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HomeMy WebLinkAboutProduct Approval RECEIVED File COPY MIAMI-RADE OCT 21 2019 -DADE Co e - ST. Lucie County, � maCrrrT ONTROL SEC DEPARTMENT OF REGULATORY AND ECONOMIC RESOUR W 26 Street, ®° ®® BOARD M41)CODE ADMINISTRATION DIVISION T(786)315-2540 F ®® NOTICE OF ACCEPTANCE OA www.miamiila . ov/ o m , C4® 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 11SH-5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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#16-0714.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-0630.05 M IAAM4QAQE COUNTY Expiration Date: July 30,2020 j Approval Date: November 30,2017 YJ 1 f 7 Page I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation- LM", sheets 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseale spacer system, Super Spacer®NXTT"I spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02%16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0714.03) . 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test-Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.05) 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966,dated 08/21/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 05/15/15 and 08/29/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15- 9.05 Manuel Ycr P.E. Product Contro x iner NOA No.17-0630.05 Expiration Date: July 30,2020 Approval Date: November 30,20X7 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (coNTDwED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. , Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(coNnNuED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifolg Ultraclear,Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas@(Clear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17,expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 09115116'. expiring on 04/16/20. 5. Notice of Acceptance No.16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc.for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09115116,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5'h Edition(2014)and FBC 6th Edition (2017),dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control,dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 15-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.03) G. OTHERS 1. Notice of Acceptance No. 16-0714.03,issued to PGT Industries, Inc.for their Series "5500"PVC Single Hung Window-L.M.I. approved on 08/18/16 and cxpiing on -- 07/30/20.07/30/20. manPee P.E. Product Con rol E miner NOA No. "QO 0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 ANCHORAGE 28-1(B'MAX.O.C. 21.5/8• �� ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLEUS-OR 54'MAX.BUCK WIDTH FORARCH-TOP RADIUS-TOP MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM. AX.FROM HEADER(SIM.FOR ALL LEVEL,SEE SHEETS 6.7 IMPACT RESISTANT FOR ALL ME SEAM 30" — 12'MAX. / WINDOW TYPES) WINDOW TYPES) S.SEE __ —�MAX.O.C. y\ BUCK WIDTH 7e7ti '� SHEET3 / 10•MAX,FROM 52-1/8'MAX.SEES SETS 1-1/4' I� SEE —r 12'MAX. FRAME SEAM r SHEET3 B.SEE~—~l 30'MAX.O.C. 12"MAX. SHEET 3f FIXED VISIBLE / S�4 r•——� 8&9 �I —I I LIGHT WIDTH A,SEEj'`- •—. I� I B,SEE —__I-�-30'MAX.O.C. 12'MAX. SH C. SEE i SHEET3 I 12'MNL. ) FIXED SHEET3� 1 / T EQUALED I / VISIBLE _r A.SEE • —• 1 12'MAX. I EQUALLY I / 17-718'MAX.O.C. SPACED / LIGHT 17-7/8'MAX.O.C. SHEET 3 / ANCHORSPER SPACED I HEIGHT EQUALLY �— TABLES 9.11 17-718'MAX.O.C. ANCHORS PER I 91.76' SPACED I TABLES 411 1 / I / MAX. ANCHORS PER O I I 84• I BUCK TABLES 911 / � 62' O I I BUCK �— MAX I �— HEIGHT BUCK I - HEIGHT 10'MAX.IO.C. AS SHOWN X 10'MAX.O.C. HEIGHT / 10'MAX.O.C. X I HEIGHT !1 I-T �._._._. —._._._— 13-314*MAX '•� EQUALLY L.—.-- /7•—.—_•— 13-314'MAX.O.C. EQUALLY I ��—,ry/•SASH 13.3!4°MAX.O.C. EQUALLY / —_.� SEE ---///T77•—•---• SPACED / Imo_ SPACED / VISIBLE SPACED / C ANCHORS PER / ANCHORSPER I / LIGHT ANCHORSPER I / t SHEETS // 1 TABLES 9-11 I A I TABLES 9.11 I HEIGHT A I TABLES 9-11 I A 8&9 C I 11. I 1 11 I 16.112'MAX. •16-112'MAX. `6-112'MAX. - ,1 B _JNO ANCHORS AT SILL -• SEE SILL WEEP- Bf— SEESILLWEEP- NOANCHORS ATSILL SEESILL WEEP- B ,J NO ANCHORS AT SILL rI SEE SILL WEEP- D__j 1-1/4' —�-- �- 54'MAX.BUCK WIDTH NOTCH DETAILS, _ SASH VISIBLE NOTCH DETA6S, 54'MAX.BUCK WIDTH �"I NOTCH DETAILS, NOTCH DETAILS, SHEET3 LIGHT WIDTH SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL PROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 75"HEIGHT SEE TABLES 4-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES............... 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUELEVATIONS OUTBOARD LITE(CAP)MUST TEMPERED. •..."'..•..•..•...•"'....••-•••1 3 FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ................................... 1 FRAME,GLASS&ANCHOR OPTIONSNS.................................2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE&EQUAL LEG/BOX.....3 4)ALLWOOD BUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL FIN&J-CHANNEL..4 DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.IXAND 2X BUCKS(WHEN USED)SHALL BE 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 PRESSURES........_. .......................6-7 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS ""'•"' SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ANCHOR QUANTITIES......................................... 6.10 EXTRUSION PROFILES 6)1/4•MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ...................................11 ASSEMBLY 8 PARTS LISSTT...................................12.13 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. CODES/STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. •2017 FLORIDA BUILDING CODE(FBC),67H EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS NOT BEEN -ASTM E130M9 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 WITH OTHER eANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT REVLSFD 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. •AISI 5100.12 u complying with the Florida 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;.ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE(LIGHTER •AISC 360.10 Buil4iog Code SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSMAF&PA NDS&ALUMINUM QRS16N M4NUAL Acceptattoc No/7-q(a3D.05 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL . YNN ' Revlslon: ra n Dme rQ USER INSTRUCTIONS: : t�'.'�LCENSF ������ UPDATED TO FBC 2017.-JR- Mimi ade Prodaet 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'SDESIGNPRESSURE REQUIREMENT FROM ASCE 7. •�'p 06/06/17 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 O 3 ACCORDING TO THE INSTALLATION CONDITIONS, z No.58705 ' 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN - '' PRESSURE FROM TABLES 4.8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW =-I ; Deeeription: Drawn By: OPENING OBTAINED IN STEP I. ;A:• �3 I�-;/X� 1070 TECHNOLOGY ORNE GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR S TE 0 (V�� N.VENICE,FL 34275 DOe: tMte; YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEETSETARE MET. ����••'•, ORIDP.' ?: 071}-0841600 5)INSTALL ASPER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. i�Ss •'"' �G\\ CDPYIPOW0811T SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NAL % POT RmasmEs'W. NOTEMESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A.LYNN I,II�L 1Fi�P.E. ALL NaHM RESERVED SerleslModel. Seale: Sheep Drawing No. Rev. INTEGRAL FIN OR EQUAL LEGIBOX). P.E.q 58705 CERT.OFAl1TN.fl28296 SH-5500 NTS 1 OF 13 MD-SH5500-01 B TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Description(Listed from Dltedor m Interior) Design Pressure Types Options Conflgs. Shapes Installation Options that may be used Type Table# Sheet# (see Flg B) (see Table 1) (see Flg A) (seo Fig C) 6 718'Laminated I.G.:1/8'A Exterior Cep+7/16'Air Space+5/16'Laminated;(2)Liles of 118"A Glass with.090'PVB Intedayer 4,5 6 8 71W Laminated I.G.:1/8"T Exterior Cep+7/16'AlrSpace+5116'Laminated;(2)Utes of 118'A Glass with.090'PVB Interlayer 4,6 6 Equel-Lite,, Square/Rect., ....Into Co Wood CMUFram-sheet 3,p-sheet 3,option 1 7 7/8•Laminated I.G.:3116'A Exterior Cop+318'Air Space+5116'Laminated;(2)Utes of 1/8'A Glass with.090'PVB Intedayer 4,6 6 Flange Through the frame....Into ConcrelelCMU-sheet 3,option 2 Y (#2) 5-18 OdeDPrmiew Arch-Topa of the windowf. through lX Buckstdp Into ConcreteJCMU-sheet 3,option 3 8 7/8'Laminated I.G.:3/1W T ExtedarCap+318'Air Space+5/18"Lam nated:(2)Utas cf 1/8'A Glass with.090'PVB Interlayer 4,6 6 8 Cottage Redlus Top 9 7/8'Laminated I.G.:'116"A Exterior Cap+7/16'Air Space+5116'Laminated;(2)Lites of 118'H Glass with.090'SG Intedayer 7 7 ....into Metal-sheet 3,option 4 10 7/8"Laminated I.G.:1181 T Exterior Cap+7/16'Air Space+5116'Laminated;(2)Liles of 1/8'H Glass with.090•SG.Intedayer 7 7 ....into 2X Wood Frarne/Buckstdp-sheet 3,option 1 Box/ Equal-Lite, Arch-Trip &, Through the frame ....into Concrete/CMU-sheet 3,option 2 11 7/8'Laminated I.G.:3/16•A Exterior Cap+3!B'Air Space+6/18'Laminated;(2)Utes o(1/8•H Glace with.090'SG Intedayer 7 7 Equal-Leg 5-10 OrieUPtodew Arch-Top& 12 7/8"Laminated I.G.:3/tel T Exterior Cap+318"Air Space+5118•Laminated;(2)Utes of 1/8'H Glass with.090'SG Intedayer 7 7 (#4) 8 Cottage Radius Top of the window...... ....through 1X Suckstrip into Concrete/CMU-sheet 3,option 3 13 7/9"Laminated I.G.:1/8'A Exterior Cap+5/16'Air Space+7/18•Laminated;(2)Utes of 3116'A Gloss with.090'SG Intedayer 8 7 ....Into Metal-sheet 3,option 4 14 718'Laminated I.G.:1/8"T Exterior Cap+5116"Air Space+7/18•Laminated;(2)Lttes of 3116"A Glass with.090'SG Intedayer 8 7 Through the ....into 2X Wood FmmetBuckstdp-sheet 4,option 5 Equal-Ute, Sq"WRecl.,integral in...... ,,,.Into Metal-sheet 4,option 7 15 7/8'Laminated I.G.:3/16"A Exterior Cap+1/4'Air Space+7/16'Laminated;(2)Liles of 3/16'A Glass with.090'SG Intedayer 7 7 J-Channel P 5-8 OdeUPro+Aew Arch Top 8 16 718'Laminated I.G.:3116'T Exterior Cap+1/4'AlrSpace+7116'Laminated;(2)Utes of 3/18'A Glass with.090'SG Intedayer 7 7 (#1) &Cottage Rattus Top Th�9h�e��....into 2X Wood FremelBuekstdp-sheet 4,option 8 of the window...... ,,,,Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES S.7,9,11,13 Through the ....into 2X Woad Frame/Buckstdp-sheet 4,option 5 Min.Edge Mln. 815 MAY NOT BE USED IN Inlegrol Fin Equal•Ute, SquareJRect.,Integral fin...... ,,,,Into Metal-sheet 4,option 7 Group Anchor Substrata Distance Embedment THE HVHZABOVE 30'. 5-8 Odel/ProWew ArchTopB 8 Cottage Radius Top Through the Game •...into 2X Wood Frema/Buckalrip-sheet 4,option 6 P.T.Southern Pine(SG-0.55) 7/16' 1-/a' of the window...... Into Metal-sheet 4,option 6 #l, SMS Steel,A36• 3/8" 0.050' THREADS F 3 (steel,0 S.S.S. Steel Stud,A653 Or.33• 3/8' 0.0451'(18 Ga.) BEYOND Or 410 S.S.) BEYOND THE FIGURE A.FRAME CONFIGURATIONS FIGURE B:FRAME TYPES •p•=ANNEALED A Aluminum,6083-75" 3/8" 0.050" METAL 'H"=HEAT STRENGTHENED P.T.Southern Pine(SG=0.55) 7/16" 1-3/8" SUBSTRATE. O O T=TEMPERED 3/18'steelUlfracan Concrete(min.2.85ksi) 1' 1'3/8" •UNGROUTED 'PVB'=.090"TROSIFOL®PVB Ungrouted CMU,(ASTM C-SU) 2-1/2" 1-1/4' CMU'VALUES / BY KURARAY AMERICA,INC. P.T.Southern Pine(SG=0.55) 9116' 1-/8' MAY BE USED 'SG'=.090•SENTRYGLAS® #12 SMS Steel,A36" 3/8' 0.050' FOR GROUTED J-CHANNEL INTEGRAL FlN INTERLAYERBYKURARAY (steel,18.8 S.S. CMU AMERICA,INC. or410 S.S.) Steel Stud,A853 Or.33• 318" 0.0451'(18 Ga.) APPLICATIONS. O 4O B Aluminum,6063-T5' 3/8" 0.083' EQUAL-LITE ORIEL COTTAGE 1/4'steel Ulbmcon P.T.Southern Pine(SG-0.55) 1' 1.3/8' 1/4'steel Creteflex P.T.Southern Pine(SG=0.55) 1" 1.3/8' FIGURE C:FRAME SHAPES 1/4'steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1' 1-3/8' —. BUCK WIDTH ---j BUCK WIDTH I�— )BUCK WIDTH— FLANGE BOX OR EQUAL-LEG 1/4'steel Ultra con Concrete(min.2.85 ksi) 1' 1-3/4' C Ungrouted CMU,(ASTM G90) 2-1/2• 1-1/4' T � Material Min.Fr Mia F„ 1/4'steal Creteflax Concrete(min.3.35 ks) 1" 1.314' T = �/ to La ca T Steel Screw 92 ksi 120 ksi 1141 steel Ultracon Concrete(min.2.85 ks) 2-1/2' 1.3/4' Ei w w = x - = F= 18.8 Screw 60 ksi 95 kel 114•steel Creteflex Concrete(min.3.35 ksl) 2-1/2" 1-3/4' x Y = Y co v w_ 410 Screw 9D ksi 110 ksi D Ungrouted CMU,(ASTM G90) 2-1/2' 1-114' m m w m f s Elco Aggra-GatarG 57 kai 96 ksl Concrete min.3.275 ksi 1-1/2' 1.318' Elco UIIraCorM 155 ksi 177 ksi 1/4'steel Aggro Gator i i 1 i Grouted CMU,(ASTM G90) 2' 2' 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksl RECTANGULAR RADIUS-TOP ARCH-TOP 6063.75 Aluminum 16 ksi 22 kai WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY USED q36 Steel 36 ksl 68 ksi PRODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES Gr.33 Steal Stud 33 ksi 45 ksi es complying Nvith am Florida Min.Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 610. Buildioa Code Group Anchor Substrate Distance Embedment' rr AccepuwceNo'7'�1°�0'Oj__ E 2-112 x.131-Gammon Nall P.T.Southam Pine(SG=.55) 318' 2 7/16' `\�ONY LYN/I/�'�.,, Rovlaton x'rai n Date 2-1/z'Ring-shank Rootng Nail P.T.Southern Pine(SG=.55) 319" z-711s �`�l: ''y1GENSF'•� %i ANCHORS RE-GROUPED. M;yn Daaerraauc,camai P.T.Southam Pine(SG=.55) 1/2• JR-06/06/17 #10 Trueaheed SMS No.58705 .Alwninum6063-W (steel,118-8 S.S. Steel Stud,Gr.331 3/8' 0.0451'(18 Ge.) _ ® DaacrrpDon: mown By: or 410 S.S.) _ F Steel,Ash• 3/8' 0.0w " °' (, 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI •MIN.OF 3 p''. 1 '• N.VENICE,FL 34276 P.T.Southern Pine(SG=.55) 9118' 1318" THREADS :O,t`'., TE 0 #12SMS Aluminum,6063-7t 510" 0.063' BEYONDTHE Ii F<ORIDP.•''\_�` (941)480.1600 RVs: Dara: F '' •. SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (stor410S.S.) Steel Stud,Gr.33' 3/3" 0.050° SUBS RATE. ''s/Sj��/INAL111�'NG``` ParlNWslRmiNc. Sarfes/Afodek sank: shestr DrowingNa. Rev. Steel,A36' 318• 0.050' A.LYNh4,LLER,P.E. �m �s D SH-5500 NTS 2 OF 13 MD-SH5500-01 B P.E.N 58705 CERT,OF A'ITH.#292M INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETEICMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD 1/4'MAX SHIM FRAME OR BUCKSTRIP. -7— 16 1/4•MAX SHIM —�I �— SEE NOTE 2,THIS SHEET. EMBEDMENT + SASH VISIBLE 17 1 EDGE I� 18 LIGHT WIDTH EDGE FLANGE FRAME �1 (1 •• DISTANCE DISTANCE SHOWN — -- IInII " .�. 44 BALANCE —" —L1/4`MAX TYPE VARIES TYP.ANCHOR TYP.ANCHOR TYPE, 42 WITH SASH o TYPE, SHIM EMBEDMENTAND WEIGHT 54 EMBEDMENT 2 EMB ANCHOR TYPE, EDGE ����u( J///�JQ 30 AND EDGE EMBEDMENT AND EDGE DISTANCE PER L1UCJ 31 DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, .• EDGE SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. I'T DISTANCE SEE SUBSTRATE, EXT�fE�RyIOR •, SHEET 2. 2, 1819 • �D� I FIXED VISIBLE " 87 4 (ILII] FIXED 20 OPT.SASH TOP FLANGE •-2 LIGHT WIDTH EQUAL VISIBLE LIFTRAIL FRAME LEGA30X I 2 LIGHT j NOTES: SHOWN r BUCK WIDTH HEIGHT FOR ALL WINDOWS: FRAME �— I 1ANCHOR @3.55• HORIZONTAL SECTION A-A SHOWN I 49 1 48 FROM END AND AT 1)USE ONLY 21 CENTER. SUBSTRATE-APPROPRIATE 22 FORWINDOWS ANCHORS LISTED ON TABLE 2,' 72 OVER 36•WIDE: SHEET 2.FOLLOW EMBEDMENT AND DAOE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. 45 46 47 SCREWS @16.3!8' INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 114'MAX. BOTTOM LOCKS: SHIM BUCK 16 2 MASONRYANCHORSMAYBE #SELF-D SELF-DRILLING 1/4'MAX. HEIGHT O O ADO ADDITIONAL USED INTO WOOD AS PER TABLE 2, SMS(GS,SEE SCREWS @ 818" SMS(G5),SEE � � SHIM SHEET 2.ALL WOOD BUCKS LESS D� 85 -� FROM END. TABLE 2, 30 CONSIDEREDTHAN ICKARE TOBE SHET2. SASH CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLYTO HEIGHT SUBSTRATE.WOOD BUCKS 16 DEPICTED AS 2X ARE 1-112*THICK 86 USE EITHER (W GREATER. HAL 2X BUCKS OPT- LATCH OR �1 IILJIIU�1 65 (WHEN USED)SHALL BE DESIGNED (2)1' 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL INTERIOR RE.WOOD BUCK FRAME FRAME NOTCHES AT gp 31 FROM ASH END. RESPONSTESTED UNIT THE WEEP LOCATION:6-5/6' DESIGN IBILITY LEG/BOX TY OFTHE ENGINEER NSTALLATION IS THES 0 o WN SHOWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR g 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 PRODUCT REVISED 67 OPENING)IS MEASURED FROM tc wmplyi.8 ith Rm Fwwa 1/4'MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Building Code _ EQUAL-LEGIBOX FRAME INTO METAL FRAME INTO METAL ^�QQQ t 111 I 1111// Aaeptcnco No 'moi... FRAME SHOWN Lam— o ON •••••N,f�i��i Rer6/on: Ex iraC nDalc �-Lo .27`X 1.25' ` •'•�}CENSF /(��i By WEEPHOLE NO ANCHORS : Miam Dade Product o+ t REQUIRED IN VISIBLE LIGHT FORMULAS _ •'•� W/COVER @ `•.. No,58705 _ FLANGE OR2.8r 7t' EACF1 END. 39 g••ROM EQUAL-LEG WIDTH _ •;• FRAME SILLS @SASH:BUCK WIDTH-6.12` 6ptlon: Drown Oy, @FLCED LITE:BUCK WIDTH-4318' --o �1/�.'��z 1070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI 0' •., ST TE OF !V N.VENICE,FL 34275 HEIGHT(EQUAL-UTE) �i(� '•.F�ORIDP.•'•\��� (941)480.1600 n0a' Oct.: VERTICAL SECTION B-B BUCK HEIGHT2-3-15/16• AL caPrwcHr92M7 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 11111111 � Serfea/6lodaf: Seale: Sheat Drow/ng No. Rer. A-LYNNMILLER,P.E. SH-5500 NTS 3 OF 13 MD-SH5500-01 B P.E#5g7o5 CERT.OF AM#29296 I I INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHOREDTHROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR �— ANCHORED THROUGH INTEGRAL F+ EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEEDGE DISTANCE ET. FIN INTO 2X WOOD FRAME OR O114•MAX SHIM 1/4•MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 I4 SHEET. TYP.ANCHOR TYd SASH VISIBLE t J-CHANNEL EMBEDMENT AND ED ❑� 18 LIGHT WIDTH 17 Q ❑ I FRAME 1 DISTANCE PER SUBSTRAI SHOWN 1 SEE TABLE 2,SHEE -- --- (SCREW SHOD 44 BALANCE - EMBEDMENT �-J TYPE VARIER U ,� 1/4 MAX SHIM 42 WITH SASH o EWEIGHT 54 TYP.ANCHOR TYPE. DISQ 30 EMBEDMENT AND EDGE 31 DISTANCE PER SUBSTRATE, O SEE TABLE 3,SHEET 2. 