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APPROVED, 20-0401.03 SH 5500
MIAMI•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/buildine 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 05/15/15, with revision C dated 03/10/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 17-0630.05 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 20-0401.03 Expiration Date: July 30, 2025 Approval Date: July 23, 2020 T7116120 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 En r f NOA No. 20- 401.0 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 5' 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°i Edition (2014) and FBC 6°i 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 Se (Submitted under NOA No. 15-0519.05) 11111a),f'ril'o C�)V_A,7_n Manuel Perez, P.E. Product Control Exa NOA No. 20-0 01.03 Expiration Date: July 30, 5 Approval Date: July 23, 2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) G. OTHERS 1. Notice of Acceptance No. 16-0714.03, issued to PGT Industries, Inc. for their Series "5500" PVC Single Hung Window - L.M.I. approved on 08/18/16 and expiring on 07/30/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, with revision C dated 03/10/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 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 Dowsi1791 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, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5' Edition (2014), dated 05115115, 08/29/17 and updated on 03/10/20 to the new FBC 7' Edition (2020), prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) Manuel Perez, P.E. Product Control Exa itrr NOA No. 20- 01.03 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® Xtrafm (SGXTn Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. 3. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. 4. Notice of Acceptance No. 18-1217.15, issued to ENERGI Fenestration Solutions USA, Inc., for their Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on 04/ 16/20. 5. Notice of Acceptance No. 18-1217.16, issued to ENERGI Fenestration Solutions USA, Inc., for their Performance Core Rigid PVC Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on 02/04/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6' Edition (2017) and the FBC 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 Exa F. r NOA No. 20- 0103 Expiration Date: July 30, 5 Approval Date: July 23, 2020 E - 4 ANCHORAGE EXAMPLE FOR .26-1/8" MAX. O,C. RADIUS -TOP HEADER (SIM. 12" MAX. FROM FOR ALL FRAME SEAM WINDOW TYPES) �/ B, SEE SHEET 3 / B, SEE �- -� 34" MAX. O.C. � _12" MAX. A, SEE F-- SHEET 3t SHEET 3 A, SEE I- SHEET 3 t j j 1 MAX. k I } / EQUALLY EQUALLY § 17-7/8" MAX. O.C. ANCHORS SPACED PER SPACED j TABLES 9-11 ANCHORS PER i I TABLES 9-11 f / O I — li 84" ' t MAX. X I 4 10" MAX. O.C. BUCK HEIGHT - ---- .I EQUALLY 13-314" MAX. Q.C. EQUALLY SPACED I I SPACED ANCHORS PER I ANCHORS PER TABLES 9-11 I / A� TABLES 9-11 i t 6-1/2" MAX. ENO ANCHORS AT SILL B - �* SEE SILL WEEP- ��NOTCH B 54" MAX. BUCK WIDTH DETAILS, SHEET 3 ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN WITH EQUAL-LITE CONFIGURATION 54" MAX, BUCK WIDTH 30" 12" MAX. �I MAX. O.C. i I FIXED VISIBLE i i LIGHT WIDTH I 12 ' 1 I FIXED /VISIBLE LIGHT 17-7/8" MAX. O.C. HEIGHT i I 91.7. I O I I / MA) —I I BUC HEIG 10" MAX. O.C. X SASH 113-3/4" MAX. O.C. j VISIBLE ! �_ I LIGHT I HEIGHT I i A� $ 1 /2" MAX. ANCHORS AT SILL SASH VISIBLE SEE SILL WEEP- 1 ir_u-r 1nnnru """""'"-"'p" NOTCH DETAILS, ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH ORIEL/PROVIEW CONFIGURATION 21-5/8" MAX. Q.C. 10" MAX. FROM FRAME SEAM B, SEE _+ 30" MAX. Q.C. ��12" MAX. SHEET 3 If t A, SEE r- SHEET 3 t EQUALLY 1" SPACED ANCHORS PER < TABLES 9-11 iT EQUALLY SPACED ANCHORS PER TABLES 9-11 B j ij I / JL 17-7/8" MAX. O.C. ....,._... 62" ___j_ MA) BUC 10" HEIGI 13-3/4" MAX. O.C. �A %6-1/2" MAX. II i I / jj L.---•-- ----..--_---- f j NO ANCHORS AT SILL 54" MAX. BUCK WIDTHNOTCH SEE SILL WEEP- DETAILS SHEET 3 ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO 75" HEIGHT SEE TABLES 4-11 ULNEKAL NU I t5: 6LKIL6 55UU IMNAU I KL515 I AN 15INQiLL H_UN(a VVINUUVV 1) THIS PRODUCT HAS BEENDESIGNED& 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, INST- ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A, NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-7964 & 7966; ELCO ULTRACON NOA', DEWALT ULTRACON+ NOA;ELCOIDEWALT CRETEFLEX NOA; ELCOIDEWALTAGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ANSIIAF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7, 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4-8. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11. VERIFY THE 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 LEGIBOX). No, 5070a C ITITE OF 7� At A. I!Yf¢I4 MILLI EI'ej P.E. P.E.# 58705 I 1070 TECHNOLOGY URrVE N. VENICE, FL 34275 (941 )•480-1600 REGISTRATION #29296 ANCHORAGE EXAMPLE FOR ARCH -TOP HEADER (SIM, FOR ALL WINDOW TYPES) DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6-7 LARGE & SMALL MISSILE 1 IMPACT RESISTANT --� 52-118" MAX. BUCK WIDTH _ SEE SHEETS 1-1/4" D, SEE SHEET 4 C, SEE___ SHEET 4> I! I I I I ° I � a I I ; f 84" I { BUCK :. I HEIGHT .K AS SHOWN IT X € (91.78" MAX.) E I i I SEE ` SHEETS B&9 I 1 ° C D 1-1/4" SEE SILLINEEP- NOTCH DETAILS, SHEET 4 ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION ANCHORED THROUGH THE NAIL -FIN (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS GENERAL NOTES ............. ........ ............... __........ 1 ELEVATIONS ................................. .................. -.... 1 FRAME, GLASS & ANCHOR OPTIONS.................2 INSTALLATION, FLANGE & EQUAL LEGIBOX,....3 INSTALLATION, INTEGRAL FIN & J-CHANNEL... 4 GLAZING DETAILS.... .......... ..... - .... ............ ___ 5 DESIGN PRESSURES......_ .................................. 6-7 ANCHOR QUANTITIES ......................................... 8-10 EXTRUSION PROFILES ................................- .... -11 ASSEMBLY & PARTS LIST ................................... 12-13 CODES / STANDARDS USED: 0 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION • 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION • ASTM E1300-09 e ANSIIAF&PA NDS-2018 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2015 • AISI S100-16 e AISC 360-16 C) UPDATED TO FBC 2020, REVISED ANCHOR TYPE TABLE. AK - 03/10/20 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 Expiration Date: 7/30/2025 By:�''f1Grca` Miam" Dade Product 6olmtrol Description: urawn rry: GENERAL NOTES & ELEVATION J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 105/15/15 Series/Model: Scale: Sheet N: SH-5500 NTS 1 OF 13 Drawing MD-o. SH5500-01 lRec' TABLE 1: ALLOWABLE GLASS TYPES Glass Type Description (Listed from Exterior to Interior) Design Pressure Table # Sheet # 5 7/8" Laminated I.G.: 118" A Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Interayer 4,5 6 6 7/8" Laminated I.G.: 1/8" T Exterior Cap + 7/16" Air Space + 6/16" Laminated; (2) Lites of 1/8" A Glass with :090" PVB Interayer 4,6 6 7 7/8" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5/16" Laminated; (2) Lites of 118" A Glass with .090" PVB Intedayer 4,6 6 8 7/8" Laminated I.G.: 3116" T Exterior Cap + 34' 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.: 118" A Exterior Cap + 7116" Air Space + 5116" Laminated; (2) Lites of 1/8" H Glass with .090" SG Intedayer 7 7 10 7/8" Laminated I.G,: 118" T Exterior Cap + 7/16" Air Space + 5116" Laminated; (2) Lites of 118" H Glass with .090" SG Intedayer 7 7 11 7/8" Laminated I.G.: 3/16" A Exterior Cap + 3/8" Air Space + 5116" Laminated; (2) Lites of 1/8" H Glass with .090" SG Intedayer 7 7 12 7/8" Laminated I.G.: 3116" T Exterior Cap t 3/8" Air Space + 5/16" Laminated; (2) Lites of 1/8" H Glass with .090" SG Intedayer 7 7 13 7/8" Laminated I.G__ 118" A Exterior 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.: 1/6" T Exterior Cap + 5/16" Air Space + 7116" Laminated; (2) Lites of 3116" A Glass with .090" SG Intedayer 8 7 15 7/8" Laminated I.G.: 3/16" A Exterior 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 -i 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" SG Intedayer 7 7 TABLE 2: ALLOWABLE ANCHORS THROUGH THE FRAME Group Anchor Substrate Min. Edge. Distance thin. 