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Home My WebLink AboutNOA. Tj69NAA1PEz AU60,57A pCT o 1i0p llrY /P 6a/ 7A- -dNQU1G17y & L MIAW ADE MIAIVII-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy. 1r—tr-X—iuuua� SCANNED f` NNED 1070 Technology Drive B�U North Venice, FL 34275 BY SCOPE: 1t hMr.0 60bi �11 y 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:CSeries-"SII55.0.0"`PV@-Sngle,:HuiigWindow _ra:_11I.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 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 I and evidence pages E-1 and }s2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0630.05 Expiration Date: July 30, 2020 / Approval Date: Novernber 30, 2017 j J /2D jl Page 1 j / file Copy PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0519.05) 2. Drawing No. NM-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, j a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale spacer system, Super Spacer® NXTT"I 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 previous 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 NO.4 No. 15-0519. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h 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- 9.05 Manuel erez 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 C. CALCULATIONS (CONTINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (coNTnvuED) 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 5111 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.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 firing on 07/30/20. Man Pere P.E. Product Con rol E miner NOA No.-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 . E-2 ANCHORAGE 28-118' MAX O.C. 21-5/8• IN ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING_ EXAMPLE FOR 54• MAX. BUCK WIDTH MAX. O.C. FOR ARCH -TOP VARIES PER REINFORCEMENT LARGE & SMALL MISSILE RADIUS -TOP 12• MAX. FROM %-HFJIDER (SIM. FOR ALL LEVEL, SEE SHEETS 6-7 IMPACT RESISTANT HEADER (SIM. FRAME SEAM _�..I 30 1Y MAX / WINDOW TYPES) FOR ALL7e—l A B. SEE �, - MAX. O.C. WINDOW TYPES] ,_�/f//fir SHEET 3 / 52-1/8" MAX. BUCK WIDTH 10' MAX. FROM SEE SHEETS 1-1/4• J A. SEE!"- ""T"� 12• MAX, FRAME SEAM ILA B, SEE - 30' MAX. O.C. _ F+�•�--12" MAX. SHEET 3+ FIXED VISIBLE -L / SHEET 4 ~ I 8 8 9 SHEET3 T I LIGHT WIDTH -"-0" MAX. .C. A, SEE r--" Il I I SHEET 3 8, SEE�� 30' MAX. O.C. - -{�12• MAX. C, SEE �- '- r I 12'MAX. SHEET 3i i ) j FIXED - - - SHEET4 i 1 EQUALLY I I VISIBLESEE l 12' MAX I I 17-718'MAX. O.C. SPACED j 1 / LIGHT 17-7iB'MAX. O.C. SHEET3i 11 / I I EQUALLY I ANCHORS PER I I HEIGHT CED EQUALLY r I / 17-7/8° MAX. O.C. ANCHORS PER I TABLES 9-11 I I / �- 91.78• SPACED} TABLES 9.11 I / 1 1 / MAX ANCHORS PER Q 1 �- Q I I �" I BUCK TABLES 9-11 C / 62' MAX. O _ . __ HEIGHT BUCK HEIGHT - --_I_ MAX. � �- - _ BUCK ---- -- AS SHOWN X I -� ------ 10° MAX. O.C. HBUCK EIGHT 10° MAX. O.C. X I I ^ 10• MAX.IO.C. HEIGHT I X I I/� (91.78' I - I I `u' -•L_iL i I L u MAX.) IL -- '1 1 ( 13-3/4' MAX. D.C. 11 EQUALLY I 1 13-3/4• MAX. O.C. EQUALLY I / SASH 113.3/4R MAX. O.C. EQUALLY I I I SPACED I �_ SPACED VISIBLE 1 _,_ SPACED I L_._._ ANCHORS PER I //y ANCHORS PER LIGHT ANCHORS PER I ----- -- SHEEETS I IF TABLES 9-11 "� -_-- A TABLES 9-11 i / HEIGHT A TABLES 9-11 i / I A 8 & 9 C --- . 6-1n•;8.1n• MAX, I NO ANCHORS AT SILL r` _ JNO ANCHORS AT SILL I B J NO ANCHORSAT SILL r` ` p.�___J 1-114"• B : J I `l SEE SILL WEEP- B �- SASH VISIBLE �I SEE SILL WEEP- 1 \ I SEE SILL WEEP- SEE SILL WEEP- S MAX. BUCK WIDTH +j \-NOTCH DETAILS, LIGHT WIDTH NOTCH DETAILS, 54° MAX. B-UCK WIDTH -I NOTCH DETAILS, NOTCH DETAILS, SHEET3 SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP. 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) 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, ELEVATIONS.................................................... 1 FRAME, GLASS & ANCHOR OPTIONNSS ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. ................. 2 4) ALL WOOD BUCKS LESS THAN 1-1/2• THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE.OPTIONAL INSTALLATION, INTEGRAL PTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS INSTALLATION, FLANGE FIN ....LHANNEL.. 4 EQUAL LEGBOX..... 3 DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN GLAZING DETAILS ........................................... 5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). DESIGN PRESSUREESS........................................... 