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HomeMy WebLinkAboutProduct Approval f f M IAM 1. ADE MIAMI-RADE COUNTY i 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.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,-the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"SH-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 Mto�rltnADecourvTY Expiration Date: July 30,2020 / Approval Date: November 30,2017 f 1/2 /20/0 Page 1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. AM-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®NXT D1 spacer system and XL Edgelm 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. 1 6-0714.03) 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.,TestReport 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 NDA No. .15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 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. 1 S- 9.05 Manuel Ve'rezj P.E. Product ControCEg finer NOA No.17-0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(coN�rm-uED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(cowpiuED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®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 09/15/16, 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 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 51h 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 andiring on 07/30/20. Man ere P.E. Product Con rol E miner NOA N0. -0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 ANCHORAGE /~ ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 8.118'MAX.O.C. \ 21.5/8'54' UCK W TH MAX.O.C. FOR ARCH-TOP VARIES PER REINFORCEMENT LARGE 8 SMALL MISSILE RADIUS-TOP 12"MAX.FROM HEADER(SIM.FOR ALL LEVEL,SEE SHEETS 6.7 IMPACT RESISTANT HEADER(SIM. FRAME SEAM —� 3 _ — 12"M / WINDOW TYPES) FOR ALL B,SEE WINDOW TYPES) SHEET3 52-1/8'MAX.BUCK WIDTH 10"MAX.FROM �JII SEE SHEETS 1-1/4' �,_._ 30'MAX.O.C. I SHEET 3 A,SEE ,FI D VISI LE 12 / FRAME SEAM D,SEE I 8&9 SHE 3 --I� 12"MAX' GHT WID H SHEET4 iii--- A. EE�' 12'MAX. \ SHEET 3 —�30'MAX.O.C.- + 12°MAX. C.SEE SH 3i Y , SHEET4i + QUALLY VIS D �— A.SEE r--'- 17418' --' / SPACED / LIG 17-7/8'MAX. .C. SHEET3t 17ALLY -718'MAX.O.C. E ACED AN C ORS PER i - �— EQUALLY r PACED �— T LES 9.11 H T 81.78' SPACED} 0 / 17.7/8'MAX.O.C. ANCH RS PER )` CHORS PER 62' Q BUCK Tae 9-11 0 I / i BMAX. TABLES 9-11 — • HEI HT MAX. HEIGHT —� 10'MAX.O.C. BUCK AS SHOWN X ^ 10°MAX.O.C. EIGHT X 1 MAX.O.C. X I /� HEIGHT x Q (991.778' lJ- 13-314'MAX.O.C. I / EOU Y / — 1�MAX.0, EQUALLY \ / SASH 13.3/4' .O.C. EQUALLY _.—_/ ___ I 7J._—._._. •.l SPA I *-,-, �— SPACED / VISIB SPACED —� SEE j It ANCHORSP ANCHORSPER LIG ANCHORS PER 1j i SHEETS JJJ TABLES&1 / TABLES 9.11 ( / H HT TABLES 9-11 / I 8&9 / •C A A A 6-12"MAX. 112'MAX. 6-1f2•MAX NOANCHORSATSILL JNO ANCH SAT SILL __ NO ANCHORS AT SILL Dr-- 1-0/4" B —' BEE LL WEEP- B�- SAS VISIBLE SEE SILL EP- B SEE SILL WEEP- SEE SILL WEEP- 64"MAX.BUCK WIDTH -�-f N CH DETAILS, NOTCH A95, 54°MAX.BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS. EET3 LI TWID HEC SHEET3 SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FORTY FRAME ELEVATION FO E SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75"HEIGHT SEE TABLES 4.11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 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.................................................1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. ELEVATIONS......................................................... 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, FRAME,GLASS&ANCHOR OPTIONS.................2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE&EQUAL LEGBOX.....3 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X 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.1X AND 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...........................................B-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 ANCHOR QUANTITIES............. -.. 8-10 EXTRUSION PROFILES.. ..................................11 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. . 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. T ASSEMBLY&PARTS LIST...................................