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Home My WebLink AboutNOA SINGLE HUNG WINDOWSRECEIVED SCANNED, ' , LIAR 0 6 2010 BY FILE COPS '�'' Permitting Department MfAMMADE at Lucie Ost, i ucie c�ou&ADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION I T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mia►nidade.goy/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). i 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, land 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 05/15/151, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. , INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0630.05 MIAMFDADE COUNTY Expiration Date: July 30, 2020 o. ►� Approval Date: November 30, 2017 Y11/120/0 Page 1 PGT Industries, Inc. j NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519. 05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window installation - LM", sheets 1 through 13 of 13, dated 05115115, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and anlaluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale spacer system, Super Spacer® NXTT''x spacer system and XL EdgeT'' spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.1(i-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., TestReport No. FTL-7964, dated 11115/14, !signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.' 15-0519.05) 3. Test reports on: 1) Uniform! Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Vh 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. 15.7 9.05 Manuel Irerez P.E. Product Contro x iner NOA No. 17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i C. CALCULATIONS (CoNTEWMD) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (coNTnNDED) 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. 16L 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 09115116, expiring on 04/16/20. 5. Notice of Acceptance No.18-0712.05 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 51h Edition (2014) and FBC 6th Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No.,15-0519.05) 4. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0714.03) G. OTHERS 1. Notice of Acceptance No.1.6-0714.03, issued to PGT Industries, Inc. for their Series "5500" PVC Single Hung Window - L.M.I. approved on 08/18/16 and icing on 07/30/20. Man ere P.E. Product Cou rol E miner NOA No.-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-2 ANCHORAGE EXAMPLE FOR 28.1/8' MAX. O.C. RADIUS -TOP HEADER 12• MAX FROM (SIM. FORALL l FRAME SEAM B.SFF� WINDOW TYPES) SHEET B, SEE _,_ 30- MfiX O.C. ��_72�. MAX A,SEE r- SHEET 3i SHEET3 i I A, SEE ._ -1 SHEET3 EQUALLY I / SPACED ANCHORSPER / TABLES 9-11 D )II EQUALLY / SPACED / ANCHORSPER / TABLES 9-11 B - ENO ANCHORS AT SILL �+ 54- MAX BUCK WIDTH 1. EQUALLY 17-7/8• MAX. O.C. SPACED �— ANCHORSPER — TABLES 9-11 84" _ —� MAX IO" MAX. D.C. BUCK HEIGHT 13-3f4' MAX O.C. I12-MAX. SF� SILL WEEP - NOTCH DETAILS, SHEET EQUALLY SPACED ANCHORSPER TABLES 9.11 - 54, MAX BUCK WIDTH 30' MAX O.C. 12' MAX. FIXED VISIBLE LIGHT WIDTH 1 B, SEE SHEET j FIXED - I T A, SEE /VISIBLE LIGHT 17-7/8"MAX. O.C. SHEET3 HEIGHT EQUALLY 91.78' SPACED 0 MAX. ANCHORSPER BUCK TABLES 9-11 - _r HEIGHT 10' MAX. O.C. 4 11� MAX, D.C. EQUALLY SASH VISIBLE SPACED LIGHT ANCHORS PER / HEIGHT TABLES 9-11 A , 6-12" MAX SASH VISIBLE �SEESILLWEMX LIGHT WIDTH �1 NOTCH DETAILS, SHEET3 ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING MAX- D.C. FOR ARCH -TOP VARIES PER REINFORCEMENT LARGE & SMALL MISSILE HEADER (SIM. FORALL LPL SEE SHEETS 6-7 IMPACT RESISTANT WINDOW TYPES) -(1 MAX. B / 10" MAX- FROM FRAME SEAM I—�! SEE SHEETS 8 & 9 I r t-114• j1 / D, SEE SHEET4 I I 30• MAX. O.C. �12' 1j MAX C, SEE 12 . Iy SHEET4� 17-7 W MAX O.C. _T,111 / / MAX. X j 10" h1AX.jO.CBUCK . HEIGHT 13-3/4' MAX O.C. I SEE SHEETS JJJ / LA B&9 8-1C2' MAX '\ 1 SEE SILL WEEP- 64" MAX BUCK WIDTH NOTCH DETAILS, SHEET 3 I I / 84" Q BUCK HEIGHT ASSHOWN X (91.78' — j MAX) 1 1-1/4' SEE SILL WEEP- NDTCH DETAILS. SHEET4 -- - — — — --EL-EVATION-FORTYP FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN 75' HEIGHT SEE TABLES 4-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 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) MUSTTEMPERED . ELEVATIONS............. -.......................................... 1 3) FOR MASONRY APPLICATIONS IN MIAMt-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 LEGSOX.... 3 4)ALL WOOD BUCKS LESS THAN 1-12- THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS INSTALLATION, INTEGRAL FIN & J-CHANNEL.. 