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Home My WebLink AboutNOA - SINGLE HUNG WINDOWMIAMI-DADE MUM-DADE COUNTY p PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA www.miamidade.sov/economy PGT Industries, Inc. P ECEIV to 0L,1AN bV 1070 Technology Drive BY North Venice, FL 34275 NOV 2, 0 St Lucie County SCOPE: This NOA is being issued under the applicabl $11'"4� 1 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-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 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been' no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.03 and consists of this page 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. NOA No. 17-0630.05 MIAMI-DADE COIfNTY Expiration Date: 3uly 30, 2020 a c } Approval Date: Nove►nber 30, 2017 f f 2a�f Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) . 2. Drawing No. AM-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, 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 aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale spacer system, Super Spacer® NXTTn'I spacer system and �L 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 si.ngl hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 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.�19.0� Manuel Ybrez Product Controf,,Exy NOA No.17-06 Expiration Date: July 30, Approval Date: November 30, E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (CONTINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No.16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC 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 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 icing on 07/30/20. Man Pere , P.E. Product Con rol E miner NOA No.-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-2 ANCHORAGE EXAMPLE FOR 28-1/8" MAX. O.C. RADIUS -TOP 54" MAX. BUCK WIDTH HEADER (SIM. 12' MA SEAM X FROM 30' 12" MAX. FOR ALL B.SEE MAX. O.C. WINDOW TYPES) // SHEET3 �J � A, SEE I-- —. • -i 12' MAX. B, SEE - 30' MAX. O.C. �_ —12' MAX. SHEET 3t FIXED VISIBLE SHEET3 T I LIGHT WIDTH B, SEE A, SEE T— — 1T MAX, FIXED I I SHEET3 SHEET3i ( EQUALLY j j VISIBLE —� A, SEE I I SPACED j I LIGHT 17-7/8'MAX O.C. SHEET3i EQUALLY 1 j 17-7i8" MAX O.C. ANCHORB PER I I HEIGHT SPACED �_ TABLES 9-11 y EQUALLY ANCHORS PER 91.78" SPACED TABLES 9.11 j I / / MAX ANCHORS PER O I ! �. BUCK TABLES 9-11 —� MAX T- HEIGHT X 10° MAX. O.C. BUCK HEIGHT )(� I 4 10° MAX. O.C. II lJ I _ EQUALLY (L — / 1 133/4° MAX O.C. EQUALLY SASH 13-3/4" MAX. D.C. EQUALLY SPACED I I_ SPACED j VISIBLE ��_ SPACED ANCHORS PER I / ANCHORS PER j LIGHT ANCHORS PER TABLES 9-11 I TABLES 9-11 I / HEIGHT A I TABLES 9-11 A I 6•iPY MAX , 8.1i2 MAX. _ NO ANCHORS AT SILL \_ EN=AT NEE SILL EEP- B'J`SEE SILL WEEP- 'B 54"MAX. BUCK WIDTH NOTCH DETAILS, SHEET3 SHEET3 ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION ANCHORAGE EXAMPLE MAX D.C.FOR ARCH-TCP HEADER(SIM. FOR ALL WINDOW TYPES) -[f � 1 1110" MAX. FROM FRAME SEAM D, S �I SHEE )�- 3W MAX. O.C.—12' MAX. C. S SHE I� I � / I / 12� 17- /8' MAX. O.C. 0 ii / �. MAX. 10" MAX.I0.C. HEIGHT 13-WIV MAX. O.C. X I I / L._—.-- 1 S EE SHE / 1 A 6-1/2" MAX IN- SEE SILL WEEP- 54" MAX. BUCK WIDTH NOTCH DETAILS, SHEET 3 52-1/8" MAX. BUCK WIDTH SEESHEETS r 1-1w EEC_ 8&9 j1 T4 LE ET4� I I I I I I 0 BUCK HEIGHT AS SHOWN X I 4 (91.78' — 1 MAX) I / I LETS � • j / 1 8&9 i C O+w---J 1-114° —�~ SEE SILL WEEP - NOTCH DETAILS, SHEET4 ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME 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). 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, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112. THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INST. ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4' MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. e. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 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 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 DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-7964 & 7966: ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAF&PA NDS & ALUMINUM I AL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ``\\\ ONY LYNIy 1,"� �� USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC; WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3) KNOWING YOUR GLAZING OPTION (TABLE 1). WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4-8. