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HomeMy WebLinkAboutAPPROVED 5500 Series PVC ImpactMIAMI-DARE MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building 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 1 through 13 of 13, dated 05115115, with revision C dated 03/10/20, 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 and renews NOA No. 17-0630.05 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 20-0401.03 Expiration Date: July 30, 2025 Approval Date: July 23, 2020 7/16/20 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under 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. (Submitted under NOA No. 17-0630.05) 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 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) Manuel Perez, P.E. Product Control Ex in r r NOA No. 20- 01.0 Expiration Date: July 30, 5 Approval Date: July 23, 2020 E - 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tb 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. 15-0519.05) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 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 5' Edition (2014) and FBC 6th Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0630.05 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0630.05 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under NOA No. 16-0714.03) 4. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Seb47 (Submitted under NOA No. 15-0519.05) Manuel Perez, P.E. Product Control Exa n r NOA No. 20-0 01.03 Expiration Date: July 30, 5 Approval Date: July 23, 2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) G. OTHERS 1. Notice of Acceptance No. 16-0714.03, issued to PGT Industries, Inc. for their Series "5500" PVC Single Hung Window - L.M.I. approved on 08/18/16 and expiring on 07/30/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, with revision C dated 03/10/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F588 and TAS 202-94 along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014), dated 05115115, 08/29/17 and updated on 03/10/20 to the new FBC 7' Edition (2020), prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) Manuel Perez, P.E. Product Control Ex n f NOA No. 20-;01-� Expiration Date: July 30, Approval Date: July 23, 2020 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® XtraTM (SGXTM) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. 3. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. 4. Notice of Acceptance No. 18-1217.15, issued to ENERGI Fenestration Solutions USA, Inc., for their Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on 04/16/20. 5. Notice of Acceptance No. 18-1217.16, issued to ENERGI Fenestration Solutions USA, Inc., for their Performance Core Rigid PVC Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on 02/04/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6' Edition (2017) and the FBC 7t}' Edition (2020), dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0630.05, issued to PGT Industries, Inc. for their Series "SH-5500" PVC Single Hung Window - L.M.I. approved on 11/30/17 and expiring on 07/30/20. Manuel Perez, P.E. Product Control Ex n r f NOA No. 20- 01.0 Expiration Date: July 30, 5 Approval Date: July 23, 2020 E-4 ANCHORAGE EXAMPLE FOR 28-1/8" MAX. O.C. RADIUS -TOP HEADER (SIM.� " 12MAX. FROM FOR ALL FRAME SEAM WINDOW TYPES) �/ B, 5EE SHEET 3 0 B, SEE �. 30" MAX. O.C. _12" MAX. A, SEE F -- SHEET3t SHEET 3 A, SEE -- SHEET 3 11 �- 12" MAX. I } / EQUALLY EQUALLY # 17-7I8" MAX. O.C. SPACED SPACED f ANCHORS PER ANCHORS PER i I - TABLES 9-11 TABLES 9-11 I / O 3 I j 84" MAX. 1 X 10,, MAX. Q.C. BUCK I HEIGHT I - -- EQUALLY 13-3/4" MAX. O.C. EQUALLY SPACED SPACED ANCHORS PER I ANCHORS PER TABLES 9-11 I / Al TABLES 9-11 6-1/2" MAX. ENO ANCHORS AT SILL B �-' SEE SILL WEEP- B 54" MAX. BUCK WIDTHNOTCH DETAILS, SHEET 3 ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN WITH EQUAL-LITE CONFIGURATION 54" MAX, BUCK WIDTH 30" 12" MAX. MAX. O.C. i I FIXED VISIBLE LIGHT WIDTH 12" �' it I I FIXED / VISIBLE �— iLIGHT i 17-7/8" MAX. O.C. HEIGHT 91.7. i i MA) BUC -� HEIG 1 a" MAX, O.C. X i i Q 1 ! I_------- SASH-- 13-3/4" MAX. Q.C. j VISIBLE 1 I LIGHT I HEIGHT I i A� &-1/2" MAX. -_J NO ANCHORS AT SILL SASH VISIBLE SEE SILL WEEP - - 1 InLJT %fill 1TW —a`- NOTCH DETAILS, ------ _--- --- SFittl 3 ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH ORIEL/PROVIEW CONFIGURATION GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW B, SEE SHEET 3 A, SEE r--- SHEET 3 t EQUALLY I" SPACED ANCHORS PER TABLES 9-11 iT EQUALLY SPACED ANCHORS PER TABLES 9-11 B- 21-5/8" MAX. O.C. i% ANCHORAGE EXAMPLE FOR ARCH -TOP HEADER (SIM. FOR ALL ✓ INDOWTYPES) 10" MAX. FROM FRAME SEAM m F - - - OU nanA. U.U. �I _ - 12" MAX. j ij j /..,... 17-7/8" MAX. O.C. 62" MA) BUC HEIGI 13-3/4" MAX. O.C. 5-1/2" MAX. X I II �j i j F NO ANCHORS AT SILL 54" MAX. BUCK WIDTH SEE SILL WEEP- NOTCH DETAILS 6y:12149K] ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION_ FOR CUSTOM COTTAGE CONFIGURATION UP TO - 75" HEIGHT SEE TABLES 4-11 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 1-112" 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 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN 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. B) 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 BYTHE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-7964 & 7966; ELCO ULTRACON NOA; DEWALT ULTRACON+ NOA;ELCO/DEWALT CRETEFLEX NOA; ELCOIDEWALTAGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION; ANSIIAF&PA NDS & ALUMINUM DESIGN MANUAL �t� ` t� 11) APPLICABLE EGRESS REQUIREMENTS TO.BE REVIEWED BY BUILDING OFFICIAL. a`°\`� USER INSTRUCTIONS: ' ', 3I ;v '•.fi=� 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. r` oo 5P705 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. lr�4r' - 10iaTECHNOlOGYDRIVE 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11. VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FORTOF7411 N VENICE, FL$4275 7. YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET. (941) 480-1600 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. o,1 ` • 4 0RID NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, r l/0NAL ` e INTEGRAL FIN OR EQUAL LEGIBOX). A. I!44 MILEW P.E. P.E.# 58705 REGISTRATION #29296 DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6-7 LARGE & SMALL MISSILE IMPACT RESISTANT -` 52-118" MAX. BUCK WIDTH _ SEE SHEETS 1-1/4" D, SEE.-_ .I 8 & 9 SHEET 4 C, SEE - _ i i e SHEET 4 j I i I I / I j / I i I j j f 84" 1 { BUCK HEIGHT K ° AS SHOWN IT ° X i (91.78" MAX.) 717 SEE I I i d SHEETS ° i ` o i 8&9 I / ,C D SEE SILL WEEP - NOTCH DETAILS, SHEET 4 ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION ANCHORED THROUGH THE NAIL -FIN SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES ........ ........... _........................ _ 1 ELEVATIONS ........................... _ ........................... 1 FRAME, GLASS & ANCHOR OPTIONS.................2 INSTALLATION, FLANGE & EQUAL LEGIBOX ..... 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 L uLjrJ ! J 1 {iry UHKU7 uoc:u. u 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION + 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION e ASTM E1300-09 • ANSIIAF&PA NDS-2018 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2015 • AISI S100-16 + AISC 360-16 Revision: C) UPDATED TO FBC 2020, REVISED ANCHOR TYPE TABLE. AK - 03/10/20 DesCrip60R'. ,Jmwn cy' GENERAL NOTES & ELEVATION J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 105/15/155 /.wek Scale: Sheet Drawing No. 1'C SH-5500 NTS 1 OF 13 MD-SH5500-01 TABLE 1: ALLOWABLE GLASS TYPES Glass Type Description (Listed from Exterior to Interior) I Design Pressure Table # Sheet # 5 7/8" Laminated LG.: 118" A Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites 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 + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interiayer 4,6 6 7 7/8" Laminated I.G.: 3116" A Exterior Cap + 318" Air Space + 5/16" Laminated; (2) Lites of 118" A Glass with .090" PVB Intedayer 4,6 6 8 7/8" Laminated I.G.: 3116" T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 4,6 6 9 7/8" Laminated I.G.: 1/8" A Exterior Cap + 7116" Air Space + 5116" Laminated; (2) Lites of 118" H Glass with .090" SG Interiayer 7 7 10 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 5116" Laminated; (2) Lites of 1/8" H Glass with .090" SG Interiayer 7 7 11 7/8" Laminated I.G.: 3116" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Intedayer 7 .7 12 7/8" Laminated I.G.: 3116" T Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Intedayer 7 7 13 7/8" Laminated I.G-: 1/8" A Exterior Cap + 5/16" Air Space + 7116" Laminated; (2) Lites of 3/16" A Glass with .090" SG Intedayer 8 7 14 7/8" Laminated I.G.: 1/8" T Exterior Cap + 5116" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Intedayer 8 7 15 7/8" Laminated I.G.: 3/16" A Exterior Cap + 114" Air Space + 7/16" Laminated, (2) Lites of 3/16" A