4 DEPICTED AS 2X ARE 11-1/2"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 SEALING/FLASHING 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: CODES / STANDARDS USED: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL &CYCLE TESTING AND GLASS PER ASTM E1300. -2017 FLORIDA BUILDING CODE 2014 FLORIDA BUILDING CODE ( BC), STH EDITION 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 -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 -ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. � -ALUMINUM DESIGN MANUAL, ADM-2015 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •AISI S100-12 10) REFERENCES: TEST REPORTS FTL-7964 & 7966; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA: ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZE/LIGHTER AlSO 36(I.10 SHADES OF CAP COATED PVC EXTRUSION NOA•S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF&PA NDS & ALUMINUM DFaSION MUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL ��% ON1( ljl(uN 7i7�i Rev1s1on' 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 ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENINGS 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. NOTEMESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, INTEGRAL FIN OR EQUAL LEGIBOX). * ; N0.58705 : ** 0 �'. 6 TE Co iY "'� S1ONAL IE,,1 'I 1 %%% A. LVW MD. P.E. E A HIM CORE, 1070 TECHNOLOGY DRIVE N. VENICE, FL 34276 (941H80-1800 C0PYWORT02MT PGT WUSTRMS.ING ALL RIGHTS RESERVED UPDATED TO FBC 2017. - JR - 06/06/17 PRODUCTREVISFD .,—Plying with the Fktido Buitdiog Code AccePfmlw No )Y% O.O� ' 6ce By M;amf ade t red _ owmpum GENERAL NOTES & ELEVATION J ROSOWSKI rift: DeI07 31NGLE HUNG WINDOW INSTALLATION - LM 05/15/15 NTS 11 OF 13 MD-SH5500-01 I B Glass'. Type -_ Description (Elated from ExMdorM Interior) DesignPreeeure Table IIISheet# 5 718' Laminated I.G.: 11W A Exterior Cep + 7/16" Alr Space + U16' Laminated; (2) Lites of 1/8' A Glass with .09D" PVB Intedayer 4,5 6 6 7/9" Laminated I.G.: 1/9' T Extedor Cap+ 7/16' AtrSpace + 5116' Laminated; (2) Lites of 118" A Glass with .097 PVB Intedayer 4,6 6 7 7/8' Laminated LG.: 3116' A Exterior Cap + 3/8" Air Space + 5116" Laminated; (2) Was of 118" A Glass with .090' PVB Intedayer 4,6 6 8 7/8' Laminated I.G.: 3/16' T Exterior Cap + 318' Air Space + 5116" Laminated; (2) Utes of VB' A Glass with .090' PVB Intedayer 4,6 6 9 718" Laminated I.G.: 1/8• A Exterior Cap + 7/16' Air Space + SMS' Laminated; (2) Utes of 118• H Glass with .090° SG Intedayer 7 7 10 7/8' Laminated I.O.: 1/8' TExterior Cep+ 7/10' Air Space + 5/16' Laminated; (2) Ursa of 11W H Glass with AST SG Intedayer 7 7 11 171W Laminated 1:G: 3116' A Exterior Cep + 3/8' Air Space+ 5116' Laminated; (2) Was of 1/8• H Glass with .09D' SG Intedayer 7 7 12 7/8' Laminated I.G.: 3/16' T Exterior Cap + 316" Air Space + 5116" Laminated; (2) Utes of 1/8" H Glass with .090' SG Intedayer 7 7 13 7/9' Laminated I.G.: 1/B' A Exterior Cep + 5116' Air Space + 7/16• Laminated; (2) Utes of 3/16" A Glass with .090' SG Intedayer 8 7 14 7/8' Laminated I.G.: 118' T Exterior Cep + 6/16' Air Space + 7/16' Laminated; (2) Utes of 3/16' A Glass with .090' SG Intedayer 8 7 15 71W Laminated I.G.: 3116' A Exterior Cap + IN Air Space + 7116" Laminated; (2) Utes of 3116' A Glass with .090" SG Intedayer 7 7 16 7/8' Laminated I.G.; 3116' T Exterior Cap + 1/4' Air Space + 7/16" Laminated; (2) Utes of 3/16' A Glass with.090' SG Intedayer 7 7 Group Anchor Substrate Min. Edge Distance Embedment' A #10 SMS (steel, 18.8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 7110' 13/8" Steel, A36' 3/8" 0.060, Steel Stud, A653 Gn 33• 318° 0.0451" (18 Ga.) Aluminum, 6063-T5• 318• 0.050' 3116" steel Ultracon - P.T. Southern Pine (SG=0.55) 7/16" 13/8" Concrete (min. Z85 ksl) 1" 13/8' Ungrouted CMU,�(ASTM G90) 2-1/7- B #12 SMS (steel, ISM S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9/16, 13/8° Steel, A36' ale, 0.050' Steel Stud, A863 Gr. 33' 3/8' 0--y (18 Ga.) Aluminum. 6063-TS• atir 0.063' 1/4" steel Ultracon P.T. Southern Pine (SG=0.65) 1" 1.3/8" 1/4" steel Creteftex P.T. Southern Pine (813=0.55) 1" 13/8" 1/4" steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1" 13/8° C 1/4" steel Ultracon Concrete (min. 2.85 ksi) 1" 13/4" Ungrouted CMU, (ASTM C-90) 2-1/7 1-1/4" UP steel CreteOex Concrete (min. 3.36 ksi) 1" 13/4' 1/4- steel Ultrecon Concrete (min. 2.85 R20 2-1/7 13/4° D 1/0 steel Cretellex Concrete (min. 3.35 ksi) 21/2° 13/4" Ungrouted CMU, (ASTM C-90) 2-1/2' 1-1/4" 1/4' steal Aggro Gator Concrete min. 3.275 ksi 1-1/7 13/8' Grouted CMU, (ASTM C-90) 2" 2" Group Anchor Substrate Min. Edge Distance Min Embedment E 2-11T x .131" Common Nell P.T. Southern Pins (SG=.55) 318' 2-7/16° 2-1/T Ring —shank Rooting Nell P.T. Southern Pine (SG=.55) 3/8° 2-7/16" F 00 Trusshead SMS (steel, 18.8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 11T 13/8' Aluminum, 6063-T.7 3/8' 0.050" Steel Stud, Gr. 3W 318" 0.D451' (18 GEL) Steel, A38• 31B° 0.050' #12 SMS (steel, 18.8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 9/10' 1.30 Aluminum, 6063-T5' 318" 0.067 Steel Stud, Gr. 33' 318" 0.050" Steel, A38' 318' 0.050" 'GLASS TYPES 5, 7.9,11,13 & 15 MAY NOT BE USED IN . THE HVHZABOVE 30'. • MIN. OF 3 THREADS BEYONDTHE METAL SUBSTRATE. 