT10NCONDITIONS. *� 3)KNOWING YOUR GLAZING OPTION(TABLE I),WINDOW CONFIGURATION AND SIZE,DETERMINEYOURWANDOWS DESIGN 0r4.n BT; PRESSURE FROM TABLES 4 OR S.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FORTHE WINDOW � •L 6�Z ROB TECHNOLOGY DRIVE G5NERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED W STEP 1. �: 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES B OR T.VERIFY THE ANCHORBUB$TRATE WILL MEET REQUIREM¢NTS �� YV� N.VENICE R34275 TRk — FOR YOUR OPENINGS CONDTRONFROM TABLES2OR3,AND THATALL LWL REQUIREMENTS FROM THIS SHEIETSETARE MET. �ORID�.. ���� (BH}4D•ISOO ,FOR ASPER SHEET 3 FOR THRUFRAME INSTALLATION OR SHEET4 FOR INTEGRAL FEN INSTALLATION. '��'is/ONAL ENG�� �r1�alDomn SINGLE HUNG WINDOW INSTALLATION-NI 05/15H5 4N111111111\A PGT.DusTIm.41c S smlz 9wet N1Arti9 Nn Ibr. NOTEDESIGNOREQUAL LEAi1NG DETERMINATION IS THE SAME PROCESS FOR ALL FRAME 7YPE$(J-LTIANNEL FLANGE. ALYREMn•m Pg '��B��® SH-5400 NTS 1 OF 12 MDSH5400-01 B - INTEGRAL FlN OR EQUAL LEGIBOX).� P.Ea68T05 CERT.OFAUTVL RY�O I I ( i I i i i TABLE 1-AL WABLE GLASS TYP Glass ocaipdon(Listed from EXtBdel to Int0d0r) Design Pressure Frame p From Frame D Type TebieB SheetB Types Oaom Camp% Slwpes Inehllotlon Options that my 0e used 1 3/4•LG.:A1(•A Exterior Cep+112"Air Space+118•A Exterioruh (see pB B)(see Table t) (we RBA) (sees FlO C) 2 3I4•LG.:118•T Extedw Cap+11r Air Space+1/8'T Exledor ....Into 2X Wood CMU Fra-s uckstd option 3,option 1 Flange Equalltle, SA h Tcecl.'Through tee karts....into CaraddOAU-suet 3,trpUm 2 3 314•I.G.:3116•AExtedorC�+3)8•.A1r Space+3116'AExte 1-a OrMmm6ew Ae—Top d� ,•_.._•.._th=gh 7X Bwkcuip into C—oldCMU-sheet 3,Disk.3 4 310 I.G.:3116•T Exterior Cap+318'Air Space+3116'T Exteri 8 Collage Ra6us-T°P ....into Mdd-sheet 3,option 4 'A'=ANNFALEO;T-TFA,PERED ....alb 2XV100d FramelBuckstdp-sheet 3,option I j Sox/ Ewai-u.. Sweeemset,Through me kare....Into Co eta/CMU-sheet 3,option ESIOFLeB 1-4 OdeUPmJeur Amh- Top ofthewbdow. ...mmugh l)(Bucksmp Into CmereWCMU-asses 3,egim3 'ABLE ALLOWABLEANCHORSTIFIGHTHEFRAME (a4) 8 College Radus•Top .. Min.Wge Nun. ESSEIco ld Mia F Mee.F. ....into Mdd-shed 3,option 4 Groups Anchor Substrate T""gh the ...ND 2XWaod FnmdBucksmp-sheet 4.option Distance, Embedment• crew B2 kd 120 ks1 EquaFlite..ISq-WR.L, P..S em (G=O. 1 /18' •SIB emw 60 kd 95 ks1 1.4 OrkliprWaw ArcMTopB htegrd 6n-"- •••into Metal-sheet 4;option 810SMS core 9a kd tt0kel pn) dQTtlege Fbldus Tap Thragh the kane into 2XWood Frerrms kship-shed 4,option Steel,A36' 3/8' 0.050' (steel 1BB S.S. eGdaE 57 ksi 98ks1 ofthes tlow.......-.into Metal-sMd 4,option ! Steel Stud,A858 Gr.33' 3/8• 0.0451-(18 Ga.) or 410 S.S.) aGo fa 155 koi 1T7 ksl Thnxgh the ...Job 2X Wood FremdBuckeUip-shee14,optlm 5 A Aluminum.6D83•T6• 318' O.OSD• CreteFlm® 19.4 ksi 18371u1 EWe14.ile, Squae/RwL,'v6Bd In...... ....IntoMdal-street 4,optlan 7 P.T.6patMm Pine(sG=0.65) 7/78• 7318' rm 16 kc1 21ks1 3) 1-4 OrkuprWe,Y An:h•TapB3/16'steel UIbB.cen Conctble(min.2.85 ksl) 1' 1310• Steel 38 ksi 58 ksi �) 8 College Redus Tap Thrag1Inebap"'udo2X Wood FlmrWB=ksWP-shah4,pptim8 Ungmuted CMU, STM GBO) 2-7/r141. teel Stud 33 ksi 45 ks1 of the wiudow-•--••,...tnb Metal-street 4,aptlm B P.T.South—Pine(SG=0.65) BI18' I 131e' 612 SMS FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES (steel,1B85.5. Steel.A38' 3/6' 0.050' w a10 S.s.) steel stud,A853 Gr.33', 9/6• 0.0451'(18 Gs.) B Alanimm,W63.75• 318' 0.083• Pq 1!4•steel 111Uaeon P.T.Southern Piro(SG=0.55) 1• 1.3f0• 2 6 4 t!4•steel Cmtesex P.T.Southem Pine(SG=0.55) 1• 13B• 1!4•steel Aggm-Getty P.T.Southern Pine(SG--0.55) 1' Concrete(min 285 k81) 1• 1�/P j/ FLANCd: EOUA4 C 114'steei LOU— Urgmuted CMU,(ASTM CBO) 2-12' 1-1/P LEG114-steel Creldbx Concrete(min.3.35 k91) 1• 1-3/4' EOUAL4U7E ORIEL COTTAGE 114•steel Ultraton I Corictete,(min.Z85 ksi) 2-12' 7.T14 FIGURE Q FRAME SHAPES ConcreIs In -3.35.1) 2-tl2• 1�l4• 1/4'steel Cmtegex �BGDKYAOTH IBUCK V40DT1-� BUCK WID7HIf' D Unlpouted CMU,ASTM2.12' 1-1l4' --1 1141 steel AgB1e•Getor Concrete min.