Glass with .090" SG Intedayer 7 7 16 718" Laminated I.G,: 3/16" T Exterior Cap + 1/4" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Intedayer 7 7 TABLE 2: ALLOWABLE ANCHORS THROUGH THE FRAME Group Anchor Substrate Min. Edge Min.Distance Embedment" A #1p SMS (steel, 18 8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 7116" 1-3/8" Steel, A36* 318" 0.050" Steel Stud; A653 Gr. 33* 3/8" 0.0451" (18 Ga.) Aluminum, 6063T5* 3/8" 0.050" 3116" steel Ultracon or Ultracon+ P,T. Southern Pine (SG=0.55) 7116" 1-318" Concrete (min. 3 ksi) T' 1-3/8" 3116" steel Ultracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 3116" steel Ultracon+ Ungrouted CMU, (ASTM C-90) 1" 1-114" B #SMS (steel, 18 8 S.S, or 410 S.S) P.T. Southern Pine (SG=0.55) 9116" 1-3/8" Steel, A36* 3/8" 0.050" Steel Stud, A653 Gr. 33* 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5* 3/8" 0.063" 1/4" steel Ultracon or Ultracon+ p T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Crateflex P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 1" 1-314" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-114" C 114" steel Ultracon+ Concrete (min. 3 ksi) 1-3/16" 1-3/4" Ungrouted CMU, (ASTM C-90) 1" 1-1/4" 114" steel Cretellex Concrete (min. 3.35 ksi) 1" 1-3/4" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1-314" 1/4" steel Ultracon+ Concrete (min. 3 ksi) 2-1/2" 1-3/4" 1/4" steel Ultracon+ Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" D 1/4" steel Creteflex Concrete (min. 3.35 ksi) 2-1/2" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel Aggre-Gator Concrete (min. 3.275 ksi) 1-1/2" 1-3/8" Grouted CMU, (ASTM C-90) 2" 2" TABLE 3: ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN Group Anchor Substrate Min. Edge Distance Min. Embedment' E 2-1/2" x .131" Common Nail P.T_ Southern Pine (SG=_55) 3/8" 2-7116" 2-1/2" Ring -shank Roofing Nail P.T Southern Pine (SG=,55) 318" 2-7116" F #iq Trusshead SMS (steel, 16-8 S,S_ or 410 5 5:) P.T_ Southern Pine (SG=.55) 112" 1-318" Aluminum, 6063-T51 318" O 050" Steel Stud, Gr. 33' 318" 0.0451" (18 Ga,) Steel, A36' 3/8" 0.050" #12 SMS (steel, 1" S.S_ or 410 S. &) P.T. Southern Pine (SG=.55) 9/16" 1-318" Aluminum, 6063-T51 318" 0.063" Steel Stud, Gr. 33' 318" 0.050" Steel, A36' 318" 0.050" MIN, OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE, GLASS TYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. FIGURE C: FRAME SHAPES Frame Glass Frame Frame Types Options Configs. Shapes Installation Options that may be used (see Fig B) (see Table 1) (see Fig A) (see Fig C) ....into 2X Wood FramelBuckstrip - sheet 3, option 1 Flange 5 -16 Equal-Lite, Oriel/Proview Square/Rest., Arch Top & Through the frame ....into Concrete/CMU - sheet 3, option 2 ... •through 1X BucksMp into Concrete/CMU - sheet 3, option 3 (#2) & Cottage Radius -Top of the window...... .... into Metal - sheet 3, option 4 ...into 2X Wood Frame/Buckstrip - sheet 3, option 1 Box 1 Equal-Lite, Square/Rect., Through the frame ....into Concrete/CMU - sheet 3, option 2 Equal -Leg (#4) 5 -16 Oriel/Prmiew & Cottage Arch Top & Radius Top of the window,.,... ....through 1X Buckstrip into Concrete/CMU - sheet 3r option 3 ....into Metal - sheet 3, option 4 Through the ....into 2X Waal Frame/Buckstrip - sheet 4, option 5 J-Channel Equal -Like, 5 integral fin...... ....into Metal - sheet 4, option 7 {#1) 5-8 OriellProview & Cottage rch- op & Arch -Top & Radius -Top Through the frame ....into 2X Wood Frame/Buckstrip - sheet 4, option 6 ...,into Metal - sheet 4, option 8 of the window...... Through the ....into 2X Wood Frame/Buckstrip - sheet 4, option 5 Integral Fin Equal-Lite, SquarelRect., integral fin...... ,,,,into Metal -sheet 4, option 7 (0) 5-8 OriellProview &Cottage Arch -Top & Radius Top Through the frame ....into 2X Wood FramelBuckstrip - sheet 4, option 6 I ....into Metal - sheet 4, option 8 of the window...... FIGURE A: FRAME CONFIGURATIONS L.IL L111 �j EQUAL-LITE ORIEL COTTAGE —� BUCK WIDTH BUCK WIDTH — BUCK WIDTH— c7 �� i T w ]C 0�0 /// w Y M W W w Y m I T C7 Y 1/� RADIUS -TOP ARCH -TOP RECTANGULAR WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-10, � I .� % riVgj91 s t'10- 5870 NAL A. L� Nl MI[LER4\, P.E. P.E.# 58705 rL co_V7 11 107D TECHNOLOGY DRIVE N. VENICE. FL 34275 (941)-480-1600 REGISTRATION #29296 "A" = ANNEALED "H,, = HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. Material Min, Fy Min. F„ Steel Screw 92 ksi 12q ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco/DeWalt Aggre-Gator(D 57 ksi 96 ksi Elco Ultracon® 155 ksi 177 ksi 3116" DeWalt UltraCon+(D 117 ksi 164 ksi 1/4" DeWalt UltraCon+® 148 ksi 164 ksi 410 SS Elco/Dewalt CreleFlex(D 127.4 ksi 189.7 ksi 6063 T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi C) REVISED ANCHOR TYPE TABLE. AK - 03/10/20 Description: Drown W. GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI Title: Date: SINGLE HUNG WINDOW INSTALLATION - LM 105/15/15 Series/Model: Scale: Sheet: Drawing No. Rev: SH-5500 NTS 2 OF 13 MD-SH5500-01 I C INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION ncrrinm i ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE. 2, THIS SHEET. FLANGE FRAME SHOWN FIXED VISIBLE LIGHT HEIGHT BUCK 50 HEIGHT 85 30 4..._ ... SASH EXTERIOR VISIBLE LIGHT HEIGHT k"OP T. 86 81 3130 INTERIOR WEEP NOTCHES EACH END. 80 EQUAL-LEG/BOX " r - �❑ FRAME SHOWN .27" X 1.25" d • e 4� 4 WEEPHOLE ° • .4 - C WICOVER@ A 2.87" FROM 38 EACH END_ VERTICAL SECTION B-B EDGE DISTANCE EMBEDMENT 1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2, EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. OPT. SASH TOP LIFT RAIL FOR ALL WINDOWS: 1 ANCHOR @ 3.55" FROM END AND AT CENTER, FOR WINDOWS OVER 36" WIDE: ADD ADDITIONAL SCREWS @16-3/8" 35 FROM END. FOR WINDOWS WITH. BOTTOM LOCKS: ADD ADDITIONAL SCREWS @ 8-3/8" FROM END, 14' MAX SHIM NO ANCHORS REQUIRED IN FLANGE OR EQUAL -LEG FRAME SILLS USE EITHER LATCH OR BOTTOM LOCK, TESTED UNIT LOCATION: 6-518" FROM SASH END INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. 1 � ��+rswtrwaaai�nntR�' ice. 1 FLANGE FRAME NOTES: SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2, ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, SASH VISIBLE LIGHT WIDTH EXT\j}EAR/ I OR V INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2, THIS SHEET. 1/4" MAX SHIM- e-1 L GHT WIDTH \ EQUAL BUCK WIDTH LEGIBOX FRAME HORIZONTAL SECTION A -A SHOWN EMBEDMENT �r e EDGE DISTANCE TYP. ANCHOR .� TYPE, ' EMBEDMENT AND EDGE s a4 DISTANCE PER ' EDGE SUBSTRATE, ' DISTANCE SEE TABLE 2, ° SHEET 2. a DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES. TABLE 2. SHEET 2. 1/4" MAX. SHIM FLANGE FRAME SHOWN 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPENING) IS MEASURED FROM ANCHORED THROUGH BEADING TO BEADING. VISIBLE LIGHT FORMULAS WIDTH @SASH: BUCK WIDTH - 6-1/2" @ FIXED LITE: BUCK WIDTH-4-318" HE[GHT (EQUAL-LITE) BUCK HEIGHT/2 - 3-15116" #10 OR #12 STEEL SELF -DRILLING - SMS (G5), SEE TABLE 2, SHEET 2, EXTERIOR 15 FRAME INTO METAL Nf) ilMi'{P ' � •' rX, 1070 TECHNOLOGY DRIVE alu Ti I)E ;F ( N. VENICE, FL 34275 ' .' =. t t I% . • '' � t (941 }.480-16W �rrr �Lgy`�Ea°' A. LYNN MILLER, P.E. P.E.# 58705 REGISTRATION #29296 1/4" MAX. SHIM EQUAL LEGIBOX FRAME. SHOWN INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL C) NO CHANGES THIS SHEET. AK - 03/10/20 Description: Drawn W. FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI Title: Date: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Sarias/Modal: Scale: Sheet: Drawing No. Rew. SH-5500 NTS 3 OF 13 MD-SH5500-01 C INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK- STRIP. SEE NOTE 2, THIS SHEET. J-CHANNEL FRAME ( SHOWN I I-- EMBEDMENT *-I EDGE DISTANCE J INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X EMBEDMENTfini WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (SCREW SHOWN) J-1/4" MAX SHIM TYP. ANCHOR TYPE, EDGE _ EMBEDMENT AND EDGE DISTANCE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) f FIXED 19 2Q OPT. SASH TOP VISIBLE LIFT RAIL LIGHT HEIGHT FOR ALL WINDOWS: ' 48 1 ANCHOR @ 3.55" FROM END AND AT 49 21 CENTER. I Q c 22 FOR WINDOWS 72 OVER 36" WIDE: ADD ADDITIONAL 14 45 46 47 SCREWS @16-318" 35 FROM END. -� FOR WINDOWS WITH BUCK HEIGHT EXTERIOR 86 OPT. (2) 1" INTERIOR' 81 WEEP NOTCHES AT gp EACH END. INTEGRAL FIN FRAME SHOWN 27" X 1,25" WEEPHOLE 38 WICOVER @ 2,87" FROM EACH END. .I— SASH IISIBLE LIGHT L NO ANCHORS REQUIRED IN FRAME SILLS IF ANCHORING THROUGH FRAME. 1/4" MAX SHIM BOTTOM LOCKS: ADD ADDITIONAL SCREWS @.8-318" FROM END. USE EITHER LATCH (SHOWN) OR BOTTOM LOCK (SHEET 3). TESTED UNIT LOCATION: 6-518" FROM SASH END. TYP. ANCHOR TYPE, EDGE DISTANCE EMBEDMENT AND EDGE (DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. --.