8-7 5) ANCHOR EMBEDMENT TO. BASE MATERIAL SHALL BE.BEYOND WALL DRESSING OR STUCCO. USEANCHORS 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: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. - CODES /STANDARDS USED: B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El300. •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS INCREASE HAS NOT BEEN -ASTM E130D-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 •ANSI/AF&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 & BRONZEILIGHTER •AISC 360-10 SHADES OF CAP COATED PVC EXTRUSION NOA'S: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSIIAF&PA NOS 8 ALUMINUM DMIJBINMANVAL UD G O FI I F CWL \ / RevWon: 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BILN USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING 'S DESIGN PRESSURE REQUIREMENT FROMASCE 7. '•� 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. �• 5H705 �• ; 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. R Fj i �� J• �` 1070 TECHNOLOGY DRIVE ALL RIGHTS 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11. VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR Vim'•• S TE •: (V�` N. VENICE, FL 34275 YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET. % '•.,X'(QRLpp•,••' �; (947)-4841BD0 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. S G \ OVAL1E�\�\ REIES. �, NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL. FLANGE, A. LYNN I,�I YR. P.E. INTEGRAL FIN OR EQUAL LEGBOX). P.E.G 58705 CERT. OFAUTH.029296 UPDATED TO FBC 2017. - JR - 06/06/17 PRODUCT REVISE/i .—FAyitg with the FLUMa Oeildiag Code AccePtanco P10 � �' r7 • �� 'rat" Date By M(aml ade RoduK Descripficn: ora,.n y: GENERAL NOTES & ELEVATION J ROSOWSKI 7i8e: I Date: 31NGLE HUNG WINDOW INSTALLATION - LM 05/15/15 NTS I 1 OF 13 1 MD-SH5500-01 I B� UPDATED TO FBC 2017. - JR - 06/06/17 PRODUCT REVISE/i .—FAyitg with the FLUMa Oeildiag Code AccePtanco P10 � �' r7 • �� 'rat" Date By M(aml ade RoduK Descripficn: ora,.n y: GENERAL NOTES & ELEVATION J ROSOWSKI 7i8e: I Date: 31NGLE HUNG WINDOW INSTALLATION - LM 05/15/15 NTS I 1 OF 13 1 MD-SH5500-01 I B� Glass-- Type --- Description (Listed from Exterior to Interior) Design Pressure Table # Sheet # 5 71W Laminated I.G.: 118' A Extedor Cep + 7116' Air Space + 5/16' Laminated; (2) Lites of 1/8' A Glass with .090' PVB Intedayer 4,5 6 6 7/8' Laminated I.G.: 118' T Exterior Cap + 7/16' Air Space + 5/16' Laminated; (2) L tes of 1/8' A Glass with .090" PVB Intedayer 4,6 6 7 7/8" Laminated I.G.: 3f 18' A Exterior Cap + 3/8" Air Space + 5116" Laminated; (2) Utes of 118" A Glass walh .D90" PVB Intedayer 4,6 6 8 7/8' Laminated I.G.: 311W T Extedor Cap + 3/8' Air Space + Will" Laminated; (2) Utes of 1/8` A Glass with .090' PVB Intedayer 4,6 6 9 7/8' Laminated I.G.: 1/9' A Exterior Cap + 7/16' Air Space + 5116' Laminated; (2) Utes of 1/8" H Glass with .090' SG Intedayer 7 7 10 71W Laminated I.G.: 1/8' TExterior Cap+ 7/16' Air Space + 5/16" Laminated; (2) Lites of 118' H Glass with .090' SG Intedayer 7 7 11 7/8' Laminated I.G.: 3116' A Exterior Cap + 3/8" Air Space + 5116" Laminated; (2) Utes of 1/8' H Glass with .090' SG Intedayer 7 7 12 7/8' Laminated I.G.: 3/16' T Extedor Cap + 318' Air Space + 5/16' Laminated; (2) Utes of 1/e' H Glass with .090' SG Intedayer 7 7 13 7/8' Laminated I.G.: 1/8' A Exterior Cap + 5116' Air Space + 7116' Laminated; (2) Utes of 3/l6' A Glass with .090' SG Intedayer 8 7 14 7/8' Laminated I.G.: 118" T Extedor Cap + 5116' Air Space + 7/16" Laminated; (2) Lites of 3/16' A Glass with .090° SG Intedayer 8 7 15 718" Laminated I.G.: 3116" A Exterior Cap + 1/4" Air Space + 7/16" Laminated; (2) Utes of 3/16' A Glass with .090" SG Intedayer 7 7 16 7/6' Laminated I.G.: 3/16' T Exterior Cap + 1/4' Air Space + 7/16" Laminated; (2) Utes of 3/16" A Glass vdth .090' SG Intedayer 7 7 GroupAnchor Substrate Min. Edge Distance Min. Embecmenr A MS #10 SS.S. (steel, 1 or 1 S.S.) P.T. Southem Pine (SG=0.55) 7/16' 1-3/8' Steel, A36' 318, 0.050` Steel Stud, A853 Gr. 33' 3/8' 0.0451" (18 Ga.) Aluminum, 6063-T5• 319, 0.050" 3116" steel Ultracon P.T. Southern Pine (SG=0.55) 7/16" 1-3/8' Concrete (min. 2.85 ksi) 1' 13/8' Ungrouted CMU, (ASTM C-90) 2-112" 1-1/4' g M5 #12 SS.S. (steel, 1S or 1 S.S.) P.T. Southern Pine (SG=0.55) 9116' 13/8' Steel, A36' 3/8' 0.050, Steel Stud, A653 Gr. 33' 318' 0.0451' (18 Ga.) Aluminum, 6063-T6• 318' 0.063' 1/4' steel Ultracon P.T. Southern Pine (SG=0.55) 1' 1-3/8' 1/4" steel Creteflex P.T. Southern Pine (SG=0.55) 1` 1-3/8" 1/4" steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1' 1318' C 1/4" steel Ultrecon Concrete (min. 2.85 ksi) 1' 13/4' Ungrouted CMU, (ASTM C-90) 2417 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° 13/4' D Ile steel Creteflex Concrete (min. 3.35 ksi) 2-1/2" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2' 1-114" 114° steel Aggre-Galax Concrete min. 3.275 ksi 1-1IF 13/8° Grouted CMU, (ASTM C-90) 2' 1 