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11. VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET. 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX). No.68705 *� A0 S TE A LYNN MIL YR`P.E. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (94lHM1600 COPVI7IOHT0TG17 PGT MUSTR E%INC. ALL RIGRB RESERVED GENERAL NOTES ................................................. 1 ELEVATIONS......................................................... 1 FRAME, GLASS & ANCHOR OPTIONS ................. 2 INSTALLATION, FLANGE & EQUAL EGIBOX..... 3 INSTALLATION, INTEGRAL FIN & J-CHANNEL.. 4 GLAZING DETAILS ............................... :..... .......... 5 DESIGN PRESSURES ........................................... 6-7 ANCHOR QUANTITIES ......................................... 8-10 EXTRUSION PROFILES ........................................ 11 ASSEMBLY & PARTS LIST ................................... 12-13 •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION �+ -ALUMINUM DESIGN MANUAL, ADM-2015 PRODUCT REVISED s eon+PlYin9 WithOreFtwida •AISI S100-12 •AISC360-10 8uitding � Acceplanao ido 7' �D Revision: UPDATED TO FBC 2017. - JR - By Mnnni ade Pro�dsH.i 06/06/17 Descrip8on: GENERAL NOTES & ELEVATION Drown BY: J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 5115/15 SH-5500 I NTS 1 1 OF 13 1 MD-SH5500-01 I B 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 S Sheet 5 718' Laminated I.G.: 1/8' A Exterior Cap + 7/16' Air Space + 5/16' Laminated; (2) Utes of 1/8" A Glass with .090° PVB Intedayer 4,5 6 6 7/8' Laminated I.G.: 1/8" T Exterior Cap + 7/16' Air Space + 5116' Laminated; (2) Utes of 1/8' A Glass with .09D" PVB Intedayer 4,6 6 7 7/8' Laminated I.G.: 3116' A Exterior Cep + 318" Air Space + 6116" Laminated; (2) Utes of 1/8" A Glass with .090' PVB Intedayer 4,6 6 8 7/8" Laminated I.G.: 311W T Exterior Cap + 318" Air Space + 5/16' Laminated; (2) Utes of 1/8' A Glass with .090' PVB Intedayer 4,6 6 9 71W Laminated I.G.: 1/9" A Exterior Cap + 7116' Air Space + 5/16' Laminated; (2) Liles of 1/8' H Glass with .090" SG Intedayer 7 7 10 7/8' Laminated I.G.: 119" T Exterior Cap + 7116' Air Space + 5/16" Laminated; (2) Liles of 118" H Glass with .0W SG Intedayer 7 7 11 718' Laminated I.G.: 3/16' A Exterior Cap + 318" Air Space + 5116' Laminated; (2) Utes of 1/8" H Glass with .090" SG Intedayer 7 7 12 7/9" Laminated I.G.: 3116' T Exterior Cap + 3/8" Air Space + 5118' Laminated; (2) Utes of 11W H Glass with .DSO' SG Intedayer 7 7 13 719" Laminated I.G.: 1/6" A Exterior Cap + 5/16' Air Space + 7116" Laminated; (2) Utes of 3/16' A Glass with .090' SG Intedayer 8 7 14 7/9' Laminated I.G.: 1/8' T Exterior Cep + 5116' Air Space + 7/18' Laminated; (2) Utes of 3/16' A Glass with .09T SG Intedayer 8 7 15 7/8' Laminated I.G.: 31`16' A Exterior Cap + 114" Air Space + 7116' Laminated; (2) Utes of 3/16' A Glass with .090' SG Intedayer 7 7 16 7/9' Laminated I.G.: 3/16" T Exlodor Cap + 1/4' Air Space + 7116' Laminated; (2) tiles of3116" A Glass with .090' SG Intedayer 7 7 Group Anchor Substrata Min. Edge Distance Min. Embedment' A #10 SMS (steel, 18.8 S.S. or410 S.S.) P.T. Southern Pine (SG=0.55) 7116" 1-318* Steel, A36• 3/8" 0.050' Steel Stud, A653 Gr. 33• 3/8, 0.0461' (18 Ga.) Aluminum, 6063-T5• 318' 0.050, 3/16" steel Ulfracon P.T. Southern Pine (SG-0.55) 7/16' 13/8" Concrete (min. 2.85 ksi) 1' 13/8" Ungrouted CMU, (ASTM C-90) 2-11T 14W B #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG0.55) 9116, 1318, Steel, A36• 318' 0,050, Steel Stud, A653 Gr. 33• 31W 0.0451" (18 Ga.) Aluminum, 6063-T5' 3/8, 0.063' 114' steel Ultracon P.T. Southern Pine (SG=0.55) 1' 13/8" 1/4° steel Creteflex P.T. Southern Pine (SG=0.55) 1" 13/8' 1/4" steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1' 1318" C 1/4' steel Ultracon Concrete (min. 2.85 ksi) 1' 1314" Ungmuted CMU, (ASTM C-90) 2-1/2" 1-1/4' 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" 1314" 1/4, steel Ultracon Concrete (min. 2.85 I(Si) 2-1/2' 13/4' D 1/4° steel Creteflex Concrete (min. 3.35 ksi) 2-112° 13/4° Ungrout0 CMU, (ASTM C-90) 2-112' 1-1/4' 1/4° steel AggreGator Concrete min. 3.275 ksi 1-112° 1-3/8" Grouted CMU, (ASTM C-90) I T 2' Group Anchor SubstrateMin. Edge Distance Min. Embedmenr E 2-1/2' x .131" Common Nag P.T. Southern Pine (SG=.55) 3/8' 2 7/16" 2112" Ring -shank Rooirg Nag P.T. Southern Pine (SG=.55) 318" 2-7/16" F #10 Trusshead SMS (steel, 18.8 S.S. a 410 S.S.) P.T. Southern Pine (SG=.55) 112" 1-3/8" Aluminum, 6083-T5' 318" 0.050" Steel Stud, Gr. 33' 3(81 0.0451" (18 Ga.) Steel, A38' 318° 0.050' #12SMS ,(steel, 18.8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 9/16, 1.318' Aluminum,6D63-W 3/8" 0.063, Steel Stud, Gr. 33' 3/8" 0.050" Steel, A36' 318" 0.050" GLASS TYPES 5. 