Loading...
HomeMy WebLinkAboutProduct Approval .-4 RECEIVED JUL 2 9 2019 MIAMNDADE MMI-RADE COUNTY 4 ST. Lucie County, Permitt!R# DUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC 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.Qovleconomv PGT Industries,Inc. 1070 Technology Drive FILE 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.T. 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 MIAMPMADECOUNTYJ3 Expiration Date: July 30,2020 `i 1 Approval Date: November 30,2017 f 1 f , //7 Page 1 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,Duraseal® 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 FTI.-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 91 Manuel irere74 P.E. Product Contro x iner 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(coNTrswED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(coNTm=) 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 "SentryGias®(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 61h 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,- upervisor,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 er P.E. Product Con rol E miner NOA No. -0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 ANCHORAGE EXAMPLE FOR -\28.1/8'MAX.D.C./ /" ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING 54'MAX-BUCK WIDTH 24SI8' FOR ARCH-TOP RADIUS-TOP MAX.O.C. VARIES PER REINFORCEMENT IARC£&SMALL MISSILE HEADER{SIM. 42'MAX,FROM HEADER(SIM.FORALL FORALL FRAME SEAM _. 30" 12"MAX. / _ WINDOW TYPES) LEVEL,SEE SHEETS 6•T IMPACTRESISTANT WINDOW TYPES} MAX'O.C. -i SHEET 3- ., -(f f ,1y1 /1 62-118"MAX.BUCK WIDTHB. ,,,_I A,SEE —t-1 I 10"MAX.FROM SEE SHEETS 1-1w SHEET3-•w•---�`�'30'MAX.O.C. `}+�•-}--•12'MAX. SHEET 31-- FIXED VISIBLE 12'MAX, FRAME SEAM 0,SEE --� 8&9 tIGHTWIOTH -- SHEET4 A,SEE 12" B,SEE ,_,_�•,.-30"MAX.O.C. SHEET3� * 1 FIXED SHEET3-' -� 12 MAX. C'SEESHEET4'j.- // -1}- EQUALLY I / VISIBLE •�- A.SEE r." EQUALLY rJ 47-?t8'MAX.O,C. SPACED 1 l LIGHT 17-7J8"MAX.O.C. SHEEi'31 SPACED `/ �- ANCHORS PER I 1 HEIGHT ANCHORS P.11 TABLES 9-41 O /( EQUALLY TABLES 9.11 ` 91,78' SPACED / 37-718'MAX.O.C. MAXO 84' - / BUCK ANCHORS TABLES 911 i[ f 62" O BOOK �- MAX- �- HEIGHT ' MAX- HEIGHT X 10"MAX.O.C. BUCK 10'MAX.O.C. 40"MAX.�p.C. BUCK A5 SHOWN HEIGHT X --4 -V X 4 - y HEI HT X (MAX) EQUALLY 13-314"MAX.O.C. EQUALLY SASH 13314"MAX.O.C. EQUALLY L - / 13-314'MAX.O.C. -1-717'-- SPACED •�•- MAX)SPACED SPACED VISIBLE SPACED .�L� T /]' ANCHORS PER / '�— ANCHORS PER LIGHT -""'L' ANCHORS PER /j SEE J f TABLES 9.11 Aj TABLES 9.11 HEIGHT Al TABLES 9-11 / 1A SHEETS // G Cy&12 MAX. -°°=?.� �84214U4 f 8.'Ur MLX. • 54NMAX BUCK WID H -�{ NOTCH DETAILS, NOTCH DETA9S, 64"MAX.BUCK WIDTH B Bim,__, NO ANCHORS AT SILL _ NO ANCHORS A7SILL }� SEE SILt WEEP- SASH VISIBLE SEE BILL WEEP- B f `� SEE SIU.WEEP- 01-- 1-414' SEE SILL WEEP- SHEE`3 LIGHT WIDTH SHEET3 ^� NOTCH DETAILS, NOTCH DETAILS, SHEET 3 SHEET 4 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 EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE TABLES 4-11 UP TO ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 75'HEtcHTSE£TABLEsa 1t (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFlGURATIONS) 1)HIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH HE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE HVHZ). -"—'-"-' 2)SHUTTERS ARE N07 REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,HE OUTBOARD LITE(CAP)MUSTTEMPERED. GENERAL NOTES...............................................1 3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNUSE ONLY MIAMI-DARE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ELEVATIONS................_....................................... 1 TY, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE, FRAME,GLASS&ANCHOR OPTIONS....„......„..,2 4)ALL WOOD BUCKS LESS THAN i-12'HICK ARE TO BE CONSIDERED IX INSTALLATIONS.4X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,FLANGE&EQUAL LEGIBOX.....3 DEPICTED AS 2X ARE 1.12'THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN&J-CHANNEL...4 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GLAZING DETAILS....................................„..........5 5}ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST,ANCHORS DESIGN PRESSURES...„„..._........„........___6-7 SHOULD BE SEALED,OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND HE SCOPE OF THESE INSTRUCTIONS, ANCHOR QUANTITIES......................................... 6.10 6)114'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO HE SUBSTRATE,USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. EXTRUSION PROFILES.,...„....__........„.............11 7)DESIGN PRESSURES: ASSEMBLY&PARTS LIST...................................12-13 A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL.&CYCLE TESTING AND GLASS PER ASTM E130D. CODES!STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. •2017 FLORIDA BUILDING CODE(FSC),8H EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. +2014 FLORIDA BUILDING CODE(FOC),5H EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-4/3%STRESS INCREASE HAS NOT BEEN •ASTM E13OD-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 *ANSUAF&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 T'ROTWCTREY)SETS 9)METAL SUBSTRATE TO MEET MIN,STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY HE AUHORfTY HAVING JURISDICTION, *AL S100.12 as-plying DUC717 WIC BeFhxHda 10)REFERENCES:TEST REPORTS PTL-7964&7966;ELCO ULTRACON NO&ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA:ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZER.IGHTER 4A1SC 360•10 Batm�ap cafe SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&ALUMINUM DRSIGN MANUAL Aaoep(nnoo No J�' a•OJr' 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL Oaia RavlaWr US '�` ........ i$FUPDATED TO FHC 2017.-JR- �; ER INSTRUCTIONS: ��.$� 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROMASCE 7. `;'• �f> 06/06/17 2}DETERMINE HE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. �,. N0.581{)5 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGNTIT+ PRESSURE FROM TABLES 4.8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR HE WINDOW Deacdp8oa; Ormrn 6Y= OPENING OBTAINED INSTEP 1. (� X2 ( .:•;f 1070TECHNoLOGYDRNE GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR •••. TE �(J N.VENICE,FL 34275 YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET, '� •' ` TFf/ai Data: 5)INSTALL AS PER SHEET 3FOR HRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. �,.