(3.275 ksi 1417 1 , a• T �� T —, THTCm) r Y/ �v r3 0•MIN.OF 3 THREADS BEYOND THE NETALSUBSTMTE. P w J CHANNEL INTEGRAL -UNGROUTED CMU'VALUES MAY BE USED FOR GROUSED CMU APPLICATIONS. T eC FmLS Y ' TABLE 3:ALLOWABLE ANCHORS TFIRWGH THE INTEGRAL FIN RECTANGULAR RADIUS-TOP ARCH-TOP I MUM WI Min.Edge MUM SHAPES AS ABOVE OR SIMOARARE APPROVED.SHAPESMAY PRODUCTREVISED Grarp Anchor I Substrate m Distance eKbedmenC BE USED BY INSCRIBING THE SHAPE IN A BLOCKAND OBTAINING mplyprgwhhft F1odla DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM B�didarp Code E, 2.1/r x.131-Conerneri Neil P.T.SaMem MW(SG=.55) 31W 2.7116' THE TABLES ON SHEETS&B. 1I l l l f RMslorc fEOp° ( , O f 20 2-112'Farg-anark Rwire Nat P.r.sowcm Rre(sci=.55) 310' 2-711T x ONY LYN1y,�'., P.T.Sadhem Frre %.A .•�� •.4.'�; ANCHORS RE-GROUPED. a10 Tnnshead SMSi ' Alumlmen,6063-TS• 31W 0.050' Q',• '1F . (steel,I"B.S. _ •.�+ JR-06/06/n ! Steel Sled'Q'33' 3)8' 0.0451•(18 Ga.) _.*: No.68705 _ F I a 410 SS.) Steel,A36' 3/1r 1 0.050' _ *= ® Oexlbror: pe n pl2 skis P.T.Sa them Pins(sG=.567 s/1s• 1a1e' I fir` taoTECHNaocygwVE GLASS/ANCHORSIFRAME OPTIONS J ROSOWSKI Alumman,6�3.75' 3/8' QOB3 �O.f� OF N.VENXDSFL34L5 (sled,188 S.S. Sled sIW,Gr.33' 3'8' 0.050' ' •''•20RIOh: �2� (941)480.1800 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ' rxns: .410S.S.) sled,a36' 318• o.aw• ' s,/ONAL ENG� � 'MIN.OF 3THFiFADS BEYONDTHE METALSUBSTRATE flitI1111111 sw/klodt s.sh Oncekrg xn RN: A.LYxN1w1LLEtPE SH-5400. ✓MS 2OF12 MDSH5400-01 B PEl6er05 CERT.OFAUTH. i I L I j I INSTALLATION DETAILS FOR FLANGE&EQUAL-LEGBOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION DIRECTLY INTOCONUGHERAME CRETEICMU• BUHOREOTHROU CKSTRIP INTO CONCRETECM X OPTION EDGE DISTANCE SEENOTE2,THISSHEET. EMBEDMENT ANCHORED THROUGH EMBEDMENT FRAME INTO2%1\'OOD III-714'MA%SHW1 78 7ld'MAYSHIM-►I �-- FRAME OR BUCKSTRIP. I SASH VISIBLE SEENOTE2.NIS SHEET. EMBEDMENT is 18 LIGHT WIDTH r 17 EDGE EDGE w STANCE FLANGE FRAME DISTANCE SHOWN 44 BALANCE TYPE VARIES TYP.ANCHOR . //4•MAX WP,ANCOORT IW. 42WITH WEIGHT Q TYPE._ T17.ANCHORTYPE,SHIM EMBEDME TAND EDGE 30 AND EDGE i 2 EMBEDMENT AND EDGE EDGE 31 DISTANCEPER 1 -T-- Q DISTANCE PER SUBSTRATE DISTANCE PER SUBSTRATE, EDGE SUBSTRATE 18 SEE TABLE 2.SHEET 2. SEE TABLE 2.SHEET 2. E%TERIM O DISTANCE SEE SHEET2-TABLE 2, ��•:. T2 f 9 •,. D FIXED VISIBLE 4 FIXED 20 O}"i.SASH TOP PLAN QU I uOHTY11IlTH EQUAL VISIBLE �4FT WVL 2 LIGHT u Hr ; JJJIII NOES: sHOWN BUC7CW DTH LEGIBOI FRAME FORAILWNDOWS: HEIGHT I 48 1ANCHOR®3'SS 7)l1SEONLY HORIZONTAL SECTION A-A SHOWNL— 49 21 �CENMIEAND AT SUBSTRATE-APPROPRIATE a O ANCHORSUSTED j ONTABLE2,22 FORWINDOWS SHEET2.FOLLOWEMBEOMENTANO DARE APPROVED MULLION.FSC COMPLIANT ALUMINUMlSMEL FRAMING OR STEEL STUD. OVER 3B"WIOE: EDGE DISTANCE LIAVTS.ANY 73 D ADDADDRIONAI EDGE ISTONOPtmrrs_TION WN MAY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLE 2,SHEET 2. 14 45 48 4T O�M Elf • BE USED ONANYSNEOFTHE FDRwIHDowswml vnnDaw. tra•NwL ! 