Loading...
HomeMy WebLinkAbout5500 Series PVC ImpactM SAM 4DADE MIAMI-DADE COUNTY 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.miamidide.gov/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 "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 05/15/15, with revision A dated 05/05/16, 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# 15-0519.05 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. l NOA No. 16-0714.03 Expiration Date: July 30, 2020 Approval Date: August 18, 2016 € ( Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I_ 1 L:1�iII►Clf� 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, with revision A dated 05/05/16, 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. 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 previous 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 previous NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.05) lh P � ; , /i Manuel Perez, PSE. t Product Control Exam' er / NOA No. 16-O;i4.03 Expiration Date: July 30, 2020 Approval Date: August 18, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (CONTINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlasOu (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010 and FBC-5" Edition (2014), dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.05) 2. Statement letter of no financial interest, dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.05) 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. 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.05, issued to PGT Industries for their Series "5500" PVC Single Hung Window - L.M.I." approved on 07/30/15 and expiring on 07/30/20. ) t Manuel Pere--, T1 X Product Control Ezam er NOA No. 16-0714 03 Expiration Date: July 30, 2020 Approval Date: August 18, 2016 E-2 ANCHORAGE EXAMPLE FOR 28-1/8" MAX. O.C. / RADIUS -TOP HEADER (SIM._ / 12" MAX. FROM FOR ALL 12" MAX.II FRAME SEAM WINDOW TYPES) HEADER (SIM. FOR ALL WINDOW TYPES) 17-7/8" MAX. O.C. B. SEE SHEET3 30" MAX. O.C. II tl — / 12" M A, SEE F - SHEET3 EQUALLY SPACED ANCHORSPER TABLES 9-11 EQUALLY SPACED ANCHORS PER TABLES 9-11 B- -- ANCHORAGE EXAMPLE An. IMPACT RATING — — h II II 12" MAX.II I I FIXED VISIBLE 1 LIGHT WIDTH I I — HEADER (SIM. FOR ALL WINDOW TYPES) 17-7/8" MAX. O.C. IMPACT RESISTANT /VISIBLE II tl — / LIGHT 0 II 1 / II 84' MA) x 10" MAX. O.C. BUC HEIG -� 1 113-3/4" MAX. O.C. 1 A X ii Q L---- / I _ I SASH VISIBLE LIGHT JNO ANCHORS AT SILL 54" MAX. BUCK WIDTH r I SEE SILL WEEP - NOTCH DETAILS, SHEET3 ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN WITH EQUAL -LITE CONFIGURATION 54" MAX. BUCK WIDTH a 30" 12" MAX. B, SEE _ ~� MAX. O.C. SHEET3 A, SEE F'_.- SHEET3+ EQUALLY SPACED ANCHORS PER TABLES 9-11 K -IT EQUALLY SPACED _ ANCHORS PER TABLES 9-11 12" -f- 17-7/8" MAX. O.C. 91.78" MAX. BUCK HEIGHT 10" MAX. O.C. � f 113-3/4" MAX. O.C. Al ,6-112., -1/2" MAX. 21-5/8" ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING _. —1 VARIES PER REINFORCEMENT I I FIXED VISIBLE 1 LIGHT WIDTH I I — HEADER (SIM. FOR ALL WINDOW TYPES) I I FIXED IMPACT RESISTANT /VISIBLE LIGHT HEIGHT LO I I I I x IQ I SASH VISIBLE LIGHT I / HEIGHT I 12" -f- 17-7/8" MAX. O.C. 91.78" MAX. BUCK HEIGHT 10" MAX. O.C. � f 113-3/4" MAX. O.C. Al ,6-112., -1/2" MAX. 21-5/8" ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING MAX. O.C. FOR ARCH -TOP VARIES PER REINFORCEMENT LARGE &SMALL MISSILE HEADER (SIM. FOR ALL WINDOW TYPES) LEVEL, SEE SHEETS 6-7 IMPACT RESISTANT 52-1/8" M 10" MAX. FROM / FRAME SEAM D, SEE SHEET4 B, SEE I►- 30" MAX. O.C.�12" MAX. C, SEE F - SHEET3 r SHEET4 A, SEE r'- SHEET3+ EQUALLY SPACED ANCHORS PER TABLES 9-11 EQUALLY SPACED ANCHORS PER TABLES 9-11 O II II II / I! II X I� II I / I - I I 12" MAX. 1 17-7/8" MAX. O.C. 62" MAX. 10" MAX.tO.C. BUCK HEIGHT 13-314" MAX. O.C. 6-1/2" MAX. SEE SHEETS JJJ 8&9 B®- - - NO ANOHOHS A I SILL B ® _ _ NU ANUNUKb A I SILL SASH VISIBLE SEE SILL WEEP- SEE SILL WEEP - LIGHT WIDTH —� NOTCH DETAILS, 54" MAX. BUCK WIDTH NOTCH DETAILS, SHEET3 SHEET3 ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO 75" HEIGHT SEE TABLES 7-11 GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED . 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" 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. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 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 El 300. STANDARDS USED: AX. BUCK WIDTH SEE SHEETS 1-1/4" 8&9 o } 84" BUCK HEIGHT ASSHOWN (91.78" MAX.) Kai D► .J 1-1/4 SEE SILL WEEP - NOTCH DETAILS, SHEET4 ELEVATION FOR TYP. FIN OR J -CHANNEL FRAME SHOWN WITH EQUAL -LITE CONFIGURATION ANCHORED THROUGH THE, NAIL -FIN (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE, THE 33-1/3% STRESS INCREASE HAS •ASTM E1300-09 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 •ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. *ALUMINUM DESIGN MANUAL, ADM-2010CON 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; ROYAL WINDOW AND DOOR PROFILES, LTD WHITE & BRONZE/ •AISI-S100-07/S2-2010 LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS &ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. Revised By. Date: Revision: JR 05/05/16 A) ADDED SPACERS USER INSTRUCTIONS: 17 TO SHEET 11. 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. Revised By: Data: Revision: 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4-8. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11. VERIFY THE ANCHOR/SUBSTRATE 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. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J -CHANNEL, FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX). ,. _- O Description: 6 4 GENERAL NOTES & ELEVATION 1070 TECHNOLOGY DRIVE Title: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALL (941)-480-1600 . Series/Model: Scale: Sheet.- A: heet: A.`LY .E.96 705 P.E. CERT. OF AUTH. #29296 SH -5500 NTS 1 OF 13 P.E.# 58705 PRODUC T RF VISBU as c®mptying with the Ftznath`:i Buildiagcode ) �p Atwptence INo 14, F�Om tan Wit By Miy'ni X3ade Ptoduc§-Cou4(A , J ROSOWSKI TION - LM 105/15/15 Drawing No. Rev., MD-SH5500-01 I A I I 1 I / I I / I I I I I I OI i I I Xi i I 1 I I I /I I I 84" BUCK HEIGHT ASSHOWN (91.78" MAX.) Kai D► .J 1-1/4 SEE SILL WEEP - NOTCH DETAILS, SHEET4 ELEVATION FOR TYP. FIN OR J -CHANNEL FRAME SHOWN WITH EQUAL -LITE CONFIGURATION ANCHORED THROUGH THE, NAIL -FIN (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE, THE 33-1/3% STRESS INCREASE HAS •ASTM E1300-09 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 •ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. *ALUMINUM DESIGN MANUAL, ADM-2010CON 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; ROYAL WINDOW AND DOOR PROFILES, LTD WHITE & BRONZE/ •AISI-S100-07/S2-2010 LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS &ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. Revised By. Date: Revision: JR 05/05/16 A) ADDED SPACERS USER INSTRUCTIONS: 17 TO SHEET 11. 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. Revised By: Data: Revision: 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4-8. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11. VERIFY THE ANCHOR/SUBSTRATE 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. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J -CHANNEL, FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX). ,. _- O Description: 6 4 GENERAL NOTES & ELEVATION 1070 TECHNOLOGY DRIVE Title: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALL (941)-480-1600 . Series/Model: Scale: Sheet.- A: heet: A.`LY .E.96 705 P.E. CERT. OF AUTH. #29296 SH -5500 NTS 1 OF 13 P.E.