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HomeMy WebLinkAboutNOA 5500 MIAMI-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. AA NOA No.20-0401.03 ��U E 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 kin 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 SnLMU4"W (Submitted under NOA No. 15-0519.05) Product Control Exa)wr n r NOA No.20-0 01.03 Expiration Date: July 30,'ft 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 511 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 r NOA No.20- 01.0 Expiration Date: July 30, 5 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 6ch Edition (2017) and the FBC 7' 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 NOA No.20- 01.0 Expiration Date: July 30, 5 Approval Date:July 23,2020 E-4 ANCHORAGE EXAMPLE FOR 28-118"MAX.O.C. 21-5/8" ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING RADIUS-TOP 54"MAX, BUCK WIDTH MAX O.C. FOR ARCH-TOP VARIES PER REINFORCEMENT LARGE&SMALL MISSILE 12"MAX.FROM HEADER(SIM.FOR ALL HEADER(SIM. LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT FOR ALL FRAME SEAM �I 30" 12"MAX. / WINDOW TYPES) WINDOW TYPES) SHEET 3 _.� MAX'O.C. �- --` 52-118"MAX.BUCK WIDTH `T 10 MAX.FROM SEE SHEETS 1-1/4" A,SEE - fi FRAME SEAM �I B,SEE �. �. 30"MAX.O.C. SHEET 3 I I FIXED VISIBLE 12"MAX. D,SEE .-__-.., 8&9 SHEET 3 "f- °-12 MAX' i LIGHT WIDTH -� SHEET 4 -- B,SEE 30"MAX.O.C. r- _ A,SEE �* ---� -12"MAX. C,SEE - I j 12"MAX. j l SHEET 3 _ SHEET 3 FIXED —� SHEET 4> I j I } / EQUALLY I VISIBLE �- A,SEE SPACED LIGHT SHEET 3 EQUALLY # � 17-7I8"MAX.O.C. ANCHORS PER 17-7/8"MAX.O.C.( I I I j SPACED I HEIGHT EQUALLY ! I I 1 — TABLES 9-11 -- �-�-_-- I 17-718"MAX.O.G. ANCHORS PER i j I I 91,78" SPACED I i I / TABLES 9-11 f I / I I / MAX. jANCHORS PER 0 / I 84" 2" BUCK K 84" BUCK I I MAX. -� HEIGHT MAX.. HEIGHT BUCK I I 10"MAX O.C. BUCK ° AS SHOWN 1 10"MAX.Q.C. 10"MAX.O.C. j x ! I HEIGHT X 1 j 4 X l j 4 HEIGHT X i I (91.78" I I MAX.) .7 1 1..-- -_- I d I 13-3/4"MAX.O.C. --1717 SASH-- 13-31b"MAX.Q.C. EQUALLY I EQUALLY j 13-3/4"MAX.O.C. EQUALLY j I SPACED I� SPACED I VISIBLE I SPACED -- ---- - :� SEEANCHORS PER I ANCHORSPER I LIGHT ANCHORSPER ___Ill TABLES 9-11 I / TABLES 9-11 1 I HEIGHT TABLES 9-11 _ i SHEETS 9 1 ° C j I i A A A 6-1/2"MAX. 6-1/2"MAX. 6-1/2"MAX. NO ANCHORS AT SILL o ° _ � NO ANCHORS AT SILL _ NO ANCHORS AT SILL B- B - -J B -J D �-' 54"MAX.BUCK WIDTH EP- SEE SILL DETAILS,- _ SASH VISIBLE NOTCH DETAILS,SEE SILL - 54"MAX. BUCK WIDTH NOTCH DETAILS,S, -NOTCH DETAILS,- SEE SILL SHEET 3 LIGHT WIDTH SHEET 3 SHEET 3 SHEET 4 ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-CITE CONFIGURATION SHOWN WITH ORIELIPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION_ SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES: SERVES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 75"HEIGHT SEE TABLES 4-11 SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES..................._........................_1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. ELEVATIONS..........................._........................... 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS&ANCHOR OPTIONS.................2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. INSTALLATION, FLANGE&EQUAL LEGIBOX.....3 4).ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION, INTEGRAL FIN&J-CHANNEL...4 DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GLAZING DETAILS.......... . .....5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN PRESSURES.......................... _.............6-7 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST-ANCHORS ANCHOR QUANTITIES......................................... 8-10 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES........................................11 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. ASSEMBLY&PARTS LIST. ...12-13 7)DESIGN PRESSURES: A, NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. CODES 1 STANDARDS USED: B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. a 2020 FLORIDA BUILDING CODE(FBC), 7TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. a 2017 FLORIDA BUILDING CODE(FBC),6TH EDITION B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS NOT BEEN a ASTM E1300-09 USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER a ANSIIAF&PA NDS-2018 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. a ALUMINUM DESIGN MANUAL,ADM-2015 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. a AISI S100-16 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;DEWALT ULTRACON+NOA;ELCO/DEWALT CRETEFLEX NOA;ELCOIDEWALTAGGRE-GATOR NOA; ENERGI WINDOW AND a AISC 360-16 DOOR PROFILES, LTD WHITE&BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION;ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL �t�` 1�� Revision: 11)APPLICABLE EGRESS REQUIREMENTS TO.BE REVIEWED BY BUILDING OFFICIAL. C) UPDATED TO FBC 2020, USER INSTRUCTIONS: fi REVISED ANCHOR TYPE TABLE. 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7, AK - 03/10/20 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. r`oo 5P7053 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN _ = AascripSonr Drawn W. PRESSURE FROM TABLES 4-8. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW 1070 TECHNOLOGY DRIVE GENERAL NOTES & ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. ?g 1:t -_ 4 DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR 7 1> N.VENICE,FL 34275 )YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SETARE MET. ' �T TL OF 71%� 7-rtle. e o _')1, ' �94�}aao-1s4a SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. •..•-•, 3`e \� NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, J�°/ j� °alt ` � Series/AlodaL 5co Sheep Drawing No. Rev: INTEGRAL FIN OR EQUALLEGIBOX). A.L1r 04MILEFtI�,P.E. SH-5500 IN' TS 1 OF 13 MD-SH5500-01 C P.E.#58705 REGISTRATION#29296 TABLE 1:ALLOWABLE GLASS TYPES Glass Design pressure Frame Glass Frame Frame Description (Listed from Exterior to Interior) Types Options Configs. Shapes Installation Options that may be used Type Table# Sheet# (see Fig B) (see Table 1) (see Fig A) (see Fig C) 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 ....into 2X Wood FramelBuckstrip-sheet 3, option 1 Flange Equal-Lice, Square/Rect.,Arch-Top & Through the frame ....into Concrete/CMU-sheet 3, option 2 7 718" Laminated I.G.: 3/16" A Exterior Cap+3/8"Air Space+ 5/16" Laminated; (2)mites of 118"A Glass with .090" PVB Intedayer 4,6 6 g g p 5-16 OriellProview Arch Top& 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 (#2) &Cottage Radius-Top of the window...... ,,,,through 1X Buckstrip into Concrete/CMU-sheet 3, option 3 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 Intedayer 7 7 ....into Metal-sheet 3, option 4 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 ....into 2X Wood Frame/Buckstrip-sheet 3, option 1 p p ( ) y Box 1 Equal-mite, Square/Rect.,Arch-Top & 9 ....into Concrete/CMU-sheet 3, option 2 11 718" Laminated I.G.: 3116"A Exterior Ca +318"Air Space+5/16" Laminated; 2 mites of 1/8" H Glass with .090"SG Intedayer 7 .7Through the frame Equal-Leg 5-16 OriellProview Arch Top& 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 (#4) &Cottage Radius Top of the window,.,... ....through 1X Buckstrip into Concrete/CMU-sheet 3r option 3 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 ....into Metal-sheet 3, option 4 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 Through the ....into 2X Waal Frame/Buckstrip-sheet 4, option 5 5-8 OriellProview Arch Top& 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 J-Channel Equal-Like, 5 Arch-Top & integral fin...... ....into Metal-sheet 4, option 7 16 718" Laminated LG,: 3/16"T Exterior Gap+ 1/4"Air Space+7/16" Laminated; (2)Lites of 3/16"A Glass with .090"SG Intedayer 7 7 {#1) Cottage Radius Top of the window.. ....into Metal-sheet 4, option 8 Through the frame ....into 2X Wood Frame/Buckstrip-sheet 4, option 6 .... TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,9, 11, 13 Through the ....into 2X Wood Frame/Buckstrip-sheet 4, option 5 Group Anchor Substrate Min' Edge Min' &15 MAY NOT BE USED IN Equal-Lite, SquarelRect., Integral Fin integral fin...... into Metal-sheet 4 option 7 Distance Embedment" � THE HVHZ ABOVE 30'. � 5-8 OriellProview Arch-Top& _. , op P.T. Southern Pine(SG=0.55) 7116" 1-3/8" (0) &Cottage Radius Top Through the frame ....into 2X Wood FramelBuckstrip-sheet 4, option 6 #10 SMS * of the window...... (steel, 18-8 S.S. Steel,A36 318" 0.050" *MIN OF 3 into Metal -sheet 4, option 8 or 410 S.S.) Steel Stud; A653 Gr. 33* 3/8" 0.0451"(18 Ga.) THREADS FIGURE B:FRAME TYPES A Aluminum, 6063-T5* 3/8" 0.050" BEYOND THE FIGURE A: FRAME CONFIGURATIONS , 3116"steel Ultracon or P,T. Southern Pine(SG=0.55) 7116" 1-318" METAL O r a 1 "A"=ANNEALED SUBSTRATE. `.