7.9. 11.13 & 15 MAY NOT BE USED IN THE HVHZABOVE 3Y. • MIN. OF 3 THREADS BEYONDTHE METAL SUBSTRATE. "UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPUCATIONS. Frame Types (see Fig B) Glass Options (see Table 1) Frame Contigs. (see Fig A) Frame Shapes (see Fig C) InstallationOptionsthatmaybeused- Flange #2 ( ) 5 -16 Equal-Lite, Oriel/Proeiew & Cottage Square/Red., Arch -Top & Radius Top Through the frame •••• of the window"":. ....into 2X Wood Frame/Buckstdp - sheet 3, option 1 ....into ConcrefalCMU -sheet 3, option 2 ---.through 1XBuckstdp into Concrete/CMU -sheet 3, option 3 ....into Metal - sheet 3, option 4 Box ! Equal -Leg (94) 5-16 Equal-Lite, Odel/Protiew & Cottage • Square/Rect., Arch -Top& Radius Top Through the frame of the window...... ....into 2X Wood Frame/Buckstrip -sheet 3, option 1 ....into ConcretefCMU - sheet 3, option 2 .... through 1XBuckstripinto Concrete/CMU - sheet 3,option 3 ....into Metal -sheet 3, option 4 J-Channel (#1) 5-8 Equal-Lite, OdeyPmAew &Cottage Square/Rect., Arch-Top8 Radus Top Through the integral fin...... ....into 2X Wood Framel8uckstrip - sheet 4, option 5 ....Into Metal - sheet 4, option 7 Through the frame of the window ...... ••••into 2X Wood FramdBucksidp -sheet 4, option 8 .... into Metal - sheet 4, option 8 ' Integral Fin 5-8 Equal-Lite, Odel/PrcMew & Cottage SquarefRect., Arch -Tap & Radus Top Through the integral fin...... ....into 2X Wood Frame/Buckstrip - sheet 4, option 5 .... into Metal - sheet 4, option 7 Through the flame of the window...... •...into 2X Wood FremdBuckstdp - , o sheet 4option 6 P I,,,.into Metal - sheet 4, option 8 Y EQUAL-LITE ORIEL COTTAGE --{BUCK w WIDTH --►BUCK w WIDTH -4 w BUCK WIDTHI-- x r- / al 1 RECTANGULAR al i / l x cl i t7 �1W 1 RADIUS -TOP ARCH -TOP Pir�l IRP R• PPAUr TYPPR 0 0 L& J-CHANNEL INTEGRAL FIN O O FLANGE BOX OR EQUAL -LEG Material Min. Fr Min. F. Steel Screw 92 ksi 120 kel 18.8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 11 D ksi Elco Aggre-GatorO 57 kai 96 ksi Elco UltraCon® 410 SS Elco CfateFlexO 155 ksi 127.4 ksi 177 ksi 189.7 ksi 6063•T5 Aluminum 16 ksi 22 ksi A36 Steal 3fi ksi 5B ksi Gr. 33 Steel Stud 33 ksi 45 ksi "A' = ANNEALED 'H" = HEAT STRENGTHENED 'r = TEMPERED 'PVB' = .090" TROSIFOL®PVB BY KURARAY AMERICA. INC. 'SG'= .090'SENTRYGLASO 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 as cnrnplyin9 with dw Florida AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHFJ=fS E10. Suil,Kns Code ) 7-C* .� AC UIDflCO NO r I 1 LYNX/ R"Won: im n Daze ANCHORS RE -GROUPED. .;. DadC,__ TZ -F� "; - JR - 06/06/17 * No.58705 _- = Dasciption: Dm;n W. �� •' .�' 11 1070TECHNOLOGY DRNE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI ' MIN.OF 3 THREADS ��O ., I ' � N. VENICE, FL U276 iitfe: Date: BEYONDTHE �.(� F5 P ,.' _ ,c••..!p.- `G ,/��/S 941 (1� SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 METALSUBSTRATE. �� /N1 arnFa Sheet: Drmring Ab. RaALL r. 1A1 1L11 t� A. LY' 1 1ER, P.E wx OM RESERVED Series/Nadee SH-5500 Style: NTS 2 OF 13 MD-SH5500-01 B ' P.E.ii 5e705 CERT. OF AUTH. #29296 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 ANCHORED THROUGH FRAME INSTALLATION DIRECTLY INTO CONCRETEICMU. OPTION 1 EDGEDISTANCE ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD 1/4" MAXSHIM FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 0 EMBEDMENT EDGE FLANGE FRAME n �i DISTANCE SHOWN I ° —LHI J • a MAX TYP. ANCHOR TYPE, S SHIM EMBEDMENTAND TYP. ANCHOR TYPE, EDGE' _ EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. •c FIXED 201 OPT. SASH TOP FLANGE VISIBLE LIFT RAIL FRAME LIGHT ! J FOR ALL WINDOWS: NOTES: SHOWN HEIGHT ! IANCHOR@3.55' 46 i 49 FROM END AND AT 1) USE ONLY 21 CENTER. SUBSTRATE -APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, O OVER 36' WIDE: SHEET 2. FOLLOW EMBEDMENT AND 72 0 y _ ADD ADDITIONAL EDGE DISTANCE LIMITS. ANY SCREWS @16-3/8" INSTALLATION OPTION SHOWN MAY 14 45 46 47 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BOTTOM LOCKS: BUCK b0 O 16 ADD ADDITIONAL 2) MASONRY ANCHORS MAY BE HEIGHT SCREWS @ 8-318" USED INTO WOOD AS PER TABLE 2. I RS /-� -� FROM END. SHEET 2. ALL WOOD