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HomeMy WebLinkAboutProduct Approval MIA :DA MI- DE)- MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD kND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) pr—r—OVED www.nPamidade.gov/eeonotny PGT Industries,Inc. 1070 Technology Drive JUL 2 4 ?019 North Venice,FL 34275 1 - SCOPE: pornIMIng ST. Lucie Cou"Ity, 'tinq This NOA is being issued under-the applicable rules an - tr atrNa ing 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-550011 PVC Single Hung Window-L.M.I. CL APPROVAL DOCUMENT: Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- tM",sheets I through 13 of 13,dated 05115115,with revision B dated 06/06/17,prepared by manufacturer, 0 signed and scaled 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. NUSSILE 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 shallautomatically 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 I 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. CMIAMri-DODEWCOMUNTY NOA No.17-0630.05 Expiration Date: July 30;2020 Approval lDate: Novernber30,2017 V//7 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 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. 'PESTS 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 aluminumm sliding glass door, using: Kodispace 4SG TPS spacer system,Durasealo spacer system, Super Spacero-NXTT"x spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTI.-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,.P.E. (Submitted under previous NOA No. 16-0714.03) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test;Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,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 NOA 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. 15- 9.05 L L /F Manuel FerezP.E. Product Controt a 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(Coy imTED) 2. Glazing complies with ASTM.E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS(CONTM ED) 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 5th 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,Product.Control Section. (Submitted under NDA 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. OTFIERS 1. Notice of Acceptance No, 16-0714.03,issued to PGT Industries, Inc.for their Series "5500"PVC Single Hung Window-L.M.I. approved on 08/18/16 and firing on 07/30/20. f Man u er Pere k P.E. Product Con rol E miner NOA No. -0630.05 Expiration Date: July 30,20-270 Approval Date: November 30,2017 E-2 ANCHORAGE EXAMPLE FOR M118"MAX.O.C. Y1-5/8" ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING RADIUS-TOP 54'MAX.BUCK WIDTH FOR ARCH-TOP HEADER(SIM. 12"MAX.FROM MAX.O.C. VARIES PER REINFORCEMENT LARGE 8 SMALL MISSILE HEADER(SIM.FOR ALL FOR ALL FRAME SEAM —�,,,j 30" —�' 12"MAX. / WINDOW TYPES) LEVEL,SEE SHEETS 6.7 IMPACT RESISTANT WINDOW TYPES) M SHEET3 '�B,SEE MAX.O.C. 52-1/8"MAX.BUCK WIDTH _ 10"MAX.FROM SEE SHEETS 1-1/4" _ SEE 12°MAX. / FRAME SEAM �j— B,SEE _,_, 30°MAX.O.C. 12"MAX. SHEET 3 r LI FIXED VISIBLE / D.SEE _-_ 8&9 j SHE +— - j f LIGHT WIDTH --1— SHEET4 A,SEE'---- —' � 12'MAX• I I B,SEE y,_I•�-30'MAX.O.C.--►I' 12"MAX, C.SEE-'-- SHEET3t j j FIXED SHEETS _ _ SHEET4t I / + EQUALLY ( / VISIBLE T A,SEE r___ F—O 2•MAX SPACED SHEET3tEQUALLY 17-718"MAX.O,C. ANCHORSPERILIGHT 17-7/8"MAX,O.C. ��SPACED HEIGHT ANCHORS PER TABLES 411 I L EQUALLY17.718"MAX.O.C.TABLES9.11 Q j • 91.X. PACED I MAX. ANCHORS PER j 84"84" — BUCK TABLES411 / MAX. O I I BUCK �— MAX. _T— HEIGHT AHEIGHT 10"MAX.O.C. BUCK 10"MAX.O,C. 10"MAX.IO.C. BUCK AS SHOWN Q .Q X 4 , y HEIGHT X I (91.78" X I HEIGHT. x �f MAX.) L, I.--- 13-3/4"MAX.O.C. -- j / 13-3/4"MAX.O.C. EQUALLY SASH l 13.3/4°MAX.O.C. EQUALLY / - I _7 EQUALLY I I I L—_— j I VISIBLE SPACED �" SPACED —L SPACED �_ SEE T ANCHORSPER ES ER LIGHT ANCHORSPER j�I SHEETS J j TABLES 411 / A I TABLES 411 j / HEIGHT A TABLES 9-11 / IA 1 8&9 1 / C j 11 j Si I 6.112'MAX. 6-1/2'MAX. 6-112'MAX •1 O ANCHORS AT SILL B 64"MAX.BUCK WIDTH ` Ir SEESILL WEEP- B-.�---•-ANO SASH VISIBLE ANCHORS ILL SEE SILL WEEP- B _,J NO ANCHORS AT SILL `\41 SEE SILL WEEP- D-r--- 1-1/4" —� SEESILLWEEP- '�"I NOTCH DETAILS, NOTCH DETAILS, 54"MAX.BUCK WIDTH -►-( NOTCH DETAILS, NOTCH DETAILS, SHEETS LIGHT WIDTH SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP:EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE 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. .....••..•.....••. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ELEVATIONS....................................NS................ 1 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. FRAME,GLASS&ANCHOR OPTIONS.................2 - 4)ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.WOOD BUCKS INSTALLATION,FLANGE LEQUAL CHANNELEGIBOX.-...3 DEPICTED AS 2X ARE 1.112"THICK OR GREATER.1X 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 GLAZING DETAILS...............................:................5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER.(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN PRESSURES......... .......6.7 5 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS ••...................... ANCHOR QUANTITIES......................................... 8-10 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES........................................11 6 ASSEMBLY&PARTS LIST 114"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. .. 