-I EMBEDMENT (SCREW SHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D-D ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, THIS SHEET. BALANCE 'YPE VARIES WITH SASH WEIGHT INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. SASH VISIBLE LIGHT WIDTH FYTr:PlnP 114" MAX SHIM I- EDGE DISTANCE J I INTEGRAL ' n_ I FIXED VISIBLE V FIN J CHANNEL �1 LIGHT WIDTH FRAME FRAME SHOWN NOTES: SHOWN ---� BUCK WIDTH — 1)USE ONLY SUBSTRATE -APPROPRIATE HORIZONTAL SECTION C-C . ANCHORS LISTED ON TABLES 2 & 3 OF SHEET 2. FOLLOW EMBEDMENT 1/4" MAX FBC COMPLIANT ALUMINUMlSTEEL FRAMING OR STEEL STUD. AND EDGE DISTANCE LIMITS. ANY SHIM MAY BE VERTICAL OR HORIZONTAL, SEE SUBSTRATE PROPERTIES, TABLES INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE ALSO FOR DADE-APPROVED MULLION WINDOW.........,..._...,......._..,...._....,_,.....-......._. 2) MASONRY ANCHORS MAY BE #10 OR #12 STEEL 114" MAX. USED INTO WOOD AS PER TABLE 2, SELF -DRILLING SHIM SHEET 2. ALL WOOD BUCKS LESS SMS (G5), SEE THAN 1-112" THICK ARE TO BE ❑ TABLES? & 3, ❑� CONSIDERED 1X INSTALLATIONS. SHEET2. D 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER, 1X AND 2X BUCKS (� (WHEN USED) SHALL BE DESIGNED FIN OR RE TO PROPERLY TRANSFER LOADS A TO THE STRUCTURE. WOOD BUCK FLANGE REMOVED DESIGN AND INSTALLATION IS THE IN -FIELD RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN r o OR ARCHITECT OF RECORD. FRAME SHOWN 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 OPENING) IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL BEADING TO BEADING, INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) fV VISIBLE LIGHT FORMULAS „` a WIDTH @SASH: BUCK WIDTH -6-112" 1070 TECHNOLOGY DRNE @ FIXED LITE: BUCK WIDTH - 4-318" �7 t e y . :fF:F .. N. VENICE, FL 34275 HEIGHT (EQUAL-LITE) i . • , A•�� ,,;',L' ` ,y �> (1}480-1C BUCK HEIGHT/2 - 3-15116" �� I'`1fflllit}t A. LYNN MILLER, P.E. REGISTRATION #29296 P.E.# 58705 C) REVISED DADE MULLION NOTE. AK - 03/10/20 EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) 2. Description: unown W. J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI Ttle: Date: SINGLE HUNG WINDOW INSTALLATION - LM 105/15/15 /Model: Scale: Sheet: Drawing No. Rev SH-5500 NTS 4 OF 13 MD-SH5500-01 Ic 71b" NOM. 5/16" A/A PVB 7116" AIR SPACE 1/8" A GLASS EXTERIOR 76-79 GLASS TYPE 5 71a° NOM. 5/16" HIH SG 7/16" AIRSPACE 1/8" T GLASS -- aEXTERIOR 76-79 GLASS TYPE 10 TYP. GLAZING DETAIL 5/16" A/A PVB 7/16" AIR SPA 1/8"TGL OEXI —�{ 7r8" NOM. --�- GLASS TYPE 6 -�- 7r8" NOM. 5/16" HIH SG — 318" AIR SPACE - 3116" A GLASS- EXTERIOR GLASS TYPE 11 >" NOM.GLASS GLASS TYPES 9 THROUGH fE 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 A THE HVHZ ABOVE 30'. --�- 7r8° NOM. �--� 5116" A/A PVB -- 318" AIR SPACE-- 3/16" A_ GLASS- EXTERIOR GLAZING NOTES: "X= ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAP BY KURARAY AMERICA, INC. FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. 5/16" HIH SG ------ 3/8" AIR SPACE- 3/16" T GLASS- EXTERIOR GLASS TYPE 7 718" NOM. GLASS TYPE 12 - 7/8" NOM, I- 7/16" A/A SG-- 1/4" AIR SPACE- 3/16" A GLASS- EXTERIOR --j 718" NOM, 5116" A/A PVB 3/8" AIR SPACE- 3116" T GLASS- EXTERIOR GLASS TYPE 8. 7I8" NOM. 7/16" A/A SG 5/16" AIR SPACE 1/8" A GLASS -- aEXTERIOR 76-79 GLASS TYPE 13 7/16" A/A SG — 1/4" AIR SPACE - 3116" T GLASS - EXTERIOR 7!8° NOM. �---- 5/16" HIH SG 7/16" AIR SPA 1/8" A GL aE) 7116" A/A S 51160 AIR SP 1/8" T G 718" NOM GLASS TYPE 9 7!$" NOM. G ACE LASS EXTERIOR 76-79 GLASS TYPE 14 GLASS TYPE 15 GLASS TYPE 16 Revision: ti �,j; .-`f?�,C,''; C) NO CHANGES THIS SHEET. AK - 03/10/20 o =R t05 Descriptlon: Drawn W. 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI F _ w N. VENICE, FIL 34275 {941)-480-160D rove: Dale: m� .r � `:° c..N SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 SerieslMcdel: Scale: Sheet. Drawing No. Rev. A. L' r�r� I�iI_L�WP.E. SH-5500 NTS 5 OF 13 MD-SH5500-01 C P.E.# 58705 REGISTRATION #292I TARI F F, TALI R d' Glass Types 5,6,7&8 Design Pressure, Ibsfie +l-50.0 Reinf. Level R1 For all window & sash sizes SEE (ABLE 9, SHEEF 8 FOR ANCHOR GROUP AND QUANTITY. H HT 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. Glass Type S Bottom Sash Description for ghen Range @ Window Height Shown Sash Haight Range (in) Design Pressure, Ibsfftz Relnf, Level R2 WlndowBuck Width (in) up to 48 52.125 23,5 Equal-Wte 11.394 +65.0 1 -70.0 +65,0 -700 Standard Cottage- 14.517 - 15,870 +65.0 -70.,0 +65.0 -70,0 28 EquaMe 11,683-14.516 +65.0 -70,0 +65..0 -70,0 Standard Prmtew 11,377 - 11.582 +65.0 -70.0 +65,0 -70.0 Tallest 23.517-25.2aG +65.0 .70.0 +65.0 .700 Standard Cottage 20.958-23.516 +65.0 -70.0 +65.0 MD 37,375 Equat-lite 17,517 - 20.957 +65-0 -70.0 +65,0 -70.0 Standard Preview 14.$17 - 17,516 +65,0 -70,0 +65,0 -70,0 Shortest 11.377 - 14,516 +65.0 70.0 +65.0 -70.0 Tallest 27.583 - 31,911 +65.0 -70.0 +65.0 -70.0 Custom Size 26-517 - 27.582 +650 -70.0 +65.0 -700 Standard Cottage 23.517 - 26-515 +65,0 -70.0 +65,0 -70.0 44 Equal-lite 20.517-23,516 +65.0 -70.0 +65,0 -M0 Standard ProAaw 17.517 - 20,516 4650 -70.0 +65,0 -70.0 Custom Size 14.617 - 17,516 +65.0 -70.0 +65.0 70,0 Shortest 11,377 - 14.516 +650 -700 +65.0 -70.0 Tallest 31,593 - 35,911 +65.0 -70,0 +65.0 -MG Standard Cottage 26.5t7 - 31.592 +65.0 -70.0 +65.0 -70.0 Equal-lite 20,517 - 26,516 +65 0 -700 +65.0 -700 48 Standard Provlew 17,517-20.:516 +65.0 .70.0 +65.0 -70.0 Custom Size 14.517 - 17.516 +65.0 -70.0 +65.0 -70,0 Cullom Size 12,517 - 14,516 +65,0 -700 +65.0 j -70,0 Shortest 11.377 - 12,516 +65.0 70.0 +65,0 -70.0 m Tallest 33.208 - 37.536 +65.0 -70.0 +65.0 -70.0 x Standard Cottage 26.517 - 33.207 +65.0 -70,0 +65.0 -70.0 Equal-lite 23,517-26.516 +65.0 •70,0 +65.0 -70,0 m 49,625 Custom Size 20.517 - 23.516 +65.0 -70,0 +650 -700 0 g Standard ProMew 17.517 - 20,516 +65.0 -70.0 +65.0 -70.0 Custom Size 14 517 - 17,516 +65,0 -700 +65,0 -70,0 Custom Size 12,517 - 14.516 +650 -70A +65.0 -70.0 Shortest 11,377 , 12,516 +65.0 -70.0 +65.0 70.0 Tallest 36.517 - 41.644 +65..0 -700 +65.0 -70.0 Standard Cottage 31.511 - 26.516 +65.0 -700 +65.0 -70.0 EquaWte 26 517-31.516 +65.0 .70.0 +65.0 -70.0 Standard Proeiew 23,517 - 26.516 +65.0 -70.0 +65.0 -70.0 62 Custom Size 20.517 - 23.516 +65,0 -70,0 +65.0 -10.0 Custom Size 17,517-20.516 +65.0 j -70,0 +65.0 -70.0 Custom Size 14,517 - 17.516 +65.0 -7D.0 +65.0 -66.1 Custom Size 13,017 - 14.516 +65.0 -70,0 +65.0 -67.3 Shortest 11.864 - 13 016 +65.0 -70.0 +65.0 66,5 Tallest 30,517-41.644 +65.0 .70.0 +65.0 40.0 Custom Size 38.517 - 39.516 +65-0 -70.0 +65.0 -70.0 Equable 35.517-39.516 +65,0 40.0 +65.0 -70.0 75 Custom Size 32.517 - 35,516 +65.0 -700 +65.0 -70,0 Standard P,-.- Custom Size 29.517 - 32.516 �26.5t7 - 29.516 +65.0 +65,0 -70.0 -70.0 +65.0 +65.0 -70.0 -67.3 Shortest 24.864 - 26.516 +65.0 -70.0 +65.0 -66.5 Equal-Gle 38.517-41,644 +65,0 -70.0 +65.0 -100 64 Custom Size 35,617 - 38,515 +65.0 -70.0 +65.0 -67,3 Standard Prodew 33.864 - 35.516 +65..0 i -700 +65.0 -66.5 91,78 Tallest • - 41.644 +66, -70.0 +65,0 -66.5 TART F R- Glass Types 6,7&8 Design Pressure, Ibsffe +65.01-70.0 Relnf. Level R2 For all window and sash sizes SEE TABLE 10, SHEET 9 FOR ANCHOR GROUP ANDQUANTITY. H HT 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) SEE TABLE 10, SHEET 9 FOR ANCHOR GROUP AND QUANTITY. `" MIN. SASH HEIGHT W WINDOW BUCK HEIGHT - 50.136 {APPLIES TO ANY HEIGHT 91.78" PR) �. • . le {f, No. 58705 i�r w 1070 TECHNOLOGY DRIVE =U` N. VENICE, FL 34275 (941 }480-1600 r�r3 D1AL wSi� A, 191414 MILIIA, P.E. P. E:# 58705 REGISTRATION #29296 C) SASH HEIGHT CORRECTION. AK - 03/10/20 DescripUbn: Drawn W. DESIGN PRESSURE TABLES J ROSOWSKI True: Date: SINGLE HUNG WINDOW INSTALLATION •- LM 105/15/15 /Model: 1'N': 1'"6'0F I'M'Dg-S'H'5500-01 IRZ SH-5500 TS 13 T. Glass Type 942, 15 & 16 Bottom Sash Description for glven Range @ Window Height Shown Sash Height Range (in) Design Pressure, Ibsift Retrif. Level 3 Window Buck Width (in) up to 40 48 52.125 54 23.5 Equal-lite 11_394 +70.0 .110,0 +70.0 -110.0 +700 -1t0.0 +70.0 •110.0 Standard Cottage 14,517.15,870 +700 •110.0 +70.0 .110.0 *70.0 -110.0 +70.0 A100 28 Equal -lice 11,583- 14.516 +70.0 -110.0 t70,0 -1.10.0 +70.0 .1%0 +70.6 -1%0 Standard Pranew 11.377 - 11-W2 +70.0 -110.0 +70.0 -110,0 +70.0 -1100 +70.0 -1%0 Tallest 23.517 - 25,266 +70.0 -1100 +70.0 -110.0 +70.0 -110.0 +70.0 .110.0 Standard Cottage 20,958 - 23,516 +70,0 -110.0 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 37.375 Equal-lite 17,517.20,957 +70.0 -110.0 +700 -1100 +700 -110.0 +70.0 -109.0 Standard Proview 14,517-1TS16 +700 -110.0 +700 -110-0 +700 -110.0 +70.0 -110.0 Shortest K377-14.516 +700 -110.0 +70.0 A10.0 +70.0 A07.0 +70.0 -103.0 Tallest 27.583 - 31.911 +70.0 -110.0 +70.0 .99,0 +70..0 .93.0 +70.0 .90.0 Custom Size 26.517-27562 +70.0 -110.0 +700 .110.0 t70,0 AWO +700 •1100 Standard Cottage 23.517- 2&516 +700 -110.0 +70,0 -110.0 +70,0 -110.0 +70,0 -110.0 44 Equal-Ide 20,517 - 23,510 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 Standard Pmoew 17,517 - 20516 +70-0 -110.0 +70.0 A10.0 +70.0 -110.0 +70.0 -110.0 Custom Size 14.517 - 17.516 +70.0 -110.0 +700 -110.0 +70.0 -110.0 +700 -110.0 Shortest 11.377- 14.516 +70.0 .110.0 +700 .1%0 +70.o .167.0 +70,0 -103.0 Tallest 31.583- 35,911 +70.0 -110.0 +70,0 -99.0 +70.0 -93,0 +70.0 -90,D Standard Cottage 26,517-31.582 +70.0 -110.0 +70.0 -110,0 +700 -110.0 +70.0 -110,0 Equal -tile 20.517 • 28.516 +700 -110.0 +70.0 -110.0 +70,0 -110.0 +70,0 .110.0 46 StandardPrmiew 17,517 - 20.516 +70.0 -110.0 +70.0 -110,0 +70.0 .116.0 -+70.o -110,0 Custom Size 14.517- 17-516 +70..0 -110.0+70.0 -110.0 +70.0 -110.0 +70,0 -110.0 Custom Size 12.517 - 14,616 +70.0 -110.0 +70.0 -110,D +70-0 -1100 +70.0 -110 a Shortest 11,377 - 12516 +700 -110.0 +70.0 -110.0 +70,0 -110.0 *70.0 -1%0 Tallest 33,208 - 37,536 +70.0 -110.0 +70.0 -99.0 +70.0 -93.0 +70.0 -90.0 Standard Cottage 26,517 - 33,207 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 Equal -life 23.517 • 26.516 +70.0 .1%0 +700 -110,0 +700 -1100 +70,0 -1100 m 49,625 CustoW ze 2D.517-23.516 +700 -110.0 +70.0 -110.0 +70.0 -1i0.0 +70,0 -110.0 StandardPrmiew 17,517 - 20,516 +70.0 -1100 +70.0 -110.0 +7&0 -130.0 +70,0 -110.0 Custom Size 14,517-17.516 +70.0 -110.0 +70.0 -110,0 +790 -110.0 +70,0 -110,0 Custom Size 12.517 - 14.516 +70,0 -1 MO +70-0 -110.0 +70.0 -110.0 +70.0 -110.0 Shortest 11,377 - 12.510 +70 0 -1.10.0 +70,0 -110.0 +700 -110.0 +700 -110.0 Tallest 38,517 - 41,644 +70.0 .110,0 +700 -110.0 +70,0 -110.0 +70-0 -110.0 Standard Cottage 31,517-38.510 +70.0 -110.0 +70.0 -110,0 +700 1 -1i0.0 +70.0 -110A Equaf-lite 26,517 - 31516 +70-0 -110.0 +70,0 -110.0 +70,0 -110.0 +70.0 -110.0 Standard Preview 23,517 - 26.516 +70 0 -110,0 +70.0 -110,0 +70,0 -110.0 +70.0 -110.0 62 Custom Size 20.517 - 23.516 +700 -110.0 +70,0 -110.0 +70.0 1-110,0 +70.0 -1100 Custom Size Cusfnm5ize 17.517 - 20.516 14.517-17,516 +70.0 +70.0 •110,0 -110.0 +70.0 +70.0 -1100 110,0 +70.0 +70.0 »110.0 -110.0 +700 +70.0 .110.0 AMD Custom Size 13,017 - 14.516 +70,0 -110.Q +70.0 -110.0 +MO -110.0 +70.0 410.0 Shortest 11.864-13,010 +70.0 -110,0 +70,0 -110.0 +70.0 .11040 +70,0 .110.0 Tallest 39.517-41,644 +70.D -110,0 +700 .110.0 +70.0 -110.0 +MO 410.0 Custom Size 33.517-39.516 +70,0 -110,0 +70.0 -110.0 +70.0 -110,0 +70.0 410.0 Equal -€Re 35 517 - 38,510 +70.0 -110.0 +70.0 •110-0 +700 -110.0 +70.0 -110.0 75 Custom Size 32,517.35,516 +700 AMD +70,0 -11D.0 +76.0 -1100 +70.0 -110.0 Standard Pranew 29,517- 32:516 +70.0 -110.0 +Mu Alo,o +700 -110.0 +70.0 -110.0 Custom Size 70.517.29510 +70-0 -110-0 +70.0 -110,0 +70.0 1 -1100 +700 -110-0 Shortest 24.864-26.516 +70_D -110.0 +70,0 -11U.D +70.0 -110,0 +700 -110.0 Equa{-11te 38.517.41.644 +70.0 -110,0 +70.0 -1100 +70.0 -110.0 +70.0 -110'0 64 Custom Size- 35.517 - 38.516 +70.0 -1100 +700 -110.0 +70.0 -110,0 +70,6 .1100 Standard Preview 33-864-35516 +70.0 -110,0 +700 -110.0, +70.0 -110,0 +70.0 A10.0 91.78 Tallest - 41,044 1 +70.0 -110,0 +70.0 -110.0 +70.0 -110,0 +70.0 -110.0 SEE TABLE 11, SHEET 10 FOR ANCHOR GROUP AND QUANTITY. ** MIN, SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 (APPLIES TO ANY HEIGHT 91-78" OR LESS) NOTFS= 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. Glass; Type 13 & 14 Bottom Sash Description for ghen Range Q Window Height Sham Sash Height Range (in) Design Pressure Ibslfi z Rednf. level 3 Window Buck Width (in) 18 24 32 3fi1 40 48 52:125 54 23.5 Equal -lice 11-394 +70.0 -1100 +70,0 410.0 +70,0 -110.0 +70.0 -110.0 +70.0 -110.0 +MO -110.0 +700 -110.0 +70.0 -110.0 Standard Cottage 14,517- 15.670 +70.0 -110.0 +70.0 -110.0 +700 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 28 Equal-Gte 11.583 - 14,516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -1100 +70.0 -110.0 +70,0 -110.0 +70.0 -1100 Standard PrcAc v 11.3T7 - 14.582 +70.0 -110.0 +70.0 -110,0 +70.0 -110,0 +7U.0 -110,0 +70.0 -110.0 +700 -110.0 +70.0 -110,0 +70,0 -110,0 Tallest 23.517-25.286 +70.0 -110,0 +70.0 -110,0 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 +70.0 410,0 +70.0 -110.0 +70.0 -1100 Standard Cottage 20,958 23.516 +70,0 -110,0 +70.0 -110,0 +70.0 -11a.o +70.0 -110.0 +7010 -110.0 +70.0 -110.g +70_0 -110.0 +70,0 -110.0 3T375 EqualAte 17.517.20,957 +70.0 .110.0 +70.0 .110.0 +MO -110.0 +700 -110.0 +70,0 -110,0 +70,0 .110.0 +70,0 -110.0 +70.0 -109A Standard PrWew 14.517 • 17.516 +70.0 -110.0 +70.0 A1D0 +700 -110A +70.0 .110.0 +Mo -11oD +76.0 -i1D.0 +70.6 .110.0 +70.0 -110,0 Shortest 11377 . 14.516 +70.0 •110.0 +70.0 -1100 +70.0 -110,0 +70.0 .110.0 +70.0 -1%0 +70.0 .110.0 +70.0 -107,0 +70.0 -103.0 Tallest 27,583-31.011 +70,0 -110.0 +70.0 -110,0 +70.0 -110.0 +70,0 -1100 +70.0 -110.0 +70.0 -99,0 +70.0 -93.0 +70,0 -90.0 Custom Size 26.517.27,682 +70.0 -1100 +70.0 -1100 +70,0 -110.0 +70.0 -1100 +70.0 -1%0 +700 -1100 +70, 0 -110.0 +70.0 -110,0 Standard Cottage 2&517 - 26.516 +70.0 -1MD +70,0 -110,0 +70,0 -110,0 +70_0 -110.0 +70,D -110.0 +700 -110,0 +70.0 -110.0 +70,0 -110.0 44 Equal-lite 20,517 - 23,518 +70.0 -110,0 +70,0 -110.0 +70..0 -11DO +70.0 -110.0 +70.0 -110,0 +76..0 -110,0 +70.0 -110,0 +70.0 -110,0 StandardPrrniew 17,517 - 20,516 +70,0 -110,0 +70.0 -110.0 +700 -110.0 +70.0 -110,D +70,0 410,0 +70.0 A10.0 +MO -110.0 +70,D -1100 Custom Size 14.517 - 17.516 +70.0 -110,0 +70.0 -1160 +70.0 -1100 +70.0 -110.0 +70,0 -110,0 +70.0 -110.0 +70,0 -110.0 +70,0 -110.0 Shortest 11,377 . 14.516 +7D 0 -110.0 +70,0 -110.0 +70,0 -110A +7Q0 -110.0 +MO -110.0 +70.0 410.0 +MO -107,0 +70.0 -103.0 Tallest Standard Cottage 31,583 - 35,911 26,517-31,562 +700 +70.0 -110,0 -110,0 +7010 +70.0 -110.0 -110,0 +70,0 +70.0 -110,0 --110.0 +700 +70,0 -110,0 -110-0 +700 +70,0 -110.0 -t10,0 +70,0 +70.0 -99.0 -110.0 +70,0 +70.0 -03.0 -110,0 +700 +70,0 -900 -1100 Equal-fite 20517.26,516 +70.0 •110.0 +70.0 -110.D +70.0 -110a +70.0 -110.D +700 410.0 +700 -110,0 +70,0 -110.0 +70,0 -110.0 48 Standard PrWew 17LS17.20.516 +70.4 -110,0 +70,0 -i10.0 +70.0 -110.0 +70,0 -110.0 +70,0 4100 +70.0 .11.0.0 +70.0 -11o.0 +70,0 -11D.0 Custom Size 14.517 - 17.516 +70.0 -110.0 +70.0 -110,0 +70.0 -110.0 +70.0 -110.0 +70.0 -€10,0 +700 -110,0 +70.0 -110,0 +70.0 -110_1) Custom Size 17.517 - 14.516 +70.0 -110.0 +70.0 -110..D +70.0 -110.0 +70.0 -110,0 +70.0 410,0 +70.0 -110.0 +700 -110.0 +70D A10,0 c Shortest 11.377-12.516 +70.0 -110.0 +70.0 -110.0 +700 -1113.0 +70.0 -1100 +70.0 -110.D +70.0 -110,0 +70.0 -110.0 +7o,a -11D.0 ,C m Tallest 33.248-37.530 +700 -110.D +70.0 4100 +70,0 -t100 +70.4 -110.0 +70.0 -110,0 +70.0 -99.0 +700 -93.0 +700 -900 Standard Cottage 26-517.33,207 +70.0 -1100 +70.0 -110.0 +700 -110..0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -1100 +70.0 -110,0 Equal -life 23.517-26516 +70-0 -1100 +70.0 AMD +70.0 -110.0 +70.0 -1100 +70.0 -110.0 +70.0 -110.0 +70-0 -110.0 +70.0 -110.0 m 49-625 Custom Size 20,517 - 23.516 +700 -110.0 +10.0 -110..p +70,0 -110.01 +70.0 -110.0 +70.0 -110,0 +70.0 -110.0 +700 -110.0 +74,0 -110.0 g Sfandard PrWew 17.517 - 20.510 +70.0 -110.0 +700 -110,.0 +70.0 -1100 +70.0 -110,0 +700 -110,0 +70,0 -110.0 +70.0 -110,a +70.0 -110,0 Custom Size 14.517 - 17.516 +70.0. -110.0 +70,0 -110.0 +70.0 -110.0 +7D.0 -1100 +70.0 -1100 +70.0 -€lo.0 +70.0 -11D.0 +7a,o -110,0 Custom Size 12.517 - 14.516 *70.0 .1100 +70.0 .110.0 +70,0 -11OR +70.0 .11D.D +700 .110.0 +70.0 -110A +70.0 410.0 +700 -110.0 Shortest 11.377-12.516 +70.0 •110.0 +70.0 -1100 +MD -110,0 +MO -11D.0 +70,0 -110.0 +70.0 .110.0 +70.0 .1100 +70.0 -1100 Tallest 38,517 .41644 +70.0 -1100 +70.0 .110.0 +70,0 -110,0 +700 410.0 +70.0 410.0 +70.0 -110,0 +700 .1100 +700 -105.7 Standard Cottage 31,517 - 36,516 +70,0 -110.0 +700.-1100 +700 -110,0 +70.0 -1100 +70.0 -110.0 +70.0 -110.0 +70 0 -10a.5 +70.0 -103-0 Equal -life Standard Proview 26.517-31.516 23,517-26,516 +70.0 +70.0 -1100 -110.0 +70.0 +70.4 -1100, -110_D +7D.0 +7o.0 A10D -11D.0 +70.0 +70.0 -110.0 -1100 +70.0 +700 -110.0 -110,0 +70.0 +70.0 -110.0 -110.0 +70.0 +700 -107.9 -110.0 +70.0 +74.0 AMA -105.2 62 Custom Size 20.517 - 23,516 +70.0 -110.0 +70.0- -110.0 f+70.0 -110.0 +70.0 -110.0 +70,0 --110.0 +70.0 -110,0 +70.0 -110.0 +70.0 -1070 CustomSizo 17.517-20.516 +70.6 -110,0 +7a.a -11D0 +71 -110.4 +70.0 -110.4 +70,p -110.0 +70,0 -€la.0 +70.0 •110.0 +7a.a -109..E Custom Size 14.517-17.516 +70.0 -110.0 +70.0 -110,0 +70.0 -1100 +70.0 -105,0 +70.0 -102,6 +70.0 -100.5 +70.0 -t0Q.5 +70.0 -11WS Custom Size 13 017 - 14,516 +70.0 -110 fl +70.0 -110-0 a +7 10 -146.2 +70 0 -100.7 +7010 -97A +70.0 -94.4 +70, 0 -94:a +700 94.4 Shortest 11.864-13.016 +70.0 -110,D +70.0 -110,0 +70.0 -102,0 +70,0 -97.0 +7U.0 -93.3 +700 -90.1 +700 -90.0 +70.0 -90.0 Tallest 39.517 - 41.644 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +700 -110.0 +70o -101.5 +7o.a -96.0 Custom Size 38.517-39,516 +70.0 -11U.0 +70.0 -110.0 +70.0 .110.4 +70,0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -101.7 +70.0 -96.3 Equal -life 35,517. 