BUCKS LESS — SASH EXTERIOR VISIBLE LIGHT HEIyGHI 86 1_ OPT. (2)1' 81 30 INTERIOR 31 WEEP NOTCHES AT 80 EACH END. FRAME SHOWN 1PO - 1I4" MAX SHIM BALANCE YPE VARIE! WITH SASH WEIGHT FIXED VISIBLE INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETIVCMU. SEE NOTE 2, THIS SHEET. EMBEDMENT 16 1/4' MAX SHIM -+! �— SASH VISIBLE 17 I . EDGE LIGHT WIDTH ,. - D DISTANCE EXTERIOR lu LIGHT WIDTH \ I EQUAL BUCK WIDTH _ ILEGBOX FRAME HORIZONTAL SECTION A -A SHOWN DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 1/4' MAX. SHIM THAN 1-12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO Im SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12"THICK USE EITHER OR GREATER. 1X AND 2X BUCKS LATCH OR (WHEN USED) SHALL BE DESIGNED BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE TESTED UNIT THE STRUCTURE. WOOD BUCK FRAME LOCATION: 6518" DESIGN AND INSTALLATION IS THE SHOWN FROM SASH END. RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD #10 OR #12 STEEL SELF -DRILLING - SMS (G5), SEE TABLE 2, SHEET 2. EXTERIOR 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION f1 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPENING) IS MEASURED FROM ANCHOREDTHROUGH BEADING TO BEADING. .27' X 125' T NO ANCHORS WEEPHOLE -' REQUIRED IN VISIBLE LIGHT FORMULAS W/COVER @ 38 FLANGE OR 2.87'FROM '. EQUAL -LEG WIDTH EACH END. -„ FRAME SILLS @SASH: BUCK WIDTH - 6.12" @ FIXED LITE: BUCK WIDTH - 4.3/8" HEIGHT (EQUAL-LITE) VERTICAL SECTION B-B BUCK HEIGHT2-3-15/16- 1AA 111III/��RAMEINTO METAL �p......... N,�� OCEN * , No.58705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941}460-1600 0 /• �` OF [V is%'1OR101;..•'G\�� coPtteol-ITC2017 70AIALIEN•� '.TmumTm.w- ALLRwxrSReseRVED A. LYNN MILLER, P.E. RE A 58705 CERT. OF AUTH. #2929B 1/4' MAX. SHIM O� D EQUAL FRAME SHOWN INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL TYP.ANCHOR TYPE, • EMBEDMENT AND EDGE DISTANCE PER • EDGE SUBSTRATE, ,? DISTANCE SEE TABLE�i "• a � SHEET2. ; ICI FLANGE & EQUAL-LEG/BOX FRAMES I J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 seRea/No,w. scwl . Sheet DmWag No. Rev: SH-5500 NTS 1 3 OF 13 1 MD-SH5500-01 I B INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL 1-- EMBEDMENT FIN INTO 2X WOOD FRAME OR BUCK- STRIP. SEE NOTE 2, THIS SHEET. J-CHANNEL FRAME SHOWN _o Q FIXED VISIBLE LIGHT HEIGHT 49 72 O 0 14 BUCK ° HEIGHT 50 - — SASH EXTERIOR VISIBLE LIGHT HEIyGHI 86 J— OPT. (2)1' 81 30 INTERIOR 31 WEEP NOTCHESAT 80 EACH END. EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. .T (SCREW SHOWN) L1/4' MAX SHIM BEAD NG TYP. ANCHOR TYPE, EDGE DISTANCE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE SHEET 2, (NAIL SHOWN) aA l / 201 OPT. SASH TOP J-CHANNEL LIFT RAIL FRAME J 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 TABLES 2 & 3 OVER 36' WIDE: OF SHEET 2. FOLLOW EMBEDMENT ADD ADDITIONAL AND EDGE DISTANCE LIMITS. ANY SCREWS @16-3/8" INSTALLATION OPT ON SHOWN MAY i 46 47 OFROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BOTTOM LOCKS : 16 ADD ADDITIONAL 2 MASONRY ANCHORS MAY BE ) SCREWS @ B-3/B' USED INTO WOOD AS PER TABLE 2, FROM END. SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2"THICKARE TO BE -- CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF USE EITHER UNIT IS INSTALLED DIRECTLY TO LATCH (SHOWN) SUBSTRATE. WOOD BUCKS 1� OR BOTTOM DEPICTED AS 2X ARE 1-1/2"THICK LOCK (SHEET 3). OR GREATER. IX AND 2X BUCKS 65 TESTED UNIT (WHEN USED) SHALL BE DESIGNED 63 LOCATION: 651S" TO PROPERLY TRANSFER LOADS FROM SASH END. TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER NO ANCHORS OR ARCHITECT OF RECORD. REQUIRED IN FRAME SILLS IF ANCHORING 3) VISIBLE LIGHT WIDTH OR HEIGHT THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT 1!4' MAX OPENING) IS MEASURED FROM TO BEADING INTEGRAL FIN I - I ' FRAME SHOWN o y SHIM 27' X 125' WEEPHOLE W/COVER @ 2.87" 38 FROM EACH END. I VISIBLE LIGHT FORMULAS TYP. ANCHOR TYPE, EDGEDISTANCE WIDTH EMBEDMENTANDEDGE PER SUBSTRATE, @SASH: BUCK WIDTH - 6•U2" DISTANCE SEE TABLE 3, SHEET 2. EMBEDMENT (SCREW SHOWN) INSTALLATION OPTION 5 VERTICAL SECTION _L D-D @ FIXED LITE: BUCK WIDTH-4-3/8' HEIGHT (EQUAL-LITE) BUCK HEIGHT/2-3-15116" ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, THIS SHEET. INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 1/4" MAX SHIM BALANCE YPE VARIES WITH SASH WEIGHT INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 1/4' MAX SHIM 16 SASH VISIBLE LIGHTWIDTH 17 n EXTERIOR FIXED VISIBLE LIGHT WIDTH If EDGE DISTANCE I I EMBEDMENT TYP. ANCHOR TYPE, INTEGRAL EMBEDMENT AND EDGE FIN DISTANCE PER SUBSTRATE'. FRAME SEE TABLE 3, SHEET 2. SHOWN (NAIL SHOWN) BUCK WIDTH HORIZONTAL SECTION C-C 114' MAX. DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. SHIM MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET 2, _I r 010 OR#12 STEEL (.