18 B0ITOM LOCKS; 2)MASONRY ANCHORS MAY BE SHIM 810OR HT STEEL 1/V MAX BUCK 50 a Emir USED INTO WOOD AS PER TABLE 2, SEFDRILUNG SHIM HEIGHT SCREWS®B3V SMS(GSI,SEE 85 -T--- FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLE 2. 30 F THAN I.Irr THICK ARE TO BE SHEET2. SASH CONSIDERED 1XINSTALIATON9.1X EMROR VISIBLE WOOD BUCKSARE OPTIbNAL IF LIGHT UNIT IS INSTALLED DIRECTLYTO ter' HEIGHT SUBSTRATE. WOODBUC)LS I USE EITHER OR GREATER/%AND 2X BUCKS OY�• 65 LATCH OR (WHENUSED)SHALBEDESIGNED so 64 BOTTOM LOCK 70 PROPERLY 7RANSlFR L O ADS'TU FLANGE EQUAL INTERIOR 81 31 TESTEDUNR THE STRUCTURE WOOD BUCK FRAME LEGBOX !{ WEEP LOCATION:6dS' DESIGN AND INSTALLATION IS THE SHOWN FRAME NOTCHESAT SD FROM SASH ENO. RESPONSIBILITY OF THE ENGINEER SHOWN FiICII END. ORARCHITECTOF RECORD. EXTERIOR ) B (ALSOREFERRTWIDTHORHEIGHT INSTALLATION INSTALLATION I OPENING IS TOES DAYUC3TT TROOUCTREVISFD 87 OPENING)IS MEASURED FROM OPTION O OPTION 4 ' ANCHORED THROUGH ANCHORED THROUGH rsmmylying wimBsF]%Na EQUAL-LEGBOX rtls'MA%SHIM BEADING TO BEADING RmMiog Code _ y FRAME SHOWN C-7 FRAME INTO METAL FRAME INTO METAL NO ANCiORs' ��'vcEN'•�/��'' NO CHANGES THIS SHEET. _ P EEPHHA� - REQUIRED IN VISIBLE LIGHT FORMULAS ;*; N0,68705 '•.� 38 FLA NGEOR E87'FROMEACH END. EQUAL-EG WIDTH = ..*= O gl FRAME SILLS �SASH;BUCKYAOTH•617 -'O: �j OmvfABarc ®FDCEDLRE:BucxwroTH-. �?oi (' a� tmDTEUIT1aaoYORnE FLANGE&EQUAL-LEGBOXFRAMES JROSOWSKI :. •' •'I•" ••.: •; 'O TEO �'o MVEN%,'E,FL 31M 1'IIk IINs ME1GHT fEpUAL,LfTE) ',�'•. ORIDA.;'C� (84tf4BD1BTA VERTICAL SECTION B-B suaLHEIGHrrs-3.13NE 'SS�ONAL��G`�` SINGLE HUNG WINDOW INSTALLATION-NI 05/15115 j AllI1f I1 L11\\\ JENU SMrt � Rr.PE TUTS 30F 12 MD-SH5400-01 13 I I � I I I I j I I � INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH ONEGF FIN INSTALLATION OPTIONS I EMBEDMENT 2X WOOD FRAME OR BUCKSTRIP.SEE INTO 2XWOOD FRAME OR NOTE 2,TH EDOEDISiANLE ANCHORED,THROUGH INTEGRAL F+-EMBEDMENT LS SHEET. BUCNSTRIP.SEE NOTE 2 THIS SHEET. FIN INTO 2X WOOD FRAME OR Psi 1/4'MA%SHIM 114'MAXSHIM BUCK_STRIP. SEE NOTE 2,THIS EDGE DISTANCE 16 I SHEEP. TYRANCHORTYPE, SASH VISIBLE L� 17 }CHANNEL EMBEDMENT AND EDGE 18 LIGHT WIDTH I- FRAME 01STANCE PER SUBSTRATE, I SHOWN SEE TABLE 2,SHEET 2. (SCREW SHOWN) 44 BALANCE ZNMG.RAL TYPE VARIES 42 WRH SASHWEIGHT 54 30EMBEDTYP.A ENTANPE. DI ANCEEMBEDMENTANDEDGE 31 RDISTANCE PER SUBSTRATE. J_ a u18 64AIL SHOWTISEE TABLE 3,)HFFTZ p�pIDRTIP.ANLHORTYPEcFINEDGEER [� I F%.VISIBLE 3 A SEETADISTANCE 3.SHEET2. FDED 79 2I1 OPT.SASHTOP UCHANNEL 'T LIGHT WIDiH SHOWN �SHOWNSHEET2 VISIBLE LIFT RAIL FRAME 1 0WN) LIGHT I NOTES: SHOWN HEIGHT FOR ALL WINDOWS: BUCKWIDTH L j 49 I 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C 21 CENTER. SUBSTRATE,APPROPRIATE 12 0 22 FOR WINDOWS ANC HORS LISTED ON TABLES 2&3 73 OVER 3B'NADE: OF SHEET 2.FOLLOW EMBEDMENT DAD APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 0 AODADDITIONAL AND EDGE DISTANCE LIIAITS.ANY 114'SHIM M [ 78,11TICALE VEOR HORIZONTAL-SEE SUBSTRATE PROPERTIES.TABlE5263,SHEEP2. O SCREWS 016,W IN ON OPTION SHOWN MAY 14 46.47 35 FROM ENO. BEUSEDON ANYSIDEOFTHE I FOR WINDOWS WITH WINDOW. BUCK 1 L BOTTOM LOCKS: OR012STEEL 114'MAX HEIGHT 60 16ADD ADDITIONAL 2) AN ANCHORS MAY BE ElFAR011NG SHIM SCREWS @S-W USED INTO WOOD AS PER TABLE 2, SMS(GB),SEE 85 17—30 FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 283. D THAN 140 THICK ARE TO BE SHEET2, 'SASH CONSIDERED IX INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS y LATCH(SHOWN) DEPICTED AS 2x ARE I-Irl THICK OPT. 86 I J— 18 OORBOTLOCK HEEf3}TOM OR GREATER IX AND 2%BUCKS BS (WHEN USED)SHALL BE DESIGNED FINA.R (2)1' 81 30 63 TESTED UNIT TO PROPERLY