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HomeMy WebLinkAboutNOA-SINGLE HUNG WINDOWSkF- i� VEQ ,cle County, Permittin, LU co 3 0 3 I MIAMI•DADE MIAMI-DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strcet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA} www.aiiamidadegov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 i SCOPE: This NOA is being issued under the applicable roles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, -the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-5500" PVC Single Hung Window— L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets I through 13 of 13, dated 05115115, 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 -bade 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 MIAMI-DADE COUNTY Expiration Date: July 30, 2020 P/1 Approval Date:- November 30,2017 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. NM-SH5500-01 titled "Single Hung Window Installation - LM', sheets 1 through 13 of 13, dated 05115115, 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® NXTr"I spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0714.03) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc.; Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94, . along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0519.05) 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. 19.05) 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 (coNmuED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (cowwuED) 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 06125/15, 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 51 Edition (2014) and FBC 6111 Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement•letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No.15-0519.05) 4. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0714.03) G. OTHERS 1, Notice of Acceptance No,16-0714.03, issued to PGT Industries, Inc. for their Series "5500" PVC Single Hung Window - L.M.I. approved on 08/18/16 and expiring on 07/30/20. �//.`a 4j t r 0 R -ILIA n E-2 ANCHORAGE EXAMPLE FOR 28-1/8' MAX. O.C. RADIUS -TOP HEADER (SIM. 12' MAX. FROM FOR ALL FRAME SEAM WINDOW TYPES) 54' MAX. BUCK WIDTH 30' _ 12' MAX. B,SEE �. ~ SHEEi3 11 MAX. O.C. �I A, SEEr B. SEE 30" MAX. O.C. 12" MAX SHEET 3I - SHEET3 it A, SEE -- SHEET3t EQUALLY SPACED ANCHORSPER TABLES 9111 0 I I / x I EQUALLY SPACED I ANCHORSPER / TABLES &11 / 12' MAX. - + EQUALLY 17-7/8' MAX O.C. SPACED ANCHORSPER TABLES 9-11 _ 84" —r MAX 10" MAX. O.C. BUCK HEIGHT - � 1 13-3/4' MAX. O.C. I 1r21 MAX EQUALLY SPACED ANCHORSPER TABLES 941 FIXED VISIBLE LIGHT WIDTH 1_�' I B. SEE FIXED SHEET I / VISIBLE T A, SEE I I LIGHT 17-7/8'MAX. O.C. SHEET 3{ HEIGHT EQUALLY r - 91.78" SPACED / MAX. ANCHORSPER O BUCK TABLES 9-11 - .�- HEIGHT" x I 4 10' MAX O.C. l � , SASH 13-34' MAX, O.C. EQUALLY I' VISIBLE SPACED - LIGHT / ANCHORSPER I HEIGHT / A� TABLES 9-11 - ' .. 18-10 MAX. 21-50 �~ ANCHORAGE EXAMPLE MAX. O.C. FOR ARCH -TOP HEADER(SIM. FOR ALL WINDOW TYPES) `(f y 10' MAX FROM FRAME SEAM D. SEE 30' MAX O.C. -�(�> 12' MAX. SHEET SEE SHEET4t 17-7/8' MAX. O.C. " I / 62' ' MAX. x I I 10'MAX.yIO.C. HEIGHT I 13-314' MAX. O.C. 1 I L -- --- — + SEE SHEETS JJJ _ 8&9 lA 52-1/8' MAX. BUCK WIDTH SEE SHEETS r 1-1/4' B&9 j1 O I I XI I 4 I L. I / T 84' BUCK HEIGHT AS SHOWN (91.78' MAX.) .B 1 �n�wv,.nurta r.i o,.i `_., BUANI:nOnJAl su.� `� B_f rvu Arv�,nunaAi aiw •--r D-f_--J 1-1/4' 'lll SEE SILLWEEP- SASH VISIBLE '-ill SEE SILLWEEP- '-lll SEESILLWEEP- SEESILLWEEP- 54' MAX. BUCK WIDTH NOTCH DETAILS, LIGHT WIDTH NOTCH DETAILS, 54" MAX. BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS, SHEET SHEET SHEET3 SHEET4 ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME ELEVATION FOR P. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION FOR'CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN 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 . ••• (CAP) ELEVATIONS..........................................._...._...... 1 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME, GLASS & ANCHOR OPTIONS .........:.....- 2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. INSTALLATION, FLANGE & EQUAL LEGIBOX..... 3 4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS INSTALLATION, INTEGRAL FIN & J-CHANNEL.. 4 DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN GLAZING DETAILS ................... ............... 5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, FOR OR ARCHITECT OF RECORD, (AOR). .............. ( ) DESIGN PRESSURES ........................................... 