# 58705 PRODUC T RF VISBU as c®mptying with the Ftznath`:i Buildiagcode ) �p Atwptence INo 14, F�Om tan Wit By Miy'ni X3ade Ptoduc§-Cou4(A , J ROSOWSKI TION - LM 105/15/15 Drawing No. Rev., MD-SH5500-01 I A Glass Type Description Listed from Exterior to Interior Design Pressure Table # Sheet# 5 7/8" Laminated I.G.: 1/8" A Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 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 Interlayer 4,6 6 7 7/8" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interlayer 4,6 6 8 7/8" Laminated I.G.: 3/16" 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 + 7/16" Air Space + 5/16" 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 + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Intedayer 7 7 11 7/8" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Intedayer 7 7 12 7/8" Laminated I.G.: 3/16" T Extedor Cap + 3/8" Air Space + 5/16" Laminated; (2) Liles of 1/8" H Glass with .090" SG Intedayer 7 7 13 7/8" Laminated I.G.: 1/8" A Extedor Cap + 5/16" Air Space + 7/16" 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 + 5/16" 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 Extedor Cap + 1/4" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Intedayer 7 7 16 7/8" 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 Concrete (min. 2.85 ksi) rADI = 0. Ai I nIAIARI F ANCI-NIRA TI -1W-11 1(`H THF FR AMP Grou Anchor Substrate Min. Edge Distance Min. Embedment* A #10 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 7/16" 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" 0.050" #12 SMS (steel, 18-8 S.S. or 410 S.S.) 3/16" steel Ultracon P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" Concrete (min. 2.85 ksi) 1" 1-3/8" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" B #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9/16" 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" C 1/4" steel Ultracon Concrete (min. 2.85 ksi) 1" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" 1-3/4" Square/Rett., 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1-3/4" Oriel/Proview 1/4" steel Ultracon P.T. Southern Pine (SG=0.55) 1" 1-3/8" RADIUS -TOP 1/4" steel Creteflex Concrete (min. 3.35 ksi) 2-1/2" 1-3/4" D 1!4" steel Creteflex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" P.T. Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Aggre-Gator Concrete (min. 3.275 ksi) 1-1/2" 1-3/8" 1/4" steel Aggre-Gator P.T. Southern Pine SG=0.55) 1" 1-3/8" Grouted CMU, (ASTM C-90) 2" 2" /li Inu TUC IAITCfd.AI CIN Group ............ .....---.-.._-_. Anchor Substrate Min. Edge Min. Distance Embedment' E 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=.55) 3/8" 2-7/16" Options 2-1/2" Ring -shank Roofing Nail P.T. Southern Pine (SG=.55) 3/8" 2-7/16" F #10 Trusshead SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 1/2" 1-3/8" Aluminum, 6063-T5* 3/8" 0.050" Steel Stud, Gr. 33* 3/8" 0.0451" (18 Ga.) Steel, A36* 3/8" 0.050" or�D� #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 9/16" 1-3/8" Aluminum, 6063-T5* 3/8" 0.063" Steel Stud, Gr. 33* 3/8" 0.050" Steel, A36* 3/8" 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. FOR STEEL STUDS, MIN. Fu=45 KSI & MIN. Fy=33 KSI. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Flrll IRF C- FRAMF SHAPFC Frame Glass Frame Frame BUCK WIDTH Types Options Configs. Shapes Installation Options that maybe used (see Fig B) (see Table 1) (see Fig A) (see Fig C) or�D� Q LEG /41 ....into 2X Wood Frame/Buckstrip -sheet 3, option 1 Flange Equal -Lite, Square/Rett., Through the frame ....into Concrete/CMU -sheet 3, option 2 (#2) 5 -16 Ori view & Cottage Arch -Top & Radius -Top of the window...... ....through 1X Buckstrip into Concrete/CMU -sheet 3, option 3 ....into Metal - sheet 3, option 4 x Lu�r x Uj se se ....into 2X Wood Frame/Buckstrip -sheet 3, option 1 Box / Equal -Lite, Square/Rett., Through the frame ....into Concrete/CMU - sheet 3, option 2 Equal -Leg 5-16 Oriel/Proview Arch -Top & of the window...... ....through 1X Buckstrip into Concrete/CMU - sheet 3, option 3 (#4) RADIUS -TOP & Cottage Radius -Top ....into Metal - sheet 3, option 4 Through the ....into 2X Wood Frame/Buckstdp -sheet 4, option 5 J -Channel Equal -Lite, Square/Rett., integral fin...... ,,,,into Metal - sheet 4, option 7 (#1) 5 - 8 Oriel/Prmiew & Cottage 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 Int rat Fin Equal -Lite, Square/Rett., integral fin...... ..,,into Metal - sheet 4, option 7 (#3) 5 - 8 Odel/Proview & Cottage 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...... F11"I IRF A- FRAMF Cr1NFiC IIRATIONS FI(' 1I R- FRAMF TYPES BUCK WIDTH BUCK WIDTH 2QO E/// /1 q fla E// FLANGE EQUAL -LITE ORIEL COTTAGE FI(' 1I R- FRAMF TYPES BUCK WIDTH BUCK WIDTH 2QO BUCK WIDTHW q fla FLANGE BOX OR EQUAL -L- or�D� Q LEG /41 D� D� a�n fl� J -CHANNEL I�Q x INTEGRAL FIN x Lu�r x Uj se se J12 M M W la1 RADIUS -TOP ARCH -TOP RECTANGULAR FI(' 1I R- FRAMF TYPES "A" = ANNEALED "H" =HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" BUTACITE® PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY PRODUCT REVISED BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING as complying with the p1whir, DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Buildin8 Carie THE TABLES ON SHEETS 8-10. Acrh penace Na 16-07/4.0-9 Cxp;irar&m D Revised By: Date: Revision: �„...„ ate -1 I3v Miami & 0& prMuAe ton o r'lI Revised By: Date: Revision: t 0 Description: - Drawn By: MIN• GF 3 GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADS BEYOND THE METAL 1070 TECHNOLOGY DRIVE Title: Date: SUBSTRATE. FOR _ N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 STEEL STUDS, (941)-480-1600 MIN. Fu=45 KSI & Senea/Model: Scale: Sheet: Drawing No. Rev: MIN. Fy=33 KSI. A. LYNN MILLER ISE. CERT. OF AUTH. #29296 SH -5500 NTS 2 OF 13 MD-SH5500-01 A P.E.# M8 05 D� ar_� 2QO q fla FLANGE BOX OR EQUAL -L- or�D� Q LEG Q D� D� a�n fl� J -CHANNEL I�Q INTEGRAL FIN "A" = ANNEALED "H" =HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" BUTACITE® PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY PRODUCT REVISED BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING as complying with the p1whir, DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Buildin8 Carie THE TABLES ON SHEETS 8-10. Acrh penace Na 16-07/4.0-9 Cxp;irar&m D Revised By: Date: Revision: �„...„ ate -1 I3v Miami & 0& prMuAe ton o r'lI Revised By: Date: Revision: t 0 Description: - Drawn By: MIN• GF 3 GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADS BEYOND THE METAL 1070 TECHNOLOGY DRIVE Title: Date: SUBSTRATE. FOR _ N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 STEEL STUDS, (941)-480-1600 MIN. Fu=45 KSI & Senea/Model: Scale: Sheet: Drawing No. Rev: MIN. Fy=33 KSI. A. LYNN MILLER ISE. CERT. OF AUTH. #29296 SH -5500 NTS 2 OF 13 MD-SH5500-01 A P.E.# M8 05 INSTALLATION DET INSTALLATION OPTION 1 ANCHOREDTHROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. FLANGE FRAME SHOWN FOR FLANGE & EQUAL-LEG/BOX FRAMES EDGE DISTANCE EMBEDMENT EXTERIOR a ° EMBEDMENT REQUIRED IN EDGE (2) 1" INTERIOR DISTANCE a WEEP NOTCHES AT 19 "I 0 , 1/4" MAX VISIBLE TYP. ANCHOR TYPE, @SASH: BUCK WIDTH - 6-1/2" SHIM EMBEDMENTAND. ° TYP. ANCHOR TYPE, EDGE ° EMBEDMENT AND EDGE HEIGHT(EQUAL-LITE) DISTANCE PER 4° DISTANCE PER SUBSTRATE, SUBSTRATE, SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. FOR ALL WINDOWS: EXTERIOR a 4 86 REQUIRED IN OPT. (2) 1" INTERIOR FIXED WEEP NOTCHES AT 19 "I 0 OPT. SASH TOP WIDTH VISIBLE FRAME SILLS @SASH: BUCK WIDTH - 6-1/2" LIFT RAIL LIGHT E HEIGHT(EQUAL-LITE) - HEIGHT BUCK HEIGHT/2 - 3-15/16" FOR ALL WINDOWS: ''A. LYNN MILLER„ P:E. P.E.#&M5' 1 ANCHOR @ 3.55" 48 49 FROM END AND AT 21 CENTER. O 22 FOR WINDOWS OVER 36" WIDE: 72 D ADD ADDITIONAL 45 46 47 SCREWS @16-3/8" 14 35 FROM END. FOR WINDOWS WITH BOTTOM LOCKS: BUCK 50 O 16 ADD ADDITIONAL HEIGHT SCREWS @ 8-3/8" 1 85 G1 �— FROM END. EXTERIOR a 86 REQUIRED IN OPT. (2) 1" INTERIOR 81 C WEEP NOTCHES AT gp EACH END. WIDTH 1 EQUAL-LEG/BOX FRAME SHOWN .27" X 1.25" WEEPHOLE W/COVER @ 38 2.87" FROM EACH END. SASH LIGHT VERTICAL SECTION B -B USE EITHER LATCH OR BOTTOM LOCK. TESTED UNIT LOCATION: 6-5/8" FROM SASH END. 1/4" MAX SHIM INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 1/4" MAX SHIM FLANGE FRAME NOTES: SHOWN r 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 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" 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. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. BALANCE 'YPE VARIES WITH SASH WEIGHT INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 16 1/4"MAXSHIM �-- SASH VISIBLE LIGHT WIDTH 17� ° a EXTERIOR FIXED VISIBLE LIGHT WIDTH EQUAL BUCK WIDTH _ LEG/BOX FRAME HORIZONTAL SECTION A -A SHOWN DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY RF VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES. TABLE 2. SHEET 2. 1/4" MAX. SHIM FLANGE FRAME SHOWN INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL NO ANCHORS REQUIRED IN VISIBLE LIGHT FORMULAS FLANGE OR EQUAL -LEG WIDTH FRAME SILLS @SASH: BUCK WIDTH - 6-1/2" @ FIXED LITE: BUCK WIDTH - 4-3/8" E HEIGHT(EQUAL-LITE) - BUCK HEIGHT/2 - 3-15/16" ''A. LYNN MILLER„ P:E. P.E.