��CCsS'•�OR!�p•• ��,` SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 61917 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, 11�tN����A���L� i kL4�` ,•aregllsiWF,9,wa. fi t. �„ 5ry ,h O,aw4+p No, Rer INTEGRAL FIN OR EQUAL LEGIBOX}. A LYNN MILL�R,P.E. � '� �'� SH-5500 NT, 1 OF 13 MD-SH5500-01 13 P.EJ)68706 CERT.OFAUTH.i129296 TABLE 1:ALLOWABLE GLASS TYPES Glass Frame Glass Frame Frame Description(Listed from Exterfor to interior) DesIgn Pressure Type Table X Sheet i Types Options Contigs. Shapes Installation OPBonsthat may be used 5 7/8"Laminated LG.:!/8'A Exterior Cap+7116•ARSpace+5116"Laminated;(2)Utes of 1/8`A Glass with.090'PVB kntedayer 4,5 6 (see Fig B) (see Table 1) (set)Fig A) (see Fig C) 6 7/8'laminated I.G.:1/8`T Exterior Cap+7/16"Air Space+5116•Laminated;(2)Was of 1/8"A Glass with.090'PVB Imedayer 4 6 6 ....into 2X Wood Fmmt/Buckstrip-sheet 3,option 1 7 7/8"Laminated LG.:3118'A Exterior +318°Air Equai-Lite, quo Th 2 Cap Space+St16`Laminated:2)Wass of!t8'A Glass with.090"PVB Intedayar 6 6 Flange 5-16 OdelfProNew Arch Top'a Ih1010 the franc....into ConcrolatCMU-sheet 3, 8 7/8"Laminated I.G.:3178"T Exterior Cap+38'Air Spade+5116'Laminated;(2)Utea of 1J8'A Glass with.090'PVB Interlayer 4,6 6 ( ) t4 Cottage Radius Top of the window.:. ,,,,through 1X Buckstdp into taoncretelCMU-sheet 3,option 8 9 7/8'Laminated I.G:1/B'A Exterior Cap+T/18'Air Space+y18•Laminated;(2)Utes ai 1!8"H Glees w th,000•SG Imedayer 7 7 1 ....into Metal-sheet 3,option 4 10 718•Laminated I.G:1/8'T ExtedorCap+7116"AlrSpace+6118'Laminated;(2)Utes of 1/8•H Glass with.090•SG Intsdayer 7 7 ....into 2X Wood FramalBuckship-sheet 3,option 1 11 718"Laminated l.G.:3/18°A Exterior Cap+318'Air Space+5116•Laminated:(2)Ursa of 1/8'H Glass with,090•SG Interlayer 7 7 Box! Equal-Ute, Square/Rect., Through the Game ....Into ConcretalCMU-sheet 3,option 2 12 7/8"Laminated LG.:3116'T Exterior Cap+3J8"Air Space+5/18'Laminated;(2)Utes of 1/8'H Glass with.090'SG interlayer 7 7 Equal-Leg g 5-18 OdeVProgew Arch-Up p ofthe window through 1X Buckstd lnto roacrete/CMU-sheat 3, (#4) &Cottage 17adiva Top P option 3 13 718"Laminated I.G.:1!8'A Exterior rasp+5116'Air Spade+7118'Laminated;(2)tit¢¢of 3118'A past with.080'SG Imedayer g 7 ....into Mefel-sheet 3,option 4 14 718•Laminated LG.:1/9'T Exterior Cap+5116'Air Space+7118•Laminated;(2)Was of 311W A Glass with.090"SG Imedayer 8 ��7 Through the ....into 2X Wood Framel6ucksbip-sheet 4,option 5 15. 7187 Laminated LG.:3/16'A Exterior Cap+1/4'Air Space+7116"Laminated;(2)Utes of 311W A Glass with.0 W SG Imedayer 7 SChattn6i Equal-Ute, Squan'VReck,imogret 5n...... ,•„{Wily hyo_sheet 4,option 7 16 718"Laminated I.O.:3118'T Exterior Cap+1/4"Air Space+7/16"Laminated;(2)Ursa cf 3118'A Glass adth.090'SG Imedayer 7 (han 5-8 Odet/Protiew Arch-Top 6 8 Cottage Radius Top Through the Gama ....into 2XWood FramefBuckship-sheet 4,option 6 of the window...... ....into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS=ES 5,7,9,11,13 Through(}� ,•„ima y(Wood FtamelBuckstdp-sheet 4,option 5 Min.Edge Min. ! 815 MOT BE USED IN Equal lJte, 5quate/Reck, Group Anchor Substrate THE HVHZA9ovE 30. Imegrel Fin Integral fin....,. Into Motel-sheet 4.option 7 Distance Embedment' • ) 5-8 OdeUProNew Arch-Top p Through the frame....into 2XWoad Framefflucketdp-sheet 4,option 6 P. .Southam P ne(SG=O. 5) 7/18" 1-318• $cottage tiedtua Top #10 SMS of the window...... ....into Metal-sheet 4,option 8 Steel,A36' 318' 0,050' 'MIN.OF 3 (steel,0 S. .) Steel Stud,A653 Gr,33" 3/B° 0,0451'(18 Ga.) THREADS A or 410$.s.) Aluminum,8083-76• 3/8' 0,050' BETALO THE FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES 'A=ANNEALED P.T.SauEham Pine(SG=0.55) 7111V 1.318• SUBSTRATE. /.l rl "H"=HEAT STRENGTHENED �•/ L:,,J T=TEMPERED 3118"steel Ultfacon Concrete(min,2.85 ksq 1" 13/8' UNGROUTED li PVB'=,090"TROSIFOL®PVB Ungrouted CMU,(ASTM C 00) 2-1/2" 1414" CMU'VALUESlJ/ BY KURARAY AMERICA,INC. #12 SMS P.T.Southem Pine(SG=0.55) 9118• - 1418" MAY BE USED / 'SG*=.090`SENTRYGLASO Steel,A38' 318' 0,050" FOR GROUTED // LY J CHANNEE INTEGRAL FIN INTERLAYER BY KURARAY (steel,18 8 S.S. Steel Stud,A853 Gr.33' l 318° 0.0451" is Ga CMU /N AMERICA,INC. or410 S.S.) ( ) APPLICATIONS. B Aluminum,8083 T5 318' 0.063• E4UAL-UTE ORIEL COTTAGE 114'steel Ultraeon P.T.Southern Fine(SG=0.65) 1" 1.318' 1/4'steel Creteflox P.T.Southam Pine(SG=0.55) 1' 1-318" FIGURE C:FRAME SHAPES__ 1/4'steel Aggro Gator P.T.Southern Pine(SG=0.55) 1` 13/9• -.I BUCK WIDTHS--�BUCK WIDTH -.-{BUCK VnDTH� FLANGE BOX OR EQUAL•LEG 1/a'steel Ultracon Concrete (min, 2.85 ksi) 1" 1-31x• - C Ungrouted CMU,(ASTM C-90) 2-112' 11/4" r7� 1/4'steel Cretefle�tConcrete(min.3.35 ksi) 1" 1314• T Meteor" R127.4 Min.Fy 114"steel Ullrecon Concrete(min.2.86 ksq 21/2' 13/4• Ri Steel Screw 120 kel w !8�Straw Lai Concrete(min.3.35 Lely 2-112" 1314" x 114"stool Cfetelbx x to D Ungmuted CMU,(ASTM C-90) 2112• 1-114' m �� m ', O �/ 410 Straw 110 ksi Concrete min.3.276 ksi Eico AggroGatos 98 kat 1!4`steel Aggro-0etor Grouted CMU, STM C 90 2' 2 n Elco UltrsCon® 177 kel RECTANGULAR RADIUS-TOP ARCH TOP 410$5 Elco CmteFlex49 189.7 kal WINDOW SHAPES AS ABOVE p)2 SIMILAR AREAPPROVED.SHAPES MAY BE USED 806375 Aluminum 22 kel TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES A36 Steel 38 ksi 58 kat PRODUCT REVISED Mitt.Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS Ch1 O. Gr.33 Steel Stud 33 Lai 45 kei as compl)drg with due Flarida Group Anchor Substrate SuiidshsCada Distance Embedment! Z,prence No4061D,E 2.117 x.131"Common hta8 P.T Southam Pine(SG 55) 3t8• 2J118" LYN/y����,,� °rd%" �e 2.112•Ring+ehank Rooing Nall P.T.Southern Pine(SG=,65) 318' 2.7116` �� S ! ANCHORS RE-GROUPED. � D_cpr P.T.Southem Pine(SG=.55) 1/2' 1318" �i -JR-06/06/17 #10 Tnmaheed SMS Aluminum,60(13.75' 318• 0.050" No.SUDS (steel,19.8 S.S. *: *; or 410 S.S.) Stem Stud,Gr.33• 318° 0,0451'(18 Ga) F Stool,A36* 3/g• 0• •MIN.OF3 =p ' 1070TECHNOLOGYDRIVE GLSS OPTIONS J RDrawnOSOWSKI P,T.Southern Pine(843--.65) 9116" 1318' Q •READS . TE O f N.VENICE.FL 84276 #12 SMS Aluminum,8083 TS' 3/8" 0.063` BEYO D THE '•.F�OR{OP,.