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HomeMy WebLinkAboutProduct Approval (2) I. RECEIVED NOV 13 2019 MIAMI-DIADE ST.Lucie County,.Permitting AMI DARE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(780 315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidooLgov/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"SH-5400"PVC Single Hung Window—N.I. APPROVAL DOCUMENT: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 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 fled 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 Iiterature. If any portion of the NOA is CP 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. iAt RADO� NOA No. y 0, 0 MME C REVIEWED E® �® Expiration Date: July 3a,202200 1� ® ���A� provalDate: November 30,2017 Pagel S ® ��CIE COUNTY BOCC File Copy 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 manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal®spacer system, Super Spacer®NXTrm spacer system and XL Edg6m 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 Idalm.is 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 11/15/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FSC 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). OAR Manuel Pere . Product Control E min NOA No. 17- 63 6 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED E. MATERIAL CERTIFICATIONS(coNTnvvm) 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51'Edition(2014) and FBC 611 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. Manuel P 0. Product Controgam' er NOA No. - .06 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 ANCHORAGE EXAMPLE FOR N 28.116'MAX.D.C. 21.W8" -..-+iRADIUSTOP ANCHORAGE WWAPUE DESIGN PRESSURE RATING IMPACT'RATING HEM (SIM. 12"MAX.FROM 62-1lB`MAX.BUCK WIDTH MAX.O.C. FORARC14-TOP VARIES PER REINFORCEMENT RATED FOR ±'- �Ji..--_.1 HEADER(SIG.FOR ALL FOR ALL FRAM£SEAM _.,.� 30' I 2'MAX. / WINDOWTYPES) LEVEL,SEE SHEETS 6.7 IMPACT RESISTANCE WINDOW TYPES) f f SNEET9 r� MAX.a.C. SEE f0'MAX.FROM 52-118"MAX.BUCK WIDTH 1At4' SHEET3 SEE 30'MAX,O.C. �•+�►{---12"MAX, SHE 'f FIXED VISIBLE 12-M' / FRAME SEAM SEE SHEETS LIGHT WIDTH —�— SHEET4 6&9 A.SEE 1 MAX, / S,SEE�.,,,. 30'MAX.O.C, . SHEEP 3t FIXED SHEET312 MAX. SHEET4 I /VISIBLE 12'MAX EQUALLY }7-7iS'MAX.O.C. ( /j/ LIGHT fT-7t8`tdAKO.C. SHEET3i 1 SPACED / �� �6&7 / HEIGHT EQUALLY ANCHORS PER 111/// J/ 17.7/6'MAX.a.c. f TABLES B 67 O 9MAK ANCHORS PER I I �- BUCK 7A@LES 6 A 7 t / 82' O UC MAX BUCK �— BUCK —�� HEIGHT MAX, HEIGHT X IQ'MAX a.0 HEIGHT )( 10'MAX O.C. X 10'MAX O.C. �T AS SHOWN _ HEIGHT LT EQUALLY 133/4'MAK O.C. SASlf t3-314'MAX O.C. SPACED EQUALLY -- _—�. 1 13%V4'MAX O.C. EQUALLY / ANCHORS PEREE 17 __� _ SPACED VISIBLE _SPACED jyyy���--///jjj TABLES AA TA HEIGHT/ HEIGHT A�_ ATABLES887 ( '! r. , SHEETS C Al �A ) 6•tt2•MAX. 8•tt2"MAX g.