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Home My WebLink AboutNOA; SH-5500 PVC Single Hung Window1 MIAMI•DADE MIAMI-DARE COUNTY o 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.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or -material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building. Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-5500" PVC Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 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 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. `� ,t,. i' NOA No. 17-0630.05 MIAiMMADE COUNTY Expiration Date: July 30, 2020 Y2011//17. ApprovalDate: November30,2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM"; sheets 1 through 13 of 13, dated 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® NXTTM 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) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No.15- 9.05 Manuel Vere4P.E. Product Controf,,Ex iner NOA No. 17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (coNTnvuED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (cowiNuED) 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 09115116, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and FBC 6th Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No. 1 S-019.05) 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 Co u rol E miner NOA No.-0630.05 Expiration Date: July 30, 2020 E-2 Approval Date: November 30, 2017 .• ANCHUKAUt EXAMPLE FOR 28AW MAX. O.C. RADIUS -TOP HEADER (SIM. 12" MAX. FROM FOR ALL FRA ME SEAM WINDOW TYPES) // B. SEE SHEET 3 A SEE B. SEE ___ �+- 30' MAX. O.C. . 12" MAX' SHEET 3� SHEETS A, SEE F--- -r SHEET3+ II I EQUALLY SPACED I ANCHORS PER II / TABLES 9.11 O II I x II 4 II EQUALLY I �._._.- ANCHORSPER TABLES 9.11 B JNO ANCHORS AT SILL 54" MAX. BUCK WIDTH 1+. EQUALLY 17-7/8' MAX. O.C. SPACED ANCHORS PER - TABLES 9-11 _ 84• -� MAX 10. MAX. O.C. BUCK HEIGHT j 13-3/4- MAX. O.C. I "1 6-U2° MAX. ISEE SILL WEEP - NOTCH DETAILS, SHEET3 ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN WITH EQUAL-LITE CONFIGURATION EQUALLY SPACED ANCHORS PER TABLES 9-11 54' MAX. BUCK WIDTH 30" 12" MAX. Imo( MAX. O.C. f� 12. MAX FIXED VISIBLE I I LIGHT WIDTH _ I FIXED I I / VISIBLE I LIGHT HEIGHT - I / I OI I I I xi i Q -1 I SASH VISIBLE /LIGHT HEIGHT _J NO ANCHORS AT SILL SASH VISIBLE _ �— LIGHT WIDTH B, SEE SHEET3 —r 17-7/8"MAX. O.C. A, SEE r.- SHEET3t EOUALLY r _ 91.78" SPACED})l MAX. ANCHORS PER BUCK TABLES 9.11 - �— HEIGHT 21-5/8" �~ ANCHORAGE EXAMPLE MAX. O.C. FOR ARCH -TOP HEADER(SIM. FORALL / / � INOOW TYPES) 10" MAX. FROM FRAM SEAM DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LARGE & SMALL MISSILE. LEVEL, SEE SHEETS 6.7 IMPACT RESISTANT / E D, SEE SHEET4 _-�— 30° MAX. O.C. -�--L— C SEE w 10" MAX. O.C. x 111MAX. O.C. EQUALLY I� SPACED ANCHORSPER TABLES 9-11 A SEE SILL WEEP - NOTCH DETAILS, SHEET3 12 MAX SHEET4 1217-7/8" MAX. O.C. / 62° MAX. 10" MAX.IO.C. BUCK HEIGHT 4 / —L+ 13-3/4' MAX. O.C. SEE t SHEETS / 1A 8&9 6-112" MAX �SEESILL WEEP- 54" MAX. BUCK WIDTH NOTCH DETAILS, SHEET3 52-1/8" MAX. BUCK WIDTH SEESHEETS r 1-1/4• 6&s j1 I � I II OI / BUCK HEIGHT • AS SHOWN x I I �r (91.78' j I MAX) L-- 1 / I I I / C I 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 GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 75° HEIGHT SEE TABLES 411 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 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) MUSTTEMPERED . 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 DIRECTLYTO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN 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. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.113 % 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 DAF116N M4NVAL ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH ORIEUPROVIEW CONFIGURATION 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. \\\ NY LYNN I., 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 3ACCORDING 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 ANCHOWSUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENING'S 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.:D NOTEESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FORALL FRAME TYPES (J-CHANNEL, FLANGE, INTEGRAL FIN OR EQUAL LEGBOX). O No.58705 `p �°jo' 6 7-.2 I�-r•�� ••• SS A. LYNfS t i YR. P.E. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941W(I.1600 COPYRIGHT 02a17 ParINUUS RIES.INC. ALL RIGHTS RESERVED CERT. OF AUTH. /229296 GENERAL NOTES ................................................. 1 ELEVATIONS......................................................... 1 FRAME, GLASS & ANCHOR OPTIONS ................. 2 INSTALLATION, FLANGE & EQUAL LEGBOX..... 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 e2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION ^2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION -ASTM E1300-09 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 UPDATED TO FBC 2017. - JR - 06/06/17 PRODUCT REVISED as complying with the Florida Baild,g Code AceepfanCo 'r Dffie -HJ w By Miami ada PYadtoat Deeaription: yr ^" r GENERAL NOTES & ELEVATION J ROSOWSKI HIM: Date: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/16 tale: 57)Mt p7awla4 No. Rev: NTS 1 OF 13 MD-SH5500-01 B Glass Typo Description (Elated from Exterior to Interior) Design Pressure Tab1e0 Sheet nR 5 7/8' Laminated I.G.: 1/S' A Exterior Cap + 7/18' Air $pace + 5116" Laminated; (2) Lites of 1/8' A Glass with .090' PVB Intedayer 4,5 1 6 6 71W Laminated I.G.: 1/8' T Exterior Cap+ 7/16" Air Space + 5/16' Laminated; (2) Utes of l/8" A Glass with .090" PVB Intedayer 4,6 6 7 7/8' Laminated I.G.: 3/16" A Exterior Cep + 318" Air Space + 6/16" Laminated; (2) Lites of 1/B' A Glass with .090' PVB Intedayer 4,6 6 6 718' Laminated I.G.: 3116' T Extedor Cap + 3/8' Air Space + 5116" Laminated; (2) Utes of 1/8" A Glass with .D9D' PVB Intedayer 4,6 6 9 7/B" Laminated I.G.: 1/8' A Exterior Cap + 7/16' Air Space + 5116' Laminated; (2) Lites of 1/8' H Glass with .090' SG Intedayer 7 7 10 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16' Air Space + WIS' Laminated; (2) Lites of 118" H Glass with .09W SG Intedayer 7 7. 11 7/8" Laminated I.G.: 3/16' A Exterior Cap + 318' Air Space+ 5116" Laminated; (2) Was of 1/9' H Glass with .OW SG Intedayer 7 7 12 7/8' Laminated I.G.: 3116" T Exterior Cap + 3fS' Air Space + 5116' Laminated; (2) Lites of 1/8' H Glass wuh .D90" SG Intedayer 7 1 7 13 7/9' Laminated I.G.: IlAr A Exterior Cep +5/19' Alr Space + 7/16' Laminated; (2) Lites of 3/16' 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 of 3/16' A Glass with .090' SG Intedayer 8 7 15 7/8' Laminated I.G.: 3118' A Exterior Cap + 1/4' Air Space+ 7116' Laminated: (2) Liters of 3/16' A Glass with .090' SG Intedayer 7 7 16 7/8' Laminated I.G.: 3116" T Exterior Cap + 1/4" Air Space + 7/16' Laminated; (2) Lites of 3116' A Glass with .090" SG Intedayer 7 7 Group Anchor Substrate Min. Edge Dlstanee Min. Embedmenr A #10 SMS (steel, 18.8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 7/18" 13/8, Steel, A36• 3/8' 0.050, Steel Stud, A653 Gr. 33' 318" 0.0451" (18 Ga.) Aluminum, 8063-T5• 3/8° 0.050° 3116" steel Ultracon P.T. Southern Pine (SG=0.55) 7116' 1318" Concrete (min. 285 ksi) 1" 13/8° Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4' 9 #12 SMS (steel, 18S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9116, 13/8, Steel, A36• 3/8' 0.050" Steel Stud, A653 Gr. 33• 318' 0.0451" (18 Ga.) Aluminum, 6063-T5• 318, 0.06T 1/4" steel Ultracon P.T. Southern Pine (SG=0.55) 1' 1318' 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" 13/8" C 1/4" steel Ultracon Concrete (min. 2.85 ksi) 1' 13/4' Ungrouted CMU, (ASTM C-90) 2-1/2' 1-1/4' 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" VIM' 114" steel Ultracon Concrete (min. 2.85 ksi) 2-1/2' 13/4' D 1/4' steel Creteflex Concrete (min. 3.35 ksl) 2-1/2" 13/4" Ungrouted CMU, (ASTM C-90) 24/2' 1-1/4" 1/4' steel Aggre�etor Concrete min. 3.275 ksi 1-1/2' 13/B' Grouted CMU, (ASTM C-90) 2' 2° Group Anchor Substrate Min. Edge Distance Min. Embedmenr E 2-11Z It .131' Common Nail P.T. Southern Pine (SG=.55) 318' 2-7/16' 2-1/2" Ring -shank Rooting Nail P.T. Southern Pine (SG=.55) 318' 2-7/16" F #10 Trusshead SMS (steel, 1B-8 S.S. or 410 S.S.) P.T. Southern Pine (SG-.55) 1/2° 13/8' Aluminum, 6083-W 318' 