•' \C���~ (041}190.1600 T WX (steel,18.8 S.S. r,LCS `� or410ss) Steel Stud,Gr.33• aw MOST METAL SjllalI ����Et � wpm„ SINGLE HUNG WINDOW INSTALLATION-LM 05!15115 Steel,A38` 318' 0,050" SUBSTRATE. A.LYNnS4�iLLER`P.E.NALroTwerrtrRaE9,sx, ALL ruo9ra SeeFa: SMsc OrorGfp(w,. Rev: P.E,055705 CERT.OF AUTIL 829296 SH-5500 NTS 1 2 OF 13 MD-SH5500-01 B INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. I EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO WOOD 1/4'MAX SHIM 16 1/4'MAX SHIM f+—• FRAME OR BUCKSTRIP. �(— SEE NOTE 2,THIS SHEET. EMBEDMENT EDGE T SASH VISIBLE 17 EDGE u' ❑G� 18 LIGHT WIDTH ❑ yIj - D a - DISTANCE FLANGE FRAME DISTANCE e•� � � SHOWN III :q 44 BALANCE TYPE VARIES TVP.ANCHOR �1/4'MAX 7yp,ANCHOR TYPE, 42 WITH SASH o TYPE, SHIM EMBEDMENTAND WEIGHT 54 EMBEDMENT TYP.ANCHOR TYPE, DISTANCE PER 30 AND EDGE 2 EMBEDMENT AND EDGE EDGE Q 31 DISTANCE PER `I ODISTANCE PER SUBSTRATE, SUBSTRATE, u EDGE SUBSTRATE, SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. EXTERIOR t`—�` DISTANCE SEE TABLE 2, 18 87 (�\a� SHEET 2. 4 u FIXED VISIBLE FIXED 19 201 OPT.SASH TOP FLANGE LIGHT WIDTH EQUAL VISIBLE UFT RAIL J 2 _ LIGHT FRAME I LEG/BOX FORALLWINDOWS: NOTES: SHOWN r BUCK WIDTH FRAME HEIGHT 1 ANCHOR @3.55• 1)USE ONLY HORIZONTAL SECTION A-A SHOWN�_ qy 48 FROM END AND AT SUBSTRATE-APPROPRIATE 21 CENTER. 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, SHEET 2.FOLLOW EMBEDMENT AND OVER 36'WIDE: 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. Ig INSTALLATION�OPTION SHOWN MAY 14 45 46 47 SCREWS @16319"FROM END. BE USED ON ANY SIDE OF THE 35 o FOR WINDOWS WINDOW.WITH 114°MAX BOTTOM LOCKS: SHIM #10 OR#12 STEEL 1/4"MAX. BUCK 60 O 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM HEIGHT SCREWS @ 8-318" USED INTO WOOD AS PER TABLE 2, lFrLANiGE SMS(G5),SEE 30 FROM ENO. SHEET 2.ALL WOOD BUCKS LESS TABLE 2, D� THAN 1-112'THICK ARE TO BESHEET 2. SASH CONSIDERED IX 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 1-12'THICK OPT USE EITHER OR GREATER.1X AND 2X BUCKSJEJRF� Q �5 LATCH OR (WHEN USED)SHALL BE DESIGNED INTERQ BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO EQUAL Q IOR 81 31 30 'TESTED UNIT THE STRUCTURE.WOOD BUCK �o LERAME WEEP LOCATION:65/8' DESIONANDINSTALLATIONISTHE FRAME NOTCHES AT gp FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN o EACH END. OR ARCHITECT OF RECORD. EXTERIOR 8 66 - 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPTION 4 PRODUCT REVISED 67 OPENING)IS MEASURED FROM .we ply Bwith doF laffift l.t— OQ❑ 1/4"MAX SHIM BEADING TO BEADING. 11111 I I ANCHORED THROUGH ANCHORED THROUGH BNI Coda EQUAL-LEGIBOXFRAME INTO METAL FRAME INTO METAL Aoeoptw=No O FRAME SHOWN \ ItI Date 1� a�;• 4CEN;gF _ : ct ANCHORS o .27°X 125• NO WEEPHOLE W/COVER@ REQUIRED IN VISIBLE LIGHT FORMULAS No.58705 2.87•FROM O ••4' - 5 FLANGE OR EQUAL-LEO WIDTH ;�//QQ ® groan f?y: EACH END. FRAME SILLS @SASH:BUCK WIDTH-6-1/1" �� }/� (Z` 1070 TECHNOLOGY DRNE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI @ FIXED LITE:BUCK WIDTH-43/8• / '• • O�•., ST 7E OF (V. N.VENICE,FL 34275 HEIGHT(EQUAL-LITE) i�(� '•."40RID�`.•'•��� (941}480.1600 IINa' VERTICAL SECTION B-B 13UCKHEIGHT/2-3.15116" 'ass/ONAL ENG�� o�t� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 IIII11111\\ P6T eaLelram,Nc.SERVIEDSer/eo/AIodN: Seale: Shaet: growing No. f7rrv: A LYNN MILLER,P.E. A"MGM`� SH-5500 NTS1 3 OF 13 MD-SH5500-01 B' REA 58705 CERT.OF AUTH.029298 i INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INT02X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR If— ANCHORED THROUGH INTEGRAL Fes- EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEDGE DISTANCE EET. I FIN INTO 2X WOOD FRAME OR O1/4'MAX SHIM 1/4'MAX SHIM 1 BUCK.STRIP.SEE NOTE 2,THIS EDGE DISTANCE _ 16 SHEET. TYP,ANCHOR TYPE, SASH VISIBLE L� J-CHANNEL EMBEDMENT AND EDGE [��� 18 LIGHT WIDTH I l 17 O FRAME DISTANCE PER SUBSTRATE. n O SHOWN O SEE TABLE 2,SHEET 2. U - •----� (SCREW SHOWN) 44 BALANCE EMBEDMENT x--10TYPE VARIES -- `1!4'MAX SHIM 42 WITH SASH TYPEDGE WEIGHT 54 30 EMB ANCHOR TYPE, 1 �a EMBEDMENT RAND EDGESUBSTRATE, DIST Q 31 O � DISTANCE PER SUBSTRATE, SEE TABLE 3,SHEET 2. EXTERIOR EMB TYRANCHORTYPE, 18 (NAIL SHOWN) ^ 87 �L INTEGRAL DISTANCE P AND EDGE O _I FIXED VISIBLE 3 FIN DISTANCE PER SUBSTRATE, FIXED 19 20 OPT.SASH TOP �l LIGHT WIDTH SEE TABLE N SHEET 2. VISIBLE LIFT RAIL J-CHANNEL 1 SHOWN FRAME (NAIL SHOWN) LIGHT FRAME HEIGHT FORALLWINDOWS: NOTES: SHOWN BUCK WIDTH 1 ANCHOR @ 3.55' 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C O 21 CENTER. SUBSTRATE-APPROPRIATE 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 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. SCREWS @163/8• INSTALLATION OPTION SHOWN MAY 14 45 46 47 O FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW BUCK o BOTTOM LOCKS: #10 OR#12 STEEL 114°MAX HEIGHT 50 O 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM SCREWS @ S-318' USED INTO WOOD AS PER TABLE 2, SMS(GS),SEE 85 FROM END. SHEET 2.ALL WOOD BUCKS LESS ED TABLES 2&3, D❑.r-L�— 30 THAN 1.1/2"THICKARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD SUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS I LATCH(SHOWN) DEPICTED AS 2X ARE 1.11'THICK I 86 18 LOCK BOTTOM OR GREATER.1X AND 2X BUCKS OPT. TESTED UNIT Q 85 TESTED UNIT (WHEN USED)SHALL BE DESIGNED aFIN AND/OR Q (2)1- 81 30 63 TO PROPERLY TRANSFER LOADS INTERIOR 31 LOCATION:6518" TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD NOTCHES AT 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN o o EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION 7 O SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 IDOPTION 6 PRODUCT REV isEiD OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL -c—plymgwith Su Fri& IW MAX ANCHORED THROUGH Bail INTEGRALFIN BEADING TO BEADING. 111111! INTEGRAL FIN INTO METAL ( ) �m Q�Q SHIM ttt !!! INTEGRALFIN/FLANGEREMOVED Accept�mNo tr/ —05 FRAME SHOWN o ` �Q.,....... Revisloo. '^etio Date /�()� 27"X 1.25'WEEPHOLE `.� .•''t,ICEN �� ��� BY W/COVER @ 2.87° •' �� Adimni Mo 38 FROM EACH END. I VISIBLE LIGHT FORMULAS =*i No.58705 TYP.ANCHOR TYPE, _ EMBEDMENT AND EDGE EDGE DISTANCE WIDTH — - DISTANCE PER SUBSTRATE, _� @SASH:BUCK WIDTH-6-12" '; 6 'HJT•x - Caev/yUon: ^W. SEE TAB LE 3,SHEET 2. —►I EMBEDMENT @FIXEDLITE:BUCKWIDTH-4-318• %Q•., STATEO ••� 1070 TECHNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) a �/� N.VENICE,FL 34276 HEIGHT(EQUAL-LITE) ���s''••4ORIDP,. '���� (B41F460-18� TiBe: SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT12-3-15118' ANCHORED THROUGH INTEGRAL FIN IIIIII I l It tt ==M Scyy: '4 hoeL Drawing No. Rwe INTO 2XWOOD FRAME ORBUCK- ALL rvallaraEeERM A. SH-5500 NTS 4OF13 MD-SH5500-01 B STRIP.SEE NOTE 2,THIS SHEET. ALYNN MILLER,PE. P.E.