6-1 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 SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. .........."....•.""." fi 1/4' MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. EXTRUSION PROFILES._T.................................. '11 ASSEMBLY d PARTS LIST .......... .................. _.... 12-13 7) DESIGN PRESSURES: 4 NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. CODES / STANDARDS USED: POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, -STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION ;. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. •2014 FLORIDA BUILDING CODE (FBC), STH EDITION ';fHE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113% STRESS INCREASE HAS NOT BEEN -ASTM E130D-09 USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER •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 PRODUCT RL'VISED 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 ffi cam1391•81'I'�� Fes° 10) REFERENCES: TEST REPORTS FTL-7964 & 7966; ELCO ULTRACON NOA: ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZE/UGHTER •AISC 360-10 Building Code SHADES OF CAP COATED PVC EXTRUSION NOBS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NOS 8 ALUMINUM I UAL A�PMeouNo 17" a'05 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. . , �\ !, Revision: ie �n 4.D'Ia LYN/y USER INSTRUCTIONS:- ``'��•'' LICENSE�l� �% UPDATED TO FBC 2017. - JR - B;a �� 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT -FROM ASCE7.A '; 06/06/17 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. NO. 58705 3) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN = Oascrip8on: Bra By: PRESSURE FROM TABLES 48. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW = "0 4'` 1070 TECHNOLOGY DRNE GENERAL NOTES & ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. %� ZE - �4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11. VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR �Off'.0 (V�� N. VENICE, FL 34275 title: Gate: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3. AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEETSETARE MET. % '•,!a(ORIOP,.•' \�� ` (041}480.1800 5) INSTALL ASPER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. �i S:Si.._'."-r_lJG>,�� ,.,.e.e,,,....e,,,,� SINGLE HUNG WINDOW INSTALLATION -LM _ 05/15/�5_ NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, • v!!! I I�' 'I11 1111" I 'a'=' p I Selie9/Yodal: Scale: Sleet: Dras•!np No. Rer. INTEGRAL FIN OR EQUAL LEGBOX). A. LYNN MILLER, P.E. . SH-550O NTS 1 OF 13 MD-SH5500-01 B 11 a Ett s37os CERT.OFAUTH.&2S296 DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6-7 LARGE & SMALL MISSILE IMPACT RESISTANT Glass... Type _-_ Description (Listed from Exterior to Interior) Design Pressure Table# Sheet# 5 7/8' Laminated I.O.: 1/8' A Exterior Cap + 7116' Air Space + 5/16' Laminated; (2) LR96 of 1/6" A Glass with .090' PVB Intedayer 4,5 6 6 7/8" Laminated I.G.: 1/8" T Exterior Cep + 7/16' Air Space + 5/16' Laminated; (2) Utes of 1/8' A Glass with .090' PVB Intedayer 4,6 6 -7 - 71W Laminated LG.: 3/16'A Exterior Cap + 318" Air Space + 5116" Laminated; (2) Utes of 1/8' A Glass with .090' PVB Intedayer - 4,6 6 8 7/8' Laminated I.O.: 3/16' T Exterior Cep + 318' Air Space + 5fl6' Laminated; (2) Lites of 118" A Glass with .090' PVB Intedayer 4,6 6 9 7/8' Laminated I.G.: 1/8' A Exterior Cap + 7/16' Air Space + 5/16' Laminated; (2) Lites of 1/8' H Glass with .090" SG Intedayer 7 7 10 718" Laminated I.G.: 1/8' T Exterior Cap + 7116' Air Space + 5/16" Laminated; (2) LHes of 1/8' H Glass with .090' SG Intedayer 7 7 11 7/8' Laminated I.G.: 3/16' A Exterior Cap + 3/8' Air Space + 5116' Laminated; (2) Lites of 1/8' H Glass with .090" SG Intedayer 7 7 12 7/8' Laminated I.G.: 3/16' T Exterior Cep + 3/8' Air Space + 5/16' Laminated; (2) Liles of 11W H Glass with .0.90' SG Intedayer 7 7 13 7/8' Laminated I.G.: -1/8' A Exterior Cap + 5/16' Air Space + 7/16' Laminated; (2) Lites of W16' A Glass with .090' SG Intedayer 8 7 14 718' Laminated I.G.: 1/8' T Exterior Cep + 5/16' Air Space + 7116' Laminated; (2) Lites of3/16" A Glass with .09P SG Intedayer 8 7 15 7/8' Laminated I.G.: 3/16' A Exterior Cap + 114" Air Space + 7116' Laminated; (2) Lites of 3116' A Glass with .090' SG Intedayer 7 7 18 7/6' Laminated I.G.: 3/18' T Exterior Cap + 1/4' Air Space + 7/16" Laminated; (2) tiles of 3116' A Glass with .090" SG Intedayer 7 7 Group Anchor Substrate Min. Edge Distance Min. Embedment A MS #10 SS.S. (steel, 18 or 410 S.S.) P.T. Southern Pine (SG=0.55) 7/18' 1-3/8" Steel, A36• 3/8' 0.050, Steel Stud, A653 Gr. 33• 3/8' 