} •MAX NOAHCHORS AT 5LL B SEE SILL WEEP- B NO ANCHORS AT SILL 5EES6L WISP- B NO ANCH RS SILL per_._._ i-1/4' 62-t/6'MAK BUCK WIDTH NOTCH DETAILS, SASH VISIBLELIGHT WIDTH SEE SILL WEEP- NOTCH OETALS, 52-11W MAX BUCK WIDTH NOOTTCH DEILL TAILS, NOTCH DETAILS, SHEETS SHEETS SHEETS SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP,FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL LITE CONFIGURATION SHOWN WITH ORIEUPROV(EW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UPTO ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5400 NON RESISTANT SINGLE HUNG WINDOW 75"HEIGHT SEETABLES4-7 (SIMILANCHOR—DIMENSIONS FOR OTHER CONFIGURATIONS) 1)THIS PRODUCT HAS BEEN pESIGNED NIAR &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ} ^— 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. GENERAL NOTES.........._..................-........ ....»., 3)FOR MASONRY APPLICATIONS IN MIAMI-RADE COUNTY,USE ONLY MIAMI-DALE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ELEVATIONS .........»..».»,.......„..:...».,y........„...».1 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. FRAME,GLASS&ANCHOR OPTIONS_..._...„....2 4)ALL WOOD BUCKS LESS THAN 1-1R”THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE,WOOD BUCKS INSTALLATION,FLANGE 8 EQUAL LEGIBOX„.3 DEPiCTEDAS2XARE1-ft2'THICKORdREATER.IXAND2)(SUCKS(WHENUSED)SHALLBEDESIGNEDANDSECUREDTtOPROPERF.VTRANSFERL0AD5T'OTHESTRUCTURE.WOOOBtICfCDESiGN INSTALLATION,INTEGRAL AN&J-CWWNEL.„4 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER(EOR)OR ARCHITECT OF RECORD,(AOR). GLAZING DETAILS.........................................»..,5 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT,INST.ANGHORS DESIGN PRESSURES..„......„........„.»...»„.„.»..,„6-7 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.....„......-.....„.__.»..._...... B-9 6)114'MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTE?ATE,USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. EXTRUSION PROFILES......_......».»...„.,„,.,.»•»,10 7A-NEGATIV)DESIGN PRESSURES: ASSEMBLYdPARTS5W...........»»....„„......»...1t-12 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300, !STANDARDS USED:CODES S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURAL TESTING AND GLASS PER ASTM E1300. ODES C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN.ASD. FLORIDA BUILDING COPE(FIC),8TH EDITION-2014 BUILDING CODE(FBC).5TH EDITION 6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WiNDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 331)3%STRESS INCREASE HAS 020.4 FLORIDALORIDp9 NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT :ASTM E1300-09 16 FOR WOOD CONSTRUCTION WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, *ALUMINUM DESIGN MANUAL,ADM-2 ON PRODUGT`R1:ViS1� 9)METAL SUBSTRATE TO MEET MIN,STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. *ALU INUM2 P as�u with the Fkoib 10)REFERENCES:TEST REPORTS FTL-7964;ELCO ULTRACON NOA;ELCO CRETEFLEX NCA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DODR PROFILES,LTD WHITE&SRONZEAJGHTFR Building Code SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS&ALUM INU RSkkl41 'RISC 360.10 Acceptances Too 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. pye USER INSTRUCTIONS: �`'� OXY••-NN,I`��i �� K°'d'ran ) 2O ` ,`y�:•• '7/ , Miami �� uC +sF•.!