#58705 CERT.OF AUTH.118256 —►{ 718'NO7/8"NOM. -+{ 718" M. 7/8'N -+{ 718'NOM. 5/16"A/A PVB I 5/16"AIA PVB I 5/16"AIA PVB I I 5/16"A/A PVB 5/16"H/H SG 7/16"AIR SPACE 7/16"AIR SPACE 318"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 aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 76.79 7679 76.79 78.79 76.79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 —�{ 718'NO718'NOM. 7/8'NOM. 716"NOM. 718"NOM. 5/16"H/H SG I 5116"H!H SG I 5/16"HUH SG I 7116'AIA SG I 7/16"AIA SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5116"AIR SPACE 1/8"T GLASS 3116"A GLASS 3116"T GLASS /8"A GLASS 1/8"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 7679 7679 76-79 E-79_ 6-79 7679 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 �•{ 7/8"NOM. 7B'NOM. �+- 7/16"A/A SG I I 7/16"A/A SG I I iW NOM.GLASS �GLASS TYPES 9 THROUGH 1/4"AIR SPACE 1/4"AIR SPACE 76-79 BITE'M. 16 MAY NOT BE USED 3/16"A GLASS--\ 3116"T GLASS WITH J-CHANNEL OR 72 74 INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR 31 ' GLASS TYPES 5,7,9,11,13 78-� 7678 &15 MAY NOT BE USED IN EXTERIOR 75 THE HVHZ ABOVE 30'. PRODUCT REVISED wta GLASS TYPE 15 GLASS TYPE 16 8,1d, '""°�""""`°P'9 0 Building Cade 111 I 1171 Aaeptenco No j 7 ' 05 38 30 LYNN7 ReWakn. 16 narion iii ��� : �,• 1,10EN `i- S!�'••�(�� Ivli 1 eriroduct * No.58705 '•. , _, GLAZING NOTES: = •' *_ 'A"=ANNEALED =-O: _ D.W ipt on- Drawn Sr. TYP.'GLAZING DETAIL 'H"=HEAT STRENGTHENED `—�1: �rL I �, 1momcwmocymm GLAZING DETAILS J ROSOWSKI T=TEMPERED ® O� ST •(/ N.VENICE,FL 34276 'PVB"=.090'TROSIFOL PVB BY KURARAY AMERICA,INC. �i C� '•• ORIDA.-'' ��� (841}4861600 me' Data sG"=.090'SENTRYGLA013YKURARAYAMERICA,INC. � s � � SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. S/�iAL I� ` � •�- SodwllfadaF Sank: S1-' Dining No. RePIG is A.LYNN MILLER,P.E. 11`L eRESERVED SH-5500 NTS 5 O 13 MD-SH5500-01 B P.E.#68705 CERT.OF AUTH.#29296 TABLE 5: TABLE BLE 4: ate•Typo MR-Smh : 0 D-41i ft OW G hHWaN Design Pressure,IbslD Ota• pe• Design Pressure,bt11612 7rw• Design Pressure,b711R7 3.6.7 6.8,760 WIn<level Raw®VWX12W Itupa Qnl vdm..eudc V7dlh 8,765 */-5010 Ra HVd Sh- u to4a Sa225 +65.0/-70.0 L. F23.5 Eq.Wft 11.397 --We •700 465.0 .70.0 Ream.4•I R1 F1ue6 xindwv&- ekes SMdd0� 14517.15NO 4610 -MO 40&0 -70.0 R3 F"AWrid-adeeeh•bOs Eqw" 11.553.14510 +85.0 -70.0 465.0 -70.0 SEE TABLE 9.SHEET 8 FOR Smamd Rohe 11.377.1158 +05.0 •70.0 4950 .70.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. TrbM 2X617.25283 +05.0 -7110 465.0 •720 ANCHOR GROUP AND QUANTITY. sts,dsd f,4ltp• 20.05a-27218 +05.0 •70.0 +67.0 -70.0 E@cMOe 17.617-21.057 +080 •705 +06.0 .70.0 Sfrdcd PIW- 14.517.175 10 18 10 -TOO 4660 $0.D o c Shod•? 11.377.14510 +86.0 -Tao +95.0 -70.0 T.0.1 9.563.31911 *65.0 -70.0 +8.0 7To 0.1..1665 26617-958 .860 -720 4e60 .740 Sladmd MW 21.6/7.20516 +65.0 -70.0 465.0 -70.0 HEADER 44 EAcNia 2161743516 +sso 70.0 46" .Tao HEADER Smdrd PM&N 17.517-20510 "SO •70.0 1959 20.0 23 Octan 9ke 1a517.175/a +65.0 -70.0 +959 -70.0 23 I 11577.85516 +60 .70.0 +68.0 -70.0 T.tw o Trrr 51.5W.85.011 4610 .Tao .95.0 aao stw dcd Daap 26517.3158 +85.0 •TOO •05.0 •T&O O EW*M 21.517.20516 +660 -70.0 495.0 •70.0 Q O MEETING RAIL 48 stmmd P-J- 17.517-215ta +G&9 -70.0 +669 •70.0 e O MEETINGRAIL Oc0n6ke 14.517.77.518 +e&0 .70.0 195.0 •709 26 a c•lomabe 12617-14.515 4660 •70.0 +65.0 -70A 27 EXTERIOR JE 11.377.12.5161 4050 -TOO -mm 709 EXTERIOR q 1; W1.4 xi200.37.53O 495.0 -mo +16A -70.0 �1 .3Y aaNed Ofhw 20.517-:02v 4050 .T0.0 +005 •709 E4.14im 21517-27.519 4050 -TOO 410.0 •70.0 23 23 JAMB �� a.mmske 21517-9 518 .sioI•Tao 495.9 -70.6 JAMB EXTERIOR Gendad Plaloe 17.617.20x18 4G&0 .70.0 +w.0 -Tao EXTERIOR SASH SASH 3 aammsb. 14-517.17.510 465.0 -720 495.0 70.0 HEIGHT (f] HEIGHT c•tansk. 12617-14.616 +ash -726 465.0 aao Shwl•t 11.317.12510 +65.0 -TaO 464.0 -70.0 TrbM 36.517.4/A0 +050 -70.0 495.0 •70.0 atadcd Cdt79e 31.617.35.610 +860 -70.0 +65.0 -70.0 O 23. Epa 1. 2661T-31a10 +660 •70.0 465.0 720 23 Sludsd Prt n 23.51 7-21310 +850 -me 48510 - .0 SILL l w cw-ace M51 to 465.0 -Tao +65.0aa3 SILL O u veru SDe 8577-2D.610 1610 -6511 +BS.o •70.0 OotOmake 14,617-17516 4650 -70.0 +65.0 26.1 LAWM 6be 11017-14516 4660 .70.0 466.0 47.3 Q ShoMM 1 11.854-13.018 +810 70.0 435.0 •565lu- e T.111.1 39.517.41.6M 4650 -70.0 465.0 -70.0 o Oct-aka 96.617.38.019 -Me -70.0 -N.D -"A E@cWte 35217.30519 4010 •7110 +05.0 -70.a 75 Octan alto =517.35.619 +B6o 40.0 •65.0 -Me SECTION DETAIL FOR WINDOWS WITH smd.dl>mi•w 79.517.32.610 410 -70.04109 .700 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6.7&8 Osm119ke 26.517.29.510 +iso .Tao 4w-O 47.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE snal•t 25.618-21518 4010 -tao 465.o abs REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES 8 Ev+M9e 36.en-n.9• .aso -70.0 410.0 -?0.0 (REINFORCEMENTS TO ALL FRAME TYPES& CONFIGURATIONS) 84 1 Ostanek. 31617.39318 -MO: .70.0 1+659 41.3 CONFIGURATIONS) PRODUCT REVISED Sludcd P.4- 33916.95516 +560 -70.0 1 495.0 266 01.76 1 t 1 --41.514 4210 -70.0 I+010 265 as complying viM the Florida SEE TABLE 10,SHEET 9 FOR ANCH OUP AND QUANTITY. Building Code Arlxplsn0e No "MIN.SASH HEIGHT=WIN W IHIdT 50.138 ELI IV - pert Raviskit: � •t / i ey `��.• vCENSF•.�(_�. ivLami ed e PrOdwY * No.58705 t NOTES: - '•t/� ! R: ® D9adrtPtlon. Down W. 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. ��••'. STTEO ' 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES JROSOWSKI ���(C�'•.;°(ORIDP•.•'G�C��� N861600N.VENICE.FL 34276 Two. Dah: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. � /O�AL�N���� SINGLE HUNG WINDOW INSTALLATION-LM 05/15115 7j7/1113` COPYIpOH7o20t7 3)FOR S12ES NOT SHOWN,ROUND UP TO THE NEM AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 111111URI ® ^.rsrNs/Nodak Sealy Orarblg M3. R3r. ON THE TABLE, A LYNN MILLER,P.E. SH-5500 NTS 6 OF 13 MD-SH5500-01 B P.EA58706 CERT.OFAUrH.#29T96 TABLE r. raBLE 6. F4M �-lli- bah a BIea177pe two.Sash Dss nPrpsua116a512 Deel n Pre6su7e,lbat br�cn 3mh H,& Y 13914 Dextb04n faIlf- Bah HeiW ID W bw R-W 0) WiMwrB+rok W.I.Lm' �a(OQWWdaw Rmgo ON WlnOmvBickWMh m. upm40 48 52125 SA ] Halpd Shmm 18 2t 32 38 40 49 52127 64 aw 215 .lMd Q0. 11.394 +70.8 410.0 +70.0-1160+70.0-170.9 +700-110.4 235 aw"o 17.301 70.0-110.0 +TOA-118,0 70.0-10.0 +70.0-1110•784 AIM0 740-11x0 +70.0-110.0+70.0-10.0 SmMm6 Cada0o 74617.15.870 +70.0 410.0 +70.0•110.0 +70.0 410..0 .ra0 4 0.0 sterbaN Cottage 14.51/-16AM •70.0-11D.D •70.0-11a0 +7Qtl-110.0 70,0-110.4 +700 410.0 +70.9-110.0 •70.0•110.0 470.8-110.0 26 1.7ud4tlo 11.583-14518 +70.0-010.0 +70.0 4110 +700•110.0 .7a0 4140 26 E4ud48o 11.583.14510 +70.0-1100 7Ao 410.0+708 410.0 •70.0 Alae 1«70.0-110.0 .700-110.0 .700-110.8 .70.0-10.0 9lmdmd Pm4me 11.37 7-11 582 +70.0-110.0 +70.0•110.0+ran.110.0 +Tad.1110 BmnOaro PiMew 11.377.1.582 +70.0-110.0 78.0-1140 •70.0-110.0 +740-110.0 1•70,0 410.0 .70.0•77x0 +ra0 -710.0 +700-1140 T.