� 114MAX. _. SELF -DRILLING I SHIM SMS (G5), SEE I ❑ TABLES 2 8 3, ❑� SHEET2. D FIN AND/O FLANGE REMOVED IN -FIELD FIN �D� FINTEGRAL RAME SHOWN o INSTALLATION EXTERIOR INSTALLATION OPTION 7 OPTION 8 ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL 1I I I 1 111 I, INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) � �aT�'.•' VICENSF •• �� * : NO.58705 1070 TECHNOLOGY DRIVE �0••• �'. STATE O ;'.N N. VENICE. FL 34275 '•�OR..... 'G�� (941)4 1600 sONALIEN',``` coPryaHr®za, A. LYNN MILLER, P.E. ALFUGH13FTA MED PRODUCT REVISED m --plying with Eh: Fbxi& Building Cede !n -, w.- By J CHANNEL & INTEGRAL FIN FRAMES l J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 1 05/15/15 SH-5500 I NTS 14 OF 13 I MD-SH5500-01 I B 5/16" A/A PVB 7/16" AIR SPACE — 1/8" A GLASS — a EXTERIOR 5116" H/H SG — 7/16" AIR SPACE- 1/8" T_ GLASS — aEXTERIOR 7/8- NOM. GLASS TYPE 5 7/8" NOM. GLASS TYPE 10 —1 718" NOM. r 5/16" A/A PVB — 7/16" AIR SPACE- 1/8" T GLASS — aEXTERIOR GLASS TYPE 6 5/16" H/H SG 3/8" AIR SPACE 3/16" A GLASS a EXTERIOR 7&79 GLASS TYPE 11 '" NOM.GLASS GLASS TYPES 9 THROUGH TE TYP. ' 16 MAY NOT BE USED WITH J-CHANNELOR • INTEGRAL FIN FRAMES GLASS TYPES 5, 7, 9, 11,13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE30'. • GLAZING NOTES "A" = ANNEALED 718' NOM. 5/16" A/A PVB 3/8" AIR SPACE 3/16" A GLASS aEXTERIOR TYP. GLAZING DETAIL 'H'= HEAT STRENGTHENED 'T' = TEMPERED 'PVB' = .090' TROSIFOL® PVB BY KURARAY AMERICA, INC. °SG" = .090" SENTRYGLAS®SY KURARAY AMERICA, INC. FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. uV\�iu GLASS TYPE 7 —�{ 718' NOM. 5/16" H/H SG — 3/8" AIR SPACE — 3/16" T GLASS — aEXTERIOR GLASS TYPE 12 718'NOM. 3/16"j� GLASS <�] EXTERIOR 7&79 718- NOM. 5/16" A/A PVB — 3/8" AIR SPACE- 3/16" T GLASS— EXTERIOR GLASS TYPE 8 —I 7M .NOM. r 7/16" A/A SG 5/16"--AIR SPACE- 1/8" A_ GLASS — aEXTERIOR GLASS TYPE 13 �{ 7/8' NOM. 7/16" AIA SG 1/4" AIR SPACE 3/16" T GLASS aEXTERIOR —1 7/8" NOM. 5116" H/H SG 7/16" AIR SPACE- 1/8" A_ GLASS — a EXTERIOR 7/16" A/A SG — 5/16" AIR SPACE — 1/8" T_ GLASS — a EXTERIOR GLASS TYPE 9 I I 718' NOM. I "ll I V\� II I GLASS TYPE 14 7&79 PRODUCT RBVLSED GLASS TYPE 15 u u u r r l GLASS TYPE 16 w complying with the Fla" Ro06ia8 Code ;,cccpi2oca 3a7. 16 LYN "1 N % Revfstan: ira ion Date B ` ��;.•'• UtGENSF ��!_ �� tdi i ads Praduct No.58705 T: Dwafptlon: GLAZING DETAILS Drawn By. J ROSOWSKI 1070TECHNOLOGY DRNE %�T ••.• ST OF ��` •F<ORIDP•.•' N.VENICE,FL34275 c9alyaso-lsoD Date: �C�,` G\ ZONALIEN�� coPrat�Hromn SINGLE HUNG WINDOW INSTALLATION - LM 05/16/15 P67P7UUSTRE9,91C ALLM�"` RfiS8t�a sedes/MatleL• Scats: sheet Drawng No. Re.. B A. LYNN MILLER, P.E. P.E.#58705 CERT-OF AU H.#29295 SH-5500 NTS 5 OF 13 MD—SH5500-01 TABLE 4: al.m lypae 5,a,7as Design Pressu re, Ibl4rlir +/-50.0 Rein/.4w1 R1 For whd-a 5.h On, Jew J run ANCHOR GROUP AND QUANTITY. T-J/11 WMIOR JAMB �7 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) NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE, Giaelype 5 Re1nL Level R7 Ba mbah D-%AlmmrDhen RzW9 Wilma HeW Show, Sa Hahht P.^ 4e) Design Presem,ibliie wlM upw48 as 52175 in 235 Eq WW 11.394 +55.0 -70.0 -MA •70.0 SlmWrd Cdtaps 14.517-15.870 +6a0 -70.0 +l6.0 •70.0 PH Eq Hb 11.503-/4.516 +u5.0 -7RO 465.0 -70.0 SWMdPW- 11.377.11.5U +05.0 -70.0 146.0 .70.0 TOM 21517-MIN +85.0 -70.0 +65.0 .70.0 Slmdmd CottopO 20.96B.23.516 405.0 -70.0 465.0 -70.0 37.3T5 Eq.1-11. 