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* 318" 0,050" Steel Stud; A653 Gr. 33* 318" 0,0451" (18 Ga.) Aluminum, 6063T5* 3/8" 0.0501' 3116" steel Ultracon or Ultracon+ P,T. Southern Pine (SG=0.55) 7/16" 1-318" Concrete (min. 3 ksi) 1" 1-3/8" 3/16" steel Ultracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 3/16" steel Ultracon+ Ungrouted CMU, (ASTM C-90) 1" 1-114" B #12 5MS (steel, 18 8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9116" 1-3/8" Steel, A36* 3/8" 0,050" Steel Stud, A653 Gr. 33* 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5* 3/8"' 0.063" 1/4" steel Ultracon or Ultracon+ P.T Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Cretellex P.T Southern Pine (SG=0.55) 1" 1-318" 1/4" steel Aggre-Gator P.T, Southern Pine (SG=0.55) 1" 1-3/8" 1/4" steel Ultracon Concrete (min. 2,85 ksi) 1" 1-3/4" Ungrouted CMU, (ASTM G90) 2-1/2" 1-114" C 114" steel Ultracon+ Concrete (min. 3 ksi) 1-3116" 1-3/4" Ungrouted CMU, (ASTM C-90) 1" 1-1/4" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" 1-3/4" 1/4" steel Ultracon Concrete (min. 2,85 ksi) 2-1/2" 1-3/4" 1/4" steel Ultracon+ Concreete (min, 3 ksi) 2-1/2" 1-3/4" 1/4" steel Ultracon+ Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" D 114" steel Creteflex Concrete (min. 3.35 ksi) 2-1/2" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 114" steel Aggre-Gator Concrete (min. 3.275 ksi) 1-1/2" 1-3/8" Grouted CMU, (ASTM C-90) 2" 2" TABLE 3: ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN Group Anchor Substrate Min. Edge Distance Min. Embedment* E 2-1/2" x .131" Go on Nail P.T_ Southern Pine (SG=-55) 3/8" 2-7116" 2-112" Ring -shank Roofing Nail P.T_ Southem Pine (SG=.55) 318" 2.7116" F #10 Truss head 5MS (steel, 18-8 S.S. or 410 5 5:) P.T_ Southern Pine (SG=.55) 112" 1-318" Aluminum, 6063-T5' 318" 0.050" Steel Stud, Gr. 33* 3f8" 0.0451" (16 Ga,) Steel, A36' 3/8" 0.050" (steel, #, SRAS or 4100 S: S. ) 8 S.S. P.T. Southern Pine (SG=.55) 9116" 1-318" Aluminum, 6063-T5' 318" 0 063 " Steel Stud, Gr. 33* 318" 0,050" Steel, A36* 318" 0,0501, * MIN. OF 3 THREADS BEYOND THE METAL. SUBSTRATE. UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. GLASS TYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN ® THE HVHZ ABOVE 30'. FIGURE C: FRAME SHAPES Frame Glass Frame Frame Types Options Configs. Shapes Installation Options that may be used (see Fig B) (see Table 1) (see Fig A) (see Fig C) ....into 2X Wood Frame/Buckstrip -sheet 3, option 1 Flange 5-16 Equal-Lite, OriellProNew Square/Rest., Arch Top & Through the frame ....into Concrete/CMU - sheet 3, option 2 ,,,.through 1X Buckstrip into Concrete/CMU - sheet 3, option 3 (#2) &Cottage Radius -Top of the window...... ..,_into Metal - sheet 3, option 4 ....into 2X Wood Frame/Buckstrip - sheet 3, option 1 Box / Equal-Lite, Square/Rect., Through the frame ....into Concrete/CMU -sheet 3, option 2 Equal -Leg (#4) 5 -16 OrieilProview & Cottage Arch -Top & Radius Top of the window..,... ....through 1X Buckstrip into Concrete/CMU -sheet 3, option 3 ....into Metal - sheet 3, option 4 Through the ....into 2X Woad Frame/Buckstrip - sheet 4, option 5 J-Channel Equal-Lite, Square/Rect., integral fin...... � ....into Metal -sheet 4, option 7 (#1) 5-8 OriellProview & Cottage Arch Tap & 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 FramelBuckstrip - sheet 4, option 5 Integral Fin Equal-Lite, Square/Rect ., integral fin...... �J ..,,into Metal -sheet 4, option 7 (#3) 5-8 OriellProview &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...... FIGURE A: FRAME CONFIGURATIONS d ORIEL EQUAL-LITE COTTAGE - BUCK WIDTH ---I BUCK WIDTH-+— ----I BUCK WIDTHf+_ 0 z Lu FU C7 = U U r _j U m ;u RADIUS -TOP ARCH -TOP RECTANGULAR WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-1 O. Ur` i`+%y er _zz NAL � Wes' � • �� A. L�I�h MILLE'RI P.E. P.E.# 58705 L NEW= offi-MR-4 ?= T11 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 REGISTRATION #29296 FIGURE B: FRAME TYPES "A" = ANNEALED "H" = HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. Material Min. Fy Min. F„ Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco/DeWalt Aggre-GatorO 57 ksi 96 ksi Elco UitraCoa 155 ksi 177 ksi 3/16" DeWalt UltraCon+0 117 ksi 1 164 ksi 1/4" DeWalt UltraCon+® 148 ksi 164 ksi 410 SS Elco/Dewalt CreleFlex(D 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi C) REVISED ANCHOR TYPE TABLE. AK -- 03/10/20 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 Expiration Date: 7/30/2025 By:4� Miam =Dade Produc�Go} trot Description: Drawn W. GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI Title: pate: SINGLE HUNG WINDOW INSTALLATION - LIM 105/15/15 /Alodel: Scale: Sheet: NoRev: 1DMr0wir3` SH-5500 NTS 2 OF 13 D-SH5500-01 I C INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. FLANGE FRAME SHOWN FIXED VISIBLE LIGHT HEIGHT BUCK HEIGHT SASH EXTERIOR VISIBLE mm� LIGHT HEIGHT OPT. 86 (2) 1" 81 31 30 INTERIOR WEEP NOTCHES AT 80 f EACH END. `. �, EDGE DISTANCE EMBEDMENT �V_t]Q 1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. OPT. SASH TOP LIFT RAIL FOR ALL WINDOWS: 1 ANCHOR @ 3.55" FROM END AND AT CENTER, FOR WINDOWS OVER 36" WIDE: ADD ADDITIONAL SCREWS @1.6-318" 35 FROM END. FOR WINDOWS WITH. BOTTOM LOCKS: ADD ADDITIONAL SCREWS @ 8_318" FROM END. EQUAL-LEG/SOX a ��[::n—=�Qj 1/4" MAX SHIM FRAME SHOWN .27" X 1.25" ° • • a . WEEPHOLE • y �° . ° " a NO ANCHORS W/COVER @ REQUIRED IN 2.87" 38 FROM a ° • y FLANGE OR EACH END- ` , • ° • EQUAL -LEG • FRAME SILLS VERTICAL SECTION B-B USE EITHER LATCH OR BOTTOM LOCK. TESTED UNIT LOCATION: 6-518" FROM SASH END INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. FLANGE FRAME NOTES: SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED 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, SASH VISIBLE TM LIGHT WIDTH EXTERIOR I& INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX SUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 1/4" MAX SHIM - (— EQUAL BUCK WIDTH LEGIBOX FRAME HORIZONTAL SECTION A -A SHOWN EMBEDMENT ° EDGE . " DISTANCE — TYP. ANCHOR •° TYPE, • • EMBEDMENT AND EDGE ` .° DISTANCE PER ' ` EDGE SUBSTRATE, • ° DISTANCE SEE TABLE 2, ` • a. SHEET 2. DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 2, SHEET 2. 1/4" MAX. SHIM FLANGE FRAME SHOWN 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPENING) IS MEASURED FROM ANCHORED THROUGH BEADING TO BEADING. FRAME INTO METAL 11}{tiltfi, VISIBLE LIGHT FORMULAS WIDTH @SASH: BUCK WIDTH - 6-1/2" @ FIXED LITE: BUCK WIDTH -4-3/8" HEIGHTEQUAL-LITER BUCK HEIGHT/2 - 3-15/16" #10 OR #12 STEEL SELF -DRILLING -- SMS (G5), SEE TABLE 2, SHEET 2. EXTERIOR 1 /4" MAX. SHIM EQUAL LEGIBOX FRAME SHOWN INSTALLATION rnD-rinni A ANCHORED THROUGH FRAME INTO METAL Rtevision:, C) NO CHANGES THIS SHEET. NO I �'3 1� AK - 03/10/20 " � h `" T 1070 TECHNOLOGY DRIVE 5 f i'L ,F N. VENICE, FL 34275 e A. LYNN MILLER, P.E. P,E,# 58705 REGISTRATION ##29296 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 ExRiration Date: 7/30/2025 By: �11 Miam V-Dade Produ'"O trot Description: Drawn W. FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI Title: Date: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Series/Model: Scats: Sheet: �DMrawing No. Rev SH-5500 NTS 3e OF 13 -SH5500--01 IC INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK- STRIP. SEE NOTE 2, THIS SHEET. J-CHANNEL FRAME ( SHOWN I FIXED VISIBLE LIGHT HEIGHT L........_...__...__.. BUCK HEIGHT EXTERIOR 86 OPT. (2) 1" INTERIOR' 81 WEEP NOTCHES AT 89 EACH END. INTEGRAL FIN FRAME SHOWN 27" X 1.25" WEEPHOLE 38 WIGOVER @ 2.87" FROM EACH END. i --- EMBEDMENT EDGE DISTANCE J INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X EMBEDMENT ini � WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 114" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (SCREW SHOWN) 1.1/4" MAX SHIM TYP. ANCHOR TYPE, EDGE _ EMBEDMENT AND EDGE DISTANCE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) 19 20 OPT. SASH TOP LIFT RAIL j FOR ALL WINDOWS: 1 ANCHOR @ 3.55" j 49 �$ FROM END AND AT 21 CENTER. I 22 FOR WINDOWS OVER 36" WIDE: ADD ADDITIONAL 45 46 47 SCREWS @16-318" 35 FROM END. FOR WINDOWS WITH 6 BOTTOM LOCKS: ADD ADDITIONAL SCREWS @ 8-318" FROM END. SASH IISIBLE LIGHT 0GHT USE EITHER LATCH (SHOWN) 16 OR BOTTOM LOCK (SHEET 3). 30 65 63 TESTED UNIT LOCATION: 6-518" FROM SASH END. NO ANCHORS REQUIRED IN FRAME SILLS IF ANCHORING THROUGH FRAME. 