7)DESIGN PRESSURES: 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(FBC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN -ASTM E1300.09 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 WffH OTHER •ANSI/AF&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. •AISI S100-12 as fl plyingwith the F1aidn 10)REFERENCES:TEST REPORTS FTL-7964'&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NDA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEA.IGHTER •AISC 360.10 Boildtag Code SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DRSIQN MANUAL Acwpisnce tdo/7'�'3D•OS - 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. �� / RayWon: re USER INSTRUCTIONS: �� A��.`EN ll % UPDATED TO FBC 2017.-JR- a a1I ada Prndnct ' 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 06/06/17NO,b8705 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. z�• 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN = DeseApBon: Drawn By: PRESSURE FROM TABLES 48.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FORTHE WINDOW =-9 rx= 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. ��:••�[/ N.VENICE,FL 34275 , 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR %0�'. S TE O (V T;Oa: Date: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. �i�� '•.F(ORIDP,.•: 2 (e41}'480-1800 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 5 INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. COPYBIGHT02017 ON11AL11 E�� POT IN Series/Modal: Scale: Sheet Draw ng No. Rer. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A.LVNN t ILLEF2`P.E. �•Mahle RESERVED INTEGRAL FIN OR EQUAL LEG/BOX). P.E.#58705 CERT.OF A(1TH.#29296 SH-5500 NTS 1 OF 13 MD-SH5500-01 B TABLE 1:ALLOWABLE GLASS TYPES Glass Design Pressure Frame Glass Frame Frame Type Description(Elated from Exterior to Interior) Table# Sheet# Types Options Configs. Shapes Installation Options that may be used 5 718'Laminated I.O.:1/8°A Exterior Cep+7/16'Air Space+5116"Laminated;(2)Lites of 1/8'A Glass with.090'PVB Interlayer 4,5 fi (see Fig B) (see Table 1) (see Fig A) (see Fig C) ' 6 7/6°Laminated I.G.:1/8"T Exterior Cap+7/16'Air Space+5/16°Laminated;(2)Lites of.118"A Glass with.090"PVB Interlayer 4,6 6 ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 T 7/8"Laminated I.G.:3116°A Exterior Cap+3!8"Air Space+5116"Laminated;(2)Utes of 118"A Glass with.080"PVB Interlayer 4,6 6 Flange Equal-Lite, Square/Rect., Through the frame ....Into Concrete/CMU-sheet 3,option 2 5-16 Od ew Arch Top 8 7/8"Laminated I.G.:3118"T Exterior Cap+318"Air Space+5/16'Laminated;(2)Was of 118•A Glees with.09D°PVB Intedayer 4,6 6 (#2) Cottage 8 Cottage .Radius-Topp of the window.-:.•• ..-.through 1X Buckstrip into Concrete/CMU-sheet 3,option 3 9 7/8"Laminated I.G.:1/8"A Exterior Cap+7/16"Air Space+5118"Laminated;(2)Utes of 1/8"H Glass with.090"SG Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 7/8"Laminated I.G.:11W T Exterior Cap+7/16"Alr Space+6116'Laminated;(2)Lites of 116'H Glass with.090"SG Intedayer 7 7 ..,.into 2X Wood Frame/Buckstrip-sheet 3,option i Box/ Equal-Uta, Arch-/Rect., 11 7/8"Laminated I.G.:3116'A Exterior Cep+318"Air Space+5116"Laminated;(2)Lites of 1/8"H Glass with.090'SG Intedayer 7 7 Through the name ....Into Concrete/CMU-sheet 3,option 2 Equal-Leg 5-16 Ode Cadge Arch-Top 8 12 7/8'Laminated I.G.:3116'T Exterior Cap+3/8'Air Space+5118'Laminated;(2)Utes of 1/8'H Glass with.090•SG Intedayer 7 7 (y4) 8 Cottage Radius Top of the window...... ....through 1X Buckstdp into Concrete/CMU-sheet 3,option 3 13 7/8'Laminated I.G.:1/8"A Exterior Cap+5/16'Air Space+7/16°Laminated:(2)Utes of 3/16"A Glass with.090°SG Intedayer 8 7 ....Into Metal-sheet 3,option 4 14 7/8"Laminated I.G.:118"T Exterior Cep+5/16'Airspace+7/18'Laminated;(2)Utes of 3/16"A Glass with.090'SG Intedayer 8 7 Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 15 7/8°Laminated I.G.:3116°A Exterior Ca +1/4"Air Space+7/16"Laminated; 2 Utes of 3116•A Glass with.090"SG Inteda er Equal-Lite, Square/Rect.,integral lin...... P P () Y 7 7 J-Channel e9 ....foto Metal-sheet 4,option 7 16 7/6•Laminated I.G.:3116'T Extedor Ca +1/4"Air Space+7/16"Laminated; 2 Utes of 3/18`A Glass with.09D'SG Intedayer 7 7 (#1 5-8 Oriel/Prodew Arch-Top 8 P P () Y ) 8 Cottage Radius Top Through the frame ....Into 2X Wood FromelBuckstdp-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 Frame/Buckstdp-sheet 4,option 5 815 MAY NOT BE USED IN Equal•Ule, Square/Rect.,Min.Edge Min. Integrel.Fin Integral fin...... ,,,•Into Metal-sheet 4,option 7 Group Anchor Substrate Distance Embedment' HVHZ ABOVE 30', 5-8 Oriel/Prodew Arch-Top 8 ( ) 8 Cottage Radius-Top Through the frame ....into 2X Wood Freme/Buckstdp-sheet 4,option 6 #10 SMS P.T.Southern Pine(SG=0.55) 7116" 1-3/8" of the window...... ,•••into Metal-sheet 4,option 8 Steel,A36• 3/8" 0.050' 'MIN.OF 3 (steel,18-8 S.S. Steel Stud,A653 Gr.33• 3/8• 0,0451° 18 Ga.) THREADS or 410 S.S. ( BEYOND THE FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES ED 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 "T°=TEMPERED �/ / "PVB"=.090"TROSIFOLGPVB 3/18"steel Ultracon Concrete(min.2.85 ksi) 1" 1.318° "UNGROUTED / Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114" CMU'VALUES BY KURARAY AMERICA,INC. P.T.Southern Pine(SG=0.55) 9/16° 1-3/a' MAY BE USED "SG"=.090"SENTRYGLASO #12 SMB Steel,A36• Wit" 0.050' FOR GROUTED J CHANNEL INTEGRAL FIN INTERLAYER