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 El 300. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2014 FLORIDA BUILDING CODE(FBC),STH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN -ASTM E130D-09 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 •ANSVAF&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 REVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •AI$I 5100-12 t6 eomWflng withdw Fla 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER •AISC 360.10 Building Cade SHADES OF CAP COATED PVC EXTRUSION NON$:NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.ANSVAF&PA NDS&ALUMINUM I AL Accepiaua at 11-7-00p.05 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. �� /, ReWaloe: 'ra' Data Y L...... /,,�� UPDATED TO FBC 2017.-JR- ey USER INSTRUCTIONS: �10ENSF•. Mnuni ado Pradutt 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 06/06/17 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. *; NO.58705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN = ,:* ® DeacrtPBon: Orono By: PRESSURE FROM TABLES 4.8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW •9: ' '�3 I .'�` 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. ^A 6 r ((/ 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR O S TE N.VENICE,FL 34278a. YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEETSETARE MET. ����1`•'•,F(ORIOP \� � (941}480.1000 n0e' 05/15/15 AL 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. i�SS� •NG`� coPf11lt9iTcaof7 SINGLE HUNG WINDOW INSTALLATION-LM 05 Sarfe91110def. Seale: Sheep DmWp No. Rer. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, ///f 11 1 111RESERVED SH-5500 NTS 1 OF 13 MD-SH5500-01 B INTEGRAL FIN OR EQUAL LEGBOX). A.LYNN MILIL IR,P.E. P.E.p 58705 CERT.OF AUTH.9'29298 TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Description(Listed from Exterior to Interior) Design PressureFrame Option Contigs. Shapes Installation Options that may be used Type Table# Sheet# (see Fig B) (see Table 1) (see Fig A) (see Fig C) 5 718"Laminated I.O.:1/8`A Exterior Cap+7/16•Air Space+5/16"Laminated;(2)Liles of 1/8'A Glass wtth.090•PVB Intedayer 4,5 6 6 7/8'Laminated I.G.:1/8"T Exterior Cap+7/16'Air Space+5/16•Laminated;(2)Utes of 1/8"A Glass with.090'PVB Intedayer 4,6 6 ....into Co Wood CMU-Framesheet 3,, -sheet 3,option 1 Equal-Uta, Squere/Rect., 7 7/9'Laminated I.G.:3116'A Exterior Ca +3/8"Air Space+5116"Laminated; Utes of 1/8"A Glass with.090'PVB Intedayer 6 6 FlangThrough the frame....Into gh IX e/CMU-sheet 3,option 2 Cap pe (2) Y 5-16 Oriel/ProNew Arch-Top �thewindow:-:. 8 7/6"Laminated I.O.:3116'T Extedor Cap+318•Air Space+5/16•Laminated;(2)Utes of 1/8'A Glass with.090°PVB Intedayer 4,6 6 (#2)e 8 Cottage Radius Top ....through 1X B heel 3. into Concrete/CMU-sheet 3,option 3 9 71W Laminated I.O.:1/8"A Exterior Cap+7116'Air Space+5116°Laminated;(2)Utas of 1/8"H Glass with.090"SG Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 71W Laminated I.G.:1/8"T Exterior Cep+7/16"Air Space+5/18°Laminated;(2)Lites of 1/8"H Glass with.090'SG Intedayer 7 1 7 ....into 2X Wood Frame/Suckstdp-sheet 3,option 1 Box/ Equal-Life, SquarelRect., ,,,,into Concrele/CMU-sheet 3, ion 2 11 7/81 Laminated I.G.:3/18•A Extedor Cap+3/8"Air Space+5/16"Laminated;(2)Utes of 1/8"H Glass with.090'SG Intedayer 7 7 Equal-Leg 5-16 Odel/ProNew Arch-Top 6 Through w the frame opt 12 7/8'Laminated I.O.:3/16'T Extedor Cap+3/8"Air Space+5116'Laminated;(2)Utes of 118"H Glass with.090•SG Intedayer 7 7 (#4) &Cottage Radius-Top of the window...... ,,.,through IX Buckstrip into Concrete/CMU-sheet 3,option 3 13 718'Laminated I.O.:if8"A Exterior Cap+5116•Air Space+7/16•Laminated;(2)Lites of 3116`A pass with.090°SG Intedayer 8 7 ....Into Metal-sheet 3,option 4 14 7/8'laminated I.G.:1/9"T Exterior Cep+511W Air Space+7/11Y Laminated;(2)Lkes of 3/16'A Glass with.090'SG Intedayer 6 7 Through the ....Into 2X Wood Frame/Buckstrip-sheet 4,option 5 15 718'Laminated I.G.:3116'A Extedor Cap+114"Air Space+7/16°Laminated;(2)Utes of 3/16"A Glass with.090'SG Intedayer 7 7 J•Channel Equal-Uta, Square/Itect.,integral 5n...... „•,Into Metal-sheet 4,option 7 5-8 OrieUProoiew ArcMTop 8 16 7/8°Laminated I.G.:3116•TExtedor Cap+1/4"Air Space+7/16"Laminated;(2)Utes of 3118"A Glass with.090'SG Intedayer 7 7 (01) 8 Cottage Redux Tap Through the frame •••,into 2X Wood Frame/Buckstdp-sheet 4,option 6 of the window...... ,...Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,9,11,13 Through the ....Into 2X Wood Freme/Buckstdp-sheet 4,option 5 &15 MAY NOT BE USED IN Equal-Ute, Square/Reet.,Integral fin Into Metal-sheet 4,option 7 Group Anchor substrata MI^•Edge Min. Integral Fln Distance EmbecimenN THE HVHz ABOVE 3D'. (#3) 5-8 O&Cottage Arch-Topp Through the frame Into 2X Wood Frame/Bucksldp-sheet 4,option 6 8 Cottage Radius Top T.Southern Pine r070.55) 7116" 13/8' of the wlrtdow...... ,,,,Into Metal-sheat 4,option 8 #, SMS Steel.A36* 3/8" 0.050° "MIN. DS 3 (steel, S.S. Steel Stud,A653 Gr.33• 3181 0.0451°(18 Ga.) Or 4100 S.S.S.) THREADBEYOND THE FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES •A•=ANNEALED A Aluminum,6063-T5' 3/8' 0.050° METAL H"=HEAT STRENGTHENED P.T.Southern Pine(SG--0.55) 7/16' 1-3/8" SUBSTRATE. / O O 'r=TEMPERED 3/16"steel Ultracon Concrete(min.2.85 ksl) 1" 13/8° "UNGROUTED BY KURARAYTAMERICA,INC. Ungrouted CMU,(ASTM C 90) 2-112` 1-1/4" CMU'VALUES P.T.Southern Pine(SG=0.55) 9118° 1318 MAY BE USED - '8G'=.090'SENTRYGLASO #12 SMS Steel,A36• 318° 0.050° FOR GROUTED J-CHANNEL INTEGRAL FIN INTERLAYER BY KURARAY (steel,1S$S.S. CMU AMERICA,INC. or410 S.S.) Steel Stud,A663 Gr.33' 3/8' 0.0451`(18 Ga.) APPLICATIONS. Offn O B Aluminum,6063-T5' 3/8° 0.063• EQUAL-LITE ORIEL COTTAGEla I 1/4°steel Ultrecon P.T.Southem Pine(SG=0.55) 1" 13/8" 1f4°steel CreteflexWConnP.T. Southern Pipe(SG=0.65) 1° 13/8' FIGURE C:FRAME SHAPES 1/4'steel Aggro Gatom Pine(SG 0.55) 1° 1 3/8' i BUCK WIDTH BUCK WIDTH�-��BUCK WIDTH- FLANGE BOX OR EOUAL-LEG (min.2.85 ksi) 1° 13/4°1/4'steel Ultracon / / T { /CCMU,(ASTM G90) 2-112" 1-1/4' T114"steel Creteflex (min.3.35 ksi) 1' / / / Material Min.Fy Min.Fa Fx Steel Screw 92 ksi 120 kel 1/4"steel Ultrecon (min.2.65 ksi) 2-1/2° 1314' ru ur w wx x x = 18.8 Screw 60 kal 95 ksl e(min.3.35 ksi) 2-1/2" 13/4" x x _ G cs 410 Screw 90 kai 110 kai 1/4'steel Creteflex `�w D Ungrouted CMU,(ASTM G90) 2-112° 1-114' Co to m Co w m x Edo Aggre-Gator® 57 kai 96 ksi 1/4"steel Aggregator Concrete min.3.275 kai 1-1/2° i--Re` 1 1 1 1 Elco UltraCorr® 165 ksi 177 kel Grouted CMU,(ASTM G90) 2' 2° 1 1 1 1 410 BS Elco CreteFlez® 127.4 ksi 189.7 kel RECTANGULAR RADIUS-TOP ARCH-TOP 6063.75 Aluminum 1 16 kai 22 ksl WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED A36 Steel 1 35 ksi 58 kai PRODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES Gr.33 Steel Stud 1 33 kai 1 45ksij as complying with the Florida Min.Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHE 610. Suildhig Cod' ) Group Anchor substrate Distance Embedment A—PranceNo xpi n Dare E 2-1/2"x.tat"common Nail P.T.Southam Pine(SG=.65) 3/6• 2.7/16' LYN� 41pNc Nsf �'i.�� R�ANCHORS RE-GROUPED. M s Dade Product 2-1/2'Ring shank Roofing Nail P.T.Southern Pine(SG=.55) 316" 2-7116" P.T.Southern Pine(SG-.55) v2" 1.3/8" �� -JR-06/06/17 #10 Trusshead SMS Aluminum,6063-15 3/8' 0.050° _*: No.58705 (steel,18.8 S.S, steel Stud,Gr.33" 318" 0.0451°(18 Ga.) - = Des-011— Drs—ey' or410 S.S.) _ F Steel,AW 316• 0,060• �-°� (, � � 107OTECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI MIN.OF 3 p N.VENICE,FL 34275 P.T.Southem Pine(SG=.55) 9/1(r 13/8" THREADS �.n'• O �� Dutc #12 SMS i IORIOP.•'' \�� (941}4801800 71tie: Alrmllnum,W63-75• 3/8° 0.063" BEYOND THE ',,c�`S,S•F•-. �G\�. SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,16 9 S.S. steel stud,Gr.33' 3/8" 0.050" SUBSTRATE. /1;D/IN�tA�11'1'.11���`� PDrik�"ws n w0 S„re,�M,dd; sero: ansae D,mrm9 Na rtv Of 410 S.S.) A.LVNNT7ILLER P.E. ALLWOSII9 LVED Steel,A361 31e" D.oSo^ SH-5500 NTS 2 OF 13 MD-SH5500-01 B P.E. ILUN CERT.OF AUTH.#29288 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX F MES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION 1 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX _ DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DISTANCE `i SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH ` EMBEDMENT FRAME R BUB WOOD 1/4'MAX SHIM 16 1/4'MAX SHIM FRAME OR BUCKSTRIP. T SEE NOTE 2,THIS SHEET. d EMBEDMENT T SASH VISIBLE 17 . EDGE EDGE '. " (��j� 18 LIGHT WIDTH ❑ DISTANCE /FLANGE FRAME DISTANCE a —� SHOWN 44 BALANCE TYPE VARIES - TYP.ANCHOR ❑ 114'MAX TYP�NCHOR TYPE, 42 WITH SASH o TYPE, SHIM WEIGHT 54 EMBEDMENT - �a EM EDMENT AND . 