TRANSFER LOADS INTERIOR 31 LOCATION,SaT. TO THE STRUCTURE WOOD BUCK FLANGE REMOVED WE DESIGN AND INSTALLATION IS THE NOTCHES AT 80 RESPONSIBILITY OF THE ENGINEER INTEORALFTN C� p EACH END. NOANCHORS ORARCHITECTOF RECORD. FRAMESHOWN snE1SIICHO WG 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION �R INSTALLATION 7 IFAN THROUGH FRAME (ALSO REFERRED TO AS DAYLIGHT OPTION OPTION8 PRODUCTREVISED I OPENING)IS MEASURED FROM t Oying�i�ft FkriA V4'MAx BEADING 7L7 BEADIN0. ANCHOREOTHROUGI ANCHORED THROUGH FRAME R4T0 B.M'm6(b& INTEGRAL FIN �SHWI INTEGRAL FIN INTO METAL METAL(INTEGRAL FINTLANGE REMOVED) FRM¢SHOWN o III III lei,-fie D- 2rxi2s'wEEPHOLE ONV O�TwcovFR@2Pr ��S`;•u •.(����' � NO CHANGES THIS SHEET. A6 oQ atl PvA40d FROM EADH END. VISIBLE LIGHT FORMULAS Gp ENBEDMENTAND EDGE EDGE DISTANCE WIDTH _* No.5B705 ?* ® onnn DISTANCE PER SUBSTRATE, _L ®SASH:BUCK WIDTH-612' -��{ D SEE TABLE 3,SHEETZ �1 EMBEDMENT ®FDEDLBEBUCK NIDRI-44W ;p 6 l rv_ IDm TECIRKIDGYDRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI I(SCREW SHOWN) O.(� N.VENICE•FL3127S 0 HEIGHT(EOUAL4RE) (` A10g1D1` • � (841}IBO•ifi00 INSTALLATION OPTION 5 I VERTICAL SECTION D-D BUCK HEIGHT12-3.106' %ss/ONAL E�G� Rr,mIT SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ANCHORED THROUGHINTEGRALFN, ''1j1TINIIITL7`` mmRS��� sw-/mo savla sf a po bq No. AMr. 0D02=11)FRAME OR BUCK ALYNNM6LER.PE SH-5400 NTS 40F12 MDSH540M1 B STRIP.SEE NOTE 2,THIS SHEET. PEASS705 CERi.OFAUTH.pTI?BB I , I ' I i I � j -�{ 3/4•NOM --�{ 3�4•NOM. -+{ 3H'NO NOM. 118-A GLASS I 1/0'T GLASS I 3116'A GLASS I 3N6"T GLASS 1f2'AIR SPACE 12'AIR SPACE 318'AIR SPACE 318'AIR SPACE 1B'A GLASS 118'T GLASS 3116'A GLASS 3116'T GLASS aE%TER,OR a D(TERIOR a— aEXTEWOR GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 AEXTEfVOR75 r NOMGIAS ' E TYP. PRODUCI'REV1S®—� pVLW4Fkib A—pNO 1 D >he �� NO CHANGES THIS SHEET. M� » TYP.GLAZING DETAIL _*;' No.Sam ': po'•. 6 AZ�7:.7,6 1aroTEawoLocroRrvE GLAZING DETAILS J ROSOWSKI � ''•.R0R10/•:'��� N.VEN=F-FL30Zfe _ ' s U'`N (B41}4MIGDD MAZU46NOTES: �7S�OA1A EN.� Rom S NGLE HUNG WINDOW INSTALLATION-NI 05/15/15 •A'=ANNEAL ED _ iSTr4M1311@L11G d _ x• SMt Awfn➢Na 1 T � A.LnP-EV APE cERi SH-5400 NTS 5OF12 MD-SH5400-01 B i t I t i I I TABLEA m,,,.. a>,emsae cen DnI6A►reu»eDwA'1 owamdae »roa e.m.aamw « a« .mo .wA steno .aan m.r mA eoo as HEADER .R3 .»A Gemm6b gfh .em � :rmA euu»mop lmsn-aun mo woA - '"0 MEETINGRALL rAr•. .ao -ram ono me a -na m �me.mr am» -»m -mo srr m 23 n-na» •em 28 v E .anA ao .mo as mn �a aa.uwmn+w m� wm nano mA as gear. -wno •wa 23 unv-veb -wno .mAo amen .em av _ .rangA Al �� SASH a}r aa: n a HEIGHT run->aau »no .am a.n V en»eolaa. m au JAMB NaI� ..... roon mA mA •.veamr ann-au» •»an •em mA 23 e n-as» wA ® nau•>ns» aoa au ma mo me SILL raaV-na» -rm Km ala .mA au mA mA ®r air �q Drill-wm � ma m -� o mno ara SECTION DETAIL FOR WINDOWS WITH ae»-a�» m avo m aal mA ma cam. au irA LEVEL R1 REINFORCEMENT 8 GLASS TYPES 1-0 « oumcw n-asa» :� as .wA •m _ VMINFORCEMENTS SHOWN W FIGURES a-r _ ABOVE APPLYTO ALL FRAME TYPES& mo ara •am CONFIGURATIONS) SEETABLE 6,SHEET 6 FOR ANCHOR GROUP AND QUANTITY. a '•MIN.SASH HEIGHT a WINDOW BUCK HEIGHT.SM136 j PRODUCTRBVISED i awmplyin.,SU»F-Me III Balldi s Cade 1111u lull! As p—W 'D/a927.0( tt� NO CHANGES THIS SHEET. BY �D aenmmn NOTE- _*' No.587M 0 1)USETHIS TABLE FOR ALLWINDOWS INSTALLED THROUGH THE FRAME p• � :•� 16NTEQBlOIDGY DFNNE DE IGN PRESSURE TABLE JROSOWSIQDi' OR INTEGRAL.FIN. 'O•. SgTE O ,p-- 41� KVBGCE,FL 3/3T6 TRec Oof< 2)FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS PERTHEFIGURF i�`s•'• ORIOR•'G,\?