BY KURARAY (steel,18-6 S.S. CMU O O AMERICA,INC. or 410 S.S.) Steel Stud,A653 Gr.33• 318" 0.0451"(18 Ga.) APPLICATIONS. rMl 8 Aluminum,6063-T318° 0.063" EQUAL-LITE ORIEL COTTAGE61 114°steel Ultracon P.T.Southern Pine ne(SG(SG=0.55) 1" 1�/8' 1/4°steel Creteflex P.T.Southern Pine(SG=0.55) 1' 1-3/8" FIGURE C:FRAME SHAPES 1/4"steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1• 1-3/8" —r-I BUCK WIDTH I+— {BUCK WIDTH----•{BUCK WIDTHF+— 'FLANGE BOX DR EQUAL-LEG Concrete(min.2.85 ksl) 1• 1-3/4° 1/4'steel Ultracon i C Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4° r- v- / Material Min.Fy Min.F° 1/4°steel Creteflex Concrete(min.3.35 ksi) 1" 1-3/4' F / T Steel Screw 92 ksi 120 kai 1!4"steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 1-3/4' w w = w T x -- -- x — x - - � 18.8 Screw 60 ksi 95 ksi Concrete(min.3.35 ksi) 2-1/2" 1-314" x x W Y cc D 1/4"steel Creteflex Ungrouted CMU,(ASTM C•90) 2-1/2' 1-1/4" w 410 Screw 90 ksi 110 kat Concrete min.3.275 ksi 1-1/2' 1-3/8" 1mj 1m1 m1 x Elco Aggre-Gato10\ 57 ksi 96 ksi 114°steel Aggre-Gator Grouted CMU,(ASTM C-90) 2" 2" 1 1 I 1 1 1 Elco ElcUlto Cre eFaConS 155 ksi 177 ksi RECTANGULAR RADIUS-TOP ARCH-TOP 41006 Eleo Crete Flex® 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED A36 Steel 5.R 58 kai PRODUCT REVISED BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES Gr.33 Steel Stud 33 ksi 45 ksi .complyi--e"dt6 du:Floc do Group Anchor Substrate Mln.Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6 10. Baild�ng Code - J rJ-ab30, Distance EmbeEmbedment' Aca-pleacehlo \\\ , Revision: agiraaDate 7�X E 2-1/2'x.131'Common Nail P.T.Southern Pine(SG=.55) 3/8" 2-7/16° �\ ON`(LYN/V i, 2-1/2"Ring-shank Rcoling Neil P.T.Southern Pine(SG=.55) 318" 2-7/16 \.`�� •`1GENS �� �'� ANCHORS•RE-GROUPED. Bmi-I Deda P Wdct F l� P.T.Southern Pine(SG=.55) JR-06/06/17 010 Trusshead SMS Aluminum,6063-T5• 3/8" 0.050" No.58705 (steel,10-8 S.S. � *� .' *' or 410 S.S.) Steel Stud,Gr.33' 3/8" 0.0451°(18 Ga.) — — Daacrlptron: Drawn ey F Steel,A3T 3/8" 8.050• ' = 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Southem Pine(SG=.55) 9/16" 1-318" 'MIN.OF 3 per'. S TE OF ' ((/k!Z' N.VENICE,FL 34276 THREADS i T nue: Date: #12 SMS Aluminum,6063•T5' 3fB" 0.063° BEYOND THE i,F ''•F�ORIDP.• \�� (11"11)-080.1600 (steel,18.8 S.S. steel stud,Gr.33• 3/8° o.oso° METAL '�,S'S/D >rC�G�` coPrgloHro:Inr SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 0r 410 S.S.) SUBSTRATE. ///ZONAL \\ LL FUO M IE8,INC. Seder/Modal: S-l.: Sheet: Orowln9 Mo. Rev: Steel,A36' 318" 0.050" A.LYN/JIAIILLER P.E. huwolnsttESEltvEo P.E.#58705 CERT.OFA(rnt.f126296 SH-5500 NTS 2 OF 13 MD-SH5500-01 B INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX OPTION 1DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. EDGE DISTANCE SEE NOTE 2,THIS SHEET. ANCHORED THROUGH EMBEDMENT FRAME INTO 2X WOOD EMBEDMENT 1/4 FRAME OR BUCKSTRIP, -7— °MAX SHIM 16 1/4"MAX SHIM SEE NOTE 2,THIS SHEET. T 17 SASH VISIBLE EMBEDMENT FLANGE FRAME 1 j EDGE '. " ❑G� 18 LIGHT WIDTH ❑[• EDGE SHOWN _I�_ DISTANCE e D — a DISTANCE 44 BALANCE - —� TYPE VARIES SHIM •, TYPE ANCHOR TYP.ANCHOR TYPE, 42 WITH SASH EMBEDME EDGE ^TAND WEIGHT 54 30� EMBEDMENT 2 TYP.ANCHOR TYPE. AND EDGE EMBEDMENT AND EDGE II(�II�J 31 �a DISTANCE PER I II /Q DISTANCE PER (� DISTANCE PER SUBSTRATE, SUBSTRATE, LfLL___L ____/// a� EDGE SUBSTRATE, O I I SEE TABLE 2,SHEET 2. 16 SEE TABLE 2,SHEET 2. o -�— IIIJJJ EXTERIOR 87 LE 2, I \al I DISTANCE SHEET2 15 FIXED 19 20 OPT.SASH TOP FIXED VISIBLE 4 I^I\V\ IILII7 FLANGE LIGHT WIDTH QUAL VISIBLE LIFTRAIL FRAME 2 ELEQUA LIGHT NOTES: SHOWN BUCK WIDTH FRAME HEIGHT I FOR ALLWINDOWS: y I 1 ANCHOR @ 3.55• SHOWN J 48 1)USE ONLY HORIZONTAL SECTION A-A 49' FROM END AND AT { i 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, SHEET 2.FOLLOW EMBEDMENT AND 72 OVER 36^WIDE: DADE APPROVED MULLION,FBC COMPLIANT ALUMINUANSTEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2,SHEET 2. 45 46 47 SCREWS @16-3/B' INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE o FOR WINDOWS WITH WINDOW. .1/4"MAX BUCK16 BOTTOM LOCKS: SHIM #10 OR#12 STEEL `•0 O ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE 114"MAX. HEIGHT SELF-DRILLING SCREWS @ 8-318° USED INTO WOOD AS PER TABLE 2, SHIM 85 �— FROM END. SHEET 2.ALL WOOD BUCKS LESS SMS(G5),SEE 30 THAN 1-1/2°THICK ARE TO BE ❑ TABLE2, D� SASH CONSIDERED IX INSTALLATIONS.IX SHEET2. EXTERIOR VISIBLE .WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 16 DEPICTED AS 2X ARE 1-12'THICK OPT. .86 USE EITHER OR GREATER.1X AND 2X BUCKS 65 LATCH OR (WHEN USED)SHALL BE DESIGNED Q (2)1' 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL INTERIOR 31 'TESTED UNIT THE STRUCTURE.WOOD BUCK FRAMECJD o LtJD�o WEEP FRAME LOCATION:6-518" DESIGN AND INSTALLATION IS THE SHOWN FRAME NOTCHESAT 80 FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION In�I INSTALLATION 8 67 68 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 I OPTION 4 PRODUC?REV1sm OPENING)IS MEASURED FROM eS c„Smplying with tit-Flwida ANCHOREDTHROUGH ANCHOREDTHROUGH EQUAL-LE �t 1l4"MAX SHIM BEADING TO BEADING. Striding Code FRAMES o .,%%'11 I I 1 t 1FRAME INTO METAL FRAME INTO METAL gocep ,-o 1.Is I�I' •E ..O RevJslon: En imf nDotc �'G O:N NN `ICENF•M•���e � By WEEPHOLE NO ANCHORS.27"X 1.25 ' Mtsm Dsdc Product o, REQUIRED IN ��t`` W/COVER@ O VISIBLE LIGHT FORMULAS - •'•� = 2.BT FROM 36 FLANGE OR *: No.56705 EQUAL-LEG WIDTH EACH END. _ '� 1t6 •' • • FRAME SILLS @SASH:BUCK WIDTH-6-1/2• -'O �� Oeserfptton: Drcwn BY: @ FIXED LITE:BUCK WIDTH-4-318• ;�O•'•. sr TE OF 172,•^'x; 1070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI HEIGHT(EQUAL-LITE) �'� p �(/ N.VENICE,FL 34275 i� '•.,<ORID1`,.