38 516 +70.0 -110A +70.0 -110.0 +700 -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 +70,0 -1004 t70.0 -95.0 75 Custom Size 32.517 - 35.510 +70.Q -110.0 +700 A10.0 +70.0 -110,0 +70,0 -110.0 +700 -110.0 +70.0 •110.0 +70.0 -1007 +70.0 95.2 Standard PnAm 29.517-32,516 +7U -1100 +70,0 -11010 +700 -110.0 +70.0 -110.0 +700 -11D,0 +70,0 -100.8 +70.0 •101,6 +70.0 -96.1 CuslomSize 28.517-29,518 +70.0 -110,0 +700 -110.0 +70.0 -107.9 +70.0 .102.4 +70,0 -88,9 +70.0 -06.4 +70,0 -96,4 +70.0 -96A Shortest 24,864 - 26.516 +70.0 -110 D +7&0 -110.6 +70.0 -104 6 +70.0 .99,1 +70,6 -95 4 4760 -92 4 +70.0 -92.4 +70,0 -92.4 Equal-lite 3&517-41.644 +70.0 1 -110,0 +MO .110.0 +70.0 -110,0 +700 -110.0 +70.0 -110,0 +70.0 409.8 +70-0 •96.7 1 +700 -91.1 81 Custom Size 35.517 - 38..518 +70.0 -110.0 +7a0 -110,0 +700 .107,9 +70.0 1 •102.41 +70.0 1 -98.9 1 +700 -NA 1 +70.0 •96.4 1 +70.0 -91.6 StandardPrvdew 33,964-35,516 +70.0 1 -110.0 +70,0 -110.0 +700 -102.6 1 +70.0 1 -97,0 1 +70.4 1 •93.3 1 +70.0 1 90.1 1 +70.0 -90.0 1 +70.0 M.0 91.76 Tallest " - 41.644 +70.0 -110.0 1 +7001 -11a.01 +70.0 -102.6 1 +70.4 1 -97.0 1 +70Q 1 -93.3 1 +70.0 -90.1 1 +70,0 -9o.01 +70.0 1 -90.0 SEE TABLE 11, SHEET 10 FOR ANCHOR GROUP AND QUANTITY. ** MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 t r (APPLIES TO ANY HEIGHT 91.78" OR LESS) I 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 4 �f'• Ai F Crl~ .��tr A. NN'� MiLLW P.E. P,E.# 58705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)460-1600 REGISTRATION #29296 EXTERIOR JAMB 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 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL 0 FIN FRAMES C) SASH HEIGHT CORRECTION. AK - 03/10/20 HEADER MEETING RAIL EXT0OR� SASH HEIGHT SILL Description: Drawn 8y: DESIGN PRESSURE TABLES J ROSOWSKI 7itfe: Date: SINGLE HUNG WINDOW INSTALLATION - LM 105/15/15 Scale: Sheri: Drawing No. Rer. SH-5500 NTS 7 OF 13 MD-SH5500-01 C TABLE 9: FOR ANCHOR GROUP D, TABLE 10, SHEET 9 MAY BE USED. Anchor Quantities Required for "Through-FraPne" Installation Anchor Group A Anchor Group B Anchor Group C 18' Wide 24' W1de 32' Wide 36" Wtd9 4W Aide 48' Wide 52-118' Wide 18' Wide 24' Wide 32' Wide 35 Wetle 40' A4da 48" Wrde 52-118' Wide lir Wide 24' Mlide 32" Wide 36 Wide 40" YJide 48 Wlde 52-318" Wide Jamb Jamp � L a or n a m Jamb � a it `d m Jamb n: 2 ¢ Or 2 m Jamb tr o: L L ¢ m ' Jamb � ¢ rr .1 m y O Jamb o: ¢ tr 2 w ez Jamb .X a: 2 22 8 ¢ m Jamb Ix E x ¢ it - m Jamb � 4 .$ a of 2 m ' Jamb of 2 $ ¢ - "m m Jamb Ir $ ¢ or 2 m yy 9 Jamb � .,or 2 2 $ 'S a m iamb a: 2 ¢ ro. 22 m .lamb � .Si ¢ rc '2 m Jamb . � $ ¢ - W - d a m '' Ja of .E a b o' m Jamb $ Jamb Jamb Jamb Glaca Typea 5, 6, T& 8 Reinf. Lo5ro1 R1 Bottom Sash Cleactiphrn for given Range Window Height Shown Sash Height Range (m) � `d $ ¢ ro 2 m a: .4i. $ ¢ a m � G E ¢ o: - m rc C ¢ Ix 2 m a C ¢ X m 23.5 Equal-Ide 11..394 1 2 1 1 2 1 1 2 2 1 2 2 i 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Standard Catiage 14,517- 15,870 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 ? 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 t 2 2 1 2 2 1 2 2 1 2 1 1 2 t 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 28 Equalade _ 11.583 - ik,516 1 2 1 1 2 1 1 2- 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 3 2 2 1 2 2 1 2 2 1 2 1 �1 2- 11 2 2 1 2 2 1 2 2 i 2 2 1 2 2. Standard Protiew 11IX7-11.562 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 'tallest 23.517.25.286 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1- 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Standard Cottage 20.95B-23-516 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 �1 2 1 1 2 1 1 �2 -2- 1u--2 -2 t 2 2 1 2 2 1 2 2 V 375 Equalkile 17.617-20,%7 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1. 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Standard Provew 14.517. 17.516 2 2 1 2 2 1 2 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2. 2 2 2 2 2 2 2 2 2 2 Shortest 11.377-14,510 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Tallest 27.583 - 31.911 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 Custom Stze 26,517. 27.582 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Standard Cottage 23.517. 26.516 2 3 1 2 3 # 2 3 2 2- 3 2 2 3 2 2 3 2. 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 44 EqudJite 20-517-23516 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1. 2 2 1 2 2 2- 2 2 2 2 2 2 2 2 2 2 2 2 Standard Proviee 17.517-20,516 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 '- 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2- 2 2 2 2 2 2 2 Custom Size 14.517-17.516 3 2 1 3 2 -1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 -2 3 2 2 3 2 2 Shortest 11.377.14.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2. 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 ? 2 3 2 2 Tallest 31.583 - 35A11 1 3 1 1 3 1 t 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 Standard Cottage 26.517- 31-582 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 ? 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Equei-rite 20.517-26,516 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3' 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 1 2 2 3 2 2 3 2 2 3 2 48 Standard ProHew 17,517 - 20.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2-- 1 3-� �2 3 2� 2 3 2 2 3 .2 2 3 2 2 Custom Skze 14,517 - 17,516 3 2 1 3 2 1 3 2 2 3 2- = 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 12.517-14.616 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3' 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 ? 2 3 2 2 3 2 2 3 2 2 c Shortest 11 3T7. 12,516 3- 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 �1 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Tallest 33.208.37536 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 4 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 Standard Cottage 26.517 - 33,207 2. 3 1 2 3 1 2 3 2 2 3+ 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 EquafaiEe 23.517 - 26.516 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 �2 1 2 2 3 2 Z 3 2 V2 2 3 2 m 49 625 Custom Size 20.517 - 23,516 3� 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 -2w-1µ 3 2�- 2--3 2 3 2 2 3� 2 3 2 2 Standard Prouew 17.517 - 20,516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 3 2 3 2 2 3 2 2 3 2 2 Custom Size 14.517-17,516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1. 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 -2 3 2 2 3 2 2 _ Custom Size Shortest 12.517 - 14,516 11.377-1M16 3 3 2 2 1 1 3 3 2 2 -1 1 3 3 2 2 2 2 3 3 2 2 1 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 1 1 3 3 2 2 1 1 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 Z 2 2 2 3 3 2 2 2 2 3 3 2 2 1 1 3 3 2 2 1 1 3 3 2 2 2 2 ..3 3 � 2 2 - 2 2 _ 3 3 _2.,. 2 2 2 3 3 2 2 2 2 3W 3 2W 2 2 2 Tallest 36-517-41,644 2 4 1 2 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 1 2 4 1 2 4 2 2 4 2. 2 4 2 2 4 2 2 4 2 2 4 1 2 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 Standard Cottage 31.517 - 36,516 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Equat4ile 26.517 - 31 L516- 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3€ 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 62 Standard.ProWer Custom Size Cuslan Size 23.517-26.516 20,517 - 23.516 17.517 - 24.516 3 3 3 3 2 2 1 1 1 3 3 3 3 2 2 1 1 1 3 3 3 3 2 2 2 2 2 3 3 3 3 2 2 1 2 2 2 3 3 3 3 2 2 2 2 2 3 3 3 3 2 2 2 2 2 3 3 3 3 2 2 2 2 2 3 3 3 3 2 2 1 7 1 3 3 3 3 2 2 1 1 1 3 3 3 3 2 1-11 2 2 2. 2 3 3 3 3 2 2 1 2 2 2 3 3 3 3 2 2 2 2 2 3 3 3 3 2 2 2 2 2 3 3 3 3 2 2 2 2 2 3 3 3 3 2 2 1 1 1 3 3 3 3 2 2 1 1 1 3 3 3 3 2 —2­2 2 2 3 3 3 3 2 2 2 2 2 3 3 3 3 2 2 2 2 2 3 3 3 3 2 2 2 2 2 3 3 3 3 2 2 2 2 2 Custom Stze 14,517- 17-516 4 2 1 4 2 1 4 2 2 4 2; 2 4 2 2 4 2 2 4 2 3 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 Custom Size 13.017- 14..516 A 2 1 A 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 1 4 2 1 4 2 2 4 2 3 2 4 2 2 4 2 2 .4 2 2 4 2 1 4 2 1 A 2 2 A 2 2 4 2 2 4 2 2 4 2 2 Shortest 11.664 - 13.016 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 2 1 4 2 2 4 2 2 4 2 ? 4 2 2 4 2 2 Tallest 39.517.4L644 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4. ? 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 Custom Size 38,517 - 39,516 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 i 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 75 al-lita m 81Ze... 35,517 - 39 516 -' 32.517-35.516 3 3., 3 3-...1.. 1 3 -_3 3 ,.3 1 ".,1 3 _.3:. 3 N3 _ 2 2 3 3 . 3 3 2 Z.....,3.,..,_3 3 3 2 ..2 3 . 3 3 -3...._2.a.. 2 3 a, 4 .,3 2 w.2....3.....3 3 3 1 ..1 3 ..3 3 _3.. 1 ;....3 3 .. 3 .3,.. 2 �.3 3 "3 3 _3 2 .. 2 3 3.,.. 3 3 2 2 3 3.� 3 .3-. 2 r.2_ 3 3 3 I „3 2 2 3 3 3 3w. 1 3 ._3... 3 3mm 1 _' 3 .-3.. 3 9.. 2 2 3 3 3 3 2 1 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 d Frotiav 29.517-32,516 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 -1 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 m Size ....__..--_. _. dest jEquzd4Ae 26,517-29-516 4 3 1 4 ______. 4 3 3 1 ____ i 4 .-...._ 4 3 3 2 ._ 2 4 ___ -4 3 __� 3 2 2 4 4 3 -_ 3 2 2 4 .V....-..-�_ 4 3 3 2 .-.... 2 4 _..... 4 3 E 33 3 ___ 4 __ 4 3 ......__ 3 1 _- 1 4 _.__ 4 3 3 1 1 4 4 3 3 2 2 4 4 3 3 2 2 4 4 3 3 2 2 4 4 3 3 2 2 4 4 3 3 2 2 4 43 3 1 1 4 4 3 3 1 1 4 43 3 2. 