0.0451' (18 Ga.) Aluminum, 6063TS• 3/8' 0.050, 3116" steel Ultracon ' P.T. Southern Pine (SG=0.55) 7116' 1-3/8" Concrete (min. 2.85 ksi) 1' 1-3/8' Ungrouted CMU, (ASTM OSD) 2-1/7 1-1/4" = g #12 SMS (steel, 1SM S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 8/16, 1-/8' Steel, A36• 3/8" 0.050" Steel Stud, A653 Gr. 33' 31W 0.0451' (18 Ga.) Aluminum, 6063-T5• 3/8" 0.063' 1/4' steel Ultracon P.T. Southern Pine (SG=0.55) 1" 1-3/8' 1/4' steel Cretefex P.T. Southern Pine (SG=0.65) 1' 1�/8" 1/4' steel Aggro-Gator P.T. Southern Pine (SG=0.55) 1' 1-3/8' C 1/4' steal Ultrecon Concrete (min. 2.85 ksi) 1' 1 -3/4' Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4' steel Creteflex Concrete (min. 3.35 ksi) 1" _ 1-3/4' 1/4' steel Ultracon Concrete (min. 2.85 ksi) 2-1/2' 1-W4' D 1/4' steel Creteflex Concrete (min. 3.35 ksi) 2-117 1-3W Ungrouted CMU, (ASTM C-90) 2-117 1-1/4" 114" steel Aggre-Gator Concrete min. 3.275 ksi 1-1/2" 1.318, Grouted CMU, (ASTM C-90) 2' 7- Group Anchor Substrate Min. Edge Distance Min. Embedmenr E 2-1/7 x .131" Common Nail P.T. Southern Pine (SG=.55) - 318" 2-7/1G" 2-1/2" Ring -shank Reoing Nag P.T. Southern Pine (SG=.55) 319" 2-7116" F #10 Tnrsshead SMS (steal, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.65) 1/2' 13/8" Aluminum, 6063-W 318" 0.050" Steel Stud, Gr. 33• 318" 0.D451" (18 Ga.) Steel, A36' 3/8' 0.050' #12SMS (steel, 1843 S.S. P.T. Southern Pine (SG=.55) 9/16" 1 318' Aluminum, 6063-T5' 318° 0.063' __ Gr.0.050" —or S � _SIeeI_Stud Steel, A36' 310" 0.050" GLASS TYPES 5. 7, 9, 11, 13 _ & 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 'UNGROUTED emu .VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. l Frame Glass Frame Frame - Types Options Conflgs. Shapes Installation Options that may be used (see Fig B) (see Table 1) (see Fig A) (see Fig C) ....into 2X Wood Frame/Buckstdp - sheet 3, option 1 -- Flange - - - - Equal-Ute,. Square/Rect., Through the frame ...into Concrete/CMU -sheet 3, option 2- ( ) 5-16 Oriel/Proliew & Cottage Arch -Top& Radius Top of thewindow •—:.••• --through 1X Buckstdp into Concrete/CMU -sheet 3, option 3 ....into Metal - sheet 3, option 4 •••into 2X Wood Frame/Buckstrip-sheet 3, option 1 Box / Equal -Life, Square/Rect., Through the frame ....into Concrete/CMU - sheet 3, option 2 Equal -Leg (44) 5 -16 OrietrPro%iew & Cottage Arch -Top & Radius -Top of the window...... ..••through 1X Buckstrip Into Concrete/CMU - sheet 3, option 3 ....Into Metal - sheet 3, option 4 • Through the .-.-inW2XWoodFrame/Buckstrip- sheet 4,option 5 J-Channel Equal-l.lte, Square/Rect., integral tin...... into Metal - sheet 4, option 7 (#1) 5-8 OrieUPrrniaw & Cottage Arch-TopB Radius Top Through the frame ....into 2X Wood Frame/Buckstrip -sheet 4• option 6 -.into Metal - sheet 4, option 8 of the window......., Through the ....into 2X Wood Frame/Buckstdp -sheet 4, option 5 Integral Fin Equal-Ute, SquamJRect. integral fin...... ....Into Metal - sheet 4, option 7 5-8 Oriel/Prmiew & Cottage Arch -Top& Radius Top Through the fame Into 2X Wood Frama/Buckstrip -sheet 4, option 6 . of the window........ •.into Metal - sheet 4, option 8 =11I - .. Lr]EAA=-.11 ni GTnMC EQUAL-LITE ,ORIEL COTTAGE -+{ BUCK WIDTH --►IBUCKWIDTHF►- T ---I T BUCK WIDTH T} x x = r RECTANGULAR m RADIUS -TOP T 2101 ARCH -TOP O O L& J-CHANNEL INfiEGRAL FlN O O FLANGE BOX OR EOUAL-LEG Material Min. Fr Min. Fe Steel Screw 92 ksi 120 kel 18-8 Screw 60 ksi 95 kal 410 Screw 90 ksl 110 ksl Elco Aggre-GatorO 57 kei 96 ksl Elco UltraCon® 155 ksi 177 ksi 410 SS Elco CreteFlex® 127.4 ksi 189.7 kei 6063-75 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 5B ksi Gr. 33 Steel Stud 33 ksi 45 ksi 'A' = ANNEALED 'H" = HEAT STRENGTHENED T =TEMPERED 'PVB' = .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. 'SG' = .090' SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED PRODUCT REVISED BY INSCRIBING THE SHAPE IN A BLOCk AND OBTAINING DESIGN PRESSURES es complying with dw Florida AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6.10. BuilffmS Code r r Aceeplanoe No ) 7-E 030 LYNA/ r,�i Rewxan: .apimt. nDrte ,ii ANCHORS RE -GROUPED. M;y„ nxdnPreauct 61 JR - 06/06/17 No.58705 • _ � :. = DoaedpDon: Drnrrn By. to7oTEQHNOLoovDltivE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI MIN. OF3 �pt4THV7;40 N. vENICE, FL 34275 THREADS iDi(�• �� Rib: Dot. BEYOND THE %c,' �4`7.,a!?!Q"-•a'G�=� (941C�1m�q SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 METAL m_�'. S/ - ` �Y-- - -- - 0 b7la+ tt02 RESEffireD __ - - -- - - SU6STRA'tfir III�A 11�� \Au Rs Serlu/Modal• Scab: Shut: Dmainp !b. - Rev: A. LYNjJIk)IIUR,P.E. SH-5500 NTS 2 OF 13 MD-SH5500-01 B P E a ssros CERT. OF AUTH. #29296 INSTALLATION DETAILS FOR FLANGE_& EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 EDGE DISTANCE ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. O 1 INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. EMBEDMENT - 1/4' MAX SHIM SEE NOTE 2. THIS SHEET. EMBEDMENT T EDGE ' DID 18 FLANGE FRAME (j DISTANCE SHOWN II FD(ED VISIBLE LIGHT HEIGHT BUCK HEIGHT SASH EXTERIOR VISIBLI LIGHT HEIyGH' OPT. 86 1- (2)1- 81 31 30 INTERIOR WEEP NOTCHESAT 80 EACH END. 1 FQRAME SHOWN .27' X 1.25' - WEEPHOLE W/COVER (� . 