17.517-20.957 ,BSD -740 +65.0 -70.0 Sl .dPmlaw 1G517-17516 +05.0 .70.0 4TS.0 70.0 shatmt 11.377-14.518 -MO -70.0 +85.0 70.0 Uka 9.583-31.911 +85.0 -70.0 +85.0 -70.0 Qmlmns4o 28.517.27582 +ai0 •70D -0 -70.0 Slmdmd C.Mpe 23.617-26.518 +85.0 -70.0 465.0 -70.0 44 Eq.Wft Shcdwd PwdOx 20.517-23.618 17517-20.516 +650 +6i0 -70.0 -70.0 +6.0 +65.0 •70.0 -70.0 c.tmn Ste 14.517-17510 4W.0 -MO +05.0 -70.0 SMdmt il2n. 14516 +630 -70.0 465.0 -70.0 Taw 31593.35211 ,850 -70.0 +flSD .70.0 Slmdatd COOop 21517-31.512 +B6.O -70.0 4e5.0 •70.0 EgmHib 20.517.28.516 ,860 -70.0 +e6.0 -7aO 48 Smnd Pmden 17.517-R518 +630 -70.0 +65.0 -70.0 Qtimn Ste 14.517.17.518 +830 -70.0 +SSA -70.0 Cmtm Ste 12517.14.516 +850 .70.0 ,a.0 -70.0 Shodal 11-TR-12518 I ,a50 -70.0 4WD -7D.0 Telbet 332D8.37.m +650 -70.0 +85.0 -70.0 Slmdsd Cdtap M517.33.2D7 +860 -70.0 +06.1) -70.0 Equl40e 23.517-2651B +850 -70.0 +65.0 -70.0 49@6 C, -Ste 20.517-23518 +65.0 -70.0 +w.0 -70.0 SW.Wd Ai- 17517-20.510 +060 •70.0 4%.0 -70.0 Cabin Ste 14.517.17518 +BSO -70.0 +e5.0 -70.0 Custom Sta 12517-14516 +660 -740 +BSA -70.0 Shedest 11.377-t2518 +65.0 -740 +BSA -70.0 TeIiW Swdad Gallop 38517.41544 31.517.3B51e +MO ,830 -70.D -70.0 +0.0 105.0 -70.0 -70.0 Egod0la 2u.517-31515 +BSO -70.0 +65.0 -70.0 Stafdmd Pm/vv 23517-28518 ,65.0 -70.0 465.0 -70.0 82 O -Ste M517-23.518 +850 -MO +65.0 -70.0 C.1-Sloe 17.517-20.518 +65.0 -MO +65.0 -70.0 Gomm Ste 14.517.17.516 +860 .70.D +65.0 4341 Cmbm Ste 13017.14.519 +860 -T0.0 +65.0 -87.3 Shodat 11.864-13.016 + 13 -70.0 +65.0 -W5 Telle3t 39.517-41.644 +MO .70.0 465.0 70.0 Q.t.. ste 38+517.39+515 +8&0 -70.0 ,85.0 -70.0 Eq lml0 35.5174WB.618 +SSD -70.0 +W.D -70.0 75 Cm1Pin Ste 32517.35.618 1 +850 -70.0 +85.0 -70.0 SUWd,d Prmtew 2D.517.32.51e +650 -70.0 +05D 1 -70.0 C.1-Sta 28.51T-29.61u +850 -70.0 ,86.0 .07.] 9hmtesl 23518.28510 +BiO -70.0 +65.0 865 Eq."IN 9afi17-41.tk4 +BSO -740 ,65.0 -70.0 84 Pat.. Ste 35617-38.518 +8a0 -70.0 +BSD 417.3 Swd'd Pmlav 83878-35518 +860 -70.0 +a5.0 E0.5 91.78 TaOesl - • 415N ,65.0 -70.0 +&SA 80.1 TABLE 6: clam Type. 6,7115 DesignPM5ure,Ib8e +65.01-70.0 Rehr. t.wt R1 For all Mndw end l-h ste5 JCC IMGLC 1� ANCHOR GROUP AND QUANTITY. UjpFX15 JAMB�7 SASH HEIGHT 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 85 mD plying With the F(DridA Guildipg CD:Ie SEE TABLE 10, SHEET B FOR ANCH •• MIN. SASH HEIGHT =WIND W li OUP AND QUANTITY. IdMT 50.136 Acceptalfoe� � i Revision: QC1• : ' � SF '..�� ' A5i4mi ado ProdDs:l * : No. 58705 - � '. Vl tu; ® pdseriytlpn: DESIGN PRESSURE TABLES Drn�n By: J ROSOWSKI ,p 96• S7 TE O 1070 TECHNOLOGY DRIVE �(�s''•RfORIDP,.•'��` N. VENICE, FL 34276 ii0e: Opts: S701VAL lr_. (941}490.1600 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 // / t t 1111 11111 o�+T PoTB.94C. Series/YDdeL• Seois: Shwt: prsr4lg Ne. Rsv: A LYNN MILLER P.E. NJ. RIGHIS RE6QN® SH-5500 NTS 6 OF 13 MD-SH5500-01 B P.E.# 58705 CERT. OF AUTH. i28296 1 oleorype 9.12, n{l18 ReiN. lelal emom s:n 1 Dem:dpumkxp F"el@Wnd- H*wst Sahltd3ht a01Ve IN D.Wan Pressure, ame WiMOe Suck NAOT MW40 48 SZ125 51 2l5 EQut81e 11.304 .mA -116.0 +m.0 -110.0 NQO -110A +raD -1100 Simdmd CaVaye 14.517-%M .m.0 -110.0 .m.0 -710.0 +7D.0 -1roA +70A 410.0 28 EWd40e 11.583-14.516 +m.0 -110.0 +m.0 -110D a70.0 •110.0 aR0 .11010 SmMad ProAcw 11ai7-11.50? +m.0 -110A +m.0 -110.0 +70.0 .110.01-70.0 -770.0 Twat 2a51T-23288 .10.1 1o2 +m.o 410.0 +ra.0 -110.0 smMmdmueve 20.068-23510 .R0 -11a0 +ro.o -nao +Ro -uoo wars Eaey+� $I4Mmd PmAm 1zst7-2aasr 14517-17.518 .ro.o .70.0 -n0.o -110D .m.o +m.0 +-IlaoliDo -noA -110.0 +7a0 +RO n0ao -110.0 ShO,leet 11.3T7-14.518 .mA 410.0 +mD -107.0 +RO -7a10 27.583-31.011 +70.0 .110.0 +m.0 4l0.0 .70.0 -Sio .RO 410.0 25.517-27.582 .m.0 410A +mA •110.0 +70.0 410.0 -70.0 410.0.10e 23.517-0510 +70.0 4 A +m.0 -110.0 .70.0 -11&0 +70.0 -11a04420.517.2351e +70.0 410JD amp .110.0 +r40 -1100 +R0 -110.0 Am a 17.517-20.518 .70.0 -110.0 +mD -110.0 +70.0 AM +m.0 -11D.o 14.517-17.518 +mD •t 10.0 +mA •710.0 +T00 .1 00.0 +R0 410.0 11.377-1- +70D -110.0 +m.0 •110.0 .TU.0 -ID7.0 +RO 4030 31.583_35.911 +70A -110-0 -70.0 480 .70.0 •03.0 +Re -90.0 SmMmd CDone 25.517.31.582 +roD -nnD .m.o a1oo +Ro •110.0 +m.0 410.0 Emarde 20.517-28.516 470.0-110.0 4700 -nao +rao .1140 +Ro 41. 48 SW f dP-6- 17.517-20.51e 4700 410.0 +70.0 -110.0 .700 410.0 +ra0 -110.0 Umt010 Ste 74.517-17.578 +70.0 -110.0 +70.0 •110.0 +70.0 -1100 +70.0 410-0 c.t.. ste ' 517-14.516 -70.0-110A .70.0 -nao +70.0 41a0 +70.0 -11a0 Shmte:t 11.377.12.516 470.0 MOD +70.0 -110.0 +70.0 AMA +70.0 41QO TOW 33208-37.538 .70.0 -w.0 +rao m.0 +70.0 -eo.0 St.MaCftW0 26.517.33.20 +m.0 0.0 +70.0 -41ao +RO -ttao EwaHoe 23517-28.516 +70.0 M+70.0 ao .70.0 -1lao .Ro _4tao Calam Ste 2a517-23516 +m.0 0.0 N0.0 -n0.0 +RO -t 10.0 �� Stdmd PmA- 17517-2D.518 +m.0 -110.0 +ROQ0 .7o. -1140 .7a0 -110.0 4 g Wm,n Ste 14.517-1].518 +mA -110.0 +m.040 ['11" .ra0 -110.0 +RO -1140 C.