-/ "M"=HEAT STRENGTHENED Ultracon+ Concrete(min. 3 ksi) 1" 1-3/8" ._ "T"=TEMPERED 3116"steel Ultracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" "UNGROUTED 0 "PVB"=.090"TROSIFOL®PVB 3116"steel Ultracon+ Ungrouted CMU, (ASTM C-90) 1" 1-114" / BY KURARAY AMERICA, INC. CMU"VALUES P.T. Southern Pine(5G=0.55) 9116" 1-318" MAY BE USED =#12 SMS J-CHANNEL INTEGRAL FIN "SG"_ .090"SEIdTRYGI AS® Steel,A36* 3/8" 0.050" FOR GROUTED (steel, 18 8 S.S, Steel Stud,A653 Gr. 33* 3!8" 0.0451" (18 Ga.) CMU 2 4 INTERLAYER BY KURARAY or 410 S.S.) * APPLICATIONS. 0 a AMERICA,INC. B Aluminum, 6063-T5 3/8" 0.063" M1 1/4"steel Ultracon or p T. Southern Pine(SG=0.55) 1" 1-3/8" EQUAL-LITE ORIEL COTTAGE Ultracon+ 114"steel Creteflex P.T. Southern Pine(5G=0.55) 1" 1-318" FIGURE C: FRAME SHAPES FLANGE BOX OR EQUAL-LEG 1/4"steel Aggre-Gator P.T. Southern Pine(SG=0.55) 1" 1-3/8" —� BUCK WIDTH —1 BUCK WIDTH�­ BUCK WIDTH- 1/4"steel Ultracon Concrete(min. 2.85 ksi) 1" 1-3/4" - -� Ungrouted CMU, (ASTM C-90) 2-1/2" 1-114" I ! Material Min, Fy Min. F„ C Concrete(min. 3 ksi) 1-3/16" 1-3/4" r- Steel Screw 92 ksi 120 ksi 1/4"steel Ultracon+ 18-8 Screw 60 ksi 95 ksi Ungrouted CMU, (ASTM C-90) 1" 1-1/4' 1/4"steel Cretelex Concrete(min. 3.35 ksi) 1" 1-3/4" _ �.- F- 410 Screw 90 ksi 110 ksi 1/4"steel Ultracon Concrete(min. 2.85 ksi) 2-112" 1-314" U v r v0 Elco/DeWalt Aggre-Gator(D 57 ksi 96 ksi 1/4"steel Ultracon+ Concrete(min. 3 ksi) 2-1/2" 1-3/4" m w m i J z Elco UltraCon® 155 ksi 177 ksi 1/4"steel Ultracon+ Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" ' 3116"DeWalt UltraCon+(D 117 ksi 164 ksi D Concrete(min. 3.35 ksi) 2-1/2" 1-3/4" 1/4"DeWalt UltraCon+® 148 ksi 164 ksi 1/4"steel Creteflex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" RECTANGULAR RADIUS-TOP ARCH-TOP 410 SS Elco/Dewalt CreleFlex® 127.4 ksi 189.7 ksi 1/4"steel Aggre-Gator Concrete(min. 3.275 ksi) 1-1/2" 1-3/8" WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED 6063-T5 Aluminum 16 ksi 22 ksi Grouted CMU, (ASTM C-90) 2" 2" BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES A36 Steel 36 ksi 58 ksi TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-10, Gr. 33 Steel Stud 33 ksi 45 ksi s ! Group Anchor Substrate Min. Edge Min. ;; arR � Revision: Distance Embedment C) REVISED ANCHOR TYPE 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" = 7 TABLE. P.T_ Southern Pine(SG=.55) 112" 1-318" t'lo. 58705 � AK - 03/10/20 #10 Trusshead SMS i8 y� Aluminum,6063-T51 318" 0.050" - Description: Drawn By (steel,l8-85,5_ or 410 5 5:) Steel Stud, Gr. 33' 3f8" 0.0451"(18 Ga,) = 107D TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI F Steel,A36' 3/8" O.D50" `MEN.OF 3 13 N.VENICI=,FL 34275 P.T. Southern Pine(SG=.55) 9/16" 1 318" THREADS S Date: ' `�' '�rl* -.. (sal)-aaD-16DD SINGLE HUNG WINDOW INSTALLATION - LIM 05/15/15 #12SlvIS BEYOND THE { _.... � � Aluminum,6o63-T5` 318" 0.D63" (steel, 1"S.S- METAL °t fi Gr(D h r or 410 S.S.) Steel Stud, Gr. 33' 318" 0,050" SUBSTRATE. °!? t Serfes/Model: Scale: Sheet Drawing No. Rev: Steel,A361 3/8" 0.05D" A.L`� N! M11 ER,P.E. SH-5500 NTS 2 OF 13 MD-SH5500-01 C P.E.#58705 REGISTRATION#29296 INSTALLATION DETAILS FOR FLANGE & EQUAL—LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X OPTION 'I DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETEICMU. ANCHORED THROUGH '--- -�- EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT EMBEDMENT FRAME INTO 2X WOOD 1/4"MAX SHIM FRAME OR BUCKSTRIP. "�� `�- �- 16 1/4"MAX SHIM SEE NOTE 2,THIS SHEET. EMBEDMENT a _ SASH VISIBLE �°• " - 17 EDGE Ja ❑[� 18 LIGHT WIDTH ❑ a EDGE FLANGE FRAME ___ ��-_ DISTANCE SHOWN DISTANCE 1 - • •a . •a D MAX 44 BALANCE a TYPE VARIES TYP 1/4 .ANCHOR ❑ � `'SHIM TYP.ANCHOR TYPE, 42 WITH SASH - - ..n TYPE, 2 TYP ANCHOR TYPE, EMBEDMEN TDANGD 30` °•' a WEIGHT 54 EMBEDMENT AND EDGE EMBEDMENT AND EDGE� 31 s DISTANCE PER� DISTANCE PER SUBSTRATE, DISTANCE PER • .ee4. SEE TABLE 2,SHEET 2. SUBSTRATE, EDGE SUBSTRATE, 18 SEE TABLE 2,SHEET 2. EXTERIOR • DISTANCE SEE TABLE 2, n n . � 87 " "4 SHEET 2. FIXEDOPT.SASH TOP 19 20 FIXED VISIBLE _ 4 ' FLANGE - LIGHT WIDTH LEGIB EQUAL VISIBLE LIFT RAIL 2 LIGHT FRAME OX NOTES,: SHOWN BUCK WIDTH HEIGHT FOR ALL WINDOWS: FRAME 1 ANCHOR @ 3.55" SHOWN 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION A—A 21 CENTER, SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, 72 OVER 36"WIDE: SHEET 2. FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 0 EDGE DISTANCE LIMITS.ANY ADD ADDITIONAL MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. 46 47 SCREWS @16-3/8'. INSTALLATION OPTION SHOWN MAY 45 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 1/4"MAX. ADD ADDITIONAL SELF-DRILLING BOTTOM LOCKS: SHIM #10 OR#12 STEEL HEIGHT BUCK 50 16 2)MASONRY ANCHORS MAY BE SHIM SCREWS @ 8-318" USED INTO WOOD AS PER TABLE 2, 5MS(G5),SEE 85 30 �W FROM END. SHEET ALL WOOD BUCKS LESS ❑ TABLE 2, 01 THAN 1-1-112"THICK ARE TO BE SHEET 2. D SASH CONSIDERED 1X INSTALLATIONS. iX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF (� LIGHT UNIT IS INSTALLED DIRECTLY TO v HEIGHT SUBSTRATE.WOOD BUCKS } 16 DEPICTED AS 2X ARE 1-1/2"THICK OPT. 8ti -`— USE EITHER OR GREATER. 1X AND 2X BUCKS Q Q 85 LATCH OR (WHEN USED)SHALL BE DESIGNED (2) 1' 81 31 30 64 BOTTOM LOCK, TO PROPERLY TRANSFER LOADS TO FLANGE Q -- EQUAL INTERIOR TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEGIBOX WEEP LOCATION:6-518" DESIGN AND INSTALLATION IS THE SHOWN FRAME. NOTCHES AT 80 FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN - EACH END. OR ARCHITECT OF RECORD, r� r EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION _(�_ INSTALLATION 67 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 OPENING) IS MEASURED FROM EQUAL-LEGIBOX 114'"MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH SHOWN 0 FRAME INTO METAL FRAME INTO METAL FRAME o ��} IIIp{;r �ii.'t P 8� Revision: .27"X 1.25" ••- y. v - ti�E � -.. �'`r "+� WEEPHOLE .4 . 4 ' a a 4 b a . NO ANCHORS v C) NO CHANGES THIS SHEET. WICOVER @ a `< q REQUIRED IN VISIBLE LIGHT FORMULAS AK 03/10/20 58705 2.87"FROM 38 a 9e FLAN EQUAL-LEG WIDTH _ � , � - EACH END_ ' . a • • • FRAME SELLS @SASH: BUCK WIDTH-6-1/2" Description: Drawn t3y. @ FIXED LITE: BUCK WIDTH-4-3I8" } �� 1070 TECHNOLOGY DRIVE FLANGE & EQUAL—LEG/BOX FRAMES J ROSOWSKI aT 7"L sr a N.VENICE,FL 34275 HEIGHT(EQUAL-LITE) i n. 'I t �i�" •-����` (941}480-160fl Title: Date: VERTICAL SECTION B—B BUCK HEIGHT/2-3-15116" SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 a - - - -- !`rr r�111, A`�q ��a°'� Series/Modal: Scale: Sheet: Drawing No. Rew. A.LYNN MILLER,P.E. SH-5500 NTS 3 OF 13 MD—SH5500-01 C P.E.