/�'. UPDATED TO FBC 2017.-JR- By 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 13% 06/06/17 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN •' *_ PRESSURE FROM TABLES 4 OR 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FORTHE WINDOW 0eaalptloa Dronr W. OPENING OBTAINED IN STEP I. �Z j� , 1070 TECHNOLOGY GENERAL NOTES&ELEVATION J FZOSOWSICI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS i ••'• ,:�� N,VENICE,FL 34275 FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN,REQUIREMENTS FROM THIS SHEETSETARE MET, '",. 5'•'20RIpR,.•�`2``� N.VENICE}FIL 71ft p- 5)INSTALL AS PER SHEET 3 FOR THRU#'RAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. �i� "••••• ��-,��� ;RIVAL E i 01% SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 N01'EMESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, Nf 111111111} Pow=�®— Sarka/Nadak Scop: SMS dyrmy No, R�r; INTEGRALFLNOREQUALLEG$O)Q, a.LYNN MILLER,aE. SH-5400 NTS 1 OF 12 MD-SH5400-01 B P.Ei166705 CERT.OFAUTH.IT29296 LE 1:ALLOWABLE GLASS PES Olasa Description Desi Pressure Frame Glen Frame Frame Typo p (Listed ham Exterior to interior} Table 0 Sheet 8 Types Options Cotdtgs Shapes Installation Options that may be used 1 3/4"T.G.:1/8'A Exterior tip+t/2'Air Space+1/8'A Exterior Cap 4 8 (see Fig S) tsee Table 1) (—Ag A) (no Ftp C) 2 3141 I.G.:118"T Exterior Cap+1l2•Air Space+118'T Exterior Cap 4,6 6.7 ...JM*2X Woad Frams(Buckstrip-sheet 3,option 1 3 314"i.G.:3/16'A Exterior C +318'Air S Equal-$e, Squn�ect., sP pace+3/16°A Exterior Cap 4,6 8,7 Through the name ....into Conarete/CMU-sheet 3,option 2 (02) & 1-4 Ocoftep ArohTop 6 ,-•_g,;gh iXBUCk into Concrde/CMU-sheet 3,option 3 4 3l4"h.G.:3/16"T Exterior Cap+318'Air Space+3116'T Exterior Cap 4,6 6,7 &CatieQe Radius lop °t�'"i"dOYi""" 17-ANN ED;'r-TEMPERED ....Into Metal-sheet 3,option 4 ...into 2X Wood Frame/Buckstrip-sheet 3,option 1 Bax/ Equal-Lite,e, Arch-TOP &t.'Thrc�the here....tMq C=;eWCMU-sheat 3. on 2 EgtmN.eg 1-4 CkietlProntew Amh-Top& � L ou (Ib) 6 Cottage Ra6us Top trip of the window...... ....d=gh IX Bucks Into ConcrdelCMU-sheet 3,option 3 P, .Southern Pine( G-0. Distance A0.0451 ;Maledalw Nkm F W.Fn Into Maid-shed 3,option 4 Group Anchor Substrate Min.Ede Steel Screw 92 ksi 720 kN Through the ._..halo 2X Wood Fmme/Buekstrip-sheet 4.option 5 B 8 Sc 60 kei 95 kel . lChannal Equal-Ute,a, SAuarelRe& tnteD�in into Metal-sheet 4,option 7 Jkl. SMS 410 Screw 90kat 110 kat (81) 1.4 CM0aftevi AraMTop8 "" (steel.18 8 S.S. Stasi,653 318' 8 Ctttspe Radius Top Through the trams....into 2X Woad Frame/Buckatdp-sunt 4,option 8 or 410 S.S.} Steel Stud,AlLSa Gr.33' 3!