2- Group Anchor Substrate DIs Edge idanxx Min. Embedment! E 2-1/2' x .131" Common Nail P.T. Southern Pine (SG=.55) 3f8' 2-7/16° 2-1/2' Ring -shank Rooting Nail P.T. Southern Pine (SG=.55) 318" 2-7/16' F #10 Trusshead SMS (steel, 18.8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.65) 1/2' 1-3/8" Aluminum, 6063-T5' 318, 0.050' Steel Stud, Gr. 33' 318' 0.0451" (18 Ga.) Steel, A3W-A 318° 0.050- #12 SMS (steel, 18.8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 9116" 1318" Altsninum, 6083-T5' 318" 0.063- Steel Stud, Gr. 33' 318- I 0.050- Steel, A36` 318' 0.050" 'GLASS TYPES 5, 7.9.11.13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Frame Types (see FTg B) Glass Options (see Table 1) Frame Conllgs. (see Fig A) Frame Shapes (see Fig C) Installation Options that may be used Flange 42 ( ) 5 -16 Equal-Ule, Oriel/Protiew & Cottage Square/Rect., Arch -Top & Radius -Top Through the flame of the window.'::. ....into 2X Wood Freme(Buckstdp -sheet 3, option 1 ....into Concrete/CMU - sheet 3, option 2 ....through 1X Buckstrip into Concrete/CMU - sheet 3, option 3 ....into Metal - sheet 3, option 4 Box / Equal -Leg (44) 5 -16 Equal4ite, OdeUPratew & Cottage • Square/Rect-, Arch -Top & Radius Top Through the frame of the window..........lhnwgh ....into 2X Wood Frame/Buckstrip - sheet 3, option 1 ....into ConcretefCMU - sheet 3, option 2 1X Bucksfrip Into Concrete/CMU -sheet 3, option 3 ....into Metal - sheet 3, option 4 ,-Channel M1) 5-8 Equal -Cite, OdeUPrmid Cottagee Square/Rect., Arch-Top Raftadus--Top op Through the integral fin...... ....into 2X Wood Frame/Buckstrip - sheet 4, option 5 ..-,Into Metal -a heed 4, option 7 Through the frame of the window ...... ....into 2X Wood Fmme/Buckstdp -skeet 4, option 6 .... into Medal - sheet 4, option 8 Integral Fin i#3) 5-8 Equal -liter, Oria Cot tage 8 Cottage Square/Rect., Arch-Top Radius -Top p Through the integral fin...... eg ....into 2X Wood FramelBuckstdp - sheet 4, option 5 ....into Metal -sheet 4, option 7 Through the frame of the window...... into 2X Wood Frame/Buckstdp -sheet 4, option 6 ....into Metal -sheet 4, option B EQUAL-LITE ORIEL COTTAGE --I _ m BUCK WIDTH - -- -- x mL BUCK WIDTH T Co BUCK WIDTH)+— I x RECTANGULAR RADIUS•TOP in1 l ARCH -TOP 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 6-111 "NLYNAI ,G NSFM�I��'� * , No.58705 •' ' �f' Z •' 6 1070 TECHNOLOGY DRIVE ' MIN. OF 3 THREADS ' p T.' �/ i�i(Y •'•, �� N. VENICE. FL 34276 BEYONOTHE METAL i �` '• FlORIDP.•' • \_� i ��Sts/ �� (941}480.1600 (xlrmxsHromt7 SUBSTRATE. 7r/��1NAL11 11` A. LYN/J�IIIL�ER P.E. vox INDUSTRIES, INC. ALLaWfiS RF.lYRVED P.E.#58705 CERT. OF AUTH.#29298 Flr:l IRF R- FRAME TVPFS 0 J-CHANNEL INTEGRAL FIN O O FLANGE BOX OR EQUAL -LEG Material Min, Fr Min. F„ Steel Screw 92 ksi 120 ksl 18.8 Screw 60 ksi 95 kai 410 Screw 90 ksi 110 ksi Elco Aggre-Gator® 57 kai 96 ksi Elco UltraCon® 410 SS Elco CreteFlex® 155 ksi 127.4 ksi 177 ksl 189.7 ksl 606345 Aluminum 16 ksi 22 ksl' Steel 38 ksi 68 ksi HA36 . 33 Steel Stud 33 ksi 45 ksi ANCHORS RE -GROUPED. - JR - 06/06/17 'A° = ANNEALED "H'= HEAT STRENGTHENED T = TEMPERED 'PVB' = .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. 'SG" = .090' SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. PRODUCT REVISED es —plying witb the Florida &uiidos Cads >vvxiptn�rr rw ! 7'fa(P30.os„ FB.YmDate A1n Dedn Pa-tt Coft ✓�. LASS/ANCHORS/FRAME OPTIONS J ROSOWSKI NGLE HUNG WINDOW INSTALLATION - LM 05/15/15 tu/Arodel: Scala: Shut: SH-5500 NTS 2 OF 13 M -D SH5500-01 RB INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 ANCHORED THROUGH FRAME INSTALLATION DIRECTLY INTO CONCRETElCMU. OPTION 1 EDGE DISTANCE ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD 1/4' MAX SHIM FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. a EMBEDMENT 1B EDGE FLANGE FRAME -- DISTANCE SHOWN ^d ALANCE '114- MAX asSIM TYP. ANCHOR TYPE, TYPAN HANCHOR TYPE, EMBEDMEN EDGE EDGE EMBEDMENT AND EDGE DISTANCE E PER DISTANCE PER SUBSTRATE, SUBSTRATE, 0 SEE TABLE 2. SHEET 2. SEE TABLE 2, SHEET 2. - 18 - FIXED VISIBLE 18 20 OPT. SASH TOP LIFT RAIL _ FLANGE FRAME LIGHT FOR ALL WINDOWS: NOTES: SHOWN HEIGHT >= 1 1 ANCHOR @ 3.55 y I 49 ! q6 FROM END AND AT 1) USE ONLY i 21 CENTER. SUBSTRATE -APPROPRIATE -- 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, q OVER 36° WIDE: SHEET 2. FOLLOW EMBEDMENT AND 72 j� 0 ADD ADDITIONAL EDGE DISTANCE LIMITS. ANY r SCREWS @i"W INSTALLATION OPTION SHOWN MAY 14 45 46 47 O 35 FROM END. BE USED ON ANY SIDE OF THE L FOR WINDOWS WITH WINDOW. BUCK 5p o IO 18 BOTTOM LOCKS: ADD ADDITIONAL 2) MASONRY ANCHORS MAY BE HEIGHT SCREWS @ 8-318- USED INTO WOOD AS PER TABLE 2. 