1 /4" MAX SHIM I TYP. ANCHOR TYPE; _"`^- �`_=_ EDGE DISTANCE EMBEDMENT AND EDGE T !DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. .-I EMBEDMENT (SCREW SHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D-D ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, THIS SHEET. BALANCE -YPE VARIES WITH SASH WEIGHT INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. SASH VISIBLE LIGHT WIDTH EXTERIOR FIXED VISIBLE J-CHANNEL LIGHT WIDTH FRAME 1 NOTES: SHOWN — - BUCK WIDTH 1) USE ONLY HORIZONTAL SECTION C-C SUBSTRATE -APPROPRIATE _ -T -- ANCHORS LISTED ON TABLES 2 & 3 OF SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY 1I4" MAX. INSTALLATION OPTION SHOWN MAY SHIM BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER. 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. VISIBLE LIGHT FORMULAS WIDTH @SASH: BUCK WIDTH-6-1/2" @ FIXED LITE: BUCK WIDTH - 4-318" HEIGHT (EQUAL-LITE) BUCK HEIGHT/2 - 3-15116" INTEGRAL FIN FRAME SHOWN _r3 a '3 4 F 1'`ltl 1i�1}1 A. LYNN MILLER, P.E. P.E.# 58705 REM IF, FINI'iNoNY, I I— EDGE DISTANCE EMBEDMENT I TYP. ANCHOR TYPE, INTEGRAL EMBEDMENT AND EDGE FIN DISTANCE PER SUBSTRATE, FRAME SEE TABLE 3, SHEET 2. SHOWN (NAIL SHOWN) FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES. TABLES 2 & 3. SHEET 2, #10 OR #12 STEEL - SELF -DRILLING - SMS (G5), SEE TABLES 2 & 3, SHEET 2. INSTALLATION OPTION 7 ANCHORED THROUGH IN' CMPAl PIM IMTn NIFTA1 I ALSO FOR DADE-APPROVED MULLION I FIN AND/OR FLANGE REMOVED IN -FIELD 1/4" MAX. SHIM EXTERIOR INSTALLATION OPTION 8 ANCHORED THROUGH FRAME INTO METAL (INTEGRAL FINIFLANGE REMOVED) 1070 TECHNOLOGY DRIVE N. VENICE, F"L 34275 (941)-480-1640 REGISTRATION #29296 Revision: C) REVISED DADE MULLION NOTE. AK - 03/10/20 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 Ex iration Date: 7/30/2025 By��G� Miamp-Dade Produc�-Go trol Description: crown rry: J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI rtle: Date: SINGLE HUNG WINDOW INSTALLATION - LM 105/15/15 /Model: Scale: Sheet: Drawing No. Rev SH-5500 I NTS 4 OF 13 1 MD-SH5500-01 1C 5/16" A/A PV 7/16" AIR SP 1/8" A G E 5/16" H/H S 7/16" AIR SP 1/8"TG aEX B 71$" NOM. ACE LASS XTERIOR 76-79 GLASS TYPE 5 G Ira" NO. ACE LASS— TERIOR 76-79 GLASS TYPE 10 5/16" A/A PVB 7/16" AIR SPA 1/8"TGL EX1 5/16" H/H S 3/8" AIR S 3/16"AG EX 7/8" NOM. + — GLASS TYPE 6 7!$" NOM. G PACE LASS TERIOR 76-79 GLASS TYPE 11 5116" A/A PVB — 318" AIRSPACE- 3/16" A GLASS - < ] EXTERIOR GLASS TYPE 7 718" NOM. 5/16" H/H SG -- 3/8" A]R SPACE 3/16" T GLASS EXTERIOR 76 79 GLASS TYPE 12 5116" A/A PVB------- 3/8" AIR SPACE-- 3/16" T GLASS- EXTERIOR 718" NOW GLASS TYPE 8 7!8" NOM, 7/16" A/A SG 5/16" A]R SPACE 1/8" A GLASS -- aEXTERIOR 76-79 GLASS TYPE 13 5/16" H/H SG 7/16" AIR SPA 1/8" A GL E) 7/16" A/A S 5/16" AIR SP 1/8(""TG ,r —1 7/8" NOM GLASS TYPE 9 7!$" NOM. G ACE LASS EXTERIOR 76-79 GLASS TYPE 14 — �— 7/8" NOM, I-4— 7/8" NOM. �- 7116" 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- 3116" T GLASS — HA WITH J-CNNEL OR — 72 74 p INTEGRAL FIN FRAMES EXTERIOR EXTERIOR GLASS TYPES 5, 7, 9, 11, 13 76-79 76-79 31 & 15 MAY NOT BE USED IN PRODUCT REVISED EXTERIOR 75 THE HVHZ ABOVE 30'. as complying with the Florida B GLASS TYPE 15 GLASS TYPE 16 Building Code NOA—No. 20-0401.03 38 30 Revision: Expiration Date: 7/30/2025 9 y .'F C) NO CHANGES THIS SHEET. By , z E— =� `�t� AK - 03110120 Miam Dade Product fio trot • GLAZING NOTES: R € " 5 s°i 0 " 'W = ANNEALED Description: Drown By TYP. GLAZING DETAIL "H" = HEAT STRENGTHENED �. � , 107oTECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI "T" = TEMPERED ® t f� . i N. VENICE. FL 34275 "PVB" = .090" TROSIFOL PVB BY KURARAY AMERICA, INC. Sff�'t� P T,{le; Date: "SG"=.090"SENTRYGLAS®BYKURARAYAMERICA,INC. k r fz . (18°'1600 SINGLE HUNG WINDOW INSTALLATION - LM 05115/15 FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. ,7 1 i j. SeriealModel: Stole: Sheet Druwlrr9 No. M A. LtllM MILLI RE. SH-5500 NTS 5 OF 13 MD-SH5500-01 P.E.# 58705 REGISTRATION #29296 TABLE 5: TABLE 4: Glass Types 5,6,7&8 Design Pressure, Ibse +i- 50.0 Roin[. Level R1 For all window & sash sizes SEE TABLE 9, SHEET 8 FOR ANCHOR GROUP AND QUANTITY. H HT SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5, 6,7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Glass Type 5 Bottom Sash Deocrfptlan for ghen Range M Window Height Shawn Sash Height Range (0) Design Pressure, Ibslitz Relnf. Love! R2 Window Buck Width (in) up to 48 52.125 23,5 Equal -Ole 11,394 +65,0 -70.0 465,0 -70,0 Standard Cottage 14.517 - 15,870 +65.0 -70,0 +65.0 70,0 28 Equa"te 11.583 - 14,516 +65.0 70.0 +65..0 -711.0 Standard Pnnlew 11.377 - 11582 +65.0 -700 +65.0 4D.0 Tallest 23,517 - 25.286 +65.0 -70.0 +65,0 -7D,D Standard Cottage 20.958 - 23-516 +65.0 -70-0 +65.0 MD- 37.375 Equal -hie 17.517-20.957 +65.0 •70.0 +65,0 -70.0 Standard Pro+Aew 14.517 - 17,516 465,0 70,0 +6&0 -70,0 Shortest 11.377-14,516 +65,0 70.0 +65.0 -70,0 Tallest Custom Size 27.583-31:911 26.517 - 27.582 +65.0 +65.0 -70.0 70.0 +65.0 +65.0 -70.0 -700 Standard Cottage 23.517 - 26.516 +65.0 -70.0 +65.0 -70.0 44 Equal -Re 20.517 - 23.516 +65.0 -70.0 +65.0 -70.0 Standard ProAaw 11,517 - 20,516 +65.0 -70,0 +65,0 -70.0 Custom Size 14.617'- IT516 +65.0 -700 +65.0 700 Shortest 11,377 - 14.516 +65.0 -70.0 +65.0 -MD Tallest 31,583-35,911 +65.0 -70,0 +65.0 -70.0 Standard Cottage 26,517 - 31582 +65.0 -70.0 +65-0 -70.0 Equal -Hie 20,517-26,516 +65.0 -70.0 +650 -70.0 48 Standard Provlew 17.517 - 20.516 +65.0 -70.0 +65,0 -70.0 Custom Size 14.517 - 17.516 +65.0 -70.0- +65.0 -70,0 Custom Size 12,517 - 14,51E 165,0 .70.0 +6&0 .70,0 Shortest 11.377-12,516 +65.0 -70.0 +6510 -70.0 r Tallest 33208-37.536 +65.0 -70.0 +65.0 -70.0 z, Standard Cottage Equal -I to 26.517 - 33.207 23,517 - 26.516 +65.0 +65.0 -70,0 .70,0 +65.0 +65.0 -70.0 -70,0 m 49,625 Custom Size 20,517 - 23,516 +65.0 -70,0 +65_0 -70,0 0 3 StandardProv(ew Custom Size 1T517-20,51E 14,517 - 17,516 +65.0 +65A -70.0 -700 +650 +65.0 -700 -700 Custom Size 12,517 - 14.516 +650 -70.0 +65.0 -70.0 Shortest 11,377 - 12,516 +05.0 -700 +65.0 -70.0 Tallest 36.517 -41 644 +65.0 .700 +65.0 •70.0 Standant Cottage 31.517 - 36.516 +65.0 -70.0 +65.0 -70.0 62 Equal -Ate 26 517 - 31.516 +65.0 -70.0 +65.0 -70-0 Standard Proview 23,617.26.516 +65.0 -70.0 +65.0 40.0 Custom Size 20.517 - 23.516 +65.0 -70,0 +65.0 -70.0 Custom Size 17,517 - M516 +65.0 -700 +65.0 -70.0 Custom Size 14,517 - 17516 +65,0 •7D,0 +65.0 �66.1 Custom Size 13,017 - 14.516 +65.0 -70.0 +65.0 �67.3 Shortest 11.864 - 13.016 +65.0 -70.0 +65.0 -W5 Tatlest 39.517 - 41,644 +650 -70.0 +650 -70,0 Custom Size Equat-Ate 38.517-39.516 35.517 - 38.516 +65.0 +65,0 -70.0 -70.0 +65.0 +65.0 -70.0 -70.0 75 Custom Size 32.617-35516 +650 -70.0 +65.0 -70,0 StandardProaiew Custom Size Shortest 29.517-32.51E �26.5i7 - 29-516 24.864 - 20.516 +65.0 +65,0 +66.0 -70.0 -70.0 -70.0 +65,0 +65.0 +65.0 -70.0 -67.3 -66.5 Equal -He 38.517-41.644 +65,0 -70.0 +65.0 -7D:0 64 Custom Size 35.517 - 38,51E +65.0 -70,0 +65,0 -67,3 Standard Pro Aevv 33.864 - 35.516 +650 -70.0 +65.0 -6& 6 91.78 Toilest • - 41.644 +65.0 70.0 +fiSA f>6.5 SEE TABLE 10, SHEET 9 FOR ANCHOR GROUP AND QUANTITY. * MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 (APPLIES TO ANY HEIGHT 91.78",QR 4PA§), �y\ id4� Iw;i.tt� ,q fpdf No.53705 a f 'T .TF (JF : X Llit�f� MILL A. RE. P.E4 58705 TABLE 6: GlassType s 6,7&8 Design Pressure, IbsW +65.0 / -70.0 Rainf. Level R2 For all window and sash sizes SEE TABLE 10, SHEET 9 FOR ANCHOR GROUP AND QUANTITY. H HT SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) I ,rLCe-AT,, 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941}480-1600 REGISTRATION #29296 C) SASH HEIGHT CORRECTION. AK - 03/10/20 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 Expiration Date: 7/30/2025 By �rl r'r� Miam'-Dade Producr"o trot Description: urawn W. DESIGN PRESSURE TABLES J ROSOWSKI rifle: Dare: SINGLE HUNG WINDOW INSTALLATION - LIVI 105/15/15 Series/Model: Scale: Sheet; Drawing No. Rer. SH-5500 I NTS 6 OF 13 1 MD-SH5500-01 I C TARI P 7- Glass Typo 9.12, 15 & 16 Bottom Sash Description for given Range @ Window Height Shown Sash Height Range (in) Design Pressure, Ibslftx Relnf. t-evel 3 Window Buck Width (in) 'up to 40 48 52.125 54 23,5 Equal-lite 11.394 +70.0 -110,0 +70.0 -110.0 +700 .-110.0 +70.0 .116.6 Standard Cottage 14,517. 