#58705 REGISTRATION#29296 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT - -- WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR �— EDGE DISTANCE ANCHORED THROUGH INTEGRAL EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR BUCK-STRIP. SEE NOTE 2,THIS - - - EDGE DISTANCE 1/4"MAX SHIM 16 114"MAX SHIM SHEET. TYP.ANCHOR TYPE, SASH VISIBLE J-CHANNEL EMBEDMENT AND EDGE ❑� 18 LIGHT WIDTH 17 ❑ FRAME - - -' -- DISTANCE PER SUBSTRATE, SHOWN - - SEE TABLE 2,SHEET 2. (SCREW SHOWN) 44 BALANCE TYPE VARIES J-1/4"MAX SHIM 42 WITH SASHEGE --�- - �� EMBEDMENT 1 TYP.ANCHOR TYPE, DISTANCE WEIGHT 54 30 EMBEDMENT AND EDGE 31 (� DISTANCE PER SUBSTRATE, �- aI , # 18 SEE TABLE 3,SHEET 2. [�J EXTERIOR 87 TYP.ANCHOR TYPE, (NAIL SHOWN) INTEGRAL EMBEDMENT AND EDGE n _I FIXED VISIBLE 3 FIN DISTANCE PER SUBSTRATE, FIXED 19 24 OPT.SASH TOP J-CHANNEL �i LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. VISIBLE LIFT RAIL 1 SHOWN (NAIL SHOWN) LIGHT FRAME HEIGHT FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55" — - BUCK WIDTH 4g i 48 FROM ENDANDAT 1)USE ONLY HORIZONTAL SECTION C-C - 21 CENTER. SUBSTRATE-APPROPRIATE p 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36"WIDE: OF SHEET 2. FOLLOW EMBEDMENT FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY 114'MAX' MAY BE VERTICAL OR HORIZONTAL,SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. 45 46 47 SCREWS @16-318" INSTALLATION OPTION SHOWN MAY SHIM 44 BE USED ON ANY SIDE OF THE 35 FROM END. Y r ALSO FOR DADE-APPROVED MULLION BUCK o -- FOR WINDOWS WITH WINDOW. BOTTOM LOCKS: #10 OR#12 STEEL 114"MAX. HEIGHT 54 � � 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAYBE SCREWS @.8-318" USED INTO WOOD AS PER TABLE 2, SMS SELF-DRILLING SHIM SEE SHEET 2.ALL WOOD BUCKS LESS 85 FROM END. �] TABLES 2&3, 30 ❑� SASH THAN 1-112"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. SHEET2. D EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1-112"THICK 86 16 OR BOTTOM OR GREATER. 1X AND 2X BUCKS OPT. LOCK(SHEET 3). Q (2)1" 81 30 65 63 TESTED UNIT (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS FIN AND/OR r INTERIOR 31 LOCATION:6-518" TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD NOTCHES AT 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN r R€ IN FRAME EXTERIOR INSTALLATION 7 SILLSLS IF 1F ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL 114'MAX BEADING TO BEADING, FRAME ANCHORED THROUGH INTEGRAL AME AL FIN SHOWN SHIM INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) .27"X 1,25"WEEPHOLE '—°— e,1 x .`-T`a'$i'i:',r ,F Revision: �WICOVER @ 2.87"�- - - '= 1 �� C) REVISED DADE MULLION 38 FROM EACH END. ".•. E:�,,: ; � s.� VISIBLE LIGHT FORMULAS 13 NOTE. TYP.ANCHOR TYPE; EDGE DISTANCE WIDTH _ yA° AK - 03/10/20 EMBEDMENT AND EDGE Fw - } Drawn W. DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6-i12" SEE TABLE 3,SHEET 2. --.-I EMBEDMENT @ FIXED LITE: BUCK WIDTH-4-3/8" N �3b a 1070TECHNOLOGYDRR/E JCHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI {SCREW SHOWN) rA F , o N.VENICE,FL 34275 HEIGHT '4 s� Title: Date: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK H(EQUAL-LITE) GHT/2-3-15116" ;' •, '. "' ' � >` (941}48a1600 ANCHORED THROUGHINTEGRAtFIN f`f , i • k�` SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 INTO 2X WOOD FRAME OR BUCK- e r1,= t f II! I s+, ��� Series/Model: Scala: st�est Dmwing No. Rev STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MI4LER,P.E. SH-5500. NTS 4 OF 13 MD-SH5500-01 C+ P.E.#58705 REGISTRATION#29296 718"NOM. � � 7!8"NOM. 7!8"NOM. �--- � 718"NOW � --� 718"NOM. 5/16"A/A PVB 5/16"A/A PVB 5116"A/A PVB 5116"A/A PVB 5/16" HIH SG 7116"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 1/8"A GLASS 1/8"T GLASS 3/16"A_GLASS 3116"T GLASS 1/8"A GLASS EXTERIOR EXTERIOR a EXTERIOR EXTERIOR a EXTERIOR 76-79 76.79 76-79 76-79 76-79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 7I8"NOM. � -�- 7I8"NOM. � � 718"NOM. � � 7I8"NOM. � � 71$"NOM. 5/16" HIH SG 5/16" HIH SG 5/16" HIH SG - 7/16"A/A SG 7116"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 <EXTERIOR <�j EXTERIOR a EXTERIOR EXTERIOR 76-79 76-79 ----- 76-79 76-79 76-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 7/8"NOM, I- 7/8"NOM. 7/16"A/A SG - 7/16"A/A SG 112"NOM.GLASS rGLASS TYPES 9 THROUGH 1/4'"AIR SPACE 1/4"AIR SPACE 78-79 BITE TYP. AY NOT BE USED "�3l16 AGLASS- 3l16"T GLASSHJ-CHANNEL OR 74 GRAL FIN FRAMES <�D EXTERIOR EXTER_I.OR GLASS TYPES 5,7,9, 11, 13 76-79 76-79 31 &15 MAY NOT BE USED IN EXTERIOR 75 ® THE HVHZ ABOVE 30'. GLASS TYPE 15 GLASS TYPE 16 38 30 Revision: ------1��� C) NO CHANGES THIS SHEET. AK — 03/10/20 4 ° GLAZING NOTES: €o 5R 7 0 r "A"=ANNEALED — ® Dascriptlon: Drawn By TYP. GLAZING DETAIL °H"=HEAT STRENGTHENED 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI "T"=TEMPERED '�P f ® �.•' ,/w N.VEN[CE FL 34275 PVB =.090 TROSIFOL PVB BY KURARAYAMERICA,INC. '. S� rove: Date: "SG"=.090"SENTRYGLAPBYKURARAYAMERICA,INC. k,r,ra —,et• ti (941� 80-1600 SINGLE HUNG WINDOW INSTALLATION — LM 05/15/15 ' z. � .. > .. , FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. ���`r�I��!,�_ � 1 � SerieslMcdel; Scale: Sheetr Dtnwfng No. Rew. A.�' M�^��L 'P P.E. SH-5500 NTS 5 OF 13 MD—SH5500-01 C P.E.#58705 REGISTRATION#2921 TABLE 4: TABLE 5: TABLE 6: Glass Type Bottom Sash ---- S Deacrf Ian for Sash Haight Design Pressure,Ibsfftz 5,6,7&8 Design Pressure,IhslftzGlass 7&8es Design Pressure,I6slft2 5,6,7 g,g Relnf.-Level Range @ Window Range(in)� WEadrnv Buck tNld[h(in) 6,T&B R2 Height Shown up to 48 52.M RelnE Level 23,5 Equal-tile 11.394 +65.0 -70.0 +65,0 -700 Relnf.Level R1 For all window&sash sizes Standard Cottage 14.517-15,870 +65.0 -70,0 +65.0 -70,0 R2 For all window and sash sizes 28 EquaMe 11,683-14.516 +65.0 -70,0 +65..0 -70,0 SEE TABLE 9,SHEET 8 FOR I StandardPrmtew 11,377-11.582 +65.0 -70.0 +65,0 -7a.a I SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Tallest 23.517.25.28E +65.0 .70.0 +65.0 .700 ANCHOR GROUP AND QUANTITY. 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 Pros ew 14.$17-17,516 +65,0 -70,0 +65,0 -70,0 L- a 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 Gottage 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 •70.0 (�1j HEADER Standard Proview 17.517-20,516 +65.0 -70.0 +65,0 -70.0 U HEADER 23 Custom Size 14.617-17,516 +65.0 -70.0 +65.0 70,0 23 Shortest 11,377-14.516 +650 -700 +65.0 -70.0 ❑ Tallest 31,593-35,911 +65.0 -70,0 +65.0 -70.0 aStandard Cottage 26.5t7-31.562 +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 MEETING RAIL MEETING RAIL Q c Custom Size 14.517.-17.516 +65.0 -70.0� +65.0 -70,0 Q � 26 0 G05tam Slza 12,517-t4516 +55 0 70 0 +65.0 -70 0 n 27 U Shortest 11.377-12.516 +65.0 -70.0 +65.0 -70.0 �D1J EXTERIOR Standard C 33.208-33.207 +65.0 -70.0 +65.0 -70.0 EXTERIOR m p Standard Cottage 26.517-33.207 +650 -70,0 +65,0 -70.0 p f1 23 49.625 Equal-rite 23 547-26.516 +65.0 .700 +65.0 -700 Custom Size 20.517-23.516 +65.0 -70,0 +65.0 -700 23 3 .IAMB g Standard ProMew 17.517-20,516 +65.0 1 -70.0 +65.0 -70.0 1JAMB EXTERIOR SASH Custom Size 14,517-17,516 +65,0 -700 +65,0 -70,0 EXTERIOR SASH �) HEIGHT custom Size 12,517-14.516 +650 -70.0 +65.0 -70.0 HEIGHT 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 Equal-rite 26 517-31.516 +65.0 .70.0 +65.0 -70.0 23 Standard Proview 23,517-26 516 +65.0 -70.0 +65.0 -70.0 23 nn 62 Custom Size 20.517-23.516 +65,0 -70,0 +65.0 -10.0 nn SILL II Custom Size 17517.20.516 +65.0 -700 +650 -70.0 SILL u Custom Size 14,517-17.516 +65.0 -70.0 +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 ��❑ r Custom Size 38.517-39.516 +65-0 -70.0 +65.0 -70.0 ra Equal-lite 35.517-39.516 +65,0 400 +65.0 -70.0 75 Custom Size 32.517-35,516 +65.0 -700 +65.0 -70,0 Standard Proriew 29.517-32.516 +65.0 -70.0 +65.0 -70.0 SECTION DETAIL FOR WINDOWS WITH -CvstomSize - 26517-29.5,E +65-0 -70.0 +65.0 67,3 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 Shartest 