18 (NAIL SHOWN) EXTERIOR B7 3 I \a� EMB ANCHOR TYPE, IZ \v INTEGRAL EMBEDMENT AND EDGE T— V FIN DISTANCE PER SUBSTRATE, FIXED VISIBLE SEE TABLE 3,SHEET 2. FIXED 19 20 OPT.SASH TOP LIGHT WIDTH FRAME JLHANNEL SHOWN (NAIL SHOWN) VISIBLE LIFT RAIL FRAME 1 LIGHT i FOR ALL WINDOWS: NOTES: SHOWN HEIGHT I 1 ANCHOR @ 3.55• I 48 1)USE ONLY BUCK WIDTH 4g FROMENDANDAT HORIZONTAL SECTION C-C . 21 CENTER. SUBSTRATE-APPROPRIATE 22 FORWINDOWS ANCHORS LISTED ON TABLES 283 72OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT 1/4'MAK DADE APPROVED MULLION.FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. D ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES.TABLES 2&3,SHEET 2. 45 46 47 SCREWS @16.3/8• INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW, it BUCK BOTTOM LOCKS: #10 OR#12 STEEL 1/4'MAX. HEIGHT 50 O 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM SCREWS @ 8.316• USED INTO WOOD AS PER TABLE 2, SMS(135),SEE 85 �— FROM ENO. SHEET 2.ALL WOOD BUCKS LESS ❑ TABLES 2&3, ❑� 30 THAN 1.1/2'THICK ARE TO BE SHEET 2. D SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT LATCH(SHOWN) SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE1-1@'THICK OR BOTTOM OPT. 86 18 LOCK(SHEET 3). OR GREATER.IX AND 2X BUCKS 65 (WHEN USED)SHALL BE DESIGNED L� TESTED UNIT TO PROPERLY TRANSFER LOADS Q FINAND/OR Q INTERIOR 81 31 30 LOCATION:65/8' TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED n AT FROM SASH END. DESIGN AND INSTALLATION IS THE o IN-FIELD CJD e NOTCHES AT 80 � RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN RILLS IF D IN NCHFRAMEING EXTERIOR INSTALLATION 7 � SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION n THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION V OPTION PRODUCPREVISED OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL 2S Complyh19with tin Fluldu INTEGRAL FIN ^^^^ r1/4'MAX ANCHORED THROUGH FRAMESHOWN o y SHIM BEADING TO BEADING. ` /'' Building code t� .—L `%111111!!/ INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) 1 \��a0•,,,•,,,,•, �j Revision. Er iration Date / {7 .271)(;1.25-WEEPHOLE `� LtCENSF'�(���� By OQrt, WlCOVEACHEND• � Q�: •,� � A•L'yni edoProdua 38 FROM EACH END. Q VISIBLE LIGHT FORMULAS _*!' No.58705 .� ll TYP.ANCHORTYPE, EDGE DISTANCE _ EMBEDMENT AND EDGE WIDTH - 0 DISTANCE PER SUBSTRATE, � @SASH:BUCK WIDTH-8.12' �� 6' ' •� Daoa/ptfon: SEE TABLE 3,SHEET 2. --1 EMBEDMENT @FIXED LITE:BUCK WIDTH-4518' %Q'•, CTE0 •� 1070 TECHNOLOGY DRIVE J-CHANNEL INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) �'n '• �!/� N.VENICE,FL34275 HEIGHT(EQUAL-LITE) i��s '•:c(ORIDP„✓G��`� (841}480-1800 r,Its: Dolo: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT12-3-15116• ”"iONA�Ea��•� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN 1111111110111% COPINISR°2°17 INTO 2X WOOD FRAME OR BUCK- 111%%1 �K�S11�18c- Ser(os/Model: Seo7e: ShoeL• DroWeg No. Rer. STRIP.SEE NOTE 2,THIS SHEET, a LYNN MILLER,P.E. SH-5500 NTS 4 OF 13 M D-SH5500-01 B P.E.#68705 CERT.OF Am.#20296 —�{ 7/8"NOM. —►-{ 1718"NO7/B'NOM. 7/8'NOM. 7/8'NOM. 5/16"A/A PVB I 5/16"A/A PVB I I 5116"A/A PVB I 5116"A/A PVB I 5/16"H/H SG ti,7116"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 318"AIR SPACE 7/16"AIRSPACE1/8"A GLASS 1/8"T GLASS 3/16"AGLASS 3/16"T GLASS 1/8"A GLASS EXTERIOR aEXTERIOR EXTERIOR aEXTERIOR EXTERI 76.79 7&79 70.79 78.79 76-79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 -+{ 7/8'NO718"NOM. 718'N 7/8"NOM. 718"NOM. 1+- 5116"H/H SG I I 5116"H/H SG I 5/16"H/H S 3 I 7/16"A/A SG I 7116"A/A SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE 1/8"T_GLASS 3/16"A GLASS 3/16"T GLASS 1/8"A GLASS 1/8"T_GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 76.79 7&79 76.78 76-79 76.79 - GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 —�{ 718"NOM. 7/6'NOM. '7/16"A/A SG I 7/16"A/A SG 12"NOM.GLASS GLASS TYPES 9 THROUGH 114"AIR SPACE 1/4"AIR SPACE 7&79 BITE TYP. 16 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS 74 •INTEGJRAL FAIN FRAMES a EXTERIORNEL OR G]EXTERIOR 72 ' I GLASS TYPES 5.7,9,11,13 79.79 76.79 31 &15 MAY NOT BE USED IN EXTERIOR75 THE HVHZ ABOVE 30'. � PRODUCT REVISED GLASS TYPE 15 GLASS TYPE 16 ��mplr"'s�"w'IxF'�rrds 38 Buildieg Cade 30 11 t I 1 11 I/ Acccptencu No/�'�3�• W LYN/y ��� Rerbhn: eirariwr Dale: 0r il o .�� Mi f ado Praducl Ca raj^ No.56705 - v ". •. GLAZING NOTES: _ /�p •: 7tf= • "A'=ANNEALED K Deacrfp0on: Grown W. TYP.GLAZING DETAIL 'H•=HEATSTRENG7HENED �� t-T, I �� 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI P=TEMPERED(1 TROSIFOL®PVB BY KURARAY AMERICA,INC. i�T ;•( N.VENICE,FL 34276 Dtle: Outs: Is AMERICA, i ••��RIDI;,.•'•\[��� (941}480.1600 / NAL \\ SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. '',S/lOj/I I 1111 ``` POT Nl)U97RE9 11NC Sarles�Model: SmIng No cale: Sheet A LYNN MILLER,P.E. SH-5500 NTS 5 OF 13 RO SMD-SH5500-01 RB P.E.468705 CERT.OFAU7H.H29296 i - TABLE 5: TABLE 4: 8 D0197 7yp• TABLE 6: ao!Iwir w• Soh H.VA Design Pre..ur.,ib.01t 0117 r7Design Pressure,g7tdh2 "M 9 rya• Design Preasure,lbmlft2 5.0.7aIItem 47+1 Rm"®Yiedov R.Ia 4"1 Swm...ewde,v, 6,7&ax650.0 � HoWSb " u m .tx 48 SL325 +65.01.70.0 R.ML1.1.1 235 Eq."W Itm .05.0 -m0 .85.0 .70.0 ib1nt.Le i Rt Fa0111W-L..th.it.t stwd.d C.ngs 11.517.15A70 4010 I 700 405.0 •70.0 M For all window wd e.-hate. 28 Epawb 11.503.14.510 4050 -7110 a85A •70.0 SEE TABLE 9,SHEET 8 FOR sn.dwd P-Wd 11an-11662 -OLD •7110 -WA -7110 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. neat 23.617.21188 4610 .70.0 465.0 Tao ANCHOR GROUP AND QUANTITY. 3lwd.dadl.9. 