15,870 +70.0 -110.0 +70.0 •110.D +7D.0 -110.0 +70.0 -110.0 28 Equal -life 11,583-14.516 +70,0 -110.0 +70,0 -110+0 +700 -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 Tallest 23.517 - 25.266 +70.0 110.0 +70.0 -1100 +70-0 .110.0 +70.0 .110.0 Standard Collage 20958 - 23.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 37.376 Equal-lite 17,517.20,957 +70.0 -110.0 +70,0 -1100 +70,0 •110.0 +70.0 =109.0 Standard Preview 14,517- 17.510 +70.0 -110.0 +70-0 -110.0 +70.0 A10.0 +70.0 .110.0 Shortest 11,377-14516 +70.0 -110-0 +70.0 -110.0 +70.0 -1070 +70.0 -103.0 Tallest 27,583 - 31.911 +70,0 -110.0 +70-0 -99,0 +70.0 -93.0 +70.0 -90.0 Custom Size 26 517 - 27.562 +700 -110.0 +70.0 -1100 +700 -110.0 +70.0 •110.0 Standard Cottage 23.617 - 26.516 +70.0 -110.0 +70.0 A10.0 -170.0 -110.0 +70.0 .110.0 44 Equal -Ida 20,517.23,510 +70.0 •110.0 +70.0 -1100 +700 .110.0 +70.0 •110.0 Standard Prwew 17,517 - 20.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 .110.0 Custom Size 14.517 - 17.510 +70.0 -110.0 +70.0 -110.0 +70-0 -110.0 +70.0 -110.0 Shortest 11-377- 14.518 +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 +700 -99.0 +70.0 -93,0 +70.0 -900 Standard Cottage 26,617-31-682 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Equal -tile 20,517.26510 +70,0 -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 -110.0 48 StandardProiew 17,517-26.516 +70.0 -110.0 +70.0 -1%0 1 +70-0 -110-0 +70.0 -110,0 Custom Size 14.517-17.516 +700 -110.0 -+700 -1€0,0 +70.0 -110.0 +70,0 -110,0 Custom Size 12,517 - 14,616 +70.0 -116.0 +700 •110,0 +70.0 -110.0 +700 -110.0 Shottest 11,377- 12516 +700 .110_0 +70.0 -110.0 +70,0 •1100 +70.0 -110,0 zA Tallest 33,208-3T536 +700 1%0 +700 -99,0 +70A -93_D +70.0 -MD a: Standard Cottage M517 - 33,207 +700 .110.0 +70.0 -110,0 +70,0 •110.0 +70.0 -110.0 Equal -lice 21517.26.516 +70.0 -110,0 +70.0 -110,0 +70,0 -110.0 +700 -110,0 m 49,62.5 Custom Size 20517 - 23.516 +700 -110,0 +70.0 -110.0 +70.0 -110.0 +70.0 -11D-0 $ Standard Proiew 17,517 - 20,516 +70.0 -110.0 +70.0 -110_0 +70.0 -1100 +700 -1100 Custom Size 14,517-17.516 +70.0 -1100 +70.0 -110,0 +70.0 -1.10.0 +70,0 -€100 Custom Size 12.517-14.516 +70,0 -110-0 +70.0 -1 MO +70.0 -110_0 +700 -110.0 Shortest 11,377, 12.516 +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 -1 Mill +700 .110.0 +70.0 •110.0 Standard Cottage 31.517 - 36.516 +70.0 -110-0 +70.0 -110,0 +70A -110.0 +70_0 -110A EquaFlite 26,517 - 31.516 +70.0 -110.0 +70,0 -1 MO +70,0 -1100 +70.0 A10.0 Standard Proview 23,517-26.516 +70.0 -11R0 +700 -1 MO +70D -110.0 +70.0 •110.13 62 Custom Size 29.517 - 23.516 +70.0 -110.0 +70.0 -110,0 +70.0 -110.D +70.0 -110.0 Custom Size T�CustamSize.��-.14517-17,516 17-517-20.516 +70.0 +700 -1100 -1100 +70.0 +70-0 -110,0 -110.0 +70-0 +70.0-110q -110-0 +70.0 +70.0 -110-0 -110.0 Custom Size 13,017 - 14.516 +70,0 -110,0 +70 0 -110-0 +70,0 -110.0 +70.0 -110.0 Shortest 11,W4-13..010 +70,0 -110,D +70,0 -110.0 +70.0 -110.0 +70,0 -110.0 Tallest 39.517-41,644 +70,D -110,0 +70.0 -110.0 +70.0 A10.0 +70,0 -410.0 Custom Size 3a.517-39.516 +70,0 -110,0 +700 -1100 +70.0 -110,0 +70,0 -1100 Equal-€ite 35.517 - 38.516 +700 -110,0 *70.0 410.0 +70.0 -110.0 +70,0 410.0 75 Custom Size 32,517 • 35,516 +70.0 -1100 470,0 •11D_0 +70.0 •110,0 +70.0 •1100 StaldadPravew 29.517.32:516 +70.6 -110.0 +7D.0 -110,0 +70.0 -110.0 +70,0 -110.0 Custom Size 26 517. 29.516 +70.0 -110.0 +70.0 .110.0 +700 -110,0 +70.0 .110.0 Shortest 24.864 - 26.516 +70.0 -1100 +70,0 •110.0 +70.0 -110A +70.0 �110.0 Equal-Itte 38.517 - 41.644 +70.0 -110,0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 84 Custom Size 35,517 - 38.516 +70.0 -110.0 +700 -110.0 +70.0 -110,0 +70,0 -110.0 Standard Proriew 33.864 - 35 516 +70-0 •110,0 +700 -1100 r +70,0 -110,0 +70,0 -110.0 91,78 Tartest - 41,644 +70.0 4100 1 +700 -1100 +70.0 -110.0 +70.0 -110.0 SEE TABLE 11, SHEET 10 FOR ANCHOR GROUP AND QUANTITY. *" MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 (APPLIES TO ANY HEIGHT 91-78" OR LESS) NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. TABLE 8: Glass Type Bottom Sash z 13 & 14 Descripfors lcr ghven Sash Height Design Pressure Ibslft RON. Level Range @ Wind- Range (in) Window Buck Width (in) 3 Height Shaun 18 24 32 1361 40 48 62.125 1 54 23.5 Equal4le 11294 +70.0 .110.0 +70,0 .110.0 +70,0 .110.0 +70.0 -110.0 +710 .110.0 +70.0 -110,0 +700 •110.0 +70.0 .110.0 Standard Cottage 14,517 - 15.870 -700 •1100 +70.0 •110.0 +70.0 -110,0 +70.0 -110.0 +70.0 .1100 +70.0 -110.0 +70.0 -110.0 +700 -1100 28 Equal-lile 11.583-14.516 +70.0 -11D.0 +MD -110-0 +70.D .1100 +70.0 -1100 +70.D -110.0 +70.0 -110.0 +70,0 -110.0 +70.0 -1%0 Standard Preview 11,3T7 - 11.582 +70.0 -110..0 +70.0 -110.0 +700 -1%0 +70,0 •110.0 +70,0 •110.0 +70.0 -110.0 +70.0 -1100 +Mg •110 0 Tailest 21517 - 26.286 +700 -1100 +70.0 -110,0 +7D-0 -110.0 +700 -110.0 +70.0 -110.0 +70.0 -110.0 +10.0 -110.0 +70.0 -110.0 Standard Cottage 20958.23.516 +700 -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 +700 -110.0 37,375 Equal -lice 17.517 - 20,957 +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 -1W.0 Standard Promew 14.517 - 17.516 +70.0 -110-0 +700 -110,0 +70.0 -1100 +70.0 -110.0 +70-0 -110.0 +70.0 -110.0 +700 -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 -1%0 +70.0 -110-0 +70.0 -107.0 +70.0 -103,0 Tallest 27,583 - 31.911 +70D -110,0 +70,0 -110,0 +70,0 -110.0 +70,0 -110,0 +700 -1100 +70.0 799,0 +700 -93,0 +70.0 -90.0 Custom Size 26517.27,582 +70.0 -110.0 +700 -110.0 +70,0 -1100 +700 -1100 +70.0 -110.0 +700 -1100 +70,0 -1100 +70-0 -110,0 Standard Cottage 2&517 - 26.516 +70-0. -110.17 +70.0 -110D +70,0 AMC +70.0 -110.0 +70.0 -110.0 +70.0 -110,0 +70.0 -110.0 +70.0 -110,0 44 Equal-lite 20..517 - 23,516 +700 -1100 +700 -110.0 +70.0 -11D.0 +70.D -110.0 +70.D -110,0 +700 -110,0 +700 -1100 +700 -110,0 - StandardPrmiew 17,517-20516 +MC -110,D +70.0 -110-0 +70.0 -110.0 *70.0 -11010 +70,D -110,0 +70.0 A10.0 +70.0 -110.0 +70.0 -110-0 CustornSize 14.517 - 17.516 +700 -110.0 +700 AMD +700 -110.0 +70.0 -110.0 +70,0 -110,0 +70.0 -ilao +700 -110.0 +7o,a -110-0 Shortest 11,377.14.516 +70,0 -110.D +70.0 -1100 +70-0 -110A +70.0 -110.0 +70.0 -110-0 +70.0 410.0 +70-0 -107,0 +70.0 -103,0 Tailest 31,583-35.911 +70.0 -110,D +70.0 -1%0 +70,0 -110,0 +70D -110.0 -M,D -110.0 t70.0 -99,0 +10.0 -930 +700 -90,0 Standard Cottage 20,517 - 31.582 +70.0 --110.0 +70,0 -110.0 +70.0 -110.0 +70.0 -110.0 +700 •110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Equal -lice 20.517.26,516 +MO -1100 +70.0 -110.0 +70.0 -110.0 *70.0 -1100 +70.0 -1%0 +70.0 -110.0 +700 -110.0 +M0 -110.O 48 Standard Proview 17.517 - 20.510 +70.0 -IMO +70.0 -110-0 +70.0 -110.0 +700 -110.0 +7D 0 -1100 +70.0 -110.0 +70.0 -110.0 +700 -110.0 Custom Size 14.517-17.516 +700 -110.0 +70.0 -110,0 +70,0 -110.0 +70.0 -110.0 +70.0 -€10t1 +70.0 -110.0 +70.0 -110.0 +70,0 -110.0 Custom Size 12.517 - 14.516 +70.0 -110.0 +70.0 -110..D +700 -110,0 +70-0 .110,0 +70D -110.0 +70.0 -110.0 +700 -1100 +70,0 .110,0 Shortest 11,377 - 12.516 +70.0 -110.0 +700 -110.0' +70.0 -11D_O +70..0 -110,0 +70,0 410,0 +70.0 -110,0 +700 -110.0 +70,0 -1100 rA Tallest 33.208-37.536 +70,0 -110.0 +70.0 -110,0 +70,0 -110,0 +70.0 -1140 +700 -110,0 +70.0 -99.0 +70.0 -93.0 +70,0 -90,0 Standard Cottage 26.517 • 33,207 +70.0 •110.0 +70.0 -11D.0 +70.0 -110.0 +70,0 -110.0 +700 -110.D +70A -110.0 +700 -110 D +70_D -110,0 Equal -lice 23.517-26516 +76.0 AMD +70.0 -110.0 +70.0 •110.0 +70,0 .116,0 +70.0 410.0 +70.0 -110.0 +70.0 -1100 +70.0 •110.0 an 49.625 Custom Size 20,517 • 23.516 +70A -110.0 +70.0 410..0 +70.0 -1%0 +70.0 -1laD +70.0 -110,0 +70.0 -110.0 +70,0 -110.0 +70,0 AMD $ Standard PrWe%v 1T517 • 20.516 +70.0 .110.0 +7D.0 -110,0 +7D.0 »110,0 +70,0 410,0 +70,0 410,0 +700 •110.0 +700 -110,0 +70,0 •110,0 Custom Size 14.517.17.516 +700 -110.0 +70,0 -110_6 +700 -1100 +700 -110,0 +70,0 -110,0 +70A -110.0 +70,0 -110A +70,0 -110,0 Custom Size 12,517-14-516 +70-0 -1100 +70.0 -110.0 +70,0 -110.0 +70-0 -110,0 +70,0 -1100 +70-0 -110,0 +700 410-0 +70,0 -110.0 Shortest 11.377-12.510 +70n -110.0 +70.0 .