#&M5' #10 OR #12 STEEL - SELF -DRILLING - SMS (G5), SEE TABLE 2, SHEET 2. EXTERIOR a "10 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 1/4" MAX. SHIM EQUAL LEG/BOX FRAME SHOWN INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL By: I Date: I Revision: Revised By: Revision: EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER EDGE SUBSTRATE, ° DISTANCE SEE TABLE 2, SHEET 2. RAVISSO os cemptying with tfta m4enitlt, Building eode Acooptnnec Na) m Lxpiratkn Date - ! By`4 Miami ode Pr0dmf Ccirit Description: urawn by FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI Title:Date: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Series/Model: Scale: I Sheet: Drawing No. Rev: SH -5500 NTS 3 OF 13 MD-SH5500-01 A INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN EMBEDMENT WOOD FRAME OR BUCKSTRIP. SEE INTO 2X WOOD FRAME OR EDGE DISTANCE INSTALLATION OPTION 5 NOTE 2, THIS SHEET. BUCKSTRIP. SEE NOTE 2, THIS SHEET. ANCHORED THROUGH INTEGRAL I-t EMBEDMENT FIN INTO 2X WOOD FRAME ORO - 1/4" MAX SHIM 1/4" MAX SHIM BUCK- STRIP. SEE NOTE 2, THIS EDGE DISTANCE 16 SHEET. TYP. ANCHOR TYPE, SASH VISIBLE 17 J-CHANNEL FRAME EMBEDMENT AND EDGE 1 DISTANCE PER SUBSTRATE, 18 LIGHT WIDTH a SHOWN 1 SEE TABLE 2, SHEET 2. _ o (SCREW SHOWN) 44 BALANCE' TYPE VARIES EMBEDMENT 1 O�aEDGE 1/4' MAX SHIM TYP. ANCHOR TYPE, DISTANCE Q 42 WITH SASH— WEIGHT 54 30 EDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. I O 18 (NAIL SHOWN) EXTERIOR 87 INTEGRAL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE 19 lu 3 FIN FIXED VISIBLE r DISTANCE PER SUBSTRATE, SEE TABLE SHEET 2. FIXED 20 OPT. SASH TOP J-CHANNEL LIGHT WIDTH FRAME SHOWN N (NAIL SHOWN) VISIBLE LIFT RAIL 1 FRAME LIGHT HEIGHT FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55" BUCK WIDTH 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C 21 CENTER. SUBSTRATE-APPROPRIATE j O 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2 & 3 y OVER 36" WIDE: OF SHEET 2. FOLLOW EMBEDMENT 1/4" MAX DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 72 0 ADD ADDITIONAL SCREWS @16-3/8" AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY SHIM MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET 2. 14 45 46 47 O 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK HEIGHT 50 D BOTTOM LOCKS: 16 ADD ADDITIONAL 2) MASONRY ANCHORS MAY BE #10 OR #12 STEEL 1/4" MAX. SELF-DRILLING SHIM SCREWS @ 8-3/8" USED INTO WOOD AS PER TABLE 2, SMS (G5), SEE 85 -� FROM END. SHEET 2. ALL WOOD BUCKS LESS & 3, Q� EjI// 30 THAN 1-112" THICK ARE TO BE 2. SASH CONSIDERED 1X INSTALLATIONS. D EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT HEIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO WOOD BUCKS 86 OPT. LATCH (SHOWN) 16 OR BOTTOM LOCK (SHEET 3). SUBSTRATE. DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS C (WHEN USED) SHALL BE DESIGNED 65 TESTED UNIT FIN AND/OR 81 31 30 63 LOCATION: 6-5/8" TO PROPERLY TRANSFER LOADS FLANGE REMOVED a INTERIOR WEEP FROM SASH END. TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE IN-FIELD INTEGRAL FIN NOTCHES AT 80 RESPONSIBILITY OF THE ENGINEER o EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN f� REQUIRED IN FRAME SILLS IF ANCHORING 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION 7 THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 PROIJIJC'C REVISSO 1 /4" MAX OPENING) IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL as emptying With dw p' 1 ft INTEGRAL FIN E r SHIM BEADING TO BEADING. INTEGRAL FIN INTO METAL (INTEGRAL FIN/FLANGE REMOVED) t3mld+rib Caine Acte tnuca hkr �+� P (y FRAME SHOWN ot � Revised By: Date: Revision: 4x—�ri}satu a f3aie 27" X 1.25" WEEPHOLE 38 W/COVER @ 2.87" hdiami Jade Product Con arj,—y FROM EACH END. VISIBLE LIGHT FORMULAS Revised By: Date: Revision:. 16T TYP. ANCHOR TYPE, EDGE DISTANCE WIDTH EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, @SASH: BUCK WIDTH - 6-1/2" Description: Drawn By: SEE TABLE 3, SHEET 2. @ FIXED LITE: BUCK WIDTH-4-3/8"'. I)cfi J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) B , HEIGHT (EQUAL-LITE) 1070 TECHNOLOGY DRIVE 77tie: Date: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT/2-3-15/16" N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN (941)-480-1600 Series/Model: Scale: Sheet: Drawing No. Rev: INTO 2X WOOD FRAME OR BUCK- A.'LY.E#NN P.E. SH-5500 NTS 4O 13 MD-SH5500-01 A STRIP. SEE NOTE 2, THIS SHEET. 58705; P.E.# 58705 CERT. OF AUTH.#29296 -►{ 7/8" NOM. 7/8" NOM. 7/8" NOM. 7/8" NOM. 7/8" NOM. 5/16" A/A PVB — 5/16" A/A PVB 5/16" A/A PVB 5/16" A/A PVB 5/16" H/H SG 7/16" AIR SPACE 7/16" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE 7/16" AIR SPACE 1/8" A_ GLASS 1/8" T GLASS 3/16" A_ GLASS 3/16" T_ GLASS 1/8" A_ GLASS < `D EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 76-79 76-79 76-79 76-79 7s-79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 �{ 7/8" NO 7/8" NOM. I 7/8" NOM. Imo- 7/8" NOM. _- 7/8" NO I®- 5/16" H/H SG 5/16" H/H SG 5/16" H/H SG 7/16" A/A SG 7/16" A/A SG 7/16" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE 5/16" AIR SPACE 5/16" AIR SPACE 1/8" T GLASS 3/16" A GLASS 3/16" T_ GLASS 1/8" A GLASS 1/8" T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 76-79 7s-79 7s-79 76-79 76-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 �{ 7/8" NOM. -►{ 7/8" NOM. 7/16" A/A SG 7/16" A/A SG 1/2" NOM.GLASS GLASS TYPES 9 THROUGH 1/4" AIR SPACE 1/4" AIR SPACE 76-79 BITE TYP. 16 MAY NOT BE USED 3/16" A GLASS 3/16" T GLASS 72 74 WITH J -CHANNEL OR ®INTEGRAL FIN FRAMES - a EXTERIOR a EXTERIOR GLASS TYPES 5, 7, 9, 11, 13 76-79 7s-79 31 & 15 MAY NOT BE USED IN EXTERIOR 75 THE HVHZ ABOVE 30'. PRODUCTREVISED with "�fRwI�` a GLASS TYPE 15 GLASS TYPE 16 ��w�,',ged;� Acceptaince TVo 1? .{) 38 30 Ex ssratscn D�J[o Revised By: Date: Revision: L Ma ifDrdc Pradua.'? Can I F-3 F Revised By: Date: Revision: < GLAZING NOTES: ° ° "N'= ANNEALED ® Description: Drawn By: TYP. GLAZING DETAIL "H = HEAT STRENGTHENED ':T" TEMPERED �J` GLAZING DETAILS J ROSOWSKI = "PVB' , &1tt�Ft I t _ .090" BUTACITE PVB BY KURARAY AMERICA, INC. t 1070 TECHNOLOGY DRIVE Title: Dote: "SG" =.090" SENTRYGLASPBY KURARAY AMERICA, INC. ,. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. (941)-480-1600 Series/Model: Scale: Sheet: Drawing No. Rev., "A.,LYNNMIA7P.E. 587605 CERT. OF AUTH. #29296 SH -5500 NTS 5 OF 13 MD-SH5500-01 A P`.E:YA 5 Teal c A - Glen Types Design Pressure, Ibsttt2 5,8,7&8 +/-50.0 Relnf.Level R2 For all window and sash sizes ReinL Level Equal -lite R7 For all window & sash sizes SEE I ABLL 9, SHtt I U 1 -UK ANCHOR GROUP AND QUANTITY. 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) TART F ri Glare Type 5 Bolcom Sash Description forgiven Range ®Window Height Shovm Sash Height Range (in) z Design Pressure, lbs/R Window Buck Width (n) up to 48 52.125 Relnf.Level R2 For all window and sash sizes 23.5 Equal -lite 11.394 +85.0 -70.0 +85.0 -70.0 YaRevised By. Standard Cottage 14,517-15.870 +850 -70.0 +65.0 -70.0 NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN.DESIGN 28 Equal -lite 11.583-14.516 +65.0 -70.0 +65.0 -70.0 Drawn By. J ROSOWSKI Standard PfWev 11.377-11.582 +650 -70.0 +65.0 -70.0 (941)-480-1600 Tallest 23,517-25.288 +65.0 -70.0 +65,0 -70.0 Rev: ON THE TABLE. Standard Cottage 20.958-23.518 +65.0 -70.0 +65.0 -70.0 CERT. OF AUTH. #29296 37.375 Equal -lite 17.517-20.957 +85.0 -70.0 +65.0 -70.0 Standard ProAe, 14.517-17.516 +65.0 -70.0 +65.0 -70.0 Shortest 11.377-14.518 +85.0 -70.0 +85.0 -70.0 27.583-31.911 +65.0 -70.0 +65.0 -70.0 ze 28.517-27.582 +85.0 -70.0 +85.0 -70.0 ttage 23.517-26.516 +65.0 -70.0 +BSA -70.0 44e KEqual-fite 20.517-23.516 +65.0 -70.0 +65.0 -70.0 odew 17.517-20.518 +85.0 40.0 +65.0 -70.0 ze 14.517-17.516 +65.0 -70.0 +65.0 -70.0 t 11.377-14.516 +65.0 -70.0 +85.0 -70.0 Tallest 31.583-35.911 +65.0 -70.0 +85.0 -70.0 Standard Cottage 26.517-31.582 +65.0 -70.0 +65.0 -70.0 EquaHite 20.517-26.516 +65.0 -70.0 +85.0 -70.0 48 Standard Prolew 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 Custom Size 12.517-14.516 +65.0 -70.0 +65.0 -70.0 _ Shortest 11.377-12.516 +65.0 -70.0 +85.0 -70.0 Tallest 33.208-37.536 +0&0 -70.0 +65.0 -70.0 tStandard Cottage 28.517-33.207 +65,0 -70.0 +65.0 -70.0 Equal -lite 23.517-26.516 +65,0 -70,0 +65.0 -70.0 As 49.625 Custom Size 20.517-23.516 +65.0 -70.0 +65.0 40.0 Standard ProAew 17.517-20.516 +65.0 -70.0 +65.0 -70.0 3 Custom Size 14.517 -17.516 +65.0 -70.0 +65.0 -70.0 Custom Size 12.517 - 14.516 +65.0 -70.0 +65.0 -70.0 Shortest 11,377-12.516 +65,0 -70.0 +65.0 -70.0 Tallest 36.517-41.844 +65.0 -70.0 +65.0 -70.0 Standard Cottage 31.517-36.516 +65.0 -70.0 +65.0 -70.0 Equal -lite 26,517-31.516 +65.0 -70.0 +65.0 -70.0 Standard ProWew 23,517-26.516 +65A -70.0 +65.0 -70.0 62 Custom Size 20,517-23.516 +65.0 -70.0 +65.0 -70.0 Custom Size 17.517-20.516 +85.0 -70.0 +65.0 -70.0 Custom Size 14,517-17.516 +85.0 -70.0 +85.0 88.1 Custom Size 13.017 -14.518 +65.0 -70.0 +65.0 87.3 Shortest 11.664 -13.018 +65.0 -70.0 +65.0 86.5 Tallest 39.517-41.644 +65.0 -70.0 +65.0 -70.0 Custom Size 38.517-39.516 +65.0 -70.0 +65.0 -70.0 