-ste 12.517-14.518 +70.0 41o.0 .70.00.0 .R0 410.0 .R0 -nao stort,.e 11.3TT - 12.510 +m.o -nao +70.0ao +m.o 410.0 +R0 41a0 Taut 36.517-41.sa .70.0 410.0 +ra00.o . -nao +Ro -110.0 Stmdad Cdtp 31.517-36.516 +mA -110.0+RO0.0 +70.0 -110.0 +m.0 -1t0.0 EwcHBe 23517-31.518 +Mo -110.0 +70.0 410.0 +70.0 1.1J0.0 I+RO 410.1 Stedmd Pmdew 23517-28.518 +70.0 410.0 .70.0 -110.0 .RO -vo.o .RO afao 62 oe�etste 2D.st7-23518 +R0 -n0.0 .m.0 -nao .m.0 410.0 .m.. _no.o otlromSize VSIT-20.61e +70.0 •110.0 .70.0 -110.0 +me -110.0 .m.0 _170.0 ammmsu. u517-17.518 .70A -110.0 +m.0 -110.0 +70.0 -aa0 +R0 -ua0 �nlne Ste 13mr-1451e .m.o -nao .Ro -no.o +Ro •na0 +Ro nm0 srone4t u.eea-13m8 +-0 alao +m.o •t1o.o .m.o -no.o .m.o -11a0 mwct 30.517-41.844 +m.o 410.0 +70.o 410.0 +m.0 .110.0 .70.0 410.0 amu0lste sssn-30.510 +70.0 410.0 +70.0 -110.0 +0.0 -110.0 +r0.o -11a0 EWelste 35.517-38.516 .R0 410.0 +m.0 •110.0 170.0 •110.0 .m.0 -110.0 75 0.t Ste 32.517-35410 +mA -110.0 +700 410.0 +70.0 41MO +RO -110.0 StdMmd PlW- 2&517-32510 +RO .110.0 +m.0 .11" +7Q0 -110.0 +m.0 -11a0 We -Ste 20,517.28.516 +RO -110.0 470.0 -110.0 +R0 -110.0 s7atoat 25515-28.515 +m.0 -11a0 .70.0 .110.0 .70.0 4?&0 Ew"w 33517.41.%4 +m0 -110. . 41a0H1A +RO 110. 84 Cm sin 35517.38.5a .m. .0 470.0 .110.0 +70A •1110 .70.0 -nao SWAdRv*. 8-&518 34 .mA 10D +70.0 410.0 +70.0R410. 81.78 T.W - +70.0 11 ,CC 171OLC I IJfIG�i I��.+n rv..n v��s�v........ ..•• ... MIN. SASH HEIGHT = WINDOW BUCK HEIGHT- 50.136 �mrlimmEmumEmmm9momEmmEMEMEMEMEMEMCMM Em ��®" ��®" �®" mil®" �®" '®' �-.•.•.�®" Stt I At5Lt 11, 5ntt 11 U'UK -n-ur5 1--- **MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 ANY No.58705 *� JAMB SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES 9-16 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL CONFIGURATIONS) TYPES 9 THROUGH 1GLASS 16 MAY NOT BE USED WITH _ J-CHANNEL OR INTEGRAL PRODUCT REVISED FIN FRAMES 3s complyi7lg with the Flodida Etuldiag Cade Acceletmlco NO% � .{)Cj_ E'7{tlfOli0l7 DatC 7�� By Mu�tl 5de P70d11N CcN1AI NOTES: TABLES FOR ALL WINDOWSINSTALLEDTHROUGHTHEFRAME. - = �� 0 ••'. �z1 N.VENIC,FLLOGYDRNE N. VENICE, FL 34276 y,....,,. DESIGN PRESSURE TABLES ______ - J ROSOWSKI 1) USE THESE STA O .(� •. w Title: Dots: 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. ��C�tS •'•"IORIDP.••'G\�� %1}-46f1.1600 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN �i 70NA1L' 1�N �`\ lvllrt PGi e�USD1ES, 0rC• IZESERVED � iav190 y_ Seale: Shot: Oralrfng No. Raw ON THE TABLE. - - A.IYW �R, P.E. _ �RMg - SH-5500 NTS 7 OF 13 MD-SH5500-01 B 1.483" 1 L_f -II I� IL�-JI(�O�L❑J � J___ �JuC�(�(_ J-CHANNEL FRAME .625' 2 FLANGE FRAME 1.375" O HEADIJAMB O HEADlJAMB 3.483" -� .625" II II T J-CHANNEL I LJ 1.375" O FRAME SILL J- 1.630" I .065^ -+I`- .065" 1.315' �0 1.231. O 1.000" �- 14 FIXED 16 SASH RAIL MEETING RAIL 3.483' -�-I �i-- .062' �O 2.444' 0 0 OFLANGE FRAME SILL 3.500" 3.500' -►� .062" �� .062" PP PP .060° � 1.184' 1.483" 1.483" .070' -►I 84- � ��[�� P 715" iul 070' �1 1111 }I 11JJ .810, I-T 3 FIN FRAME 4 EQUAL LEG FRAME LIGHTSASH HD AS SH •150" O HEAD/JAMB O HEAD/JAMB 23 REINFORCEMENT 25 REINFORCEMENT 3.483' �{ 0 062" 3.483". .062' i+- 2.444' 2.444• moo❑ oo❑ l FIN FRAME O EQUAL LEG j SILL FRAME SILL .781'�1.036" 1.331' uu�- STANDARD 26 MEETING RAIL REINFORCEMENT 1.215" 1.376' 2.10' P 2.176' 1.472"IT �+ 1.565' .974" .590" .471' I ;�347' � 590" .035' 355' .07p+ J •050' ,050" .060 .070 SASH STOP LIFT L LIFT RAIL BEVELED BEVELED 17 BAAI�CE 18 SCREW COVER 19 INTERLOCK 20 INTERLOCKCOVER 21 INTERLOCK 22 INTERLOCK COVER .070" � 1.041' .130' 1.34U' � - OHD MEETING RAIL 27 REINFORCEMENT PRODUCT REVISED as complying vith tha Florida Building Cade - 111111 I 111l llr� Accepteaco No i7.0 .2p?D Fi1p1:alias Date .864' .316' -�{ .300• ��1'�;.•• 1.10ENSF��j '� .754' � .750' z N0, 58705 _ u .035' �-Z--� ® D=ripHon Mom 8y: � .025' -�j�- I . �O LAMI IG EXTRUDED ROLLED ATE F�:' �� 1070 TECHNOLOGY DRIVE WINDOW EXTRUSIONS J ROSOWSKI O72 BEADING 80 SCREEN FRAME 81 SCREEN FRAME N. VENICE, FL 34275 O ��FS1''•:�<O... %`. �� (941}4 16D0 rifle: D°te: %,Spj�A� �NG�` SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 71 j 111 I 1 111111 R °057MWOES. IN0. ScrielModd, kyle; SheeN Drowirq No. Rer. A. LYNN MILLER P.E.""'WGH78f� SH-5500 NTS 11 OF 13 MD-SH5500-01 B P.E# 53705 CERT. OF AUTH. #29298 TABLE 12: Bill of Material # Part # Description Material 1 620101 Single Hung Frame Head & Jambs - J-Channel C 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 SWDHFrameSill -J-Channel PVC 6 520106 SH/DH Frame Sill - Flange PVC 7 620107 SWDH Frame Sill - Fin PVC 8 620108 SH/DH Frame Sill - Equal Leg/Box PVC 14 620131 Fixed Meeting Rail PVC 16 620129 Sash Rall (Sides, Top & Bottom) PVC 17 620134 Balance Cover PVC 18 620133 Sash Stop/ScrewCo er PVC 19 620156 Pull Rail Interlock 6005 T5 AI 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 HO 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 60300 Weatherstrip, .19W x .300" Foam Bulb Flex PVC 32 61719 Weatherstrip, .187' x .220' PolyPile 33 61825 Weatherstrip Plug,.220" Rnseal 35 7BX1MTTT #8 x 1" Ph. PH SDS (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 Al 38 720210 Weep Hole Cover PVC 40 720XI000( Constant Force Balance 41 #8 x 3/4' Ph. FH SMS (Con. Farce Balance Screw) SS 42 Spiral Balance 43 720205 178XI14FPAX Spiral Balance Shoe n NDSS 44 #8 x 1-1/4' Ph. FH SMS (Spiral Balance Screw) 41 Part# Description Material 76 Kommeding 4SG TPS Spacer System 77 Quanex Super Spacer nXr with Hot Melt Butyl See this Sheet for 78 Quanex Duraseal Spacer Materials 79 Cardinal XL Edge Spacer RCrCRC1YliC ICJI ;CrVRI J. �,�ro, , �[,v tea,,, TABLE 12. CONT.: Bill of Material, cont. # Part # Description Material 45 720197 Auto Lock Mechanism C Steel 46 720198&9 Sweep Lock Cast Zinc 47 720195&6 Auto Lock Cover Assembly Cast Zinc 48 76X118OPTX #6 x 1-1/8" Ph. FH SDS (Auto and Sweep Lock Screw) SS 49 720200 Auto and Sweep Lock Keeper Cast Zinc 50 ?76X34PPA #6 x 3/4" PH. PH SDS (Keeper Screw) SS 51 420181 UR Beveled Tilt Latch Comer Key PVC 52 420182 L1R Pull Rail Tilt Latch Comer Key PVC 53 7634PHFL #6 x 3/4" Ph. FH SDS (Comer Key Screw) SS 54 420183 Tilt Latch PVC 55 420184 Tilt Latch Retainer PVC 56 720207 1" Tilt Latch Spring SS 57 420186 Plastic Tilt Latch Finger Pull PVC 58 720192 Metal Tilt latch Finger Pull Cast Zlnc 59 420180 Pivot Bar Comer Key PVC 60 1 720206 Pivot Bar SS 63 720191 Sash Pull Handle Cast Zinc 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc 65 7834FPT #8 x 314" Ph. FH SDS (Pull Handle Screw) SS 66 420188 Bottom Latch Strike Plate Cast Zinc 67 ?7858B #8 x 518" Ph. FH SMS (Strike Plate Screw) SS 72 720135 Lam! I.G. Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone 75 1 71646N Setting Block (7/8" x 1" x 1/8"), 85 +/- 5 dum- EPDM 80 61012 Extruded Screen Frame Alum EfT 61011 Roll -Formed Screen Frame Alum 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 83 47042 Screen Comer Key with Pull Ring X2 84 47041 Screen Comer Key without Pull Ring X2 85 7CASPM Tension Spring AFiberglass 86 61816C4B Screen Cloth 87 61635/61614 .140" Screen Spline (Machine/Hand Rolled) NOTES: 1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER 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. SILICONE HOT -MELT BUM STRUCTURAL STRUCTURAL SILICONE 1/4" NOM. FOAM 3/16" NOM. POLYISOBUTYLENE WITH WITH DESICCANT DESICCANT EXT. GLASS EXT. GLASS INT. GLASS INT. GLASS 7s KODISPACE SUPER 4SG TPS SPACERt NXTTm ALUMINUM -' REINFORCEMENT PCLYISO- NTFIIJ BUTYLENE5l16" NOM. 5116" NOM. SEAL BUTYL & LICONE SEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEE EXT. GLASS FINT.GLASS EXT. GLASS INT. GLASS DURASEALa XL EDGETm 7a 78 SPACER SPACER !i40DUCT REVISED es camplyin8 with the Fkdr b- Building Ccde Aceepfafeo Ha /7-D630.og I11II t I! LYj •'- 1.10EN$F�(� Rwielon: E ra ' o Date i� 20'1D Mtan! ate Praducl c1� * : No. 58705 _ _ (�-= 4r Dweriptan. BILL OF MATERIAL (BOM) Dffl" BY' J ROSOWSKI -TECHNOLOGY DRIVE 0,�'•, STATE OF ; ' ��` �OR.�" 107 N. VENICE, FL 34275 �417800 Tito: pate: iS'ONAL SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 IENG\`\\ P"RQusmge M ��0del. Scale: sheet ora.�hly Na.. Ran. B A.LYNNMILLER, P.E. SH-5500 NTS 120E 13 MD-SH5500-01 REA 58705 RT. OFns�seRam CERT. OF AUfH. #29298 OPT. SWEEP LOCK OPT. AUTO LOCK MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS complying with the Florid. ilding Code ccnt.nco No 17-I)as£ ASSEMBLY DETAILS' F ; No.58705 `\ /PTE�2�'F * ® Description: Drown Dy: EXTERIOR\l� • �(J�7 7— N. N. VENICENOLOGY DRNE EXPLODED ASSEMBLY J ROSOWSKI NOTES: e%�,n'r, STT �U N. VENICE, FL 34275 �• �` '••:t,<ORIDP,. C��: (941}460.1600 Title: Date: 2)J-CHAN PARTSIOPTIONS NOT SHOWN, PARTS ON DRAWING #1 & OTH RFFORAMME CLARITY. APPLY. �'��(�� `N \ `� 8�„ o�„ SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 '' /' NAL ` ` PGT INDUSTRIES. INC. 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6&7. 0 1I 11t�1 ALL RIGKM Rrstxvm fines/Model• Scala 57/eet: Drawing No. Rer. 4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A. LYNN �ILti P.E SH-5500 NTS 13 OF 13 M D-SH5500-01 B P.E.# 58705 CERT. OF AUTH. #29296