'UNGROIITED CMU'VALUES-- MAY BE USED FOR GROUTED CMU APPLICATIONS. Frame Types (see Fig B) Glass Options (see Table 1) Frame Conflgs (see FIg A) Frame Shapes (see Fig C) Installation Options that may be used Flange (#2) 5-16 Equal-Lite, ew O& Cottage & Cottage Square/Rect., ArcRad Top p Radius Top Through the flame of the window.:. ....into 2XWood Freme/Buckstdp-sheet 3, option 1 ....into Concrete/CMU -sheet 3, option 2 _,_•through 1X Buckstdp Into ConcretefCMU - sheet 3, option 3 ....into Metal - sheet 3, option 4 Box / Equal-Leg(#4)5 (#4) -18 Equal -Lice, ew O& Cottage &College • SquarelRect, ArcRed Top p Redus Top Through the dame of the window...... ....into 2XWood Fmme/BucksWp-sheet 3, option 1 ....into Concrete/CMU - sheet 3, option 2 ....through 1X Buckstdp into Concrete/CMU - sheet 3, option 3 ....into Metal -sheet 3, option 4 J-Channel (#1) 5-8 Equal-Lite, Odel/Prmiew & Cottage Square/Rect., Arch -Top & Radus Top Through the Integral en...... ....into 2XWood FremalBuckstrip - sheet 4, option 5 .... Into Metes - sheet 4, option 7 Through the Soma of the window......., ,into 2XWood FremelBucksbip - sheet 4, opU� 8 -.into Motel -sheet 4, option 8 Integral Fin (#3) 5-8 Equal-Lite, Oa aloha lew & Cotla SquarefRect., Arch Tapga Rafts-Top Through the integral fin...... ....into 2X Woof FrameBuckstdp - sheet 4, option 5 ....into Metal - aheat 4, option 7 Through the frame of the wllldoW...... ....into 2XWood Frame/Buckstdp - sheet 4, option 6 into Metal -sheet 4, option 8 e• me°eP rnnlFlrl tRnnnnlA EQUAL-LITE ORIEL COTTAGE -+{BUCK w WIDTH BUCK WIDTH r� "I w SUCK WIDTHITT t'u t7 U U .7m 4. RECTANGULAR RADIUS -TOP 1 ARCH -TOP FIM IRP R• FRAMr TVPFA O O .-CHANNEL INTEGRAL FIN O O FLANGE BOX OR EQUAL -LEG Materiel Min. Fy Min. Fx Steel Screw 92 ksi 120 kal I" Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 kal EEo Aggm-Gator® 57 ksi 96 kat Elco Um&Con 9 410 SS Elco CreteFlexO 155 kel 127.4 kal 177 ksi 189.7 ksi 6M3-T5 AlumIn m 16 ksl 22 kal A36 Steel 36 kcl 58 kal Gr. 33 Steel Stud 33 ksi 45 ksl 'A' = ANNEALED "H' = HEAT STRENGTHENED 't- = TEMPERED PVB" = .090' TROSIFOL® PVB BY KURARAY AMERICA, INC. -- - 'SG' _ XM' SENTRYGLAS® - - INTERLAYER BY KURARAY AMERICA, INC. WINDOW SHAPES AS ABOVE O)t SIMILAR ARE APPROVED. SHAPES MAY BE USED PRODUCT REVISED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 610. as complpirg with the Ftartda Building, Codo h� AND ANCHORAGE A —Manes No i 7'�P.N %e) �```'C�•'VIGEN$F'•�(( ; Rewwsron: ANCHORS RE -GROUPED. By n lhne �((f hsaa node Product - Qom''JR-06106117 * , No. 5&705 - - Drom er: 'MIN.OF3 1 �p •'• �� 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI TE I 1 N.VENICE,FL34276 TrBe DOW YTHREADS �0,.�'sS F�OR1D '�C��` (�1 1�0 SINGLE HUNG WINDOW INSTALLATION -I M 05/15/15 METAL 0�,7 SUBSTRATE. //��/NAL11l��\��INC. A. LYNNIIIIILLER, P.E �yyN�; SH-5500 scale: NTS Sheet 2 OF 13 OrarAp No. MD-SH5500-01 Rer. B a Pa sans CERT. OF AUTH. 82B298 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 EDGE DISTANCE ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EMBEDMENT FLANGE FRAME jj �t EDGE DISTANCE SHOWN II FIXED VISIBLE LIGHT HEIGHT 1 72 14 BUCK 50 HEIGHT '-' SASH EXTERIOR VISIBLE LIGHT HEIGHT OPT. 86 (2)1' 81 31 INTERIOR 30 WEEP NOTCHESAT gp EACH END. 1 FORAMS SHOWN 27" X 125' WEEPHOLE N/COVER @ 38 .. .. . 2.87• FROM EACH END. ' • . VERTICAL SECTION B-B T114' MAX SHIM TYP, ANCHOR TYPE TYP. ANCHOR TYPE. EMBEDMENTAND EDGE _ EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER SUBSTRATE. SUBSTRATE, SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. �•�— 1/4"MAXSHIM [JL_ '�-TI !p I I OFT. SASH TOP FLANGE � LIFT RAIL FRAME Ij�--- J FORALL WINDOWS: NOTES: SHOWN I ANCHOR @ 3.55' 1) USE ONLY \ FROM END AND AT CENTER. SUBSTRATE -APPROPRIATE FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 36"WIDE: SHEET 2. FOLLOW EMBEDMENT AND ADD ADDITIONAL EDGE DISTANCE LIMITS. ANY ," SCREWS @16' INSTALLATION OPTION SHOWN MAY 47 35 FROM END. --- - - BE USED ON ANY -SIDE OF_THE_ FOR WINDOWS WITH WINDOW. BOTTOM LOCKS: ADD ADDITIONAL 2) MASONRY ANCHORS MAY BE SCREWS ®8-3I8° USED INTO WOOD AS PER TABLE 2, FROM END. SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK USE EITHER OR GREATER. 1X AND 2X BUCKS LATCH OR (WHEN USED) SHALL BE DESIGNED 844 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO 'TESTED UNIT THE STRUCTURE. WOOD BUCK LOCATION: 6-51W DESIGN AND INSTALLATION 15 THE FROM SASH END. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM 1/4' MAX SHIM BEADING TO BEADING. BALANCE YPE VARIES WITH SASH WEIGHT INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 16 �1/4�"MAX SHIM � t•�-- SASH VISIBLE 11 7 F-A SHIM LIGHTWIDTH EXTERIOR FIXED VISIBLE LIGHT WIDTH I EQUAL BUCK WIDTH ILEG/BOX FRAME HORIZONTAL SECTION A -A SHOWN DADE APPROVED MULL MAY BE VERTICAL OF 114°MH SHIM FLANGE FRAME SHOWN INSTALLATION OPTION 4 ANCHOREDTHROUGH \11111I FRAME INTO METAL V, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. DRIZONTAL SEE SUBSTRATE PROPERTIES, TABLE 2, SHEET 2. #10 OR #12 STEEL 1/4" MAX. - SELF -DRILLING SHIM SMS (G5), SEE TABLE 2, OLD SHEET2. EMBEDMENT EDGE • DISTANCE • " TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER EDGE SUBSTRATE, • ,' DISTANCE SEE TAB ' '• � SHEET2 EQUALLEG/BOFRAME UUM SHOWN EXTERIOR fl v INSTALLATION OPTION 4 THROUGH FRAME INTO METAL EVI PRODUCT RSED I.ANCHORED B it itd'mg ftg 0 uCarla ��•E��y �� Am Lh No ....... . •��..� • Z� Rodue+ NO ANCHORS \}CEN3�c'•. ` �;' ••� Miam Dade •"� ` REQUIRED IN VISIBLE LIGHT FORMULAS = No. 58705 FLANGE OR EQUAL -LEG WIDTH 7t * . ® Da��O FLANGE & EQUAL-LEG/BOX FRAMES Drawn W. J ROSOWSKI FRAME SILLS @SASH: BUCK WIDTH - 6-1/2" @ FIXED LITE: BUCK WIDTH-4.318' .