Equal -lite 35.517-38.516 +65.0 -70.0 +65.0 -70.0 75 Custom Size 32,517-35.516 +65.0 -70.0 +65.0 -70.0 Standard Ficiew 29.517-32.516 +65.0 -70.0 +65.0 -70.0 Custom Size 26.517-29.516 +65.0 -70.0 +65.0 87.3 Shortest 25.516-26.516 +65.0 -70.0 +65.0 88.5 EquatHite 38.517-41.844 +OSA -70.0 +65.0 -70.0 84 Custom Size 35.517-38.516 +65.0 -70.0 +65.0 -6T3 Standard PraAew 33.810-35.518 +85.0 -70.0 +&5.0 88.5 91.78 Tallest 41.846 +85.0 -70.0 +65.0 -88.5 SEE TABLE 10, SHEET 9 FOR ANCHOR GROUP AND QUANTITY. " MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 TAR] F R Glen Types 6,7&8 Design Pressure, lbslfe +65.0/-70.0 Revised By: Relnf. Level R2 For all window and sash sizes SEE TABLE 10, SHEET 9 FOR ANCHOR GROUP AND QUANTITY. SECTION DETAIL FOR WINDOWS WITH H -IT LEVEL R2 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) PRODUCT REVISED as MnlPlying with rw Miltids Building Cade 9� Acaa)Itanec No ' V 14, GX Ily Im U 1' Revised By: Date: Revision: wu �oi4w YaRevised By. Date: Revision: NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN.DESIGN ® Description: PRESSURE TABLE Drawn By. J ROSOWSKI Title: HUNG WINDOW INSTALLATION - LM Date: 05/15/15 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275SINGLE 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN (941)-480-1600 Series/Model: Scale., Sheet: browing No. Rev: ON THE TABLE. Qi Lyf�lNty11LLIIZ,P.E. P.E.#58705 SH -5500 NTS 6 OF 13 MD-SH5500-01 A CERT. OF AUTH. #29296 Glass Type 9.12, 158 76 Relnf. Level 3 Bolton Sash Description forgiven Range @ Window Height Shorn Sash Height Range (in) up to 40 z Design Pressure, Ibslft Wind. Buck Width (in) 48 52.125 1 54 Design Pressure lbelR2 23.5 Equal -lite 11.394 +70.0 -110.0 +70.0 -110.0 +70.0 .110.0 +70.0 -110.0 18 24 32 36 40 48 52125 54 Standard Cottage 14.517-15.870 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 -110.0 28 Equal -lite 11.583 -14.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -710.0 -110.0 +70.0 Standard Preview 11.377 -11.592 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 14.517-15.870 +70.0 Tallest 23.517-25.286 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 -110.0 +70.0 Standard Cottage 20.958-23.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 410.0 -110.0 37.375 Equalaite 17.517-20.957 +70.0 -110.0 +70.0 -110.0 +709 -110.0 +70.0 -109.0 -110.0 +70.0 Standard Preview 14.517- 17.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 -110.0 +70.0 Shortest 11.377 -14.516 +70.0 -110.0 +70.0 -110.0 +70.0 -107.0 +70.0 -103.0 11.377-11.582 +70.0 Tallest 27.583-31.911 +70.0 -110.0 1 +70.0 59.0 +70.0 -93.0 +70.0 -90.0 -110.0 +70.0 Custom Size 26.517-27.582 +70,0 -110.0 +70.0 410.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Standard Collage 23.517-26.516 +70.0 -110.0 +70.0 -710.0 +700 -110.0 +70.0 410.0 +70.0 44 Equal -lite 20.517 - 23.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -11D.0 Standard Preview 17,517-20.516 +70.0 410.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Standard Cottage 20.958-23.516 Custom Size 14.517 -17.510 +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 +70.0 -110.0 +70.0 -110.0 +70.0 -107.0 +70.0 -103.0 +70.0 -110.0 Tallest 31.583-35.911 +70.0 -110.0 +70.0 59.0 +70.0 -93.0 +70.0 -90.0 +70.0 -11D.0 Standard Cottage 26.517-31.582 +70.0 -110.0 +70.0 -110.0 +70.0 410.0 +70.0 -110.0 +70.0 -11D.0 Equalaite 20.517-28.516 +70.0 -110.0 +70.0 410.0 1 +70.0 -110.0 +70.0 -110.0 Standard Prwlew 48 Standard Preview 17.517-20.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Custom Size 14.517 -17.516 +70.0 410.0 +70.0 -110.0 +70.0 -1109 +70.0 -110.0 +70.0 -110.0 Custom Size 12.517 -14.516 +70.0 -110.0 +70.0 -110.0 +70.0 -170.0 +70.0 -110.0 +70.0 -110.0 Shortest 11.377-12.510 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110,0 +70.0 -110.0 Tallest 33.208-37.538 +70,0 -110.0 +70.0 -99.0 +70.0 .93.0 +70.0 -90.0 Tallest 27.553-31.911 Standard Collage 26.517-33.207 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Equal -lite 23.517-26.510 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 m 80.0 Custom Size 20.517 - 23.518 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 49.825 Sfenderd preview 17.517-20.516 +70.0.410+0 +70.0 -110.0 +70.0 -710.0 +70.0 -110.0 +70.0 -110.0 Custom Size 14.517 -17.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Standard Cottage 23.517-26.516 Custom Size 12.517 -14.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Shortest 11.377 -12.518 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 Tallest 36.517-41.644 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 -110.0 +70.0 Standard Cottage 31.517-38.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -170.0 -110.0 +70.0 Equal -lite 26.517-31.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Standard Preview Standard Prwlew 23.517-28.518 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 -1109 62 Custom Size 20.517-23.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 -110.0 +70.0 Custom Size 17.517-20.516 +70.0 -110.0 +70.0 -110.0 +70.0 .110.0 +70.0 410.0 -110.0 +70.0 Custom Size 14.577-17.516 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 +70.0 -110.0 -110.0 +70.0 Custom Size 13.017-14.518 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Shortest Shortest 11.884 -13.016 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 -110.0 +70.0 Tallest 39,517-41.644 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 -107.0 +70.0 Custom Size 38.517 - 39.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 -110.0 +70.0 Equal -lite 35.517-38.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 -110.0 75 Custom Size 32.517 - 35.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Standard Cottage Standard Protlew 29.517-32.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 -110.0 +70.0 Custom Size 26.517-29.516 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 -110.0 +70.0 Shortest 25.518-26.516 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 +70.0 -110.0 -110.0 +70.0 Equal -lite 38.517-41.644 +70.0 -110.0 +70.0 -710.0 +70.0 -110.0 +70.0 -110.0 -110.0 84 Custom Size 35.517-38.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 48 Standard Preview Stendem Preview 33.818-35.518 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 -110.0 91.78 Tallest -41.644 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 SEE TABLE 11, SHEET 1U FOR ANCHUR (3RUUP ANU DUAN I I I Y. " MIN. SASH HEIGHT = WINDOW BUCK HEIGHT- 50.136 NOTES: 1) USE THESE TABLES FOR WINDOWS INSTALLED THROUGH THE FRAME. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. SEE TABLE 11, SHEET 10 FOR ANCHOR GROUP AND QUANTITY. " MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. JAMB SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES 9-16 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO FLANGE & BOX/EQUAL-LEG FRAME TYPES ONLY, ALL CONFIGURATIONS APPLICABLE.) GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL • FIN FRAMES Revised By.- Date: Revision: jUT Revised By: Date: Revision: ® Description: DESIGN PRESSURE TABLE 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 HEADER MEETING RAIL EXTERIOR'I I'II SASE{ �'HI-� fel HEIGHT SILL PRODUCT REVISED as complying with def Florida Ruilding Code AcceptsTice �} EGairaf if ate Mimmi, Inde ProductCalfral- AI041:10ITMOIN Title: Date: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Series/Model: Scale: Sheet: Drawing No. Rev: SH -5500 I NTS 1 7 OF 13 1 MD-SH5500-01 I A Bottom Sash Description for given Range Q Window Height Shown Sash Height Range(in) Design Pressure lbelR2 Window BuckWldh(in) 18 24 32 36 40 48 52125 54 F Equal -lite 11.394 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Standard Cottage 14.517-15.870 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Equal -lite 11.583-14.516 +70.0 -1100 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 standard Preview 11.377-11.582 +70.0 -110.0 +70.0 -110.0 70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -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 -770.0 +70.0 -110.0 +70.0 -11D.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 +70.0 -110.0 +70.0 -11D.0 +70.0 -110.0 +70.0 -110.0 37.375 Equal-11ls 17.517-20.957 +70.0 -110.0 +70.0 -11D.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -11D.0 +70.0 -110.0 +70.0 -109.0 Standard Prwlew 14.517-17.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Shortest 11.377-14.516 +70.0 -110.13 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -107.0 +70.0 -103.0 Tallest 27.553-31.911 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 59.0 +70.0 53.0 +70.0 80.0 Custom Size 26.517-27.582 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Standard Cottage 23.517-26.