-110.0 +700 -110,0 +70.0 -1 MO +700 -11p.0 +70.0 -110.0 +700 -110.0 +70L -110.0 Tallest 36,517.41644 +70.0 -110.0 +70.0 -1100 +70,0 -110,0 +70.0 -11D.0 +70.0 -110,0 +700 -1100 +70.0 -110.0 +70.0 -1053 Standard Cottage 31,517 - 36.516 +70.0 -110.0 +700 -110.0 +70.0 A100 +70..0 -1100 +70.0 410.0 +70,0 -110-0 +70.0 -108.5 +70D -103.0 62 Equal -lice - .StandardProiew Custom .Size 20.517 - 31,516 23,517 - 26,516 20,517 - 23,516 +700 +70,0 +70.0 -110.0 -110.0 -11D.0 +70,0 +70.0 +70.0 -1100 .110.0 -110-0 +700 +70,0 +700 -110+0 -110,0 -110.0 +70.0 +70,0 +70.0 -110.0 -110.0 -1100 +70-0 +7D.0 +70,0 -110..0 -110,0 -110+0 +70-0 +70,0 +70.0 -110.0 -1100 -110,0 +70.0 +700 +70.0 -107.9 -110.0 -110.0 +700 +70.0 +70,0 -102A -1052 -1D7,0 Custom Size 17,517 - 20516 +70,0 -110,0 +70,0 -110 o +70,0 -110.0 +70.0 -1100 +70,0 -110.D +70,0 -110 0 +70.0 .110,0 +70D -log it Custom Size 14.517 - 17.516 +70.0 -1100 +70.0 -110,0 +700 -110.0 +700 1 -10B,D +700 -1026 +70.0 -1065 +7D.0 -100,5 +70,0 -10D,5 Custom Size 13,017 - 14,518 +700 A11)0 +70.0 -110.0 +70,0 -106.2 +70.0 -100.7 +70,0 -97.1 +70.0 -94A +70,0 -944 +70,0 -94A Shortest 11.864 - 13.016 *70.0 .110,1) +70.0 .110,0 +70.0 •102,6 +70,0 .97.0 +70-0 .93.3 +70.0 -93,1 +700 -9D.0 +70.0 •90.0 Tallest 39.517 - 41.644 +70.0 -110.0 +700 -IMG +76.0 -110A +7D0 -110-0 +700 -110.0 +70.0 -110.0 +70.0 -101.5 +70.0 •96,0 Custom Size 36.517>39,516 +70.0 -110.D +70.0 410.D +700 -1100 +70,0 -110.D +700 •110.0 +70.0 410.0 +70.0 -101.7 +70.0 -96.3 Equallite 35517-38.516 +700 •110b +70.0 -110.0 +70.0 •1100 +70.0 •1100 +70,0 A%0 +70.0 -110.0 +70,0 -100,4 +70.0 -95.0 75 Custom Size 32,517 - 35.518 +70.0 -1WO +70.0 -110.0 +70,0 •110,0 +70,0 -110.0 +700 -110.0 +700 -110.0 +70.0 -100.7 +700 -952 Standard Proiew 29-517 - 32,516 +.700 -110,0 +7D0 -110,0 +70-0 -110.0 +70,0 -110.0 +MD -110,0 4700 -109.8 +70.0 •101,6 +70.0 -96.1 Custom Size 26.517-29,510 +70.0 -110,0 +70.0 -110.0 +70.0 -107.9 +70.0 -102.4 +70,0 -98,9 +70.0 -96.4 +70.0 -96,.4 +70.0 -96A Shortest 24.864 - 26.516 +70-0 -1100 +70.0 -110.0 +70.0 -104.6 +70.0 -99,1 +70,0 -95.4 +700 -92.4 +700 -92.4 +70,0 -92A Equal-lite 38.517-41-644 +700 •110,0 +70.0 -110,0 +70,0 -110,0 +70.0 -110.0 +70.0 -110,0 +70.0 -109-8 +70.0 -96.7 +700 -91.1 64 Custom Size StandardProiew 35.517 - 38..516 33,864-35,516 +70.0 +70_0 -110.0 1 -110,0 +70,0 +700 -110,o -110,0 +70,0 +70.0 -107.9 -102,6 +70,0 +70,0 -102.4 -97,0 +70.0 +700 •08.9 .93-3 +70.0 +70.0 -KA -90.1 +70.0 +70,0 -WA 1 -90.0 +70.0 1 +70.0 -91.0 0-0 91.76 Tallest 1 41.544 1+70.0 -110.0 +70,0 -110.0 i +70,0 -€02,6 +700 -97.0 +700 -931 +70,0 -90.1 +70.0 -90,0 +70.0 -90,D SEE TABLE 11, SHEET 10 FOR ANCHOR GROUP AND QUANTITY. *' MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 t , (APPLIES TO ANY HEIGHT 9.1.78 OR LESS) Ia4 r i/ 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. y �• No, 587()ri 4. w ATE lti A, LYNR, P.E. P,E.# 58705 SECTION DETAIL FOR 1NiNflC�W� WITH LEVEL R3 REINFORCEMENT fL r'I ACS TYPI=.q Q_1R (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL CONFIGURATIONS) GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL 0 FIN FRAMES SASH HEIGHT PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 Expiration Date: 7/30/2025 C) SASH HEIGHT CORRECTION. By.�rr AK - 03/10,✓20 Miam' Dade Produc"o,,trot Description: Diuwn W. 1070TECHNOLOGY DRWE DESIGN PRESSURE TABLES J ROSOWSKI N. VENICE, FL 34275 (941}480-16aa Vffe. Date.. SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Series/Model: Scala: IshtOF gRevREGISTRATION#29296 SH-5500 NTS 13 M D-S H5500-01 Ic FOR ANCHOR GROUP D, TABLE 10, SHEET 9 MAY BE USED. TABLE 9: Anchor quantities Required for "Through Installation Anchor Group A Anchor Group B Anchor Group C €6 Wide 24' Wide 32" Wide 3F WWa 4G' Wide *r Wide 52-1f6- Wide €r Wide 24" Wide 32' Wide 36" Wide 40" Al 44" Wide 52-118" Wide 18' Wide 2d" Wide 32' Wide 36" Wide 40"Wide 48' Wide 52-118" Wide -Frame" Jamb � Jamb tt 2 a - s � m � Jamb rr 0 ¢ rr `¢ b m i Jamb a L a ? � � m � Jamb a � g a � � ¢ m it Jamb rz m > '¢� � 2 S' m � Jamb � m .�. .: e m it Jamb _� m - � g¢ �. S m i Jamb �. m � $¢ �_ d ce � Jamb t d m y '¢ �, � m � Jamb �, m } $¢ � � m � Jamb �- a ' '¢8 � `2 a ce !NJ V � Jamb � .,�- � � ¢ m Y Jamb s_ � ¢ m. � m W 1 Jamb � $ ¢ � t_ � m � Jamb ..� $ ¢ -�.- d orb, m � Jamb � G $ -r W «c 3 Co � Jamb m $ ¢ Z m � Jamb � ¢ _'d m � Jamb 8 ¢ m Jamb � ¢ � m Glass Types $, 6, 78, 8cdphdR Reinf. Level R1 BottonSash for giupn Range tg Windew Height Shawn Sash Height Range (in) a m � ¢ -a � m 23.5 Equal4ite 11,194 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 € 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 College 14,617- 15,$70 .1 2 1 t 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 Equal4de _ 11,583-14,516 �1 2 t 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 € 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 �'{ 2-�- 1 -1 2 2 1 2 2 1 2 2 1 2 2 1 2 2. Standard Pro�ew 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 •25.296 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 Z 1 2 1 1 2 1 t 2 2 1 2 2 t 2 2 1 2 2 1 2 2 Standard Cottage 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 € 2 2 t 2 2 1 2 2 1. 2 2 �1 2 1 € 2 1 1 2� -2- 1~--2 Z t 2 2 € 2 2 1 2 2 37.375 Equad-the 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 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 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Tall--t 27.583.31A11 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 t 3 2 1 3 2 1 3 2 Custom 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 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Standard Cottage 23.517- 26.516 2 3 1 2 3 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 Equal4he 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 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 Standard Prow Custom Size 17.517-20,516 14.51T-17.576 2 3 2 2 1 1 2 3 2 2€ 1 2 3 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 3 2 2 1 1 2 3 2 2 1 1 2 3 2 2 2 2 2 3 2' 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 3 2 2 1 1 2 3 2 2 1 1 2 3 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 3 2- 2 2 2 2 3 2 2 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 Tallest 31-583 - 35Al1 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 Standard Cartage 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 3 2 2 3 2 2 3 2 Equaldite 20.517-25,516 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 1 2 2 3 2 2 3 2 2 3 2 48 Standard Prvmew IT517.20.516 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 Z 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 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 G Shortest 11 1 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 � TeAlest 39,206 - 37,536 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 Standard Cottage 26.517. 33.207 2. 3 1 2 3 1 2 3 2 2 3+ 2 2 3 2 2 3 2 2 3 2 2 3 1 2- 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Equal -lice 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 Z 3 2 2 3 2 m 49525 Custom Stze 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 C Standard ProAcw 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 3 Custom Size 14.517-17,516 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 Custon 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 l l 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 Equal4da 26517-3t,516 .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 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Standard.PraAex 23.517-26.516 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 E 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 Custom Size 20,517 - 23.516 17,517. 20.516 3 3 2 2 1 1 3 3 2 2 1 t 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2- 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 1 1 3 3 2 2 1 1 3 3 2 2 2. 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 -2 2 2 3 3 2 2 2 2 3 3 2 2 1 1 3 3 2 2 1 1 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 -2 2 3 3 2 2 2 2 3 3 2 2 2 2 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 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 Shortest 13.a17- 14.516 11,W4 - 13.016 4 4 2 2 1 1 4 4 2 2 1 1 4 4 2 2 2 2 4 4 2 2 2 2 4 4 2 2 2 2 4 4 2 2 2 2 4 4 2 2 3 3 4 4 2 2 1 1 4 4 2 2 1 1 4 4 2 2 2 2 4 4 2 2 i 2 2 4 4 2 2 2 2 4 4 2 2 2 2 _a 4 2 2 2 2 4 4 2 2 1 1 4 4 2 2 1 1 4 4 2 2 2 2 4 4 2 2 2 2 4 4 2 2 2 2 4 4 2 2 2 2 4 4 2 2 2 2 Tallest 39.