$' SCO Agprs GatalA ST ksi 98 kai of the window...... ,,..iMa Metal-sheet 4,option 6 Elco loo Cr lee 155 kei 177 ksi rough the Into 2X Wood FromaiBuckstdp-sheet 4,option 5 A Aluminum,6083 Tii" 3!8• Through P.T.Aluminum, em Piro{SG=0.65} 7118' 1•�3f8' 410 SS poo CmeFlex® 127.4 kai 189.7 kei Equd4Jte, SquarNRdeL, Into Metal-shed 4,option 7 8093.T8 Atumimm 18 kai 22 ksi 1-4 OdeWroNew Arch-Top S integral in... . 3118'step Uttrecon Concrete(min.2.85 kai) 1' 13/8' (/13) into 2X Wood FremalBuckstrl A36 Steel 38 ksi tib kai d_ Ccttepe Radius Top Through the tNre••-• P^shad 4,option 8 U.T.Soul CMU, ASTM 0.65C-90) 9/16, 1-1/4' Gr.33 Steel Stud 33 kai 45 kai dttrawindow......1--ft Metas-sheet 4,option 8 #12 SMS P.T.Southam Pine(SG_=D.55) 9/1B' 1.318' (Steel,i"S.S. Steel,AM 31IF 0.050• FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES or 410 S.S.) Steel Stud,A053 Lir.33" 318• 0.0451'(18 Ga.) B Aluminum.6083-TS* 3/8' 0.083' 114"steel Uitmeon P.T.Southam Pine(SG=0.65) 1' 1.318" /�f 2 4 114•steel Creteflox P.T.Southern Pine(SG=0.55) 1" 1-3/8• 1M'steel Aggre-Gator P.T.Southern Pie(SG=0.55) 1" 1-318° �/ Box OR 114'steel Uhracon Concrete(mtn.2.85 ksl) 1' 1314' y/ d/ FLANGE E UA- C Ungrouted CMU,(ASTM C-90) 2-112• 1-114' Y� LEG ile steel Cretetiex Central*(min.3.35 kml) 1' 7314' EQUAL-LITE ORIEL COTTAGE 114'steel UWwDn Concrete(min.2.85 kal) 2-12' 1314' FlGURE C:FWtMESHAPES D 114'steel Creteflax U Concrete(min.3.35 ksij 2-112' 1314' BUCK WIDTH +�BUCK WIDTH)-r----i BUCK WIDTHF — rtgtoutad CMU,{ASTM C�0} 2-1LY t-1l4° T 114'steal Aggro Gator Concrete min.3.275 ksi 7-1/2' E%ad CMU,(ASTM C 90 2' 2° ll/ l/ I /f/ 1 3 4 "MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 7� p %� c9 �/ T 'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPUCATtONS. y = . i ?_ J-CHANNEL INTEGRAL T M CD LE 3:ALLOWABLE ANCHORS THROU THE INTEGRAL FM LRECTANGULAR RAbIUS-TOP ARCH-TOP GroupMin.Edge Min. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY Anchor SubstrataImstance BE USED BY INSCRIBING THE SHAPE M A BLOCK AND OBTAINING PRODUCT REVISED pitbldMenY DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SUE FROM m yin withlha Raft Baild'i rg Cade E 2-11Y x.131"Common tail P.T.Southam Piro(SG=.55) 3/8' 2-7/18' THE TABLES ON SHEETS 6.9. c 11 r 11 Aocayunca No 21/2"R}ngahatit booing Nan P.T.Southam Pine(SG=.65} 3/8• 27118' ��1 Y IYiV rig r"�Q20 P.T.Southam Pine(SG-.55) 112" 1.318' �1� �()N•.` .N4! #10TrussheadSMI -- •. ANCHORS RE-GROUPED. (Ste .I"S.S. Aluminum,6083-75* 318" O.OSO' �•' Ss = or 410 S.S.) Steal stud,Gr.33' 31W 0.04511(18 Ge.) .* No.Wm 7" -JR-06/06/17 F Steel,A38' a/8' 0.050" *= nD 312 ants P.T.Souttem Pine(SG=.65j r 1s 1 are" alts 1070TECHNOLOGr IDWE G�/ANCHORS/FRAME OPTIONS J R4SOWSKI Alumlmx7L 808376" 318' 0.003" ~ (eteet,183 S.S. OF N.VENICE,FL 34278 Steal Stud a 410 S S.) ,Gr.33' 3/8' 0.050 •� Steel,A38' 0.050' . ow'•T,�(;��?`� (947f4ea1990 SiNGLE HUNG WINDOW INSTALLATION-N) 15/15 MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE '��IsJQ✓l s�il L \�`�,' acorn: c. 5 illi Illitl N1R10lrIel�etR1ED Sa1aa/Nodd: s'c* Wadnp No. Ravi AL YNN ILLER,P.E. SN-5400 NTS 2 OF 12 MD-SH5400-01 $ P.EV IRFM CERT.OF RUTH.