� -O }+� S / •�W` DRIVE HEIGHT(EQUAL-LITE) ) (� ••.1,10moP .•' �C�`� ��'�:;\s/ONAL N.vENK:E, FOLOGY L 34275 ( 841)-08 *00 llpe: SINGLE HUNG WINDOW INSTALLATION - LM Dot.: 05/15/15 coarwaF+rem+7 BUCK HEIGHT2-3-15/+6' ENG%'. Serle�/dlodeh SH-5500 Seek: NTS Sheet• 3 OF 13 Dmwfng No. MD-SH5500-01 Rw. B' //rllllll\\ A LYNN MILLER, P.E. ParaDUatriffx._ IILMOHMFIESERVED DEBT. or AU7H. N29298 ' P F At ,H7f15 1 _ INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES I INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL ice- EMBEDMENT EMBEDMENT FIN INTO 2X W000 FRAME OR BUCK- STRIP. SEE NOTE 2, THIS EDGE DISTANCE SHEET. TYP. ANCHOR TYPE, J-CHANNEL 1 EMBEDMENT AND EDGE _ DISTANCE PER SUBSTRATE, FRAME SHOWN 1 SEE TABLE 2, SHEET 2. (� _ (SCREW SHOWN)) 1/4'NAX SHIM 1 GE ANCHOR TYPE, DISTANCE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,. I�JI SEE TABLE SHEET 2. 16 (NAIL SHOWN) FIXED 19 20 OPT.SASHTOP J-CHANNEL VISIBLE LIFT RAIL FRAM LIGHT FOR ALL WINDOWS: NOTES: SHOWN HEIGHT j i 49 46 21 Q 22 72 p 14. _ _ _ - 9 - 45 46 47 35 BUCK ° HEIGHT 50 O O 16 85 �— 30 SASH EXTERIOR VISIBLE LIGHT HEIGHT 86 I_18 OPT. 65 (2) 1- 81 30 63 INTERIOR 31 WEEP NOTCH SAT 80 p EACH END. NO ANCHORS (IIII REQUIRED IN FRAME 7 SILLS IF ANCHORING THROUGH FRAME. MNC INTEGRAL FIN n 1-SHI SHIM FRAME SHOWN 2; X 1.25' WEEPHOLE 38 W/COVER@2.67 FROM EACH END. TYP. ANCHOR TYPE, EDGE DIjjSTAN EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. 1 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. 1 ANCHOR @ 3.55" FROM END AND AT 1) USE ONLY CENTER SUBSTRATE -APPROPRIATE FOR WINDOWS ANCHORS LISTED ON TABLES 2 & 3 OVER 36' WIDE: OF SHEET 2. FOLLOW EMBEDMENT ADD ADDITIONAL AND EDGE DISTANCE LIMITS. ANY SCREWS @16.310' INSTALLATION OPTION SHOWN MAY FROM END ._- _-BE USED .ONANY.SIDEOFTHE FOR WINDOWS WITH WINDOW. BOTTOM LOCKS: ADD ADDITIONAL 2) MASONRY ANCHORS MAY BE SCREWS @ 83l8- USED INTO WOOD AS PER TABLE 2, FROM END. SHEET 2. ALL WOOD BUCKS LESS THAN I4W THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO USE EITHER SUBSTRATE. WOOD BUCKS LATCH (SHOWN) DEPICTED AS 2X ARE 1-1/Y THICK OR BOTTOM OR GREATER. 1X AND 2X BUCKS LOCK (SHEET 3). (WHEN USED) SHALL BE DESIGNED TESTED UNIT TO PROPERLY TRANSFER LOADS LOCATION: 6.5/3" TO THE STRUCTURE. WOOD BUCK FROM SASH END. 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 - 43/9' HEIGHT (EQUAL-LITE) BUCK HEIGHTP - 3-15116- INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 1/4" MAX SHIM BALANCE YPE VARIES WITH SASH WEIGHT INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR SUCKSTRIP. SEE NOTE 2, THIS SHEET. SASH VISIBLE LIGHT WIDTH EXTERIOR FIXED VISIBLE LIGHT WIDTH 1/,V MAX SHIM I+— EDGE DISTANCE 1 f I EMBEDMENT TYP. ANCHOR TYPE, - INTEGRAL EMBEDMENT AND EDGE FIN DISTANCE PER SUBSTRATE', - FRAME SEE TABLE 3, SHEET 2. SHOWN (NAIL SHOWN) BUCK WIDTH HORIZONTAL SECTION C-C 114' MAX DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. SHIM MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3, SHEET 2. I .01I1112.STEEL {.� 1/4"MAX• SELF- DRILLING j SHIM SMS (G5), SEE 1 TABLES 2 & 3, ❑ r�-� "�w SHEET 2. nrI INTEGRAL FIN FRAME SHOWN r l INSTALLATION OPTION 7 ANCHOREDTHROUGH `11111111.111, INTEGRAL FIN INTO METAL FIN AND/OR FLANGE REMOVED IN -FIELD EXTERIOR INSTALLATION OPTION 8 PRODUCTREVISED ANCHORED THROUGH FRAME INTO METAL - c—Piyfngwith tce Flaeida (INTEGRAL FIN/FLANGE REMOVED) A�—ld mg Cam 1 % ()/ 1 * : NO.50705 ti, FAL 6 O STATqO 4V�1070 TECHNOLOGY DRII �!/ N. VENICE, FL 34275 �i�CCs '•:h,<ORIOP,.•'G�C�� (gyt}480.1800 'f// 01VAL1EaIOOW TINOUgTR0B2% ALLOGHTSRESERVED A- LYNN MILLER, PE. J CHANNEL & INTEGRAL FIN FRAMES I J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 105/15/15 1 NTS 1 4 OF 13 B 71W NOM. 5/16" A/A PVB 7116" AIR SPACE — 1/8" A GLASS— EXTERIOR GLASS TYPE 5 --1 7/8 .NOM. 5/16" H/H SG — 7/16" AIR SPACE- 1/8" T_ GLASS- G] EXTERIOR GLASS TYPE 10 —►{ 718.NOM. �-- 5116"AlAPVB- 7/16" AI R SPACE — 1/8" T GLASS— aEXTERIOR GLASS TYPE 6 --�{ 7B' NOM. 5116" H/H SG- 3!8" AIR SPACE- 3/16" A GLASS - EXTERIOR 1- GLASS TYPE 11 5/16" A/A 318"AIR 3/16" A a_ E 5116" H/ 3/8" AIR 718- NOM. 3l16° T a 7/8° NOM. I — GLASS TYPE 7 —+{ 7/8'NOM. SG SPACE GLASS EXTERIOR H 78-7g GLASS TYPE 12 —�{ 7B' NOM. 5/16" A/A PVB — 3/8" AIR SPACE- 3l18" TGLASS- aEXTERIOR GLASS TYPE 8 I I ACE LASS EXTERIO 76.79 n16• as SG 5116" AIR SP 1/8" A G a 5/16" H!H SG 7/16" AIR SPACE — 1/8" AGLASS— G] EXTERIOR an SG GLASS TYPE 9 WV AIR SPACE /8" T GLASS EXTERIOR a 78-78 R 7n s" 5N 6" 1 GLASS TYPE 13 —�{ 7B' NOM. NOM. GLASS TYPE 14 7/16" A!A SG 7/16" A/A SG 1I2' NOM.GLASS GLASS TYPES 9 THROUGH 114"AIR SPACE 1/4" AIR SPACE ig.7g BITE TYP. � 18 MAY NOT BE USED 3/16" A GLASS 3/16" T GLASS WITH J-CHANNEL OR 72 74 •INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR ' 31 'GLASS TYPES 5, 7, 9, 11, +3 7B-7B 76.78 815 MAY NOT BE USED IN I'RODUCI' REVIS'� EXTERIOR 75 � THE HVHZ ABOVE 30'. a GLASS TYPE 15 GLASS TYPE 16 cs anm� plsnq�llta FloridaFloridaBuilding Coda 38 30 11I 11 If l/ Accclrienaa No r7" '�• LYIy 7,7, R.vietoM irotion Date 10EN F'•.4 No. ss7os •.