2 4 - 4 3 3 2 242 4 3 2 4 3 2 4 4 3 3 2 2al4Ae 38.517 - 41.644 3 4 1 3A413 4 2 3 4 2 3 4 2 3 4 2 3 4 3 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 384m Size 35517-38.516 4 3 1 44 3 2 4 3 2 4 3 2 4 3 -2 4 4 3 4 3 1 4 3 1 4 3 2 4 3 2 4rd P1o�1cw 33.818-35,616 4 3 1 44 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 1 4 3 1 4 3 2 491,7811Cest '- 41644 4 4 1 44 4 2 4 4 2 4 4 2 4 4 2 4 4 3 4 4 1 4 i 4 1 4 4 2 4 4 2 4 4 2 4 4 2 4 4 2 4 4 1 4 4 1 4 4 2 4 4 2 4 4 2 4 4 2 4 4 2- SEE TABLE 4, SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE. *" MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 (APPLIES TO ANY HEIGHT 91,78" OR LESS) NOTES: 1) USE THE ABOVE 'ANCHOR QUANTITIES REQUIRED ...... :..."TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE ABOVE "MAX. ANCHOR O.C. SPACING... ....... -TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE.BUCK. "MR"= MEETING RAIL. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5) REFER TO TABLES 2 8r 3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. -' T i'ti_(. A. LYNfY kilLIER, P.E. P.E.# 58705 r0l P—Mm"MM."S 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941}484-1600 REGISTRATION #29296 Max. Anchor O.C. Spacing far Anchor Group E Anchor Group F "Integral -Fin" Installation 3.6' I 4` Revision: C) NO CHANGES THIS SHEET. AK - 03/10/20 Deacripfion: irrawn try: ANCHOR QUANTITY TABLE J ROSOWSKI Trtle: Dote: SINGLE HUNG WINDOW INSTALLATION - LM 105/15/15 /Model: Scale: Sheen .Rev.SH-5500 NTS 8 OF 131"MrawDi"g-S"O H5500-01 C TABLE 10: Anchor Quantities Required for "Through -Frame" Installation Anchor Group B Anchor Group C Anchor Group D 18' Wide 24' Wide 32' Wide 26' Wide 4{i' Wde aB" Wide 52-118• WWe 187 Wide 24' Wide 32" Wide 36' Wide 41T Wide 48' Wide 52-118° Wide 18° Wide 24' Wide 32" Wfde 3E Wide 4T Wide 48' Wide 52-10 Wide Jamb Z � x Jamb tot y �i x Jamb g x Jamb - 9 a � x Jamb � x Jamb ffi 2S x Jamb ` g iS s Jamb 33 '` �� Jamb � s Jamb h v � i Jamb h Jamb w � x Jamb tl � x Jamb 55 ,lamb x� 4i xa Jamb i g gr Jamh ffi � Jamh JambJrvnb GlawTypes `✓, 6, 7 & 8 Reinf. LsreI RZ Boman Sash Descn Iron for hen p� 9 Range @ Window Height Shavn Sash Height 9 Range (in) - w ¢ z r ti m m a $ a ¢ a ,'S m m m ` m a ¢ x c C m m m a ¢ t 6 m m t es n ¢ w m m t� m .n ¢ r g a m tx ® ¢ � r fi b m m ` m n ¢ tC x ax m MJamb m a ¢ a `- m �- ¢ w a- a .s. m ¢ z •� as ¢ m m ¢ o Z - m rr g ¢ m 2 _'S as ¢ •c m. 9$ ¢ m :c - m m ¢ m m ,,. ¢ m c m� ¢ o: � m 2 m ¢ i m ¢ . m 23,5 EqualAlte 11,394 1 2 1 1 2- 1 1 2 2 1 2 2 1 2 2 1 2 2 1- 2 2 1 2 1 1 2 1 i 2 2 1 2 2- 1 2 2 -1 -2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Standard Cottage 14,517. 15.670 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 28 EquaRte 11.583 - 14.516 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Standard Prvdew 11.377 - 11,582 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Ta€Test 23.517-25.286 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 3 2 1 3 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 SlandaMCotlage 20.958 - 23.516 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 -1 2 2 1 2. 2 1 3 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 37.376 Equal�ille �Standartd Provievr 17,517 - 20,957 14.517- 17,516 2 -Z 2 �2- 1 1 2 2 2 2 _ 1 J1 2 � 2� 2 2 � 2 N2 2. - 2� 2 2 2 2�� 2 ��2 2 2» 2 2. 2 2� 2 2�� 2 2 2 2----2»� 2 2 »,,.2.. 2 �"2 2 � 2-, 1 1 �� 2 2m 2. 2u 1 �1 2 µ2 2 2 2 2 2 2 2 2 2 2 2 2 2 2� 2 2� 2 2 2 2 2 ���2 2 2 2 2 2 2 2 -2 2 2 1 1 2 2 2 2 1 1 2 2 2 m2- 2 2 2 2 2 �2 2 2 2 2 2 2 2 -2T -.2 �2 2 2 2 - 2- 2 2� 2 2 2 2. Shortest 11,377 - 14.516 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2. 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 -2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 $ 2 2 2 2 2 es:»,,, -Cu tomStze �W wµ2&55117-27.9582 1111 2....a,. 1 2 3 1 2 3 2 2 3 2 �2 3 2 2 3 2 2 3 2mm 2 3 1 2 3 1 2 3 2 v-_ 2 ^.,,,^ 3 € 2 T^N 2 . 3 2 ^� 2 3 .^ 2 2 3 2�^� i _.µ 2 3 3 1 1 1 -..2 2 3 3 1 # 1 �2 2 3 �_..._.�.. 3 2 2 1 2 3 ...�3 2 2 1 _....e----..._.....-w,...o.-._,- 2 3 3 2 2 t 2 3 3 2 2 1 _..._ 2 3 .. 3 2 __- 2 Standard Cot;age 23,517-26.516 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 t 2 3 2 22 44 Egtial-tits 20.517»23.516 ---.20,5162 2 2 2 1 1 2 22 2 1 1 2 2 2 2 2 22-2222 2 2 2 2 2 2 2 2 2- 2 -2 2 2-2 2 2 22 2 2 2 21 p2 1 2 Y2 2 2 1 1 2 2 2 2 �"2 2 2 2 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 1 1 2 2 2 2 1 1� 2 2 2 2 2 2 2 2 2 2 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Custom Size 14,517-17.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 # 3 2 2 3 2 2 3 2- 2 T3 w2 2 3 2 2 -Shortest 11.377 - 14,516 3 2 1 3 2 1 3 2 2 3 2 -2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2- 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 -3 -2 2 3 2 2 Tallest 31,583 - 35.911 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 4 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 Standard Cottage 26 517-31,582 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2. 2 3 2 2 3 2 a8 Egval4ite $IandardPwerr 20,517-26.516 17.517-z0.5i6 2 3 3 2 1 1 2 3 3 2 1 1 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 1 1 2 3 3 2 1 mi 2 3 3 -2 2 TZ 2 3 3 2 2 j 2 2 3 3 2 2 2 2 3 3 �2 2 2 2 3 3 2 2 �2 2 -3 3 2 1 1� 2 3 3 2 1 1 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2; 3 3 m2_--2 2 Custom Size 14.517 .17 616 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 LLstamSize Shodest�� 12517-14.516 - 1T377.12.516 3 3 Z 2 1 1 3 3 2 2 1 1 3 3 2 2 2 2 3 3 2- 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 1 1 3 3- 2 2� 7 1 3 2 2 2vW2 Z 3 3u 2 2 2 -2 3 32 2 2 2� 3 V32- 2 2 2 3 W3 2 2 2 2 3 3 2 2 1 1 3 3 2 2 1 1 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 �3 2 2 .2 2 3 3 2 2 2 2 P 0 Tallest 33.208 - 3T5W 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 4 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 t 3 2 Standard Cottage 26,517 - 31207 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2. 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Equat-lite 23 517 - 26.516 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3. 2 2 3 1 2 3 1 2 .3 2 2 3 2 2 3 2 2 3 2 2 3 2 ar x 49.625 Custom Size 20:517 - 23.516 3 2 1 3 2 1 3 2 2 -3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 2 3 2 i 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 $ c Standard Prorirw 17.517 - 2I1,516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2. 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 C?rstan size 14,517 - 17-516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1. 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 12,517 - 14.516 3 2 1 3 2 1 3 2 2 3 2 2- 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 1 2 3 2 2 3 2. 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2- 2 3 2 2 Shortest 11.377 - 12516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2- ! 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Tallest 36.517 - 41.644 2 4 1 2 4 1 2 4 2 Z 4 2 2 4 2 2 4 2 2 4 2 2 4 T 2 4 1 2 A 2 2 A i l 2 4 2 2 4 2 2 4 2 2 4 1 2 4 1 2 4 2 2 4 2 2. 4 2 2 4 2 2 412 Standard Cottage 31,517 - 36,516 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 4 2 3 3 1 3 3 1 3 3 2 3 3 2- 3 3 2 3 3 2 3 3 2 Equal4ite 26,517 - 31,616 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3, 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Standard Pnseevr 23_517 - n,616 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 1 2 3 3 2 3 3 2 3 3 3 3 3 E 7 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 62 Castor Size 20517-23..516 3 2 1 3- 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 17,517.20.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 14,517 - 17-516 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 2 1 4 2 2 4 2 j 2 4 2 2. 4 2 2 4 2 3 4 2 1 a 2 1 4 2 2 4 2 2 4 2 2 4 2. 2 4 1 2 2 custom Size 13,017 - 14.516 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2` 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 1 4 2 1 4 2 2 4. 2 2 4 2 2 4 2 2 4 2 2 Shortest 11.864-13..(116 4 2 1 4 2 1 4 .2 2 4 2 -2 4 2 2 4 2 2 4 2 2 4 2 1 4 2 1 4 2 2 4 2 2- 4 2 2 4 2 2 4 2 3 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 Tallest 39.517-41.644 3 4 1 3 4 1 3 4 2 3 4 2 3 A 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 Custom Size 38.517-39.516 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 k 2 3 A l 3 4 1 3 4 2 3 4 2. 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 Equal4lte 35.517-38.516 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3- 3 2 3 4 2 3 4 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 2 75 CustomSfzo 32.517 - 35,516 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 4 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3. 2 3 3 2 Standard Provew 29.517-32.516 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 CllstomSize 26.517-29.516 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 .2 4 3 1 4 3 1 4 3- 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 1 4 3 1 4 3 2 A 3 2 4 3 2 4 3 2 4 3 2 Shortest 25,516-26.516 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 Equalaite 3B.51 7 - 41,644 3tM4 1 3 4 2 3. 