#29M INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETEICMU. OPTION 1r—=r- EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD 1/4'MAX SHIM 18 114'MAX SHIM —�1 r— FRAME OR BUCKSTRIP. -7'— SEE NOTE 2,THIS SHEET. EMBEDMENT T SASH VISIBLE 17 EDGE j EDGE a D❑� 18 LIGHT WIDTH DISTANCE ! FLANGE FRAME �L DISTANCE j SHOWN ' 44 BALANCE ___ .. ❑�1l4'MAX TYPE VARIES 7YP.ANCHOR T ' a SHIM TYP.ANCHOR TYPE, 42 WITH SASH TYPE.EMBEDMENTAND WEIGHT 54 EMBEDMENT 2 TYP.ANCHOR TYPE 30 AND EDGE � EMBEDMENT AND EDGE ply-TACE� 37DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, ;• SSUBE, DISTANCE SUBSTRATE, a I� SEE TABLE 2,SHFJ=I'2. SEE TABLE 2,SHEET2. EXTERIOR 18 67 I SHEET2. o ID 4 - FIXED VISIBLE FOXED 1B 2011 OPT.SASH TOP FLANGE LIGHT WIDTH I EQUAL VISIBLE JLIFTRAILFRAE I 2 _ LEG/BOX NOTES: LIGHT SHOWN F BUCK WIDTH FRAME FOR ALL WINDOWS: HEIGHT I 1ANCHOR®3.65 1)USE ONLY HORIZONTAL SECTION A-A SHOWN 48 FROM END AND AT 48 21 ENTER. SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 2, 22 FOR WINDOWS SHEET 2.FOLLOW EMBEDMENTAND OVER 35 WIDE: DARE APPROVED MULLION,FBC COMPLUINT ALUMINUMISTEEL FRAMING OR STEEL STUD. 73 EDGE DISTANCE LIMITS.ANY ADD ADDITIONAL MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. SCREWS@16-&w BE USED ON A OPTION OF THSHOWN MAY 14 45 46 47 BE USED ON ANY SIDE OF THE WINDOW. 35 FROM END. � FOR W ORWIW DOWS WRti 1!4•MAX BOTTOM LOCKS: SHIM 810 OR#12 STEEL 1/4•MAX. BUCK so a 16 ADD ADDITIONAL USEDIN OWOORY ASPERORS ABL SELF43MWNG SHIM HEIGHT USED INTO WOOD AS PER TABLE 2, . S(X2EVY"®8.316• SMS(GS),SEE 85 30 FROM END. SHEET-2.1 ALL WOOD BUCKS LESS TABLE 2, p� THAN 1-1/2'THICK ARE TO BE D SASH CONSIDERED 1X INSTALLATIONS.IX SHEET 2. EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OPT 88 16 USE EITHER OR GREATER.1X AND 2X BUCKS r'—I LATCH OR (WHEN USED)SHALL BE DESIGNED 65 (2)1' 61 30 64 BOTTOM LOCK TO PROPERLY TRANSFER LOADS TO FLANGE Q EQUAL a INTERIOR 31 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEG/BOX WAP LOCATOMnSAS END. RESPONSIBILITY OFF THEIGN AND ENGI EER IS THE SHOWN � SHOWN NOTCHES D. 80 OR ARCHITECT OF RECORD. EACH END. EXTERIOR 6 66 3)VISIBLE UGHTVNnDTH OR HEIGHT INSTALLATION .Il INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 v OPTION 4 PRODUCE REVISED 67 OPENING)IS MEASURED FROM as complyhg with the FlorM t 1/4'MAXSHIM BEADING TO BEADING. ANCHORED THROUGH A14CHOREDTHROUGH BuitdmgCode EQUALA EG/BOX �Q❑ t I I 1 I 1111 j FRAME INTO METAL FRAME INTO METAL A—ptmtee NO ";gip FRAMESHOWN oAX LYN& mtbnDato yt'IZa 27°X 125 NO ANCHORS •' uCEN4}F;�(%i ' NO CHANGES THIS SHEET. Mei WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS ;*: ``•..ct�?�` FLANGE OR WJCOVER _ No.S67 2.87'FROM O '• EQUAL-LEG WIDTH * Drum FRAME FRAME SILLS @SASH@FIXE BUCK E:BUCKWIDTH-H-64W a` 1070TECFMIaoovDRNE FLAD-CdN E&EQUAL-LEGBOX FRAMES J ROSOWSKI FUND LITE:BUCK WIDTH-4318' � '• }'' TE (` N.VENICE.FL 34278 TWO. HEIGHT(EQUAL-LITE) ii ••• �ORIDP: (841) 80.1800 Oah. VERTICAL SECTION B-B BUCK HEIGHT12-3.15119 '.,S's+j� NG�,�` tx �o,a,7 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 NAL E .