� • � •• . � GLAZING NOTES: 'A° =ANNEALED Dexrlptlon: Dmm By. TYP. GLAZING DETAIL • 'll°=HEAT STRENGTHENED�; 1070TEaiNOLaGYDRIVE GLAZING DETAILS J ROSOWSKI °T' =TEMPERED S7 TE OF � • � � N. VENICE, FL 34275 'PVB° _ .080° TROSIFOL®PVB 8Y KURARAY AMERICA, INC. 'SG"=.090'SENTRYGLAS®BY KURARAY AMERICA, INC. %�S+ '•��RIDP,.� \i�� csal}aeo•+soo SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 �, ONALc` G FOR LAMINATED GLA7JNG COMPONENTS, SEE TABLE 1. SHEET 2iSfll I 1111 Sarfas/ModeL• Scale: Shed• D7oring No. Rev: A LYNN MILLER. P.E. ALLR1°'"6D SH-5500 NTS 5 OF 13 MD-SH5500-01 B P.E.#567115 CERT. OFAUTH.02998 GLASS TYPE 14 7/16" A!A SG 7/16" A/A SG 1I2' NOM.GLASS GLASS TYPES 9 THROUGH 114"AIR SPACE 1/4" AIR SPACE ig.7g BITE TYP. � 18 MAY NOT BE USED 3/16" A GLASS 3/16" T GLASS WITH J-CHANNEL OR 72 74 •INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR ' 31 'GLASS TYPES 5, 7, 9, 11, +3 7B-7B 76.78 815 MAY NOT BE USED IN I'RODUCI' REVIS'� EXTERIOR 75 � THE HVHZ ABOVE 30'. a GLASS TYPE 15 GLASS TYPE 16 cs anm� plsnq�llta FloridaFloridaBuilding Coda 38 30 11I 11 If l/ Accclrienaa No r7" '�• LYIy 7,7, R.vietoM irotion Date 10EN F'•.4 No. ss7os •.� • � •• . � GLAZING NOTES: 'A° =ANNEALED Dexrlptlon: Dmm By. TYP. GLAZING DETAIL • 'll°=HEAT STRENGTHENED�; 1070TEaiNOLaGYDRIVE GLAZING DETAILS J ROSOWSKI °T' =TEMPERED S7 TE OF � • � � N. VENICE, FL 34275 'PVB° _ .080° TROSIFOL®PVB 8Y KURARAY AMERICA, INC. 'SG"=.090'SENTRYGLAS®BY KURARAY AMERICA, INC. %�S+ '•��RIDP,.� \i�� csal}aeo•+soo SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 �, ONALc` G FOR LAMINATED GLA7JNG COMPONENTS, SEE TABLE 1. SHEET 2iSfll I 1111 Sarfas/ModeL• Scale: Shed• D7oring No. Rev: A LYNN MILLER. P.E. ALLR1°'"6D SH-5500 NTS 5 OF 13 MD-SH5500-01 B P.E.#567115 CERT. OFAUTH.02998 TABLE 4: 01-Types Design Pressure, g)8W s, 6,7&8 +1-50.0 Ra1N.laNl R7 FaraO WndpwB sash elzea SEE TABLE 9, SHEET S FOR ANCHOR GROUP AND QUANTITY. SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) 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. masrypa 5 Ratnt. 1-al RS B41tan Bah Deampltan4r8hen Ra�aa 0 Wk4m HWd Shoml Sash Hk4t t7aaae On) Dt:alg0 Pr6ssure, 0>s0t� WM Back uPto48 14.125 WKM n 23.5 EgwN4a 11.394 +65.0 -70.0 "WO 1 -70.0 alardW C&bW 14517.15570 +660 •7a0 ♦&SO •70.0 28 Eq.W" 11.583.14510 +05.0 -TB,O 115.0 -m-0 SmMad PladO 11.877.11LU +65.0 -MO +O6.o 70.0 Talbot 23.517. 25288 +66.0 -700 4WA -70.0 8ladsd Cottage 20.o5B-23516 +eSO •70.0 +SSA 770.0 37.375 EgIRNIIe SWdPmlav+ 17.517. 2D.&57 14.517.17518 +SSO +85.0 •70.0 -'MO 465.0 +65.0 •MO -70.0 Sh u t 11.377-14.615 40&0 -7Q0 46S0 7&0 T0.1 77.S&1.31311 +65.0 •70.0 +85.0 -70.0 Antmn She 2&617.27M +8S0 .70.0 465A 70.0 Stmdwd CoOapa 23.517-28518 +65.0 .70.0 1 +SSA 1 -70.0 44 E@®NIIa 2D.517-24510 4650 -7a0 •BSO -no Sdndad PmAow V517.20.510 +BSO -70.0 486.0 -rao 0.4a Sha 14517.17510 •&5.0 •70.0 +&5.0 70.0 Sladal 11.377.14.616 +SSA -7a0 4&5.0 .70.0 Talbot 31.683-35A11 465.0 -7&O 465A -70.0 Stadad Call 25517-3159 +e&0 -70.0 466.0 70.0 EgaliBo 20.s1T-2A.310 +60.0 -70.0 +OS.o •70.0 48 SWd➢N Pmdev 17.517-20.518 +06.0 -Rl0 +85.0 •70A Custom step 14.517.1T.816 , 5.0 -70.0 +65.0 •70.0 Cmtom6ba 12617-14.615 40&0 •70.0 405.0 -70.0 c Sho t 11.377-12.516 4650 •70.0 465A 70.0 p T.D.d 33.208-37335 1 +&SO •TO.D 405D •700 S1ad d0d. 2A51T•33.= 465.0 •70.0 +05.0 70A j1c m �'� Bgn143a 23517.20.518 46SO -7D.0 +650 .70.0 c big She 2a517-23.51E 46&0 -70.0 +65.0 -70.0 BladedP- Cuatanslm 17.51T-a7.61B 14.51T.17518 +650 -0&0 -MO -7MO +65.0 -a&O -70.0 .70.0 - -- -CuntarnSlzo- -12517--14516' " BS0" -7BD- -+MO --T0.0- Shodal 11.3T7. 12516 +060 -T0.0 +&S.0 -70.0 Tdbst 35.517.41.644 +OSO -70.0 465.0 •70.0 Stallard Collage 31.517.35,518 +650 -70.0 1 +85.0 1 -70.0 Eq-m 20.517-3151D +OSO -70.0 465.0 70.0 Saadad Pmdw 23517•2&518 485.0 •W.0 +85.0 •70.0 82 CJatom SOs 20.617-23510 465.0 •MO 465.0 •70.0 Ctsimn Slca iT5t7-2n.510 +85.0 -10.0 +BS.O -70A Cusmm82a 14.517. 1T.538 4650 •70D +65.0 -06.1 Oamrtt 6@a 13.017.14.5t6 +6&0 -70.0 466.0 AT.3 slat ll.584.13.Ow 4650 -70.0 465A D&5 Ttlbtl 30.517-415b +850 -70.0 +OS.O 70.0 O.MmShp 38.517-31.510 46&0 -70.0 1 +a5.D -Too Epal-0b 35.517-38.615 +BSo[41.0 -m 75 Qsttgnah4 32517.35.516 +6&0 -70.0 Stntlard Pm4- M..517.32.610 405.0 -MO om-St. 26.517.2a.518 48&O 417.3 25616.28518 +115.o3&61T-41.544 r +no •70.084 Gobmati'.o 35.517. W.51B +5E0 .673BOadaa Pmdaa 83818-35.616 +OSO 4165 01.78Tdbal " .0 60.5 clanrjwa Design Pressure, Ibs 6,7&6 +65.01-70.0 Rel.L Law1 R7 For all sdrdoa and sash Shies .CC I- to ANCHOR GROUP AND QUANTITY. ISO �. 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) 44 MIN. SASH HEIGHT= WINI" I_Il:'(MT 50.136 LICENSE • �� z No. 58705 ' •• �[!: 1070 TECHNOLOGY DRIVE O ' ST TE O T '• � � � N. VENICE, FL 34276 Pi mE°arc �ONAL1�N�``` A. LYNN MILLER, P.E. A"Wa__ PRODUCT REVISED as complyiM whip dw Hoed Building CBdo Acceptance No 1 ) E 'c Date / z B Miami Bd5Pr0&wI ESIGN PRESSURE TABLES J ROSOWSKI NGLE HUNG WINDOW INSTALLATION - LM 05/15/15 it1t1/Wdeh. Seat: 176 hatr DrOriry Ne. Rev: SH-5500 NTS 6 OF 13 1 MD-SH5500-01 B slam Type 042.15916 I7emL Lelu1 2 Bottom bash OeSerMloo tor*- F"Wo Wnd- Ildoht Shmu Seah tbl9lo Ruou ON Deelgn Pressure, lbswe Wird=Buck Wift .,to40 1 48 52125 1 54 23-S Equ", 11.394 •70.0 1410.01 17D.0 -110.0 .RO 1410.01 +740 -110,0 St]ndmd C4Meee 14517.15,970 +79A •110A tro.0 •110.0 470.0 -11Q0 +R0 410.0 28 Ew". 