�� (OI1N6D1660 %IS�ONAI E�:�` m,o r•mn SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 RAM 3)FORSIZESNOT SHOWNRGUNDUPTOTHENMAVAILABLEWIDTHOft ll111111111T� � S•YAAbdR Sm•e B'oNrD NA. HEIG70IMENUONSHOWNONTHEiaBLE. A.LYNN058M PE ""'m""�'"m SH-5400 NTS 6 OF 12 MD$H5 OM1 B i iPEJ&&TOES CHILOFAUTN.�BB I I I 'f i I I TABLE 5: m,yl�!• sfmsan U..PP,--mo T rya grppwaw. w�or Mwn.auatnee. n t Intl.atat ptl ID p a fa tla camm ,�. -txiD ww m➢ wao ,m wm a-mA wao tao wao-.m ea.wot m+T-aam wm .taro w.➢ •mo .mo -m➢ .aan mD •+m wm •tn.o wm -+m m; ,uv-+a.+. waD nm •mA -tm -mD .m -mn aasa++as• rrm-n➢a am wm -rm wm All •m0 .m wm -tm .u➢ wm m �' aD.naamey an .mn wan tm wm wo +m +as soma .en-+ :+m .m -mo «m wan •mo w:D m wsA wm tun•asa -mA -mD .m wm im Ha•a+st wm .q➢ ..a➢ •aaD weA wn _ .m .,ano wm -.0.. MEAGER I aWNamO. a n wm tm mo 'm .tm wm ao wm -WD w1n to♦ .OD M f4.1f. aHfT- .Da➢ -m0 •tm .0o wa0 -+a0 wm ibn .U➢ wIR. wan Au 6v0t V-ama A .U.D 0 wan •,m wm •mo wao tm •tD.. .U➢ xa ➢aamelm n➢a -taDo MA -tm .alA Dmml nm-,ma .mo affix waA .tm wm wm •tm wm -toe .m •tDu nAa-a.a wm .Da➢ -mA ..an .mo +.➢ .an swDresv m a+r8 waA m wao -'E wm im wm iao wa�oo m +ma x.. rgotp. n•aaa wm -tm .Un -tm •om wan •txio .+m wm -tma waA Aa O MEETING RAIL b R+a+➢ ,� wap wa➢ -m0 •— .m -rm .2 •r4. wa0 > ZT rem,ao was nm .mo -mo wm waD wm xa 27 I wm wm •m➢ .mo wm mo .ao im g im •mo wm -,m wm •,m •mo wan ima Tabu aID.-ate wa0 am wm •mo wa lm .�¢o wm -t41 wY. .Ho x0 0 m wm m -mA wao _0 mA ;WE m p s I _ aa;::ama waD wm wm :;m wm xia 4. m wm wm z3 m .sax o.tae mn•aea wm mo wm wm nxi➢ .yD nm wm nma .mA j nseao� asu m .65➢ -ta�oa A- 97. �D nA Mfo ,W ..ao �L� SAS ;ooH •aA <3 HEIGHT Bmhat t�rl•nda .elA -,m •tm -ta.i wa➢ -+a+H -MI ..aD .m trap w.R-.tbu .tlo tm nma➢. wfD x1 wm x. waD N wm 'naa swaaoao nsr•:.+e waA •mo .mD -+as wao •n,] waA waD L wm JAMB .a te. a.An•a+n,. wm -tm wm -,m .ao -+m wm A— wm lm wan �� ,➢arn.t t-aml. ffi wa m ➢ -m. wm . wo + 23 tl ae>nDela .e,n nm wm mr waD waA .,ou wm •xiat wm +a.. .aao na➢D�. D �. wm p .caD xr .m mH wao i.s wax i.a wVA i SILL asT•tma wn wm c. wm -r.a m +m >a. nm.-nseOr evt a.s All. .wn iH. wm am .wn ioD «sn iDn ----- r-,ama -tm was -+xa wa➢ -+ou wm AI wax auT .am xa was wmoe amn•mna .m➢ wm .tna .a\ ,u, waA -tm. .un ioao wm wm a cro+m�e➢. aaH,-aria .Hio .mo -nos .mo -am waD +u wao w. wm o wm ia. v..vtRDrr. a n-arHa waA •m •m xT .4o w➢I xs 1 wm iu aam-a�.s;n .m t�i; wm Aes wsH x. wm ixr� mD -ru wan — ' SECTION DETAIL FOR WINDOWS WRH m.o wm - mH ar +d waD waD LEVEL R2 REINFORCEMENT&GLASS TYPES 2.4 N e.ramm..+ ana•amv wao •nT., •m +u wao a.e .ea.o -a. wm ia. wm ma wao inA (RENFOROEMENiS SHOWN IN FIGURES sa wax .m.. wm wm ian .ea➢ inD ABOVE APPLY TO ALL FRAME TYPES& SEE TABLE T,SHEETS FORANCHOR GROUP AND QUANTITY. CONFIGURATIONS) "IAN.SASH HELGHT=WINDOW BUCK HEIGHT-50.13& I 17LODIICTRGVI4® BADAp&C.&. DW![ 1n AmcptrdD�I '�D�/W /bNAI1t 1��ucE1+gY N���j NO CHANGES THIS SHEET. Bz Mini RoawA Np.5BT0.5 = — 1)USE THISTABLE FORALL VAN09M KSTALLEDTHROUGHTIE FRAME ` _9 ^ 1WD7EClWOIOGYDNVE DESIGN PRESSURE TABLE J ROSOWSI4 OR INTEGRAL FIN. ;p �I r�w� N.YFAIMF.FL3a275 nebe �FR EOIMENSIONS ARE SUCK SASH HEIGMISAS PER THE FIGURE. CC•'• O..... '\ (W1)4WISCB �' NA��t��?