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HomeMy WebLinkAboutNOAMIAMI-DA©E MIAMI DARE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (REPRODUCT CONTROL SECTION BOARD AND CODE ADMINISTRATION DIVISION 11805 S W 26 Street; Room 208 NOTICE OF ACCEPTANCE (NOA) T (71� w-mf 90 F (786) econo y v�ww miamic[ade nv/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE:COPY This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 115400" PVC Single Hung Window — N.I. APPROVAL DOCUMENT: Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI", sheets 1 through 12 of 12, dated 05/15/15, with revision A dated 05105116, 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: None 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 fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0519.06 and consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADECOUNTY / NOA No.16-0714.04 ' "' • • It Expiration Date: July 30, 2020 Approval Date: August 18, 2016 �J Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0519.06) 2. Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI", sheets 1 through 12 of 12, dated 05/15/15, with revision A dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 -along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale spacer system, Super Spacer' NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FT1-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 05/15115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0519.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manael Per .E. Product Control xa finer NOA No. 1 14.04 Expiration Date: July 30, 2020 Approval Date: August 18, 2016 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTI uEn) 1. Notice of Acceptance No.12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 2. Notice of Acceptance No.14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their `Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 3. Notice of Acceptance No.14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 04116115, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010 and FBC-5tb Edition (2014), dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0519.06) 2. Statement letter of no financial interest, dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0519.06) 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 previous NOA No.15-0519.06) 4. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No.15-0519.06, issued to PGT Industries for their Series "5460" PVC Single Hung Window - N.I." approved on 07/30/15 and expiring on 07/30/20. Manu 1 Per E. Product Control E m' er NOA No. 16- 4.04 Expiration Date: July 30, 2020 E-2 Approval Date: August 18, 2016 EXAMPLE FOR 28.11W MAX. O.C. L RADIUS -TOP / HEADER (SIM. 12' MAX. FROM FOR ALL FRAME SEAM WINDOW TYPES)4.1%�_. SI---12'MAX. ,EQUALLY j 17-7/B't� SPACED #ORS PER -� ILES6&7 / O x 10" MAX, O.C. ---•-�///y -�•- EQUALLY 1� MAX, SPACED ORS PER LE98&7 / 1 62-1/8' MAX. BUCK WIDTH — _� 30" 12' MAX• B, SEE �,_ -,_ MAX. O.C. SHEET3 A, SEE 12' MAX. SHEET3f- FIXED VISIB LIGHT WIDTH —L B, SEE _ FIXED SHEET3 EQUALLY / VISIBLE A, SEE SPACED ANCHORS PER / HEIGHT 17.7/8' MAX. C.C. SHEET3i- TABLES 6 8 7 EQUALLY r 81.78' SPACED 84' O MAX. ANCHORS PER �pX BUCK TABLES6&7 I,-;: T- HEIGHT HT x / EQUALLY i SASH SPACED VISIBLE ANCHORSPER 1 LIGHT TABLES 8 & 7 I I+ / HEIGHT � 21-818' �~ ANCHORAGE EXAMPLE MAX. O.G. FOR ARCH•TOP HEADER(SIM.FORALL WINDOW TYPES) �Cf 10• MAX. FROM FRAME SEAM N 10• MAX. O.C. 1MAX, D.C. EQUALLY SPACED f ANCHORS PER Al TABLES 6&7 8.112' MAX. / D. SIFE SHEET4 (+- '+n' MAX. O C DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT NOT RATED FOR LEVEL, SEE SHEETS 8-7 IMPACT RESISTANCE 52-1/8' MAX. BUCK WIDTH SEE SHEETS - 8&9 ' l___I__12' MAX. C. SEE r' SHEET4+ 12 I - // 17-7/8°MAX. O.C. 8Y MAX, 10'MAX.IO.C. BUCK L HEIGHT I 13.3/---l4° MAX. O.C. ESHETS •-� �A 889 O 4 x _ •� 6.112' MAX. / 84" BUCK HEIGHT AS SHOWN /(91.784' MAX.) 62.118• MAX. BUCK WIDTH E SILL WEEP-, NOTCH DETAILS, °�'-'--'-'-•-"-•����"` SEE SILL WEEP- SASH VISIBLE NOTCH DETAILS, _._. NOANCHORSATSILL -�•- B 52.1/8' MAX. BUCK WIDTH SEE BILL WEEP• DE-.-_ - ••• 1-1/4' SEE SILL WEEP - SHEET 3 LIGHT WIDTH SHEET3 NOTCH DETAILS, NOTCH DE' L; SHEET3 SHEEN ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP, FLANGE FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN GENERAL NOTES-, SERIES 5400 NON -IMPACT RESISTANT SINGLE HUNG WINDOW 7s• HEIGHT SEE TABLES 8 8 7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONSI GENERAL NOTES.........................I 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). ELEVATIONS ....................... 