11583-14516 +70A -110A +ro.0 -110.0 .70A -110.0 +RD 41¢0 St. W dPlaMv 11.377-11.692 +ro.0 •110A +ro.0 -1to.0 .7aa •110.0 +RO •710.0 Tsoo.t 23.517. 25.288 +70A -11MO +7ao -110.0 •70.0 41" +RD -1100 Standard College M950-23618 .RO 41QO +7n0 -110.0 +7QO 41a0 +R0 -110.0 372n Eq..14b SmMed Pretsu 17.517-2aSS7 14517.17.518 .70.0 470.0 -110.0 -110a .RO .ro.0 -710.0 -110.0 +70.0 70.0 -110.0 •110.0 .R0 .RO 4MO -710.0 Shwtset 11.377-14.618 +70A 410.0 +7a0 410.0 +70.0 •107.0 .RO •1oa0 T.iw 27.583-31.911 .RO .110A .74D -MO .70.0 'no +RD -OD.D Custom Stu 26.517-27.SE2 +RO •110.0 +ro.0 -110.0 •7a.0 410.0 +RD 410.0 Studmd Cotlge 23.617-20.5115 .70.0 410.0 +70.0 -110.0 +70.0 41Q0 +70.0 •110.0 44 Egrow. 20.517-23670 +ro.0 -110D +roA -110.0 .70.0 -110.0 +7Q0 -110.0 Stallard RW- 17.517-20.5111 .70.0 -110.0 +70.0 -110.0 .RO -110.0 .R0 410.0 c.usn She 14.517-17.518 +70.0 -110.0 +70.0 -7ta0 +R.0 •110.0 +RO •110.0 Shont 11.377-14.676 +ro.0 -110.0 +7D.0 •t10.0 +70.0 407.0 +RO •1030 TeOost 31583-35.911 +70-0 -tlao .70.0 -ea0 7n0 - +RO -10.1 Sbrdsd C=p 2e517-31.512 .70.0 -110.0 +ro.0 •110.0 +RO -110.0 •ro.0 -1la. EguNu 20517-26516 .70.0 410.0 .70.D 410.0 •70.0 .110.0 +RO -I MO 48 Slmdad Praha 17.617-2351B 470.0 -110.0 •70.0 -11a0 470.0 •110.0 +RO -11MD a.tomfihe 14617.17.616 .70.0.110.0 .70.0 .110.0 70.0 4Me •70.0 -111L0 CLstamStzo 12MT. 145te +ro.0 410.0 .70.0 -110.0 +70.0 -11Q0 +RO -110.0 E SMded 11.377.12510 +ro.0 410•0 +70.0 -Ite.O 70.0 •110,0 +%0 -110.0 Telbd SWdud Coti�e D3208-37.630 28.517-33.207 +10.0 -70.0 -110,0 -110A +ro.0 +ro.D 41n.0 -110A .RO 470.0 .13.O 41011 .70.0 +70.0 .00.0 4M EWe18e 23517-2A518 .roD 410.0 +roA -110.0 +70.0 -IM +70.0 41Q0 �'� Qatom She 20.517-23516 +70M 410D 470.0 410.0 t70.0 -110.0 +7ao -110o Iso 6undadPNAew Gsmm she 17317.20.61e 70.517-n.511 +70A .70.0 -110A -0t0A +70.0 .lap 410.0 -Ila! +70.0 +70.0 -110.0 •110.0 +70.0 +me -110.0 CatomShe 12517-14.618 +roD A10A .70.0 -71MO +70.0 -110.0 +70A -110A Shortest 11A77-12.5le +70.0 -110D .70.0 -1t0A +ro.0 -1100 +roA -110.0 Tdwt 36517.41.BU +roD 410.0 .70.0 -110A 70.0 •110A 170A -110A Standsd Cottage 31517-31LS16 +7oA •1f0A .70.0 -110.0 +RO •1f0.0 +700 -110.0 Egad4M 2a517.31.516 +710 -110D +70.0 -110.0 +70.0 -1110 +7MO -110.0 Standard P.M. 23.517. 29.510 +70.0 Mae 470.0 •110.0 +70.0 -110.0 +70.0 -11a0 82 oust- St. 20.517.23.516 +70.0 -11D.0 +70.0 410.0 70.0 -11D.0 +ro.0 •1110 custom Soo 17.517-2asle .70.0 -110.0 .70.0 -110.0 .70.0 410.0 +70.0 •11a0 Clsbm Stre 14617.17.St6 +roA -110D +ro.0 -110A +70.0 A1Q0 +roD -11a0 CUM -she 13017. 1!.51 +Tag -1,O.0 +70.0 41a0 +70.0 •110.0 +70.0 •110A Sod"t 11.804-13D1e +ro.0 -010.0 +roA •110.0 •70.0 410.0 +70.0 -110.0 T"t 3¢5t7.41AM +70,0 410.0 70.0 410.0 .70.0 •110.0 +7oA 41¢O Gebm She 38.517-30.616 +ro.0 -11D.0 +7D.0 •110.0 .70.0 410.0 .70.0 AIDA EgrW-0b 35517-3a510 +70.0 •11DD +70.0 Mae +70A •110.0 +lag •1fa0 75 o t.. Slue 32617.35.61E +70A 410.0 -10.0 •110.0 .760 •110.0 +7a0 -11a0 Sou"d PW- 29.517.=15 +7oA •110.0 +70,0 •it0.0 7a0 •11DA +71.0 •1100 Gomm 6he 28517.2B.67e +70.0 -71D.0 +ro.0 -1740 +RO -11n0 +70.0 41QO Shodmt 26616. M516 .70D •110.0 .7 •i1Q0 •RO •110.0 +70.0 Mae Equd-0to 3a6n•41.6G +70.0 •110.0 +70.0 -11¢0 70.0 •110.0 +7ao •lite M Custom Sha 9d6t7.98.610 +ro.0 •110A +70.0 -ita0 +70.0 •71n0 70o .110.0 BWdad RdUew Zie/6. 35.51E +ND -1f0A +70,D •170.0 +70.0 410.0 +7 41¢0 LLnine Tukn '• - 4t.eu -70.0-010A .ro.0 -Imo N0.0 Al¢S .70.0 41Q0 StC IAbLt 11, AHCt 17 U rVR wsl-a--I--sn+ras r-,r •• MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 60.136 r 01oeaT10a 1]814 RaloL Le/el ] Brltom 8a7h DmgpUm /m9Nm Ranee®WktlOw Hgum Stein BBOD HeIye Ranee ON Design Pressum1bl i(t2 wMoeBiekww ON 10 24 32 36 40 48 51125 54 235 EquaH40 11.394 +70.0 410.0 •RO -7m0 .70.0 -11ao •7ao -110.0 .70.0 -170.0 •RO -110.0 70.0 A%a -70.0 A10.0 3lmdeu Cbae9e 14.617. 15.9ro •7a0 -110.0 +70.0 -110.0 •70.0 -110.0 70.0 410.0 -70.0 -110A +70.0 41D.0 •70.0 -110.0 •RO -110.0 26 Ep09-Ias 11.583-14516 70.0 -110.0 .70.0 -11,0 +7ao -110.0 .7a.0 •1ta0 .70.0 -110.0 •70.0 -11a0 .70.0 -110.0 •70.0 -llaD Bland rd FtsA" 11,3R-11.562 +7D.0 -110.0 70.0 -110.0 •Tao -110.0 •70.a -110.0 .70.0 .119.0 +R.O 410.9 70.0 -110.0 •70.0 -110.0 WWI Slmdnd Cotts6. 23.617-25285 20.918.23.516 .70.0 +740 -110.0 -110.0 •R.0 .7ao A -110.0 +70.0 .7a0 -110.0 -710.0 +70.0 +70.0 -11aD 41D.0 +70.0 70.0 -110.0 -110.0 +R0 •7QD -110.0 �110.0 +R.D •70.0 -110.0 -naD 70.0 •ro.a AID.; -7160 37.375 Equa4]e 17.617-20-OM .R0 •110.0 .RO A10.0 •RO •110.0 -R.0 -110.0 •70.0 -110.0 -Ro -110.0 -70.0 -110.0 •740 011.0 Sindsm ProAeW 14.517. 