•� 1Pt1yuR�� SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 3)FOR SUES NOTSHOWN.ROUND UP TO THE NEXTAVAIIABLE WIDTH OR ///a11111\\ fnOB4L ®sG SMy�yadrk 5/Alr 9awtr Oarltrq Na Rw: HEIGHT DIMENSION SHOWN ON TETABLE. A.LTNN NOLER,PE CERt OFAUR f=W SH-5400 NTS 70F 12 MDSH5400-01 B P.EJA&R5 1 I ! I I I I 1 . .._�, .... o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 mmHg go go 00000000010 go go ao0da0 K=0go0BB0go0=30ao0Bo0 30=30g 0 ®®® mom �DOO©E7��D OD©Ou�Ouu uuuOuuO�000E7uuu00uuuu ODUODOO©E7OuuOuuO©uO�� C7f::�uuu0©OOuuu©uuuE3uuuuuu Ouuuuu uE7uuuuu©uuouuu©u0u0uOuuuuuuu©uuuDODO pE�ouuuuuuuouuouuuouuuuoouoouuu©uuuuo©oouunuoouoouoououuuouuu0000© o©ou000uouoouonuu000uu00000uuu000uuoou000uou00000000E30000©000uo ®�E�uuoouuuuuuuoonououuoouuoouuouuuuuou©ououuou000uoouououo©uououuo �a�u000uoouuuuoouo©ouuuouoou0000uauuo©oouuuouo©oouoouuuo©uuuuuuuuu ::.sa�uuouuunuuuuuuuuuuuuuuuuouuuouuuuouuouu©u©ouuuuuouuuuuuunuuuuuuu ®ouuuuuouuuu©uuouououoouuoouuuuuuoo©uuoououuuoouoE3uuuou©uouuuouo o��oouu000uu000uu000u00000uouuounou000000nuu00000000000oo©o©uouuuo 0uuoouuoouuunuaouuoaouououuuonuouuouuuuoouuouuououououuuuouuouuu ��uua000uuuuouoouuoouuuuouuoouuoou©ouuuuoouuuuouu000uouuuoouuuouu uuuuuuuuuuouuouuouuuouuuuuouuouuuuuuuuuuuouuuuuuuuuuuuuuuuuu 000u000uuuuu©uuouuuuu000uuu00000u0000©oEauu000uoauuu0000uoouuuuu uuO©uuuuuuuuE7uuuu�uuuuuOuuuuuuuuuuuuuuuuu0E7©uuuuuuuuODDuuuuu©uu mL'3II�EID0uuuuOuuOOuuuuuu0 DUE7�©uuuuuuE7u©uu©uuuuuuuuuuuuuuuuuuuuuuuuEluuE7 v�uuauounuuu0000unouuoonoouoonoonuuu©©nnuouuuoouoonoonuuu0000000u -���uuouuouuouuoououou000u©oou000nououuuuuuuuoouoououuuoumu00000000 m�ouou0000u000uuououuuoououuouuouuoouuuuoounuuoouu000uuouu©uouuuo p�0000uoouoouou000uouuouuu000000uuouu00000uoououuoouoouuouoouoouo m�uuuoouuuuouuuouuuuouuuouu000uuououuuououuuuoou©oouuuoouu0000uou m®muuuuuou000uuuouuuuuuuuuuuuoouuouuu00000uuuuoouuouuuuuuu00000uou ...*-m-� .�uouuuouuouuouuuuuuuuuoououououuoouoouuouuouuououuu0000uuuuuouuu m0000©no©nuuonEEouonu©00000000©oououoonounuouu00000uunuouoonoonnu o-ouoouoouu©o u ououaooauuuuuuuuuuouoouuuouuuoou©ouuouuuu000uuuu000uoo ��uuouau0000uouoouou©unuu0000000uuuuuoouuuuuuuuouoouuouououuoo �a�-ac�0000000uoou000©ouoouoouuuuuouoouuuuuuuouououuouoou000©uuu0000uo . mr-.�.sra�.m�©uE7DOE70©E70�O��DDuu���E7OlD©OE7E70 E7�000�0©0�0©D��E]�OD�E700©�0©0©OD©© .��.��muouuouuuouuouuuuuouuuuoouuou©ou00000uuuuoou©oououu000000uoouuou m�uoouuuuuouoouuuuuoouuu00000000u000uoouuuoouuou00000uouuouuoouuo m�uuuuoouoouuuuuouuuuuoououuouououuuuuuouuuuuuououuouuuuuoouoouou pcuouuu0000uoon000©nouou000000000uonou0000©ouuouoouoouuouuouoouoo ��uuu©00000u0000uou©uouuoouuuuoouuuouuuouou0000©uuoouuou000uouoou mu�uoouu000uuoououuuouuuuuouoouuu00000uuoouuuuuouuouuuuuuouoauuuuu .� n. uuouuuuuuuuouououuuouuuuuuoououuoouuuuouuouuuuuouuouuouuuuuuuuo ��ODDODu©DD��DOE70��u0�E70��0E70©�©DDUE3 uE7E7 E7E7��DOE7E7O L700��©�OE700E7 E70© - �E:�uDuuE3u u©uuuu uE7uuuuuuuuuuuuuuuuuuuu©DUE7E]OOE3�©OE7E7OOE7©0©�0�©DE7�uuE7 muuuuuuu©uuu uuuuuuuuu�DODuuuuuuuuuuuuE7E]E70L30©uE7�DO©0��©u0�0�E7000 mQ.II�I:IODOuuuODUOuuuuuuuuuuu uuuuuuuuuuu nun HHHUUHunu E7OOE7©O©©O©u0u0[!Hu f'T'�uuO uuuuuuuuuuuuuuuuuu uuOuuuuuuuDu uuu uuu uuu ODO uE7Ouuuuouuuuuouuuu �:-.,7E0©uuuuuuuuuDuuDuuuuuu uuuuuuuuuuuE3uuuuo©OUE7uDuuuuuuu0©E7uuuuuu0u0 ��uuuuuuuuuuuuuuuuuuuuu uuuuuuuuuuuuuuuuuuuuu uOOE7uuuuuuuuuuu uuouuu ��i'JuuOUOOuuuuuuuuE70uuuuu uuuuuuuuuuuuuuuuuuuuuuOOuuuuuuuuuuuuE7uu DOD uuuuDuuuuuuuuuuuuuuuu uuuuuuuuu uuuuuuuuuuuu uuuuuuuuuuuuuuuuuuuuu mE:lf�uEluuuu E7uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuu �Ei�uu000uuuuuuuuuuuuuODD OUODuuuuu uuuuuuuuuuu©uuuuuuuuuuuuuuuuuuuuu ��OUOuuuuOuuuuuuuuuuuuu uuuuuuuuuuuuuuuuuuuuu OuuuuuuuOOuuuuuuuuuuu p F-,rw=uuuuuuuuuuuE]uuuuuuuuu uuuuuuuuuuu©uuu uuouuu uuuuuuO�uuuuuuE7uDu0uu p�uuOUOOuuuOuuuuuuuuuuu uuuuuuuuuuuuuuuuuuuuu uuOUO0000uuuuuuuuuuuu muuuuuuuuuuuuOuuuuuuuu