0.050" SteelStud, Gr. 33' 318' 0.0451' (18 Ga.) Steel, A36• 3/8' 0,050" #12SMS (steel, 18-8 S.S.Steel or 410 S.S.)Steel, P.T. Southern Pi�(SG=.55) 9118' 13/8' Aluminum, B318" 0.063, Stud,318' 0.050° A318" 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 CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Frame Glass Frame Frame Types Options Conflgs. Shapes Installation Options that may be used (see Fig 8) (see Table 1) (see Fig A) (see Fig C) ....into 2X Wood FramelBuckstrip -sheet 3, option 1 Flange Equal-Ute, SquarelRect., Through the frame ....Into Concrete/CMU - sheet 3, option 2 (#2) 5 -16 Oriel/Proliew & Cottage Arch Top 8 Radius Top of the windo tw.�:. .--.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-Lite, Square/Rect., Through the frame ....into ConcretelCMU - sheet 3, option 2 Equal -Leg (44) 5-le Oriel/Proiew & 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 ....into 2X Wood Frame/Buckstrip - sheet 4, option 5 J•Channel EglfPaMe, integral tin...... ....Into Metal - sheet 4, option 7 (#1) 5-8 O& Cottage 8 Cottage Arch -Top & RaduTop p Radius -Top Through the frame .... into 2X Wood Fmme/Buckstrip - sheet 4, option 6 .... into Metal -sheet 4, option 8 of the window ...... Through the ....into 2X Wood FrameBuckstrip -sheet 4, option 5 Integral Fin Equal-Ute, Square/Rect., Integral tin...... ..••into Meted - sheet 4, option 7 5-8 Odel/Prowew & Cottage Arch -Top & Radius Top Through the frame I•• -into 2X Wood Frame/Bucksldp -sheet 4, option 6 •••.into Metal - sheet 4, option 8 of the window...... 9Ir:11RF A• FRAMP r•IIKIRM IRATInNA EQUAL-LITE ORIEL COTTAGE — •{BUCK x WIDTH ---qBUCKWIDTH�----{BUCK x to W s WIDTH[-- rs RECTANGULAR I RADIUS -TOP ARCH -TOP O !_ LO J-CHANNEL INTEGRAL FIN O O FLANGE BOX OR EQUAL -LEG Material Min. Fr Min. Fa Steel Screw 92 ksi 120 ksi 18.8 Screw 60 ksi 95 ksl 410 Screw 90 ksi 110 ksi Elco Aggre-GatorO 57 kal 96 ksl Elco UltraCor9 410 SS Elco CreteFlex® 155 ksi 127.4 ksi 177 ksi 189.7 kel 606S45 Aluminum 16 ksi 22 ksi A36 Steel 38 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" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. WINDOW SHAPES AS ABOVE QR SIMILAR ARE APPROVED. SHAPES MAY BE USED PRODUCT REVISED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES es complying with rite Florida AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 610. �alldmo Code ri'�oJ r r c�mm�ca 140 � 0• R.Isk=LYN n Dori 't�''v10ENs�c ••%( '; ANCHORS RE -GROUPED. an Dada Prodlicr JR - 06/06/17 * No. 58705 - = Oaaeripdon: Omm W. �011 '1070TECHNOLOGYDRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI MIN. OF3 2 �/- N.vENICE, FL 34276 . ((/ RUM Date: THREADS �F OR��p' ��`� (�617800 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 METAL . '��'SS��NAI G�` wOPYRO r 02017 I Swires/Modah scok Sheet: Drarfnq No. Rer. A. LYIIVVILLER, P.E �� woo ^s SH-5500 NTS 2OF 13 MD-SH5500-01 B INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES I INSTALLATION OPTION 2 ANCHORED THROUGH FRAME INSTALLATION DIRECTLY INTO CONCRETEICMU. OPTION 1 EDGE DISTANCE ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD 1/4" MAX SHIM FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EMBEDMENT EDGE '. D� 18 FLANGE FRAME DISTANCE SHOWN Flin -)L—J� • ° El�1/4' MAX �a TYP. ANCHOR TYPE, SHIM EMBEDMENTDGE TYP. ANCHORTYPE, EDGE 2 EMBEDMENT AND EDGE DISTANCE PER (� DISTANCE PER SUBSTRATE, SUBSTRATE, 0 SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. II, J 18 FLANGE FIXED VISIBLE 10 20 OPT. SASH TOP �LIFTRAIL FRAME I LIGHT HEIGHT FOR ALL WINDOWS: NOTES: SHOWN I` — I 1 ANCHOR @ 3.55- 49 48 FROM END AND AT 1) USE ONLY O i 21 CENTER. SUBSTRATE -APPROPRIATE 22 FORWINDOWS ANCHORS LISTED ON TABLE 2, O OVER 36" WIDE: SHEET 2. FOLLOW EMBEDMENT AND 72 0 ADD ADDITIONAL EDGE DISTANCE LIMITS. ANY SCREWS @163/8- INSTALLATION OPTION SHOWN MAY 14 45 46 47 O BE USED ON ANY SIDE OF THE 35 FROM END. FOR WINDOWS WITH WINDOW. BUCK a 50 BOTTOM LOCKS: O 16 ADD ADDITIONAL 2) MASONRY ANCHORS MAY BE HEIGHT SCREWS @ 8-W USED INTO WOOD AS PER TABLE 2, 85 T FROM END. SHEET 2. ALL OD BUCKS SS 30 } THAN 1-1/2' THICCKARE O BE SASH CONSIDERED IX INSTALLATIONS. IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF . LIGHT UNIT IS INSTALLED DIRECTLYTO 86 HEIGHT SUBSTRATE. WOOD BUCKS 16 DEPICTED AS 2X ARE 1-1/2' THICK USE EITHER AND 2X BUCKS OPT. OR GREATER. 