� �E//11j1X1H1t1 mNIFAMISMERMseRn/Ilodet: Soule: 51wt poNrtp No. Rev: A LYNN MILLER;P.E. SH-5400 NTS 3 OF 12 MD-SH5400-01 B P.E.#58705 CERT.0F AUTH.A{28288 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FW INSTALLATION OPTION 5 EMBEDMENT 2X WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR F+- EDGE DISTANCE ANCHORED THROUGH INTEGRAL EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2.THIS SHEET. FIN INTO 2X WOOD FRAME OR O114'MAX SHIM 114'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, SASH VISIBLE 17 J.CHANNEL EMSEDMENTANDEDGE 18 LIGHT WIDTH Q FRAME DISTANCE PER SUBSTRATE, lUl SHOWN D SEE TABLE 2,SHEET 2. •-•� _ TT (SCREW SHOWN) 44 BALANCE AR ao EMBEDMENT I; TYPE VIES`1/4'MAX SHIM 42 WITH SASH EDGE WEIGHT 54 30 1 EMBEDMENT AN PE. DISTANCE Q EMBEDMENT AND EDGE 31 a �^ DISTANCE PER SUBSTRATE, (I JI SEE TABLE 3,SHEET 2. � // EXTEER�IOR TYP.ANCHOR TYPE. 18 (NAIL SHOWN) fJL_J V 87 INTEGRAL EMBEDMENT AND EDGE FIXED VISIBLE 3 FIN DISTANCE PER SUBSTRATE, 18 20 OPT.SASH TOP 'I LIGHT WIDTH SEE TABLE N3.SHEET 2. FIXED VIS18LE LIFT RAIL J-CHANNEL 1 SHOWN (NAIL SHOWN) LIGHT I FRAME FOR ALL WINDOWS: NOTES: SHOWN SUCK WIDTH FROM END AND AT SUBSTRATE APPROPRIATE HEIGHT 3 49 i 48 21 ��R 3�• 1)USEONLY HORIZONTAL SECTION C-C 22 FOR WINDS ANCHORS LISTED ON TABLES 2 8 3 381 OF SHEET 2.FOLLOW EMBEDMENT 1/4•MAX. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. DD 73 0 ADD OVER ADDITIOWIDE: AND EDGE DISTANCE LIMITS.ANY SHIM � � MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES,TABLES 2 8 3,SHEET 2. 14 45 48 47 O ��ENp 1 W BE USED ON ANY INSTALLATION OPTION DE OF THE MAY FORWINDOWSWCTH WINDOW- BUCK DOWBUCK BOTTOM LOCKS: #10 OR#12 STEEL 1/I MAX. HEIGHT 50 a 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAYBE SELF-DRILLING SHIM SCREWS 0 S-V8' USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 8530 4 FROM END. SHEET 2.ALL WOOD BUCKS LESS Q TABLES 2 8 3, D� — THAN 1-1n'THICKARE TOBE SHEET2. SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF USE EITHER UNIT IS INSTALLED DIRECTLY TO a LIGHT HEIGHT SUBSTRATE.WOOD BUCKS 16 LATCH(SHOWN) DEPICTED AS 2X ARE 1-I/2'THICK 86 OR BOTTOM OR GREATER.IX AND 2X BUCKS �--� OPT, LOCK(SHEET 3). Ar 63 TESTED UNIT (WHEN USED)SHALL BE DESIGNED FIN ANDIOR (2)1' 81 30 TO PROPERLY TRANSFER LOADS INTERIOR 31 LOCATION:6-W TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD IG NOTCHES AT 8D RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN [�D�� EACH END. NO ANCHORS ORARCHITECTOF RECORD. FRAME SHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION 7 PRODUCT•REVISED THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 � OPTION 8 114'MAX OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO 04 �dte Igmlda BEADING TO BEADING, ANCHOREDINRO ET BuildmgCade METALQNTEGRALFINIFLANGEREMOV[D) INTEGRAL FIN �0 SHIM 111111 INTEGRAL FW INTO METAL FRAME SHOWN `\% NY LYIVIV�,�, RMetmt 2rx1.2YWEEPHOLB �` 0 '� NO CHANGES THIS SHEET. By WICOVER @ 2.87° .