%d 21.517-25.289 .710A.110.0 +T9A.110.0 +Tao 414o +740.11&0 TOW 23617-25288 •70.0 1-110.0 70.4 Alto •70,0-410.0 +70.0-1140 1+70.0-118.0 +laD Alto +70.0-110.0 •70.0-110LOI HEADER 6tmgm4 Co6ape 20.055.21518 +70.0 410.0 +70.0-110.0 +7aa-110.0 4700 .110.0 StW.Id Col.pa 20.950.23.510 -70.01-110.0 .7aa-11MO 10.0•110.0 •70.0-110.0 +70.0 Alto +740-1110 +700-170.0 70.0-1140 37.315 EquWMs 17.617-7.0.05/ +700-1100 +700•1100 +70.0•110.0 +70.a•100.0 37.375 E4ad46a 17.517.20957 +70.0•110.0 ,740.110.4 •700•110.0 740•110.0 •70.0 410.0 +70.0-1140 •70.0 Alto •70.0-1044 25 emalmd Pm4oe 1;.517-ix5IS 470.0•110.0 +700.1740 +710.110.0 +'740.11a0 siona tdProd- 14.517.17578 +70.0-11t +70.0•110.0 +740•110.0 +760-110.4+710 Alto •70.0-1110 70,0-lime 7QA-11MO 8414041 (1.377-14.616 .70.0-110.0 +70.0-two +ra0-107.0 .700-1030 Modest 11.377.14.510 70.0-1W.D •7DA-110,0 +70.4-110.0 +70.0-110" •70.0-1140 780•110.0 70.0-101.0 +70.0-103.0 Twat 27.663.31,411 470.0 4140.7a0 412..0 +700 .03,0 *Tao IWO Tdwt 21.533.31.011 +70,0-110.6+70,0-110.0 703-110.0 lad-1140 71Xd-110.0+70.0 42.0 +70.0 43.0 +70.0 -80.0 0 7147070 SW 20.517.27.582 +700-110.0 +700 4WO +70,0 41Q0 +70.0 410.0 Cadam8t4 20.617.27.502 •70.0 4140 70.0 1•110.0 748•110.8 70.0-1140 •700 Alto 70.0-110.0 +70.0-110.0 70.0-11MO {� MEETING RAIL 5700304Cop101e 23,517-256ffi +700 474.0 +740 4100 +70,0-140 +760-M170.0 Mand"Mhoo 23.517.29.516 •70.0 410.0+700-11419 -'MO-110.0 no 410.0 7048-110.8+700-11101+70,0 1144 7aa-110.0 ILII 44 Ealal4o 20.517.23.518 +70.0•li0D +70.0 t110.0+74D.110.0 +70.0 .110.11 Ru"" 24511-23916 70.0•17x0 1+10.0 1-110.0 +70.0410.0 +70.9-110,0 •70.8-170.9 10.0-1140 11).0-110.0 +7o.0-170.0 27 31W dPmMw 17 . 517-20.518 +70.0 410.0 +70,0 110.0+Tao.110.0+70.0.110.0 81874 NPMiew 77.517.20516 70.0-110.0+700-710.0+740-1100 70.0 414.0•70.0 1-110.0 700-110.0-70.01-110.0 4710-110.0 C.wd She 14517-17.619 MD 410A +70.0-110.0 +70.0 410.0 +70.0.110.0 6WM..05 14.517.17518 +70.0-1111.8 70.4 420.0 +70.0-110.0 70,0-110.0 7910•110.0 •740-110A+70.0-110.0 +70.0-1140 EXTBUOR Sh~ 11INT-14.618 +700 410.9 70.0 410.0+MO.107.0+760-tEo_ Shmteat 11.377.14516 +70.6-110.0 70.8 470.4+70.0-11MO 70.0-110.0+101-110.0+70.0 570.0 740-107.4 *70.13-103.0 � a Tdw 31.563.35.911 +700.110.0 +70.0 440 +70.0 4330 +760 AMO Tdwt 31.1303.35.011 •70.0 410,0 •70.0-710.0 +70.0-1140 Tao-1100. •70.0-170.0 •740 -80.0 •70.13 I-83.0 1•710 90.0 O Stedad Compa 25.017-31.662 MO 4140 +700 41" +740.11414+70.0 410.0 St4na1d C4 2P 20,617.37182 +70,0-110.0 740-210.0+700-1100 +76.0 Mao •70.0 410.0+70.0-1140+70.0 1-110.0 1+70.0-110.a JAMB 25 EW400b 2A.517.2&5le 470.0.110.0 +70.0•110.0 +740•110.0+70.0 41MD EeuaM. 20.517.26.510 70.0-110.0 •70.0-110.0•70.0-110.0 •70.0-110.0 740-110,0 70.0-110,0 +70.0-110.8 •700•710.!1 45 91aoLrtlPrwNnv 17.6,7-20.618 +700 4109 +70.0 4taO 4700-110.0 +700.110.0 48 StmdaadPMA.W 17517-20LIS +74.0-710.4 M.0-110.0 740-1110 +74,0-11a0+710 410.0+70.0-110.0 +70.0-110.0 70.0•110.0 F3am" SASH Cuamm Oee 14517-17.510 +700•170.0 +78.0.1160 470.4-110.0 4740 410.0 Cudom Sts14517.17518 +70.0-110.0 +70.0-lima•70.0-710.0 •70.0 410.0 +70.0-110.0 +70.0-7140 70,0•110.8 70.0-110.0 a HEIGHT Cutmm Sire 425}7.11.510 rt70D.1100 +70.6 Liao+TOA 5240 700-010.0 Custom 300 12617.14518 +70.0 4110 70.9 410.0 •7Qp-1140 70.0 510.0+740-1740 70.0-116.0 +700-110.0 70.0•110.0 SECTION DETAIL FOR 641414 11.377.12510 470.0•180.0 «70.0•110.0 70.0-110.0 «140 •1040 51107011 11.377.12518 70.0-1140 •70.0 410.0 7aa 410.0 •700-1140 10.0-110.0 0940-110.0 70.0-110.0 •70.0•110.8 g Teasi 332DO-07538 +70.0.110.0 +70.0 488.0 +70.0 916 1+70.0 40.2ii Tmnt 33.105-37.538 •70.0-110.0 70.0.11ta.74o 4MO +70.0 410.4 -70,01-110,D 70,0 6340 +70.0 M.0 70,4 .00.01 WINDOWS WITH Q 3E 8�CDhW 28,517-13.207 470.0-11110 +70.0.1100+70.0 4}0D+7aa.110.0 i ,4inda dcadap4 25.517-33287 478.0-110.0 7044-111.0 +70.0 510.0 4700.110.0 •70.0-110.0«7040-170.0 +70.0-110,4 .7ao-110.0 LEVEL 173 REINFORCEMENT 25 E0utl0n 25611-26.618 +70.0•110.0 +70.0.110.0 70.0•110.0+70.0 410.0 t epud4te 21617.28.510 70.4-ito.o .710-110.0.70.0-110.0 +70.1)410.0 .70.0-110.4 -70.0,410.0 W.- 49.425 .Q-nap .16.0-nao GLASS TYPES$-1$ �,� CwlomSk4 10.577-21618 470.0-110D 470.0.110.0 +7MD 416.0 +70.0 410A Cu9em3o• 20517-23518 78.0-110.0 +ra0-110.0+7dD 410.4 470.0 411.0 +704-510.0•70.0 410.0 70.0-110-0 70.4-110.0 Stmdard PW 17517-Mold +700-11010 +70.0.110.0 +70.0.110.0 .70.0-070.0 � 'm'� GluW dPrW- 17.517.20516 70.0 410.0 70,13-810.0 .70.0 410.0 •70.0•11D0 +70.0-110.0 •70.0 Alto 1•70.4 Alto +70.0210.0 SILL >: Ctsb.sh. 14.517-17.516 +700-110.0 +74D•110.0 +70.0-110.0 +70.0•1100 t3gtom9aa 14617-17.018 +704-116.0 70.0 710.0 +70.4 410.6 70.0 418.0 .70.0-10.0 74.0-MD+700-110.0 +70.0-110.1) (REINFDRGEMENTS SHOWN QIN FIGURES ABOVE APPLY upin,6ee 12617-14.fi78 +700 410.0 +7410-710.0 +70.0-170.0+78.0 410.0 CusomSlcr 12617-7451p +740-110.0 +713.0-770.0 10.0-110.4 .70.0-110.0 •no-110.0 •70.0-110.0 +70.0 470.0 704-110.0 blded 11377-1TO ALL CONFIGURATIONS) a2576 +700 410D+70.0-110.0 470.0 41MO MO 4 Shoe t il-w-12.516 70.0 410.0 748-10.0 70.0 410.0 70.0-110.0.IQ6-ttM0 +78.0 Stop 78.0 Mo.9 740-144 Tdw 38.517-41.864 +700 418.0 +70.0 1•110.0 +70.0•110.0 +70.0 4100 Ta9ee1 36.6t1-41.644 +701-10.0 •no-710.0 •700-10.0 +700-170.0 700-1110+70.0 41MO •70.8-110.0 •70,0-709.7 fitatdetf CtCapa 315}7-36541 +700-10.0 +M.o-1144 +700.10.0 +740•510.0 SSop0e16 C85a1a 31.617-3 8 515 .70.0-110A 70.0-11M0+740-110.0 .70.0-10.0 +70.0 Alto+70.0 4140 4700-111.5 700-5010 EOadlaa 2d517.31.3te +709-010.0 .70.0 410.0 +70.0 410.0 +700 410.0 I Eou b 28.617-31.510 70.0-110.0 70.0-110.0 •70.0-170.0 +7411-110.0 110,0-1140+70,0-110.0 70.0 4D7.0 -70.01-11044 8mrdadP.Aw 25617.10,516 +70D-10A +709-1169 +70.0-070.0 +MO 4100 SmllO.ta Fn08w 23517.28A16 +70.0 4f4A •70D•1140 +119-109 +70.0 4140 *740.