1X 66 LATCH OR (WHEN USED) SHALL BE DESIGNED (2)1" 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO INTERIOR 31 'TESTED UNIT THE STRUCTURE. WOOD BUCK WEEP LOCATION: 65/8' DESIGN AND INSTALLATION IS THE NOTCHES AT 80 FROM SASH END. RESPONSIBILITY OF THE ENGINEER EACH END. ORARCHITECT OF RECORD. BALANCE YPE VARIES WITH SASH WEIGHT FIXED VISIBLE LIGHT WIDTH INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. I EMBEDMENT 16 1/4' MAX SHIM SASH VISIBLE 17 ° EDGE LIGHT WIDTH D ODISTANCE - TYP.ANCHOR 0 TYPE, 54 EMBEDMENT 30 AND EDGE 31 ❑� DISTANCE PER EDGE SUBSTRATE, EXTERIOR DISTANCE SEE TABLE 2, � 87 4 "• � SHEET 2. — BUCK WIDTH HORIZONTAL SECTION A -A EQUAL .EWD) FRAME SHOWN DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 1/4" MAX SHIM 610 OR 412 STEEL 1/4" MAX. SELF -DRILLING SHIM EMS (G5), SEE Q TABLE2, rl SHEET 2. FLANGE ul/u EQUALut FRAME X SOWN FRAMWA5 oSHOWNEXTERIOR 8 66 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 PRODUCT RE%nSED 67 OPENING) IS MEASURED FROM �`"�Oa ANCHORED THROUGH ANCHORED THROUGH m ,,.1i3F�a EQUAL-LEG/BOX ❑ 1/4' MAX SHIM BEADING TO BEADING. f I I I I f f FRAME INTO METAL FRAME INTO METAL 8�8n� FRAME SHOWN o ON N II 7�', Reviefon: Fac 'mi Dare .27' X 1.25' - NO ANCHORS `� r1�?'' • UCENgF�Cl �i Miem Dade 1'roduet ., WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS W/COVER@ 38 ... a 5. FLANGE OR _ •* : No. 58705 2.87'EACHFROMEND. EQUAL -LEG WIDTH _OD FRAME SILLS @SASH: BUCK WIDTH - 6.1/2° - DeaMpt7on: Dmwn By. @ FIXED LITE: BUCK WIDTH-4-3/8' =7D '; �•�` 1070TECHNOLOGY DRIVE FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI ST TE OF !V; N. VENICE, FL 34275 HEIGHT (EQUAL-LITE) C�` '••R,,LORIDP`.••'• \_� 041HBD-1600 n0e: °ale' VERTICAL SECTION B-B BUCK HEIGHT12 - 3-15116' ',SSA '•"" r1G.�� ( SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 '71j OIVAL 1I��` Z"li1`GHT0 7. se.res Iifill"FUGMIe RESERVVEM /Modah Swfe: Sheet OraJIB' ENo. A. LYNN MILLER, P.E. SH-5500 NTS 3 OF 13 MD-SH5500-01 B REM 58705 CERT. OF AUTH. M29296 eK INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN ' INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP. SEE INTO 2X WOOD FRAME OR EDGE DISTANCE ANCHORED THROUGH INTEGRAL )r EMBEDMENT NOTE 2, THIS SHEET. BUCKSIRIP. SEE NOTE 2, THIS SHEET. FIN INTO 2X WOOD FRAME OR O 1/4° MAX SHIM 1/4• MAX SHIM BUCK- STRIP. SEE NOTE 2, THIS EDGE DISTANCE 16 SHEET. TYP. ANCHOR TYPE, SASH VISIBLE J-CHANNEL EMBEDMENT AND EDGE 0� 18 LIGHT WIDTH 17 FRAME DISTANCE PER SUBSTRATE, SHOWN 0 SEE TABLE 2, SHEET 2. (SCREW SHOWN) 44 BALANCE EMBEDMENT TYPE VARIES 0o 1/4•MAX SHIM 42 WITH BASH o 1 EDGE �Q❑aa WEIGHT 54 PE, DISTANCE 3 EMBEDMENT AND 0 EDGE IlUll 31 O DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. EXTERIOR TYP. ANCHOR TYPE, 18 (NAIL SHOWN) I 87 INTEGRAL EMBEDMENT AND EDGE 0 J FIXED VISIBLE 3 �L FIN DISTANCE PER SUBSTRATE, FIXED 19 20 OPT. SASH TOP —1 LIGHT WIDTH FRAME SEE TABLE 3, SHEET 2. VISIBLE LIFT RAIL J-CHANNEL 1 SHOWN (NAIL SHOWN) LIGHT FRAME HEIGHT FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55- BUCK WIDTH 49 ! 48 FROM ENDAND AT 1) USE ONLY HORIZONTAL SECTION C-C O 21 CENTER. SUBSTRATE -APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2 & 3 OVER 36° WIDE: OF SHEET 2. FOLLOW EMBEDMENT DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 72 D ADD ADDITIONAL AND EDGE DISTANCE LIMITS. ANY 1/4 SHIM �•( MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET2. 45 46 47 SCREWS a@16-318' INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: #10 OR #12 STEEL (.� 1/4' MAX. HEIGHT 50 18 ADD ADDITIONAL 2) MASONRY ANCHORS MAY BE SELF -DRILLING I SHIM SCREWS @ 8-M' USED INTO WOOD AS PER TABLE 2, SMS (G5), SEE I 85 �— FROM END. SHEET 2. ALL WOOD BUCKS LESS 0 TABLES 2 & 3, 4�D 30THAN 1.1/2'THICKARE TO BE SHEET2.SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT LATCH (SHOWN) SUBSTRATE. WOOD BUCKS OR CH (SHOTOM DEPICTED AS 2X ARE 1-1/2'THICK OPT. 86� 18LOCK (SHEET 3). OR GREATER. 