2 TYP.ANCHORTYPE, EDGE Q 30 AND EDGE EMBEDMENT AND EDGE (STANCE PER R 31 DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, D EDGE SUBSTRATE, 0 18 SEE TABLE 2,SHEET 2. SEE TAB E 2,SHEET 2. ,. o EXTERIOR87 I ,al I DISTANCE SEE SH ELE 2, •� FOXED VISIBLE I^v\ IILII7 FIXED TZ 10 20 OPT.SASH TOP FLANGE LIGHT WIDTH EQUAL VISIBLE LIFT RAIL FRAME I 2 _ILEGBOX LIGHTNOTES: SHOWN BUCK WIDTH FRAME HEIGHT I FOR ALL WINDOWS: SHOWN 1 ANCHOR @3.55 HORIZONTAL SECTION A-A �— 49 48 21 FROM END AND AT 1)USE ONLY SUBSTRATE APPROPRIATE CENTER. 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 36'WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD, 72 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. SCREWS @16.318' INSTALLATION OPTION SHOWN MAY 14 45 46 47 FROM END. BE USED ON ANY SIDE OF THE O 35 WINDOW. I FOR WINDOWS W•H 1/4'MAX• Q BOTTOM LOCKS: SHIM #10 OR#12 STEEL 1/4'MAX. BU6K 50 O 16 ADD ADDITIO 2)MASONRY ANCHORS MAYBE SELF-DRILLING SHIM HEIGHT SCREWS @ 8- USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 FROM END. SHEET 2.ALL WOOD BUCKS LESS ❑ TABLE 2, D❑L� 30 THAN 1-12'THICK ARE TO BE SHEET 2, SASH CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 86 16 DEPICTED AS 2X ARE 1.1/2'THICK OPT USE EITHER OR GREATER,1X AND 2X BUCKS gm 65 LATCH OR (WHEN USED)SHALL BE DESIGNED L� (2)1' 81 31 30 64 BOTTOM L CK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL Q. TESTED INTEIT THE STRUCTURE.WOOD BUCK FRAME LEG/BOX RIOR FROM S U H END. RESPON 8 LOCATIO :6-518" DESIGN AND INSTALLATION OF THE NG(ER SOWN FRAME �JD� SHOWN CJD N TCHES AT CH END. BO OR ARCHITECT OF RECORD. EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION fl INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 v OPTION 4 PRODUCT Is&VI5® 67 OPENING)IS MEASURED FROM complywg with Orz Flas4a ANC MAX SHIM BEADING TO BEADING. HORED THROUGH ANCHORED THROUGH Building Code FRAME INTO METAL FRAME INTO METAL Aacpt=m No EQU -LEGBOX r r�1❑ 11111111111 Ex i.1, Dole O f SHOWN L.� o N ..N ,�� Revlslon. .... .2T X 1.25' NOANCHO S OCEN3F'•��( i tdiem Dadc product oWEEPHOLE ,x W/COVER@ REQUIR IN VISIBLE LIGHT FORMULAS No.56705 ' 3 FLA OR •1 �, EACH FROM E AL-LEO WIDTH _— .�a,/ EACH END. E SILLS @SASH:BUCK WIDTH-6.12' 7-� Deffptlon' 0mwn @ FIXED LITE:BUCK WIDTH-4.3/8' =� !. 0,� 1070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI !, �O,n'• S OF !V; N.VENICE,FL 34276 HEIGHT(EQUAL-LITE) (�•-'•.;CLORIDP••'•\2� B4'I}4B0.1600 fie' Date. VER SECT( -B BUCK HEIGHT2-3.15/16• '�.,SSjONA4�NG�.` ( f YfifktTO3017 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 1j/lIf 11111\111 POT MUSMEB,W. Selim/AAodeh Seale: Shoo" Orawfng No. Rev: A.LYNN MILLER,P.E. wlM RESERVEDSH-5500NTS 3 O 13 MD-S5600-01 B' P.E.#58705 CERT.OF AUTH.028288 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR ).�- EDGE DISTANCE ANCHORED THROUGH INTEGRAL I+- EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR O114"MAX SHIM 114'MAX SHIM 1 BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, SASH VISIBLE 17 J-CHANNEL EMBEDMENT AND EDGE 18 LIGHT WIDTH O FRAME DISTANCE PER SUBSTRATE. (U'1 SHOWN Q SEE TABLE 2,SHEET 2. - -- -- (SCREW SHOWN) 44 BALANCE a EMBEDMENT o TYPE VARIES T1/4'MAX SHIM 42 WITH SASH 1 �a DISTANCE TANDEEDGESUBSTRE, DITYP.ANCHOR TYPE. STANCE PE Qn�a WEIGHT54 30 31 0 Neal SEE TABLE 3,SHEET 2. CJD o EXTERIORTPP.ANCHOR TYPE, NTEGRAL 18 (NAIL SHOWN) 87 l.�v\ EMBEDMENT AND EDGE f 10, I O FIXED VISIBLE 3 FIN DISTANCE PER SUBSTRATE, FIXED 19 20 OPT.SASH TOP LIGHT WIDTH FRAME SEE TABLE N SHEET 2. J-CHANNEL SHOWN (NAIL SHOWN) VISIBLE LIFT RAIL FRAME 1 HEIGHT i FOR ALL WINDOWS: NOTES: SHOWN BUCK WIDTH 1 1 ANCHOR @ 3.55" 49 48 FROMENDANDAT 1)USE SUBSTRATE-APPROPRIATE PPROPRIATE HORIZONTAL SECTION C-C 21 CENTER. 