175fe •7¢0 -110.0 •70.0 •110.0 •70.0 A10.0 •7110 410.0 •70.0 •110.0 •70.0 -11MO •70.0 -11a0 •70.9 -110.0 Bhodeet 1L377-14518 •MO •1160 .MD •110.0 170.0 -11as •R0 -112.0 •ro.0 410.0 .70.0 .110.0 70.0 -107.0 +70.0 -1030 TOW 27.563-31.0111 •10.11 -110.0 •70.0 -110.0 •R0 -110.0 +no -11a0 +ro.0 -110.0 78.0 .19.0 •RO .93.0 .7Q0 -00.0 Cudgmehe 26.617-271M •70.0 •1110 •RO -110.0 +RO 41a0 70.0 -110.0 •R0 -11a0 •70.0 -110.0 •70.0 •110.0.70.0 -11MB Stelld.rOC.t.oe 21517.25516 •70a '•1I0.o +7D.0 -110.0 +7a0 -11" •Re -110.0 •70.0 -110.0 +R0 -11a0 +70.0 -110.0 760 -110.0 44 Eq."s 2aff7-MIS •RO -11a0 +70.0 -110.0 •R0 -110.0 +RD -110.0 •R0 410.0 +70.0 A1Q0 -70.0 410.0 •7a0 -110.0 Standard Psdes 17.517-2U516 •R0 -I10.0 •71LO -H0.0 .7Q0 410.D 70.0 -11o.0 •RO -110.0 .RO -110.0 •R0 410.0 -Me -110.0 Custom Elm 14.517.17515 •70.0 -111i +70.0 -1f0.0 .7a0 -110.0 +70.0 .110.0 •70-0 -111L0 •R0 4T0.0 +70.0 -110.0 7Q0 -110.0 Shmbal 71.377.14.516 +70.0 -110.0 +70.0 -110.0 +RO •110.0 .70.0 -110.0 +ro.0 -110-D •70.0 410.0 +ro.0 -107.0 +70.0 -103.0 ToOnt 31.513-3a911 •70.0 •110.0 •70.0 -110.0 +R0 -ttn0 •70.0 AMC 70.0 410.0 +70.0 -99.0 +R0 -030 +70.0 We Slendard Co2ape 28.917-31.502 +70.0 -110.0 +70.0 •11D.0 •70.0 -1140 70.0 410.0 +70.0 -110.0 .7&0 -110.0 +70.0 -110.0 •ro.0 .110.0 EquaLUte 21e17-20510 70.0 AIDA 1 •70.0 -110.0 •70.0 -11110 +70.0 AMO -70.0 -110.0 •70.0 -110.0 +70.0 -110.0 +70.0 -110.0 48 SIaMaMProdos 17.517-20.515 +70.0 410.0 •70.0 -110.0 •70.0 -11a0 70.0 410.0 7040 -110.0 +70.0 -110.8 .713-0 •110.0 70.0 -11110 Custornate 14517-17.516 .70.0 -llaD •70.0 410.0 •RO 1 -110.0 70.0 -11¢0 +RO 1410.0 +70.0 4100 70.0 Mae •7D.0 -1W.0 MOM-9Q0 T2SiT-14516 70.0 •110.0 .70.0 410.0 +70.0 •110.D 70.0 -110.0 MD I -110.D 70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Shcuest 11.3R-12516 +7D.0 -110.0 +7ao 410.0 no 1 •110.0 .70.0 -110.0 +70.0 -110A +70.0 -'hao +70.0 -110.0 7D.0 +70.0 -110.0 0 P $ Taosst SludarOCaOaoe 33.208-37536 20.677-33.207 •70.0 .70.0 -110.0 -110.0 70.0 +70.0 -110.0 A1a0-1t0.0 lao - a 70.0 •I0-0 -110.0 -110.0 +70.0 •70.0 -110.0 -110.0 +70.0 70.0 -00.0 -710.0 •70.0 -70.0 -no -HOA •RO -110.0 5 EgW-0b 23.517-28.51E •7ao .110.0 .RO -110.0 •RD 410.0 •70.0 41a0 +7au -llao +7¢0 -,Mae +70.0 -110.0 .70.0 411LO custom She 20517-23518 1 .70.0 41a0 +R0 A10.0 +RO I -110.0 +70.0 A10.0 •70.0 -1110 1 710 -110.1 +70.0 -110.1 +70.0 -110.0 StudaMP.AW 17.517-20.516 70.0 -110.0 +70.D 410.0 •10.0 14110 •70.0 -110.9 +Ro A10.0 I 70.a -110.0 .MO -110.0 +70.0 -i1D.0 Custom Stu 14.617-17516 70.0 -110.0 70.D -110.0 .70.0 -11QD -70.0 -110.0 70.0 -110.0 •70.0 -110.0 •70.0 -1101 +70.0 -110-D Cudo0i9Qe 12517-14516 •70.0 -1111.D 7MD -110.0 +70.0 1-110.0 •70.0 -110.0 70.0 A10.0 1 •70.0 -110.0 170.11 -110.0 70A -11Q0 ahadeal 11.377-12.51E •70.0 410.0 70.0 -110.0 •RO 1 -110.0 70.0 -110.0 +70.0 -110.0 70.0 •110.0 .70.0 410.0 +70.0 -t10.0 Tatlml 3B.517-41.6M 70.0 •110.0 •70.0 -1110 •70.0 -110.0 •RO -H0.0P_7 as -110.0 +70.0 -110.0 +70.0 -11a0 •7act •105.7 Standard Co8a9e 31.6t7-3BSIS +70.0 -110A +RO -1f0.0 •RD •tta0 •7Q0 -710.0 410.0 +70.0 .110.0 +RO 408.5 •70.0 -103.0 EWaHBa 1dFA7-31.61E •ro.0 -110.0 •ro.0 -1t0.0 .RO -/70.0 •7ae -H0.0-t10.0 70.0 -11Q0 •70.0-107.9 7Q0 -102{ SladadPralew 21517-2651E .7a0 -110.0 70.0 Ala0 •70.0 -110.0 +70.D 410.0 410.0 70.0 -170.0 .70.0 •M.0 •70.0 .105.2 e2 =1-9ae 20.517-23818 70.0 410.0 •704 -110.0 •70.0 A10.0 +70.0 A10.0 -110.0 70.0 -lja0 .70.0 -11D.0 70.0 -107.0 Cunpm9lze 17.517-20.519 •7Q0 -110,0 •70.0 -if0.0 •70.0 -1t0.D +7D.0 -170.0 -11D.0 70.0 -11a0 .ro.D •1tQ0 •7Q0 -108.t1Cusom She 14.517. 17.516 .70.0 410.0 •70.0 -110.D •RO -110-0 •70.0 -ID8.0 -1028 •70.0 .100.5 411) -100.5 •70.0 -100.5 Gdgm SQe 13.017.14.5fe .70.0 -110.0 .70.0 410.0 •70.0 -125.2 70.0 -100.7 -97.1 .70.0 -84{ +70.0 4H.4 •70.0 -044 Bledeal i1.88{-13010 •10.D -110.0 •RO -11a0 •7Q0 -1026 •70.0 $7.0 •RO -033 •70.0 -00.1 •70.0 40.0 •70.0 -00.0 T.S st 39.617.41.644 +70.0 -110.0 70.0 .110.0 +70.0 •110.0 +70.0 -110.0 •70.D -110.0 •70.0 -110.0 +70.0 -101.5 -70.0 45.0 Cu9om8hs 38XV-39410 •70.0 •110.0 •70.0 -110.0 •70.0 410.0 +RD •110.0 70.0 -t7a0 •70.0 -110.0 •ro.D -101.7 •70.0 -0d3 Epusi-0te 35.517-36516 .7ao •110.0 .70.0 -710.0 •70.0 -H0.o .70.0 -110.0 +7ao -110.0 •70.0 .110-0 +70.D 420.4 +70.0 -05.0 75 G9am Size SteMampmHw 32.617-35318 20.517-32518 •70.0 •7a0 •110.0 -1t0.0 +7ao •70.0 .110.0 -110.0 .70.0 70.0 A10.0 -f10.0 70A 70.0 410.0 -170.0 +710 •70.0 -110.0 -110.0 •70.0 •70.0 •110.0 -16H.8 +70.D •70.0 -Ica? -1D7.6 7a0 •7Q0 -0S2 418.1 e.gem St. 2e.517-20516 •70.0 -110.0 70.0 .110.0 1 •70.0 -107.9 +70.0 -1024 70.0 -09.9 •70.0 -0B.! •ro.0 -00.4 •70.0 •�.{ 9hmuel 2S.61e-28.51e •R.0 •110.0 •70.0 -170.0 •70.0 -106.8 •70.0 410.1 •ro.0 -06.4 •70.0 -021 .70.0 -024 +70.0 -024 EgaH11 38.517.4t.B4/ •70.D -110.0 •70.0 •7f0.0 •ro.0 -110.1 •70.0 -11D.0 +70.0 -N4O •70.0 U9.8 •70.0 -0d7 •70.0 -07.1 & Cuatom 9lza BteMDrd Pratew 35.517-38.510 32019-35518 •T0.0 •70.0 -710.0 -110.0 •70.0 +70.0 -110.0 -110.0 •RO +7ao -107A -t020 +70.0 •7ao •102d M. •70.0 •70.0 -08.9 i.3 +70.0 70.0 48.4 -00.1 +7D.0 •70.0 -08.! -0QO 70.D +7ao Re -00.0 01.78 T.. • a.eM +78.0 -110.0 •70.0 -t10.0 7ao -1028 •70.0 -0201 +70,0 -03.3 •70.0 . 0.1 .70.0 -00.0 •ro.0 a0. Stt IAW=11•At1CC1 I Pt --- sor 1-.a -ui,, •+ MIN. SASH HEIGHT= WINDOW BUCK HEIGHT- 50.136_ NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME, 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. ��NY LYfylyMi •,�� ``�.