` 1% VaN�••!(�' Mtao? Product CoDhd 9B FROM EACH END. 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NO CHANGES THIS SHEET.tL Yff. o� .754• .750• .535' �„�� - /(� � aoR EXTRUDED 02S ROLLED ?J 61 ��;' ` 1�TEOL�YDRNE WINDOW EXTRUSIONS J ROSOWSKI loam O SCREEN FRAME O SCREEN FRAME -Q SSTTAATE (v N.VENICE,FL 31275 �''.� �OR10p'' �1}4°0•'BO0 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 i�+s�••........•C1C9`� coPrRxslt7oam7 rANAL LROn Emew-. saaJ� sn«e duwg No. aw: rrr'1 `111 ALLRIWftIRP�NED s"r°O�odi� A.Lr1U,M�lLER,P.fl SH-5400 NTS 10 OF 12 MD-SH5400-01 B P.E.M 65706 CERT.OFAUTH.#28298 TABLE& TABLE 8,CONT.: SILICONE HOT-MELT BUM Bill or Material EBI or Material,cotrL STRUCTURAL # Part# Description Material # Pari M Description Material STRUCTURAL 114•NOM. SILICONE 3mv NOM. 1 1 a ung rams - C 8 Auto aMechanism POLYISOBUTYLENE WITH 2 620102 Single Hurt'Frame Head&Jambs- PVC 48 720198&9 Swssp Lack Cast aac WITH DESICCANT DESICCANT 3 620103 Single Hung Frame Head a Jambs-Fin PVC 47 720195&8 Auto Lack Car Assembly Cast arrc Ex T.GLASS EXT.GLASS 4 620104 SI Hung Frame Head&Jambe-E LeyBmr PVC 48 78X11$OP7X#6 x 1-U8"Ph.FH SDS(Auto and Sweep Lack Screw) SS 5 620105 SH1DH From SIB-J•C 0=1 PVC 49 720200 Auto and Sweep Lack Kasper Cat erre 8 620108 SHrDH Frame SIB-Flange PVC 60 76Xi4PPA 08 x 314 PH.PH SOS Screw SS 7 620107 SHIDH Frame Sill-Fin PVC 61 42DI81 UR Beveled Tit Latch Comer Ker PVC INT.GLASS INT.GLASS 8 620108 SWDH Frahm Sill-E Bar PVC 52 420162 UR Pull Roll 1gt Latah Comer Kay PVC 14 620131 Fixed Meeting Reil PVC 63 76WPHFL #6x 314 Ph.FH SDS(Comer Ker Screw) ss KODISPACE SUPER 16 620129 Sash Ran(Sides,Top&Bottom) PVC 64 420163 Ut Latah PVC 76 4SG TPS SPACERW NXT1m 17 820134 Balance Cover PVC 65 420184 TBt Latch Retainer PVC 18 620133 Sash Stop/Screw Cater PVC 68 720207 1"TIB Latch Spring SS 9 620156 Pull Rail Interlock 6005 75 At 67 420188 Plastic Tilt Latch Finger Pun PVC ALUMINUM 20 620144 Pull RailInterlock Cour PVC 68 720192 Metal TM Latch Finger Pull Cast Zinc REINFORCEMENT POLyiso. DESICCANT FILL AREA 21 820157 Beveled Interlock 6005 T5 AI 69 420180 Phot Bar Comer Ker PVC BUTYLENE � 5N6•NOM. 22 80145 Beveled Interlock Coau� PVC 60 720208 Pivot Bar SS 5/16'N om' SEAL SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 76 At 63 720181 Sash Pug Handle Cat Zinc BUTYL& ROLL-FORMED 26 60153 Standard Meeting Rall Reinforcement 8005 T5 At 84 720794 Sash Pug Handle With Latch Assembly Cat Zine DESICCANTFOAM STAINLESS STEEL 27 820154 HD Meeting Rai)Re)niamement 6005 T5 At 66 7834FPT #8 x 314 Ph.FH SDS(Pull Handis Screw SS 17(T.GLASS 30 61614 Weatheatrlp,.187"x.270•Fin Pile 68 420188 Bottom Latch Strike Plate Cat Zine (7CT.GLASS 31 60300 Weatherstrip,.190'x.300•Foam Bulb Flex PVC 67 78688 #8 x 618"Ph.FH SMS Strike Plats Screw SS 32 61719 Weatheratrip,.187'x.220x'PotyPlle 73 720138 I.G.Bead PVC 33 61825 WeatherstripPlug,.220'Flnseal 74 Back' -5 S GE 7700 a Dow 791 Silicons