85 �- FROM END. SHEET 2. ALL WOOD BUCKS LESS 30 THAN 1.1/2' THICK ARE TO BE SASH CONSIDERED 1X INSTALLATIONS. 1X EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF /L-� <D LIGHT UNIT IS INSTALLED DIRECTLY TO WOOD BUCKS HEIGHT yy � 16 USE EITHER SUBSTRATE. DEPICTED AS 2X ARE 1.112'THICK OR GREATER. 1X AND 2X BUCKS OPT 86 _I___ 65 LATCH OR BOTTOM LOCK. (WHEN USED) SHALL BE DESIGNED TRANSFER LOADS TO (2) 1' 81 37 30 64 TESTED UNIT TO PROPERLY THE STRUCTURE. WOOD BUCK INTERIOR WEEP _ LOCATION: 6-5/8' DESIGN AND INSTALLATION IS THE NOTCHES AT gp FROM SASH END. RESPONSIBILITY OF THE ENGINEER EACH END. \ OR ARCHITECT OF RECORD. EQUAIL-FRAMELEG/BOX- FRAMESHOWN .27'X 1.25' WEEPHOLE W/COVER @ Q` ° 2.87' FROM 3J EACH END. • • ° VERTICAL SECTION B-B B YPE VARIES WITH SASH WEIGHT FIXED VISIBLE INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2. THIS SHEET. EMBEDMENT i6 1/4'MAXSHIM —�i I+— •. 1� "%nSIBLEEDGE _ ❑ DISTANCE __ -- - TYP. ANCHOR EXTERIOR V LIGHT WIDTH \- EOUAL J2 - _ILEG/BOX -- BUCK WIDTH - FRAME HORIZONTAL SECTION A -A SHOWN DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 1/4" MAX. SHIM FLANGE FRAME SHOWN #10 OR A112 STEEL - SELF -DRILLING - SMS (G5), SEE TABLE 2, SHEET 2. EXTERIOR 66 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 67 OPENING) IS MEASURED FROM r 1/4' MAX SHIM BEADING TO BEADING. ANCHOREDTHROUGH FRAME INTO METAL \ 1/4' MAX. SHIM DQ EOUALFRAME SHOWN SHOWN INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL -• \ • TYPE, EMBEDMENT AND EDGE DISTANCE PER ' EDGE SUBSTRATE, • ,' DISTANCE SEE TABLE 2, SHEET 2. REVISED g with du Fhrlda 111111111// N �7� •......... '�i •, �� Redetan: "---•-- Ex'raC .Ddt: �LV By Produce 0, NO ANCHORS-''uCEN3F •'•� = Mi. i Date -REQUIRED IN VISIBLE LIGHT FORMULAS - No 58705 ' FLANGE OR EQUAL -LEG WIDTH - /�d -�� om— W. FRAME SILLS @SASH: BUCK WIDTH - 6.112" @FIXEDUTE: BUCKWIDTH-4-318' . u q' =1� '•. 17^••[V�Z 1070 TECHNOLOGY DRIVE OewlpOan: FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI HEIGHT (EQUAL-LITE) �� •.. ST TE OF (V : ii (� '•., fORIOP .•'• \_� N. VENICE, FL 34275 (00MBO.1600 7iGo: DOte: BUCK HEIGHT/2-3-16M6' �i�sS�ONAL G�\` SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 //1 1111111 0 7 POT �USMES•2C• uLN0H18 FESERVEU SeAea/YOdel: Scab: Shee4• Dm ing No. Rer. B_ A. LYNN MILLER, P.E. SH-5500 NTS 3 OF 13 MD-SH5500-01 P.E.# 58705 CERT. OF AUTH. #29296 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL Imo- EMBEDMENT FIN INTO 2X WOOD FRAME OR BUCK- STRIP. SEE NOTE 2, THIS _ -- SHEET. — J-CHANNEL FRAME (� SHOWN I I FIXED VISIBLE LIGHT HEIGHT iEMBEDMENT EDGE DISTANCE TYP. ANCHORTYPE, T AND ANDE EMBEDMENT DISTANCE PER SUBSTRATE.. SEE TABLE 2, SHEET 2. U r L (SCREW SHOWN) 1114' MAX SHIM EDGE TYP. ANCHOR TYPE, DISTANCE _ EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 1— SEE TABLE 3, SHEET 2. (NAIL SHOWN) INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 114' MAX SHIM BALANCE YPE VARIES WITH SASH WEIGHT INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 114" MAX SHIM 16 SASH VISIBLE 17 rl LIGHT WIDTH EXTERIOR Imo— EDGE DISTANCE EMBEDMENT TYP. ANCHOR TYPE, APPROVED D EDGE INTEGRAL \_ EMBEDMDISTANCE 2D2�1 o ]LIFT OPT. SASH TOP O Jv J-CHANNEL 1 FIXED VISIBLE LIGHT WIDTH PER SUBSTRATE, FIN DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. SHOWN E (NAIL SHOWN) RAIL FRAME \ FOR ALL WINDOWS: 1 ANCHOR @ 3.55- FROM END AND AT NOTES: SHOWN 1)USE ONLY ----- BUCK WIDTH HORIZONTAL SECTION C-CC CENTER. FOR WINDOWS — - SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 8 3 OF SHEET 2 FOLLOW EMBEDMENT ----- -- MULLION FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD 72 U —" OVER 36' WIDE: 1/4' MAX. DADE 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS. ANY SHIM MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 8 3, SHEET 2. 45 46 47 SCREWS @16-3/8' INSTALLATION OPTION SHOWN MAY 1'l OFROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: k OR1t12 STEEL 114° MAX. HEIGHT 50 D 16 ADD ADDITIONAL 2) MASONRY ANCHORS MAY BE SELF -DRILLING _ � SHIM SCREWS @ 8-3/8' USED INTO WOOD AS PER TABLE 2, SMS (G5), SEE 85 -�-- FROM END. SHEET 2. ALL WOOD BUCKS LESS TABLES 2 8 3, D� 30 THAN 1-1/2"THICK ARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER SUBSTRATE. WOOD BUCKS {} y LATCH (SHOWN) DEPICTED AS 2X ARE 1-10THICK [_ 86 S _]_ 16 OR BOTTOM OR GREATER. 