� F� * : No. 58705 (�(•Z 1070 TECHNOLOGY DRIVE 0 w � N. VENICE, FL 3W5 (941)48D•1600 .;c(ORIDP,.•'G��\� �`�� Pmemusm�9�e7ic 1N�A�1L� BE A. LY9I1 Mna% `N P.E, ALLRtamRESERVED__ SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES 9-16 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL CONFIGURATIONS) GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL • FIN FRAMES SASH HEIGHT PRODUCT REVISED at complyW with ft Florida B+aldiag Code Acapumoa No � ' Etgiralfas D.ee By Mimni Product Cb1fioE ES GN PRESSURE TABLES I J ROSOWSKI INGLE HUNG WINDOW INSTALLATION - LM 05/15/15 nlee/A7adel: Scab: ID,eetr Drevg No. Rev: SH-5500 NTS 7 OF 13 MD-SH5500-01 B OJ-CHANNEL FRAME HEADIJAMB I 3.500" .062" I- u .6251 O FLANGE FRAME 2 HEAD/JAMB 3.463' a- 062' aateCrD 2A44" .625" a O J-CHANNEL .625' FRAMESIL r I4 � T 1.483" - 3.500" 3500° 7L 1.483" as 1.483' moo❑ � ��ooE -i OFIN FRAME EQUAL LEG FRAME HEADNAMB 4 HEADMAMB 3.4833.483" 3.483" -►{ .062" DST " .062a 2.444• 2.444' D 2.444" �o 1,375"I1 _OFIN . SILL RAMS -- - - - - - O FLANGE EQUALLEG DFRAMESILL FRAME SILL- - - - - .070• -�-�- j�1I .060" .715° --� 1,185" OLIGHT SASH 23 REINFORCEMENT 070" .79V 11.036' I 1.331- uIIIIft STANDARD 26 MEETING RAIL REINFORCEMENT 14 1,184' 070' .610' OHD SASH 25 REINFORCEMENT 1.182° I+- .070' 1.041'QQ L .130' -.{ 1.340' 27 �- OHD MEETING RAIL REINFORCEMENT T -►I 1215' 2.100' 1.472° 1.665' 1.630" T I 1.376" 2.176" I .065" a o 1 .065" 1.3I+75' � � IU+- -L. 1 .035" .974" 1355' .590" .07 .050° .471" �.580" .050' .34T 1231• -�{ 1.000" �- L�L�L��Jll '070 IF �LIFT _ ( FIXED ED 14 MEETINORAIL 16 SASH RAIL 17 BALANCE 16 SASH SCCRREW COVER 19 INTERLOCK 20 IIFT RAIL NTERLOCK COVER 21 ER INTERLOCK 22 INTLED ER OCK COVER PRODUCT REVISED 0 complying with the Ftodda 80ding Code \\11111111177j, Acmptanm No l7•tJ -45 11I' ��II ,�� ao.,........ �'%, 17errsron: •�ntiooDals '�20 .316" -+{ .300• a�.. •' U10EN,4�c'•� BY .7T54• .750' - * , No. 58705 .035•.025" -� VAATI 'DwmfpU*n: Dmn'e 9y:LAMI IG EXTRUDED ROLLED O F� ' .- 1070TISCHNOLOGYDRNE WINDOW EXTRUSIONS J ROSOWSKI 72 80 81 ��s••,•CORIDP,.•'G�C�� (941)480-1800N. VFNICF, FL 750P: BEADING SCREEN FRAME SCREEN FRAME i R 70NAL EN,�. SINGLE HUNG WINDOW INSTALLATION - LIVI 05/15/15 77r11111111\\\ P(ilPavaiPoEso tlJC. Se!!ee/Alodet Scafe: Sheet Omwhg Na. Rer. A. LYNN MILLER P.E.ALH10Hi8 D SH-5500 NTS 11 OF 13 MD-SH5500-01 B P.E.& 5B705 CERT. OF AUTH. #29298 Bill of Material # Part# Description Material 1 620101 Singe Hung Frame Head & Jambs - J-Channel PVC 2 620102 Single Hung Frame Head & Jambs - Flange PVC 3 620103 Single Hung Frame Head & Jambs - Fin PVC 4 620104 Single Hung Frame Head & Jambs - Equal Leg/Box PVC 5 6201D5 SH/DHFrameSill -J-Channel PVC 6 620106 SH/DH Frame Sill - Flange PVC 7 620107 SH/DH Frame Sill - Fin PVC 8 620108 SH/DH Frame Sill - Equal Leg/Box PVC 14 620131 Fixed Meeting Rail PVC 18 620M Sash Rail (Sides, Top & Bottom) PVC 17 620134 Balance Cover PVC 18 620133 Sash Stop/ScrewCover PVC 19 620156 Pull Rail Interlock 6005 T5 Al 20 620144 Pull Rail Interlock Cover PVC 21 620157 Beveled interlock 6D05 T6 Al 221 620146 Beveled interlock Cover PVC 23 620150 Light Sash Reinforcement 6D63 T6 AI 25 620152 HD Sash Reinforcement 6D63 T6 AI 26 620153 Standard Meeting Rail Reinforcement 6005 T5 All 27 620154 HD Meeting Rail Reinforcement 60D5 T5 AI 30 61644 Weatherstrip, .187' x .270" Fin Pile 31 60300 Weatherstrip, .190" x .300" Foam Bulb Flex PVC 32 61719 Weatherstrip, .187' x .220" PolyPile 33 1 61825 Weatherstrip Plug, .220' Finseal Trr _ #8 x 1"-Ph. PH SDS (interlock Mounting Screw)PX #8 x 3" Ph. PH SMS (Meeting Rail Screw) 410SS SP Meeting Rail Screw Support Plate 6D63 T8 AI 10 Weep Hole Cover PVC 000( E Constant Force Balance #8 x 314" Ph. FH SMS (Con. Force Balance Screw) SS Spiral Balance 05 Spiral Balance Shoe Nylon FPAX #8 x 1-1/4" Ph. FH SMS (Spiral Balance Screw) 410 SS Part # Description Material 76 Kommeriing 4SG TPS Spacer System See this Sheet for 77 Quanex Super Spacer nXr with Hot Melt Butyl 78 Quanex Duraseal Spacer Materials 79 Cardinal )L Edge Spacer NOTES: 1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE 2) ITEMS 9 9-13,15. 24, 28, 29. 34, 39, 61, 62, 68-71, & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. SILICONE HOT -MELT BUM STRUCTURAL STRUCTURAL SILICONE 3/16" NOM. POLYISOBUTYLENE 1/4" NOM. FOAM WITH DESICCANT WrfT DESICCANT EXT.ILA" EXT. GLASS EXT. 11u11(r .� NY LYN ''. Pa�• �10ENSF ��j � 1070 TECHNOLOGY DRIVE :0,�'•,• STATE OF • (V�� N. VENICE, FL 34275 '��:�s•..PZORIDP,.•' ��`: (641}480.1800 ONAL IENG��` wrlm°"`m°ea :6 ALLMNISRPBERV® A. LYNN MILLER. P.E. GLASS C(/// —INT. GLASS KODISPACE SUPER 7s 4SG TPS 0 SPACERD NXT .. ALUMINUM REINFORCEMENT POLYISO- DESICCANT FILL BUTYLENE 5116" NUM. 5/16" NOM. SEAL BUTYL & SILICONE SEAL IESICCANT ROLL -FORMED FOAM STAINLESS STEE EXT.GLASS `INT. GLASS \—INT. GLASS DURASEAL@ XL EDGETM SSPACERSPACER PRODUCT REVISM "complying with tha Fiaida Building Code Acceptwr,=Na 7 -D(3o.og F 'm' aDan: By M,lami a Product OF MATERIAL (BOM) J ROSOWSKI LE HUNG WINDOW INSTALLATION - LM 1 05/15/15 odd: Scale: Sh"t: paNng No. Rmc H-5500 I NTS 1 12 OF 13 1 MD-SH5500-01 I B