2MGM-23.510 +eso m0 +55A 70.0 37.375 EgNab 17.517.23.957 +65D -71X0 1105.0 •70.0 St.d.d PM4- 11.517-17310 +650 70.0 405.0 -70.0 0 Sindal 11.3».14615 'Me -m0 HSA 70.0 D T.w 9.5al-nvil 4a50 •70.0 485.0 -70.0 Q.bm Ste 20.517.27602 4650 -7010 I+89.0 -70.0 Ind Sl.drdC.M.p 21517.25510 4850 -70.0 46510 •700 QI� HEADER u Ecp2Ww 27.517.23.510 +510 70.0 405.0 70.0 Q HEADER St.w.dPtlmt.x 17.517-23.510 +050 -700 +6510 •70.0 23 o le.St. 14.511.17.518 465.0 -mo -05.0 70.0 23 Sh t 11.371.11518 4810 -m0 4MO .70.0 �� e o Twat 31.583.3.5.011 4050 -m0 +05.0 •700 SI.M.Id CMgp 21517.31507 +eSA -m0 405.0 •700 a Egakhm 2LS17.23615 4550 -m0 +65.0 •70.0 O MEETING RAIL 45 5twdw1Pahm 17.517.23.515 +510 -Me +85.0 Tao o O O MEETING RAIL a.mmsto 11.517-116m .e5.0 70.0 4115A .7110 26 6 C t mst. rz517-14515 .e5o .70.0 .010 m0 27 d EXTERIOR E ShM.1 11.377-12518 +650 .70.0 465D •70A FxTEAIOR >: Twbt 3525-37630 +650 1 mo 40510 7110 slwd.dodta9. 21511-11.201 4510 7ao 405A •70A ° 0 Egu17N 7-20.510 .es0 -mo .65.0 7110 1 23 JAMBm 19.e2s a.t.mst. msn-2ssm +6&0 •mo .550 110.0 JAMB Stand.d Pmd.x 17.517-205111 .0&0 •m0 .850 7IO 0.0 EXTERR SASH HEIGHT E�rE�RbR SASH C.m st. 14.511.17.516 .55o -me +ese To-o' <3�-, Cat.mSt. 12.517-trim .850 -m0 +me .70.0 HEIGHT shdal 11,377.12518 +010 -180 4010 •70.0 T.Ihd 38.517.41AN 4610 70.0 +BSA •70.0 Stnndud CO20. 31.517.30515 +650 -180 IMO -70.0 O 23 Egmal. 25.517-31.51a ,650 -7ao 1+650 -71X0 23 Stad•dPW- 23.517-2&518 +610 700 46510 1.70.0 SILL D e2 Cb.st. M51743.6% 1550 .70.0 +55.0 70.0 SILL D Catmnst. 17.517-20116 +65.0 -180 4510 .70.0 Widest. 11.117-17.015 4650 70.0 .6501 M1 Cmt.mst. M017.14616 +Me -70.0 +65.0 47.3 ShtL-I 11.081.17.018 . 4650 -70.0 +65.0 IMMS Twk.1 S0.517.41a11 4610 .180 465.0 -M0 Wmm Ste 3&517-39.670 .510 -180 +650 -70o EpRH3. 35.517.36.115 465.0 -180 4050 'MA 7S Wtm St. 3517.35.518 4850 -180 465,0 7110 SECTION DETAIL FOR WINDOWS WITH SmmdRmL- 29.517.3515 4650 -180 46510 I-mo SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 Wbmst. 21517.23.518 +550 -mo .moo ala LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 9t d t 25516-25616 4850 -180 n... . (REINFORCEMENTS SHOWN IN FIGURES ABOVE (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Egowb 3&511•414" .510 -7ao APPLY TO ALL FRAME TYPES CONFIGURATIONS) 64 oabmst. 3U17.3s618 .aso -me CONFIGURATIONS) swe•dw.1... 31616-asst6 4650 -iso PRODUCT REVISED 91-75 Tr..1 --41" 46Sa -7110 05 COnlPly"18 W'"'the F1000A SEE TABLE 10,SHEET 9 FORANCHp OUP AND QUANTITY. Buildiap,C1RId "MIN.SASHHEIGHT=WIND Wl3U I(IMT 50.136 Aa°eP1z»ceN° - „- ir Dtnc L4�lD Mivai adSPrOdtrct TE N9.58705 *� NOTES: 7:-0 :(� 1070TECHNaQGYDRIvE ES GN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. � tkn- Drum W. O�•..• Si TE 0 ((7 N.VENICE,FL34275 2)FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS PERTHE FIGURE. �i�C�5 •:�ORIOP`.:'G\ (�1���1TIBe: Dal... E \ ,p,g,RO201 SINGLE HUNG WINDOW INSTALLATION-LM 05/15%15 \ 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 11111111111)tilNPOTNUUBTRIE8.w- Series/Nodal: Sale: Sh6sC Dralriny ND. R5r ON THE TABLE. A.LYNN MILLER,P.E. AMPIGMR�D SH-5500 NTS 6 OF 13 MD-SH5500-01 B P.EJA 58705 CERT.OF AUTH.N29290 TABLE 7: TABLE 8: au.TyP. Galan San G1.mTyp. Bm.m9aah Do nP7wasulo!ball° 9.11,16118 Deaedpion brphm Smh llc+pM 0177917 Pl4ateuRrlba7R' 171 14 DmOdpUm to OLln gash He10a g S.Inl.Lawl Rxw0 WM- Paras On) YnMew Buck 171741017 P'3-Level ttIAW 0%VOgOW Rana ON INW.B.k Wldn ON o 3 Hsi q.W1. 0A-11 48 51175 64 ] Htlpht Sown 18 24 32 38 M 49 62125 54 � 3.5 EpwlSta 11.380 +700•1100 -70.01-110.01+70.0•1111.0 1+100 1-1140 233 1 FAua45. 11.784 •70.0 410.0 •70.0•110.0 70.0-110.0 70.0-110.0 70.0-110.0 •70.0-110.0 .70.0-110.0 •70.0 410.0 SUrdwd Codaw 14.517-15.670 +70.0 41DD 70.0 410.0 +70.0-110.0 +100-11&0 9ardud CeUlo. 14.517.15.870 •70.0-110.0 +70.0-110.0 Me-110.0 70.0-110.0 70.0-110.0 •70.0-110.0 70.0-170.0 •70.0-110.0 ` 25 Ewdfib 11.583-14.618 •70.0 4100 .70.0-1140 740-110.0 .100 -1IQ0 26 EpuaH. 1.503.14515 •70.0-11D.0 +70.0-110.0 +7aD-H0.0 •70.0•110.0 •70.0•110.0 700-110.0 •760•1160 +70.0-710.0 Slandwd Plomw 11.38-71.562 70.0 4100 +70.0-110.0 +70.0•110.0 .100 410.0 s1-w-rd Prw.W 11.38.17.502 •70.0-110.0 70.0-710.0 70.0•110.0 •70.0•1160 •70.0-110.0 •70.0-110.0 •70.0-110.0 •70.0 -110.0 Lural 23.517-25.280 .n.o-110.0 •70.0 410.0 1100-110-014111.01-110 T.B.47 23.517-25286 70.0-110.0•70.0-110.0 70.0 411.0 •70:0-110.0 +7 -110.0 +70.0-710.0 70.0-110.0 •70.0 -110.0 HEADER smmwd�ea9. 10.930.637& .roe-770.0 .0..o-7160 +740-110.0 +100-110.0 S7aMemcc0a0e 20.859-73.616 •76.0-170.0 •70.0-110.0 •760-1D.1 •71.1 41D.0 +7aD-110.0 +70.0-111.1 +70.D-110.0 10.1-1760 25 37375 Ewdfd. 17.517-20.267 •70.0 410.0 .70.0 4110 170.0.110.0 .100 4MO 37.375 E5ua45o 17.617-20957 7aD-110.0 70.0-110.0 7me-110.0 •70.0-1100 •70.0-110.0 70.0-110.0 •70.0-1110 •70.0 .139.0 elardwd Pro.78w 14.517.17.510 +70.0 410A 70.0 410.0 70.0-110.0 +100•1160 Slardar0P7a7.w 14.517.17570 •70.0-110.0 •70.0-110.0 +70.0•110.0 •70.0-110.0 170.0-110.0 •70.0•110.0 •70.0-110.0 170.0 -1114 0 sth.." 11.377-7{.618 +70A 4100 70.0-110.0 •70.0 407.0 •100-1010 ShM..I 1I.N7-14516 •70.0-1740 •70,0 410.0 •70.0•1100 •70.0-110.0 •70.0-110.0 70.0•110.0 .70.0-iW.O M.D.-103.0 Twwu 27.553.31.011 •70.0-110.0 170.0 -080 760 •030 •100 •BDA T.01ct 27.M3-31.611 •70.0-lima •7110 410.0 •70.0-110.0 •700-110.0 •70.0-110.0 70.0 4a0 •70.0 -03.0 •760 -00.0 0 awb sae 25.517-27.662 .100•110.0 .70.0 410.0 70.0 4140+100 41QD Cudom90. 