1X AND 2X BUCKS OPT. LOCK (SHEET 3). � Q SS (WHEN USED) SHALL BE DESIGNED Df FIN AND/OR 63 TESTED UNIT TO PROPERLY TRANSFER LOADSINTERIOR 81 30 LOCATION: 6-5/8° TO THE STRUCTURE. WOOD BUCK FLANGE REMOVED WEEP - FROM SASH ENO. DESIGN AND INSTALLATION IS THE IN -FIELD NOTCHES AT 8p \ p RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN G EACH END. tlllll NOANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION 7 O SILLS IF ANCHORING 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 10,OPTION 8 P120DUCf REVISED OPENING) IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL "s caatplYmgwith lift Flv ida 1/4• MAX ANCHORED THROUGH 1;uiidin Code _ BEADING 70 BEADING. INTEGRAL FIN/FLANGE REMOVED) a INTEGRAL FIN �SNIM `1111111111II� INTEGRAL FIN INTO METAL ( ac pletco(P� ,c ' FRAME SHOWN o `� i Revision: E nirsriat me 27' X 1.25' WEEPHOLE •��O' �,tCENy+•''7�('''i By _ 38 WlCOVER § 2.87" � �—__- � Q?•' F .{�� Adin;ni ade Prtd�ret FROM EACH END. VISIBLE LIGHT FORMULAS No. 58705 IS *: TYP. ANCHOR TYPE,—� EMBEDMENT AND EDGE EDGE DISTANCE WIDTH _ 7 DISTANCE PER SUBSTRATE, _� QSASH: BUCK WIDTH - 6-1/2• Oescripllon: Drorn or SEE TABLE 3, SHEET 2. —� EMBEDMENT Q FIXED LITE: BUCK WIDTH-43/8" %�0 •'.. S AT TE0 ! '.[(/� 1070 TECHNOLOGY DRIVE J-CHANNEL &INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) a �!/ N. VENICE. FL 34275 HEIGHT (EQUAL-LITE) : �s''............. ORIDP�� (941)480-1600 TN°° Date: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT/2 - 3-15116' �i7 S'/ . SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 NAL ANCHORED THROUGH INTEGRAL FIN viI7O 111111�1v`\ par[N semtlNC. Sertes/ModeL• Scole: Sheet• prorfng Na Rev: INTO 2X WOOD FRAME OR BUCK- ALL RIGM RESERVED STRIP. SEE NOTE 2, THIS SHEET. A. LYNN MILLER, P.E. SH-5500 NTS 4 OF 13 MD-SH5500-01 B P.EA 68705 CERT.OFAUTH.i128296 7/8" NOM. �•�-- 5116" A/A PVB 7/16" AIR SPACE 1/8" A GLASS aEXTERIOR 76.79 GLASS TYPE 5 719r* NO 5/16' H/H SG 7/16" AIR SPACE 1/8" T GLASS G] EXTERIOR 78-79 GLASS TYPE 10 --�{ 71W NOM. �- 5/16" A/A PVB 7/16" AIR SPACE- 1/8" T GLASS EXTERIOR 78-78 GLASS TYPE 6 718" NOM. 5/16" H/H SG 3/8" AIR SPACE 3/16" A GLASS EXTERIOR 78 79_a GLASS TYPE 11 !'NOM.GLASS GLASS TYPES 9 THROUGH fE TYP. 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL FIN FRAMES 'GLASS TYPES 5, 7, 9, 11, 13 8 15 MAY NOT BE USED IN • THE HVHZ ABOVE 301. GLAZING NOTES 'A' = ANNEALED —�{ 7/8" NOM. 5116" A/A PVA\, 3/8" AIR SP 3116" A G G] EXT GLASS TYPE 7 718" NOM. 5/16" H/H SG 3/8" AIR SPACE 3/16" T GLASS G] EXTERIOR TeaB GLASS TYPE 12 718" NOM. vl- 7/16" A/A SG 1/4" AIR SPACE 3/16" A GLASS G] EXTERIOR 78-78 TYP. GLAZING DETAIL "H"= HEAT STRENGTHENED 'T' = TEMPERED 'PVB' =.090' TROSIFOL® PVB BY KURARAY AMERICA, INC. 'SG" _ .09T SENTRYGLAS®BY KURARAY AMERICA. INC. FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. I V V 11 I GLASS TYPE 15 718' NOM. 5116" A/A P' 3/8" AIR SPACE 3/16" T GLASS GJ EXTERIOR 76-79 — uo r— r- 7/16" A/A SG - 5/16" AIR SPACE 1/8" A GLASS a EXTERIOR 76.79 GLASS TYPE 13 7/8" NOM. 7/16" A/A SG 1/4" AIR SPACE 3/16" T GLASS ram] EXTERIOR T6-79 GLASS TYPE 16 1 7/8""NOM. �— 5/16" H/H SG 7/16" AIR SPACE 1/8" A GLASS a EXTERIOR 78-79 —mil /Itl-NVM. I�- 7/16" AIA SG I — 5/16" AIR SPACE 1/8" T GLASS EXTERIOR y 7s7e GLASS TYPE 14 1 PRODUCT REVISED s eemplymg withthe Fiaride s2uildir>gcade t%- 3D t t t 11 1111 Accepteecn ran �. � " isariw�Dffie 1 f 11" 4i `�Pc1�;•' UICENSF'•�C�1 � Rev7eWn: 1 Biia..i adePreductCcxanv •� * : NO.58705?nor _- *- _ -0 =7� ;� �2 1�. G ; 107oTECHNOLOGYDRivE DaaoripUm- GLAZING DETAILS Drown By: J ROSOWSKI 0'. Si TE OF �� i; �s•'•FCORID?,.•' ��,: ZoNAL 00\\ 7 j111111 t a 1\C1 A. LYNN MILLER. P.E. P.E958705 N. VENICE. FL 34275 ce4+} •+60 SINGLE HUNG WINDOW INSTALLATION — LM Deter 05/15/15 COPlWGKTo2M7 ALLRt@BSp6T 1 DRESER Ser/ea/ModU SH-5500 Swle: NTS Shaeh 5 OF 13 Drttring No. MD—SH5500-01 Rer. B.- CERT. OF AUTH.#29298 „ TABLE 4: Dlam Types 5.6.7 A 8 Design Pressure, botte +F 50.0 RNN. Level R1 Fw all window 6 sash spas btt l-y,-... e ANCHOR GROUP AND QUANTITY. -1 1T 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) Claw Type a Rafnt Lawi ra Bat-6mh 0-iglt wp.. Ra,,a@Wbdn Fkghl Show4 s hHey* Ran 04 Design Presawe,Ib.M' WM B�wm upte48 I ) 52125.. 23.5 E "W 11.394 465.0rl� 85.0 -70.0 Sladad Wt1p 14.617-15.870 +8605.0 -70.0 28 EgAl4it4 standalPmMw 11.5B3-14.516 11.377.11.582 -nO850 +es065A .70.0 -70A Talbst 23.517.25288 +05.085.0 -70.0 Standad wt w 21.9M.23.518 +66065.0 -MO NXIS E@allib Slmdmd Pm 17.517. 2D.957 %517.17.516 +85095.0 + O465.0 .70.0 70.0 ShMo4i 11.3T7. 14.518 +e,O85A -700 Trial 31.911 +M0 .70.0 +650 .70.0 O.W. Sae 77,582 +85.0 -MO 4650 .700 Stadard Cetteps28.516 +BSO -70.0 +85.0 .MD b EgeHim 23.516 +e60 -70.0 +65.0 •700 SaWard POMor20.510 P14.517. 4ai0 -MO 465.0 7a0 Oatom sae 17.516 +BSO -700 -MD -70.D3m4o41 14.510 +650 •M0 465.0 •700Ulan 35,911 +650 .MO +650 .700 Stadard CMpo-31.582 +860 .MO 4650 -7010 EwaAft -20.518 +86D 40 SbMad Pmiaa 17.517. 