•'•\�� 941}460.1600 Tit1m. Date: VERTICAL SECTION B-B BUCK HEIGHT/2-3-15116" �''ss/ONAL E \ ( �t�m�ttrm=e,� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 /I/IIII11111 IN3TMDU6'TiilE6,MC. Sanas/Modot: Smla: Sheet: Oruw(ng No. Ror. A.LYNN MILLER,P.E. CERT,OF AUALL RIFTH.#2929296 SH-5500 NTS 3 OF 13 MD-SH5500-01 B' P.E.0 58705 _ 4 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 I 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 F-•- EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR 114"MAX SHIMi BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 1/4•MAX SHIM I SHEET, TYP.ANCHOR TYPE, SASH VISIBLE J-CHANNEL EMBEDMENT AND EDGE 17 FRAME DISTANCE PER SUBSTRATE, ❑fes 18 LIGHT WIDTH ❑ SHOWN SEE TABLE 2,SHEET 2. o (SCREW SHOWN) 44 BALANCE VARIES T _ �O EMBEDMENT l/4"MAX SHIM 42 WITH SASH TYP.ANCHOR TYPE, EDGE WEIGHT 54 DISTANCE R Q 300 EMBEDMENT AND EDGE O n DISTANCE PER SUBSTRATE, U I,JI SEE TABLE 3,SHEET 2. o 16 (NAIL SHOWN) EXTERIOR 67 3 (�\�� INTEGRAL\—EMBEDMENT AND EDGE FIXED 19 _I FIXED VISIBLE U FIN DISTANCE PER SUBSTRATE, 20 OPT.SASH TOP l FRAME SEE TABLE 3,SHEET 2. VISIBLE LIFT RAIL J-CHANNEL �� LIGHT WIDTH SHOWN (NAIL SHOWN) FRAME LIGHT HEIGHT r FORALLWINDOWS: NOTES: SHOWN + I 1 ANCHOR @ 3.55" BUCK WIDTH J 49 A8 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C O 21 CENTER. ' SUBSTRATE-APPROPRIATE ' 1 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2 8 3 OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 0 AOR ADDITIONAL AND EDGE DISTANCE LIMITS.ANY 45 46 47 SCREWS @76.316' INSTALLATION OPTION SHOWN MAY 1/4"MAX.SHIM --►{ MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES.TABLES 2 8 3.SHEET 2. 14 I II 35 FROM END. BE USED ON ANY SIDE OF THE 4 BUCK o FOR WINDOWS WITH WINDOW. {{{ BOTTOM LOCKS: #10 OR#12 STEEL �J 1/4"MAX HEIGHT 80 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING JEVED SHIM SCREWS @ 8-318° USED INTO WOOD AS PER TABLE 2. IM SEE SHEET 2.ALL WOOD BUCKS LESS 85 FROM END. B 3, Q� 30 SASH THAN1-1/2"THICK ARE TO BE ❑ 2. D _ EXTERIOR VISIBLE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS I LATCH(BROWN) i 66 16 OR BOTTOM DEPICTED AS 2X ARE 1-1/2"THICK OPT. OR GREATER.1X AND 2X BUCKS LOCK(SHEET 3). Q65 (WHEN USED)SHALL BE DESIGNED TESTED UNIT FIN Q (2)1" 81 30 63 TO PROPERLY TRANSFER LOADS 31 LOCATION:6516" FLANGnINTERIOR TO THE STRUCTURE.WOOD BUCK uDCJD oWEEP FROM SASH END. IN NOTCHES AT DESIGN AND INSTALLATION IS THE 60 � RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME I 7 O SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION I THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 PRODUCT REVIS:,D 1/4"MAX OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL au camplyfode the FkEid: INTEGRAL FIN SHIM BEADING TO BEADING. I I I I I I I INTEGRAL FIN INTO METAL ( ) Building w de FRAME SHOWN �I11 VI I/Ir INTEGRAL FIN/FLANGE REMOVED Acxpinnra Alo I'T (pf3D"pj .27'X 1.25•WEEPHOLE `����Q............ ' Ravlslon: Eenimebn pato j1 l j I WICOVER@2.87" ` � ' V7CENS ', A:imni ade Product C 38 FROM EACH END. Q VISIBLE LIGHT FORMULAS * No.58705 TYP.ANCHORTYPE, EDGE DISTANCE EMBEDMENT AND EDGE WIDTH _-1) STANCE .6-1/2" * 6) PER SUBSTRATE, @SASH:BUCK WIDTH-6.112" 6 Descrlptlon: Drawn By. SEE TABLE 3,SHEET 2. —►1 EMBEDMENT @ FIXED LITE:BUCK WIDTH-4.318• �Q STATED ' ••�� 1070 TECHNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI DI (SCREW SHOWN) i'�� .,;c<ORIRP,.•' ��� N.VENICE,FL 34275 5Gt_ Data: HEIGHT(EQUAL-LITE) �i�s G:�� (941}480-1600 INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT12-3-15/16" ''•iq.ONAI EN��.� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN 10 I I 11111 III ria i oD n�a Iris INTO 2X WOOD FRAME OR BUCK- ALy PJGHMraEs�n Sarias/ModeL• Scob: Shat Drowbg No. Rev: STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER,P.E SH-5500 NTS 4 OF 13 M D-SH5500-01 B P.E.958705 CERT.OF AUTH.#292% 718°NOM. I+— 7/B'NOM. �— 7/8"N M. 7/8•NOM. 718'NOM. 5/16"A/A PVB I 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 5/16"H/H SG 7116"AIR SPACE 7/16"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 76.79 78.79 78-79 78-79 \ 6-78 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 —�{ 71V NO718'N M. {-+-- - 718"N 718'NO —►{ 718"NOM. �+- 5/16"HM SGI I 5/16"H/H SG I I 5/16"H/H SG 7116"AIA SG I 7/16"A/A SG I I 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE 1/8"T GLASS 3/16"A GLASS 3116"T GLASS \ 1/8"A GLASS 1/8"T GLASS aEXTERIOR a EXTERIOR 16a EXTERIOR a EXTERIOR a EXTERIOR 78.79 76.79 76.79 76-79 76-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 --�{ 718"NOM. 718'NOM. 7/16"A/A SG I I 7116"A/A SG AEXTERIOR75 "NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIRSPACE 1/4"AIR SPACE E TYP. 16 MAY NOT BEUSED 3/16"A GLASS 3/16"T GLASS WITH J•CHANNEL OR INTEGRAL FIN FRAMES EXTERIOR aEXTERIOR GLASS TYPES 5,7,9,11,138 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. PRODUCT REVISED GLASS TYPE 15 GLASS TYPE 16 R.ildi ,yinge,';i1r:I>erl aD sla�Rca`t t l l l l l l/ ALYN % Rawslon:!v Pc1�r' t,ICENSF• ��i Bt/ i aao Praauct cDir'5 *: ND.58705 • '• • _ t� j GLAZING NOTES: A"=ANNEALED =-p = Descriptlnn: Drown Hy: TYP.GLAZING DETAIL 'H'=HEArsrRENGTHENEO =7J22 ( :�� 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI P"TE PERED090"'fROSIFOL®PVB BY KURARAY AMERICA,INC. �T•'•. �TdddddTE OF N.VENICE,FL 34275 °SG°=.080"SENTRYGLAS®BY KURARAY AMERICA,INC. ���5•'••/ORIOp`..