2.87' FROM 38 EACH END. ' VERTICAL SECTION B-B ' 44 BALANCE �1/4' MAX TYPE VARIES SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE EDGE j���//� Q 42 WITH SASH WEIGHT _ DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, - L1��LJ r SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. IIInnIIIII 20 OPT. SASH TOP FLANGE I� LIFT RAIL FRAME FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55- FROM END AND AT 1) USE ONLY 21 CENTER. SUBSTRATE -APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 36' WIDE: SHEET 2. FOLLOW EMBEDMENT AND ADD ADDITIONAL EDGE DISTANCE LIMITS. ANY 46 47 SCREWS @163/8' INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE 35 FROM END. FOR WINDOWS WITH WINDOW. BOTTOM LOCKS: 1 ADD ADDITIONAL 2 MASONRY ANCHORS MAYBE ) SCREWS @ 8-316' USED INTO WOOD AS PER TABLE 2, FROM ENO. SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS j DEPICTED AS 2X ARE 1.12'THICK USE EITHER OR GREATER. 1X AND 2X BUCKS D5564 LATCH OR (WHEN USED) SHALL BE DESIGNED BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO TESTED UNIT THE STRUCTURE. WOOD BUCK LOCATION: 6-5/6' DESIGN AND INSTALLATION IS THE FROM SASH END. RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD. FIXED VISIBLE LIGHT WIDTH INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX ' SUCKSTRIP INTO CONCRETE/CMU. ` SEE NOTE 2, THIS SHEET. EMBEDMENT ' 16 1/4' MAX SHIM �— SASH VISIBLE LIGHT WIDTH 17 nc EDGE I�Ujl DISTANCE TYP. ANCHOR 0 TYPE, 54 EMBEDMENT 30 AND EDGE 31 DISTANCE PER I� EDGE SUBSTRATE, EXTERIOR I 87 ` Ll\V\ c •' DISTANCE SEE TABLE 2, SHEET 2. _ 4 •^ BUCK WIDTH HORIZONTAL SECTION A -A EQUAL .EG/BO} FRAME SHOWN DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 1/4' MAX SHIM FLANGE FRAME SHOWN 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 67 OPENING) IS MEASURED FROM r AFAEOUH 1/4'MAX SHIM BEADING TO BEADING. RMIMFMETALL 1111/ NO ANCHORS REQUIRED IN VISIBLE LIGHT FORMULAS FLANGE OR EQUAL -LEG WIDTH FRAME SILLS @SASH: BUCK WIDTH -6-12' @ FIXED LITE: BUCK WIDTH -4.318' HEIGHT (EQUAL-LITE) - BUCK HEIGHT2 - 3-15/16- 111 III * No. 58705 010 OR N12 STEEL 1/4• MAX, SELF -DRILLING SHIM SMS (G5), SEE TABLE 2, SHEET 2. EGUAL ul__ LFG ME FRAME SHOWN EXTERIOR f� INSTALLATION V OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL 0m Fkwma �?►�,0 ;•., sT l ((/��� N. 70 TECHNOLOGY EC OLOG 6KI DRIVE FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWS :F(ORID342 P.•'• \�� 941}480-1600 Title: Date: SS��NAL ( 8AD-16 GHlCZa,7 SINGLE HUNG WINDOW INSTALLATION'- LM 05/15/15 -:rt .1'.Y — _ PtIT.Q✓OtlSf3aES,PiF --Serfes/Nodok !e 5"T' bm7.np __.. _ ���p, a NT SH-5500 S 3 OF 13 MD-SH5500-01 B A. LYNN MILLER, P.E. INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL Ft EMBEDMENT FIN INTO 2X WOOD FRAME OR BUCK- STRIP. SEE NOTE 2, THIS SHEET, J-CHANNEL FRAME SHOWN 0 1 �a _o Q FIXED VISIBLE LIGHT HEIGHT I49 72 14 BUCK ° HEIGHT FiD II 1 SASH EXTERIOR VISIBLE LIGHT HEIGHT 86 k1- J— T. 30 '81 INTERIOR 31 WEEP NOTCHESAT 80 EACH END. INTEGRAL FIN a FRAME SHOWN 2T X 1.25' WEEPHOLE 38 W/COVER @ 2.87- FROM EACH END. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE STANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (SCREW SHOWN) EMBEDMENT EDGE DISTANCE INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 114' MAX SHIM INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. /-1 1/4' MAX SHIM �- EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE U ❑L� 18 SASH VISIBLE LIGHT WIDTH 17 ❑ DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. D (SCREW SHOWN) TT 44 BALANCE TYPE VARIES -- EMBEDMENT `7/4' MAX SHIM EDGE E EMBEDMENT TYPE. EDISTANCE DMENT AND - EMBEDMENT II(JI RD� 42 WITH SASH WEIGHT 54 3D o 31 DISTANCE PER SUBSTRATE, . SEE TABLE 3, SHEET 2. (NAIL SHOWN) ' EXTERIOR g7 INTEGRAL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE -� 7011 =JJ OPT. SASH TOP � J-CHANNEL 1 FIXED VISIBLE LIGHT WIDTH - 3 FIN FRAME SHOWN DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL.SHOWN) FRAME FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55- BUCK WIDTH \ FROM END AND AT 1)USE ONLY . HORIZONTAL SECTION GC J CENTER. SUBSTRATE -APPROPRIATE FOR WINDOWS ANCHORS LISTED ON TABLES 2 8 3 ' OFSHEET 2 FOLLOW EMBEDMENT ^-^^-^^^^••^^ •• • •^-• ^^^ ^^-•^•- OVER 36' WIDE: 1/4• MAX. ADD ADDITIONAL ' AND EDGE DISTANCE LIMITS. ANY SHIM SCREWS Q18.9/8' INSTALLATION OPTION SHOWN MAY 47 35 FROM END. BE USED ON ANY SIDE OF THE - FOR WINDOWS WITH WINDOW. BOTTOM LOCKS: ADD ADDITIONAL 2) MASONRY ANCHORS MAY BE SCREWS @ 8-3/8- USED INTO WOOD AS PER TABLE 2, FROM END. SHEET 2. ALL WOOD BUCKS LESS ❑ THAN 1.12' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF USE EITHER UNIT IS INSTALLED DIRECTLYTO LATCH (SHOWN) SUBSTRATE. WOOD BUCKS OR BOTTOM DEPICTED AS 2X ARE 1-1/2'THICK LOCK (SHEET 3). OR GREATER. 1X AND 2X BUCKS TESTED UNIT (WHEN USED) SHALL BE DESIGNED 63 TO PROPERLY TRANSFER LOADS LOCATION: TO THE STRUCTURE. WOOD BUCK END FROM SASH END. DESIGN AND INSTALLATION IS THE #10 OR #12 STEEL 1/4' MAX. - SELF -DRILLING SHIM SMS (GS), SEE TABLES 2 8 3. ❑� SHEET 2. RESPONSIBILITY OFTHE ENGINEER INTEGRAL FIN NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME FIN AND/OR FLANGE REMOVED IN -FIELD SILLS IF ANCHORING 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 114' MAX OPENING) IS MEASURED FROM ANCHORED THROUGH ID BEADING TO BEADING. T SHIM i EDGE --) EMBEDMENT r- 15 VERTICAL SECTION D-D STRIP. SEE NOTE 2, THIS SHEET. I II /, INTEGRAL FIN INTO METAL a��'' �ICENSF • ;�(�� VISIBLE LIGHT FORMULAS Q' No. 587D5 = Tt WIDTH @SASH: BUCK WIDTH - 6-12' @ FIXED LITE: BUCK WIDTH-4-3/8' .• SiA O I / •' •((7�� 1070 TECHNOLOGY DRIVE 'n 7!/ N. VENICE, FL 34275 HEIGHT(EQUAL-LITE) %�s •'•''IORIDP,.•'G�'��� (941)48Q78n BUCK HEIGHT2-3-15/16' A. LYNN MILLER, RE #29296 INSTALLATION ' OPTION 8 PRODUCCREVISED ANCHORED THROUGH FRAME INTO METAL M aomptyingwith the FAak1a (INTEGRAL FIN/FLANGE REMOVED) Building Code rf A—ptan. No ! �10.()r,f� m: — ' n Dete /G�� By Afia:ni ade Prod�ca DeeMptlan: � try: J-CHANNEL & INTEGRAL FIN FRAMES urorn J ROSOWSKI TfBe: Date: HUNG WINDOW INSTALLATION - LM 105/15/15 SH-5500 I NTS 1 4 OF 13 1 MD-SH5500-01 I B -�{ 7/8" NOM. 5/16" A/A PVB 7/16" AIR SPACE--\\ 1/8" A GLASS aEXTERIOR 7E79 5/16" A/A PVB 7/16" AIR SPA 1/8" T GL a- 718 ^NOM. [ - 5116" A/A 3/8" AIR 3/16" A aE 718NOM. I -- GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7. 7/8' NO7/8' N718" NOM. 5116" H/H SG 5/16" H/H SG I I 5116" H/H SG 7/16" AIR SPACE 3/8' AIR SPACE 3/8" AIR SPACE 1/8" T_ GLASS 3/16" A GLASS 3/16" T GLASS aEXTERIOR a EXTERIOR a EXTERIOR 7E79 7E79 7ET9 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 7/8' NOM. 7/8' NOM. 5/16" A/A PVB 5/16' H/H SG 3/8" AIR SPACE 7/16" AIR SPACE 3/16" T GLASS 1/8" A GLASS aEXTERIOR a EXTERIOR 7E79 7E79 GLASS TYPE 8 GLASS TYPE 9 -+{ 7/8' NO7/8• NOM. 7/16" A/A SG I I 7/ 5/16" AIR SPACE 5/1 1/8" A GLASS aEXTERIOR 7E79 GLASS TYPE 13 16" A/A SG 6" AIR SPACE 1/B" T_ GLASS EXTERIOR a 7E79 GLASS TYPE 14 I 7/16"A/ASG 7/16"A/ASG IWNOM.GLASS GLASS TYPES 9THR000H 1/4"AIRSPACE " 1/4"AIRSPACE 76.79 BITE TYP. 116 MAY NOT BE USED 3/16" A GLASS 3/16" T GLASS ' 72 74 WITH J-CHANNEL OR INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR ' TYPES 5. T. 9, 11. 13 7E79 7E79 31 'GLASS 8 15 MAY NOT BE USED IN XTERIOR 75 THE HVHC ABOVE W. PRODUCT REVISED a GLASS TYPE 15 GLASS TYPE 16 m m.plymgwithUta Fkd& amge t nccepLe„c.�3a- ��.� ANY LYNN '�, .... , R.Wsfonr rationDxte �LOEN Fn.T 7 * : No.58705 =_ •• • '• • , . GLAZING NOTES: 'A' = ANNEALED TYP. GLAZING DETAIL •H =HEAT STRENGTHENED / _ * _ _ -0 ; �' = =7� :�; �STZFr�.•'PVB'=.090•TROSIFOL®PVBBYKURARAYAMERICA 1070TECHNOLOGYDRIVE Descrfptlon: GLAZING DETAILS Dma n W. J ROSOWSK •T'=TEMPERED' . INC. T'•.F;�` �s N.VENICE,FL34275 -•SG•=.090'SENTRYGLAS®BYKURARAYAMERICA. INC. �i '•��RI�P••'• \�` (NI)4804600 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/1 FOR,LAMINATED:GLAZINGGOMPONE�EELT,�IBLU—SHE --- ---/-t f7T,T,11.1,ti:N`- C0FYRaHT020l7 'INDMUR�; =side9lmodal�—Scale—Shee4 "Divining No.-- Rm A. LYNN MILLER, P.E. rcoT ne,.,�.,•„e SH-5500 NTS 5 OF 13 MD-SH5500-01 E TABLE 4: 01a. TyPS. s,s,ra& . Design Pressure, 6e1R2 R.i.E 4.NI Rt FO 11 hd-&a..a.1- ANCHOR GROUP AND QUANTITY. Tj' EXTEj(7 on Aye/////(II�aO V JAMB MEETING RAIL E>t<3 SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5, 6.7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) ai0. typ. 5 R.Int t.Nl Rx DSsoi441tna0h.n Rwa. G VVWM Hegd Snma Sosnwiyn Ram On) Design Pressure, Mae wmm..e� uP.46 wI 57.35 235 Eq m. 11.304 +65.0 I -m0 4 .0 -70.0 Simdwd Calta 14.517. 