-110.0+70.0 410.0 +70.0-10.0 +70.0-105.2 02 QeI mgoo 20,517-21.616 +70.0-110.0 470.0.110.0 .70.0-110.0 +70,0•110.0 87 Cuatoms6o 20.517.22518 740-10,0 •70.0+110.0 •700-110.0 +70.0-110.0 .70,0 7110,0 700-1140 •700•lto +70.0-107A 0701070 Glu 17.617-30.515 .704-10A 470.0-it" +700.110.0 +70.0.10.0 cudom84e 57.517.20514 70.0-510.0 •70.0 410.9 •709 4110 70.0-110.0 +710 410,0 +70.0-110.0 +70.0.110.0 •704-108.0 t?mtom 640 14517.17618 +700 210.11 +70.0 410.0 +700 410.0 -IDA•11D.0 Dudpm Bice 14.577.17518 +raa-1700 •700•1100 •70.0•10.0 •70.0-109A 70.0-1020 +70.0-100.5 •TtD•100.6 •70.0-100.6 QObm Bee 75017-14.518 +70.0.110.0 +700 410.0 70.0 410.4 740•1110 Cud=Sum 13.017.14.515 +70.0-110.0 +70,0-110.0•70,0-108.2 744-1017 .70.0 47.1 70.0 04.4 1•70.0 444 70.0 94.4 Shmnt 1.854-13.0t8 +70.0•t10A +70.0•"do +70.0.118.0 +700•110.0 Shoaai 77.864-13.016 +MO.110.0 •70.0•110.0 70.0-1028 •70.0 970 7aQ 413 +70.0 4.047 +70.0 40.0 +70.0 410 rivet 3a511.41.641 +700-110.0 +70.0•110.0 .0,.O •110.0 470.0 1110 Ta t 32.517.41.644 .70.0•110.0 •70.0 410.0 +70.0-110.0 +70.0-110.0 •70.0-110.0 •7011-110.0 •70.0-101.5 70.0 4e.D C.wm BE. 39 517-30518 +70.0 410.0 +ro.a•1laD 76.0.1aa+70.0.11do ausam8tm 36.517-39.516 •70.0-110.0 711.0-110.0 +700-10.8 70.0-10.0•70.4-110.0 AD.p-7140 +70.0-1017+70.0 46.3 E*Wpb 35517.38518 +700-110.0 470.0 1.110.0 1+70.0 410.0 +710.110.0 Epua4le 25.517-3a516 •70.0-110.1) +70.0-110.0 70,0-10.0 .70.0-110.4 +70.8-144•70.0 1110.0 .70.8-100.4-70.048.0 75 .004411 See 3257 7-36516 +raa 41ao.ro.o•100+70.0•110.0 +700-tia0 75 Cu14am8t4 3107-35518 70.0-146 .78.0-110.0 +70.0-10.4 +70.0-110.0 70.0-11Qa Ito-lt10+70.0-iov.T 740 452 660dNC R01ew 18,517.32615 +70.0-it .70.0.110.0 +70.0-110.0 +70.0 •11110 Smiditd Pro4W 2&517-32.518 70A 410.0 •70.0-110,0 70.0-110.0 70.0-110,01-70.0-110.0 •70.0•105.0 •7D.D 401.0 70.0 441 Caton Sim 26.SiT-29518 +70.0 4100 470,0-110.0+70.0-110.0 +lap-IWO Coalm.8m 24517-20.818 +700 410.0 .70.0-110.0 no-167,8 +70.0 402; 70.0 449 70.0 96.4 •70.0 -014 +70.0 444 sh*-t 26616.28.615 +700•110.0 +70,0•110.0 +70.0•110.71 +70.0.110.0 Shmmat 25.618-20.610 +70.0-110A •7Qo -110,0 .70.0-104.0 •70.4 40.1 .740 -06.4 •70,0 -024 +70.0 924 70.0 4124 Eq�aWte 34611.01.800 470.0.160 4700.11ud 7aa.7100 +TDA-1100 E4udie4 02.617.41.564 Tao-11011 710 4100 •711.6 410.0 •TOX-140 +710 4100 70.0 401.8+7aa -lex 70.0 W. GLASS TYPES6THROUGH e4 cusmm sw 84617.30618 +70.0 410.0 .70.0•140 76.0-7700 +740 410.0 w Caamm Sae 35617-34516 75.0-110.0 70.0-10.11 •70,8 507.0 .70.0-1024 •7aa 48.0 .709 48.4 70.0 46.4 70.0 41.8 16 MAY NOT BE USED WITH 1'mtdadPmimr ]3518-sssle +749.110.0 rtrao 41410 +700•tsaa +TaD-1700 B1tMeraProAom 01818-a551s 740 41to «70.4 4100 *7aD-1024 +700 4x0 710 43.3 +70.0 40.1 70.,0 -e10 +70.0 -Pao ,}.CHANNEL OR INTEGRAL PRODUCT REvt5ED 9578 Tdwt ••-41.044 +700-1100 +70.0•10.0 +rah-11110 +7013•1100 91,78 To" e-41,44 0940-116.8 470.0-110,0 70.0-1026 lap 411.0 710 413 7044 -00.1 704 46.4 +70.0 40.0 •FIN FRAMES PRODPIIyLSREVI the Flwide SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11.SHEET 14 FOR ANCHOR GROUP AND QUANTITY. .BuildingCodt "MIN,SASH HEIGHT=WINDOW BUCK HEIGHT-60.136 `•MIN.SASH HEIGHT=WINDOW BUCK HEIGHT 50.136 AtcePtrmoONoj . wa,a71 E*radaaDasa B4so'i Product Cumtoi NOTES: >)t•; No,5910$ 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. %7�1:•` 1070TECHNOLOGYDRNE N.VENICE,FL 34276 ,3 DESIGN PRESSURE TABLES ROSOWSKI 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE, AtOftIDP,.•'•�\•" (641}160.1000 ' Dow 3 EFOR STZESEOTSHOWN,, ROUND UPTOTHENEXT AVAILABLE WIDTH ORHEIGHT DIMENSION SHOWN 'j`7�1�h/'A`L PD SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 A LYNN MtLLF�i`P.E. N1Wt9DHtaFSERVIb SeRes/f0m., to. 1 Slr9b Dro"N4. Rae: REA 58710.5 CERT.OF AU HI. SH-5500 NTS 7 OF 13 MMI-15500-01 B ..a000�oo®oar .. .. -000ea000000aooaooaoao o©Qo©©QQQcc©Q©©QQ©Qoo©QQ©QQQ©©©©©Q©©QQOQQQ©©©Q©Q©©©�- .aaaaaaaaeaoacaoaaaaaaaeaoaaoaa cccQocQaQQQcccQ©©©©©Q©Q©©©©a©QQQ©oaQQQ©QQa©©©eo©aoaa coQCQQQQQcc�Q©Q©QQQCQ©Q©QQQQQ©QQQQQ©©Q©QQQ©©©Q©©©©©� aaaaoaaaaooaaaaaaaoaaaoaaaaaaaoaoaaaaoaaaoaaaoaaaaom oacQocQQQ©QocoQOQ©Q©aaQ©Q©©a©©©©oQa©©©oQ©a©v©aa©aoa�� coQc©QQQQcc©QQQQQ©QCQ©Q©©aQQ©©Q©QQ©Q©Q©Q©Q©QQQ©©©Q©R-1 occQcoQ©Q©QcccQQQQQ©QQQQQ©QaQQQQ©©a©©QQ©©v©Qaoc©aaaa��. .:cQQc©QQ©Qcc©©000Q©Qc©Q©Q©QQQ©©QQQQ©Q©Q©QQQ©Q©Q©©©©©�-�- cccQcc©©©QQvoc©©Q©Q©©©©©Q©QaQQQQ©©oQ©Q©©©v©©©ca©aacc�� l ©©©© oco©ooQ©QQQocoQQQQQOQQQQQ©QOQQQQ©©oQQQ©Q©o©Q000©aoa�o8 cccQccQOQ©QcccQQQQQ©Q©Q©Q©QaQ©QQ©QooQQQ©©a©QQoa©aooa�� Q©©QQQQ©Q©©©QQQ©QQQ©©©DDD©QQ©©DQ©0Q©DQ©00©DQDQ©©DQ©m� cccQccQQQQQoccQ©Q©Q©©©Q©Q©Qa©QQQ©QaQQQQQ©a©Q©aa©aooc�cm�� cQ©cQQQQQcc©000Dc0QD©QD©©©QQQQ©QQQ©©DQ©QQQ00DDD©DQ©� - aaaoaaaaaaaaaaaaaaoaaaaaaaQaaacoaoaaa0acaoaoaoaaaoo oocaocQQQQ©cccQQQ©Q©©©QQQ©oa©QQQ©©aQ©©©©©v©©©aaoaoa cQQc©©Q©QccQQ©Q©Q©Qc©©©©QQQQ©©©©©QQ©©Q©QQQ©QQQ©Q©Q©�-� aaaoaaaaaaaaaaaaaaaaaaaacaaoaaaaaaaaaaaaaaaaaoaaaoo.o cccQccQ©QQQcccQQQ©Q©QQQ©Q©Qa©QQQ©©v©©QQ©©v©Qova©aoo�0 - 000©ccQQQ©©covQQQQQ©QQ©©Q©Qoa©QQ©QOQQQaQQo©Q©oa©ooc,�.�� o©Qv©©QQQoc©QOQ©Q©QCQ©©©Q©QQ©©QQQQQQ©Q©QQQ©Q©Q©Q©Q©,m�. . cocQccQQQQQcccQQQQQQQQQ©QQ©a©QQQOQaQQQ©®©v©©©aa©ac©��- . � cQQCQQQQQcc©Q©©©Q©QCQQQ©©©QQ©©QQ©Q©©©Q©QQQ©©©©©©©Q©�- cccQccQQQQQoccQQQQQ©QQQ©©©Qo©©QQQ®aQQQ©Q©a©©©oa©aoa�0� - - occQccQ©Q©QoccQQQ©©©©oQQQ©©c©©QQ©QaQ©©©o©a©©©aa©aoaa��� ©©©Q©©©QQ®Q©Q©©©©QQ©©QQ©Q©Q©©QQQ©Q©Q©QOQ©Q©Q©Q©©©Q©o _ � cccQccQQQQQcacQQQ©Q©©©QQQQQaQQQQ©©aQQQQ©Qo©QQoa©aaa��� , `� cQ©coQQ©Qcc©Q©©QQQQc©©©©©QQQ©QQQQQQ©oQdQQQ©Q©©©©©©©�- - = t aaaoaa000aaooaaaaaaaaaaaaaaoaacoaaaaaaaoaaaaaoaoacgo - - � � o A� vocQccQQQ©QcocQQQQQ©Q©QQQ©QOQQQQQQaQQQ©Q©ooQ©oa©aoo� oQQc©QQ©Qoc©©Q©©QQQo©�Q©QQQQQ©Q©QQ©©©QQQOQ©Q©©©©©Q aaaaaaaaoocaaaaaaaoaaaoaoaoaaaaoaoaaaoaoaaaaaoaaaao - _ _ cccQocQ©Q©QcccQQQ©Q©©©Q©Q©©cQ©QQ©QaQQ©Q®©a©Q©aa©aaa�.8 . oQ©c©®Q©Qcc©©©©oQQQOQ©©QQQQQ©©Q©QQ©Q©QQQQ©©Q©QQ©©Q©moo. cccQccQQQQQcccQQQ©Q©Q©Q©Q©QaQ©QQ©QaQ©©v©©v©Qova©aac��. : :, oQQc©©Q©Qoc©QooQQQQ©Qo©©QQQQQ©QQ©Q©©©QQQQQ©Q©Q©©©©©�-�, - . cccQccQQQQQcocQa©©©©aQQQQ©Qa©QQQo©aQQ©Q©©a©©©aaoaao�. _ coocQQQ©Qcc©Q©©©Q©QooQ©QQQQQflaQQ©QQ©©©QQ©Q©Q©©©©QQ©�0. cccQco©©©©©ccocQ©QQ©QQQQQ©©o©QQ©©Qa©QQ©Qoa©©ova©aoQa� - • � : iz - j • ��OD©aDaaaaaaaaDDaaQaDDDDaDaaaaaflaaaaaaaDaaDQa©DaaaaDa • , �DDDDQaaaaQQQDQaDQQQQaaaQQQDaaaaGQQQaaaaaGGQQflQQGQQG �CDCDCGDDflGflflaflDDGflDQ©©DDDDDDDQQDQDDQQCCCDQDQDCC©OCC ��maDaD©aDDflaaQDQDaQDDDDQaDDDaaaaaDDDaODDDDDDDDDDaDDDD �a©aaaaDaaQQQaaaDQQQaaDaQQQDQDaaoaQQaaDDDGGQQQQ©GQQG - C�GGCDCCDflDCaflGIDDDCflDQQD©CflflQQQQ©aQDD©QCCCDQQQQCCQCCC • maQDaaDDflDQaDDDaaQQaQaaaDaaaaaaaaaaaDaa©aaaaaDDaaaaa - 'DCCC©aflflaaDaDQfl©flaaaQQQQDflflQDflaflaflDCQQQflflaflaGCQDflaaCflQC ; MUN DDD©©OGD©©DDDGDD©©©0D©©©©©©©©©©©©©CCC©DD©DCCDCCC o©©©o©©© ©©©©o©©©©©©©©000©o©©©oololl ©000 CH maaaQQD©aaQaQflaaaaQaDaaaaflflflaaa©QDDaaaflflaflaaflDDDDDaa DDDDflDDaaQQDD©DDDQQaD©aQDDD©a©flCQQQDDDDDCCDQDDQCQQC oo©GGDDao©DDDDQCDDQDD©oa©©©flQQflQD©©©GGG©DDDDCCQGGG •" ��m000000000000000000000000000000000000000000000000000 (� flDDDaDDaDDDQDDDflDQDDD©©DDQDDafl©CQQQDDaDDCCQQDDflCQQC l _ CCCcalaamoflaaaQQO©aQQQQflDQQQQD©DDDQ�DCCCQDQQDGG©CCC �m000000000000000000000000000000dov000000G000000000Go - �m000DGGaaaflflflaDOQGaaDDQ©oflaQQaQQflQQQQfl000QaaflaccQocc 000©oo©©©v©©vv©©v©©©©©©v©©©©©©©©©©©©©ocDG©©©©ME!! oaDDaa©DDDaaaDDaDDDDaaaDDDDDQaDaDDDaD©aaDaDDDa©aaDDD M�flaaa©flaaaQaQaaaaQflaaflflflQflQaaaflflaaaaaaaaaoccflfl©acoao CBCDGGDDflGDaDflDQflflDQQQQGflflDQDQQDQQQQQCCCQQQDQCCQCCC �DmaDaDD©aDD©a©a©aaDDa©aDa©aaa©aDaDaDa©©aDaDDDDaaao©D© - �aaaaaflaflDQQQaflaDQaaaDflflQQQflDflaaGaQDaaaaaocQQaQ©oaac ' • �GCCDaoDDDGaDDQQQCDDQQQ©oflaQQQQQQQDQQQcccQQQQDccDocc mDaaDDQDDDaaaDaaaDaDQflDflaaaaaDQDaaaaaaaaDQflaflQQaaDaa .., DaflDflaDaDQflQDaaaQflflDDDDQQQDaflflaCQQQflflaaflGCDQQQQCQQC B CCCDDD©©DD©00DDDGDDDDDI�DDD©©©©©©©DDD©CooDDaDD0 C0 000 mDDaDDQD©aDaaaaDDDDaDaaaQaDaaDaaDaaaaaaaDQDaaaQ©aDDa �aaaaflflDflflaDaaflflflQQQflaaaQQQaaflflaGQQDaaaflaocQQQQDGQaoGGCDGDaDaCaDaaQQGDDaaQ©oaaDDDa©DDQDaQGGGQQQQQGGQGGG m0000a000000000000011111211010Ica 00000000cc0000 Qfl ©©©©QQDDDGGGQQQQDCCQCCC m000000000000a00000000000000000000000000000000000000 � maDaaaDaDaQQQQQDDQQQQaaaQQQaaaaaGaQQDaDaaGGDQQQQCQQC��GGGflCGa©DoaflaaQQoflaQQaQoflflQQQQa©DQflQacGCQQQQQacQocc � �aaDaaaaaaflflflflaDaflDflafla©aaaaDDDaQaflaflaaaaDQflflflflflafl a©DDD DD DDQDQflaaaQQDflfla©QQDDDDDDGDDQDDDDDCGDDQDDGQGQDDC B�flooaooflaDo©aDflDDCDDQD©©GDDDQD©©flDQQDDGGGDDQQCGGGaD Dfl© DaflDDDflQDQDaaDQQQDDfl©QQQDflDDDGQQDDDDDDGGDDQIowa CGCDCOD©DCDflDaQDD©flDDQDCaaQQQD©flDQQQDCGGDQDDQCC©CCG �Dmaga©DoaaDDa©DODaa©aaDDDDDDaaDDaQa©aDaDaaaaDDD©aaaaa �flaflflflflflaDQQQDDflaQQQaaflQQQQDDDaaCQQQflflflflflCGQQaflQCDQC �GDGDGGDDDCDflDDDQGaaQDQ©CDaDQDD©DQQDDQCCCQQDD©CCQCGG.. �80lsDflD©©©DaDDDDDaDDD©aaD©aDaDD©D©aaDaaaaa©©©aDDova©aDD �DflflaflflDaaQaaflflfla©QQflaaaflaflaaaaacQQQaaaaaccQQQ©acflQG �000DGCDDaCDaDDQQGaDQQQ©CDDDQDQflDQQQQDCCCQQQQQCGQCCC �DmaaaaQDDaaaDQaaaaQQaQaaaQDaaaDQaDaaDDaaaaaaaDDDaDaaa �aaaaaDDaflQQQDQDaQQQDaaaQQQaDDaaGQQQDDQaaGGQQQQ©G©QG �CCCDDD©©DDDDDDDDCDDDDDDDD©D�D�aDDDD©D000DDD©©CCDCCC �8m00000000a000000000000000000000a00000000000000000000 �flflaaaaaaaQQQaaaflQQQDDaflQDQflaflflaGQQDflaflaflGCQQQQflGflflC. _ �000aooa©aoD©DDQQGDDDQD©GD©QQ©DaaQD©©QGGGQDQDaGGQGoo m000000c0000000000000000000000a000a0000000000v000000, -��flflDDDDDDflQQQDDDflQQQ©Dfl©QQDDDflflDGQQDDaDDDGGQQQQ©GQDG �000aooaflDoaaaaDQOQaQQQQoaaQQQQQQQQQQQGGGQQDQQGCQccc •:�000�o©�os� . : .: • occaoconaa©oocanaaa000©vaQQa©©©aQQaoon©©QaQnQao©ooq�. cnacaaacaccccccmcaacQnaQQa©aQQQQanaQQQQaaaQQQQaQQQn mOB •oaoaaaaaaoaaaaaaaaaaaaaaaaaaaaaaaaaaaoaaaaoaaaaaaaao _ cccaccnaaaacccnnaaaQnaa©nQQa©©aaQna©aQQnQaQQQacnoao�; . cnacaaaaaccnQQQQnancnQQQQaaaQQQQaaaQQQQaaaQQQQQ©aQQmOB .. .QQQnQQQQQQQQQQQQQQQQQ©QQQQQQQQQQQQQQQQQQQQ©QQQQQQQ©o cccaccannaacccnnnaaQn000aQQenananQaaaQnnna©QQaaQaaa��.: cnncnaancccnQQQnaancnnQnQaacQnQQa©annnQ©nnQQQnnQQnn nQQQQQQQQQQQQQnQOQQnQ©QQQQQQQQQQQQQQQQQQQQQQQnQnQ©©o� cccccccaaoacccnaaaannaannnnano©aQQaaannnnonnnaanaao��� cnccnnaccccQaQQaaaccQQQQaaccQQQQ©acQQQaaaaQQQan©QaQ� . � QQQQQQQQQQQ©QQQQQQQQQQQQQQQQnnQQQQQQQQQQQQQQnQQnQQ®o :. ..cooccccananaccacnaaQnaanannanaannQanaQQnnoQQQaanaaa�aB ccconaccoocmccccccccmccocaccnnQanccQQnaaccQQana©QQn ©©QanQnnn©anQaaaaaQQoa©aaQQQnaaaQQQanQQQQQQQQQQQQQQo ccccccccanacccccnaannaanonnannaaQQaaanannonannanaaa��� ncoanccconoQaQaaccaaQQaaacccnQaacccnanncccQnn©cnQQn nano©annnnnoonnnoanananaaaaQ©aaanQQQaQnQnQaaa©QQQQnsv cccccccanoacccccnanQcanannnaaaanQQannnQQnaQQnnannaa nacaacccaaaQQaaacccaQQaaacacQQaacccQa©acccQ©©acQQ©©ate - nnnannnnannnaacanoaannQannnQ®aaaaQQaaaaQQQQQnQQQQQ©sv� cccacca©aaacccanaaannnnaaQQanaaaaQanannnQaQQQoanaac��� caacaaaaaccaaQQQaaacQQQQQaaaQQQQaQaQQQQaaaQQQQQQQQQ aaaaooaaaaaaaaaaaaaaoaaaaaaaaaaaaoaaaaaoaaaoaaaaaoco cccaccaonnacccaaaaa©©v©aaQQa©aaaanaannn©©aQQQaanaac' coccnaaacccQQQQQaaccQQaQQaacQQQQaacQQQQaaaaQQQaQQQ©�� QQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQnQQQQQQQQQQ©sv cccccccannacoccaaanonannaQQoaaaaQQannQQQnannaacnaaa��� caccoacccccnnnnnoaccQQaQaaccnQaQaacQQQaaacQaa©aQnQna�- - QQQQQQQQQQQnQQQQQQQQQQQQQnQQQQQQQQQQQQQQQQQQQQQnQQ©o cccaccccanncccccaannnaaaanaaoaaaQnanonnQnoQQnaanaaa���- �.. cccoaaccooanQQaaaccaaaaaaaccQQQnnocQQanaacnnaaaQnQna� . - QQQQQQnQQQQQQQ©aQQQQn©QQQQQQaQQQQQQQQQQQQQQQQaQQQQ©.o cccccccccaaccocccanQccaaannanaaaaQaannQQQaQQnaaanaa�� v©©©©©©oo©ooa©on00000©©©000©vv©Qv©©oo©v©©©v©©©©©©©©o ccaccocccaaccooccnnncccccccoccaaananaanQQaann©amomc aCGaCCaaaaaQQaaCCaaaaaaaCCaaQ©aacaaaaaOccCaaaccQaaQ�- nncancccaaanncccacaacccaaaa©ccaaan©QQaaaQnnaaQQnnQ©o nncccocccanoococcnn©cccaaaQaccaaaQcnaaaQQaQQnaannaa��e ooaaccoaaaaQQaacc000QaaaccaaQaaacaoQaaccccQaaccnann ccc©occcaQacccccccaaccccQnnncccanaQnQaaaQQnanQQQnnQo _ � cccnccnnnnncccnanaaQoa©aa©©onaanQQananQQQanQaaonaac�� � cnacaaaaaccQQQQQaaacQQaQQaaaQQQQaaaQQQQa©aQQQQQQQQnom : = . . � aaaaaaaaaaaaaaooaoaaaaaaaaaaaaaacaoaaaooaaaaaaaaaaasv �.� _ cccaccnanaoccccaoaa©naaaaQQanaan©©aaaaQQQananaaQaao��� ::. _ A� caacaaaaaccQaQQQaaacQQQQQaaaQQQQaaaQQQQaaaQQaQQQaQn� YY. _ _ _ nnQQQQnQnQQQQQQnQQQnQQQQQQQQQQ©nnnnnQQnnQQnQ©QQQQQ©m caacnnoaaccnnQQnaaac©aQaa©aaQQQQaaaQQnQanaQQQaa©QQn��� QQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQnnQQQQQQQQQQQQQQQQQsv cccnccaaanncccanoonQoaaanQQaannaQQanannnQaQQnaanaaamBB. caacaaaaaccQQQQQaaac©aQQQaaananaaanQQQQaaaQQQaanQQna� . ± QQQQQQQQQQQQ©QQQQQQQQQQQQQQQQQQQQQQnQQQQQQQQQQQQQQnso . ' cccaccaaaancccananannanaaa©aaanaQQanaQQnQanQnaanaao�8.. caacnanccccQQaaaaaccQQQQaaaanaQQnannnQaaaaQQnnaQQQn - QQQ©©QQQQQQQQQaQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQ©o cccnccanaancccaccccmcccconQaoaaaQQonnQQnQan©QaaQaaa, 8 cnccaaaccccQQQQQaaccQQ©aaQccnQQnacaQQaaaannQananQQ© nnaannnnnaannannaaQQnaanQnQQnanQQQQnnnQnnnQQQQQQQQ©m . cccoccaaaancccannanQnnnaaQQannna©©anannQQeQnQaaQaaa�. caccaaacaccQQQaaaaccQaQaaaccQQQaacaQQaaaaaQQaaanQano�88 annnnaQnaaQnaaaaQQQQ©aaQQQQQnnnnnnnnaQQQQQQQQQQQQQnsv .c 3.500• 3.500' 3.500" 3.500° -�-I�-- .062° -►I� .062' -��- .082" -�-�� .062" L�� '-w"1 1.184' �-+- TF�=LG ,.4183• tt ,.483 a 1.483 ,.483• .070' �I - In L C7O0 �� �� CI�� [11 nj 716• 810' 07W - .625' O 1 FLANGE 1.376• O FIN 4 LIGHT SASH ➢HDuH F .150" TT O HFAD)MAMB FRAME HEADUANB FRAME HEAD/J AMB O HEADMAMB FRAME 1.3 O REINFORCEMENT O REINFORCEMENT 3A83" 070° 1.182• 3.483• -•"� 3.483' -� 3.483' -� .070' .062• ��f- -062' --►�f� .082' O -+�E� .062° .791• 1.036- 1.041' I 2.444' 2.444' D ISI-� I�II D ��{ 1.331' �+- --�.I 1.340' �-- 2.444' STANDARD HD MEETING RAIL a 28 MEETING RAIL 27 REINFORCEMENT Q�❑ O�O� OQ REINFORCEMENT �OQO "r O QUALLEG FRAME SILL FRAME SILL r OO 1.375" Oj SILLE OO EFRAME SILL 1 1.375' r �+- 1,872. 