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT 1/4'MAX DADE APPROVED MULLION.FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 O 0 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 @16.318" INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK ° BOTTOM LOCKS: #10 OR#12 STEEL 114"MAX HEIGHT 50 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM SCREWS @ B-3I8• USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 T FROM END. SHEET.2.ALL WOOD BUCKS LESS El TABLES 2&3, D� 30 THAN 1.1/2"THICK ARE TO BE SHEET 2. 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 18 DEPICTED AS 2X ARE 1.1/2"THICK OR BOTTOM 86 OPT. LOCK(SHEET 3). WHEN USED)SHALL BE DESIGNED 65 TESTED UNIT (OR GREATER.1X AND 2X BUCKS FIN ANO/OR (2)7' 81 30 83 TO PROPERLY TRANSFER LOADS FLANGE REMOVED INTERIOR 31 LOCATION:85/8" TO THE STRUCTURE.WOOD BUCK WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD IJnII N EACH END.SAT 80 RESPONSIBILITY NO ANCHORS OR ARCHITECT OP RECORD.F THE GINEER FRAME OWN CJ REQUIRED IN FRAME EXTERIOR INSTALLATION 7 n SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION IILJII THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 PRODUCT REVISED OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL as complying with the FIxfft 1/4•MAX ANCHORED THROUGH Build' C^ i INTEGRAL FIN BEADING TO BEADING. 11 11111 INTEGRAL FIN INTO METAL ( mg de �O�Q SHIM ` X111 ///� RevWw: INTEGRAL FIN/FLANGE REMOVED) E.-imtio.Date/7 FRAME SHOWN 2T X 1.25'WEEPHOLE ` •�ICENSF �C/��� BY 38 FROM EAC®END. �� ACmini ode Product VISIBLE LIGHT FORMULAS =* No.58705 TYP.ANCHOR.TYPE, EDGE DISTANCE yy,ph{ - EMBEDMENT AND EDGE --0 ^W. DISTANCE PER SUBSTRATE, _� @SASH:BUCK WIDTH-6.1/2' ; 6 I Deser(ptlon: SEE TABLE 3,SHEET 2. EMBEDMENT @FIXED LITE:BUCK WIDTH-4-3/6' %O•., STATE '.[(/� 1070 TECHNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) ''n �[/` N.VENICE,FL 34275 HEIGT(EQUAL-LITE) 'i�l�s''•F.�ORIDP.•' `�``� (941)480-1800 Title: Date: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT12-3-15116• NAI ENG` ozol. SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN //11111111111` Pales ueiaEe•wo• Seriao/Model: Seob: tr Dt w7ng No. Rev. INT02X WOOD FRAME OR BUCK- A.LYNN MILLER,P.E. iLLLR10X781� ° SH-5500 NTS 4 OF 13 MD-SH5500-01 B STRIP.SEE NOTE 2,THIS SHEET. P.E.#58705 CERT,OF RUTH.#28295 —►{ 718"NOM. 7/8'NOM. �— 718'N M. 718"N M. 718"NOM. 5/16"A/A PVB 5/16"AIA PVB 5/16"A/A PVB I 5116"A/A PVB 5/16"H/H SG 7/16"AIR SPACE 7116"AIR SPACE--\ 3/8"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE--\ 1/8"A GLASS--\ 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 1/8"A GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 78-79 78-79 78.78 78-70 78-70 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 -+{ 718'NO718'N -+{ 7/8"N 7/8"NO7/8'NOM. 5116"H1H SG I 5/16"H/H SG I 5/16"H/H SG I 7/16"A/A SG 7/16"A/ASG- --N /16"A/A SG 7116"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5116"AIR SPACE 1/8"T GLASS--\ 3116"A GLASS 3/16"T GLASS 1/8"A GLASS 1/8"T GLASS a EXTERIOR a EXTERIOR III, a EXTERIOR a EXTERIOR a EXTERIOR 78-79 78.78 76-79 76-70 78-78 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 --�{ 718"NOM. 718'NOM. vl- 7/16"AIA SG I 7/16"A/A SG 12"NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIR SPACE 1/4"AIR SPACE 76.79 BITE Tw. '16 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS WITH J-CHANNEL OR 7P 74 �INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR ' GLASS TYPES 5,7,9,11,13 7&70 78-78 31 8 15 MAY NOT BE USED IN EXTERIOR 75 THE HVHZ ABOVE 30'. PRODUCT REVISED GLASS TYPE 15 GLASS TYPE 16 sa pl n'"ththe6lorma 0111111 Acccpt" 38 30 irahon � Y LY •� aeWafon: R• .(� h1i i ada Product *: No.58705 =_ • '". ,. GLAZING NOTES: = A"=ANNEALED -'p *- ® Dwerfption: Drawn By. TYP.GLAZING DETAIL "H'=HEAT STRENGTHENED =� �2 1� �` IMTECHNOLOGYDRNE GLAZING DETAILS J ROSOWSKI "T"=TEMPERED ® iO�'., SITE OF '••40� N.VENICE,FL 34275 'PVB"=.090'TROSIFOL PVB BY KURARAY AMERICA,INC. '•.FI ORIDP,.