15.5TO -010 -7M0 4550 -70.0 n EO.Pm Stwdwd Pmd.w 11.563.14.516 11.377-11582 405.0 .65.0 -7a0 -710 465.0 *MD -r0.0 -70.0 Tds.t 5517-=M .05.0 -'MO 465.0 -70.0 SI.W dw.s. 2[LW.23310 4460 -7a0 465A aao 37.3T5 Eq."w 17.517-MRS? +560 -MO 485.0 Jog •Slwdwd PrWw 14.517.n515 +e50 -7Q0 +65.0 -70.0 SInd.1 11.377-14515 .650 Tao 1 .05.0 -70o Tdad 2r.513.31.011 410 -mo .Td.0 -700 C.t.m Site 26517.27.Sa2 +810 -MO .65.0 .70.0 S1.d.d Ciao. 23.5046515 .55.0 -mo 45.0 .70.0 4{ E@a48w S..Iffd Pmvi- 20.517-23.510 17.517-21518 +e5.0 4850 T0.0 -7S0 +65.0 465.0 •70.0 -70.0 C,su Sa. UM7.17.516 +650 .70.0 .85.0 -700 Stnd. t 11.377.1451e +650 -71L0 405.0 -700 T.1" j 31.583. 35.911 +85.0 -mD 465.0 -70.0 S-d.d CM p M517.315M +MO -mD .65.0 -70.0 48 fit• SWdwd PlWew 2Dsn-2e51e 17.517-20.515 .es0 -no -ro.D -Mo +as.o 465.0 .rao -7a0 Qs-SaeI 14.517-T7.518 +mo -7oo .65A -7ao C.b Sae 12517.14.515 +ao •m0 .65.0 -mD Sh.d.l 11.377-12.516 +SSO -70.0 465A -70.0 E TwF n208-37XV 4650 -70.0 +e5A -7a0 Stwdwd Ca0a0. 28517-9277 4650 -700 +85A 40,0 ERatml 9.517-28.5la 4850 .70.0 ... 20 m C.bm Sa. 20. 465.0 .70.0 4 85A511-Z1.518 .70.0 StudPmimr 17517-20.518 ea&D 40.0 -Mo .70.0 C.tan bite 14.51T-17518 -MO -MO +55A -Ta0 C.1 Sa. 11517.14.516 .OSa -70.0 ,as.0 .70.0 Smfi w 11.377-U516 .050 -mD +6SD .70.0 Tww" 3&517-41544 .05.0 -MO +SSA -700 S1vda.C.Rag. 31.517.36510 +65.0 -70.0 465A -70.0 Eµ ". 26517-31.515 -0&0 -MO I 455.0 -rao Stanlwd Pmd.w 2&517. ama .aS.o .7eo 46SA -70.0 82 C.ISm Sa. 2a51T.26.515 +55.0 -70.0 +65.0 -70.0 C.tom Sa. 1T.517-20.516 .0aO -70.0 485D -70.0 C.wm Sa. 14.517. 17.510 +SSO -70.0 465.D 461 C.bm Sae 0.017.%515 .850 -70.0 465D 47.3 SMrt.t 11.854. 13.016 ;ED -700 4WD 405 Twic.l 90.517-41.644 +650 -70.0 465A -M..0 Q.t.. Sae 38.517-39.616 +650 -70.0 465D -70.0 Ewa 35.517. 3S.515 +8SD -70.0 +Mo -70.0 75 C.a Sa. 52517. 35.515 +050 -70.0 .65.0 -MO Slw.dF-i., 29.517. 32.518 +660 -70.0 -05.0 -mD Cstom Sa. 26.517.M.615 +aao -ro.o .65.D 47a smd.4 255le-M516 4e&O -7as .es.o 46s Eq."" 36517-41.w .55.0 aaD 485A -7ao 84 DAa Sa. 35517-36518 .aSO •ro.0 485D .1.J Slawtdaw..aa 31815-35.515 no -mo 4es.o 4m.s Tda51 - - HAII +640 -m0 465A 48.5 TABLE 6: ala.Tmm mall Design Pressure, lbslle +65.01-70.0 ROK l.N1 R2 Fotellydna5prd...s.a. ANCHOR GROUP AND QUANTITY. Uj/ EMEROR �_ .. .// II JAMB �7 MEETING RAIL -.R10R I I I II I SASH a •Ilil `ITlfl(11_ HEIGHT 1) SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) PRODUCT REVISED as 4•AmPlyi.* with dw FlatjdF, SEE TABLE 10. SHEET 9 FOR ANC H " MIN. SASH HEIGHT WIN N}�U OUP AND QUANTITY. I(JM7 50.136 B.IdIAg Cade ' ` Q��; • y,1GENSF'•-�(�'� rta Data BMir±41i edsPrOduat _.: No.58705 NOTES: -'10 (� I� �;1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. ��.C''-, ST TE O ([/ '•.F[ORIDP,.•'' 1070 TECHNOLOGY DRIVE N: VENICE, FL 34276 DESIGN PRESSURE TABLES J ROSOWSKI 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS ASPER THE FIGURE. i F \t'� i�`4S ""' C�.�� ZONAL (941}4ea-16oD rift SINGLE HUNG WINDOW INSTALLATION-LM Dot.: 05/15/15 _ -3)_EOR-SIZES.NOT-SHOWN ROUND-UP-TOTHF- NEXT-AVAILABLE-WIDTFL-0RHEIGHT-DIMENSIONSHOWN--ALL -y�N-� - q�t ,� _ -R , ON THE TABLE. - A. LYNN MILLER• P.E. RIGM RESERVED SH-5500 NTS 6 OF 13 MD-SH5500-01 B P.Ef758705 CERT. OFAUTH.0292M 014r1)PP. ►12. 15&'a Rand.L.w1 3 B.tmm sasn Du`*im lmChm R=0 WMm Fkpht 3huw Sub Halsor RwOe On) OeslDn Preuure, IhaM' WW-B..k Wl W up 40 49 1 51125 1 64 23,5 Ew"a ll.394 .70.0 1 -"0A .m.0 410.0 .70.0 410.0 .m-0 410.0 Standard C.0e0. 14517-15.870 470.0 -110.0 +70.0 -110.0 470.0 1 -110A 1 +70.0 -1100 2S Equd48e 11.5a9-14.510[-70.0 410.0 +70.0 -110.0 +70.0 -110.0 +m.0 -110.0 SWedard Pialow 11.377-11.582 410.0 .m.0 .110.0 .70.0 .110.0 +m.0 41a0 Taut 215t7-25.2B8 4100 .m.0 -110.0 +70.0 •11a0 .m.. 4 MO Stmdmd C.Up 20.638-23.57e -110A .70.0 -110.0 .70A 410.0 .m0 -110.037.376 Equdlde 17.617-20.057 -110o .70.0 •110.0 .70.0 .110.0 +70.0 40a0SWndmd P-iew u517-17.516 -110A .70.0 •1mo .70.0 -1f0o +m.o •1m0SI ut 11.3T7. 14.516 410A +m.0 -110.0 +700 -107.0 +m.o -1010TWunt 27.583-31.911 -112 .m.0 E0.0 +70.0 •010 .7ao -00.0cuu-SL. 20.517-27.582 -110.0 .mA -110.0 +70.0 -11ao .70.0 410.0SWrdr0 Coaw 2a517.2B.510 410.0 +70A -110.0 +7ao -1100 +m.0 -11ao N Eq u34,a 20.517-2151a +m.0 41UA +70.0 410.0 +70.0 -liOA +m0 .11LL0 Standard Pmdea 17.517-20.51a +70.0 .110.0 .m.0 -t10.0 +700 -lto0 +70.0 410.0 Gahm She 14.517-17.518 .mJD 410.0 +mA •110.0 +7ao •110.0 +m.0 •110.0 Sh00aR 11.37T•145to +mA •110.0 .70.0 •c10.0 +70.0 -107.0 +7aO 403.0 TdWat 31.583-35.011 .mA -110.0 .m.0 410.0 .70.0 43.0 +70.0 -00.0 SWrdsd CbO,e 29.517.31.5B2 .70.0 410.0 +70.0 -110.0 +m0 -110.0 +m.0 410.0 Equaldne 20.517-2e.510 +mA •11" .m.0 •10.0 .70.0 •1100 +m.0 -110.0 48 SWndad Prafer 17.5n•20.516 +mA 4100 +70.0 .1mo .70.0 .11a0 +m.0 4m0 OAt.. Size 14A17.17.516 .mA .110.0 470.0 -11a0 +70.0 4±D ♦m.0 -110.0 c.b-Size 12517. 