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -11D.0 +70.0 -110.0 +70.0 -110.0 44 Equal-Ilte 20.517-23.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +71).0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Standard Preview 17.517-20.516 +70.0 -110.0 +70.0 -1109 +70.0 -1109 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Custom Size 14.517-17.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Shortest 11.377-14.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -107.0 +70.0 -103.0 Tallest 31.583-35.911 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 59.0 +70.0 83.0 +70.0 80.0 Standard Cottage 26.517-31.582 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Equal -lite 20.517-26.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 48 Standard Preview 17.517-20.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.13 -110.0 +70.0 -110.0 +70.0 -110.0 Custom Size 14.517-17.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 4to.D +70.13 -110.D +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Custom Size 12.517-14.516 +70.0 -11D.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 _ Shortest 11.377-12.516 +70.0 -11D.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -11011 +MD -110.0 +70.0 -110.0 +70.0 -110.0 Tallest 33.208-37.536 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.1) 89.0 +70.0 83.0 +70.0 80.0 i Standard Cottage 26.517-33.207 +70.0 -11D.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.D +70.13 -110.0 +70.0 -110.0 +70.0 -110.0 Equal -lite 23.517-26.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -1113.0 +70.0 -110.0 +70.0 -110.0 m Custom Size 20.517-23.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.D -110.0 +70.0 -110.0 +70.0 -110.0 49.625 standard Preview 17.517-20.516 +70.0 -110.0 +70.0 -112.2 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Custom Size 14.517-17.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -11D.0 +70.0 -110.0 +70.0 -110.0 Custom Size 12.517-14.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -11D.0 +70.0 -110.0 +70.0 -110.0 Shortest 11.377-12.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -11D.0 +70.0 -110.0 +70.0 -110.0 Tallest 36.517-41.644 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -105.7 Standard Cottage 31.517-36.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +700 -108.5 +7D.0 AD3.0 Equal -lite 26.517-31.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 4109 70.0 -110.0 +70.0 -107.9 +70.0 -002.4 Standard Preview 23.517-26.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -105.2 62 Custom Size 20.517-23.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -107.0 Custom Size 17.517-20.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -109.6 Custom Size 14.517-17.516 +70.0 -110.D +70.0 -110.0 +709 -110.0 +70.0 -106.0 +70.0 ADM +70.0 -100.5 +70.0 -100.5 +70.0 -100.5 Custom Size 13.017-14.516 +70.0 -110.0 +70.0 -110.0 +70.0 -106.2 +70.0 -100.7 +70.0 87.1 +70.0 84.4 +70.0 -94.4 +70.0 84.4 Shortest 11.864-13.016 +70.0 -110.0 +70.0 -110.0 +70.0 -102.6 +70.0 87.0 +70.0 83.3 +70.0 80.1 +70.0 -90.0 +70.0 80.0 Tallest 39.517-41.644 +70.0 -110.0 +70.0 -110.0 +70.0 410.0 70.0 410.0 +70.0 -110.0 +70.0 -110.0 +70.0 -101.5 +70.0 86.0 Custom Size 38.517-39.516 +70.0 -110.0 +70.0 -110.0 +70.0 410.0 70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 AD1.7 +70.0 86.3 Equal -lite 35.517-31.516 70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 70.0 -110.0 +70.0 -110.0 +70.D -100.4 +70.0 85.0 75 Custom Size 32.517-35.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -10D.7 +70.0 85.2 Standard Prwlew 29.517-32.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -109.8 +70.0 -101.6 +70.0 86.1 Custom Size 26.517-29.516 +70.0 -110.0 +70.0 -110.0 +70.0 -107.9 70.0 -102.4 +70.0 98.9 +7D.0 86.4 +70.11 86.4 70.0 86.4 - Shortest 25.516-26.516 70.0 -110.0 +70.0 -110.0 +70.0 -104.6 70.0 89.1 +70.0 95.4 +70.13 82.4 +70.0 82.4 70.0 82.4 Equal -lite 38.517-41.644 70.0 -110.0 +70.0 -110.0 70.0 410.0 70.0 -110.0 +70.0 -110.0 +70.0 -109.8 +70.0 86.7 70.0 81.1 84 Custom Size 35.517-38.518 +70.0 -110.0 +70.0 A%0 +70.0 -107.9 +70.0 -102.4 +70.0 88.9 +70.0 96.4 +70.0 86.4 +70.0 81.6 Stands Pro4ew 33.818-35.516 +70.0 -110.D +70.13 -110.0 +70.0 -102.6 +70.0 87.0 +70.0 83.3 +70.0 80.1 +70.0 80.0 +70.0 80.0 91.78 Tallest - -41.644 70.0 -110.1) +MD -110.0 +70.0 -102.8 +70.0 87.0 70.0 83.3 70.0 90.1 +70.0 80.0 70.0 80.0 SEE TABLE 11, SHEET 10 FOR ANCHOR GROUP AND QUANTITY. " MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. JAMB SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES 9-16 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO FLANGE & BOX/EQUAL-LEG FRAME TYPES ONLY, ALL CONFIGURATIONS APPLICABLE.) GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL • FIN FRAMES Revised By.- Date: Revision: jUT Revised By: Date: Revision: ® Description: DESIGN PRESSURE TABLE 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 HEADER MEETING RAIL EXTERIOR'I I'II SASE{ �'HI-� fel HEIGHT SILL PRODUCT REVISED as complying with def Florida Ruilding Code AcceptsTice �} EGairaf if ate Mimmi, Inde ProductCalfral- AI041:10ITMOIN Title: Date: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Series/Model: Scale: Sheet: Drawing No. Rev: SH -5500 I NTS 1 7 OF 13 1 MD-SH5500-01 I A FOR ANCHOR GROUP D. TABLE 10. SHEET 9 MAY BE USED. SEE TABLE 4, SHEET 6 FOR DESIGN PRESSURES WHIN USING I HIS I ABLE. ** MIN. SASH HEIGHT= WINDOW BUCK HEIGHT -50.136 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. By.,I Date: I Revision: Revised By: Date: Revision: ® Description: ANCHOR QUANTITY TABLE 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 Max. Anchor O.C. Spacing for Anchor Group E nc Ahor Group F "Integral -Fin" Installagon Anchor GragA Grow Anchor CraupB GrGrou"Through-Frame"Installation --------Anchor CroupC ------- AnchorQuantities Required for 76" lhltle 24' 111tle 3T tvltle 36" 40" Witle 48" Wloe 52-118" Wine[Ila Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb amb Jamb Jamb Jamb Jamb Jamb Jamb mb Jamb GlassTypes Sa8an8ash tt a: su c a ` X a: a W a to tt W s, a X as x a: rc s W `� tt o W¢ 'F "c is a a a ¢ a v¢ m v M o_ t a o= `z a: le W tt 9 a W 5 W x ay M¢ a W`as Desuiµlon /a ®sn SazhHeipM '° '£ Lc `2 as i a g M E 2 I Ma M ¢ I g i c 2 3 M I g M5,6788 ReintLevel Range@W raw Range (in) a x ag $ a3 R1 Height Shown R m R m q m ¢ mm4 m K m m ¢ m ¢ m 6 m K m 4 m 4 m 4 m ¢ m ¢ m 4 ba ¢ m Q m q235 EquaMe 11.394 t 2 1 1 2 1 1 2 2 1 2 t17 2t 2Stantlad Cottage 14.517-15870 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 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 12 2 28 Epn�Re 11.583-14.516 t 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 t 2 1 1 2 2 1 2 2 t 2 2 1 2 2 1 2 2 Standard Pnview 71.377-11.582 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 t 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 t 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Standard Cottage 20.958-23516 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 7 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 37.375 EquaNae 17.577-28.957 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 StwdalProrlew 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 t 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 11.377-14.516 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 Tallest 27.583-31.911 t 3 1 1 3 I 1 3 2 7 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 puWm Size 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 I 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 Cott age 23517-26.516 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 44 Equal -lie 28.517-23.516 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 StanftdProlew 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 t 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Tallest 31.583 -?5.911 1 3 t 1 3 1 t 3 2 1 3 2 1 3 2 t 3 2 1 3 2 t 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 Slandaro Cottage 28.517-31.582 2 3 1 2 3 t 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 Equalle 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 t 2 3 t 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 48 Stantlao Prwlew 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 t 3 2 t 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 7 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Customsize 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 t 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 