$17-41,644 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 38.517.39.51E 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 i 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 75 Equal-ti[e Casten Slze 35.517.38,516 32,517 35 516 3 3 3 3 t 1 3 3 3 3 t 1 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 4 3 2 2 3 3 3 3 1 # 3 3 3 3 1 1 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 l 3 2 2 -3 3 3 3 1 1 3 3 3 3 1 1 3 3 3 3 2 2 3 3 3 3 2 i 2 3 3 3 3 2 2 3 3 3 3 2 2 3 3 3 3 2 2 Standard Proiiew 29-517-32,616 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 1 3 3 2 3 3 3 3 3 1 3 3 1 3 3 2 3 3 2 3 1 9 2 3 3 2 3 3 2 3 3 1 3 1 3 1 3 3 2 3 3 2 3 3 2 1 3 1 3 2 1 3 3 2 Custom Size .._.__,-_..._.-_.._. Shortest 26,517-29.516 ...,..�.__...._.__..-...-..._ 25,516-26.516 4 4 3 _.. 3 1 ._.._. 1 4 4 3 3 T ._._.. i 4 _...., A 3 3 2 ... 2 4 ___ 4 3 3 2 2 4 4 3 3 2 2 4 4 3 3 2 2 4 4 3 E .a 3 _3_ 4 - A 3 3 _ 1 - 4 -.A _ 3 3 i .' 4 .4 . 3 _3 2 ? 4 4 3 _-3 2 .-..� 4 _a_ 3 3.. 2 2 4 4 3 .3 2 .z ...4_ 4 3 - 3 ....z 2 4 .,4., 3 3 1 '.., 4 .4 .. 3 _3. 1 1 ,.._4 4 ... 3 a,,....� 2. .. 4 _.4 3 3.. 2 •. Z....4- 4 4 3 ,,..�........,4 3 2 2 4 4 3 3 2 2 -4 4 3 3 2 2 Equai44e 38.517-41-644 3 4 1 3 4 l 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' 2 3 4 2 3 4 4 2 84 CvstormSize 35.517»38.516 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 @ 4 4 3 4 3 1 4 3 1 4 3 2 4 3 2 4 3Pf 3. 2 4 3 2 4 3 1 4 3 1 4 3 2 A 3 2 4 3 2 4 3 T24 3 2 Standard Pro,4ew 33..818"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 3 2 4 3 2 4 3 1 4 3 1 4 3 2 A 3 2 4 3 2 4 3 32 9t.78 Tallest 41.644 4 4 1 4 4 1 4 4 2 4 4 2 4 4 2 4 4 2 4 4 3 4 4 T 4 1 4 1 4 4 2 4 4 2 4 4 4 2 4 4 2 4 4 1 4 4 1 4 4 2 4 4 2 4- 4 2 4 4 4 T SEE TABLE 4, SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE. *' MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 (APPLIES TO ANY HEIGHT 91.78" OR LESS) NOTES: 1) USE THE ABOVE 'ANCHOR QUANTITIES REQUIRED ............ TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE ABOVE "MAX. ANCHOR O.C. SPACING .......... "TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK. "MR" = MEETING RAIL. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5) REFER TO TABLES 2.& 3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS, -EN ref .r J 'TY e r �f , AL \ A. LYW u lii-*E P.E. P.E.# 58705 -,, I woal '14 rk:4TA11 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1800 REGISTRATION #29296 Max. Anchor O.C. Spacing far Anchor Group E Anchor Group F "Integral-Fln" Installation 161 4" C) NO CHANGES THIS SHEET. AK - 03/10/20 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 Ex@iration Date: 7/30/2025 By: Miamy Dade Produc O trot Deacripfion: Drawn By: ANCHOR QUANTITY TABLE J ROSOWSKI True: Da#e: SINGLE HUNG WINDOW INSTALLATION LM 05/15/15 /Model: Scale: Sheep Dratvfng No. Rev SH-5500 NTS 8 OF 13 MD-SH5500-01 IC TABLE 10: Anchor Quantities Required for "Through -Frame" Installation Anchor croup 8 Anchor Group C Anchor Group D 18' Wide 24' Wide 32" Wide 36" Wrde A{T' Wide 48' NAde 52.116" Wde 18" Witle 24' Wide 32' Witle 36" Wide 40" Wide 48" 4Wde 52.118- Wide 18" Wide 24' Wide 32" Wide 38" Wide 40' Wide 48' Wide 52-118° Wide ,lamb i x Jamh m ¢ m -5� gt x Somb w x Jamib fi _X Jam4 g iS x Jamb ffi g ffi x Jamb iu g ni z Jamb z Jamb is x Jnb tic[JI xadz S�nbmb 9 is Jamb ;, aY z Jamb t1 �t = Jamb o Jamb ar 4i x Jamb tt g ffi x Jamb 5S x Jamb c1 z Jamb st -Jamb S s Glaea Types t7einf. Laval RZ BrKtan Sash Description for hen 9 Range @ Window Height Shorn Soah Her ht g Range Cn) m ¢� z r, n m .c m P ¢ >r .c w m m i m $ A ¢ x a d rn .R ¢ m m m m ¢ < x i 4 m ¢ i 6 m m B ¢ i a b N m = m 9 ¢ a x § Yi m x g d ¢ a 1 - U m Cr m a a tt >_ U m x -g d ¢ m m x m 9 ¢ a m m .x d ¢ m x b m m rr W d ¢ m C3 m 3 4 a a a m 1 x II ¢ F m m m mI < ¢ m m z ¢ 'a 9 0 m d ¢ a i n m o iP -S d a o: m m 23,5 Equat-t]ta 11,394 1 2 t 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 i 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 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 EquakAe 11.583 - 14.515 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 PrcMwv 11.377 - 11,582 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Ta€lest 23.617-25.286 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 SlanderdCdtage 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 Z 2 1 2 2 1 2 2 37.375 Equa€ Ie Standard Proview iT.517-20.957 14.51T-17,516 2 2 2 2 1 1 2 2 2 ? 1 1 2: 2 2 2 2 2 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 2 2 2. 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 .2 2 2 2 2 2 Shortest 11.377 4.516 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 -.��Cu tom Size �.�.��26.6i7-.27.911 5822��5. 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 "i 3 .w_ . 2 _,..._ 2 3 2 2 3 2- 2 3 1 -,... 2 3 1 .--, 2 _._„„„.„. 3 2 „„.., 2 .,.,,.,.. 3 2 _.,..,..--,„,„..,._.... 2 3 2 „.„,„�.�....».,w 2 3 .2 1 ,...._ 2 3 w 3 2 __- 2 Standard Cottage 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 Equa44a StendanEPro 'W 20.517-23.51fi --17,517-20,516 2 2 2 2 1 1 2 2 2 -2 1 1 2 2 2 2 2 2 2 2� 2 2- 2 2 2 2 2 2 2 _2. 2 2� 2 �2 2 2 2 2 2 -2 2 �2 2 ` 2- 2 2 1 1� 2 n2 2 2 1 1 2 2 2 2 2 2 2 2 2 2� 2- 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 1 1 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2- 2 2 2 2 Custom Size 14,517-17.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Shortest 11.371- 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 48 Equal4ite Standard ProNew 20.517 - 26.516 17.517.20.576 2 3 3 2 1 1 2 3 3 2 1 1 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 1 1 2 3 3 2 1 1 2 3 3 2 2 2 2 3 3 2 2 i 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 1 1 2 3 3 2 1 1 2 3 3 2. 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 i 3 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 Custom Size Shartast.�� 12 617-14.516 - 1T,377.12,616 3 3 2 2 1 1 3 3 2 2 1 1 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 1 1 3 3 2 2m 1 1 3 3 2 2 2 �2 3 3 2 2 2 2 3 3 2 2 2 2T 3 3 2 2 2 2 3 ^3 2 2 2 2 3 3 2 2 1 1 3 3 2 2 1 1 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 �3 2 �2 2 2 3 3 2 2 2 2 Tallest Standard Cottage 33.208 - 37,536 26,517.33.207 1 2 3 3 1 1 1 2 3 3 1 1 1 2 3 3 2 2 1 2 3 3 2 2 1 2 3 3 2 2 1 2 3 3 2 2 1 2 3 3 2 2 1 2 3 3 1 1 1 2 3 3 1 1 1 2 3 3 2 2 1 2 3 3 2 2 1 2 3 2 1 3 2 1 4 2 2 1 2 3 3 1 1 1 2 3 3 1 1 1 2 3 3 2 2 1 Z 3 3 2 2 1 2 3 3 2 2 1 2 3 3 2 2 1 2 3 3 2 2 Egtlat4ite 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 4.9,625 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 Z 2 3 2 2 3 2 2 G Standard PrNew 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 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 - 41.6A4 2 A 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 i 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 4 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Equai4ite 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 PraAev+ 23.517 - 26.516 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 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 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 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size i7,517-20-516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 i 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( 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 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 A 2 2 4 2 2 4 2 2 4 2 2 Shortest 11864 .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 39.517.41.044 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 a 2 3 4 2 3 4 1 3 4 1 3 4 2 3 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 Equal4lte 35.517 - 38.516 3 3. 