20.517-27582 •70.0-110.0 •70.0-110.0 70.0-110.0 •70.0-110.0 •70.0-110.0 +70.0•110.0 .71!.110.0 +70.0-110.0 MEETING RAIL SWdwd Cne.2e 23.517-25.516 .700 410.0 +70.0-1100 •70.0•110.0 .100-110.0 StmderdCodo90 2150 10 26316 •7D.0 410.0 +70.0-110.0 70.0-110.0 •70.0-1140 •70.0-110.0 •70.0-1100 •70.0-110.0 •70.0•110.0 0 0 O 44 Ew.WI. 20.517-23..616 •100 4100 +70.0-110.0 70.0-7740 +100-110.0 " Eeua46e 20.517.23516 70.0-11DA 70.0-110.0 7aD Ala.0 •70.9-170.0 70.0-110.0 •70.0-110.0 70.0-110.0 +72.0-170.0 27 5 SUWwd Pm* 1x617-21510 .700 41D.0 +700-110.0 +100-710.0+100-110.0 StaMudl".0- 17.517-20518 •70.0 410.0 •70.0 410.0 710-lima 760•110.0 •70.0-110.0 •100•110.0 70.0-110.0 710 410.0 Culbm San 14517-17.515 .70.0 410.0 -70.01410.01.70.0•110.0-MO-1140 cudom sm. 14.517.17516 70.0 410.0 70.0-110.0 7ao 4100 740-1110 70.0•1110 •70.0-110.0 70.0-110.0 •71X1-110.0 EIITERM stwea 11,377-14.510 +70.0•170.0 +100 410.0 +70.0•107.0 •100 407.0 shortest 11.377.14516 70.0-110.0 +70.0-110.0 1100•110.0 +740-110.0 70.0•110.0 •70.0-110.0 •70.0-107.0 •7mD-toxo 0 D T.Umn 31.5&7-35.911 .70A 410.0 •100 -02.0 70.0 •100 .100 40.0 TaDee1 31.583-35.971 +70.0-110.0 170.0-110.0 •mel-110.0 •70.0•110.0 •70.0-710.0 •70.0 -09.0 +70.0 -03.0 +74D -60.0 Slaalwd aatape 26.517-3!.582 .740 410.0 +100•11D.0 •100 410.0 +100-110.0 6lanwrd Ce4e00 26.617-31.502 •7aD-110.o •70.0-110.0 •70.0-110.0 •7ao-nam +70.0-11D.0 +70.0-110.0 170.0-110.0 +70.D-110.0 JAMB 25 Ewd40e 20.517-26.518 .70.0•1160 .70.0•110.0 •70.0•110.0 •100•110.0 E5ua40o 20.517-20.510 +70.0 410.0 •70.0-110.0•70.0-line •70.0.110.0 +70.0-110.0 •70.0-110.0 •70,0-110! •70.0-1140 48 S14ntwd PmAm 17.517-20.516 470A 410.0 +70.0•110.0 70.0•110.0 +100•110.0 48 BlududPfadm 17.517-20516 •70.0-110.0 •70.0-110.0•70.0 410.0 •70.0 4140 70.0•110.0 .70.0-11D.0 7D.0•110.0 •70.0-110.0 FIGEROR SASH amnnl Sae 14.677-77.610 .70.0•110.0 .70.0•110.6 .70.0 4160 +100 410.0 cVd..8" 1{.517-17516 70.0 4160 •70.0-110.0•70.0-110.0 •7ao-170.0 Imo-110.0 •T0.0-ilmo 170.0•110.1 70.0•110.0 a HEIGHT C.0. sae 125!7-!1.516 470.0 •110.0 .100 410.0 +7ao 4140 +100 4146 Cedomsae 1x517-14516 170.0 411D 70.0-110.0 170.0-1160 760•1100.7ao-110.0 70.0 410.0 •70.0 4160 •7ao•1100 SECTION DETAIL FOR 6lwded 11.10-1x518 .700•1100 .70.0 410.0.70.0-110.0 +100-110.0 stmbel 11.77 7-12516 •70.0-11mD 760 410.0•100-1100 7ao-1100 +7ao-10.0 70.0-110.0 170.0-110.0 •Tao-110.5 Tow 33205.37.690 .70.0 410.0 +70.0 40.0 +70.0 -03.0 .70.0 -80.0 o TOM 33.209-37336 •70.0•110.0 •70.0•110.0•70.0-110.0 +760-110.1 +100-110.0 170.0 -08.0 •70.0 -03.0 •7ao -00.0 WINDOWS WITH Suw wdConage 26517.33107 .70A 410.0 +100-110.0+100 410.0 +100•ttaD i SiandudC.9ac. 20.517-33.207 •70.0-110.0 •70.0•110.0 •70.0-110.0 •70.0 410.0 •70.0-110.0 70.0 410.0 •71.0 410.0 •100-110.0 LEVEL R3 REINFORCEMENT 25 Epa". 23517.70510 .700 410.0 -MO,•1160 70.0•110.0+100-1160 3 Epua-me 21517-26.616 •70.0-140 +70.0-110.0 170.0-110.0 70.0-110.0 •70.0 410.0 710-110.0 •70.0-111-D •M1-110.0 DwW&. 26517.23.516 +70.0-100 .70.0•110.0 70.0 4110 +70.0•10.0 ' Cudamsh. 21517-27516 .760 410.0 •70.0 410.0 70.0 4110 •70.0•710.0 •100 410.0 .70.0 410.0 70.0-110.0 70.0-710.0 &GLASS TYPES 9-16 swdwd ROAow 17.617.10.516 .70.0-110.0 +100•1160 7ao-110.0 .100-110.0 49.675 9mdard Pr.4. 17.517-2 0.516 +70.0-10.0 70.0.110.0 •70.0 410.0 •70.0•iiia .76.0-110.0 .7ao-10.0 170.0-110.0 .7ao•170.0 SILL D (REINFORCEMENTS SHOWN cuu-sha 1451-17.516 +70.0-10.0 •mo•Imo 470.0•10.0 +mo 4140 a adomsu. 14.817-17515 .71.0 AMD 7aa AILD 70.0-10! 70.0-10.0 •70.0-110.0 70.0-110.0 70.0-10.0 70.0-110.0 IN FIGURES ABOVE APPLY amen sae 12517-1.5% .700.10.0 +100-10.0.70.0.1100 •Tao.1110 C=.msra 1x517-14510 ?mD-10.0 .70.0-10.0 Me-1100 70.0-10.0 •100•1140 +70.0-lima 7ao-110.0 •760-limo TO ALL CONFIGURATIONS) shal.d 14.777.72516 470.0.110.0 +70.0•110.0 70.0 410.0 .70.0 410.0 sh.dee1 11.377.12516 •70.0-110.0 70.0-110.0 RD 410.0 •70.0•110.0 +70.0-11x0 •70.0-1110 70.0-110.0 70.0-110.0 Tow 3&517-41.B" +70.0-110.01470.0•110.0+70.0 41x0 •710 410.0 Ta0we 38.517-41.0" .100-1100 70.0-110.0 •70.0-10.0 .70.0-110.0 •100-1140 1T0.0-lima .700-110.0 •70.0•105.7 Surdwd Cnep 31.517.38.616 •7110-1100 Me.110.0 •70.0-110.0 +100•1110 Slmdu9 CO220. 31.517-36510 •70.0-1140 •70.0-1100 •70.0•110.0 •710-110.0 •70.0-1140 70.0•110.0 •70.D-108.5 •70.0•1010 c EQ.". 2&517-31.61(1 .700•1100 .70.0•110.0 .0.D-110.0 .70.0 410.0 E.Y946. 28.517-31516 17D.0-10.0 •70.0•10.0 •70.0-710.0 .70.0-110.0 •100-1160 70.0-110.0 .70.0•107.9 •70.0-1024 Stwdm P.A. 23.517-21.010 +70.0-110.0 .70.0•110.0 +100-770.0 •70.0 410.0 Slardud Prwm 23.517-25516 70.0•110.0 70.0•110.0 710-1100 70.0 410.0 •100-110.0 70.0-110.01+70.01410.01•70.0-105.2 02 017010310 24517.23578 .70.0.110.0 70.0 410.0 +70.0-1160 +70.0-1140 62 aldomsa. 20!17-21516 .70.0•110.0 •70.0-1140 •70,0-170.0 70.0 410.0 •100-110.0 •70.0 410.0 •70.0-110.0 •740-107.0 Cub.sao 77.517.20316 +70A 4100 47D.0 4140 470.0 410.0 .0.D 410.0 O..I-s3.. 17.517-20518 •71.0•110.0 •70.0-11x0 .70.0 410.0 •70.0-110.0 +100 AIM •70.0-110.0 •70.0-110.0 •70.0-109.6 lanmrn Sh. 14.517-1518 +700•110.0 470.0•110.0+70.0-110.0 +70.0•110.0 MaimSW 14.517.17515 70.0-110.0 NDA•110.0 •10.0-110.0 •70.0-106.0 +70.0 4026 .70.0-100.5 •70.0-1045 •740-100.5 Mlom sae 13.017.14.616 +700 410.0 .70.0 410.0 +740•110.0 .100•110.0 Cuelom fihe 13.017.14,616 •70.0 41D.0 •70.0•110.0 •70.0-108.2 •70.0-100.7 •70.0 -07.1 •70A -044 •70.0 44.4 •70.0 440 Sh d.n 11.884-19.010 +70.0 410.0 -70.01410.0 Me-110.0 •700 410.0 ShedW 11.864-13.016 70.0 410.0 •70.0-110.0 •70.0-102.6 .70.0 47.0 .70.D 113 •704 -00.1 •70.0 00.0 •70.0 40.0 Ton.1 39.517.41.601 .70.0 410.0 .70.0 410.0.140•110.0 .711.0 •110.0 TOM 39.517.41.644 •740-110.0 70.0-1D.0 70.0•110.0 +70.0-110.0 •70.0-110.0 .70.0•110.0 •70.0 401.5 7100 -08.0 cwbrrl sen 36617-39.610 +70.0 410.0 +70.0-110.0 +100•1100 .700 -110.0 Cuda.83.. 3&617-39518 -70.01-110.01•70.0 410.0 •70.0-110.0 •70.0 14140 •70.0-110.0 •70.0-11Qa 530.0-101.7 7100 48.3 Epu141e 35.517.38510 .70.0 410.0 +70.0.110.0 +70.0•110.0 +100-110.0 EOua"a 35.517-3 8518 •70.0-lima •70.0•170.0 •70.1 410.0 +70.0-110.0 .70.0-110.0 •70.0•110.0 •70.0-100.4•70.0 -05.0 75 0.0717717 She 32517-]5.516 .70.0•110.0 •70.0 410.0+740 41QO •100 41100 75 cud-s3.. 