INT.GLASS INT.CY.ASS 35 78X1MTTT 9`x1 Ph.PHIS 0 S(IIra loo k Mamgng 80MV) 76 71648N Setting Block /8"x 1"x 118'),85♦1-6 duro. EPDM 36 7WTFPX 98 x 3"Ph.PH SMS(Meoting Rag Screw) 410 SS 80 61012 Exbvdsd Scrap Frame Alum DURASEAL® XL EDGETm lat 37 7160SP MeetbV Rall Screw Support Pe 6083 T8 AI 81 81011 Rotrm i-Faed Screen Fmmm Tes Alum Q 38 720210 Wee Hae Cofer PVC e2 70KOL921 Scram Corner Key for Extruded Frame PVC SPACER SPACER 40 720)00000 Constant Force Balance 1 83 47042 Screen Corr Key with Pull Ring PVC 41 #8 x 314 Ph.FH SMS(Con.Force Balance Screw) SS 1 84 47041 Screen Caner Kay without Pull Ring PVC 42 Spiral Balance ' 85 70ASPM Tendon Spring SS 43 720205 Spiral B Shoe Nylon 86 81618048 Schen Cloth Fgrrgisa 44 78X714FPAX#8 x 1-114 Ph.FH SMS(Spiral Balance Screw) 410 SS O7 1 81836161814 .140"Screw Spline(Machina/Hand Roped) Vi 1 part ati Description Material PRMUCTRBVISED as eomp ytas+."Rales 78 Kommeding 4SG TPS Spacer System i4dtdmgcode 77 4uarrex Super Spacer nXT with Hot MeB Butyl Sh ` a.rurmr� A0C0 N0! -Dlo'.�•flt: ` t)NY LYryNM�. mm r 78 Quanex Duraseal Spacer .` �..•" sy ' Cardinal Spacer Materials 't.. �cF+v�•., � NO CHANGES THIS SHEET. 79 Ca �,,� ' , EFERENCE TEST R1P-3WR—"L—e7i7,e88B 18973 -*; tb.68706 Aosn ay: per: irgw-c L owm BILL MATERIAL(BOM) J ROSOWSKI N.'fit` oRI°► '' ?�` (a4t}48o-1e00 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 NOTES: '�ss'�•........ Nv.�` .ELM ANA��L�6 �� 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA ExTRUDER CODE. A LrYNN Mn,11 k P E Par Su84/Lladrk Scor 8sr 2)ITEMS#&13,15,24,25,28,29.34.39.61,62,86&72 ARE NOT USED AND ARE NOT PART OFTHIS APPROVAL P E.0 587M CERL OFAU H MUM SH-5400 NTS 11 OF 12 OMD -01 B OPT.SWEEP LOCK I 48 oPT.aura LocK to T OOR B8 48 5t OR 62 t � r 85 ! 55 45 I` OPT.PULL RAIL22 48 INTERLOCK h /`' OR COVER 87 35 t MITERED FRAME WITH ~ .• 1 2! M�COCK INTERIOR AND EXTERIOR 16 b COVER s FRAME WELDS 18 73 X4 `�, I \ ` 54 �~~ 73 X4 t6 50 1 80 OR 8! .0 44 !r � � ✓pe??��E as ,�.. SCREEN oPrP HANDLE ASSEMBLY r,o 64 WITH LATCH DETAILS 41 \ 40 CONSTANTFORCE r 65 !8 — OR BALANCE ' �` �OR 83 �4D 42 43 SPIRAL BALANCE OPT.PULL `:.@ HANDLE .063 87 ''�'"�. 1 18 " MITERED FRAME WITH r SASH —I WELDSExTER10R 37 ASSEMBLY �38 DETAILS EXTERIOR` ss 6 \,•,`^•.....,_,_ y,,,.i..=...._ ------ ..""`,.'t�AC} •sem j AODUCTREVIS 63 E33 ucomplying wishdwFbr* Building Cada FRAMEIt ASSEMBLY ® ' 1`�� 0 'r'�j�+' Rovislow L�irstbu Dames DETAILS ,� �� , NO CHANGES THIS SHEET. No.58705 ' EXTERIOR NOTES .�. � - •,QC` IMTECHNOLOOVDRIVE EXPLODED OL DED ASSEMBLY J ROSOWSKI ATE .w N.VENICE,FL 34276 _ 2)J•CHANNELFRAME SHOWN,PARTS 01&6.07HERFRAME TYPES AMY. ` r'SOME PTSJOPnONS NOT SHOWN ON DRAWING FOR CLARITY. '� ,`�'SjQ °EGi-�`�`� mom„ SINGLE HUNG WINDOW INSTALLATION-NI 05/15!15 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6 6 7. 771 THAI- T�V� N sR t+�• scab: shave ➢ Mr 4)i1SEEITHER SASH TOPLOCK.SORSASH BOTTOM LOCKS. A.LYPEN58�'P.B. CERT.OFAURtw202ee � 00 NTS 2 OF 12 MD-SHM00-01 B I