24.864-26.516 +65.0 -700 +65.0 -665 LEVEL R2 REINFORCEMENT & GLASS TYPES 5 6 7& 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE Equal-Gle 3e_517-41,644 +65,0 -70.0 +65.6 -700 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& 64 Custom Size 35.617-38.515 +650 1 -70.0 +65.0 -67,3 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) St-lardProview 33.864-35.516 +65..0 -700 +65.0 -66.5 CONFIGURATIONS) 91.76 I Tallest • - 41.644 +65.0 -70.0 +65.0 -66.5 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 4PAq), g /i Revision: C) SASH HEIGHT CORRECTION. . ,= AK - 03/10/20 ` NO. 58705 NOTES: _ ` _ � i'Jesaripuorl: Drawn t3y: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 3 d 1070TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI u-Z N.VENICE,FL 34275 nwE iJt- e e True: Date: 2) FRAME DIMENSIONS ARE BUCK..SASH HEIGHT IS AS PER THE FIGURE. ., "I Ol,, $T ` (941}480-1600 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN J�r� t-NA %�SSeries/Model: Soale: Sheet Drawing No. Rbr ON THE TABLE. A,1914N MIL11A.P.T. SH-5500 NTS 6 OF 13 MD-SH5500-01 C P.E:#58705 REGISTRATION#29296 TABLE 7: TABLE 8: Glass Type Bottom Sash q Glass Type Bottom Sash z 942,15 8,16 Description far given Sash Height Design Pressure,Ibsift 13 S 14 Description for ghen Sash Height Design Pressure Ibslft Retmf.level Range @ Window Range(in) Window Buck Width(in) Retnf.level Range Q Window Range(in) Window Buck Width(in) o 3 Height Shown up to 40 48 52.125 54 3 Height Sham 18 24 32 3fi1 40 48 52:125 1 54 23,5 Equal-lite 11_394 +70.0 -110,0 +70.0 -110.0 +700 -1t0-0 +70.0 •110.0 23.5 Equal-lice Ma94 +70.0 -1100 +70,0 410.0 +70,0 -110.0 +70.0 -110.0 +70-0 -110.0 +70.0 -110,0 +700 -110.0 +70.0 -110.0 Standard Cottage 14,517.15,870 +700 •110.0 +70.0 .110.0 *70.0 -110.0 +70_0 A10,0 Standard Cottage 14,517-16.870 +70.0 AMO +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 -110.0 28 Equal-lite 11,583-14.516 +70.0 -110.0 t7o,0 -1.10.0 +70.0 -1%0 +70.0 -1%0 28 Equal-G1e 11.583-14,516 +70.0 -110.0 +70,0 -110-0 +70.0 -110.0 +70.0 -110.o +70.0 -1100 +70.0 -110.0 +70,0 -110.0 +70.0 -110,0 �© Standard Praaew 11.377-11-W2 +70.0 -110.0 +70.0 -110,0 +70.0 -1100 +70.0 -1%0 1 Standard PrcAcrw 11,3T7-14.582 +70.0 -110.0 +70.0 -110,0 +70,0 -110,0 +M0 -110,0 +70,0 -110.0 +70,0 -110.0 +70.0 -110,0 +70.0 -110,0 Tallest 23.517-25,266 +70.0 -110.0 +70.0 -110.0 +70.0 7110.0 +70.0 .110.0 Tallest 21517-25.286 +70.0 -110,0 +70.0 -110.0 +M0 -110,0 +70,0 -110.0 +70,0 -110.0 +70.0 410,0 +70.0 -110.0 +70,0 -110.D HEADER Standard Cottage 20,958-23,516 +70,0 -110.0 +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 +7010 -110.0 +70.0 -110.g +70_0 -116.0 +70,0 -110.0 25 37,375 Equal-lite 17,517.20,957 +70.0 -110.0 +70,0 -110.0 +700 -110.0 +70.0 -109.0 37375 Equal-lite 17.517.20,957 +70.0 .110.0 +70.0 .110.0 +70-0 -110.0 +700 •110.0 +7010 .110,0 *70,0 -510.0 +70,0 -110.0 +70.0 -1090 Standard Proview 14,517-1TS16 +70.0 -110.0 +70..0 -110-0 +700 -1100 +70.0 -110.0 Standard Proview 14.517•17.516 +70.0 -110-0 +70.0 A1DAY +700 -110A +70.0 •110.0 +701) .110A +70_0 410.0 +70,6 .110.0 +70.0 -110,0 D o Shortest 11,377-14.516 +700 -110.0 +70.0 A10.0 +700 A07.0 +70.0 .103.01 Shortest 11.377.14.516 +70.0 •110.0 +700 -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 27.583-31.911 +70.0 -110.0 +70.0 .99,0 +70..0 .93.0 +70.0 -90,0 Tallest 27,583-31.011 +70.4 -110.0 +70.0 -110,0 +70,0 -110.4 +70,0 -1100 +70.0 -114.0 +76.0 -99,0 +70.0 -910 +70,0 -90.0 as Custom Size 26.517-27 562 +70.0 -110.0 +700 .110.0 t70,0 AWO +700 •1100 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 n MEETING RAIL Standard Cottage 23.517-26.516 +700 -110.0 +70,0 -110.0 +70,0.-110.0 +70.0 -110.0 Standard Cottage 23.517-26.516 +70.0 -1W0 +70,6 -110,0 +70,0 -110,0 +70.0 -110,0 +70,o -1")0 +700 -110,0 +70.0 -110.0 +70,0 -110,0 © f1JI 44 Equal-Ide 20,517-23.516 +70.0 -110.0 1+70.0 -1100 +70,0 -110.0 +70.0 -110.0 44 Equal-lite 20,517-23,516 +70.0 -1140 +70,0 -110.0 +70..0 -11D_0 +70p -110.1) +70.D -110,0 +76..0 1-110,0 +70.0 -110,0 +700 -110,0 Q 27 0 Standard Pmoew 17,517-20 516 +70-0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 StandardPrrniew 17,517-20,516 +70,0 AMD +70.0 -110_0 +700 -1100 +70.0 -11fl,0 +70,0 410,0 +70.0 1 A10.0 +70.0 -110.0 +70,0 -1MO Custom Size 14.517-17.516 +70.0 -110.0 +70.0 -110-0 +M0 -110.0 +700 -110.0 Custom Size 14.517-17.516 +70.0 -110,0 +70.0 -1160 +70.0 -1100 +70.0 -110.0 +70,0 -110,0 +700 -110.0 +70,0 -110,0 +70,0 -110.0 F,CTERM Shdest 11-377-14.516 +70.0 .110.0 +700 -1%0 +70.0 -107,0 +70,0 -103.0 Shortest 11,377.14.516 +700 -110.0 +70,0 -110.0 +70,0 •110A +70,0 -110.0 +MO -110,0 +70.0 1-110.0 +M0 -107,0 +70.0 -103,0 70. Tallest 31.583-35,911 +70.0 -110.0 +70,0 -WO +70.0 -93,0 + 0 -90,0 Tatfest 31,583-35,911 +70D -110,D +70,0 -110.0 +70,0 -110,0 +701) -110,0 +700 -110,0 +70.0 -99,0 +70,0 -93.0 +70.0 -Mo Standard Cottage 26.517-31.582 +70.0 -110.0 +70.0 -110.0 +700 -110,0 +70.0 -110,0 Standard Cottage 26,517-31,562 +70.0 -110,0 +70 0 -110,0 +70.0 -1100 +70,0 -110-0 +70,0 -110,0 +70.0 -110,0 +70;0 -1100 +70 0 -1100 JAMB 25 Equal-tile M517-26.516 +700 -110.0 +70.0 -110.0 +70,0 -110.0 +70,0 .110.0 Equal-fite 20 517-26,516 +70.0 •110.0 +70.0 -110.D +70.0 -110,0 +70.0 .110.0 4700 410,0 +700 -110,0 +70,0 -110.0 +70,0 -110.0 48 SlandardPrmiew 17,517-20.516 +70.0 -110.0 +70.0 -110,0 +70.0 -110.0 -+70.0 -110,6 48 StandardPrcmex 17.St7.20.516 +70.4 -1t0,0 +70,0 •110.0 +70.0 •110.4 +70,0 -tifl.0 +70.0 -110.9 +70.0 -110.0 +70.0 -110.0 +7D,0 •11D.fl EXTERIOR SASH Custom Size 14.517-17-516 +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 +7fl.4 -110.0 +70.0 -110_fl +7fl.0 -€10,1) +700 -110,0 +70.0 -110,0 +70,0 -1101) a HEIGHT Custom Size 12,517-14,616 +70.0 •€100 +70.0 -110,o +70-0 -1100 +70.0 -11o.a Custom Size 17.517-14 516 +70.0 -110.0 +700 -110D +70.0 -110,0 +70,0 -110,0 +70.0 410,0 +700 -1100 +700 -110.0 +700 A10,0 SECTION DETAIL FOR Shortest 11,377-12516 +700 -110.0 +70.0 -110.0 +74,0 -110.4 *70.0 -1%0 c Shortest 11.377-12.516 +70.0 -110.0 +70.0 -110.0 +700 -110.0 +7013 -1100 +70.0 -110,D +70.0 -110,0 +70.0 -110.o +7o,0 -1100 Tallest 33,208-37,536 +70.0 -110.0 +70.0 -WO -+70-0 -93.0 +70.0 -90-0 Tallest 33.208-37.536 +700 -110.0 +70.0 414,0 +70,0 -110D +70.0 -110.0 +7D.0 -110,0 +70.0 -99.0 +700 -93.0 +700 -900 WINDOWS WITH O Standard Cottage 26,517-33,207 +70.0 -110.0 +70.0 -110,0 +70,0 -110.0 +70.0 -110.0 Standard Collage 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 LEVEL R3 REINFORCEMENT 25 Equal-life 21517.26.516 +70.0 -1%0 +700 -110,0 +70A -1100 +70,0 -110,0 Equal-lire 23.517-26 516 +700 -1100 +70.0 AMD +70.0 -110.0 +70.0 -110,D +70.0 -110.0 +70.0 -110.0 +70-0 -110.0 +70.0 -1100 49.625 Custom Size 2D-517-23 516 +70 0 -110,0 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 a qg 625 Custom Size 20,517.23.516 +70A -1100 +10.0 -110..D +70,0 -110.0 +70.0 -11D.0 +70.0 -110,0 +70.0 -110.0 +700 -110.0 +74,0 -110.0 & GLASS.TYPES 9-16 SELL StandardPrmiew 17,517-20.516 +70.0 410fl +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 SfandardPrWew 17.517.20.510 +70.0 -110.0 +70A -110,.0 +70.0 -1100 +70,0 -110,0 +700 -110,0 +70,0 -110.0 +70.0 -110,0 +70.0 •110,D � '� (REINFORCEMENTS SHOWN Custom Size 14,517-17.516 +70.0 -110.0 +70D -1100 +700 -110.0 +70,0 1-110,01 Custom Size 14.517-17.516 +70.4. -110.0 +70,0 -110.0 +70.0 -110.0 +70.0 -1100 +70-0 -1100 +70.0 -110.0 +700 -110.0 +70,0 -110,0 IN FIGURES ABOVE APPLY Custom Size 12-517-14.516 +70,0 AMO +70-0 -110.0 +70.0 -110.0 +70.0 -110.0 Custom Size 12.517.14.516 *70.0 .1100 +70.0 -110.0 +70,0 -110.0 +70.0 .1 MD +700 .110.0 +70.0 -110A +70.0 410.0 +700 -110.0 TO ALL CONFIGURATIONS) Shortest 11,377-12.510 +70.0 -110.0 +70,0 -1 M0 +70.0 -110.0 +700 -110.0 Shortest 11.377•12.516 +70.0 •110.0 +70.0 --110.0 +MD -110,0 +700 -11D,D +70.0 -110.0 +713 0 .110.0 +70.0 .110.0 +70,0 -110.0 Tallest 38,517-41,644 +70.0 -110,0 +700 -110.0 +70,0 -110.0 +70-0 .110.0 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 Q Standard Cottage 31,517-30.510 +70.0 -110,0 +70.0 -110,0 +700 1-110.0 +70.0 -110A Standard Cottage 31,517-36,516 +70,0 -110.0 +700 -110-0 +700 -110,0 +70.0 -1100 +70.0 -1100 +70.0 -110-0 +70.0 -108.5 +70.0 -103-0 Equal-lice 26,517-31516 +70_0 -110.0 +70,0 -110.0 +70,0 -110.0 +70.0 -110.0 Equal-lice 28.517-31.516 +70.0 -1100 +70.0 -11001 +700 -1100 +70.0 -110.0 +70.0 -110.0 +700 -110.0 +70.0 ANA +70.0 -102.4 Standard Proview 23,517-26.516 +70.0 -110.0 +70.0 -110,0 +70,0 -110.0 +70.0 -110.0 Standard Proviea 23,517-26,516 +70.0 -110.0 +70.4 -1100 +70,0 -110.0 +70.0 -1100 +7o 0 -110,0 +70,0 -110.0 +700 '110.0 +74.0 -105.2 62 Custom Size 20.517-23.516 +700 -110.0 +70,0 -110,0 +70.0 -110,0 +70.0 -110 0 62 Custom Size 20.517-23,516 +70.0 -110.0 +70.0 -110.Q f+74.0 -110.0 +70.0 -110,0 +70,0 -110.0 +70.0 -110,0 +70.0 -110.0 +70.6 1-1470 Custom Size 17.517-20.516 +70.0 •110,0 +70.0 -110,0 +70.0 -110.0 +70.0 .110.0 Custom Size 17.517-20.516 +70.0 -110,0 +70.0 -1 it)0 +70J) -110A +70.0 -110.0 +70,0 -110.0 +70,0 -110.0 +70.0 -11o.a +70.0 I-109..E Cusfnm5,ze 14.517-17,516 +700 -110.0 +70.0 -110,0 +70.0 A10.0 +70.0 A10.0 custom Size 14.517-17.516 +70.0 -110.0 +70.0 -110,0 +70.0 -110.0 *70.0 -108,0 +70_0 -102,6 +70.0 -100.5 +70.0 -1025 +70-0 -WOWS Custom Size 13,017-14.516 +70,0 -1W,0 +70.0 -110-0 +700 -110.0 +70,0 410.0 Custom Size 13.017-14,516 +70.0 -114.0 +70.0 -1to0++70,0 -106.2 +70.0 -1 DD.7 +70,0 -97A +70.0 -94.4 +70,D Shortest 11.864-13010 +70,0 -110,0 +70,0 -1100 +70.0 1.110.0 +70,0 .110.0 Shortest 11.864-13.016 +70.0 -110,D +70.0 -110,0 +70.0 •102,0 +70,0 -97.0 +Mt) -93.3 +700 -901 +700 -MU +70.0 -90.0 Tallest 39.517-41,644 +70-0 -110,0 +70.0 .110.0 +70.0 -110.0 +700 410.0 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 +70.o -101.5 +70A -96.0 Custom Size 38.517-39.516 +70,0 -110,0 +70.0 410.0 +70.0 -110,0 +70.0 410.0 Custom Size X517-39,516 +70.0 -11U-0 +70.0 -110.0 +ALG -11p.4 +70,0 -110.0 +70,0 -110.0 +70.0 -110.0 +70.0 -101.7 +70.0 -96.3 Equal-€Re 35 517-38,510 +70.0 -110,0 +70.0 .110-0 +700 -110,0 +70,0 -110.0 Equal-lite 35,517.38 516 +70.0 -1100 +70.0 -110.0 +700 -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 +70,0 -1004 +70.0 -95.0 75 Custom Size 32,517.35,516 +700 AMO +70,0 -11D.0 +76.0 -1100 +70.0 -110.0 75 Custom Size 32.517-35.510 +70.0 -110.0 +706 A10.0 +MO -110,0 +70,D -110.0 +700 A14.0 +70.0 .110.0 +70.0 -1007 +70.0 95.2 Standard PrcrAew 29,517-32:516 +70.0 -110.0 +Mu Alo,o +700 -iiao +7o,c -ilact Standard Prmiew 29-517-32,516 +70,0 -1100 +70,0 -110,0 +740 -110.0 +70.0 -110,0 +700 -110,0 +70,0 -100.8 +70,0 -101,6 +70.0 -96+1 Custom Size 70.517.29.510 +70-0 -110-0 +70.0 -110,0 +70.0 -110.0 +70.0 -110-0 Custom Size 28.517-29,518 +70.0 -110,0 +700 -110.0 +70,0 -107.9 +70.0 .102.4 +70,0 -98,9 +70.0 -06.4 +M0 -96,4 +70.0 -96A Shortest 24.864-26.516 +70_D -110.0 +70,0 -11U-0 +70.0 -110,0 +700 -110.0 Shortest 24,864-26.516 +70.0 .1100 +70.0 -110.0 +70.0 -1046 +70.0 419,1 +70,6 -954 +760 -924 +70.0 -92.4 +70,0 -92A Equa{-Itte 38.517.41Z44 +70.0 110,0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Equal-lice 38.517-41.644 +70.0 -110,0 +70.0 •110.0 +70.0 -110,0 +700 -11p.0 +70.0 -110,0 +70.0 -t09.8 +70-0 •96.7 +700 -91.1 GLASS TYPES 9 THROUGH 64 Custom Size 35.517-38.516 +700 -110.0 +700 -110.0 +70.0 -1100 +70,6 .110.0 84 Custom Size 35.517-38..518 +70.0 A10-0 +70-0 .110,0 +70-0 -107.9 +70.0 '102.4 +70.0 -98.9 +70.0 -WA +70.0 •96.4 +70.0 -91-6 16 MAY NOT BE USED WITH StandardPrariew 33-864-35 516 +70.0 -1W,fl +700 -1W_of+70.0 -]10,0 +70.0 -1]00 StardardPrview 33,964-35,516 +70.0 -]100 +70,0 -11D.0 +700 -102.6 +70,0 -97,0 +70.4 •93.3 +70.0 -90.1 +70.0 -90.0 +70.0 M.0 J-CHANNEL OR INTEGRAL 9138 Tallest 41,644 +70.0 -110,0 +744 -1 0.0 +70.0 -110,0: +70.0 -110.0 91.76 Tallest 41.644 +70.0 -110.0 +700 -110.o 1+70.0 -]02.6 +70.4 -970 +700 -93.3 +70.0 -94.1 +70.0 I -90.0 1 +70.0 -90,0 0 FIN FRAMES SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11, SHEET 10 FOR ANCHOR GROUP AND QUANTITY, **MIN, SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 **MIN. SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 I t (APPLIES TO ANY HEIGHT 91-78"OR LESS) (APPLIES TO ANY HEIGHT 91.78"OR LESS) �! 77 Revision: 4, r'°� C) SASH HEIGHT CORRECTION. . ` AK - 03/10/20 N0. 5 P,7t,a NOTES: / [ �' - _ Description: Drawn t3�r 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. - � � �����t� 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI "` ATE Crl N.VENICE,FL 34275 je i -h= (941)4SD-1600 77tfe: Dote: : ; :`f . 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. SINGLE HUNG WINDOW INSTALLATION - LM 05/1.5/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN /ls >' i .��4 Series/Mod®!: scale: Sheet Drawing No. Rev. ON THE TABLE. A.LYNII�C�R,P.E. P,E.# LL W REGISTRATION#29296 S H-5500 NTS 7 OF 13 M D-S H5500-01 C TABLE 9: FOR ANCHOR GROUP D,TABLE 10,SHEET 9 MAY BE USED. Anchor Quantities Re ulred for Artchtx Group A Anchor Group B Anchor Group C Anchor Anchor 18'Wide 24'Wide 32"Wide 36"Wtd9 4W Aide 4T Wide 52-118'Wide 18'Wide 24"Wide 32'Wide W Wide 40'Aide 4W Wide 52-118'Wide Ur Wide 24'Wide 32"Wide 36"Wide 40"Wide 48'Wide 52-118"Wide Max.Anchor O.C.Spacing far Group E Group F "Through-FraPne"Installation Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamh Jamb Jamb .lamb Jamb Ja b. Jamb Jamb Jamb Jamb 'Integra Fin"InsfaEla4on _ _ _ Glaca Typea Bottom Sash ro it or it n: Or 0: o^ � 0: pWy � .0:. _� �. �. �_ o: � � �^ �- or yy � .,or � cr a: at tr W 71r q: yy a � pw �d 22 L n `d 2 2 2 L .2 N 2 2 T2 E 4 2 9 2 2 2 22 '2 d ' .E ,G 5,6,T&8 Cleactiphrn for gluon Sash Height y d a o m a m a m m m a m - Reimf.Lo5ro1 Range Window Range(m) $ a w 8 x .$ ' $ "m $ $ 'S $ a $ $ E $ B a R1 Height Shown a m a CO a m a m ¢ m ¢ m ¢ m a m ¢ m a m ¢ m ¢ m a m ¢ m ¢ m ¢ m a ra a oa a m ¢ m ¢ m 23.5 Equal-Ide 11..394 1 2 1 12 1 1 2 2 1 2 2 1 2 2 1 2 2 i 2 2 1 Standard Catiage 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 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 28 Equalade _ 11.583-14,516 1 2 1 1 2 1 1 2- 2 1 2 2 1 2 2 t 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 i 2 2 1 2 2. Standard Protiew 11,377-1i:5B2 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 Collage 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 1 2 2 1 2 2 1 2 2 V 375 Equa1411e 17.617-20,967 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 11.377-14,516 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 ? 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 $516 om 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 rd Cottage 23.517.26.516 2 3 1 2 3 # 21. 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 44ud4ile 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 rd ProAee 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 om 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 ortest 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 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 llest 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 i 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 rd 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 uei-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 ! 