1X AND 2X BUCKS /� 65 (WHEN USED) SHALL BE DESIGNED(2)1' 81 30 63 TESTED UNIT TO PROPERLY TRANSFER LOADS INTERIOR 31 LOCATION: 65/8" TO THE STRUCTURE WOOD BUCK FLANGE REMOVED WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE IN -FIELD NOTCHES AT 80 n RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN L[�� EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN o 0 REQUIRED IN FRAME EXTERIOR INSTALLATION 7 � SILLS IF ANCHORING 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION OPTION PRODUCEREVISED _ OPENING) O MEASURED FROM ANCHORED THROUGH FRAME INTO METAL--P1YN8 With ft Flmi& INTEGRAL rSH MAX BEADING TO BEADING. ANCHORED THROUGH SWIdi Code FRAME HS OWN IN �� SHIM `711111111 t // /71NTEGRAL FIN INTO METAL (INTEGRAL FIN/FIANGE REMOVED) Aawptetnw No4_1650,,5 27' X 1.25° WEEPHOLE Date W/COVER @ 2.87° F • tiPro 38 FROM EACH END. VISIBLE LIGHT FORMULAS No. 58705� TYP. ANCHORTYPE. - * :• : '* EDGE EMBEDMENT AND EDGE DISTANCE WIDTH DISTANCE PER SUBSTRATE, _L @SASH: BUCK WIDTH - 6.1/2' jo 6 I : • De=dptfon: Drmm SEE TABLE 3, SHEET2. -ry EMBEDMENT @FIXED LITE: BUCK WIDTH -431V �� STATED •(/ 1070 TECHNOLOGY DRIVE J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) 'n �c �/ N. VENICE, FL 34275 HEIGHT (EQUAL-LITE) �i,�s �••,1ORIDP,.•'G�� (yy1}480-1800 RVe' Gate: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHTP2-3-15/16' zs�ONAL �N\�� SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN III tt\ COPYfjlfYif e20t7 1111111 PcitNDusra[Fs, tNG Series//AodeL• Seole: INTO 2X WOOD FRAME OR BUCK- A. LYNN MILLER, P.E. ALL MOHM RESEWM STRIP. SEE NOTE 2, THIS SHEET. P.E.C. She 58706 CERT. OF AUTH.#29296 SH-5500 NTS 40Fet: 13 'MD' No. 5500-01 Rev:'B 7/8" NOM. 5/16" A/A PVB 7116" AIR SPACE 1/8" A GLASS aEXTERIOR 76.79 GLASS TYPE 5 —I 7/8' NOM, 5/16" H/H SG 7/16" AIR SPACE--\ 1/8" _T GLASS aEXTERIOR 78.79 GLASS TYPE 10 7/8"NO 5/16" A/A PVB 7/16" AIR SPACE 1/8" _T GLASS a EXTERIOR 78-79 5116" H/H SG 3/8" AIR SPACE 3/16" A GLASS a EXTERIOR 76-79 GLASS TYPE 11 !" NOM.GLASS ' GLASS TYPES 9 THROUGH TE TYP. 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL FIN FRAMES GLASS TYPES 5, 7, 9, 11,13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 39. 7/8" NOM. 5/16" A/A PVB 3/8" AIR SPACE 3/16" A_ GLASS a EXTERIOR 7&79 GLASS TYPE 7 --►{ 7/8' NOM. 5/16" H/H SG 3/8" AIR SPACE 3/16" _T GLASS aEXTERIOR 76-79 GLASS TYPE 12 —1 7/8' NOM. 7/16" A/A SG 1/4" AIR SPACE 3/16" A GLASS a EXTERIOR 78-79 GLASS TYPE 15 7/8' NOM. 5/16" A/A PVB 3/8" AIR SPACE 3/16" T GLASS G] EXTERIOR 76-79 GLASS TYPE 8 —1 7/8" NOM. 7/16" A/A SG 5/16" AIR SPACE 1/8" A GLASS aEXTERIOR 76.79 GLASS TYPE 13 �{ 7/8' NOM. 7/16" A/A SG 1/4" AIR SPACE 3/16" T GLASS a EXTERIOR 76-79 GLASS TYPE 16 —I 718' NOM. 5/16" H/H SG 7/16" AIR SPACE 1/8" A GLASS aEXTERIOR 78-79 7/8'NO 7/16" A!A SG 5/16" AIR SPACE 1/8" _T GLASS a EXTERIOR 76-79 GLASS TYPE 14 PRODUCT REVISED cs complyingwithtlx Flo" Budd .8 Code 38 IIL�II 30 1111 I I l l 1 Aaeptenm Nn /.�Ja. iro�Daz,=� �` LY �. ` YNN aerrsw�: Lr� �rrJp �... SON c1�;• ' 1ICENSF ;�(� �� By Mi i Product C�a� ade • •' * ; No. 58705 •• lJ • • . GLAZING NOTES: • 'A' = ANNEALED TYP. GLAZING DETAIL •H•=HEAT STRENGTHENED _ * _ - - -p�_2t ^�1070TECHNOLOGYDRTVE Descrlptbm GLAZING DETAILS Drown W. 'T'=TEMPERED:�,•�� J ROSOWSKI 'PVB"=.090'TROSIFOL PVB BY KURARAY AMERICA INC. % '•. F[ORIDA,,•'• N. VENICE, FL 34275 N. ENICE FL •SG•=.090"SENTRYGLAS®BYFCl1RARAYAMERICA,INC. s ENG`�` SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 7, SHEET 2. 70NAL / 11 I I 1 11 11 ropy 9c. Sedes/ModeL• Scale: Sheet: D ..ing No. Re ALYNNMILLER,P,E P.E.#5870.5 ALL RIOH79 RESERVED SH-5500 NTS 5 OF 13 MD-SH5500-01 . B CERT.OFAUTH.H29296 TABLE 4: 01.w Typ. 6, k lias Design PRseum, lbstlt2 N--50.0 Rain/. La M For0,Md..3-h.kn ANCHOR GROUP AND QUANTITY. T�/11 EX7ERgR 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) 01aw7yp. e R.I.t L.wl P2 13411att sue 0w.Z. WSW4 Rags ® WMm HeVd Show) sue Hdyht R40p on) Design Pteaaure,lbae WM.w Our* uoto4B Wdlh m SZ125 23.5 Eq.W. 11.394 W.0 -7ao M5.0 •70.0 SlandYd C.a+e. 14.517-15.e70 MSO -70.0 MSO .ran 25 F�NiI. 11.583.1/.516 +65.0 -7ao -wo .70.0 S ,d.d PMA w 11.377. 