•'• 2�� (841)-0BD•1600 TIUe: Dote: "sG"=.090 SENTRYGLAS®BYKURARAYAMERICA,INc. '' s z N 9Mo�a,7 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ��/iS ANAL E G�� pvgt FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. ///11111111111 ALLy p Sedoo/Modah. Scab: Sheet• praw7ng No. Rov: A.LYNN MILLER,PESH-5500 NTS 5 OF 13 MD-S5500-01 B REA 68705 CERT.OF AUTH.X28286 TABLE 5: TABLE 6: TABLE 4: ams Type Bad seah a 1110 Type. Design Pressure,bsffe s 11x&1111 Lran�on s.shtlelfn Design Pressure,IbslR alnlryr Design Pressure,Ibtlllt7 6,47&8 7LInL e•v.l Radae Md. Reno.M) vxndwr Burk 14Wha 6,7 5 -/-50.0 pel FkVdB u to OB I S7'I75 *65.01-70.0 paint.L-1 79.5 EOu.Wu 11.384 +85.0 -10.0 +15.0 •10.0 put L Ve M Fa ell wind-A .h sbe4 Standard Wage 14.517.15.670 4050 -70.0 46.0 •70.0 R2 Far DS Wlldar and.uh shies 28 Eq.Wt. 11.663.14510 +650 -70.0 465D .70.0 SEE TABLE 9,SHEET FOR Standard Phlox 11.377.11M +1110 •7aD 4Wo .70.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Tallest 2158.2525 +65.0 -rao 40.0 -70.0 ANCHOR GROUP AND QUANTITY. standard cartwo 7&58.23.516 4050 -70.0 465D .rao 57.375 E4uWlm 1758.701.157 H15,11 .70.0 465.0 •70.0 slvtlrd Pm4ox 10.517.17515 +650 -70.0 466.0 -70.0 0 o Shanesl I 11.377.14.510 4010 -70.0 485.0 •70.0 TOW 9.553-31811 465.0 •m0 46&1 -70.0 mtam BOe 2&517.9.587 405.11 -70.0 4651) •70.0 Sladsd Ccano 21517.21516 HMO •m0 485.0 -70.0 Q IJ a HEADER EQuttc u21.517-23516 4510 -70+0 HSA .70.0 HEADER SgMmd Pm ee 17.617-20516 HMO -70.0 +BSD -Too 23 Oust-Mae 14.517-17418 46&0 -70.0 460 •70.0 23 Slmfl.st 11.377.14515 +ei0 -rao 46&0 •70.0 I� 7arlea1 31.56.61)11 4850 "ad 46.0 -70.0 o standard Calapo 78.517.315M .BSA •70.0 465D •70.0 a E4iWM 20.617.71)515 +BSO -70.0 4MA •70.0 O MEETING RAIL 45 sr•ndard Pae(m 17.617.20.518 H50 •rao +osA 400 e 0 O MEETING RAIL Datam BCa 14.517.17.518 +6&0 - .0 +05.0 -710 26 0 Datan sten 12617-14.616 +MO •ra0 +05.0 •70.0 27 a E Shortest 11.97-12515 .65.0 .70.0 +651) -%0 E)RERpR Tallest 33.200-37.535 485.0 .70.0 465A -70.0 G O O standard Calfals 7&617.3320 +lit .Tao 1511 •70.0 0 O 0 23 EpusNim 23.517-?8418 no .70.0 +w1) -70.0 P3 JAMB 40.026 msrnske 20517.21516 His -Mo "&a •"..8 JAMB standard Ace- 17.617-20.515 +6&0 •7 .BSO .70.0EXTERIORm EXTERIOR SASH Dam 61x5 14-517-17.510 -85.0 -70.0 .70.0o +65.0 .70.0 SASH o (� HEIGHT \r' HEIGHT Damm Sh. 12617-u51e +510 -7aO +w.0 .70.0 `r swdesl 11.377.1251d +650 .m0 Hso •70.0 Tdbu 3&617.41&44 +6&0 -m0 .651) .70.0 Standard College 31.517.38516 463.0 -m0 m+MA - 0 O 23 O Eq.MW 2&617.31510 +65.0 -Too .0.0 -70.0 23 standad Pr•Lx 71617.78.518 +OSO -70.0 *No •70.0 SILL O 62 Data.Ste. 21617.21515 +65.0 -70.0 -65.0 -Too SILL D Datum 1 17.517-70415 "&aO -Ta 91x .BSO •70.0 Dat4nh 645 04617.15.416 Hit -70.0 +45.0 68.1 mt-61te /1017.11516 +610 -70.0 465A 67A SMnml 11.64.11015 1 4850 •70.0 46&0 68S Urn- Tallest 31.517.41844 H50 -70.0 461.0 •10.0 c Datum S+xe 38.517.31.615 43..0 .70.0 4wo .70.0 EOInNIm 35.517.35.615 405.0 •70.0 +e.0 -MD 75 Datum els• 32517.35.510 +85.0 .m0 +w.0 •7a0 SECTION DETAIL FOR WINDOWS WITH stanaard 0416 21.61742416 4610 •70.0 .3..0 -rao SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 Daamsue 2eb17.21.510 4651) •70.0 +650 67.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE 91mmt 25.61548510 185.0 -rao +6&o 4116 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Epd-0te 1 30.617.41.50 +05.0 -rao 455.0 •71xO APPLY TO ALL FRAME TYPES& CONFIGURATIONS) ea man six• I 35S17.36b10 +ei0 •711.0 .w1) 67.3 CONFIGURATIONS) PRODUCT REVISED Standard PW- 31516.15410 +e.0 -m3. 68 o + 0 6 11.75 Ttlu1 --41.m .e.0 -70.0 .3.0 681 m wmPlying with the Florid; SEE TABLE 10,SHEET 9 FOR ANCH OUP AND QUANTITY. Dhriidittg Codc C, '+MIN.SASH HEIGHT=WIND W b IbM7 50.136 Acaplano0 , �pid..._ r DetC %LlU a't,.•'t,IGEN,pF•.�/_ � Mira» ede xt ?*: No.68705 NOTES: 1 Drawn By: 1070 TECHNOLOGYDR97E DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. Ct.C''-, ST TE O �(/ N.VENICE,FL 31276 �/i C�` '••:t,CORIDP,.