2 2 3 2 2 3 2 2 3 2 48 rd 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— -2 3 i- 2 3 2 2 3 .2 2 3 2 2 om 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 om 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 2 3 2 2 3 2 2 3 2 2 c ortest 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 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Tell 33208.37536 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 �1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 rd 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 uafa!le 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 1 2 2 3 2 2 3 2 2 3 2 m amStze 20.517-23.516 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-tµ 3 2�- 2�-3�2 23 2 2 3� 2 V2 3 2 2 49625 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 1 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 1 3 2 2 -3 �2 -2 _3 _2.,. 2 3 2 2 3W 2W 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 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 26.517-31,516- 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.PmWer 23.517-26.516 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 3 3 1 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 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 Cuslan 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 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 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 Z 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 Custom Size 13.017-14..516 4 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 4 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 A 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 1 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 t 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 Equal-lita 35,517-39 516 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 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 75 Custom 81Ze... 32,517-35.516 3.,3�...1 -,.3,.3".,1_.3 N3_2 3. 3 Z... 3 w..,_3....2_ .3-3...._2.a.. a,.,3 w.2. ...3.....3..1 3 ..3..;..w3 .3,..�.2"3 _3 2 3.,..3 2 3.�.3-.r.2_ 3!,.3 2 3 3w.»1 ._3...3mm_' ._3.. 3.. 2 3 3 3 2 3 3 2 3 3 2 3 3 2 Standard 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 1 3 2 3 3 1 2 3 1 3 2 3 3 2 3 3 2 Custom Size 26,517-29-516 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 2 4 3 1 4 3 1 4 3 2. 4 3 2 4 3 2 4 3 2h- 2 .V.... - Shodest 25,516-26.510 4 3 1 4 3 i 4 3 2 4 -3 2 4 3 2 4 3 2 4 E 3 3 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 4 3 2 4 3 2Equal4ite 38.517-41.644 3 4 i 3 4 t 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 3 4 1 3 4 1 3 4 2 3 4 ' Z 3 4 2 3 4 284 Custom Size 35517-38.516 4 3 1 4 3 1 4 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 4 3 2 4 3. 2 4 3 2 4 3 1 4 3 1 4 3 2 4 3 24 3 2 4 3 2Standard Proicw 33.81a-35.516 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 2 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 291,78 Tallest 41644 4 4 1 4 4 1 4 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 24 4 Z2SEE 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) A t3 n r Revision: Ars, Fp. C) NO CHANGES THIS SHEET. NOTES: AK - 03/10/20 Na, 'Fj?i) 1)USE THE ABOVE 'ANCHOR QUANTITIES REQUIRED......:..."TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. = - Descripfion: Drown By: 2)USE THE ABOVE "MAX.ANCHOR O.C. SPACING..........-TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. Fl.34275 VENICE,1070TECHNOLOGY DRIVE ANCHOR QUANTITY TABLE J ROSOWSKI �L��, 3)FRAME DIMENSIONS ARE.BUCK."MR"=MEETING RAIL. = ` t,"p�= t N. Trtle: Date: 1 t F _,fa 0 (941}480-1600 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 1"° ` �1 ;°� SINGLE HUNG WINDOW INSTALLATION LM 05/15/15 ��1 - 3"�: ' Series/Alodel: Scale: Sheet. Drawing No. Rev. 5)REFER TO TABLES 2 8r 3,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS, A.LYNfY MIL'dA P.E. S H-5500 NTS 8 OF 13 M D-S H5500-01 C P.E.9 58705 REGISTRATION M296 TABLE 10: Anchor Quantities Required for Anchor Group B Anchor Group C Anchor Group D Anchor 9 18"Wide 24'Wide 32'Wide 26'Wide 40'VWde 48"Wide 52-118"WWe 18"Wide 24'Wide 32"Wide 36'Wide 40'Wide 48'Wide 52-118°Wide 18°Wide 24'Wide 32"W€de 3E Wide 40'Wide 48'Wide 52-10 Wide Max.Anchor O.C.Spacing for Grate F "Through-Frame"Installation b Jamb Jamb Jamb - Jamb Jamb Jamb Jamb MJamb Jamb Jamb Jamb Jamb Jamb Jamb ,lamb Jamb Jamh Jamh Jamh Jamb "Integral-Fin"Installation 4- Glass Types Bottom Sash i� a Zr X a k; rr x t t w t W ffi M i cr 31 a m z 1a w 2 o= t7 rr m ti rr o: m m >a o:6,7&a Descn iron tar hen Sash Hei ht y ` c a r r g ` ' ` t' .s. •� Z 2 •c :c x� g 2 c � 2 i p 9 6 w b M a �i m g m es m 2S ® fi iS m x m m a- m as m. 4i gr Reini`.Larel Renge VYindaw Ranee(in) 6 x ii S x x 6 x g x g g x b s a a s g- a 1 x g 3 x 3 r, r g 9g x g $ -Y g s a m a m a m n m .n a m n -RZ Height Shavn ¢ m ¢ m ¢ m ¢ m ¢ m ¢ m ¢ m ¢ m ¢ ¢ ¢ ¢ m ¢ m ¢ as ¢ m ¢ m ¢ m ¢ m ¢ m ¢ m 235 Egvai-€1!e 1T39d 1 2 1 1 2- 1 T 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 3 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 Pivdew 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 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 SlaiCotlage 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 EquaVMe 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 �StandartlProvievr 14.517-17,6113 �2- 1 2 � 2_J1 �2� 2�N2 -2�" 2 2���2 2�2.2�2�� 2 2••--2-�w2M �2�-2-,1 2m 2�1 µ2 2 2 2 2 2 2 2� 2� 2 2 ��2 2 2 2 —2 2 1 2 2 1 2 m2- 2 2­2 2 2 2 �i 2 -2- 2� 2 2. ShaAest 1T37T-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 - v-_^.,,,^€ T .^,._,_j—_T__j- ,_. i 3 1 1 3 1 1 3 _ 1 3 2 1 3 2 1 3 2 1 3 - Custom 5tze._._.wµ26.57-27.9582 2 TJ 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 2 3 2 2 3 2 2 3 2 2 3 2^ _me.µ -..._- — _...._.�.. _....e----..._....._„,..._.�_,- _..._ .. __- 2 3 1 2 3 i 2 3 2 2� ...�3 2 2 3 2 2 3 2 2 3 2 Standard Cot;ag@ 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 44 Egtial4ita 20.517-23.516 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 3 2 2 2 1 2 2 1 2 2 2 2 2 2. 2 2 2 2 2 2 2 2 2 SlandardPnxlew ---17.517.20,516 2 2 1 22 1 2 2 22- 2 -2 22 -2- 2�-2 2- -2 2� 2 2-p2 1� Y2 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 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 Egval4ite 20,517-26.516 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 48 Standard PrvNerr 17.517--2p.5i6 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 TZ 3 2 j 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 m 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 LustamSize 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��� - 1T377.12.516 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 2 2vW2 3u 2 -2 3 2 2�V32- 2 W3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 �3 2 2 3 2 2 P Tallest 33.208-37.5W 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 26,517-31207 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 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 Custom 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 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 x 49.625 $ Standard Prot4ew 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 Orstorn 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 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 36,517-41,W 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 i 2 2 4 2 2 4 2 2 4 2 2 4 1 2 k 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 4 2 3 3 1 3 3 1 3 3 2 3 Equal-0te 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 Pmmeevr 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 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 62 Custom 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 i 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 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 12 � 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 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 3 4 2 3 4 2 3 A 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 EqualJlte 35.517-38.516 3 3 1 3 3 1 3 3 2 3 3 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 Custom Size 32.517-35,516 3 3 1 3 3 1 3 3 2 3 3 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 Pi 29.517-32.516 3 3 1 3 3 1 3 3 2 3 3 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 Custom Size 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 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 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 38.517-41,644 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 3 3 4 1 3 4 1 3 4 2 3 4 2- 3 4 2 3 4 2 3 4 2 84 .Cs75tom51ze 35.517-38,516 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 A 3 2 4 3 2 4 3 1 A 3 1 A -3 2 k 3 2 A 3 2 4 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 StandardPrview 33818-35,516 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 1 a 3 1 4 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 4 3 2 4 3 2 4 3 2 9t.78 Telteul - 41.644 4 4 1 4 4 1 4 4 2 -4 4 2 4 4 2 4 4 2 4 4 2 4 4 j 1 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 1 2 4 4 1 2 SEE TABLES 6&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) ! 