11.582 .05.0 -70.0 +65.0 70.0 T.IMt 23517.25.286 M5.0 -7ao M6.0 .70.0 slydwd Caltep4 70.MD. 516 M&O -70.0 46S.0 -7.00 37.375 EgelOb 1T.517-20A57 =0 -705 4010 •700 Sisndan7 PmNw 1d.517.17516 46&0 -MO M5.0 -70A Shmlwi I 11.377-14.510 +650 -70.0 46&0 7ao TaOW 27.563-31.911 +8&0 •71X0 M5.0 -70.0 C.M St. 25.517.27.582 . 0 .70.0 465.0 Tao Sladad Cottape 23.517-26.516 +610 -70.0 .e5.0 .70.0 44 EgaHB. Su, dwd Pmbw 21517-23516 17517.20.518 M&0 +6&0 -70.0 -7ao M&0 +aSA .70.0 .70.0 Os14m Ske 14.517-17516 M5.0 .70.0 .05.0 .70.0 Shmlwt 11.8R•14.516 M30 •7ao +es.0 -7ao Tawu 31583.3S911 M&a -Mo mA .7ao SleMid C40ap. 2B.517-31562 +e5.0 -7a0 45.0 •7ao EgLW4b 20.517.26516 +6&0 -7a0 +65A .70.0 48 StLdsd Pmbw 17.517-2C516 M30 77a0 M5.0 -7aD C..qko 1017. 17.518 "SO .70.0 +&5.0 -7ao Cw1.m Ske 12517-14.516 M&0 -7aO +61.1 -70.0 Sh-1 11.377.12.518 MSO 70.0 M50 70.0 g T21W 33208-37.631 +6.i0 •7a0 -W.0 7a0 iSP SU dsd Cdtg 2577.33.207 +650 -MG 466.0 -7a0 -y EguH-. u5n• rite Mso •70.0 .mD 7a0 d0.@5 t5ciwt Sk. 2.517-23.516 +6&0 .70.0 +B4.o .70.0 St.dwd Pmtiew 17517-2D51B MS0 -70.0 M&0 70.0 lao Sk. 14.517.17518 +65.0 -700 +05.0 70.0 Qnbm Sk. 12.617-14.518 +6&0 -7a0 +640 .70.0 Sbdwt 11.377-1261. M5.0 -M. M5.0 -10.0 Tdbst Stw4wd C&tage 30.517-41.841 31.517. 35ZIO +65.0 +650 -70.D -70.0 465.0 465.0 •70.0 •70.0 Equl4i. 26.517.31.610 1 46SO -7D.0 465.0 -70.0 Stadrd Pml.w 23517-2"18 +850 -71.0 +65.0 -70.0 62 whom Sk. 2a517.23516 +65A -70.0 M5.0 •700 Cwimn Ske 17.517-20.518 +55.0 .7a0 465.0 -70.0 C.b Ske %517.17.510 46S0 .70.0 +65A 8&1 Cwtan Sk. 13017•14.515 MSa -00.0 M5.0 87.3 shmwt 11.604.13.010 +ei0 -70.0 4&0 SaS Telbst 9D.517.41.644 +810 •70.0 +e5.D -70+0 C.w. M. 3B.517. 39.61a +65.0 •70.0 +85.0 7aD E*.W4 35.517.3B.616 MSO •70.0 +65.0 -7ao 75 0.t sk. 32.517.35.516 1 4e&O .70.0 .65.0 -7ao SWWM Pmdew 20.517.3251e +010 -70.0 +BSD -7ao Qst sk. 28.517.29.618 M&O •70.0 M 0 87.3 SW.st 2&516.2&618 M&0 -71xo +M.0 88.5 Eq." 36517-41.644 M&0 -70.0 W.0 .7a0 64 Culom Sk. 3&517.38-SIS +6&0 -70.0 +65A -67.3 Stud.d Pml.w 33.818-35516 MSO -7a0 M5.0 8&5 91.78 Tdwt - - 41Aw +65.0 •7a0 465.0 -=M TABLE 6: clan Type, %7&a Design P70ssum, lbsflt2 +65.01-70.0 Rein trial R= For all window and nsh skes eci arurl ANCHOR GROUP AND QUANTITY. MEETING RAIL r IXIECR�B� JAMB 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 as complying with the Florida SEE TABLE 10, SHEET g FOR ANC "MIN. SASH HEIGHT=WIND YJI(1M7 OUP AND QUANTITY. 50.136 BulldinS Code _ A.,.. Nol .QCt E IF Date ,..ii� ....., ......... R6sislon: �..•'1.10ENSF :��!_ii By Miami ad6P6odDst * : No. 58705 NOTES: -p I l i; DESIGN PRESSURE 1070TECHNOLOGYDRNE 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. iO• 3T TE 0 ((y •'•:OR101`. N. VENICE, FL 34276 TABLES J ROSOWSKI 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. •'''G,\�� i �`s ��10,1� RBe: Dots; ��iS7DNAL �C`�`� SINGLE HUNG WINDOW INSTALLATION - LM 05/15%15 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 777 i lilt 15 tt /X)PYgsiRo2017 �• Serfn/MH- SoD)o: Shwtr Drohring H6. Rtm. ON THE TABLE. A. LY SH-550O NTS 6 OF 13 MD-SH5500-01 B .E#587MILLER.P.E. P.FJt 66705 CERT. OF AUl'H.1{29286 � eJ MA 1a L I6 R41.L L.wI 3 Deaedotim f alm R-W@W-dew Height sh w Sash HeightDe619n RWW 0.) PreNYR, I6sM2 Wind.w Beek Md.D1 uPb40 4B SZ125 54 215 EpW61e 1t.- 470.0 410.0 470.0 -110.0 .700 -110.0 -T -1t0.0 Stmd.dC tbipa 14517-118T0 .mA .110.0 +m.0 -110.0 +7DA -tt0.0 +7D.0 -nao 26 E40d411e 11.583-14.516 .mA -110A 470.0 -110.0 +70.0 -1100 +R0 410.0 SW,Wd Pmlm 11.3T7-11.582 +70A 410.0 +m.0 .110.0 +7D.0 -11a0 +70.0 .110.0 TWksl 235/7-2i2ffi e70A -110.0 +IO.a "Do •7Q0 -110.0 .mo -1100 Slew,odcon.p. 20.858-21518 +mo .110.0 -70A At0.0 17QG .110.0 +MD 410.0 3TZ75 E4u97de 17.517-20.657 +mA 410.0 +m.0 -110.0 +70.0 410.0 +MD 100.0 Stalldad P,edaw 14.517-17.518 470.0 410.0 +70.0 .110.0 t70.0 410.0 +RO .100.0 sl.lma ft.377-U.518 +m.0 •1f0.0 +m.0 -11no N0.0 -107.0 +RO -t0;i.0 Telled 27.113-31.011 +70.0 -410.0 .70.0 41a0 .MD .93.0 .R0 40.0 I].Imn Sta. 2a517. 27.582 +70.0 -t10.o +70.0 -110.0 +70.0 amo .R0 410.0 sr.,ma c.tlp7. 23.517-20.510 •70A 41no t70.0 410.0 +RD 410.0 +R0 410.0 44 Epo1Q. 20.517-23.50 .70.0 -110.0 +70.0 •110.0 +70,0 AMD -MD 410.0 Stardmd Pmlaw 17.517. 20.510 +70.0 -110.0 +70A -110.0 .RO -11a0 +m0 410.0clmel.ste- 14.517-17.510 +MD -110.0 .70.0 .110.0 .70.0 410.0 .70.0 410.0 sweet 11.3T7-f4.618 +70.0 -nao +mo -nao +70.0 .107.0 +Ro 1403.0 T,aes1 31.553- . 