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 4 2 3 4 3 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 75 Custom Size 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 1 3 3 1 1 3 3 2 3 3; 2 3 3 2 3 3 2 3 1 4 3 3 3 1 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 2 StandardProvdew 29.517 32.516 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 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 1 3 2 3 3 2 Custom Size 26.517-29,516 4 3 1 4 3 1 4 3 1 2 1 4 3 2 4 3 2 1 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 1 3 2 4 3 1 2 Shortest 25,516-26.516 4 3 1 1 4 3 1 4 3 1 2 1 4 3 2 4 3 2 1 4 3 1 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 A 3 1 4 3 1 4 3 2 A 3 2 A 3 2 A 3 2 A 3 2 Equatdite 38.517-41,644 3 4 1 3 4 1 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 Custom Size 35,517-38516 4 3 1 4 3 1 4 ff24 3 2 4 3 2 4 3 2 4 3 2 4 3 1 4 3 i 4 34StandardProHew 33.818-35.516 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 1 4 3 1 4 391.78 Tebest '- 41644 4 4 1 4 4 1 4 4 2 A A 2 4 4 2 4 4 2 4 4 i 1 A A 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 2 SEE TABLES 5 &.6, SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE. "'" MIN. SASH HEIGHT T WINDOW BUCK HEIGHT - 50.136 (APPLIES TO ANY HEIGHT 91.78" OR LESS) NOTES: 1) USE THE ABOVE ANCHOR QUANTITIES REQUIRED..........." TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE ABOVE "MAX. ANCHOR O.C. SPACING.........." TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK. "MR" T 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. cll�lilEflfP/ffi. '1Wv r NO, 50 4 w " LYli�i P.E. 6705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941}480-9600 REGISTRATION #29296 Anchor Max. AnchcrO.C.Spacing for G,WF "Integrll Fin" lnstaEladon 4' C) NO CHANGES THIS SHEET. AK - 03/10/20 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 EPacRiration Date: 7/30/2025 Miami Dade Produc 6o,ntrol O�aription: Urawn i . ANCHOR QUANTITY TABLE J ROSOWSKI VUe: Date: SINGLE HUNG WINDOW INSTALLATION - LM 105/15/15 /Model: Scale: I Sheet- Drawing No. Rev: SH-5500 I NTS 9 OF 13 1 MD-SH5500-01 I C TABLE 11 Anchor Ruantft€es Required for "Through -Frame" Installation Anchor Group B Anchor Group C AmW Group D 24' Wide 32' Wide 36" W de 40' M e 48' Wide. 52-116" Wide 54" VI de 24" Wida 32 W de 3E Whta 4D" Wida 48 WWe 52-i18 Wide 54" Wida 24" Wida 32 VYWa 3b" Wltle 40 SM17de 46" Wide 52-11B' Wde 54" Wide Jamb lamb iRainf. If Jamb ¢ m m Jamb c � m _Atmmffi1.--- Jamb .� $ ¢ �.- d m Jamb �_ $ ¢ of m Jamb .,of $ ¢ m Jamb ..� m } m Jamb rc � ' $¢ m x Jumb ¢ Wm g m Jamb a a: m x Jamb m o: ¢ m x Jamb 7c Jamb xP bx ¢ m Jamb m m > $¢ m x. Jffinb tr of > b $a m .lamb K ar > S ¢ m x$R3 Jamb a f ¢ m Jmnb mX m Jamb W ¢ m Jamb cc ¢ m GlacaTypos 8-16 Level Bottom Sash Descrilion for hen 9 Range @ Window Height Shown Sash H htz-° �9 Range tin) o: ¢ 9 m iz x ¢ W m 23.5 Equal -Ile 11,394 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 £ 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 1 -1 2 r 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Standard Cottage 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 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 26 Equal-lite 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 12 2 1StandardPrawiew 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 1 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Tailed 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 V 2 1 1 2 2 1 2 2 1 2 2 1 3 2 1 3 2 7 3 2 SiundardCottage 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 1 2 1 2 1 2 2 1 2 2 1 3 2 1 3 2 1 3 2 3T375 Equal4ile 17.517-20,967 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 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 53andeFd Protiraw 14:517 - 17.516 11A77-14.516 2 2 2 21 1 2 2 2 2 2 _.2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 2 3 2 3 2 3 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 Z2 2 2 2 2 2 3 2 3 3 2 3 3 2 3 3 2 2 3 2 2 2 12 1 2 2, 2 T2 2 2 2 2 2 2 2 2 2 2Shaalest 2 2 T2 m2 2 .2._ Tllest 2T583-31.911 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 4. 3 2 Custom Size Standard Cottage 26.517.27:582 �23-517-26.516� 2 2 3 3 1 1 2 2 3 3 2 2 2 2 3 0.3_ 2 -2 2 2 3 3 2 2 2 2 4 -3 2 2 2 2 4 4 2 2 2 2 4 4- 2 2 2 2 3 3 1 -1 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 4 4 2 2 2 2 4 4 2 3 2 2 4 4 2 2 3 2 3 3 1 1 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 _2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 44 Equal -tile 20,617 - 23,516 7 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 StandardProoiew custom Size 17.517-20,516 14.517-17.516 2 3 2 2 1 1 2 3 2 2 2 2 2 3 2 ? 2 2 2 3 2 2 2 2 2 & 3 2 3 3 2 3 3 3 3 3 2 3 3 3 3 2 3 3 2 2 t 1 2 3 2 2 2 2 2 3 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 3 3 2 2 1 1 2 3 2 2 2 2 2 3 2 2 2 2 2 —31— 2 2 2 2 3 2 2 2 2 2 3 3 2 2 2 2 3 3 1 2 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 3 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 Tritest 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 Standard Cottage 26,517-31.562 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 -lice 20,517-26.516 2 3 1 2 3 2 2 3 2 2 3 2 2 3 3 2 4 3 2 4 3 2 3 1 2 3 2 2 3 2 2 3 2 3 4 3 3 -4 3 3 4 3 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 48 Standard Proview IT517-20:616 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 T 3 3 2 3 3 3 CuslamSize Custom Size 14.517-17.510 12517-14.516 3 3 2 2 1 1 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 3 3 3 3 3 2 2 1 1 3 3 2 2 2 2 3 3 2 2 2 2- 3 3 2 2 2 2 3 3 3 2 3 3 3 4 3 3 3 4 3 A 3 3 4 3 4 3 2 2 1 1 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2. 2 2 3 3 2 2 2 2 3 3 2 2 3 3 3 3 2 2 3 3 c Shortest i1,37T - 12.5IS 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 1 2 3 3 2 3 3 2 1 3 2 2 3 2 2 3 2 3 3 2 3 4 2 4 4 2 4 3 2 1 3 2' 2 3- 2 2 3 2 2 3 2 2 3 2 3 3 2 3 m Tallest SSerldaNCott a 33208 - 37.536 2fi.517-33207 1 2 3 3 ? 1 2 3 .2 1 --- 2 4 3 2 2 1 2 4 4 2 .�.. 2 1 __._ ? 4 .._.__ 4 2 .___ 2 1 ....._., 2 4 .__....._.�._ 4 2 3 1 _..,_ 2 4 ___... 5 2 1 ___.. ...... 3 2 3# _...._. 3 _ 1 1 _. 2 4 ....,_ 3 2 ....._ 2 1 _. 2 4 .._. 4 2 ... 2 1 ...... 2 4 ..... 4 2 ......... 2 1 .... 2 .5 5 2 3 1 2 5 5 2 3 1 2 5 ...... 5 2 1 .._._ __.......... 3 2 3 3 1 1 1 2 3 3 E 2 2 1 2 3 3� 2 2 1 2� 3 3-µ2 2 1 2 3 u3 2 u22� 1 4 4 2 2 1 24 4 2 2 EqueNite 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 StandaN Pmliew 20-517-23.516 1 17,517 -20..516 3 3 2 2 1 1 3 3 2 2 2 2 3 3 2 2 2 2 3 3 3 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 1 1 3 3 2 2 2 2 3 3 3 2 2 2 3 3 3 3 2 2 3 3 3 3 3 3 3 3 4 3 3 3 3 3 4 3 3 3 4 3 2. ? 1 1 3 3 ? 2 2 2 3 3� ? 2 2 2 3 3 2 2- 2 2 3 W3 3 - 2 2 2 3 3 3 3 2 3 3 3 3 3 3 —3- 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 i 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 2E32 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 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Shortest 11.377 - 12.556 3 2 1 3 2 2 3 2 2 3 2 2 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 - 41344 2 4 1 2 4 2 2 4 2 2 4 2 2 5 3 2 5 3 2� 4 4 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 Standard Cottage 31.517-36.516 3 3 1 3 3 2 3 3 2 3 4 2 3 4 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 Equaiaile 26.517 - 31,516 3 3 1 3 3 2 3 3 2 3 3 2 3 4 3 3 4 3 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 $ 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 Praciew 23517 - 26.516 3 3 1 3 3 2 3 3 2 3 3 2 3 3 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 Custom Size 20.511-23.556 3 2 1 3 2 2 3 2 2 3 3 2 4 33 3 4 3 3 3 i 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 Custom Size 17.517 - 20.516 14,517-17,516 3 4 2 2 1 1 3 4 2 2 2 2 3 4 2 2 2 2 3 4 2 i 2 2 2 4 4 33 223 3 4 3 4 3 2 1 3 4 2 2 2 2 4 4 2 2 2 2 4 4 3 2 3 2 4 4 3 3 3 3 5 5 3 3 4 4 5 5 3 3 4 3 4 4 2 2 1 1 3 4 2 2 2 2 3 4 2 2 2 2 3 4 2 2 2 2 3 4 2 2 3 2 3 A 3 2 3 3 3 4 3 2Custom 3 Size 13,017 - 14,516 4 2 1 4 2 2 4 2 2 4 2 2 4 22 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 1 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 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 fi 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 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 -Me 35.517 - 38,516 3 3 1 3 3 2 3 A 2 3 4 2 3 5 3 3 5 3 3 5 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 Custom 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 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 Provew. 29.517 - 32.516 3 3 1 3 3 2 3 3 2 4 3 2 4 4 3 4 4 3 4 4 3 1 3 3 2 4 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 3 3 3 3 3 3 3 3 Custom Size 26-517-29.516 4 3 1 4 3 2 4 3 2 4 3 2 4 3 3 4 4 3 4 4 t34 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 A 3 3 A 3 3 Shortest 25.616 . 