1 S 1 S E f t f l t Revislon; C) NO CHANGES THIS SHEET. NOTES_ AK - 03/10/20 1) USE THE ABOVE 'ANCHOR QUANTITIES REQUIRED.........."TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME, F „- at;f f 8=6ption: Drawn By 2)USE THE ABOVE"MAX ANCHOR O.C. SPACING.........."TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. / ! �"s �-- mm 10707ECHNOLOGY DRIVE ANCHOR QUANTITY TABLE J ROSOWSKI r N.VENICE,FL 34275 3) FRAME DIMENSIONS ARE BUCK-"MR"=MEETING RAIL. ,. f _~ Title: Date: k � (941}480-1600 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ° Series�Madel: Scale: Sheet: Drawing No. Rev: 5)REFER TO TABLES 2&3,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. 11.'l Y[+Jt `' SH-5500 NTS 9 OF 13 M D-SH5500-01 C P.E, ti705 REGISTRATION#�29296 TABLE 11: Anchor Quantities Required for Anchor Group B Anchor Group C Anchor Group D "Throw h•Frame"Installation 24'Wide 32"Wide 36'Wide 40'Wcde 48"Wide 52-118'Wide 54'WEde 24-Wide 3T Wide as-Wide 40"Wide 48"Wide 52-i18"Wide 5V Wide 24'Wide 32"Wide 36'Wltle 40"Kde 48"Wide 52.116'Wide 54-Wide 9 GLASS TYPES 9 THROUGH Ja�nh .torah .1amh Jamb Jamh J nark damh Jturlk Jamb Jartik Jamb Jamk Jamb Jamb Jamk Jamb .lamb Jamb Jemk ,tomb Jamk GlaeeTypas Bottom sash �. a �F .� �' �.' _ .�.. �_ ,,,ggg��� _ _.....W a: 1 q, q. _� a a. _ 18 MAY NOT 8E USED WITH +�' et 1 E i i i i i i z 2: i ; d x i r m x m 9.16 Description forgltren Sash Height m m m m > 7G y yof ix i - J-CHANNEL OR INTEGRAL } ? > c S .x a $ z a: x } o z } $ a. FIN FRAMES Reirsf.Level Range Window Range#la) $ 8 a° -cc $ d - $ v $ a, $ u $ m $ a, R3 Height Shorn Q m Q to ¢ ro ¢ m Q -C m Q W Q m Q m d m d m Q m 4 m d m 4 m Q m a m d m d m d m 4 m 23,5 Equar4ile 11,394 1 2 1 1 2 2 1 2 2 1 2 2 7 2 2 1 2 2 £ 2 2 1 2 4 1 2 2 1 Standard Cottage %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 Equer-lite 11,563-14.516 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 i 2 2 1 2 2 1 2 2 1 2 2 SfandordProvfew 11,377-11.582 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 SlendardCottage 20.958-23.516 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 i 2 2 1 3 2 1 3 2 1 3 2 3T375 Equal-lile 1T517-20,957 2 2 1 2 2 2 2 2 2 2 i 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 53datd ProNew 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 Shortest 11.377-14.516 2 2 i 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 A 2 1 4 2 1 A 2 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 Custom Size 26 517.2TS62 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 a 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 Starltlam Cottage -23.517- 66.516- 2 3 1 2 3 -2 2 3_-2 2 3 2 2 .3 2 2 4 W2 2 4 2 2 3 1 2 3 2 2 3 2 2 3 2 2 4 2 2w 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 Equal-file 20,517-23,516 2- 2 1 2 2 2 2 2 3 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 StondardProNew 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 1 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 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 l 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 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 SleodaudColtage 26,517-31.%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 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-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 46 StandardProdew 17,517-20:516 3 2 4 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 7 3 2 2 3 2 2 3 2 2 3 2 3 4 _ Shortest 44.37T-12.Si6 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 a 2 3 3 2 3 4 2 4 4 2 4 3 2 1 3 22 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 m 1 4 2 1 A 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 i 2 1 3 2 1 3 2 1 3 2 1 4 2 1 4 2 Tolle-S 33.208-37,536 1 3 ?, _ 3_ �, �_».., y,»....,... ....., ____..___,....._...._mm._._.... ___._ _.._. ._ ___. _ _. ._.._. __._ _. .._. --___. __..........., _._ _.._.. SimdardCat a 26.517-3a--207 2 3 1 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 3P 2 2 3 N2 2 3 2 2 4 2 2 ! 4 2 EgvaE4ite 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 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 1 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 Standard Proiiew 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 1. 3 3 3 3 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3� 3 custom S1ze 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 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 A 2 3 4 a 4 A 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 '. 2 3 4 2 3 3 2 1 3 2 2 3 2 2 3 2 3 4 2 3 A- 2 A A 2 A 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Tallest 36,517-41,64A 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 3 2 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 3 3 3 1 3 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 4 2 Egvalaile 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 4 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 3 3 3 Standard Promew 23,517-26.516 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 A 3 4 4 4 4 4 4 3 3 4 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 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 Custom Size 1T517-20,516 3 2 1 3 2 2 3 2 2 3 2 2 4 3 3 4 3 3 q 3 4 3 2 1 3 2 2 4 2 2 4 3 3 4 3 3 5 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 _ ..�__� .... _d...__.e_.........._d_..., _._.....__ _.. -- .._.. _._ ......_..._.._. __ ..__. ._.. .. _ .. .... __ _ _� ..,... ... _ _ _ _ Cuslnm size 14.517-17.516 4 2 1 4 2 2 4 2 2 -4-1 2 2 4 2 3 4 l 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 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 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 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 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 Equal4ite 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 Cu51am 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 Standad Pnniew 29,511-32516 3 3 1 1 3 3 1 2 3 3 2 4 3 2 4 4 3 4 4 3 4 4 3 3 3 1 3 3 2 1 4 4 2 4 4 3 4 5 3 4 5 4 4 5 4 3 1 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 -3 3 3 3 3 Custom Size F25.516 517-29.516 4 3 1 4 3 2 4 3 2 4 -3 2 4 3 t34 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 34 3 3 Shortest -26.516 4 3 1 4 3 2 4 4 3 2 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 517-41,644 3 4 1 3 4 2 3 4 4 2 4 5 73 4 5 3 3 4 i 3 4 2 4 4 2 4 5 3 4 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 84 Custom Size 517•38 516 4 3 1 4 3 2 4 4- 4 2 4 4 3 4 4 3 4 3 1 4 4 2 4 4 2 4 4 2 4 5 3 5 5 4 4 5 4 4 3 1 a s 2 4 3 2 A 3 2 4 3 2 4 4 3 A 4 3 Stadard Prover6183 1 4 3 2 4 4 3 2 4 4 3 4 4 3 4 3 1 4 3 2 4 3 2 4 A 2 4 4 3 4 4 3 5 5 4 4 3 1 4 3 l 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 91,78 Tallest -41.644 4 4 1 4 4 2 4 412 4 4 2 4 4 3 4 6 3 4 5 3 4 4 1 4 4 2 a 4 2 4 4 2 4 5 3 4 5 3 5 5 4 4 4 1 4 4 2 4 4 2 4 4 2 4 4 2 4 4 2 4 0. 