32517-36518 •70.0-110.0 •70.0-710.0 One 410.0 70.0 410.0 .70.0-110.0 •70.0-lima 70.0 400.7 •70.0 45.2 6hMwd NO.hW 79.517.31510 +700•lima 70.0.110.0 .70.0•1100 +100-1110 SU=ud Pm1ow 29.5117-32.516 •70.0•110.0 •70.0 411¢0 .70.0 410.0 170.0 AIDA One•110.0 •70.0•109.8 •70.0 401.0 70.0 4&1 C01ae Sao 25.517.28.610 470.0.110.0 +70.0-110.0 One•11QO +70.0-110.0 Cudmn Ba. 26.517-20.518 •70.0 410.0 70.0 410.0 •70.0-107.8 +70.0.10x4 •70.0 -09.9 •70.0 -09.4 •70.0 -0&4 •70.0 45.4 ShMad 25.516.20.618 •700.110.0 .70.0-110.0 70.0-1140 +70.0-110.0 shaded 25.610-26.515 •70,0-110.0 •70.0•110.0 70.0-104.5 •70.0 -09.1 70.0 -05.4 •70.0 -0x4 •70.0 -024 •70.0 -024 Egotat. 38.517.41.6.4 7aD-1700 +70.0-7160 70.0•1110 .70,0 •110.0 E5ud46. 3.517-41,6" •70.0•110.0 5340-110.0 •70.0-110.0 +7D.0 4 M 7&0-770.0 •70.0•109.6 •70.0 -00.7 •70.0 -01.1 GLASS TYPES 9 THROUGH & awt.rrl she 33317.78.618 •700•1160 .70.0-110.0 +7ao-lima +100 410.0 8{ Cudom Ste. 35.517-3857 6 +7D.o-1160 •mo-1160 170.0-110.9 176.0-10x4 •70.0 -0e.9 •70.0 -0e.a •7ao -0a.{ •71.0 -0!.e f 16 MAY NOT BE USED WRIT 511074 PtodeW 31616-55515 .700-1100 +70.0-110.0+7ao-1740 +100 •1740 8717464 Pfwew 37.816-35510 +To.o-110.0 Oma-1160 .70.5-1o2s •70.0 -0x3. •70.0 43.3 70.0 40.1 71.0 610 170.0 -00.0 ,I-CHANNEL OR INTEGRAL PRODUCT REVISED D1.T6 Tdlul ^-41.64 +70D-1100 +70.0-10.0 70.0-170.0 +100-110.0 91.78 Tdleal '•-41.6" •70.0-10.0 •7aa 410.0177-00M10-26170.0 -07.0 70.0 413 .70.0 -00.7 10.0 -03.0 .70.0 40.0 •FIN FRAMES PS complying lAth the Fl0lid0 SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. Building Codd '•MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.135 Ac17:ptonw14o - .c YLYN . ReHalon: sslsRtsSnnae 12D �l�pN,. N'�i By `; a 'U10ENgF '•��� Mimni 4246Product Co. Q' No.58705 NOTES: - - 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. �_ 1070TECHNQLGGYDRIVE ESGNPRESSURE TABLES JROSOWSKI 0 U-Z N.VENICE,FL 34276 flue: OOIr. 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS ASPER THE FIGURE. ��C�S1 '•'ZORION.."G�=\�� (G41)4W1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ''77S7OMAL eN`�� POTPx>Hrs wftt` SeriulModoh 33070: Sheet: Drawlnp No. Rev: ONTHETABLE. A.L PE1,�1LVP'.E. 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Series/Yodel: Srnfe: Sheet: Dmwl A.LYNN MILLER P.E. RT.OF SH-5500 NTS 11 OF 13 MD SH5500-01 ng No. RevB: P.Ef168705 CERT.OF AUTH.029298 C SILICONE HOT-MELT BUTYL TABLE 12: TABLE 12,CONT.: STRUCTURAL BIII of Material Bill of Material,cont SILICONE STRUCTURAL 1/4'NOM. FOAM 3/16"NOM. # Part# Description Material # Part# Description Material POLYISOBUTYLENE W� 1 620101 single ung Frame Head&Jambs-J-Channel PVC 45 720197 Auto Lock Mechanism SteelWITH DESICCANT DESICCANT 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep lock Cast Znc �,GLASS EXT.GLASS 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1160PTX#6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame Sill-J•Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Znc 6 620106 SWDH Frame Sill-Flange PVC 50 776X34PPA #6 x 314"PH.PH SDS(Keeper Screw) SS INT.GLASS INT.GLASS 7 620107 SH/DH Frame Sill-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Ra-11-Tilt-Latch Comer Key I PVC KODISPACE SUPER 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 314"Ph.FH SDS(Comer Key Screw) SS Ts 4SG TPS 0 SPACERD NXTTI" 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash StoplScrew Cover PVC 56 720207 1"Tilt Latch Spring SS ALUMINUM 19 620156 Pull Rail Interlock 6005 T5 Al 57 420186 elastic Tilt Latch Finger Pull PVC REINFORCEMENT POLYISO- FINT.GLASS NT FILL AREA 20 620144 Pull Rall Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Znc BUTYLENE 21 620157 Beveled Interlock 6005 T5 At 59 420180 Pivot Bar Comer Key PVC 5/16"NOM. SEAL5116"NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS BUTYL& LICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 AI 63 720191 Sash Pull Handle Cast Znc DESICCANT ROLL-FORMED fftk 25 620152 HD Sash Reinforcement 6063 T6 AI 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc E)CFOAM STAINLESS STE 26 620153 Standard Meeting Rail Reinforcement 6005 T5 All 65 7634FPT #8 x 3/4'Ph.FH SDS(Pull Handle Screw) SS T•GLASS 27 620154 HD Meeting Rail Reinforcement 6005 T5 At 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187"x.270°Fin Pile 67 778588 #8 x 516'Ph.FH SMS(Strike Plate Screw) SS 31 6CI300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Lama I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220°PolyPile 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS 33 61825 Weatherstrip Plug,.220'Finseal 75 71646N Setting Block(718"x 1'x 118"),85+/.5 duro. EPDMDURASEAL� XL EDGE 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum Te 19 36 76)GTHPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 41055 81 61011 Roil-Formed Screen Frame Alum SPACER SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 Al 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720)0000( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X2 PVC 41 #8 x 314"Ph.FH SMS(Can.Force Balance Screw) SS 85 7CASPM Terislon Spring SS 42 Spiral Balance 86 61816C48 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 61635/61614 .140"Screen Spline(Machine/Hand Rolled) Vinyl 44 178XI14FPAX#e x 1-114"Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material I:RODUCT REVISEDes—I lying with the Plaida 76 Kommeding 4SG TPS Spacer System Building Code See this Acmpinne"Alo/7-0630.o�r 77 Quanex Super Spacer nXi'with Hot Melt Butyl 1111 I I ri Sheet for `�.��ONY,LYNN ',,, Reunion: f ,ratwnDate Spacer ' 78 Quanex Duraseal S 'S�• p Materials �' ' ICEN �� mzryai naePmducr 79 Cardinal XL Edge Spacer REFERENCE TEST REPORTS:FTL-8717,8968&8970 _:�- No.58705 p . peeerrpden; Drawn W. =70 2- (�- Q: 1070TE0HNoLoGYDRNE BILL OF MATERIAL(BOM) J ROSOWSKI STATE (rj` N.VENICE FL 34275 rue: Date: '��c�`s'.FCORIDP.