14.57e +m.0 410.0 +m.0 .110.0 +70.0 41a0 .m.0 410.0 Sh dut Tat 11-M.12.51e 33.208.37.69E +70.0 +mA .110.0 410.0 .m.0 +m.0 -110.0 -00.0 +70.0 +m.0 -110.0 4&0 +m.0 .7a0 •110.0 -9i1.0 Standad CWO 26517-33.277 +m.0 -110.0 +70.0 -110.0 +m.0 -1%0 470.0 -110.0 asj E¢ull(W 21517.25.515 .m_0 •110.0 .m.0 -110.0 +70,0 Moo +70.0 4laO pamm (the 29.517-20s16 .m.o •11" .m.0 410.0 .7ao 41Q0 +7ao 410.0 49.M Standard Prwie 17.517-20S16 .70.0 -110.0 +no -110.0 .7n0 -110.0 .R0 -110.0 Cm Wm Size 14.577-17.S1B .TO.O -110.0 .70.0 -110.0 +70.0 410.0 .70.0 .110.0 Gahm biz. 12517.14.516 +70.0 410.0 +70.0 41CO +70.0 -110.0 +m.0 -110.0 sbul l 11.377-12-518 .m.0 -TWA .700 -110.0 .7a0 410.0 +m.0 410.0 Ta t 31517-41.044 +m.0 •110.0 .70.0 -110.0 .70.0 410.0 +7ao -110.0 St dwd C.On. 31.517.3651e .mA -110.0 +m.0 .110.0 +T0.0 -110.o .70.0 -110.0 EquAJBe 26517-31.51a .m.0 410.0 +70.0 -11a0 +70.D -110.0 .m.0 -110.0 SWndad Pr.,nw 21517-28.51a +m.0 _110.0 +70D -110.0 +70.0 -110.0 +m.0 -110.0 62 Gabor Siz. 2D.517-".Sta +70.0 -110.0 +70.0 ATO.0 .70.0 •110.0 +m.0 410.0 Gabor Sim 17.517-20.518 +m.0 410.0 +m.0 -110.0 +T0.0 -110.0 •+7Q0 410.0 GnW,n She 14517-71.518 +m.0 -1/0.0 .m.0 -110.0 .70.0 -71Q0 +m.0 -11Q0 Gahm Sh. 13.017-U.516 .70A -110.0 +]ILO •110.0 70.0 •110.0 +70.0 •110.0 Swot 11.604-13.016 +70.0 410.0 +70.0 •110.0 +7ao -110.0 +m.0 -110.0 Ta!"t 30.517-41.644 .m.0 410.0 +70.0 •110.0 +70.0 .110.0 .70.0 -110.0 Cusbm Sh. 3a517-39.516 +m.0 -110.0 +70.0 •110.0 .70.0 •110.0 .70.0 -110.0 Eq.Mu, 35517-36.616 +70.0 410.0 +m.0 •110.0 ♦70.0 •1101 .X0 410.0 75 Galom She 32517-35.516 .700 410.0 +70.0 •110.0 470.0 •110.0 +7a0 •11a0 6Wndud Prwlew 28.517. 32.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -11Q0 L7at-She 2a517-9.61B .70.0 -170.0-110.0 +70.0 -110.0 +m0 -1100 4 5lvleal 25.516.25.616 +mA •11D.0 .m.0 -11a0 N0.0 -110.0 +m.0 -110.0 Equ . M517.41.644 +70.0 -110.0 +m.0 -110.0 +T0.0 -110.D +70.0 -110.0 84 cwrt She 35.517.3a.616 +70.0 -110.0 a70.0 •110.0 +70.0 -110.0 +70.0 -170.0 SL,d"Prwim 33818.35516 +m.0 -110D a70.0 -170.0 +T0.0 -110.0 +70.0 -1f0.0 0US Tdlut ^ - 41.64. +70.0 •110.0 +m.0 -11Q0 +70.0 -110.0 +7710 -110.0 acc t.ia�c r t, onccl ru rvn rv...n.an aanv..r rv....a.. ., '• MIN. SASH HEIGHT = WINDOW BUCK HEIGHT-50,136 NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PERTHE FIGURE. ®®0®©000®0 =mmcmm3==CISM N��ffmmFmmCMM3CMffMZMffM mmmmmmmm W-r""4lrMFMUWM CMMMCMMMCMCMCMMMEM'3CMEMEMEMCMIM K==KZMMCMEEKMMMEMEMCMIMEMEMEMEMSMEMKMME CMMMCMEMCMEMCMEMEMEMIMEMEMEMEME, ��FMTWIM CMNMEMEMEMEMEMEMCMEMCMIMEMEMKmai WM-n-TMrMFMZMEI CMEMEMMMIMEMCMEMEMEMCMEMCMEMCMEM �ffmTmmn®" gmcm" ®" ®" ®" g i®" c '®' EME EMEM®" EM wm�-- PTMPM®" ®" ®" MMC ®" ®" MME EME EME '®' CMEM IC3M®- �CME339MEMCMM3CMMEMmEMEMCMKMCMM 5EE TABLE 11. SHtt 1 10 FUN ANUHUK UKUUY ANU UUAN I I I T. -MIN. SASH HEIGHT = WINDOW BUCK HEIGHT- 50.136 LYN�y \ICENSF'•. * : No.58705 •�z ���'` %�0� 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 •..• STA O AlORID (941}-080.1600 (C p`.•'- \�: • •.. • • ,7sS�O �r1G.�` OOPYIpO11f02ot7 IMENSIONSHOWH _ - -_ _✓.r7. /A11 :1'-'. -_- _ A. L ft!�ER, P.E. -__ Ia�Rlrarts®+Ic P.E.# 58705 CERT. OF AUTH. #29288 SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES 9-16 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL CONFIGURATIONS) GLASS TYPES 9 THROUGH 18 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL PRODUCT REVISED FIN FRAMES us plyiagwith the Florida Hlttldl0g Code Acceptnnco Nod .�j Ev{rim[io0 Dai6 7�� By ,Yajfimi ads P7 .1 C.- DESIGN PRESSURE TABLES J ROSOWSKI TINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Ser/-/d(udeN SGafa.Rer. SH-5500 NTS 7 OF 13 MD-SH5500-01 B 3.500 .062' �Lj L`o-, I 1.483• G� o❑J � � 0 .625' O J.CHANNEL FRAME •625' T 1.375' HEAD/JAMB .6255" I ' 630, .065` I 1.375' --�0 1231- O 1.000' �- 14 FIXED 16 SASH RAIL MEETING RAIL OFLANGE FRAME HEAD/JAMB 3.463' �{ -� 2.444' OFLANGE FRAME SILL 3.500" --►'�I -- .062' 1.483° \ Fjs D 1.483' 1 oo❑ OEQUAL LEG FRAME HEADMAMB - 3A83' �{ j .062'3.483' D+- .osz• 2A44'ago 2.444. �al�oo❑ L( o OFIN FRAME EQUALLEG SILL 8 FRAME SILL .070' --- jr'I .060' .715' --�, 1.185' OLIGHT SASH 23 REINFORCEMENT 070' -�-{ I►- .7. "1.036" �~ 1.331• IIIIjf- STANDARD 28 MEETING RAIL REINFORCEMENT 1.215' 1.376° I 2.100' 2.176' 1.472` 1.565' .974" 59 �� .471' 5907' ° ' .035' -7- 070 .0.50' .070'H .050" JJJ + .060' SASH STOP LIFT RAIL LIFT RAIL BEVELED BEVELED 17 COVVEERCE I 16 SCREW COVER 8 INTERLOCK 9 INTERLOCK COVER 21INTERLOCK OO INTERLOCK COVER 1.184' �- 070' .810' 7- - 11-- .150" I 25 HD SASH REINFORCEMENT 1.182' I-�- WO 1.041• L .139, 1.340" ,-- HD MEETING RAIL REINFORCEMENT PRODUCTREVISED a% complying with tho Florida Il Idin Code \\\\lulnr/rr/ AccepLnccNo 17.0�3 .QS 'I /i RoNslon: G.piralioo Dale �� .316' .300' �`�'`.