1 .mA 410.0 •70.0 -MD +mu -0..0 .R0 1 -010 Stantlerd CM pe 20.517-31.582 +73.0 410.0 +7D.0 •110.0 +70.0 .110.0 .70.0 410.0 EWd46. 20.517-28.516 +70.0 410.0 .70.0 •110.0 .7Q0 .110.0 +70.0 -110.0 48 Sta,Wd P' im 17.517-20.518 470.0 410.0 •70.0 .110.0 +MD 410.0 +MD .110.0 CM.. Stee 14517. 17.515 +70D .110-0 +70.0 .11ao +70.0 -nao 470.0 41Q0 0u16. 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V K AIVVITVK UKU UT• A l4U7UV I I I T •. MIN. SASH HEIGHT = WINDOW BUCK HEIGHT- 50.136 OEM0 ® `®i' E W=MMEMMEIKM�r,G�' E C EMCMEM®" ®" ®" EMCM®" E ®" �®0"� MMEMMMEMMMIMMMCMMMCMM wIrl,mmmffmlmmn®" ®" cm®" E ®" E ®" C ®" CMMMCM®" ®" ®" ��F17MOME ®" EMM ®" EMEMM®" ®" C `®" E®' EMK �uLaL-�UMCMEMCMEMCMEMCMEMEMEMCMKMCMKMCMIM ��FM"IVW-MEM;MKMEMCMEMCMmmcmmmcmmmcmmmcmmm �®" ®" ®" E ®" ®" ®" C ®" C ®" ®" ®" ®" mm®" E mr�EMMM®" ®" C MEE E CM®" E ®" E ®" C E C ®" - ®'®' ®" EMCM®" ®" ®" CM®" C ®" ®" KM®" ZMCMC CMEMSMEMCMEMCMEMCMMMCMEMEMIMCMEM ®" �cmml ®" ®" ®" ®" mm®" cmcmmmcm '® -®-' mm ®" ®" cm®" ®" I"""'"®" ®" E MM®" EME EME '®�" ��UF*7umcm®" cm®" ®" ®" cmmm®" ®" CM®" K ME®" mpe-rm=Fmwm.®" ®" mm®" sM®" C EME E CM®" E EMEB '®' '®' C ®" CM®" E E ®" EMMM®" E EMC '®' C m DC IA—11.J =I IV rVK/ MVK UKVUf• ANU VUAIV I I I T. "MIN. SASH HEIGHT:: WINDOW BUCK HEIGHT- 60.13E Ly No.68705 ' 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-HANNEL OR INTEGRAL PRODUCT REVISED FIN FRAMES as coalplying lYltllthe Florida Blrildi0g Code AL<Dj`t -hill / n Er31i7a1(oa Daze By Miami mde Product C01f0oF NOTES: _ -�° ' 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. , • 2 ((/ 0.. 107DECHNOLOBYDRIVE N.T CE, FL 3427E DES GN PRESSURE TABLES J ROSOWSKI srA o tv: nDe Date: 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. !(� '•. [ORIDP.. •' \C�� (841}48a1600 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN S70��NAL 11ENG` eIDt��q��e w6. � Same: Slle.l: 07ortrtg No. Rev: ON THE TABLE. A. LYN� I.�IilER,P.E. All IUGHS F0 SH-5500 NTS 7 OF 13 MD-SH5500-01 B P.E.R 587C CERT. OF AUTH.#28298 4 I J IIAW moo❑ -i � J-CHANNELFRAME O •62T'n HEADMAMB I OFLANGE FRAME HEADMAMB 3.500` 3.500' �a 1.4I83" as 1.483' .D70"-r-Il-f- .060" -y-y 1.184' I-�- 810, F7_ 1.376' O HEADMA MB /R AMB O4 HF�IJAMB FRAME LIGHT SASH T1_ 23 HD SASH REINFORCEMENT 25 REINFORCEMENT 3.483" -►{ 070" -►{ �- 1.182' �-- 3.483' 3.483' 3,, _� .070' . OIL osz" �l-- .osr D� .osr n -III+ .062' � .791' Ilfu LIJ11.036" 1.041" 2.444' 2.444' 2.444• ��j 1.331' jam- � 1.340" .130 �D aa�D 2.444• STANDARD HD MEETING RAIL MEETING RAIL�❑ O=❑ �]�OQ❑ Ian QO O REINFORCEMENT 27 REINFORCEMENT I1� o 25' FLANGE 1.375° O FRAME SILL 8� d r__1_1 � I j LJO FRAME SILL 1.375" Oj SILL FIN �ME EQUALLEG O FRAME SILL r � � 1.872" � � 1.641' . -�{ 1.215° ° 2.10D' 1#1�.4�72' .11.551.630' 2.176' .065.06 o • 1.375.974' .355' .590' •rTT .34T 1231' i !Y70" 00' .47590. 1.000 ..069' .5.070 050" JJJ FIXE 14 ELED BEVELED MEETTIING RAIL 16 SASH RAIL 17 COVER 18 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 SASH STO7P LIFTRAIL LIFT RAIL EINTERLOCK� 22 INTERLOCK COVER PRODUCT REVISED w complying with the FtDrwa ``,,,L�I1It,,,/ .Bic��wo�o die 17•a .a5 '80' .175' •316" -�{ III II.754' .300• � .750' �1�;.•' VICEMSF ;�� i * NO.5870$ .• Reviebn: L-£cpi�ae4io Date ?Aya 3hwi Ptwffiad .035' _4; � .025° -rj�� -'D �' 'Z� *' ® _ LAMIIG 72 BEADING EXTRUDED O SCREEN FRAME ROLLED 81 �� I� ' �� ATE F �� •' �(/ T '' 1070 TECHNOLOGY DRIVE N.VENIC E, FL 34276 WINDOW EXTRUSIONS J ROSOWSKI SCREEN FRAME c '�l�s ••.. .ORIDA,. ••' � AOe: Dote: "'t.ONA� �NG�`� ��1 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 t I 1 111111 COPYFUGHT02DI7 P(rr MLMT S, We, Ser7ee/Modeh Scale: Sheet Drawing No. Ray. A. LYNN MILLER P.E. P.E.tl 58705 RT.OFTuTH.