2D.516 +65.1) 1 -70.0 +65.0 -70.0 Cum.Sae 14.517-17.516 + 0 -70,0 +85D -70.0 Cmm.Sae 12517-14.516 + O 40.0 +65.0 -MO shM n 11.377-12.510 + 0 -M.0 +BSD 70.0 v TNbst 33.208 - 37.630 +65.0 -70.0 465.0 7as Standard O%tapa 28.517-M2D7 +BSO •70.0 +96A 1 -70.0 Ey Wfta 23.517-28.516 +6s0 .70.0 +66.0 -70.0 m 49.125 -Oc sae 2a517.21318 +660 -11).0 465.0 70.0 smmad Pm*ear 17.517. 2D.516 +650 -70.0 +DSO .70.0 O,stan sae 1 517-17518 +65.0 -MO +650 -70.0 (`.16E ske 12517-14-518 -MO -MD +860 .700 shodast 11.377-12.518 +MO -MD +650 70.0 Tdbat SUMad Cottape M517-4111" 31.517-36510 +85.0 +65.0 -MO -70.0 +65.0 +65D 70A 40.0 Equalllb 20517.31.518 4650 -70e +6S.0 700 5a,idad Pto4" n517-28.516 +55.0 -MA +65A -70.0 82 Onla. ska 20517-2351a +65.0 -M.0 +65.0 •70.0 cam. ska 17.517. ML16 +65.0 -MA +65.0 •70.0 ' C.I-Sae 14.517-17516 +6s0 1 .70.0 +65.0 -68.1 Onb.Sao 11017.14.518 + O .Mo +65.0 417.3 Sb .t 11.864. 13.016 +650 -70.0 +BS.D 4165 Te1ks1 99.517-41.644 +650 -70.0 +65.0 700 Q6m. Sae 38.07-39.518 4as -MO +65.0 -7110 Ep,aNtie 35.517. 38.516 465.0 -7D0 +85A .70.0 75 Cam. she 32517. 35.516 +650 -70.0 +65.0 70.0 saMad Rodmv 29.517.32516 +65.0 -M.0 +65.0 -70.0 Ocm. Sae 28.517-29518 +65.0 •70.0 +05.0 T7.3 Sh.l.t 25.518-20.518 485.0 -7a0 +05.0 066 Egvel4ia 98,517-41.6M Me -70.O0A +BA 70 81 E7.3 8tadaC Pnaiew 33.018-35S76 1 +850 -MO I +65.0 b6s 91.T8 Talker -.41A44 1 +85.0 -MD Mi0 Eas TABLE 6: olarryPss 6,7ss Design Pressum.lbs2D7 +65.0140.0 Refine lawl R3 For all w1M end sash ai- btt I AULL 7 U. bKtt 1 s rUK ANCHOR GROUP AND QUANTITY. H iT 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) d4:ODUC. i RF.VISEL) .s cnmFSyi118 uitb 266 %7oti.+si ODiid:as Cade SEE TABLE 10. SHEET 9 FOR ANCHP " MIN. SASH HEIGHT = WIND W �� OUP AND QUANTITY. I{'�MT 50.136 Acc Canoe ND Q cP GaFe ' EBy ♦ � 7 RarL7sn: •'• •..�� ^ Q Mi3n1e add Product r No.58705 NOTES: �' DES 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 41j �O�'.• ST 7E O ((� . �C�S''• ORIDP,.•'G�2\� 1070TECHNOLOGY DRNE N. VENICE, FL 34275 DESIGN PRESSURE TABLES J ROSOWSKI Tito: Date: 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. �'•••' �� i77S� ♦` (941)480,4600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3) FOR SIZESNOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN �NAL t ®20t7 PcBT p/OU 92 eJC. • �~B �� THE A. LYNN MILLER, P.E. �"W`iMTS SH-5500 NTS 6 OF 13 MD-SH5500-01 B RE# 58705 CERT. OF AUTH. M28296 at-lyp• 012, 15 i 19 F�iR•Inf. L•wl 3 sawn S=h DBBudllicn br W1m Rmp0 Wnmw Hd2M 51wvm S=h "M Ra196 On) Design Pressure, ms7Ra W mBuckWft Qm uPb40 I 40 52.125 1 64 ns Egam. 11.394 +mA 1410.0 .70.0 -1100 +7eo -1%0 1 +MO 410.0 St..wd Comp M517-15,870 +ro.0 -110.0 .70.0 -110.0 +70,0 -M-0 +70.0 -11aO 28 EWiliio 11.5W-14.516 +70.0 410A +70.0 -11ao +700 -itoc +m0 -1lao SMrdad Ptodaw 11.377.-11.582 +m.0 410.0 -MO -110.0 -70.0 -110.0 -+m.0 .110.0 T.D.t 23.517-25.288 .m.0 410A +T0.0 -110.0 •m0 .110.0 +m.0 -11n0 SW.d0o, 20.958-23.516 +m.0 -110.0 N0.0 -110.0 "o-0 -110.0 .m0 -1100 37.3T5 Eqa-Fd• t7.517-mD6T .m.0 -1100 .70.0 -110.0 +70.0 .110.0 +7a0 -1m.0 SW,d dPrWew 1d.51T•17.318 +m.0 •110.0 .70.0 •110.0 +TDA -110.0 +m.0 -lino sll d- IUT7. 14.518 .mA -110.0 +70.0 -1100 +m0 •107.0 +70.0 .103.0 TW�l 27.583-31.011 +70i0 -110.0 .7o.0 b9.0 +700 -MO +70,0 -90A Cmwn Sko XSV-27.582 470.0 -110.0 +70.0 -t10.0 •TD.O 410.0 +70.0 '1100 SWWwd Co049e 23517-28.518 +70.0 -110.0 +70D -1100 170.0 -110.0 +70.0 .110.0 N Ew IZ 20.547-23.516 +70.0 -1lOD +m,D -110.0 +70.0 -11aO +7a0 .110-0 3tardad PmAm 17.617 - 20.518 +10.0 410.0 +70.0 -110.0 +70.0 410.0 .70'0 .110.0 Cuswn SOe 14.517-17.616 +m.0 410.0 -70.0 -110.0 -70.0 410.0 +m.0 •110.0 slp 11.377-/4.516 +m.D 410.0 •70A -1t0.o +70.0 .107.0 +70.0 .103.0 .Td 1 31.W3-36.011 .mD 410.0 +m.0 4a0 •70.0 -93.0 1 +7a0 -9D.0 St4Mad Co Lve 2d517. 31.5a7 +70.0 •110D •m.0 410A .mo •110.0 +m.0 -110.0 48 EWd44e 5wZd PmAew 20.517.2B.516 17517-m.515 +m.0 .70.0 1 •110.o -110D 1 .70.0 •70.0 .110.0 •110.0 .70.0 NOD •110.0 •110.0 I +70.0 +m.0 .11n0 •1/0.0 dSlmn Sim 1t 6t7-17.518 .70.0 .110.9 -70.0 -11aO ♦70.0 -1100 -70.0 -1la0 Custom Sze 12.5177 14.510 .m.0 .110.0 +70.0 -110,0 .70.0 .110.0 .70.0 -110.0 6hatesl 1 11.377.12.616 .70.0 410.0 1 +70.0 .110.0 +m.0 .110.0 +70.0 -Ila0 Tdk t 332D8-37.5M •70.0 A100 1 +m.0 .09.0 +7n0 410 1 +70.0 W,O s-l"d Cohgp X617-33.207 •ro.0 10.0 470.0 -110.0 .a0 410.0 .70.0 •11a0 EW 23517.20618 0- -11 -70.0 -/10.0 +m.0 -11a0 Cum him 2D.517-23.516 •mD -110.0 +D110.0 •70.0 410.0 +m0 -110.0 St.,d dAWw Cush. S'd• 17.5V-20.616 14.517-17.510 .70.0 +70.0 .110D -110.0 1 .70.0 +70.0 410.0 .110.0 +70.0 +70.0 -110.0 •110.0 +m0 +70.0 1 •1100 -110.0 Cuclan 5¢e 12.517-14,516 +70.0 •110.0 .70.0 -110.0 +70.0 .110.0 +700 -110.0 Slodeat 11.7T7-12.515 +70.0 .1IM0 1 .70.0 410.0 +70.0 -110.0 +MO -11n0 TAW 34517-41.644 470,0 -110.0 .70.0 -110.0 -70.0 -1100 +ro.0 -110.0 StaMad CW%e 31.617-3a516 +70.0 -140.0 I +m.0 -110.0 +70.0 -110.0 +m0 I •110.0 eq.tQe 25517-31.518 •70.0 -110.0 +70.0 -110.0 .70.0 110.0 .m0 141aO swi PrWcw 2351T-24.518 +m.o -11D.01 m.0 410.0 'Tao -110.0 •m.a -1ta0 62 Cmt mSae 2A517-23.518 .70.0 410.0 •70.0 -110.0 +70.0 -110.0 +70.0 -11a0 Celbm Slz• 17.517 - 20.518 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 410.0 Cwn She '- 14.517-17516 .70,0 •110D •70.0 -110.0 +70.0 -11Q0 +mD -11Q0 Dnwn 5t 13,017-14.516 +ma -110.0 +m.0 .110.0 .70.0 410.01.mo •110.0 Strides! I 1.884 - 13.010 +m.0 1 -110.0 1 +m.0 -110.0 170.0 -110.0 *70.0 -110.0 T.1w 39.517.41.644 +70.0 .110.0 +70.0 -110.0 -100 4100 •70.0 -110.0 3a517.30.516 .m.D -H0.0 +m.0 -1f0.0 N0.0 -110.0 .m.0 -110.0 WW4I 35517-3B.516 .m.0 -1f0.0 m.0•110.0 .70.0 •110.0 +m.0 •11mo 75am 9tre 32817-35518 +m.0 410.0 +m.9 •110.0 .70.0 410.0 .m0 -110.0 PSQ�Ldol 29+517.32.510 +m.0 '1140 .70.0 -110.0 .70.0 -11&0 +70.0 -11a• 25577-29.516 +mA -110.0 .ro.0 •110.0 +70.0 Alm +m.0 •110.0 25516. 2B.61e +m.0 •110.0 +ro.0 410.0 +m.0 •110.0 +70.0 -1140 EquaWm 38.517. 41.1" +m.0 -i 10.D +ro.0 -To N0.0 -t100 .-0 84 Custom Size 95617.38.510 +m.0 -110.. +70.0 -110.0 Na0 -119.0 _+70.0 -110.0 swd.d Ptodaw I nela-35.618 +m.. -1mo +70.0 410.0 N0.0 -110.0 .T0.0 -110.0 91.78 Tow - 41."4 170.0 -110D I +m.0 I -Imo 1 .70.0 41n0 +7a0 -110.0 5th 1 AlSLC l 1, amCc i T u wrt wvl.n�m un.a�r .vvv ........, „ , •• MIN. SASH HEIGHT = WINDOW BUCK HEIGHT- 50.136 ' �11�IIY��Li}i�W IYi��YYII�I W�YeIWW�IN1YrIlYW�YWIW'Y��IWWI�IO}��•IW�G4r1�IYfW �7®T.'},'ONME eY�1,�Y.i•IWYi iGWiYlii II�II�I�IIYiLIW�Y�IWiiIiYYI��WY�®" IYYWIi'�I®" I�II�I� wmmf�®' c ' mmc ' zmcm®' ' m m CME ' ummm®' Weir®' ' gm ��pTmnm®" amc" ®" ®" ®" cm®" ®" MMCM=3®" `®' Em _ MMM"-�FMMMC 1l" ®" fiiMC ®" ®" UMMMIdrL' C EM E�rmzmr,®" ®" ®" mmmmmm ®®" ®" ®" EMCMM30 rllmmricmcmcmmmcmmmgmmmsmmmcmgmcmmmcm�M orr",Tmm®"' cmzm®" ®' IMKM®" ®" t•4Y'etW'i'4CMMM" ®" EMC '®' ' i"�i:s'illli4:i4t• �Ip�}�•}��z�rr�� . 1®�' ,'• IW1�3'i�',i•li�LLr�,i�i,1II�I1W'G'4II��(}L7,,}}S,,��I��Y1,,1�I��/�/,,��I�IIY},i�,�r��,t�II�Y'6'�I��I��Y:l:rll`�'� �[®r,'�,'1 W'i'e �r®1',}'� e7�,�,• �!r®,'�'•®' ' � �}®,'�' Ilfis'ad �}®,'�,'•®' ' ��}®,'�' r,�}� il'Si1�.ifY'a 11�'BI1444'�' �®' ' W'Yr1Y¢ir mmcmmm' ' m=mmm LB SASH HEIGHT I EOudlR• 38.517-N.844-11a.o •7a.o -noD +m.o -ro.9 +7o.D -ro.o •70.0 -voD ao.o •toes ao.o ae.7 .m.o a1.1 GLASS TYPES 9 THROUGH Gu9om sxe 3ssv-395t6 -110.o ao.o eaa -tots .7D.D •oga •70.0 -98.9 •70.0 ae.a ao.o 06,41 wo.o at.e f 16MAY NOT BE USED WITH amaemPralew. 33e1e-356t6 •rD.o -no.o +>o.a -tlao •TD.o -t52e •7aD 47.0 •70.0 a3a ao.o ant ao.D aaD •mo a9.o J-CHANNELORINTEGRAL .70.0 -nao •m.o -to2s •�aD a7.D •70.0a3s •70.0 aD.1 ao.o 00.0 +m.o aD.o • FIN FRAMES QUANTITY. - 50.136 PRODUCT'REVISED 53 coA1Plyirig,vich thx FlDrid2 1i+uldiga Code Ac¢plwlou Afo •�J_ ren«1 • - a1.ew 1-70.0 1-110.0 SEE TABLE 11. SHEET 10 FOR ANCHOR GROUP AND " MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - ` NY LYN/'/,1''�.,� RadaFa7: y10ENS�c' •. �� P' •tom .�.7�r;,attoa Data 7� Mimni ads P; 9dDcf Co-1tral _ * . No.58705 ' NOTES: INSTALLED THROUGH THE FRAME. - - "- "� cr; A •• 1070TECHNOLOGYDRIvE ES DESIGN PRESSURE TABLES J ROSOWSKI 1) USE THESE TABLES FOR ALL WINDOWS 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT ISAS PERTHE FIGURE. 4411 �� O '. STA O ��(� • �"tORIDP ••'`• �� '/rj N. VENICE, FL 3�275 (941}48 1800 _ SINGLE HUNG WINDOW INSTALLATION - LM _ 05/15/15 �O/INAL a 3) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 5,,,,,/N,d,7• 54W,, s7n.r• pt„I„p H, Rm. THE TABLE. A. Li4 i.I1iLER, P.E. SH-5500 NTS 7 OF 13 M D-SH5500-01 B P.E.p 58705 CERT. OF AUTH. N28298 - 3.500- .06r .25• O .625' J•CHANNE1 FRAME 1.375 1 HEADIJAMB r 1_ T 3.483• O�( .osz• 2.444" moo .625 U.37 T J-CHANNEL 'j- 15. O FRAME SILL f- .625' I OFLANGE FRAME HEAD/JAMB 3.483' ►j Dh- .o6r 2.444' U F-7 OFLANGE FRAME SILL 3.500' .062' FIN FRAME ` HHEADIJAMB 3.500" .062" boa 1.483' as � 1.483' OEQUAL LEG FRAME HEADMAMB 3.403' '{ .062' 3.483' �{ DI �- r I7 --+�- .O6} 2A44 / O 2.444' LL�JJJJ o L-Joo° 375' O FIN FRAME O EQUAL LEG _J._ SILL FRAME SILL .070' I� .060" .715 1.185• LIGHT SASH 23 REINFORCEMENT 070'-�{I-+- IInII .791' 1.036' �� 1.331• STANDARD MEETING 26 MEETING RAIL REINFORCEMENT 1.184' �- R---070' .810' r- .150" HD SASH - 25 REINFORCEMENT F W 1.182' �-- D- 1.041 -� 1.340" �-►- OHD MEETING RAIL 27 REINFORCEMENT �+- 1.872r* r__ 1.641' 1.215' 2.100' -�{ 1.472° 1.565 +� 1.630' 1.376' I 2.176° .06506 u375'.590' o O .035" .050• .471• �.590' .050" .347" I .355' -� 97 123,' �- +7 1.000' I+- � 070' � .070 O60' SASH STOP LIFT RAIL LIFT RAIL BEVE D BEVELED 14 MEETING RAIL 16 FIXED SASH RAIL 17 COOV RCE 18 SCREW COVER 79 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK O INTERLOCK COVER PRODUCT' REVISED as complying with th- Ftmida 1t1 i1111111/�� _ Building Code ncuplwao No �7• D _.13•g Revtalan: ,:APirarioo Date %A� .316" -+{ .300• a LiCEN$F •.. �� i Bg {i •8�• .175' I� -� Q', '•.1n� Miami Fcr.Su�C4� r� I .754.750• ' 7t NO. 58705 = .035' -��- .025° --� }IL- G• �- ® DeacriptWn: Dme'n By: LAMIIG EXTRUDE ROLLED %pO••• ATE F�? 