4 2 3 4 2 3 4 2 3 4 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 3 3 4 1 3 4 1 3 4 2 3 4 2- 3 4 2 3 4 2 3 4 2 64 .CA5tomSize 35,617-38,516 4 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 A 3 1 4 -3 2 4 3 2 A 3 2 k A 2 A 4 3 4 3 1 4 3 1 4 3 2 4 3 i 2 4 3 2 4 3 2 4 3 2 SlandardPr�iew 33818-35.,516 4 1 4 3 2 4 3 2 4 3 2 4 3 2 a 3 V.14 a 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 A 3 4 3 1 4 3 1 4 3 2 4 3 2 A 3 2 4 3 2 4 3 2 9t.78 Tallest - 41.644 4 1 4 4 2 -4 4 2 4 4 2 4 4 2 4 4 4 4 1 4 4 2 4 4 2 4 4 2 4 4 2 4 4 3 4 4 1 4 4 1 4 4 2 4 4 2 4 4 1 2 1 4 1 4 2 4 1 4 2 SEE TABLES 5 & 6, SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE. ** MIN- SASH HEIGHT = WINDOW BUCK HEIGHT - 50,136 (APPLIES TO ANY HEIGHT 91.78" OR LESS) NOTES_ 1) USE THE ABOVE 'ANCHOR QUANTITIES REQUIRED ............ TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME, 2) USE THE ABOVE "MAX ANCHOR O.C. SPACING.........." TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK- "MR" = MEETING RAIL. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE, 5) REFER TO TABLES 2 & 3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. l�1�tlii!{!j� I �4, < into. 50 f(;a P,E. a8705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941}480-1600 REGISTRATION ##29296 Revision; - --- Anchor Max.AnchorO.C,Spacingfor GmupF "Inwgral-Ftn" lnstalllagon 4- C) NO CHANGES THIS SHEET. AK - 03/10/20 Description: Drawn W. ANCHOR QUANTITY TABLE J ROSOWSKI Title; Date, SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 /Made!: Scale: I Sheet: Drawing No. Rev; SH-5500 NTS 9 OF 13 MD-SH5500-01 I C TABLE11 Anchor Quantities Required for "Through -Frame" Installation Anchor Group B Anchor Group C Anchor Group D 24' Wide 32" Wide 36' Wide 40' Wcde 48" Wide 52-118' Wide 54' WEde 24" Wide 3T W de 36' Wide I 40" Wide[41" W de 52-i18 Wde 54" Witlb Jamb 7 .lamb Jamb ° Jamb y Ai Q ' Jamk �._It y 8 ¢ t `m m lamb 1 m } ri $ 15 Q m Jamb i G 8 a Q m JamJartik W i m $ . Q m .x a:____.lq i myyReirsf. $ 4 e m m JambmmJamJamGlaosTypes or o: i i G � w 4m 3: ro v m a: ro a i 35 ae 4 m x K } b 8 a d m ck x } $ e 4 m x. a dt > b $ a$$R3 Q m K t[ } S a m x a d m x ro aaS•18 r 4 m x > a 4 m4m23,5 a= y Level Bottom Sash I]esc71 l"ion for INen p g Range @ Window Height Shown Sash hi ht Range #In) " m '' $ Q m •• m ? 8 Q �a aZ m d ' $ ¢ m -a ro •� m ¢ ce -6 m Equel4ileM21517-25286 1 2 1 1 2 2 i 2 2 1 2 2 1 2 2 1 2 2 £ 2 2 1 2 1 1 2 2 12 1Standard Cottage70 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 2 1 1 2 2 1 2 2 1 2 2 3 2 1 3 2 1 3 2 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 28 Equal-lite 16 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 1 2 1 1 2 2 1 2 2 1 2 2 2 2 2 2 3 2 2 3 2 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 SfandardProvfew82 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2- 2 2 2 2 2 2 2 Tallest 86 t 2 1 4 2 2 1 3 2 1 3 2 1 3 2 1 4 2 1 4 2 1 2 f 1 3 2 1 3 2 1 3 2 1 4 2 1 4 2 1 A 2 t .2 1 1 2 2 1 2 2 1 2 2 1 3 2 4 3 2 1 3 2 SlendardCottage516 4 2 1 1. 2 2 1 2 2 1 3 2 1 3 2 2 3 2 2 3 2 1 2. 1 1 2 2. 1 3 2 1 3 2 2 3 2 2 4 2 2 4 2 1 2 1 1 2 1 2 1 2 2 1 2 2 1 3 2 1 3 2 1 3 2 37.375 Equalgde 17.537-20.957 2 2 1 2 2 2 2 2 2 2 i 2 2 2 3 22 3 2 2 3 2 2 2 t 2 2 2 2 3 2 2 3 2 2 3 2 2 3 3 2 3 3 2 2 1 -2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 53 datd ProNew Shortest 14:617 - 17.516 1t.377-14.516 2 2 2 2 1 i 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 2 -3 2 3 2 3 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 2 3 3 2 2 3 2 3 2 3 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Tallest 27,583 - 31.911 1 3 1 1 3 2 1 3 2 1 3 2 1 4 2 1 4 2 1 4 2 1 3 1 1 3 2 L1 4 2 1 4 2 1 A 2 1 4 2 1 A 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 Custom Size Starltlem Cottage 26 517 -2TS62 �23.547-26.516— 2 2 3 3 1 t 2 2 3 3 2 �2 2 2 3 3--2 2 2 2 3 3 2 2 2 2�S 4 2 2 2 2 4 4 2 W2 2 2 4 4 2 2 2 2 3 3 1 1 2 2 3 3 2 2 2 2 3 3 Z 2 2 2 3 3 2 2 2 2 a 4 2 2 2 2" 4 4 2 3 2 2 4 4 1 1 2 2 3 3 2 2� 2 2 3 3 2 2 2 2 3 3 2 2 2 �2 3 3 Z 2 2 2 3 3 2 2 2 2 3 3 2 Z 44 Equal -file 20,517-23,516 2- 2 1 2 2 2 2 2 2 2 3 2 2 3 2- 2 3 3 2 3 3 2 2 1 2 2 2 2 3 2 2 3 2 2 3 3 2 4 3 2 4 t 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 StandardProriew Size 17.517-20,516 _w 14.547.511 2 3 2 2 1 1 2 3 2 2 2 2 2 3 2 2 2 2 2 3 2 _2_._. 2 2 2 2 3 3 2 3 3 2 3333 3 __.. 3 Z _.a.._ 3 3 2 _,_._ ..,.....__ 2 t ...�. 3 2 3 2 2 2 2 2 3 2 2 2 _�_ 2 2 .v_ 3333 3 »._,...._,.. 2 2 ,,...._ 3 �._. 3 _,._.. 3 e..._ 3 _.:_. 3 __.....,...._. 3 3 e.,.. _.......____. 1 - 3 ..._..___._..-..._ 2 2 3 2 2 2 3 2 2 3 2 _ 2 2 3 " ..2-....t 2 2 3 2 3 Shortest 11,377-14.516 3 2 1 3 2 2 3 2 2 3 2 2 3- 2 3 3 2 3 3 2 3 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Tallest 31.583 - 35.911 1 3 1 1 3 2 1 3 2 1 4 2 1 4 2 1 4 2 1 4 2 1 3 1 1 4 2 1 4 2 1 4 2 1 5 2 1 5 2 1 5 2 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 StandardColtcge 26,517-31.592 2 3 1 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 2. 2 3 2 2 4 2 2 A 2 2 5 3 2 5 3 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 Equal-lite 20,517 - 26.516 2 3 1 2 3 2 2 3 2 2 3 2 2 3 3 2 4 3 2 4 3 2 3 1 2 3 2 2 3 2 2 3 2 3 4 3 3 4 3 3 4 3 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 48 StandardProdew 17,517-20:516 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 2 3 2 2 3 3 2. 3 3 3 3 3 3 3 3 3 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 2 3 3 3 Custom Size 14.517 - 17.516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3- 3 3 3 3 3 3 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 3 3 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Custom Size 12.517-14.516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 4 3 4 4 3 4 3 2 1 3 2 2 3 2 2 3 2. 2 3 2 2 3 2 3 3 2 3 _ Shortest 11,377 - 12.516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 1 2 3 3 2 3 3 2 1 3 2 2 3 2 2 3 2 3 3 2 3 4 2 4 4 2 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 m Toile's Simdard Cdt a 33.Z08 - 37,536 26.517 - 33 2(£7 1 2 3 3 1 1 _ 3 - 2 1 .,»_ 2 4 ,_».. 3 2 , . 2 1 µ_.......».»....,... 2 A 4 2 2 t u....., 2 4 .._._m A 2 2 1 ..___, 2 A ....._...._mm._ A 2 3 1 ._1 2 A 5 2 1 3 2 3 3 1 4 1 _. 2 4 ._.._. 3 2 __._ 2 1 _. 2 4 .._. 4 2 _ 2 1 __-... 2 A _._. 4 2 _..._ 2 1 --. 2 5 --- 5 2 __. 3 1 2 5 __.__ 5 2 _,. 3 t --. 2 5 - -- 5 2 -1 2 __..........., 3 2 3 3 1 _.1 1 1 2 3 _.._.. 3 E 2 2 1 2 3 3P 2 2 t 2 3 3 2 N 2 t 2 3 - 3 2 2 1 2 4 -- 4 2 2 1 2 4 4 2 2 Egoal4ite 23.517-26.516 2 3 1 2 3 2 2 3- 2 2- 3 2 2 3 2 2 4 3 2 4 3 2 3 1 2 3 2 2 3 2 2 3 2 2 4- 3 3 4 3 3 4 3 2 3 t 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 m 49625 Custom Size Standard Proiiew 20.517-23.516 17,517-20.516 3 3 2 2 i 1 3 3 2 2 2 2 3 3 2 2 2 2 3 3 3 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 t 1 3 3 2 -2 2 2 3 3 3 2 2 2 3 3 3 3 2 2 3 3 3 .3 3 3 3 3 4 3 3 3 3 3 4 3 3 3 4 3 2. 2 1 i 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 3 2 2 2 3 3 3 3 2 3 3 3 3 3 3 3� 3 Custom S€ze 74_577 - 17.536 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 3 3 3 3 3 3 2 4 3 2 2 3 2 2 3 2 2 3 3 E 3 4 3 4 4 3 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Custom Size 12.517-14.516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3' 2 1 3 2 2 3 2 2 3 2 3 4 2 3 4 3 4 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Shortest 11,377 - 12516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 .3 '. 2 3 4 2 3 3 2 1 3 2 2 3 2 2 3 2 3 4 2 3 4- 2 4 4 2 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Tallest 36,517 - 41,644 2 4 1 2 4 2 2 4 2 2 4 2 2 5 2 2 5 3 2 5 3 2 4 1 2 4 2 2 4 2 2 5 2 2 6 3 3 6 3 2 6 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 A 2 Standard Cottage 31,617-36.516 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 5 3 3 5 3 3 3 4 3 4 2 3 4 2 3 4 2 3 5 3 3 5 3 3 5 3Equat4ile 26,517-3L516 3 3 1 3 3 2 3 3 2 3 3 2 3 4 3 3 4 3 3 4 3 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 5 4 3 5 t43 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 3 3 3 Standard Promew 23,517 - 26516 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 4 3 3 4 3 3 3 1 3 3 2 3 3 2 3 3 3 4 4 3 4 4 4 4 4 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 _3 3 3 3 3 62 Custom Size- 20.517,23.516 3 2 1 3 2 2 3 2 2 3 3 2 4 3 3 4 3 3 4 3 3 3 1 2 1 3 7 2 3 3 2 q 3 3 4 3 3 4 4 4 4 4 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 3 3 3 Custom Size 1T517-20,516 3 _ 42 2 ..-1__-— 1 1 3 422 2 2 _—..._._.e_........_ 3 42 2 2 2 3 d_..., 4 2 _._ 2 2 .....__ 2 4 _.. 4 3 ..... 2 3 ...__. 3 4 _._ 4 3 ......_ l 2 3 ..._.._. 3 4 __ 4 3 ..__. 3 4 3 ._.. 3 4 2 .. 2 _ 1 1 32 4 .. 2 2 2 4 .... 4 2 __ 2 2 _ 2 q _� 4 3 2 3 ...._ 2. 4 ..,... 4 3 ... 3 3 ., 3 5 _. 5 3 _, 3 4 4 5 5 3 3 2 2 1 1 3 4 2 _ 2 2 2 3 4 2 2 2 2 3 4 2 2 2 2 3 4 2 2 3 2 3 4 3 2 3 3 3 4 3 2 3 3 Custom Size 13,017 - 14,516 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 4 2 3 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 a 5 2 4 4 2 1 4 2€ 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 Shortest 11.864 - 13.016 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 4 2 3 4 2 1 4 2 2 A 2 2 4 2 2 4 2 3 4 2 3 5 2 4 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 Tallest 39:517-41.644. 