•' �. te41NeD 1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTES: �''///it, %%kO P NXI&RE8,1W-• Sariea/YadeL• Scoie: Sheer: Drawing No. —FRT -- i)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. A,LYNN MILLER,P.E. ALL FOOM PZ9QiVED 2)ITEMS#9-13,15,24,28,29,34,39,61,62,68-71,&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL p,E1i 6LER CERT.OF AUTH.#29296 SH-5500 NTS 1 12 OF 13 M D-SH 5500-01 B OPT.SWEEP LOCK 46 11 48 OPT.AUTO LOCK 18 V 47 • 20 j 57 OR 58 46 p O 51 OR 52 1 I45 I p 55 i O I OPT.PULL RAIL p I I 22 62 ORO 70 INTERLOCK 8 COVER I S8 I I p 87 B8 1 \• \ I BEVELED .I MITERED FRAME WITH I 27 INTERLOCK \ INTERIOR AND EXTERIOR 16 'o &COVER I FRAME WELDS p j 18 \ I �. 54 i 72 X4 72 X4 I 16 ' 53 50 ORO 14 SCREEN JASS-•~qg '••••` �,• 6p OPT.PULL HANDLE ASSEMBLY j 64 WITH LATCH 10 DETAILS 41 y 40 CONSTANTFORCE i '-•:1- /Z J 16 82 OR 83 ., BALANCE dd"rr",--@ — OR OPT.PULL 40 OR 43 42 43 SPIRAL BALANCE HANDLE 67 16 MITERED FRAME WITH ` \ SASH INTERIOR AND EXTERIOR Jr P 37 ASSEMBLY FRAME WELDS 66 36 DETAILS EXTERIOR :1 53 5 A?TACHES TO as m'RODUC R n't i UFlorida „� 1•.,, _..__�,�_ -"`SCE Building Cudc ' FRAME Revision: pim4aaDate r2D'LD ASSEMBLY ®:' .� ``�.��ONY BY �•` DETAILS `\, ` a,. LICENS�c'•.��� Miami &Pro&uc(Co Q' No.58705 \1 --p Desedptian: Dram BY: EXTERIOR =� ;�(7 f72;: 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI NOTES: \. 8T 7[1 N.VENICE,FL 34275 Toa' Date: 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY, 5•'•F�ORIDA,••'���� (941}46D•7600 SINGLE HUNG WINDOW INSTALLATION LM 2)J-CHANNEL FRAME SHOWN,PARTS#1&S.OTHER FRAME TYPES APPLY. ""'O ENG.` caPrgtotlroml7 05/15/15 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. 7ittNAL t T``�1 ALL RKRfTS PDTW0U3i�9IINC, Sedco/Model Seale: Shed• Drawing No, Rev.,4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.LYNN 5805 PE CERT.OFAUTH.#29296 SH-5500 NTS 13 )F 13 MD-SH5500-01 B _9/13/2019 www.pgtclearquote.com/Poet/Reports/ExoReportVieweraspx?p=dmVyby5gZWZmLC0lODM3NjMxLDM2NDcxNCwxLDEsMTMzOTUsM... of 1 DD i Find Next —— - -_— [Last Modified Date:08/15/201914:46:15 V�� L 55 � P6 #7 Job � .I��O� � Job Name:Bell . � �Job Address: 772-567-3123 Quote# 5837631 www.VeroGlass.com 1669 Old Dixie Highway Vero Beach,FL 32960 NFRC Sales Person:Jeff Lebellarte Customer Account# Phone# Fax# Line# _ Item Description _ Quantity Line Pricing 0001 SH5500 VINYL SINGLE HUNG 5500 Ordered: Sell Price Ext Price (1.00) 12.00 Certification Type:MIAMI NOA Selection:17-0630.05 Frame Type:.625FLANGE Vent Configuration:EQUAL I t Window Style:STD Size Selection:CUSTOM I Size Ref:ACTUAL Width:36.0000 j Height:61.0000 Actual Size:36 X 61 Rough Masonry:37 3/4 X 62 Wood Frame Opening:36 1/4 X 61 1/4 Egress Opening:313/4 X 25 7/8(5.6984 SQFT) Frame Color.B -Bronze Balance Type:CONSTANT Glass Family:LI -Laminated Insulating Interlayer Type:PVB090 Glass Makeup:LIA207AA5 h Glass:7/8"LIG(1/8 AN-7/16 AIR-5/16 AN/AN Does unit need to meet Turtle Code:NO . �;. Glass Color:CL -CLEAR Low E:ENERGY SHIELD MAX Argon Gas:NONE Privacy Glass:NONE -NONE Grid Type:GBGF0563 -9/16"Flat GridBETWEEN Grid Style:U.COL.LITES Grid Location:UNIT Summary Top:1A213 LITES(OV1 H BARS) ~ - Summary Bottom:1A2D LITES(0V1H BARS) Reinf.Upgrade:NONE -None Screen Type:1816K -1816 Charcoal Screen Frame Type:ROLLFORM Vent Latch:N WOCD:N Lock Type:SWEEP -Sweep Latch Upgrade Hardware Finish:N E Comfort Lift:Y Lift Rail:N Lock Quantity:2.0000 Anchor Group:A.SH5500 Boxing Options:N -None Acc Glass Breakage:N Decralite:N Vent Ht:30.1430 CAR#:17-0630.05 PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000 PANumber.FL-239 EnergyStar:1.0000 CondensationResistance:55.0000 f UF:0.3200 SolarHeatGainCoeff:0.1900 VT:0.4300 VTCOG:0.6300 Location: `y �� ~Notes: Products Ordered Total Quantity, SH5500 2 www.pgtclearquote.com/Poet/Reports/ExoReportViewer.aspx?p=dmVyby5gZWZmLC01 ODM3NjMxLDM2NDcxNCwxLDEsMTMzOTUsMSxQR1 RfQ3... 1/1 9113/2019 www.pgtclearquote.com/Poet/Reports/ExoReportViewer.aspx?p=dmVyby5gZWZmLC01ODM3NjMxLDM2NDcxNCwxLDEsMTMzOTUsM... of 1 � j Find Next lJ r a ,, --—— — --- -j [Last Modified Date:08/15/2019 14:46:15 Cir M, VE"r\ GLA551 i€ �n Job Name:Bell ;� & MIO ---- Job Address: 772-567-3123 Quote# 5837631 www.VeroGlass.com 1669 Old Dixie Highway Vero Beach,FL 32960 i NFRC Sales Person:Jeff Lebellarte Customer Account# Phone# Fax# Line# Item Description Quantity Line Pricing 1101 SH5500 VINYL SINGLE HUNG 5500 Ordered: Sell Price Ext Price 1(1.00) 2.00 Certification Type:MIAMI NOA Selection:17-0630.05 Frame Type:.625FLANGE Vent Configuration:EQUAL T Window Style:STD Size Selection:CUSTOM Size Ref:ACTUAL Width:36.0000 I Height:61.0000 Actual Size:36 X 61 Rough Masonry:37 3/4 X 62 Wood Frame Opening:36 1/4 X 61 1/4 Egress Opening:313/4 X 25 7/8(5.6984 SQFT) Frame Color.B -Bronze T;- Balance Type:CONSTANT Glass Family:LI -Laminated Insulating Interlayer Type:PVB090 Glass Makeup:LIA207AA5 o Glass:7/8"LIG(1/8 AN-7/16 AIR-5/16 AN/AN Does unit need to meet Turtle Code:NO ". Glass Color:CL -CLEAR Low E:ENERGY SHIELD MAX Argon Gas:NONE Privacy Glass:NONE -NONE 1 Grid Type:GBGF0563 -9/16"Flat GridBETWEEN Grid Style:U.COL.LITES '` Grid Location:UNIT Summa To 1A2D LITES OV1H BARS y Summary P� ( ) Summary Bottom:1A2D LITES(OV1H BARS) Reinf.Upgrade:NONE -None I Screen Type:1816K -1816 Charcoal Screen Frame Type:ROLLFORM I Vent Latch:N WOCD:N Lock Type:SWEEP -Sweep Latch Upgrade Hardware Finish:N Comfort Lift:Y Lift Rail:N Lock Quantity:2.0000 Anchor Group:A.SH5500 Boxing Options:N -None Acc Glass Breakage:N Decralite:N Vent Ht:30.1430 + CARM 17-0630.05 PositiveDesignPressure:50.0000 NegativeDesignPressure:50.0000 PANumber.FL-239 EnergyStar:1.0000 CondensationResistance:55.0000 UF:0.3200 SolarHeatGainCoeff:0.1900 L VT:0.4300 VTCOG:0.6300 ^� Location: -�— Products Ordered Total Quantity, SH5500 2 www.pgtclearquote.com/Poet/Reports/ExoReportViewer.aspx?p=dmVyby5gZWZmLC01 ODM3NjMxLDM2N DcxNCwxLDEsMTMzOTUsMSxQR1 RfQ3... 1/1