OUOuuuuuuuuEluuuuuu uuu OuuOOOOuuuu©uuuuuuuuu ��uuuuuuuuuuuuuu©uuouuu uuuuuuuuuuuDOUDOuuuuu uE7uuuOuuuuu©uuuuo©uuu 00®uuuuuuuuuuuuuuuuuuuuu uuuuuuuOuuuE7uuE7uuuuuuuuuuuuuuuuuuuuE7uuE7uuu NO CHANGES THIS SHEET. Vill ANCHOR QUANTITY TABLE er 0 GO .....: NNE 00001110 mama ODOODOOODOgODDQOOODgD OODOQOOOOAODODOOOOODD m�ODDOOODdOODDODD OODOOO ODOOOOpdpODODQQO00ODQ -as no OpDAODODODOOODD On DODDODOOdDOOODDOOdnun OQDADO DOR OQODOOODOQq m�*'7ODD000OOOODOOOOOpO OOO OOOOOOOan OOOOOOODOOdO OOOOOO OdOOOOOOOOOOdOO ®tDODO0000ODDDOOOOOO OQD DODDODOOQOgQODQOOOOgQ ODODDOOOOODDODOOpODOq La"'�"'7tT-'�.m000OQOOdQQQd OQpOdDgDR OQOODOOQOOOQDODOOOQAQ OQOOnegpQOQQOQQOpBUOD �"�'� OODOOO QdQQOOQOO OOOdQd OOODOOOOgdgODQO ODdDa"gDDOQD OOOOOOODDOOOdOd �DODOgpDdQQODQDppODQQO BUDODOdDQ OOQDOOOOdOOQ gQOOgDOODqOOOQDOODOOq 0�*LOODD000dOOO131EI OdIO OOO OOO DODODOOOOOOdOOOORUBMIR pOdOOODDDpOdOO ®�OODOOODOODOK HBO Hue OOD DODDODODgODODno pOOODQ ODOOQp OusDOuOQno OQOOO ®E :L7D000QOQOODDOODODOQDOq DODQOQOOQDODOQDDOOOgp gOQOOpOODDODDODOQDddq ter... 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LEG SRL FORAME SOL l oiH +-215 2.100 — 1165' 1.472• .O6S I 1�1 .065—�{-rye 11 �• 34r .035 I---'35TTT--S +7 1331` � —�`OOP I'-- � .0w6P } 114 BEVELED FIXED MEETING RAIL 16 SASN RAIL CBALANOVER 18 SA 5TO�P r/� 18 uINTERLOCK O INTERLOCKCOVER FT RAIL UFT RAIL 21 INTERLOCK REVELED O 17 INTERLOCK COVER I %L(HNICTR6N6ID ' mmpiyvgwiOUmFl�id>, H�dNmg Ndo 0� I 111 I I TA�� ,e 3oP l ONYti<Y,,N ?!/ �(� NO CHANGES THIS SHEET. esa 30, CL ` JW .03V+I+- Oran ey. EXTRUDED ROLLED �730; 61 O I�; N.VEIa� WINDOW EXTRUSIONS J ROSOWSKI O IG BEAD O 34275 SCREEN FRAME B1 SCREEN FRAME .A'LDR107•.!�2�� (e41)460-16W ru SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 s 1 DrmKrq Na Rw: A LYNN YILtFJr.P.E "`L SH-5400 NTS 10 OE 12 MDSH5400-01 B PF.069'!O6 CERf.OFAUIH.l78266 I I I I I TABLE g TABLE e.CONT.: SILICONE HOT-MELT BUTYL Bill of Materiel B)11 of Material,cont. SILICONE # Part# Description Material # Psn# Description Materiel STRUCTURAL SILICONE 3MV*NOM. POLYISOBIRYLQNE 1I4•NOM. FOAM 1 620101 Single unit rain Head 8 Jam - G 1 Wo Lack etc re m C t WITH 2 620102 Single Hung Frame Head 6 James-Flange PVC 40 72019M9 Sweep Lack Cast 2in< WITH DESICCANT DESICCANT 16 3 620103 Single Hung Frame Head d James-Fin PVC 47 7201955,6 Auto Lock Cave Assembly Cast Zinc DR.GLASS pR,GLASS 4 620106 Sbgle Hag Frame Head S Jambs-Equal L.eWBox PVC 4B 7®DISOPTX#6 x 1-1I8'Ph.PH SDS(Auto and Sweep Lack Screw) SS 5 620105 SH/DH Frame Sill-J•Chvmel PVC 49 7202DO Auto and Sweep Lock Kaape Cast arc 8 62D106 SHIDH Fine Sig-Flange PVC 50 76X44PPA #6x 3/4-PH.PH SDS Keeper Screw) SS 7 620107 SH/OH Frame SIT-Fin PVC 61 42DI81 LIR B-"dTdt Latrh Come Key PVC al'T•GLASS INT-GLASS B 820108 SWDH Fronts Sig-E LegrBar PVC 62 420182 LIR PWI Rail Till Latch Comer Key PVC 14 6m131 Fired Meeting Rail PVC 63 7634PHFL 96 x Vr Ph.PH SDS(Caner Key Sc") SS KODISPACE SUPER 18 620129- Sash Rail(Sides.Top 8 Begone) PVC 64 420183 Tut Leith PVC 4SG TPS 0 SPACER®.NXT- 17 620134 Balance Cmw PVC 65 420184 Tit Latch Reel kim PVC 18 620133 Sash Stope Screw Cover PVC 66 7202D7 1•Tk Lach Spring S5 19 820156 Pug Rag Interlock 5005 T5 AI 67 420166 Plastic Tilt latch Finger Pug PVC ALUMINUM 20' 620144 Pull Rail kderlock Covet PVC 68 720192 Metal Tilt Latch Finger Pull Cast Zinc REINFORCEMENT pDLy� DESICCANT FILL AREA 21. 