•'•�� (941)480.1600 Ptfe: Date: L EN 0 COPYRIORioxol7 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. ///111 I I t t t\� PDT lGlfrS RESERVED Serfos/Modal: Scale: Sheet: Drvw(ng No, Rer. A.LYNN MILLER,P.E. ALL FIGHTS DESERVED SH-5500 NTS 5 OF 13 MD-SH5500-01 B P.E1158705 CERT.OFAUTH.W29296 - TABLE 4: TABLE 5: Gla. Ba-sash Ola.Type° Design Pressure,01sH17 a Pe Dze.r!li..l gen Saes Reiphl Design Preseure,lbs7R° OemE6: 5,G.7 a a ibin&t.-I Palga 0 Wind- Reye pnl vnnd°w Oeeh s'Ifi4m a, Tyw• Design Pressure,IbsAt2 Wight S 6,7 a 6 */-50.0 laem up to 45 . .65.0/-70.0 peltd Laysl 235 E4vallita 11.780 +95.0 -70.0 •650j0 -77 0.0 Relnt Level R1 Fm ell window a sash sizes Stsndad Cortege 14.517.15.670 +950 -70.0 465.0 •70.0 R2 For all window and sash sizes 2 Eq,aHile 11.583.14.510 405.0 1-70.0- +BSD -70.0 SEE TABLE 9,SHEET 8 FOR Stendem Pladaw 11577.11.557 +85.0 -70.0 4850 .70.0 SEE TABLE 70,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Tales 23.517.25.280 405.0 -7a0 +95.0 -70.0 ANCHOR GROUP AND QUANTITY. Standard Caitaga 20.058.23516 4050 -70.0 195D .70.0 37.375 E1µ11411. 17.517.20,0.57 1650 -70.0 105.0 •760 o Standard P-law 14.517.17516 +95.0 -70.0 4050 20.0 st.451 11.377.14.510 405.0 .70.0 +65.0 •70.0 Teat 21.593-31.911 +95.0 -760 +65.0 •70.0 Coslonnska 20.517.27.582 4850 •760 4950 •70.0 C] Standard Cat ga 23.517-20.518 +650 -70.0 +65.0 -ra.o UIJ HEADER 44 Emnuao 2a51T-23.515 +850 aao 465.0 .70.0 Q HEADER slandmd Ra4mv 17.617-20.518 485.0 -707 +650 .70o 23 C.;;0. S_ka 14.517.17518 +650 •70.0 +65.0 .70.0 23 I shonnt 11.377.14516 1650 •707 +65.0 aao o Tallest 31.563.35711 .860 •70.0 405.0 -70.0 0 Standard Camge 2517.31582 .95.0 -70.0 405.0 aao p E4aa4ita 2.517.26 85 519 10 •70.0 +850 .70.0 p e O MEETING RAIL 48 srmlmd Plaaow 17.517-2.518 465.8 -760 +95.0 •70.0 e O MEETING RAIL /1 O Cuemm Ske 1415i7.17.5lB +Bio •70.0 +65.0 •70.0 0 �1 28 0 cuslomska 12.517.14.sla 4Bso .760 165.1 •70-D 27 0 EXTJE'R7OR o stonest 11.377-12.515 465.0 .70.0 465D •70.0 EXTERIOR V 0 r Tallest 63.20.37.638 4050 -70.0 +95.0 •70.0 v Standard Cortege 2.617-37107 +65.0 -70.0 465.6 .7110 1V Q 0 23 O y Egwuile 27.517.2518 •6So -70.0 +650 -7aD 23 JAMB 5 __ C shnSke 20.517.2.616 .6s.0 •70.1 +63.0 •70.0 JAMB Slanders Prod- 17.517.2.510 .BSO .70.0 .950 .7a EXTERIOR SASH Cwon6ke 14.517.17510 465.0 -7110 +65.0 .70.0 SASH a HEIGHT asmn ske 12617.14516 1650 -ma +650 .70.0 HEIGHT Sh.4.1 71.377.1x510 .85.0 .70.0 .65.0 •70.0 Tallest 78.517.41.044 +95.0 -70.0 465.0 •70.0 QSleMa l Cau 31.517.35.518 +65.0 .-760 +85.0 •70.0 23 Equal-gle 2617.31510 +85.0 -2.0 +65.0 .70.0 23 standard Pm4mv 2&517.2.610 465.0 -Me +65.0 -70.0 SILL D 62 LLsl ns. 2.517.23510 165.0 .70.0 +650 •70.0 SILL Cwlan she� 17.617.2.51 +65.0 •70.0 +05.0 -70.0 C n 1 14517.175186 +85.0 70.0 465.0 667 Cw.rh a*.. 17.017.14518 +650 -70.0 405.0 67.3 6h Q slrone9l 77.894.13.019 1650 •.70.0 +65.0 665 Talaat 89.617.41044 +BSO •70.0 +65.0 -70.0 Cwtan Slee 36.517.39.615 +65.0 -70.0 .85.0 .70.0 Eq.WIW 75.517.36.516 +65.0 .70.0 485.0 -70Lo 75 Cuelanske 32517.35.51a 165.0 .70.0 .650 .70.0 SECTION DETAIL FOR WINDOWS WITH SmmamPlalae 2.517.32.518 +95.0 -70.0 +65.0 -7ao SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 Cwtonske 2517.2.519 .65.0 -70.0 .BSO 67.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 REINFORCEMENTS SHOWN IN FIGURES ABOVE smnest 25.618.2510 4650 -70.0 +65.6 665 ( FRAME & Epwl-rte 63.517.412 .65.0 -7ao .65.0 •70.0 (REINFOAPPLY TO ALL FRAME FIGURES 8 ABOVE APPLY TO ALL CONFIGURATIONS) 04 a,elaln SL 766n•63s1e .85.0 -70.0 .es.0 67.3 CONFIGURATIONS) 9lnrgadPmiax 63.618.35516 .95.0 -lap +BSO 666 FROD'UCi'REVI UE 01.78 Tallaat -41514 +85.0 -70.0 .850 66.5 0.s cnmplying will,Site Flo'fdS SEE TABLE 10,SHEET 9 FOR ANCHP OUP AND QUANTITY. BtriidiI Code Aeeeptmle6 hb D •' MIN.SASH HEIGHT=WIND 111�V ILHT 50.136 G iraN Dzta� �/� �N O IIVI i Revision: GEN By ,.<Cl� Miami DdePrOdtsll.a6- *: N0.58705 NOTES: -p 13- Deeeriptiow Drawn Dy: _ ��`• CJ `�.'4u�� 1g70TECHNOLOGYDRNE DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �0 '.• ST 7E 0 ((-; N.VENICE,FL 34276 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. �iC�IS '•;�OR......'o 1� (941}480.1600 LGe: Dote: ";S'ONAL 01`"` SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 77 I1 I 11111`` sTRIE8,INC. Seriaa/Model: Srnfs Sheet: Dlvwing No. Rar. ON THE TABLE. Nt MGM IMSERVE0 A.LYNN MILLER,P.E. SH-5500 NTS 6 OF 13 MD-SH5500-01 B P.E.N 68705 CERT.OF AUTH.1428296 TABLE 7: TABLE 8: ala.ryPe 0611-106esh G1eea Type Bell-Sash 8.12,11y" Deeed'"forglwm S®h Height Deaign Preesum.fte 13914 DalcrblMlorglvm Smh Helpd Design Pmssurelb,Ne Relnl.Loyal R.M.®Wnd- Range 0.n) W'.