•''•\.1GEN3F•%C/' •Boy �j- .175 = Q•:•';f�% P3tni ptr�S+ui�Ceot4g!^J .75a' .750' _ * No, 56705, L/ .035' -�{�►- } .025' -�{�- } V AATIE -'�` nr- D-.dptlm: Dram By: LAMI IG EXTRUDED ROLLED I %O ••,p � 1070TECHNOLOGYDRNE WINDOW EXTRUSIONS J ROSOWSKI Al- N. VENICE, FL" 34276 O BEADING O SCREEN FRAME SCREEN FRAME i c�`S,'••F<ORIDP,.•' 78e: Dot.. 10NAL ��G`�� (�l)aealsaD SINGLE HUNG WINDOW INSTALLATIO�!_LM- \ COWPoGHio P17 _ _ _ _ - - - PIIFli11731P1E&-it7 -= Sarfea/Model: Srnle:- Sneet DroNI M, Rer. -- -- - -- -- - -- - A.LYNNMILLER,P.E. """GM "��"® SH-5500 NTS 11 OF 13 MD-SH5500-01 B P.E-958705 CRT. OF AUTH.#29298 TABLE 12: BIII of Material # Part # Description Material 1 620101 Single Hung Frame Head & Jambs - J-ChannelPVC 2 620102 Single Hung Frame Head & Jambs - Flange PVC 3 620103 Single Hung Frame Head & Jambs - Fin PVC 4 620104 Single Hung Frame Head & Jambs - Equal Leg/Box PVC 5 620105 SH/DH Frame Sill - J-Channel PVC 6 620106 SH/DH Frame Sill - Flange PVC 7 620107 SH/DH Frame Sill -Fin PVC 8 1 620108 SH/DH Frame Sill - Equal Leg/Box PVC 141 620131 Fixed Meeting Rail PVC 16 1 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620134 Balance Cover PVC 18 620133 Sash Stop/Screw Corer PVC 19 620156 Pull Rail Interlock 6005 T5 Al 20 620144 Pull Rail Interlock Cover PVC 21 620157 Beveled Interlock 6005 T5 Al 22 620145 Beveled Interlock Cover PVC 23 620150 Light Sash Reinforcement 6063 T6 All 25 620152 HD Sash Reinforcement 6063 T6 AI 26 620153 Standard Meeting Rail Reinforcement 6005 T5 AI 27 620154 HD Meeting Rail Reinforcement 6005 T5 AI 30 61644 Weatherstrip, .187' x .270' Fin Pile 31 6Q300 Weatherstrip, .190" x .300" Foam Bulb Flex PVC 32 61719 Weatherstrip, .187" x .220" PolyPile 33 61825 Weatherstrip Plug, .220' Fnseal 35 78X1MTTT #8 x 1' Ph. PH SIDS (Interlock Mounting Screw) 36 78X3THPX #8 x 3' Ph. PH SMS (Meeting Rail Screw) 410 SS 37 71669SP Meeting Rail Screw Support Plate 6063 T6 AI 38 720210 Weep Hole Cover PVC ` 40 720X0000( Constant Force Balance 41 #8 x 3/4" Ph. FH SMS (Can. Farce Balance Screw) SS 42 Spiral Balance 43 720205 Spiral Balance Shoe Nylon 44 78X114FPAX #8 x 1-1/4" Ph. FH SMS (Spiral Balance Screw) 410 SS i Part # Description Material 76 Kommeriing 4SG TPS Spacer System See this Sheet for 77 Quanex Super Spacer nXF with Hot Melt Butyl 78 Quanex Duraseal Spacer Materials 79 Cardinal XL Edge Spacer NOTES: 1)P-VGBY=ENERGI-WINDOIKAtL-POORPJ2GEICES LTD.T4BETABECE6FOR=AAMAf�(TRUDER CODE— 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 STRUCTURAL POLYISOBUMENE WITH DESICCANT EXT.GLASS�/ CONE STRUCTURAL SILICONE 1W NOM. FOAM WITH DESICCANT EXT. GLASS--v ELT BUTYL 3/16" NOM. —INT. GLASS C(U/ `INT. GLASS KODISPACE SUPER 76 4SG TPS SPACERDNXT'" ALUMINUM REINFORCEMENT POLYISO- DESICCANT. FILL AREA BUTYLENEVINTI.GLASS 5/16' NOM. 5/16" NOW SEAL BUTYL & ICONE SEAL DESICCANT ROLL -FORMED FOAM _ STAINLESS STEE EXT. GLASS EXT. GLASS INT.GLASS 7e DURASEAL® (,-.,XL EDGETm ODA rCD ODArcm PRODUCT RE VISFD es -.Plying with the Florida Building Cede t t i � I„ AceepUaco No f %D63O-O,e LYNIv ��i� !11 ' Revralm: F ira nnt)Btc�(j_ 20QD L+Y v,ICEN$F •v(� MFiami adc tivducl * . No.58705 r V =� g2- (� 1o7oTECHNOLOGY DRIVE BILL OF MATERIAL (BOM) J ROSOWSKI O '. STATE OF •�_�: N.VENICE,FL34275 i�C�3i •'•;c�ORIDP,.•' tsa+>Jec•+� SINGLE HUNG WINDOW IN= N — LM— = 5 L=Scd15- - ��_%%S,�ONAt=—=Pao - --- --- 11rr— jllytt µ�pxyrte aEgEaym-Nod*P Seola: Sheet' RB a LYNN MILLER. P.E. P.E.p SB70.5 CERT. OF AU+H. iR9288 SH-5500 NTS 12 OF 13 MD-SH5500-01 NOTES: 1) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J-CHANNEL FRAME SHOWN. PARTS # 1 & 5. OTHER FRAME TYPES APPLY. OPT. SWEEP LOCK MITERED FRAME WITH —INTERIOR AND EXTERIOR FRAME WELDS LYNN''. �� a,�N•.... Revision: * : No, 58705 p Deseri bon. EXPLODED ASSEMBLY 1070 TECHNOLOGY DRIVE OF N. VENICE, FL 34275 �46 �ORIDP,.. ' (041}d 1000 Title: 0A��NG���` --�-7I11 -—ALI. coPrRlo,rrow„ g5E7iVED=Saliea/6}adel: SINGLE HUNG WINDOW A. LYNN MILLER, P.E. RIwC#ffSRE „« SH-5500 NTS ORS as --Plying with tl . Florida 3vildi g Code Aa ptonw No ) 7- fJ, O PxpirMioo Daie Qp 0 13Y 11Emi do Pradud Ca t D,a.tt DY: J ROSOWSKI Dom: INS_QOTALLAT. - M—=05L-15/15_ set: Drorhg No. Rev: 13 OF 13 MD-SH5500-01 B