3 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) ....... F C) NO CHANGES THIS SHEET. Description: Drawn By: NOTES: 1070 TECHNOLOGY DRIVE ANCHOR QUANTITY TABLE J ROSOWSKI _ 15 � N.VENICE,FL 34275 Date: 1)FRAME DIMENSIONS ARE BUCK. MR -MEETING RAIL. '•- .� i �� (941}480-160U rove. SINGLE HUNG. WINDOW INSTALLATION - LM 05/15/15 w 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 6`?o '... tL Series/Model: Scale: Sheet: Drawing No, 11�C 3)REFER TO TABLES 2, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A EYNNIMI�-I-W}�.E. SH-5500 NT5 10 OF 13 MD-SH5500-01 P.E.#58705 REGISTRATION#292� 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"-�� i I 625" J-CHANNEL FRAME 625" FLANGE FRAME FIN FRAME EQUAL LEG FRAME 1.375" HEAD/JAMB HEAD/JAMB 1.375" HEADIJAMB HEADIJAMB 23 LIGHT SASH ` 25 HD SASH REINFORCEMENT �REINFORCEMENT 3.483" �-{ 070" -r-��- 1.182" �- 3.483" - 3.483" 3,483" _ _ _ 070" --4r-- 162"-� 1.036" 1.041"-*- ,062" -� .062" .062" .791„ .130" Q VV 2.444" j 1.331" �- 1.340 2.444 2.444" `{ 2.444" STANDARD HD MEETING IL 26 MEETING BALL REINFORCEMENT Q ❑ REINFORCEMENT �U� Q ��C�C�� ����C��❑ C� �=L 625" 5 J-CHANNEL 625" 6 FLANGE 1.375" 7 FIN FRAME 8 EQUAL LEG UUU 1.375" FRAME SILL FRAME SILL SILL FRAME SILT. 1.872" 1.641" �) 1.215" r - 2.100" 1.472" 1.630" -� 1.376" 2.176" .065" ---¢�- � A65" �-�-� 1.375" / .974 -5 590" ---- .471" .590. .347" 355" '050" .050"035" �.070" --�� 1.231" k-�-.. -...-..�� 1.000" �+�---- � .060" � .070" � I SASH LIFT RAIL LIFT RAIL BEVELED 14 BEVELED FIXED SASH RAIL 16 BASH RAIL 17 COVER E 18 SCREW CO VER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK 22INTERLOCK COVER t}ii61t31fd 7� Revision: 316"$64" .300" _ ° C) NO CHANGES THIS SHEET- .175" �'� �4�rrj�,,J �,' 1� AK - 03/10/20 _ 754" .750" N o, 5�"-05 025" -� � ® Description: Drawn E " LAMI IG EXTRUDED ROLLE f.: `:� �[ 1070 TECHNOLOGY DRiVE WINDOW EXTRUSIONS J ROSOWSKI 72 BEADING 80 SCREEN FRAME 81 SCREEN FRAME '. " T�r`a N.VENICE,FL34275 {941}480-1600 rDe' Rafe: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Series/Modek Scale: Sheet Drawing No. Rev: A.LYNN MILLER,P.E. SH-5500 NTS 11 OF 13 MD-SH5500-01 C P.E.#58705 REGISTRATION#29296 SILICONE #AN MELT BUTYL TABLE 12: TABLE 12,CONT.: STRUCT Bill of Material Bill of Material, cent. SILI STRUCTURAL 3116"NOM. # Part.# Description Material # Part# Descri tion Material POLYISOBUTYLENE 1/4 NOM, TH 1 620101 Single Hung Frame Head &Jambs-J-Channel PVC 45 720197 Auto Lock Mechanism p C.Steel WITH bESICCANT DESICTH 2 620102 Single Hung Frame Head & Jambs- Flange PVC 46 720198&9 Sweep Lock Cast Zinc EXT. GLASS EXT. GLA 3 620103 Single Hung Frame Head & Jambs- Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc 4 620104 Single Hung Frame Head & Jambs- Equal Leg/Box PVC 48 76X1180PTX #6 x 1-10 Ph. FH SDS (Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame Sill -J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SHIDH Frame Sill - Flange PVC 50 ?76X34PPA #6 x 3/4" PH. PH SDS (Keeper Screw) SS INT. GLASS .GLASS 7 620107 SH/DH Frame Sill -Fin PVC 51 420181 UR Beveled Tilt Latch Corner Key PVC 8 620108 SH/DH Frame Sill - Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Corner Key PVC KODISPACE SUPER 14 620131 Fixed Meeting Rail PVC 53 7634PHFL ##6 x 3/4" Ph. FH SDS (Corner Key Screw) SS 76 4SG TPS 77 SPACER@ NXTTM 16 620129 Sash Rail (Sides, Top& Bottom) PVC 54 420183 Tilt Latch PVC �- 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash StoptScrew Cover PVC 56 720207 1" Tilt Latch Spring SS ALUMINUM 19 620156 Pull Rail Interlock 6005 T5 Al 57 420186 Plastic Tilt Latch Finger Pull PVC REINFORCEMENT POLYISO- —DESICCANT FILL AREA 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tift Latch Finger Pull Cast Zinc BUTYLENE 21 620157 Beveled Interlock 6005 T5 Al 59 420180 Pivot Bar Comer Key PVC 5/16"NOM. SEAL_ 5/18"NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS BUTYL& SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Handle Cast Zinc DESICCANT- ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cast Znc FOAM STAINLESS STEE 26 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 65 7834FPT #8 x 3/4" Ph. FH SDS (Pull Handle Screw) SS EXT.GLASS 27 620154 HD Meeting Rail Reinforcement 6005 T5 Al 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip, .187" x .279' Fin Pile 67 ?7858B #t8 x 5/8" Ph. FH SMS (Strike Plate Screw) S5 31 6Q300 Weetherstrip, .190"x .300" Foam Bulb Flex PVC 72 720135 Lami I.G. Bead PVC 32 61719 Weatherstrip, .187"x .229' PolyPile 74 Backbedding, GE 7700 or Dow 791 or Dow 983 Silicone INT. GLASS INT. GLASS 33 61825 Weatherstrip Plug, .220" Finseal 75 71646N Setting Block (7/8" x 1" x 1/8"), 85+/_5 duro. EPDM TM 35 78X1MM #8 x 1" Ph. PH SDS (Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 7a DURASEALR� 7s XL EDGE 36 78)GTHPX #8 x 3" Ph. PH SMS (Meeting Rail Screw) 410 SS 81 61011 Roll-Farmed Screen Frame Alum SPACER SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 Al 82 7CKGLB21 Screen Corner Key fbr Extruded Frame X4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720>00= Constant Force Balance 84 47041 Screen Corner Key without Pull Ring X2 PVC 41 #8 x 314" Ph. FH SMS (Con. Force Balance Screw) SS 85 7CASPM Tension Spring S5 42 Spiral Balance 86 61816C48 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 61635/61614 _140" Screen Spline(Machine/Hand Rolled) Vinyl 44 78X114FPAX #8 x 1-1/4" Ph. FH SMS (Spiral Balance Screw) 410 SS Part# Description Material 76 Kommerling 4SG TPS Spacer System 77 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for ,.V ��, ReWsTon: 78 Quanex Duraseal Spacer C) ADDED BACKBEDDING. Materials e q 79 Cardinal.XL Edge Spacer b ; AK - 03/10/20 REFERENCE TEST REPORTS: FTL-8717,8968&8970 t� -- Drown By: -----_ Asscripfion: 3 L) a tl1070TECHNOLOGYDRtvE BILL OF MATERIAL (BOM) J ROSOWSKI = c N.VENICE,FL 34275 �°f ti Title: Date: '. �h; °• i�,._; f.... (941)460-1600 NOTES: r';.; t ',� SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. i t?�! !ti i t ' 5erie�/Adodef: Scale: Sheet. Drawing No. Raw 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, A.LYNN MILLER,P.E. S H-5500 NTS 12 OF 13 1 MD-S H 5500-01 C P.E.#58705 REGISTRATION#29296 OPT.SWEEP LOCK 46 48 OPT.AUTO LOCK 18 47 00 za 57 OR 58 i m 4$ 85 51 OR(52 i O i i 45 1 i 5g i i OPT.PULL RAIL - ` I 22 82 OR 84 19 INTERLOCK& COVER 56 0 87 86 i 35 i OPT. 1 i BEVELED MITERED FRAME WITH i i 21 INTERLOCK i'•,, --INTERIOR AND EXTERIOR 96 o &COVER FRAME WELDS O 18 i� E i 54 72 X4 72 X4 16 53 8 81 50 0 OR i i -- 14 ---- SCREEN Np OPT.PULL HANDLE 49 60 ASSEMBLY 64 WITH LATCH DETAILS 41 a 40 CONSTANT FARCE 65 — 16 $2 OR 83 _ BALANCE ---------- OR OPT. PULL 4a OR 43 42 43 SPIRAL BALANCE HANDLE 63 67 1 16 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS. 66 - 36 DETAILS EXTERIOR 53 38 59 ---------------------------- __ A7TgCHSS TO 5 BALANCE 53 .- ,`••'`--• �� 3, - ------ ----------- "._-_-_____ ---- FRAME Revision: ASSEMBLY DETAILS , � ��clr� � C) NO CHANGES THIS SHEET. �r . � `� AK - 03/10/20 F� Descriptlan: omwn By: EXTERIOR � 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI NOTES: C / ( w N.VENICE,FL 34275 Hate! f , %ATWkC (941}•480-1600 rltre: 1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ; ' •., y 1 .• '' � SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS tt 1 &5.OTHER FRAME TYPES APPLY. errJ{ 3}FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. �t7 {M t;�� Series/Made!: Scale. Sheet: OrawFng Na. Rer. 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.ONNMILL�I ,P.E. SH-5500 NTS 13 OF 13 MD-SH5500-01 C P.E.#58705 REGISTRATION#2929