-Buck W1d ON ROInt.Lwct Mngc 0 WlndOw Range ON Wlnd.3m Wleh ON 3 Height sham u1.40 I 4B 52.125 1 4 3 HAOhl Sh- 18 24 32 38 1 40 48 1 52125 54 0 215 Ewawle 11.384 +70.0-110.0 +70.0 410.0 +70.0 410.0 +70.0 410.0 23.5 En09H6e 11.304 •70.0-110.0 70.0•110.0 •70.0-110.0 •70.0-110.0+70.0 410.0 -70.01-110.0 +70.0-110.0 •70.0-110.0 SMWml Cel p 14.517-15.870 +70.0-110.0 +70.0-110.0 470.0•170.0 +70.0.110.0 Standard Map 1/.517.15.870 •70.0-110.0 7D.0-110.0 +70.0-110.0 70.0•110.0 •70.0 .110.0 -0.0 410.0 70.0•110.0•70. •110.0 28 12W.1-Re 11M3 144516 +70.0-110.0 70.0•110.0 +70.0.110.0 70.0 -110.0 28 Egu448e 11.583-14.516 70.0-110.0 70.0 •110.0 Me-110.0 •70.0-110.0 •70.0•110.0 •70.0 410.0 70.0•110.0 •70.0-110.0 (� Smnd dPr04aw 114377 11 6582 +70.0-111-1 +70.0-110.0 170.0•1140 •70.0 -1140 Slamam P-l- 11.377.77562 70.0 410.0 70.0-1140 •740-110.0 +7&0•110.0 70.0-110.0 +70.0-110.0 70.0-1140 •70.0-110.6 Q HEADER TNbdl 2x517.25.286 +70.0 410.0 +70.0-110.0 +70.0-7100 +70.0 410.0 Tallest 23.517-25.286 +70.0-110.0 +70.0-110.0 +70.0-110.0 •70,0 •110.0 •70.0 -110.0 +70.0-110.0 -ml)-110.0 •70.0 -110.0 Studd Caaeee 0.05S-23.518 +70.0•110.0 +70.0-1140 +70,0.110.0 +70.0-110.0 SlaroaNCodooe 20,950-23.618 •70.0•110.0 70.0•110.0 70.0•110.0 •70.0-110.0 70,0-110.0 •7a0-110.0 70.0-110.0 70.0-110.0 25 37175 Ewd4de 17.517-MAST •70.0•110.0 +70.0-110.0 +70.0-110.0 +70.0 409.0 37.375 Equal-lits 17.517.20557 70.0-110.0 +70.0 410.0 +70.0-110.0 70.0-110.0 •70.0-110.0 •70.0•110.0 70.0 410.0 •70.0-109.0 1-1 Standmd Pmiow 1/.517.17.516 +70.0•110.0 70.0-110.0 17D.0-1100 470.0-1100 Slarawd PrOm 14.517.17516- 70.0-110.0 70.0•110.0 +70.0•110.0 •70.0•110.0 +70.0-7140 •7D.0•110.0 •70.0-110.0 +70.0 -110.0 6kdmt 11.377.14.519 +70.0.110.0 70.0•1100 70.0•107.0 +70.0 •103.0 sh.de.1 11.317.14.516 •70.0•110.11 +711).110.0 •70.0•11D.0 +70.0-110.0 •70.0-110.0•70.0•110.0 -70.0,00.0,-70.0.-103.0 U , Tell.L 27.50.31.911 +70.0.110.0 +70.0 9&0 +70.0 -WA +700 •80.0 700661 27.593.31.911 •70.0•110.0 70.0-110.0 70.0-110.0 •70.0-110.0 •70.0-110.0 •70.0 99.0 •70.0 93.0 •70.0 90.0 O" a Wn size 20.517.27.592 +70.0.110.0 +70.0•110.0 •70.1 410,0 -TD.O.110.0 Cumoml to 25.517-27592 70.0-110.0 170.0-110.0 170.0-110.0 170.1-1140 •70.0-110.01-70.01-110.0 •70.0-110.0 70.0-110.0 O D MEETING RAIL Sandwt!C0ea9e 2x517.20.616 470.0 410.0 +70.0.110.0 +74o-1140 +70.0-110.0 St.MardL.e9e 23.517.29516 •71.0-1140 +70.0.110.0 -70.0141D.0 +70.0-1140 •70.0 .110.0 •70.0-110.0 •70.0-110.0 +70.0-110,0 e 44 Ewewt4 20.517-x+.518 470.0•1104 +70.0-110.0 470.0-1100 +10.0 -110.0 44 E4u443e 20.517-23.516 70.0•110.0 70.0-110.0 •70.0-110.0 •70.0-110.0 •70.11 -110.0 •70.0•1140 +70.0-110.0 •70.0-110.0 27 1 StndardPrWm 17.517.20.516 170.0 .110.0 170.0-110.0 +740•lino +m.0 •110-1 SlannrdPlalew 77.517.20.516 +70.0•110.0 +70.0-110.0 70.0 -110.0 70.0-111.0 •70D-110.0 .70,01-110.0 70.0 410.0 70.0-110.0 Caslom Ste 14.517-17.518 +70.0-110.0 470.0-110.0 70.0 •1100 +70.0 •110.0 Cuel4m Ste 14.517.17516 •70.0-110.0 •70.0-110.0 +70.0-110.0 +70.0-110.0 170.0-110.0 •70.0-140 •70.0-110.0 •740-110.0 EXTERIOR Shor1841 11.377.14.515 +70.0.110.0 +70.0•110.0 +70.0.107.0 +70.0 •1010 sNon1 11.377-14516 70.0-110.0 .70.0-110.0 •70.0•110.0 •70.0-110.0 +70.0•11D.0 70.0-110.0 •70.0-107.0 +70.0-103.0 0 O 7.9.1 31.561.15.911 1702-110.0 70.0 •99.0 •70.0 - .0 +70.0 •23.0 T4tat 31.$1-35.011 •70.0-110.0 •70.0-110.0 •70.0-110.0 •70.0-110.0 70.0-110.0 •70.0 90.0 70.0 9x0 •70.0 90.0 Smlwed College 28.517.31.682 +70.0 410.0 +70.0 •110.0 +1&0-11&0 +70.0 -110.0 slitmwco6408 25.617-31.582 70.0-110.0 •70.0•110.0 +70.0-110.0 70.0.110.0 •70.0-110.0 •79.0 410.0 +70.0-110.0 •70.0-110.0 JAMB 25 Ew0-14. 20.517.26.616 +70.0•110.0 +70.0-110.0 70.0•1140 +70.0-110.6 Eq.d4ne MSV26.616 70.0-110.0 •70.0-110.0 •70.0-110.0 •70.0.110.0 •70.0-110.0 70.11-111.0 70.0-110.1 70.0•110.0 48 SleWerd P%k- 17.517-20.515 +70.0•110.0 470.0-110.0 +70.0 4100 +70.0•110.0 45 Blardatd PrOm 17.817-20.516 •70.0-11o.0+70.0-110.0 +7oA•110.0 +70.0-110.0 70.0 •110.0 •70.0-110.0 +70,0-1140 •70.0-110.0 EXTERIOR SASH Custom size 10617-t7.S16 +70.0•110.0 +70.0•1140 .70.0-1140 +70.0-110.0 eenomsus 14617.17516 •7D.0-110.0 •710-110.0 -70.111-11D.0 70.0-110.0 +700-110.0 •70.0-1140 •70.0-110.0 70.0-110.0 � � HEIGHT oetem sbe 12.517.14.518 +104-1104 +70.0-140 740-100 +70.o 410.0 CW.m ate 12.517-14516 70.0-1140 7D.0-110.0 +740-110.0 70.0-110.0 .70.0 -110.0 •70.0•111.0 •70.0-110.0 70.0-110.0 SECTION DETAIL FOR shodest 11.377.12.510 +70.0-110.0 70.0•10.0 770.0•110.0 +70.0 -110.0 St1408s1 11.377-12515 •70.0.110.0 70.0 -11a.o•70.0 AULD 70.0-110.0 +70.0-110.0 71.0 410.0 +70.0-110.0 •70.0 •110.0 741611 3x2011-37.630 +70.0.110.0 470.0 9&0 .10.0 810 70.0 -100 F 7.2.1 3x2)(1-37530 +70.0-110.0 70.0•110.0 +70.0-10.0 70.0-110.0 70.0-110.0 7a.o 99.0 70.0 930 •70.0 90.0 WINDOWS WITH sl8ndadCeaeee 2&517-33.M7.+70.0-110.0 .7D.0-110.0 .70.0.110.01470.0.110.0 i elw"dCo0a9e 26.57-33.207 70.0-110.0 +70.0-110.0 740 410.0 •70.0•110.0 •70.0•110.0 70.0-110.0 •70.0•110.0 +70.0-10.0 LEVEL R3 REINFORCEMENT 25 EwoHRa .21677-296111 +702 110.0 70.0•110.0 70.0-10.0 +702 410.0 Ewa-04 23.617-28.516 •70.0•110.0 70.0-11&0 70.0-110.0 171.1.110.0 •1D.0-110.0 70.0-110.0 70.0-110.0 .70.0-110.0 � petem ate 24517-23610 70.0•110.0 +70.1-110.0 .7o.1-11o.0 .70.0 410.0 col-Elft. 20.517-23516 70.0-110.0 70.0-110.0 70.0-110.1 •70.0•110.0 740-1140 -70.0-110.0 711.0-110.0 .70,0 -11D.0 &GLASS TYPES 9-16 49.025 /8.815 $ILL 9 d r 7 8 • 0- 7 -11 • 0- 0 .0 - 0.0 70.0-110.0 •70.0•110.0+70.0-710.0 61077404 Pm4er 17.617-2D.516 +70.0 •170.0 440.0-1100 +70.0•110.0 +70.0-170.0 en adPr04aw 7.517-2051 70. 110.0 0.0•110.0 +70.0 0.0 70. 