1.641' . 1 -«{ 12,5• r 1.830' I I 1.376• �1 1 � 2.100' -►{ 2.176' 1.472- 1.830' .47Y .087 0 0 .065" 1 y , .035" .974" (( � _L .59900, 07`•0•J I .050'L'i I.5u180" .050' r .347 .1 , -J .070' FIXED 1' 1 000' BALANCE 7SASH STOP �L LIFT RAIL BEVELED BEVELED 14 MEETING RAIL +6 SASH RAIL 17 COVER 18 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER PRODUCTREVISFD .complying with the Ftmxtda ``1111 I I!111111 Boildmg Cade Acceptance Afo f Rarfsbn: orbs Data .318" 864° .115' -�{ .300' `a�?O VLCEN,p• �Ve Sa �{ . I 'J_. Q' 5 o �.TT' .750• ==*r No.587 GS .035° -�•{IuJ�� .025" ��-� - GAAM � - DmsnLAMI IG ExTRUDED ROLLED %AO•'•. F�= k/�: 1070 TECHNOLOGY DRIVE WINDOW EXTRUSIONS J ROSOWSKI 72 8D 81 'T �/ N.VENICE,FL 54276 Oah: OBEADING SCREENFRAMESCREEN FRAME OR10p '' e4+ +ems Snue:INGLE HUNG WINDOW INSTALLATION-LM 05/15/15 G� ..JYALIEN.�`` Por�eaus�lw�aa Attr+Io918t1Esmveo SodeslModlkSeale: Shaet Om.rng Na Rer. A LYNN MILLER RE SH-5500 NTS 11 OF 13 MD-SH5500-01 B P.Effi 58705 CERT.OFAUTH.#28296 SILICONE HOT-MELT BUTYL TABLE 12: TABLE 12,CONT_ STRUCTURAL Bill of Material Bill of Material,eonLSTRUCTURAL SILICONE FOAM Pad3116'NOM. # Part# Description Material # Pa # Description Material POLYISOBUTYLENE 1/4'NOM. WITH DESICCANT WITH 1 620101 Single Hung Frame Head 8 Jambs-J-Channel PVC 72019 Auta ec sm C Steel DESICCANT 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc EX7,GLASS EXT.GLASS 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Aute 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 SWDH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep lock Keeper Cast Zinc 6 620106 SH/DH Frame SIN-Flange PVC 50 ?76X34PPA #6 x 3/4'PH.PH SDS(Keeper Screw) SS INT.GLASS INT.GLASS 7 620107 SWDH Frame Sill-Fin PVC 51 420181 UR Beveled TIN Latch Comer Key PVC 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 LIR Pull Rall Tilt Latch Comer Key PVC KODISPACE SUPER 14 620131 Fixed Meeting Rall PVC 53 7634PHFL #6 x 3/4'Ph.FH SDS(Comer Key Screw) SS 4SG TPS O SPACER D NXT 1M 16 620129 Sash Rall(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 T5 At 57 420186 Plastic Tiit Latch Finger Pull PVC - *REEMENT POLYISO- DESICCANT FILL AREA ZO 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tilt latch Finger Pull Cast ZincBUTYLENE 5/16'NOM. 21 620157 Beveled Interlock 6005 T5 At 59 420180 Pivot Bar Comer Key PVC SEAL 22 620145 Beveled Interlock Cover PVC BD 720208 Pivot Bar SS BUSILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 AI 63 720191 Sash Pull Handle Cast Zinc DESICROLL-FORMED 25 620152 HD Sash Reinfarcement 6063 7B AI 64 720194 Sash PWI Handle With Latch Assembly Cast ZineFSTAINLESS STEE26 620153 Standard Meeting Rail Reinforcement 6005 T5AI 65 7B34FPT #8 x 314'Ph.FH SDS(Pull Handle Screw) SS EXT GLAS27 620154 HD Meeting Rail Reinforcement 6005 T5 AI 66 420188 Bottom Latch Strike Plate Cast ZincEXTGLnSS 30 61644 Weatherstrip,.187•x 270'Fin Pile 67 ?78588 #8 x 5/8'Ph.FH SMS(Strike Plate Screw SS 31 60300 Weatherstrip,.190'x.300"Foam Bulb Flex PVC 72 720135 Lami I.G.Bead PVC32 61719 Weatherstrip,.187°x.220'PolyPlle 74 Backbedding,GE 7700 or Dow 791 SiliconeSS INT.GLASS 33 61825 WeatherstriPlug,.220'Fireeai 751 71646N Setting Block(718"x 1"x 1/8"),85+/-5 duro. EPDM DURASEALP XL EDGETm 35 78X1MTTr #8 x 1"Ph.PH SDS(Interlock Mounting 5CM4 80 61012 Extruded Screen Frame Alum SPACER O 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Rall-Formed Screen Frame Alum SPACER SPACER 37 71669SP IMeeling Rail Screw Support Plate 6083 T6 AI 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 3/4'Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816048 Screen Cloth Fiberglass 43 720205 Spiral Balance Stix: Nylon 87 61635161614 .140"Screen Spline(MaehinelHand Rolled) Vinyl 44 78XI14FPAX 08 x 1-1/4'Ph.FH SMS(Spiral Balance Screw) 410 SS Part# DeccNptlon Material PRRBVISFD cs cmomplyiPlYinB with the F1arWa iD8 code 76 Kommeriing 4SG TPS Spacer System AmPIMCO No 17-D690-c 77 Quanex Super Spacer nXr wkh Hot Melt Butyl See this 1'I'111 Revidi= 'Num I, 202D Sheet for ��`aOty LYNN�i,,� MaBY 78 Quanex Dureseal Spacer terials �� �' v1cENSF .,((% t�1ra t ode Product 79 Cardinal)Q.Edge Spacer ;F.p REFERENCE TEST REPORTS:FTL-8717,8968&8970 z*; No.58705 —_ • * ® BK =A a2 { (r; ioroTECHNoLoGYDRw BIOF MATERIAL(BOM) J ROSOWSKI Off'., STATE OF N.VENICE,FL 34Fr6 .......... .•'\t��� (eN}480d800 DW oats: NOTES: 's Ny,a„o,a„ SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 . S ONAL E G.. '1/111111111'1 Ia011roPO7 MSERVIED swr lYod h. Sella: SIMM: Orvr.7iW Na n.Y: 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. A.LYNN MILLER,P.E. SH-5500 NTS 12 OF 13 M D-SH5500-01 B 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.119 5870.5 CERT.OF AUM OMM OPT.SWEEP LOCK � �\ O 46 48 on.AUTO LOCK 47 20 57 OR 58 48 86 O 51 OR 52 451 OPT.PULL RAIL � 22 82 ORO 19 INTERLOCK$ .,•O COVER 66 O 88 87 OPT. BEVELED MITERED FRAME WITH 21 INTERLOCK INTERIOR AND EXTERIOR 16 'o $COVER FRAME WELDS n X4 18 +\ n xa ` 63 80 OR 81 50 1aTOBpV"NCB--- �. 1\'• SCREEN pOH: 60 OPT.PULL HANDLE ASSEMBLY 64 WITH LATCH DETAILS 41 40 CONSTANT FORCE 1 �` �' 18 OO 83 ;. BALANCE OR 'BULL 40 ORO —@8 SPIRAL-BALANCE HANDLE 63 67 16 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR ASSEMBLY FRAME WELDS 36 DETAILS � y�� EXTERIOR 38 r i� 59 `` / ----._.�- A `'•� 4RODUCT REVISED p� 63 as�plYil'3 tvitittin Florida 5 �` "-------- -T TO-,-NLA i) Bwidins Code A—pimm No IIT •----- - `_ - Exp;mtion Date r QD FRAME \` �.�` NY LYN ��/�i ~Revimon: B ASSEMBLY ceiuSi '%, id pm&Kt DETAILS F '4c�s Z*: No.58705 �,• Drown BY EXTERIOR 1070TECHNOLOBYDRNE E ODED ASSEMBLY J ROSOWSKI NOTES: 0,�•.• F N.VENICE.FL 34276 7Ttle: . F •,TORID?,.•' Com. (941}48a16oB SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2J-C NEL FRAME SHOWNS N, PARTSHOWN#I&5.OTRAWINGHER FRAMEOR T CLARITY. �i�iS�O 1G\�`\ [rorryroKrozan �/fid• y�ia sheotr prawlwy No. Rar. 2)J•CHANNEL FRAME SHOWN,PARTS#1$5.OTHER FRAME TYPES APPLY. NAL � ncrwlxisraEs,liac. 4)USE ETHER SASH TOP LINFORCEMENT OCKS OR SASH BOTTOM LOCKS.DETAILS ON SHEETS 6 87 A.LYNN AIIL�t�1P.E. �uwxattsl�s�nvm SH-5500 NTS 13 OF 13 MD-SH5500-01 B ' P.E#58705 CERT.OF AUTH.#29296 rob@eastcoastiumber.com CONFIDENTIALITY NOTICE: This message is for intended addressee(s) only and may contain information that is confidential,privileged or otherwise exempt from disclosure under applicable law. z