•• \�\� True: Dote: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. /SSS,/ GNG (941}180.1800 SINGLE HUNG WINDOW INSTALLATION-LM 05/15%15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ONAI I t`�5�`\\ CD o2M7 H-5500 N ON THE TABLE. A.LYNN MILLER P.E. &L RlOfMRESE WW Se�esS 'NTS 6 7OF 13 Dx11ar61p Md.MD-SH5500-01 Rar. REa58705 CERT.OFAURH.029M SH- B TASUE 7: TABLES: 01-1spe swusbasehDeel9 nPrc4Bure,IkeMo 64®Type 9oombsuft 612,16410 CeaedpOmfo.9ho1 SmhH019M 13414 DwOlotkm nfOlOt 0a0h Het9d Del bnPfa66unIk9N<x Re#ettewi Rangvottw,dmr Rm71e07 YY4dav1#sk WM6am r91.LLlwei -NNOWitdow R.0 M WlpAvw a1CkWe1h Doi 3 K44t6hmm uptD40 4B 51126 1 3 HdOM sham 18 1 24 1 22 1 30 1 40 48 &2120 56 23.6 E*wo. 11394 .7"•1 Imo +70M.11mo .70,01-110.01no.110.4 235 Egtla+6a ,L3Ba .760-1700 .70,6-110.0 7D,p-5/0.0 •70.0 x70.0 +ro.0-1140 .70.0-1166 •ro.D 4701.0 770.6-titr,0 BtaMad 766800 14617-YS.ero 470.01.110.01+70.0•110.0 7100•710.0+70.0-110.0 9mdam Cade90 14.817.16.870 •70,0-110.0 •ro*41mo Tap•710.0 •70.0-770,(1 +700-110.01+70.01-110.0 -70.01.110.01.70.01470.0 28 F-gJId-IEe 17.683.74.578 «70.0-110.0 +70,0•110.0 .70.0•110,0 170.0•710.0 28 Ep"t 11.583-74.518 TO.D-170.0 -70.01-110.01.7a0•110.0 70.0-1760 70.0-110.0 7160-170.9 470.0•116,0 •70.0-110.0 Sbudmd PW- 11,977-x,502 +70.0-limo 4700.lima 760 4faa +7Qa.110.0 atanOaMPitdew 11.317-11.682 -70.01-IM0 70.0-lima •710-110.0 .70.0•110.0 +70.0-110.0 •70.0-810.0 70.0-10.0 700 Alm0 T417mt 29617.25.288 +70.0 410D +70.0 .110.0 .760•77ao +70.0•170.0 Tw1ut 23.517.25285 +70.0-110.0+70,0-1100 +70.0-110.0 -70.01-110.0 +70.D-110,0 70.0 Alms -70.01-110.81•70.0 -110.0 � HEADER Stmdmtl Csaope 20.188.21518 +ram•ft0.0 +10.0.7160 1746-010.0 +Tam 410.0 91610810 CoSapa 20.958.23.518 -70,01418.0 16.0-170.0+70.0.110.0 .70.0•110.0 +740-1110 70.0 410.4-7D.01-1001•700-170.0 37.375 Equal-0le 17.617.20.067 +70.0•110.0 +70.0•710.0 +70.0.1lao +70.0•100.0 37.375 e0uWFO 17.517.20.957 +70.01-110.0 •70.0-110.0 .70.0•110.0 706•110.0 •70.0-110.0 .70.0-170.0 70.0•170.0 •70.0 •108.0 25 $tashod Prwtlw 14577-/7.566 +ra0-1100 .70.0•11&0 70.0•nao 700-170.0 $tendmdPto48w 14.517.1751$ .70.0-710.6 .710.110.0 +760 0140 .70.0-110.0+70.0-110.0 .70,0-1110 -70.014104 -XIII-110A 6krtesl 11.377.14.610 +TOA.1100 +70.0•710.0 70.0•107,0 «760.703.0 $hoaori 11.377.11.610 *70.0•710.0 +70.0•110,0 .70.0•170.0 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RakmSie 96677-3&678 1700-110.0 +0..o-nap+78.0•naa *100-110.0 04 Cuslo.9k0 35.617.38.518 .roA mama 70.0•1110 -TOM 41170 .7aa•fl28 7aa 469 •70.0 45.4 -70.01-96.41.70.0 419 16 MAY NOT BE THROUGH USEWITH Bi Twj Pmhrw 31818-30575 +Toa 4100 +70.0•Y 10.0+Tao-1160 77a0-nao B1aMmd Ptalaw 33.818-351115 70.0•110.0 +760-110.0 •70.0 4015 •70.0 47.0 70.0 413 70.0 40.1 Tao -00.0 lam 40.0 ,j-gHANNEL ORiNTEGRAL P72i}L[,t(+'j.j{EVtSEp 8LT8 7sp4at ^-41844 4700-7140 +70.0•nao 70.0 4166 +7aa-110.0 87.76 741451 --41841 .ram 470.9 .70.0 410.0 +Tao 4015 70.0 47.6 +70M 413 270.0 40.1 .7a4 40.0 1+700 -No SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. FIN FRAMES s complying with th5 Flolida MIN. Ht ildiog Code SASH SUCK "MIN.SASHHEtGHT=WiNpOWBUCKHEIOHT-50.135 Atteptimaaivll/ - E'*rntipn Date ��•' VtOENSF •�lE : By 1+, '•,�(17�:� Agimni Bih PrOdUCt Cblltroi * No.56708 NOTES: �IA • * De6ulpUmi: Drawn By; 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME, %A'.('11074 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES JROSOWSKI � � N.VENICE,FL 342Y6 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. ��� R ` TN7e: 'DS'•.,tO1KDA,.•'GtC�� (B41)450.1�0 Doh: 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HElGNT D1MENSigN SHOWN '77, !p.I. ' •tt�,N�,+` DDmp14102017 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ON THE TABLE, A.L7'Nt✓ivltlflERVAL �P.E. 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FOAM 3/16"NOM. # Part# Description Material # Part# Description Material POLYISOBUTYLENE WITH 1 620101 Singe ung Frame ead& ambs- hanne PVC 45 720197 Auto Mechanism C Stee WITH DESICCANT DESICCANT 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 72019889 Sweep Lock Cast Znc EXT.GLASS EXT.GLASS 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 72019586 Auto Lock Cover Assembly Cast Zinc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180PTX#6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame 5111-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620105 SWDH Frame SIII-Flange PVC 50 776X34PPA #6 x 314"PH.PH SDS(Keeper Screw) SS INT.GLASS INT.GLASS 7 620107 SHIDH Frame 5111-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 Rall Tilt Latch Comer Key PVC KODISPACE SUPER 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 314"Ph.FH SD5(Comer Key Screw) SS 1a 4SG TPS SPACERW NXT'"'1 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 