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 7 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Shodesl 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 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 75 Tallest 33208-37.536 1 3 t 1 3 1 t 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 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 Standard Collage 26.517-33.207 2 3 1 2 3 t 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 5 Equal -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 m Cusiom Size 20.517-23.516 3 2 1 3 2 t 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 49.625 Slandard Probew 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 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 12.517-14.516 3 2 t 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 Shodesl 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 2 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 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 t 2 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 Standard Colage 31.517-38.518 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 EWaF1Ae 28.577-31.516 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 Standard Pro.4ew 23.517-26.516 3 3 1 3 3 t 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 t 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 62 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 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom8ke 17.517-20516 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 t 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 14.517-17.518 4 2 1 4 2 t 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 13.017-14.576 4 2 7 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 7 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 Shodesi 17.864-11018 4 2 7 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 1 4 2 7 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 t 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 t 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 3 4 t 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 Custom Size 38517-39.516 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 4 7 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 EwaFue 35.517-38.516 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 4 2 3 3 t 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 75 Custom Slze 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 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Standard Proiew 29.517-32516 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 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 custom Size 26.517-23.516 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 4 3 t 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 Shorest 25.516-26.516 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 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 EquaH4e 38.517-41.644 3 4 1 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 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 84 CustomSize 35.517-3&516 4 3 1 4 3 14 3 2 4 3 2 4 3 2 4 3 2 4 43 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 k4l 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 Standard Prodew 33.818-35516 4 3 1 4 3 t 4 3 2 4 3 2 4 3 2 4 3 2 4 33 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 24 3 4 3 1 4 3 2 4 3 2 4 91.78 Tallest -41.644 4 4 t 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 2 4 4 2 4 4 4 4 1 4 4 2 4 4 2 4 4 1 2 1 4 1 4 1 2 1 4 1 4 1 2 SEE TABLE 4, SHEET 6 FOR DESIGN PRESSURES WHIN USING I HIS I ABLE. ** MIN. SASH HEIGHT= WINDOW BUCK HEIGHT -50.136 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. By.,I Date: I Revision: Revised By: Date: Revision: ® Description: ANCHOR QUANTITY TABLE 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 Max. Anchor O.C. Spacing for Anchor Group E nc Ahor Group F "Integral -Fin" Installagon PRODUCT REVISED os cuniplying with the Florida Building Cade pp ,,,,pp pp�� ACce,piance No/4-0 °d^o O-yS�y Expiration Date P4�4M N arae Ptaxrxt (`o111y.. ILI J ROSOWSKI Title; Uate: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Series/Model: Scale: I Sheet: Drawing No. Rev.- SH-5500 ev:SH-5500 I NTS 8 OF 13 1 MD-SH5500-01 I A [rDLr i-. _---_-- _--_ Andra Group S _ --_--------_ AmWrGmupC _ Anchor Group D _-- Anchor Oaarnitles Required for 19 -Wade 24"Wide 32 Wide 36- Wide 40"Wide 48'Wide I 52-11C)Wide 18"Wide 24'Wide 32Wide 36 -Wide 4a Wide 48"Wide 52 -VW Wide 18'Wido 24"WIM 32'Wide 36 -Wide d Wide 49"Alde 52 -7R -Wide "Through-France"Installation Jamb Jamb Darn§ Jamb Jamb JanU Jamb Jamb Jamb Jamb Jamb Jamb Jaeb Jamb JarM Jamb Jarnb Jarnb m¢ b Jarrb m m JamO ac m Jamb m m a; m¢ a m m ffi m m is m m b; m m m m tt m m t m iu m m ffi� o: rc k tt rc t s rc e o= ¢ re rc b o: rc b o= rc is ?u GlassT ➢P as 788 Sottom gash Oestri tion for gY2nSash HelgFAm m d a E 2 `z 2 s S $ 2 g $ 2 P og g E o�° z s o g E g 2 r= Es EE aRelnLLevel S g E E RageQWlhtbv Rm�9e 6n) ii ar o & x xo 'a 3 22 a x a i a x i < _& m < < _Is m x o < < < '¢ < m R2 Height Shown m < ce < m < m m 3 m < m m < m a' m m m m m m m m 235 EQ4aFfte 11.394 1 2 1 1 2 t 1 2 2 1 2 2 1 2 2 1 2 2 7 2 2 1 2 1 1 2 1 t 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 t 1 2 7 7 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Standard Collage 14.517-15.870 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 t 1 2 1 1 2 2 7 2 2 1 2 2 1 2 2 t 2 2 28 FwaFge 11.593-14.576 1 2 1 1 2 t 7 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 t 2 2 1 2 2 1 2 2 Standard PrWW 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 Tallest 23517-25.286 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 t 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 Staneard Cottage 20.9°58-23.516 1 2 1 1 2 t t 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 t 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 2 1 1 2 t 1 2 2 1 2 2 t 2 2 1 2 2 1 2 2 37.375 Eg4aFile 17.517-20.957 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 Stm(lxd PrWm 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 11.377-14.516 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 Tallest 27.583-31.911 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 t 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 t 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 Custom SiZe 21517-27.592 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 t 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 Slar�tlartl Collage 23.517-26.516 2 3 t 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 44 E ia4@te x.517-23.516 2 2 1 2 2 7 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 3 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 StmdwdProAe, 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 Cullom Size 14.577-17.516 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 11.377-14.518 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 t 3 2 1 3 2 1 3 2 1 3 2 1 3 2 Standard Cottage 26517-31.582 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 Ecpal-he 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 2 2 3 2 2 3 2 2 3 2 48 StandardNoAev 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 t 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 Custan 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 CiWom9lza 12517-14.516 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 Shortest 11.377-12.516 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 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Tallest 33208-37.536 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 t 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 26517-33.207 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 Equable 23517-26.516 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 7 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 m Cullom 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 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 49.625 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 Standard ProAew 17.517-20.516 Qaldrn Size 14517-17.516 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 12517-14.516 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 Shortest 11.377-12.516 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 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Tallest 36.577-41.644 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 Collage 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 EWa4ite 26.517-31.516 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 