3 4 1 3 4 2 3 4 2 3 4 2 3 5 3 3 5 3 3 5 3 3 4 1 3 4 2 3 4 2 3 5 2 3 6 3 3 6 3 3 6 3 3 4 1 3 4, 2 3 4 2 3 4 2 3 4 2 3 4 3 3 4 2 Custom Size 38.517 - 39-516 3 4 1 3 4 2 3 4 2 3 4 2 3 5 3 3 5 3 3 5 3 3 4 1 3 4 2 3 4 2- 3 53 3 5 3 3 5 3 3 5 3 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 3 3 4 3 Equaldite 35.517, 38.516 3 3 1 3 3 2 3 4 2 3 4 2 3 5 3 3 5 3 3 5 3 3 3- 1 3 4 2 3 4 2 3 75 Custom Size 32,517.55,516 3 3 1 3 3 2 3 3 2 3 4 2 4 4 3 4 4 3 3 4 3 3 3 1 3 3 2 3 4 2 4 4 3 4 5 3 4 5 4 4 5 4 3 3 1 3 3 2 3 3 2 3 3 2 3 4 3 3 4 3 3 4 3 Standard Pnniew 29,511 - 32516 3 3 1 3 3 2 3 3 2 4 3 2 4 4 3 4 4 3 4 4 3 3 3 1 3 3 2 4 4 2 4 4 3 A 5 3 4 5 4 4 5 4 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 -3 3 3 3 3 Custom Size 26.517-29.516 4 3 1 4 3 2 4 3 2 4 -3 2 4 3 3 4 4 3 4 4 3 4 3 1 4 3 2 4 3 2 4 3 2 4 4 3 5 4 4 5 4 4 4- 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 .4 3 3 Shortest 25.516 - 26,516 4 3 1 4 3 2 4 3 2 4 3 2 4 3 3 4 3 3 4 3 3 4 3 1 4 3 2 4 3 2 4 3 2 4 3 3 4 4 3 5 4 4 4 3 7 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 3 Equakite 38.517-41,644 3 4 1 3 A 2 3 4 2 4 4 2 4 5 3 4 5 3 4 5 3 3 4 i 3 4 2 4 4 2 4 5 6 3 4 5 3 4 5 3 3 4 1 3 4 2 3 4 2 3 4 2 3 4 3 3 4 3 3 4 3 Custom Slze 35.517 •38 576 4 3 1T1-4 4 3 2 4 3 2 4- 4 2 4 4 3 4 5 3 4 4 3 4 3 1 4 42 4 4 24 4 5 3 5 5 4 4 5 4 4 3 1 a s 2 4 3 2 A 3 2 4 3 2 4Standard L84 Provim 33.818 •35..516 4 3 3 2 4 3 2 4 3 2 4 4 3 4 4 3 4 4 3 4 3 1 4 3 2 4 3 2 4 4 1-4 3 4 4 3 5 5 4 4 3 1 4 3 l 2 4 3 2 4 3 2 Tallest » 41.644 4 4 4 2 4 4 2 4 4 2 4 4 3 4 6 3 4 5 3 4 4 1 4 4 2 a 4 2 4 4 5 3 4 5 3 5 5 4 4 SEE TABLES 7 & 8, SHEET 7 FOR DESIGN PRESSURES WHEN USING THIS TABLE. "" MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 (APPLIES TO ANY HEIGHT 91.78" OR LESS) NOTFS 1) FRAME DIMENSIONS ARE BUCK. "MR" = MEETING RAIL. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) REFER TO TABLES 2, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. T �h 6"d" �t. A EYNNE. P.E.# 58705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941}480-1600 REGISTRATION #29296 C) NO CHANGES THIS SHEET. AK - 03/10/20 GLASS TYPES 9 THR 18 MAY NOT �_A USEDJ-CHANNEL INTE ® PIN FRAMES Description: Drawn By: ANCHOR QUANTITY TABLE J ROSOWSKI rifle. Date: SINGLE HUNG. WINDOW INSTALLATION - LM 105/15/15 SH-5500 I NTS I 10 OF 13 I MD-SH5500-01 I C 3.500" - 3.500" 3.500" 3.500" -� - .062" - I+- .062" �-� �* - .062" .062" 060 1.483" 1.483" 1.483" 1.483" A70" 1:184" -� ��. 111 M== � ]= .810' 625" J-CHANNEL FRAME 625" r 0 FLANGE FRAME FIN FRAME EQUAL LEG FRAME -F 1.375" HEAD/JAMB HEAD/JAMB 1.375" HEAD/JAMB HEADIJAMB 23 LIGHT SASH ` 25 HD SASH REINFORCEMENT REINFORCEMENT 3.483" - 3.483" .062" .062" 2.444" 2.444" .625" J-CHANNEL .625" Q FLANGE UUU 1.375" FRAME SILL l =,l FRAME SILL 1.872" --p- 1.630" .065" -- -i o O 11 1.231 " E-�-�- 14 FIXED MEETING RAIL .864" 72 LAMIIG BEADING -� 1.641" i 1.375" 1.000" � 16 SASH RAIL 316" 175" .754" 80 EXTRUDED SCREEN FRAME - 3.483" .062" Q 2.444" 7 FIN FRAME SILL 3,483" .062" Q � 2.444" ur��C�❑ $ EQUAL LEG FRAME SILT. k' 070" 791" 1.036" 1.331" �- STANDARD 26 MEETING RAIL REINFORCEMENT �) 1.215" + - 100" 2." 1.565" -� 1.376" � � 2.1761.472 " 974" .471" .590. .347 355" 050" .050" 060" �.070" T .070SA LIFT RAIL BEVELED BEVELED E 17 COVER BALANCE 18 SCREW CO VER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK22 INTERLOCK COVER .300" - L4 750" .025" - 81 ROLLED SCREEN FRAME t%i"11lit,, </ CA T� ✓ 1.� ••• � R 'h .• Off"% q ID A. LYNN MILLER, P.E. P.E.# 58705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 {941}480-1600 REGISTRATION #29296 C) NO CHANGES THIS SHEET. AK - 03/10/20 1.182" �-- 070" 1.041 " A 130" - 1.340" �- 227 HD MEETING RAIL REINFORCEMENT Description: Drawn By. WINDOW EXTRUSIONS J ROSOWSKI rue; Dafe: SINGLE HUNG WINDOW INSTALLATION - LM 105/15/15 /Made!: Scale: Sheet: Drawirng No. Rev: SH-5500 NTS 11 OF 13 MD-SH5500-01 1c TABLE 12, Bill of Material # Part. # Description Material 1 620101 Single Hung Frame Head & Jambs - J-Channel 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 620105 SH/DH Frame Sill - J-Channel PVC 6 620106 SH/DH Frame Sill - Flange PVC 7 620107 SH/DH Frame Sill - Fin PVC 8 620108 SH/DH Frame Sill - Equal Leg/Box PVC 14 620131 Fixed Meeting Rail PVC 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620134 Balance Cover PVC 18 620133 Sash StoptScrew Cover PVC 19 620156 Pull Rail Interlock 6005 T5 Al 20 620144 Pull Rail Interlock Cover PVC 21 620157 Beveled Interlock 6005 T5 Al 22 620145 Beveled Interlock Cover PVC 23 620150 Light Sash Reinforcement 6063 T6 At 25 620152 HD Sash Reinforcement 6063 TS At 26 620153 Standard Meeting Rail Reinforcement 6005 T5 At 27 620154 HD Meeting Rail Reinforcement 6005 T5 Al 30 61644 Weatherstrip, .187" x .279' Fin Pile 31 6Q300 Weetherstrip, .190" x .300" Foam Bulb Flex PVC 32 61719 Weatherstrip, .187" x .229' PolyPile 33 61825 Weatherstrip Plug, .220" Finseal 35 78X1MM #8 x 1" Ph. PH SDS (Interlock Mounting Screw) 36 78)GTHPX #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 40 720>00= Constant Force Balance 41 #8 x 314" Ph. FH SMS (Con. Force Balance Screw) SS 42 Spiral Balance 43 720205 Spiral Balance Shoe Nylon 44 78X114FPAX #8 x 1-1/4" Ph. FH SMS (Spiral Balance Screw) 410 SS Part # Description Material 76 Kommerling 4SG TPS Spacer System See this Sheet for Materials 77 Quanex Super Spacer nXT with Hot Melt Butyl 78 Quanex Duraseal Spacer 79 Cardinal. XL Edge Spacer Kt1-tKtN1L;t I tb l Ktf Uft I b: I- I L-d /l 1, dVbt3 & by/U NOTES: TABLE 12. CONT.: Bill of Material, cent. --FT—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 76X1180PTX #6 x 1-10 Ph. FH SDS (Auto and Sweep Lock Screw) SS 49 720200 Auto and Sweep Lock Keeper Cast Zinc 50 ?76X34PPA #6 x 314" PH. PH SDS (Keeper Screw) SS 51 420181 UR Beveled Tilt Latch Corner Key PVC 52 420182 UR Pull Rail Tilt Latch Corner Key PVC 53 7634PHFL ##6 x 3/4" Ph. FH SDS (Corner Key Screw) SS 54 420183 Tilt Latch PVC 55 420184 Tilt Latch Retainer PVC 56 720207 1" Tit Latch Spring SS 57 420186 Plastic Tilt Latch Finger Pull PVC 58 720192 Metal Tift Latch Finger Pull Cast Zinc 59 420180 Pivot Bar Comer Key PVC 60 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 3/4" Ph. FH SDS (Pull Handle Screw) SS 66 420188 Bottom Latch Strike Plate Cast Zinc 67 ?7858B ##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 or Dow 983 Silicone 75 71646N Setting Block (7/8" x 1" x 1/8"), 85 +/_ 5 duro. EPDM 80 61012 Extruded Screen Frame Alum 81 61011 Roll -Formed Screen Frame Alum 82 7CKGLB21 Screen Corner Key fbr Extruded Frame X4 PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 84 47041 Screen Corner Key without Pull Ring X 2 PVC 85 7CASPM Tension Spring SS 86 61816C48 Screen Cloth Fiberglass 87 61635/61614 _140" Screen Spline (Machine/Hand Rolled) Vinyl 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 BUTYL STRUCTURAL SILICONE STRUCTURAL 1/4" NOM, FOAM 3/16" NOM. POLYISOBUTYLENE WITH WITH DESICCANT DESICCANT EXT. GLASS EXT. GLASS INT. GLASS INT. GLASS KODISPACE SUPER 76 77 4SG TPS SPACERO NXT;"` ALUMINUM POLYISO- —DESICCANT FILL AREA BUTYLENE 5116" NOM. SEAL_BUTYL & SILICONE SEAL DESICCANT-ROLL-FORMEDFOAMSTAINLESS VEINOFORCIMENT STEE EXT. GLASS EXT. GLASS,, NT, GLASS '- ` \—INT. GLASS DURASEAL@ XL EDGETM 8SPACER 7s SPACER E.i.illjp fi. ReViarori: C) ADDED BACKBEDDING. AK - 03/10/20 "o -- Drawn By: -----_ Asscripfion: tl1070TECHNOLoGYDRtvE BILL OF MATERIAL (BOM) J ROSOWSKI N. VENICE, FL 34275 rife: Date: (941)480-1600 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 SerieslMbdeh Scala: sheet: t]rawirrg No. Rev A. LYNN MILLER, P.E. SH-5500 NTS 12 OF 13 MD-SH5500-01 C P.E.# 58705 REGISTRATION #29296 OPT. SWEEP LOCK OPT. AUTO LOCK 40 OR(43 6, OPT. PULL RAIL 1g INTERLOCK & COVER O MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS BpleC� 41 a 40 CONSTANT FORCE _ BALANCE OR 42 43 SPIRAL BALANCE 16 OPT. PULL HANDLE WITH LATCH / ti15 OPT. PULL HANDLE .Z r- OPT, BEVELED INTERLOCK & COVER SCREEN 16 $2 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS. ss - 36 DETAILS -- EXTERIOR 53 OR 81 OR(84 1 38 59 5 __-___ ---- BALANCE 53 FRAME . - ,`••'`--• ASSEMBLY �� 3, - ------ -----------Revlsran:- C) NO CHANGES THIS SHEET. DETAILS ,���clr�� �`� �r . AK - 03/10/20 F� 4, = Descriptlan: Urawn By. EXTERIOR Z N/TWk 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI NOTES: ( w N.VENICE, FL34275Hate! rltrg: 1) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. � �� �, ' •., ? �? .• '' � (941 }•480-1 SOD SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 2) J-CHANNEL FRAME SHOWN, PARTS tt 1 & 5. OTHER FRAME TYPES APPLY. errJ:� �t7 ° ; Series/Made!: Scale: Sheet: Drawing Na. Rer 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 & 7. 4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LACKS. t A. L1lNtl1MILF�I, P.E. SH-5500 NTS 13 OF 13 MD-SH5500-01 C P.E.# 58705 REGISTRATION #29296