Stop/Screw Cover PVC 56 720207 1"Tilt latch Spring SS ALUMINUM 19 620156 Pull Rail Interlock 6005 TS At 57 420186 Plastic Tilt Latch Finger Pull PVC REINFORCEMENT POLYISO. DESICCANT FILL AREA 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tift Latch Finger Pull Cast Zinc BUTYLENE 21 620157 Beveled Interlock 6005 T5 At 59 420180 Pivot Bar Corner Key PVC 5/16"NOM. SEAL 5116"NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS BUM 8 SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 AI 63 720191 Sash Pull Handle Cast Znc DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cast Znc FOAM STAINLESS STEE 26 620153 Standard Meeting Rall Reinforcement 6005 T5 Al 65 78UFPT #8 x We Ph.FH SDS(Pull Handle Screw) SS E T•GLASS 27 620154 HD Meeting Rail Reinforcement 6005 T5 AI 66 420188 Bottom Latch Strike Plate Cast Znc FJcr.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 978588 #8 x 518'Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Laml I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPile 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS 33 61825 Weatherstrip Plug,.220'Finseal 75 71646N Setting Block(7/8"x 1"x 1/8"),85+/-5 duro. EPDM DURASEAL® XL EDGE'."" 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 1a O 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum SPACER SPACER 37 71669SP Meeting Rall Screw Support Plate 6063 T6 At 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720X)000( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X 2 PVC 41 1 #8 x 314"Ph.FH SMS(Con.Force Balance Screw) SS 857CASPM Tension Spring SS 42 Spiral Balance 86 61816(48 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 161635/616141.140-Screen Spline(MachIne(Hand Rolled) Vinyl 44 78X114FPAX#8 x 1-114"Ph.FH SMS(Spiral Balance Screw 410 SS Part# Description Material 'RODUCT REVISED s­plyieg wilts the Fthida 8m1dm8 e 76 Kommeding 4SG TPS Spacer System AceplflwNe !J 0630.oJr 77 Quanex Super Spacer nM with Hot Melt Butyl SheetSee htbr �� NY'LYl1/ '�, ReAdon: E�.i-- Materials ' ' ft"D �0,.......N D 76 Quanex Dureseal Spacer a�;.''ytcENSF �l�� n% tba 79 Cardinal XL Edge Spacer Q' , REFERENCE TEST REPORTS:FTL-8717,8968&8970 =* No.58705 Drawn W. 1070 TECHNOLOGY DRIVE BILL OF MATERIAL(BOM) J ROSOWSKI •'. STATE OF W' N.VENICE,FL 34276 lift- Date. .......... ' %% (�11+�1� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTES: �'' 'ONAL VON" co�aRroattr 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. err 111111%11 RM"RESERVED SH - SCa1O 5lt1 Drawing No. Rsv: 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. A.LYNN MILLER,P.E. S H-5500 NTS 12 OF 13 M D-SH5500-01 B REN 5870.5 CERT.OF AUTH.A29296 OPT.SWEEP LOCK r p 4g 48 OPT.AUTO LOCK ! � 18 20 47 57 OR 58 I 48 ! O 51 OR 52 0 1 55 45 OPT.PULL RAIL 'I I 22 82 ORO 19 INTERLOCK& COVER 66 p 87 �••_ 35 OPT. 1 21 BEVELED ! MITERED FRAME WITH ! INTERLOCK INTERIOR AND EXTERIOR 1g 0 &COVER FRAME WELDS54 I O 18 72 X4 72 X4 I 16 53 O -` I f 80 OR8 d 44 -: _ ��• • `PIG@ •• �, .� ,•. 14 _ �. AGI+ESSpeA`A / •._ SCREEN A —;;� 49 �• OPT.PULL HANDLE ASSEMBLY 64 WITH LATCH DETAILS 41 , ' �, _ 40 CONSTANT FORCE �-. BALANCE ` OB2 OR 83 OR / 42 43 SPIRAL BALANCE OPT.PULL 40 OR 43 HANDLE 83 67 �;;�• MITERED FRAME WITH SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS 66 ,. - .` 36 DETAILS '•'�;•.. ///��� EXTERIOR X53 38 59 APACHES TO 53 y comply ng tit the FI-id. '' --_Bq�NCE Bvildng Code -------------- _ A cceptanm No 17'0 Y). c FRAME LY 7 7 Reviaon ExpfmtionDa,e 1L0 ASSEMBLY N!V �.,� Y DETAILS A�;•'' �iCENSF �(( � iam, anP�l ce No.58705 EXTERIOR =�•;�(7 imTEOFiNOLOOYDPoVE EXPLODED ASSEMBLY J ROSOWSKI NOTES: Oma' $$$ OF N.VENICE,FL 34276 (� •'•F�ORIDP,.•''• (941}480.1800 R#a: Ooze: 2)SOME PARTWONNEL PTIONS NOT MESHOWN,SHOWN #N8DRAWING OTHER FORAMER CL RATY.PES APPLY. /�� O N\l� corrylolno�,7 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 '7 S� NAL E G\ POTWDU9TRES.INC. Seriae/Model: Seale: Sheet• Dnawing No. Rar. 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. II 1l 1 ALL RICRTa RESERVED 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.LYNN ILtER.P.E. SH-5500 NTS 13 OF 13 M D-SH5500-01 B P.E.#68705 CERT.OF AUTH.#29296