#1ED CERT. OF AUTH. #29298 SH-5500 NTS 11 OF 13 MD-SH5500-01 B TABLE 12: Bill of Material # Part # Description Material 1 626101 Single Hung Frame Head & Jambs - JChanne PVC 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 6201D5 SH/DH Frame Sill-J-Channel PVC 6 620106 SH/DH Frame SIII - Flange PVC 7 620107 SH/DH Frame Sill - Fin PVC 8 620108 SH/DH Frame Sill - Equal Leg/Box PVC 14 620131 Fixed Meeting Rail 16 620129 Sash Rail (Sides, Top & Bottom) 17 620134 Balance Cover 18 620133 Sash StopfScrew Cofer h6D05T5Al 19 620156 Pull Rail Interlock All 20 620144 Pull Rail Interlock Cofer 21 620157 Beveled Interlock 22 620145 Befeled interlock Cofer PVC 23 620150 Light Sash Reinforcement 6063 T6 Al 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 1 60300 Weatherstrip, .190" x .300" Foam Bulb Flex PVC 32 61719 Weatherstrip, .187" x .220" PolyPile 33 61825 Weatherstrip Plug, .220" Firlseal 35 78X1MTTT #8 x 1" Ph. PH SDS (Interlock Mounting Screw) 36 78X3THPX_ #8 x 3" Ph. PH SMS (Meeting Rail Screw) 37 71669SP Meeting Rail Screw Support Plate K.6O63T16AI 38 720210 Weep Hole Cofer 40 725505 C Constant Force Balance 41 #8 x 3/4" Ph. FH SMS (Con. Force Balance Screw) 421 Spiral Balance 43 720205 Spiral Balance Shoe Nylon 44 78X114FPAX #8 x 1-1/4" Ph. FH SMS (Spiral Balance Screw) 410 SS Part # Description Material 76 Kommeding 4SG TPS Spacer System See this Sheet for 77 Quanex Super Spacer nXr with Hot Melt Butyl 78 Quanex Duraseal Spacer Materials 79 Cardinal XL Edge Spacer TABLE 12. CONT.: Bill of Material, cont. # Part # Description Material 45 720197 Auto Lock Mechanism C Steel 46 720198&9 Sweep Lock Cast Znc 47 720195&6 Auto Lock Co%erAssembly Cast Zinc 48 76X118013TX #6 x 1-1/8" Ph. FH SDS (Auto and Sweep Lock Screw) SS 49 720200 Auto and Sweep Lock Keeper Cast Znc 50 776X34PPA #6 x 3/4" PH. PH SDS (Keeper Screw) SS 51 420181 UR Beveled Tilt Latch Comer Key PVC 52 420182 UR Pull Rail Tift 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 Znc 59 420180 Phot Bar Comer Key PVC 60 720206 Phot Bar SS 63 720191 Sash Pull Handle Cast Znc 64 720194 Sash Pull Handle With Latch Assembly Cast Znc 65 78UFPT #8 x 314" Ph. FH SDS (Pull Handle Screw) SS 66 420168 Bottom Latch Strike Plate Cast Znc 67 Y785BB #8 x 5/8" Ph. FH SMS (Strike Plate Screw) SS 72 720135 Lami I.G. Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone 75 71646N Setting Block (718" x 1" x 1/8"), 85 +/- 5 duro. EPDM 80 61012 Extruded Screen Frame Alum 81 61011 Roil -Formed Screen Frame Alum 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 84 47041 Screen Comer Key without Pull Ring X 2 PVC 85 7CASPM Tension Spring SS 86 61816C48 IScreen Cloth Fiberglass 87 61635161614 .140" Screen Spline (Machine/Hand Rolled) Vinyl 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, 81. 62, 68-71, & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. SILICONE HOT -MELT BUM STRUCTURAL STRUCTURAL 1W NOM. SILICONE FOAM 3/16" NOM. POLYISOBUTYLENE WITH WITH DESICCANT DESICCANT EXT. GLASS EXT. GLASS INT. GLASS INT. GLASS 7s KODISPACE 4SG TPS O SUPER SPACER®NXTTm ALUMINUM REINFORCEMENT POLYISO- DESICCANT FILL AREA 5/16" NOM. 5116" NOM. BUTYL & SEAL jMkBUTYLENE i—SILICONE SEAL DESICVILNTGLAS, ROLL-FORME FSTAINLESS STET ACT. GLAS EXT. GLASS "C// `INT. GLASS 7s DURASEALO 78 XL EDGE' SPACER SPACER SPACER PRODUCT REVISED ea C j_4 i _with it. Fkdda 13.0ftg Ccde 111 1 11 ! Rhitbn: - Att Pt=Co Y. / - 06SO.05 F :ration Date 20� LYN4(A�7/7�i • `� P�l�; •' <.10EN$F <0 i tami de e'toduct No. 58705 ' � (}. C; T 0� -., STATE OF 1o70TECHNOLOGY DRNE N. VENICE. FL 34275 BILL OF MATERIAL (BOM) ROSOWSKI �� i ��'•.F<ORIDP,..•' �C�\� (941}{g416M 7rtK Date: ENG`�� SINGLE HUNG WINDOW INSTALLATION-- LM 05/15/15 apt®�a+7 '/rr 11111111/1 AM w(NrB Serlae/NodaC SCala: Sheets pw8tq No. Re A. LYNN MILLER, P.E. P.E1J 58705 SH-5500 NTS 12 OF 13 1 MD-SH5500-01 B CERT. OF AUTH. N29298 NOTES: 1) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J-CHANNEL FRAME SHOWN, PARTS # 1 & 5. OTHER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES. SEE DETAILS ON SHEETS 6 & 7. 4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. OPT. SWEEP LOCK OPT. AUTO LOCK i Lc No, 58705 :.* � 1070 TECHNOLOGY DRIVE N. VENICF FL OF� ; i�i��s •.�ORIDA,. •'G�C��: 34275 (041)480-1600 /1�N11A11L11 EN��`` P wwsrnI°aaa A. LYNN IMILLER P.E. ALL RKWTS RESERVED P.E.058705 CERT.OFAUTH.#29296 MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS poop: umwn uy: :XPLODED ASSEMBLY J ROSOWSKI INGLE HUNG WINDOW INSTALLATION - LM 05/15/15 rriea/Model: Sceb; Sheet Dmenq No. Rwr. SH-5500 NTS 13 OF 13 MD-SH5500-01 B