114 7.0 1.1 E (REINFORCEMENTS SHOWN untemsbe 1/.517.1asm +70,1 -10.0 .70.0-10.0 71.0•110.0 470.0 •Imo ; cu4lemela4 14.517-17516 71.0 410.0 70.0 •110.0 70.0-110.0 71.0-10.0 70.0-10.0 70.0-110.0 •70.0-10.0 70.0•10.0 IN FIGURES ABOVE APPLY II''�� CuslemSize 12.517.14.616 +70.0 4104 .70.0-110.0 +70.0•110.0 .70.0 •1140 cusomste 1x577-14516 •70.0 AID) +70.0-1140 740 410.0 17&0-110.0 •70.0-110.0 70.0.110.0 •70.0 410.0 76.1)-110.0 TO ALL CONFIGURATIONS) I I� 5l ..t 11.377-12578 470.0-1102 +70.0.110.0 70.0 410.0 +70.0 410.0 sh.ded 11.87-12576 •70.0-110.0 70.0-110.0 +70.0•110.0 170.0-110.0 •70.0-110.0 •70.0-110.0 •70.0 410.0 +70.0 410.0 741641 3&517-41.144 .70.0 410.0 +70.0•110.0 +700-110.0 +70.0 .110.0 Tallenl 311.517-41.644 •70.0-110.0.70.0•110.0 •70.0•10.0 •70.0 410.0 •70.0 AMD+70.0-1100 +70.0 410.0 •70.0-105.7 SteMmd CO6epe 31.517-35.516 +70.0-104 +70.0•110.1) +70.0•110.0 +70.0-110.0 Slanders Wla0e 31.517-36.615 •70.0-110.0 70.0-110.0 70.0•110.0 •70.0-110.0 •70.0-110.0 70.0-110,0 •70.0-108.5 •70.0•103.0 e Ewe191e 20.517.31.518 +70.0.110.0 70.0•110.0 70.0•170.0 +70.0410.0 Eeu&Rlo 28.517-31518 70A-110.0 70.0•10.0 •70.0-110.0 +70.0-110.0 +70.0 410.0 70.0-110.0 •70.0-107.9 •70.0-1024 SbMaal PmMw 23.517-28.518 470.0-110.0 470.0-110.0 +70.0•110.0 +70.0 -110.0 Standard Prwow 23.517-26516 70.0-110.0 70.0•110.0 •70.0-110.0 +70.0-110.0 740-110.0 •70.0-110.0 70.0-110.0 •70.0-105.2 0,2 Cu4lom Ste 34517.21578 +70,0•110.0 .70.0-110.0 70.0.110.0 .70.0-11&0 52 Cudem Sbe 20.517.23518 70.0-110.0 •70.0-110.0 •70.0-110.0 7D.D-110.0 +70.0-11D.0 70.1)-110.0 •70.0-1100 •70.0 -107.0 Custom Sta 17.517-20.516 +70.0 41DO .70.0•110.0 +70.0 410.0 +70.0 .110.0 Cusldm Ste 17.517.20516 70.0-110.0 •70.0•110.0 •70.0•110.0 +70.0-110.0 •70.0 4WO •70.0 410.0 •704-119.0 •70.0-109.6 0.010 sim 14.517.17,518 +M.0.110.0 470.0•110.0 470.0.110.0 +70.0 •110.0 cutlmn Ste 14.517.17.615 +70.0-110.0 70.0 •110.0 .70.0-110.0 .70.0-108.0 •700-1020 .70.0-100.5 •70.0-100.5 •70.0 •100.5 Custom Slxe 13.017.14.516 470.0 410.0 .70.0•10.0 +70.0•110.0 +70.0 •110.0 c date 13.017.14.518 70.0-110.0 •70,0 -110.0 •70.0-108.2 +70.0-100.7+70.0 97.1 MA 94.4 70,0 94.4 •70.0 94.4 51104..1 11.1366-13.010 +70.0 410.0 +70.0 .110.0 70.0•110.0 .70.0 -170.0 ShO9131 11.854-11015 +7D.0-110.0 •70.0-110.0 +70.0-1026 •70A 97.0 •70.0 93.3 70.0 40.1 •70.0 90.0 •70.0 90.0 741091 3&517.41.044 +70.0-110.0 +70.0-110.0 +70.0•110.0 +70.0 -110.0 T32mt 39.577.41.644 •70.0-110.0 70.0-170.0 70.0-10.0 7&0-110.0 •70.0-110.0 •70.0-710.0 70.0-107.5 70.0 98.0 C.wm Ste 3&517-39.516 +70.0 410.0 +70.0•110.0 +70.0•110.0 +70.0 -110.0 Custom Ste 39.517-39516 70.0•110.0•70.0-110.0 -70.01-110.0 70.0-110.0 •70.0 410.0 •70.0•11.() •70.0-101.7 470.0 96.3 Ewol91e 35.517-38.516 +70.0 410.0 .70.0•110.0 .7.0•110.0 +70.0 410.0 Eduel-1110 35.517-35.516 •70.0•710.0 .70.0 •110.0 •70.0-110.0 70.0•110.0 70.0•110.0•70.0•110.0 70.0 400.4 70.0 95.0 75 01461010 Ste 32.517-35.516 .704-110.0 470.0•110.0 .70.0•1140 +7ao-110.0 75 Custom 91.! 32.517-35.516 70.0•110.0 •70.0 -1100 70.0-110.0 70.0 •110.0 +70.0•110.0 +70.0•110.0 •70.0-700.7 NO.D 95.2 Starwnd P.A- 29.517-32.516 +70.0-110.0 +740-110.0 70.0•110.0 +70.0 -110.0 9landaw PlMew 29.517-32.578 +70.0-110.0 •70.0-110.0 •70.0-110.0 +70.0•110.0 470.0-110.0 •70.0•109.8 70.0-101.6 +70.0 9&1 Cualem Sbe 2&517.29.510 +70.0-110.0 .70.0-110.0 470.0-110.0 +70.1-110.0 6149010 Ste 26.517-23516 70.0•710. .70.0 -110.0 •70.0•107.9 70.0-1024 +70.0 98.9 •70.0 98.{ 70.0 984 •70.0 96.4 sw.'t 25.516.25.516 +70.0.110.0 70.0•110.0 •70.0•110.0 470.0 •110.0 9hedoel 25.516-26.516 •70.0-110.0 470.0 -1100 •70.0-1040 +70.0 99.1 +70.0 957 X. 924 •70.0 924 70.0 924 Equawle 3&517.41.044 470.0 •110.0 470.0•11&0 470.0•110.0 +70.0-110.0 Edu6l4n4 38.617.41.644 •70.0•110.0 .70.0-110.0 71.1-110.0 70.0•110.0 .71).0-111.0 70.0-109.8 .70.0 96.7 •70.0 91.1 GLASS TYPES 9 THROUGH 84 Cu4bm Ste 35517.38.518 .70.0'110.0170.0•110.0 +70.0.110.0 +70.0-110.0 84 Custom Ste 35.517.38.518 •70.0•110.0 70.0-110.0 +70.0-107.0 +70.0-1024 •70.0 98.8 •70.0 90.4 •70.1) 957 70.0 91.6 16 MAY NOT BE USED WITH sl4nmdiPlaiew 33.610-3ssia .704-10.0 .70.o-tioa 470.0•110.0 +740 .10.0 sllmdardp o" 33.019-35518 70.0-110.0 +70.0-110.0 •70.0 4020 •70.0 m.o 70.1 9x3 •70.0 90.1 740 90.0 •70.0 90.0 J-CHANNEL OR INTEGRAL PRODUCT REVISED 91.78 T(lest ^-41.644 +704-110.0 70,0.10.0 +10.0-110.1 +7no 110.0 91.79 renal ^-41.644 70.D-10.0 .71.0-170.0 70.0-102.6 70.0 97.0 •71.0 913 +70.0 90.1 •11.0 90.0 70.0 90.0 •FIN FRAMES s camplyirvg with the FJcdda SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. Ell ilding Code MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.138 A,.lmiw N. pL�c R.Wdm E>!yrimd-Duto/ ' zrL1J7D 4 By- �•,. LIGENS�c'•��(��i T21mwi adePcaductCbht'nF .: No.58705 NOTES: _ Description: Drawn By: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME, %qJ•'••�'��� 10707ECHNOLOGYDRIVE DESIGN PRESSURE TABLES J ROSOWSKI 0 STA E OF �� N.VENICE,FL 34275 T �!/ Ade: Da[o: 2)FRAME DIMENSIONSARE BUCK.SASH HEIGHT[SAS PERTHE FIGURE. �(Cs••.RYORIDP.•••G\�� (941}480.1600 SINGLE HUNG WINDOW INSTALLATION-LM 05!15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NE)Cf AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ,y44S�O/I 1N1A111 L 11���%` Gi MES 1w- 3) THE TABLE. A.LYNfV MILILEF2`P.E. C•FYIPGKT0201RESERVED Sed-!-godel. Sc01e: Short: D7rmin9 440. Rer. 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LAMI IG EXTRUDEDI ROLLED I %AO �$A F�'.�/�� 1070 TECHNOLOGY DRNE WINDOW EXTRUSIONS J ROSOWSKI 72 60 61 'n•'• STI N.VENICE,FL 34275 BEADING SCREEN FRAME SCREEN FRAME %FS•'•F<ORIDP,.