40 1070 TECHNOLOGY DRIVE WINDOW EXTRUSIONS J ROSOWSKI O72 BEADING 80 SCREEN FRAME 81 SCREEN FRAME F ' F N. VENICE, FL 34275 O ��lCs1 •'•. �ORIDP,. \�1�1 9411480.1600 Rtk: tMb: S��NAL EG�� SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 I11l i l 1 11111NP(if eUUSTPoF$ INC. Sertaa�LtaJeh Salle: Sheet: 01arte9 No. Rev: A. LYNN MILLER, P.E. ALL tilollTa �SFRVEO SH-5500 NTS 11 OF 13 MD-SH5500-01 B P.E.# 58705 CER7. OF AU H. N29298 Bill of Material # Part # Description Material 1 620101 Single Hung Frame Head & Jambs, - ,-channel VC 2 620102 Single Hung Frame Head & Jambs - Flange PVC 3 620103 Single Hung Frame Head & Jambs - Fin PVC 4 620104 Single Hung Frame Head & Jambs - Equal Leg/Box PVC 5 620105 SH/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 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620134 Balance Cover PVC 18 620133 Sash Stop/ScrewCover PVC 19 620156 Pull Rail Interlock 6005 TS AI 201 620144 Pull Rail Interlock Cover PVC 21 620157 Beveled Interlock 6005 T5 At 22 620145 Beveled Interlock Cover PVC 23 620150 Light Sash Reinforcement 6063 T6 AI 25 620152 HD Sash Reinforcement 6063 T6 Al 26 620153 Standard Meeting Rail Reinforcement 6005 T5 AI 27 620154 HD Meeting Rail Reinforcement 6005 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 61825 Weatherstrip Plug, .220" Finseal 35 78X1MTTT #8 x 1" Ph. PH SDS (interlock Mounting Screw) 36 78X3THPX #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 720XXXgC Constant Force Balance 41 1 #8 x 3/4" Ph. FH SMS (Con. Force Balance Screw) SS 421 Spiral Balance 43 1 720205 Spiral Balance Shoe Nylon 44 1 78X114FPAX #8 x 1-114" Ph. FH SMS (Spiral Balance Screw) 41O SS Part # Description Material 76 Kommeriing 4SG TPS Spacer System 77 Quanex Super Spacer nXr with Hot Melt Butyl See this Sheet for 78 Quanex Duraseal Spacer Materials 79 Cardinal Xt. Edge Spacer 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 76X118OPTX #6 x 1-1/8' Ph. FH SDS (Auto and Sweep Lock Screw) SS 49 720200 Auto and Sweep Lock Keeper Cast Znc 50 776X34PPA #I6 x 3/4" PH. PH SDS (Keeper Screw) SS 51 1 420181 UR lBeveled TiN Latch Comer Key PVC 52 420182 UR Pull Rail TIN Latch Comer Key PVC 53 7634PHFL #6 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 Znc 59 420180 Pivot Bar Comer Key PVC 60 720206 Piwt Bar SS 63 720191 Sash Pull Handle Cast Znc 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc 65 7834FPT #8 x 314' Ph. FH SDS (Pull Handle Screw) SS 66 420188 Bottom Latch Strike Plate Cast Zinc 67 77858B #8 x 5/8' Ph. FH SMS (Strike Plate Screw) SS 72 720135 Lami I.G. Bead PVC 74 lBackbeddirig, GE 7700 or Dow 791 Silicone 75 71646N Setting Block (718" x 1" x 1/8"). 85 +1- 5 duro. EPDM 80 61012 Extruded Screen Frame Alum 81 61011 Roll -Formed Screen Frame Alum 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 84 47041 Screen Comer Key without Pull Ring X 2 PVC 85 7CASPM Tension Spring SS 86 61816C48 Screen Cloth Fiberglass 87 61635/61614 .14(r Screen Spline (Machine/Hand Rolled) Vinyl NOTES: 1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. 2) ITEMS # 9-13. 15. 24. 28. 29. 34, 39. 61, 62. 68-71. & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. STRUCT POLYISOBUTY WITH DESIC EXT. GLA£ STRUCTURAL SILICONE OM. FOAM WITH DESICCANT EXT. GLASS-ti C,/ —INT. GLASS O75 KODISPACE ACP_` TOC HOT -MELT BUTYL' ,--3/16"NOM. C(v/ `INT. GLASS SUPER n SPACERf3NXTTm ntmrvncemtry I POLYISO- -F.GLASS NT FILL AREA BUTYLENE5H6" NOM. 5/16" NOM. SEAL BUTYL & LICONE SEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEE EXT. GLASS EXT. GLASS INT. GLASS 7e DURASEAL@ XL EDGETM SPACER 78 SPACER { 11 1 1 fill- P>:O])UCr REVISED s —Dying wish the Froci 1, f?wilding Cude �/ Atc^_p1 c9 NO 17- D630. og E retina Dstc /�� 7 1 a�NY LYNIV 1,,'' ��•.•' VIGENSF'•�:�� NO.58705 •� ' 12- �� STATE OF �/� ......R..... •'•. \�� 1'7iS,�ONALI�NG�`` A. LYNN MILLER, P.E. P.E.# 5a7o5 1o7oTECHNOLoGYDRrvE N. VENICE. FL M275 ts41}+eo-lsoo �� By h3'emi ode RetductQ BILL OF MATERIAL (BOM) n or- J�ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 ParrDOUsCOPYFU�iRIES,w7t �� Seres/Lodd: SH-5500 Seob: NTS Shaet• 12 OF 13 arcrtny Na MD-SH5500-01 Rev B cERT. OF AM. #29288 1. 0