Slantlartl PrMsw 23577-24.518 3 3 t 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 t 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 3 3 t 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 62 Cnsiom Size 20.517 -23.516 3 2 7 3 2 7 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 Slze 17.517-20.518 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 7 3 2 7 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 7 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Slze 14577-17.516 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 t 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 Qrstmn 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 7 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 7 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 Shortest 71.883-13.016 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 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 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 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 EWaHIe 35.577-38.578 3 3 1 3 3 1 3 3 2 3 3 1 2 3 3 2 3 3 2 3 3 2 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 4 2 3 4 3 3 3 7 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 75 Custom Slze 32517-35.516 3 3 1 3 3 1 3 3 2 3 3 1 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 1 3 1 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 ProAesl x.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 t 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Custom Size 26.517-29.516 4 3 7 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 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 d 3 2 4 3 2 4 3 3 4 3 t 4 3 7 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 Equal -lite 38517-41.644 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 3 3 d 7 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 84 edam Size 35.517-38.516 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 4 2 4 4 3 4 3 t 4 3 7 6 3 2 4 3 2 4 3 2 4 3 2 4 3 2 Standard PIN. 33.818-35.516 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 4 3 4 3 7 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 91.78 1 Tallest -41.644 4 4 1 4 4 7 4 4 2 1 4 4 2 4 4 2 4 4 2 4 4 2 4 4 t 4 4 I 4 4 2 4 4 2 4 4 2 4 d 2 4 4 3 4 4 1 4 4 1 4 4 2 4 4 2 4 4 2 4 4 2 4 4 2 SEE TABLES 5 & 6, SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE. '" MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 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, Revised By: Date: Revision: Revised By: Date: Revision: ® Description: ANCHOR QUANTITY TABLE Anchor Max. Anchor O.C. Spacing for Group "Integral -FIN" Installation 4' PRODUCT REV 1SED as c©mplyinS with t1w Florida Building Co de �, Acr:eptance No T Y 1� it insist Bate ` mitard )ode Pf"umt C+attf( ' V J ROSOWSKI 1070 TECHNOLOGY DRIVE Title:Date: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 (941)-480-1600 Series/Model: Scale: I Sheet: I Drawing No. Rev.- CERT. ev:CERT. OF AUTH. #29296 SH -5500 I NTS 9 OF 13 MD-SH5500-01 I A V L Anchor Group 8 Anchor Group C Anchor Group D Anchor Quantities Required for 24• Wide I32° Wide 36" Wide 40' Wide 48' Wide 52-715' Wide 54' Wde 2d• Wide 32' Witla 36' Witle 40' Wide 48' Witle 52-i/8' Witle 54' Wde 24• Witle 32° Wide 36' Wide 40' Wde 45' Wide 52-115' Wide 54" Wide "Through -Flame" Installation Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb o: o Jamb a o 9 Jamb p¢ d rd o: rc¢ n ro rc `u rc tt a o: 0 9 p x v o: rc 9 of o v rc W a rc Or b W rc o ¢¢ h o o: 9 rc f o: p f a th a o o f ro E m 9 m f p GN.Typee BIXlan Sesh F$ ffi £ g >8 F >3 E$ 8 E 8 E sI E f$ >3 9-18 Oescdpilon br9ism Sesh Height $ m u t S i b $ 8 i b b4 i S s S g m b z m S 9 s 9 3 s S i S v S & i a b y s Reint. Level Range qp Window Range (in) S r b i S y= S S a m ¢ m m ¢ m '¢ m m ¢ m ¢ �¢ m ¢ m ¢ '¢ m $ m m m R3 Height Shown m a m m s ed m ¢ m m 23.5 Equal-Iile 11.394 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 7 1 2 2 7 2 2 7 2 2 1 2 2 1 2 2 1 2 2 Standard Cosege 14.517-15.870 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 1 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 -file 11.583-14.516 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 Steward Pm4ew 11.371-11.582 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 23.517-25.286 1 2 1 1 2 2 1 3 2 1 3 2 1 3 2 1 4 2 1 4 2 1 2 1 1 3 2 1 3 2 1 3 2 1 4 2 1 4 2 1 4 2 1 2 1 1 2 2 1 2 2 1 2 2 1 3 2 1 3 2 1 3 2 Standard Cutup 20.958-23.516 1 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 2 1 2 2 1 2 2 1 3 2 1 3 2 1 3 2 37.375 Equal4ile 17.517-20.957 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 2 1 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 Sland,d Pm. 14.517-17.516 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 2 2 1 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ShoM1esi 11.3Tz-14.516 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 3 2 3 2 2 3 2 2 1 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 1 4 2 1 4 2 1 4 2 1 4 2 1 4 2 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 (Duston Size 26.517-27.582 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 3 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 2 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 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 3 1 2 3 2 2 3 2 2 3 2 2 4 2 2 4 3 2 4 3 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 44 EquaNlte 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 3 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 Standard Pr m 17.517-20.516 2 2 1 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 2 2 1 2 2 2 2 2 2 2 3 2 2 3 3 3 3 3 3 3 3 2 2 t 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 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 3 3 2 t 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 Shorest 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 3 3 2 / 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Tallest 31.533-35.911 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 7 4 2 1 9 2 1 5 2 7 5 2 1 5 2 1 3 1 1 3 2 7 3 2 1 3 2 1 3 2 1 3 2 1 3 2 Standard Corsage 26.517-31.582 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 4 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{Ile 20.617-28.578 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 Standard PmJew 1].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 aslom Size 14.517-1].616 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 11.37]-12.616 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 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 _ Tallest 33.208-37.536 1 3 1 1 3 2 1 4 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 7 3 2 1 3 2 1 4 2 1 4 2 IS Standard Cottage 26.517-33.207 2 3 1 2 3 2 2 3 2 2 4 2 2 4 2 2 4 3 2 5 3 2 3 1 2 3 2 2 4 2 2 4 2 2 5 3 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 Equal4le 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 7 2 3 2 2 3 2 2 3 2 2 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 m Custom Size 20.517-23.516 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 3 3 3 3 2 7 3 2 2 3 3 2 3 3 2 3 3 3 3 4 3 3 4 3 3 2 1 3 2 2 3 2 2 3 2 2 3 3 2 3 3 2 3 3 3 49.625 3 2 3 3 3 3 3 3 3 3 9 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 Standard PicAm 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 Cestan 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 4 3 4 4 3 9 3 2 7 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Gaston Size 72.517-14.516 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 4 3 2 t 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 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 4 3 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 6 3 2 4 1 2 4 2 2 4 2 2 5 2 2 6 3 3 6 3 2 6 3 2 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 Sisndod Cottage 31.517-38.518 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 5 3 3 5 3 3 3 1 3 4 2 3 4 2 3 4 2 3 5 3 3 5 3 3 5 3 3 3 1 3 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 4 2 Equal411e 26.517-31.516 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 4 3 3 t 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 3 3 3 Standard Pra4ew 23.617-28.516 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 4 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 3 3 3 62 Cestan 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 2 1 3 2 2 3 3 2 4 3 3 4 3 3 4 4 4 4 4 4 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 3 3 3 Guetom Sue 17.517-20.516 3 2 1 3 2 2 3 2 2 3 2 2 4 3 3 4 3 3 4 3 4 3 2 1 3 2 2 4 2 2 4 3 3 4 3 3 6 3 4 5 3 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 