•''���� (941)480.1800 TIlk: Oote: iS,10NAL��1 �P,,,°NTozo,T SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 7j111111111t p°T M005TMEs,INF Series/Model: Scale: Shaet: Dmwing No. Rar A.LYNN MILLER,P.S. """'°M791�s°'�D SH-5500 NTS 11 OF 13 MD-SH5500-01 B P.E.N 50705 CERT.OF AUTH.929296 SILICONE HOT-MELT BUTYL TABLE 12: TABLE 12,CONT.: STRUCTURAL Bill of Material Bill of Material,cont SILICONE STRUCTURAL 114"NOM. FOAM 3116"NOM. # Pan# Description Material # Part# Description Material POLYISOBUTYLENE WITH 1 620101 Single ung Frame Head&Jambs-J-Channel PVC 45 720197 Auto Lock Mechanism C Steel WITH DESICCANT DESICCANT 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lack Cast Zinc EXT.GLASS EXT.GLASS 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X118OPTX #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 Lack Keeper Cast Zinc 6 620106 SH/DH Frame Sill-Flange PVC 50 976X34PPA #6 x 3K'-PH.PH SDS(Keeper Screw) SS INT.GLASS INT.GLASS 7 620107 SH/DH Frame Sill-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC e 1 620108 SH/DH Frame Sill-Equal Leg/Box PVC 521 420182 UR Pull Rall Tilt Latch Comer Key PVC 76 KODISPACE n SUPER 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS O 4SG TPS SPACER®NXTTM 16 620129 Sash Rail(Sides,Top&Bottom) PVC 64 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/ScrewCover PVC 56 720207 1"Tilt Latch Spring SS ALUMINUM 19 620156 Pull Rail Interlock 6005 T5 At 57 420166 Plastic Tilt Latch Finger Pull PVC REINFORCEMENT POLYISO. DESICCANT FILL AREA 20 620144 Pull Rail Interlock Coker PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc BUTYLENE 21 620157 Beveled Interlock 6005 T5 At 59 420180 Pivot Bar Comer Key PVC 5116"NOM. SEAL IP 5116"NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS BUTYL& SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Handle Cast Zinc DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 AI 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEE 26 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS �T•GLASS 27 620154 HD Meeting Rail Reinforcement 6005 T5 At 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187'x.270"Fin Pile 67 978588 #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrlp,.190"x.300"Foam Bulb Flex PVC 72 720135 Lami 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 WeatherstripPlug,.220"Finseal 75 71646N Setting Block(718"x 1"x 1/8"),85+/-5 duro. EPDM DURASEAL� XL EDGETM 35 78X1MM #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 7a 7s 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 Rail Screw Support Plate 6063 T6 Al 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 X2 PVC 40 720)00= 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 1 720205 Spiral Balance Shoe Nylon 87 161635/61614 .140"Screen Spline(Machine/Hand Rolled) Vinyl 44 78X114FPAX#8 x 1-114"Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material PRODUCT REVISED wall rile FLIOXL: 76 Kommeding 4SG TPS Spacer System euildin-CcdcrecepL.;,a,Rre 17-0�>�•0$ 77 Quanex Super Spacer nM with Hot Melt Butyl See this E ilea nn Dat" P P Y Sheet for �.�` QNY LYNN /,,� Barman: - 2020 Materials . .....EN ��( � h9 78 Quanex Duraseal Spacer 1�;•' Sic'•.•( l4ram! ode Product Co 79 Cardinal XL Edge Spacer REFERENCE TEST REPORTS:FTL-8717,8968&8970 =* NO.58705 1070TECHNOLoorDRlvE BILL OF MATERIAL(BOM) J ROSOWSKI 0�'•, STATE OF ��� N.VENICE,FL 34275 ntle: Date: ••,tORIDP,.•''��'� (941}4s0.1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTES: ��'/S�0lYALENG`�� PCTrto mtEewc. 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. �/r r r I r 1 i 1 µi w0lrra REBEeVED Soifas/Modoh. Saafe: Sheat: DroMing No. Rale. 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. SH-6600 NTS 12 OF 13 M D-SH 5500-01 B - P.E.0 58705 CERT.OF AM.#29286 a OPT,SWEEP LOCK •l, O 46 48 OPT.AUTO LOCK ,5 0 47 20 1 57 OR 58 I 48 I 0 51 OR 52 I 85 p I 111PPPYYY 1 55 � 45 �'� . O � I OPT.PULL RAIL 22 ) 82 ORS 19 INTERLOCK& i COVER 56 o I O 87 `� •'� O I�' I ` i 86 35 OPT. 1 ( i BEVELED 1 MITERED FRAME WITH i 21 INTERLOCK —INTERIOR AND EXTERIOR 16 i '0 &COVER FRAME WELDS54 O 72 X4 i �` 72 X4 I 16 � 53 – '••� I ~ 60 OR B1 AOHESTO I` �••14 SCREEN A ..-•:.� qg �'\ 60 -. OPT.PULL HANDLE ASSEMBLY 0 sa WITH LATCH DETAILS CONSTANT FORCE OR �' /ZwJ 16 B M1 ;• BALANCE d"/ 82 OR 83 40 OR 43 L' 42 43 SPIRABALANCE HANDLE OPT.PULL In 63 Imo\ s MITERED FRAME WITH �•�' SASH INTERIOR AND EXTERIOR 37 ASSEMBLYFRAME WELDS ss ;- 96 DETAILS EXTERIOR •• 53 5 'A :.. rand. i ODUCT FLBVlSED ,yES 70 8 53 J sa conplyiu_ii4i't t1�•F' . ~�- ---- 1 '•• III 1 t -�-"' "�, FRAME Acapi..Dat )s�?�D 0.o ` -.__ __'__. Ern,irntion Date 5 Y I_ 7 Revision: t 2Dz� ASSEMBLY ® .���aCN,••..N�'�i°; - By DETAILS \�' `� : a: VICENSF.,�� Ji: ri ndoPradviceCon- y�P No,58705 Description: Drawn By. EXTERIOR`•' ';� �. 1670 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI NOTES: �• �T'., 7 TE OF <U N.VENICE,FL 34276 1)SOME PARTSlOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. i��S '•F�ORIDP;,•''•�_�� (941)-080.1600 rifle: Date: 2)J-CHANNELFRAME SHOWN,PARTS#1&5.OTHER FRAME TYPES APPLY. .,;,,Y r O N �. coPrn,oR,mm1, SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 i�S/ G�� 3)FOR REINFORCEMENT TYPES.SEE DETAILS ON SHEETS 6&7. 77IIlN1P1 L I I1!!� PGTINDUSTRIE6,INC' Series/Model: Scalp: Shoeh Drawlnq No. Rov: 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.LYNN MI�t�R.P.E. ALL RIGHTS RESERVED P,E.#68705 CERT.OF AUTH.#2958 SH-5500 NTS 13 OF 13 MD-SH5500-01 B