62DI57 Beveled Bled Ck SODS T5 AI 69 420180 Pivot Bar Conx r Key PVC BLIMENE 5116•NOM ?Z 620145 Beveled kxedmk Cover PVC 60 7202DO PNot Be, SS 5N6`NOM. SEAL 23 62015D Light Sash Reirdercernent 6D63 T6 AI 63 720191 Sash Pull Handle Cast Zinc BUTYL 6 SILICONE SEAL DESICCANT ROLL-FORMED 28, 620153 Standard Meeting Rail ReiMsrcemerd 6005 T5 At 54 720194 Sash Pug Handle VM Latch Aasambly Cn1 Z. E STAINLESS STEEL 27 620154 HD Meeting Reg Reirdercenterd 6005 T5 AI 85 7634FPT tit x 314"Ph.PH BIDS(Pull Handis Scree) SS EXT.GLASS 30 61644 Weatherstrip,.1876 x.270'Fin Pile 68 420108 Belton Latch Strike Plate Cast Zinc EXT GtASa 31 6030D Weatherstdp..19D'x.300'Foam BWD Flax PVC 67 78688 #8 x&V Ph.PH EMS(Strike Plate Scnaw SS 32 61719 Weathemtrip,.187'x.22(r PotyPile 73 720136 I.O.Bad PVC 33 61825 Weatherstrip Plug,.220'Firlaeal 74 Backbeddng,GE 7700 or Dow 791 Sgcma INT.GLASS INT.GLASS 35 78X1MITT #S x l'PR PM SDS(kderiack Mowing Screw) 75 71646N Setting Slock 1W x lox 11W,05 N-6 dum EPDM 36 78X3THPX 98 x X PR PH EMS(Meeting Rag Screw) 41O SS BO 01012 Exb dad Screen Forma Alum DURAS XL EDGET" 37 716MP Meeting Rail SerewSuppon Plate 6083 76 At 81 81011 Rdl-Famed Screw Forma ft., O O 38. 720210 W Hole Corer PVC 82 7CKGLB2i Screen Cane Key for Extruded Frame PVC SPACER SPACER 40 720)0000( Constant Force Balance 53 47042 Screan Cana Key with Pull Ring IvInyl 41 #8 x 314'Ph PH SMS(Cam Face Bala rce Screw) SS 84 47041 Screen Cane Key whhmd Pull Ring 42 Spiral Balance' B6 7CASPM Tension Spring 43 720205 Spral Balance Shoe Nybn BB 61B16C48 Swan Cloth 44 7SX114FPAX#8 x 1.11V PR FH SMS(Spinal Balance Se 410 SS 87 61835161614.140'Scmon Spline achinelHend Rog Part# ,Description Material FganucrxEVLs® of..*Lna>Rb rbe Rorie+ 76 Kommerling 4SG TPS Spacer System 0. 'uC fteu Sea this :"I ItShoot ter tv 78 GDanex Durasea Spacer paces with Hot Meg Bo1yl Materials ``,a4,*g....��411G"�i NO CHANGES THIS SHEET. ; 79 Cardinal)L Edge Spacer R,r' REFERENCE TEST REPORTS:FTL-e717,69683 S970 _*: No.587p5 =•D _ pla.a�r ;yo:, lzlfu= am�TEoomwar wE BIILLOF MATERIAL(BOM) JROSOWSKI %`F`S'•.?o4no�,:G�?�; (1941)4e0,1e00 NorEs'. SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ''rs�ONAL�Nv`v Pma�wnra°a�ac 1)PVC BY ENERGI WINDOWAND DOOR PROFILES,LTD.TO BE LIBELED FOR AAMA EXTRUDEROODE '+trr1r111++ ALLaann®a� IM Na Ibv' 2)RERIstl&13,15,24,25,28,29,34,39,61.62.e6&72 ARE NOT USED AND ARE NOT PARE OFTHISAPPROVAL ALVWN PE SH54UQ NTS 11 OF 12 MD$H5400-01 B P.F�Sar05 CERf.OFAIrIR.Ra7ae . I I I II I r I , I A 1 1 OPT.SWEEPLOCK O 48 �Mt) oPr.AUfo LOCK 41 \, v 20 �. 1a OOR 58 411 • 0 61 OR 52 � I I � `-� 0 4 1 55 5 o `, OPLPULL RNL '�. I I 22 B7 OR ce O 19 INTERLOCK& II�q�+ COVER I l7J o •I I 4 ( 67 - o Q I i \JVI i I I �35 I I - i OPT. 1 ! I BEVELED MITERED FRAME WITH I 21 INTERLOCK //��-- ERI INTOR AND EXTERIOR 16 &COVER 18 f FRAME WELDS 73 X4 4 TJ X4 i 16 g � \ eo oR a1 i 44 it \. 14 nNCO TO \ �� SCREEN P•{TP 9��'_ OPT.PULLHANDLE ASSEMBLY 80 WITH LATCH DETAILS H 40 CONSTANTFORCE 1a 2 OR M // ORoPr.PULL 40 43 42 43 SPIRAL BALANCE HANDLE 63 8/ \�� 1 16 .11 �! \` MITEiEDFRAME WITH SASH INTERIORAND EXTERIOR 37 ASSEMBLY FRAME WEIRS DETAILS % A 59 \\ I _-----•--�_AT7AC1{ \ AODUCTREVISED s & �---" "�•-�.�CE_ . A CadeC0. pay{yarc E¢ilmbe Rae ASSEMBLY NO CHANGES THIS SHEEP. (DETAILS NM 58705 — D�o.A Br• EXTERIOR \ '; ��.; GTDTECHNOLO0YDRIVE EXPLODED DED ASSEMBLY J ROSOWSKI NOTES \ �Q� � N.VE ICE,FL34275 Rat J.CHANNEEL FRRAME SHOWN.ARTS 01&&O DRAWING ER FRAME TYPES APPLY. SS,ONAL 11 �� SINGLE HUNG WINDOW INSTALLATION NI 05/15/R16 3)FOR REWORCEMENTTYPES.SEE DETAILS ON SHEETS 6&7. 0.LYNII ILL PE 4)USE ENHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. PE1®� DER[DFAUnLr� SH-5400 NTS '120F 12 MD$H5400-01 B I I • I I