3 3 3 3 3 Custom Size 14.517-17.516 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 4 3 3 4 2 1 4 2 2 4 2 2 4 2 2 4 3 3 5 3 4 5 3 4 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 Custan 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 3 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 4 2 2 4 2 2 4 2 3 4 2 3 6 2 4 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 Tallest 39.51]-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 Cestan 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 5 3 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 Equal{Ile 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 5 3 4 5 3 4 5 3 4 5 3 3 3 1 3 3 2 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 75 Cestan Size 32.517-35.516 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 PWW 29.617-32.516 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 4 5 3 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 Caston 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 5 4 4 4 3 1 4 3 2 4 3 2 43 2 4 3 2 4 3 3 4 3 3 Shoneat 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 5 4 4 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 3 Equalf, 38.577-41.644 3 4 1 3 4 2 3 4 2 4 4 2 4 5 3 4 5 3 4 5 3 3 4 1 3 4 2 4 4 2 4 5 3 4 6 3 J64 4 4 5 3 3 4 1 3 4 2 3 4 2 3 4 2 3 4 3 3 4 3 3 4 3 84 Cestan 5@e 35.51]-38.516 4 3 1 4 3 2 4 3 2 4 4 2 4 4 3 4 5 3 4 4 3 4 3 1 4 4 2 4 4 2 4 4 2 4 5 3 5 4 5 4 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 4 3 4 4 3 Standard Provew 33.818-35.516 4 3 1 4 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 2 4 4 3 4 5 6 4 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 91.]8 Taliesl -41.644 4 4 1 4 4 2 4 4 2 4 4 2 4 4 3 4 5 3 4 5 3 4 4 1 4 4 24 4 2 4 4 2 4 5 3 4 5 5 4 4 4 1 4 4 2 4 4 2 4 4 2 4 4 2 4 4 2 4 4 3 SEE TABLES 7 & 8, SHEET 7 FOR DESIGN PRh65URt5 WHIN U51N13 I till I AbLt. ** MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 NOTES: 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. " (D keNT.-115 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 Revised By: Revision: Revision: GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J -CHANNEL OR INTEGRAL ® FIN FRAMES PRODUCT REVISEV, IS Complying evith fl3uilding cotta .A1'coptarace No)& -Dolt . g xpir5i ,x3 _. By G'a „ Miau1' EElde Pr4tt'xi , C*rtt n4 t,e f f Description: urown W. ANCHOR QUANTITY TABLE J ROSOWSKI 71tie: Date: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 SH -5500 I NTS 1 10 OF 13 1 MD-SH5500-01 I A 3.500" 3.500" 3.500" 3.500" -I-II► .062" ��- .062" ►i�- .062" �� .062" aD- D D- 1.483" f a 1.483" as 1.483" as 1.483" .070 �n►- l'�y�7 .060" 1.184" �]��(�❑ J� �L��[�❑ ����❑ �����❑ I�4 .715" .070�� .810' .625" D J -CHANNEL FRAME .625 D FLANGE FRAME FIN FRAME EQUAL LEG FRAME .150" 1.375" O HEADMAMB O HEAD/JAMB 1.375" O HEAD/JAMB O HEAD/JAMB LIGHT SASH HD SASH 23 REINFORCEMENT 25 REINFORCEMENT 3.463" ►{ 070" ---1 (-- 1.182" 3.483" �{ 3.483" - � 3.483" � � � .070" -_ {► .062" --►�� .062" -►iFr .062" � .062" .791" 1.036" 1.041" 1 � .130" D D 2.444" D 1.331" 1.340" 2.444 2.444" 2'444 STANDARD HD MEETING RAIL ���❑ aa� 26 MEETING RAIL 27 REINFORCEMENT ��0�❑ r REINFORCEMENT 25" .625" FRAME SIELL 6OFLANGEFIN 1.375" FRAME SILL 1 375 O7 SILL FRAME O FRAME SILL 1.872" 1.641" i 1 ►{ 1215" 2.100" 1.472" +4 1.565" 0 0 1.630" / .974" 1 1.376" , 2.176" 1" ra " .065" .065" 1.375" .590" .471 ,590" .347 .355" �1 I .035" � .070" .050" ,070' .050" 1.000' Fr � .060' 14 FIXETIING RAIL 16 SASH RAIL 17 COVER BALANE SASH STOP LIFT RAIL LIFT RAIL BEVELED BEVELED MEET18 SCR EW OVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER .864" 72 LAMI IG BEADING 316" ►{ 175" .754" .035" �I~ 81 EXTRUDED SCREEN FRAME .300"4 .750" .025" j'iU�-� 82 ROLLED SCREEN FRAME 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 'RODIJCT REVISED =c; Complying with dw Floo +$t5 ; +-uldiag Code A ceplanoe No Expiration Date By ivli rli lndc product Can , Revision: Description: Drawn fly: WINDOW EXTRUSIONS J ROSOWSKI 781e:Date: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 SH -5500 I NTS 1 11 OF 13 1 MD-SH5500-01 I A TART F 19' Part # Description Bill of Material 76 # 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 Stop/Screw 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 Al 25 620152 HD Sash Reinforcement 6063 T6 Al 26 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 27 620154 HD Meeting Rail Reinforcement 6005 T5 AI 30 61644 Weatherstrip, .187" x .270" Fin Pile 72 31 6Q300 Weatherstrip, .190" x .300" Foam Bulb Flex PVC 32 61719 Weatherstrip, .187" x .220" PolyPile 75 33 61825 Weatherstrip Plug, .220" Finseal 80 35 78X1 MTTT #8 x 1" Ph. PH SDS (Interlock Mounting Screw) 81 36 78X3THPX #8 x 3" Ph. PH SMS (Meeting Rail Screw) 410 SS 37 71669SP Meeting Rail Screw Support Plate 6063 T6 Al 38 1 720210 IWeep Hole Cover PVC 40 720X0)00( lConstant Force Balance 85 41 Tension Spring #8 x 3/4" Ph. FH SMS (Con. Force Balance Screw) SS 42 Screen Cloth Spiral Balance 87 43 720205 Spiral Balance Shoe Nylon 44 78X114FPAX #8 x 1-1/4" Ph. FH SMS (Spiral Balance Screw) I 410 SS Part # Description Material 76 Kommeding 4SG TPS Spacer System Part # 77 Quanex Super Spacer nXT With Hot Melt Butyl See this Sheet for 78 Quanex Duraseal Spacer Materials 79 Cardinal XL Edge Spacer Sweep Lock REFERENCE I ES I KEVUK 16: F I L -an /, aabb 6 aalU NOTES: ii6i�36ZKK�Yi 1) PVC BY ROYAL 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 Bill of Material, cont. STRUCTURAL # 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 1-1/8" Ph. FH SDS (Auto and Sweep Lock Screw) SS 49 720200 Auto and Sweep Lock Keeper Cast Zinc 50 1 76X34PPA #6 x 3/4" 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" Tilt Latch Spring SS 57 420186 Plastic Tilt Latch Finger Pull PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc 59 420180 Pivot Bar Comer Key PVC 60 720206 Pivot Bar SS 63 720191 Sash Pull Handle Cast 7�nc 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 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 for Extruded Frame X 4 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 ROYAL 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. V v —INT. GLASS V�� —INT. GLASS KODISPACE SUPER 76 4SG TPS 77 SPACER® NXTTM BUTYL & DESICCANT FOAM EXT. GLASS � REINFORCEMENT POLYISO- BUTYLENE 5/16" NOME SEAL ROLL -FORMED STAINLESS STEEL INT. GLASS EXT. GLASS DESICCANT FILL AREA 5/16" NOM. i—SILICONE SEAL 7a DURASEA0' 79 XL EDGETM SPACER SPACER Revised By: Date; Revision: JR 05/05/16 A) ADDED SPACERS tyRevised By: Date; Revision: nDescription: BILL OF MATERIAL (BOM) 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 INT. GLASS PRODUcr REvisED ns complying with fie© khwidn OwIcjrog Code Acceptance ilk Enpirntion Date By Miami }ade P[wkeet J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Series/Model: Scale: Sheet: Drawing No, Rev: SH -5500 NTS 12 OF 13 MD-SH5500-01 I A SILICONE HOT -MELT BUTYL STRUCTURAL SILICONE STRUCTURAL 1/4" NOM. FOAM 3/16" NOM. POLYISOBUTYLEN WITH WITH DESICCANT DESICCANT EXT. GLASSY EXT. GLASS V v —INT. GLASS V�� —INT. GLASS KODISPACE SUPER 76 4SG TPS 77 SPACER® NXTTM BUTYL & DESICCANT FOAM EXT. GLASS � REINFORCEMENT POLYISO- BUTYLENE 5/16" NOME SEAL ROLL -FORMED STAINLESS STEEL INT. GLASS EXT. GLASS DESICCANT FILL AREA 5/16" NOM. i—SILICONE SEAL 7a DURASEA0' 79 XL EDGETM SPACER SPACER Revised By: Date; Revision: JR 05/05/16 A) ADDED SPACERS tyRevised By: Date; Revision: nDescription: BILL OF MATERIAL (BOM) 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 INT. GLASS PRODUcr REvisED ns complying with fie© khwidn OwIcjrog Code Acceptance ilk Enpirntion Date By Miami }ade P[wkeet J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Series/Model: Scale: Sheet: Drawing No, Rev: SH -5500 NTS 12 OF 13 MD-SH5500-01 I A O FRAME ASRFMRI V EXTERIOR 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. 57 OR OPT, PULL RAIL 19 INTERLOCK & ., COVER MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS ANTFORCE OPT. SWEEP LOCK OPT. AUTO LOCK OPT. PULL HANDLE WITH LATCH � OPT. PULL RAL BALANCE � HANDLE, SASH ASSEMBLY DETAILS ATTACHES TO BA WNCE EXTERIOR L:�> 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 OPT. BEVELED & COVER MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS By. I Date: I Revision: Revision: I. - :ODUCT l2fmstin :vs complying With ft FI'Mdvp." '3Iul(jing Code ,,cc Acroptnnce No l -0 14—c-3 Expirmi m Doe-, B 84 Description: Drawn By: EXPLODED ASSEMBLY J ROSOWSKI Title: I Date: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 SH -5500 ( NTS 1 13 OF 13 1 MD-SH5500-01 ( A