26,516 4 3 1 4 3 2 4 3 2 4 3 2 4 3 3 4, 3 3 4 3 3 1 4 3 2 4 3 2 4 3 2 4 3 3 4 4 3 5 4 4 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 3 Equaldite 38,517.41,644 3 4 1 3 4 2 3 4 2 4 4 2 4 5 3 4 5 3 4 5 4 1 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 35.517 - 38 576 4 3 1 4 3 2 4 3 2 A' 4 2k 4 3 4 5 3 4 4 3 1 4- 4 2 4 4 2- 4 4 2 4 5 3 5 5 4 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 PruHew 33.816-35.516 4 3 1 4 3 2 4 3 2 4 3 2 4 4 3 A A 3 4 4 3 1 4 3 2 4 3 2 4 4 2 4 4 3 4 4 3 5 5 4 4 3 1 4 3 j 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 91.76 Tiliest `- 41.644 4 4 1 4 4 2 4 4 2 4 4 2 A A 3 4 5 3 4 5 3 4 4 1 -0 4 2 4 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 4 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 9138" OR LESS) 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. f � 'A-- F A. LYNNIM14ERS E. P.E:# 58705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941}480-1600 REGISTRATION #29296 Revision: C) NO CHANGES THIS SHEET AK - 03/10/20 GLASS TYPES 9 THRpUGH 16 MAY NOT BE USED WITH ,I -CHANNEL OR INTEGRAL ® FIN FRAMES PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 Expiration Date: 7/30/2025 By: Y � MiamDade Produco trot 1 t fii Description: unawn W. ANCHOR QUANTITY TABLE J ROSOWSKI Title: Date: SINGLE HUNG WINDOW INSTALLATION - LM 105/15/15 /Model: Scaet: SH-5500 Nale: ShT5 10 OF 13IDMm""Ding-SNO* H5500--01lReew 3,500" - - �• .062" 1.483" -625" J-CHANNEL FRAME •625" 1.375" C-9 HEAD/JAMB 3A83" -..-..� �-■ ,062" D � 2.444" 625" 5 J-CHANNEL .625' 1.375" a FRAME SILL 1.872" - 1.630" 7o ---- 1 1.231 " f �.-..-.. 14 FIXED MEETING RAIL ,864" J 72 LAMIIG BEADING -� 1.641" .,065�ii .375" -� 1.000" �--- 16 SASH RAIL -1 175" du.754" .035" 80 EXTRUDED SCREEN FRAME - 3.500" .062„ 20 FLANGE FRAME HEADIJAMB 3.483" .062" 6 FLANGE FRAME SILL d) 1.215" .974" .035" -)C' 17 BALANCE COVER .300" _ I__� L .750„ .025" - --f 81 ROLLED SCREEN FRAME 1.483" 1.375' j- 2.444" n� .355" 18 SASH STOP 1 SCREW COVER - 3, 500" .062" 1.483" �c000 3 FIN FRAME HEADIJAMB 2.444" 11 2.100" .590" �.q7q" 19 LIFT RAIL INTERLOCK - 3.500" ;:w -b-- .062" EQUAL LEG FRAME HEADIJAM B 1. 83" .070" .060j .715" p5" - �-�+-- LIGHT SASH 23 REINFORCEMENT - 3:483" -¢ --��-+..-.... .062" 2.444" Ir1E�IL-JU 8 EQUAL LEG FRAME SILL 2.176" ,b71 " 05q" t1'si6lttlli 20 LIFT RAIL INTERLOCK COVER E 4TEf`�i" (' III MOO A. LYNN MILLER, P.E. P,E.# 58705 1.472" -� .590" .a7d° 21 BEVELED INTERLOCK 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 {941}8 1600 REGISTRATION #29296 1:184" I --a- + - .070" .810" HD SASH 25 REINFORCEMENT 070" 1.182" - .070" 791" 1.036" 1.041" �T' .,�, LA 30" �j 1.331"1.340" STANDARD HD MEETING RAIL 26 MEETING.RAIL 27 REINFORCEMENT REINFORCEMENT .347" .050" 22 BEVELED 2 INTERLOCK COVER C) NO CHANGES THIS SHEET AK - 03/10/20 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 Ex iration Date: 7/30/2025 By�IG� z Miam Dade Produc"Oo trot 1 J Description: urawn by. - WINDOW EXTRUSIONS J ROSOWSKI rifle: Dafe: SINGLE HUNG WINDOW INSTALLATION - LNI 105/15/15 /Made!: Scale: sheaf: Drawing No. Rev. SH-5500 NTS 1 11 OF 13 1 MD-SH5500-01 C Bill of Material # Part # Description Material 1 620101 Single Hung Frame Head & Jambs - J-Channel PVC 2 620102 Single Hung Frame Head & Jambs - Flange PVC 3 620103 Single Hung Frame Head & Jambs - Fin PVC 4 620104 Single Hung Frame bead & Jambs - Equal Leg/Box PVC 5 620105 SH/DH Frame Sill - J-Channel PVC 6 620106 SHIDH Frame Sill - Flange PVC 7 620107 SH/DH Frame Sill - Fin PVC 8 620108 SHIDH Frame Sill - Equal LegiBox PVC 14 620131 Fixed Meeting Rail PVC 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620134 Balance Cover PVC 18 620133 Sash StoptScrew Cover PVC 19 620156 Pull Rail Interlock 6005 T5 Al 20 620144 Pull Rail Interlock Cover PVC 21 620157 Beveled Interlock 6005 T5 Al 22 620145 Beveled Interlock Cover PVC 23 620160 Light Sash Reinforcement 6063 76 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 Al 30 61644 Weatherstrip, .187" x .270" Fin Pile 31 6Q300 Weatherstrip, .190" x .300" Foam Bulb Flex PVC 32 61719 Weatherstrip, .187" x .22V PolyPile 33 61825 Weatherstrip Plug, .220" Finseal 35 78X1MTTT #8 x 1" Ph. PH SDS (Interlock Mounting Screw) 36 78)GTHPX #8 x 3" Ph. PH SMS (Meeting Rail Screw) 410 SS 37 71669SP Meeting Rail Screw Support Plate 6063 T6 Al 38 720210 Weep Hole Cover PVC 40 720X0000X Constant Force Balance 41 #8 x 3/4" Ph. FH SMS (Con. Force Balance Screw) SS 42 Spiral Balance 43 720205 Spiral Balance Shoe Nylon 44 78X114FPAX #8 x 1A/4" Ph. FH SMS (Spiral Balance Screw) 410 SS Part # Descripiion Material 76 Kommerling 4SG TPS Spacer System See this Sheet for 77 Quanex Super Spacer nXT with Hat Melt Butyl 78 Quanex Duraseal Spacer Materials 79 Cardinal XL Edge Spacer KLt-hKtNC:E I t51 KEI UK 15: F I L-t371 !, b9bb & 891U NOTES: TABLE 12. CONT.: Bill of Material, cont. # Part # Description Material 45 720197 Auto Lock Mechanism C Steel 46 720198&9 Sweep Lock Cast Zinc 47 720195&6 Auto Lock Cover Assembly Cast Zinc 48 76X1180PTX #6 x 1-118" Ph. FH SDS (Auto and Sweep Lock Screw) SS 49 720200 Auto and Sweep Lock Keeper Cast Zinc 50 ?76X34PPA #6 x 3/4" PH. PH SDS (Keeper Screw) SS 51 420181 UR Beveled Tilt Latch Comer Key PVC 52 420182 UR Pull Rail Tilt Latch Corner Key PVC 53 7634PHFL #& x 3/4" Ph. FH SDS (Comer Key Screw) SS 54 420183 Tilt Latch PVC 55 420184 Tilt Latch Retainer PVC 56 720207 1" Tilt Latch Spring SS 57 420186 Plastic Tilt Latch Finger Pull PVC 58 720192 Metal Tift Latch Finger Pull Cast Zinc 59 420180 Pivot Bar Comer Key PVC 60 720206 Pivot Bar SS 63 720191 Sash Pull Handle Cast Zinc 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc 65 7834FPT #8 x 3/4" Ph. FH SDS (Pull Handle Screw } SS 66 420188 Bottom Latch Strike Plate Cast Zinc 67 ?7858B #8 x 5/8" Ph. FH SMS (Strike Plate Screw) SS 72 720135 Lami I.G. Bead PVC 74 Backbedding, GE 7700 or Dow 791 or Dow 983 Silicone 75 71646N Setting Block (718" x 1" x 1/8"), 85 +/- 5 duro. EPDM 80 61012 Extruded Screen Frame Alum 81 61011 Roil -Farmed Screen Frame Alum 82 7CKGLB21 Screen Corner Key for Extruded Frame X4 PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 84 47041 Screen Corner Key without Pull Ring X 2 PVC 85 7CASPM Tension Spring SS 86 61816C48 Screen Cloth Fiberglass 87 61635/61614 _140" Screen Spline (Machine/Hand Rolled) Vinyl 1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. 2) ITEMS # 9-13, 15, 24, 28, 29, 34, 3% 61, 62, 69-71, & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. ,!0„1Pf}, ties ,,a tf 313�� Q ..'A litt llttl` A. LYNN MILLER, P.E. P.E.# 58705 SILICONE HOT -MELT BUTYL STRUCTURAL STRUCTURAL SILICONE: 3116" NOM. POLYISOBUTYLENE 1/4" NOM, FOAM WITH DESICCANT WITH bESIGGANT EXT. GLASS EXT. GLASS INT. GLASS INT. GLASS S KODISPACE SUPER 4SG TPS 77 SPACER@ NXTTm BUTYL & DESICCANT FOAM EXT. GLASS—% ALUMINUM REINFORCEMENT POLYISO- BUTYLENE- 5/16" NOM, SEAL ROLL -FORME STAINLESS STEE EXT. GLASS- INT. GLASS 78 DURASEAL@ 8 SPACER C) ADDED BACKBEDDING AK - 03/10/20 DESICCANT FILL AREA r-5/16" NOM. 79 XL EDGETM SPACER LICONE SEAL . GLASS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0401.03 Expiration Date.: 713012025 By- MiamlfDade Produc"o trol 1070TECHNOLOGYDRivE BILL OF MATERIAL (BOM) J ROSOWSKI N. VENICE, FL 34275 (941) 480-1600 rue: Pate: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 SerieslModef: Scare: I Sheet: Drawing No. I Rer. REGISTRATION#29296 SH-5500 NTS 12 OF 13 MD-SH5500-01 C OPT. SWEEP LOCK 38 40)OR(43 67 5 FRAME ASSEMBLY DETAILS 66 10 49 4 NOTES: EXTERIOR %s 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. 51 OR(52 i O OPT. PULL RAIL 19 INTERLOCK & COVER b _ Q MITERED FRAME WITH 16 INTERIOR AND EXTERIOR` i FRAME WELDS DCONSTANT FORCE 40 BALANCE OR :42)4D SPIRAL BALANCE 37 36 16 OPT. AUTO LOCK OPT, PULL HANDLE WITH LATCH SASH DETAILS OPT, PULL HANDLE 63 EXTERIOR C�> OPT. BEVELED INTERLOCK & COVER ASSEMBLY DETAILS 9 MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS. OR a1 OR 84 1 PRODUCT REVISED 53 as complying with the Florida Building Code NOA-No. 20-0401.03 k��� ° 'yr I p' / f//a Revision: ExRiration Date: 7/30/2025 ,N' �:� C) NO CHANGES THIS SHEET. By: • AK - 03/10/20 Miam Dade Produc"O trol - -a Oesariptlon: Drawn By. ry ) 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI %� ' •� (� N. VENICE, FL 34275 }480-1600 T7tle: (941 Date: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 s f 1 A ;e� Series/M-lel: Scale: Sf eet: Drawing Na. Rev A.°I�,�Nr�,#IILLI`,P.E. SH-5500 NTS 13 OF 13 MD-SH5500-01 C P.E.# 58705 REGISTRATION #,292l� .arrgcN�•� rO 8At,anrc,