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. .................................1 FRAME, GLASS & ANCHOR 3 FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DARE COUNTY APPROVED MASONRYANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 OPTIONS .............................2 - CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, INSTALLATION, FLANGE 8 4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS EQUAL LE FLANGE ................ 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 INSTALLATION, INTEGRAL FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER. (EOR) OR ARCHITECT OF RECORD, (AOR). & INSTAJ-CHALLATION, INTEGRAL EL ................. 4 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS GLAZING DETAILS.......................6 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. DESIGN PRESSURES...................8, 7 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. ANCHOR QUANTITIES.................8. 9 \ DESIGN PRESSURES: EXTRUSION PROFILES................10 , NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. n PER ASTM E1300. STANDARDS USED, ASSEMBLY & PARTS LIST ,.......... 11.12 POSITIVE DE810N LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GL.AS,S fTH ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WtNDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-113%STRESS INCREASE HAS •20141 FLORIDA BUILDING CODE (FBC), STH EDITION 19] ®®EN UBBD IN TH8 DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WA8 USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT •ASTM E7300.09 �yyy��1Tii OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 6UILDING CODE FOR CORROSION RESISTANCE. •ANSU E1300F&PA NDS-2012 FOR WOOD CONSTRUCTION RjMETAL SUBSTRATE TO MEET MIN, STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •ALUMINUM DESIGN MANUAL, ADM-2010 10j'REFERENCEB:ZESZ REPORTS FTL-7864; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELC0 AGGRE-GATOR NQA; ROYAL WINDOW AND DOOR PROFILES, LTD WHITE & BRONZEA.IGHTER •AISI.S100.07132-2010 11) AP SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF&PA NOS BALUMI#•�UM.bkbl6(4'MANUAL PLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFlDIAL. , USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING% 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 OR S. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1, 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7. VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. NOTE:DESIGN PRESSURE RATING DETERMINATION 15 THE SAME PROCESS FOR ALL FRAME TYPES (J•CHANNEL, FLANGE, ATEGRAL FIN OR EQUAL LEG/BOX). '•� .. �' , /�LO3'\Lip. ...\, % .� • A. LYNN t��LF1i, P.E. PIES 58705 rota Ravldon: 05/05/16 A) ADDED SPACERS TO SHEET 11. NOTES & ELEVATION PRODUCTREVISSD os complying with & Fjod& Dxi#41M e,o N . AoceptnncoNolG-O F Q Expin!ttDew / By N h1:1�n J ROSOWSKI 1070 TECHNOLOGY DRIVE 7?ftw pobt N. VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 (941)-480-1600 CERT. OF AUTH. #29298 1 SH-5400 I NTS 11 OF 12 I M6-SH5400-01 I A TABLE 1: ALL ABLE GLASS T prq Giese �YPe Description (Listed from Exterior to Interior) Design Pressure Table # Sheet# 1 3/4" I.G,: 1/8" A Exterior Ca + 1/2" Air Space + 11/8" A Exteror Cep 4 6 2 3/4" I.G,: 1/8" T Exterior Cap + 1/2" Air Space + 1/8" T Exterior Cap 4,5 6.7 3 3/4" I.G,: 3/16" A Exterior Cap + 3/8" Alr Space + 3/16" A Exterior Cap 4.5 6.7 4 3/4" LG.: 3/16" T Exterior Cap + 3/8" AIrS aoe + 3/16" T Exterior Group nchor Substrate Min. Edge Distance Min, Embodmene #10 SMS (steel, U-6 S.S. or 410 S.S.) P•T• Sout era no = , Steel, A38 318" 0.050• Steel Stud, A653 Gr. 331 3/8" 0.0451" (18 Ga.) m, 8063-T6 3/8" 0.050" 3116" steel Ultrecon P,T. Southem Pine (SG=0.55) 16" 1-3/8" Conorete (min, 2.86 its ) . 1" 1 3/8" Un routed CMU, JASTM C-90 2-1 " 1-1/4" B 012 SMS (steel, 18.8 S.S. or 410 S.S.) 1/4" steel Ultrecon P.T. Southem pine (SG=0,66) 91%, Steel, A38' 8" 0.050" Steel Stud, A653 Gr. 33' 318" 0.0451" (18 Ga. A u " Conoreta (min. 2.85 kel) 1" 0.063 1 Concrete (min. 3.35 kel) 7• I-X4" 1/4" steel Ultrecon Concrete (min. 2,85 Rai) 2-1/2" 1,/4" 1/4" steel Ultracon P.T. Southern Pine (SG=0.55) 1" 1.Ve" 1/4" steel Creteeex Concrete (min. 3,35 ksl) 2-1/2" 1-3/4" D 1/4" steel Creteff" Ungrouted CMU, (I., C-90) 2.1/2" 1-1/4" P.T. Southem Pina SG=0.55) 1" 13/8" 1/4" steel Aggre Gator Conorete (min. 3.275 ks) 1.1/2" 1/4" steel Aggre-Gator P•T. Southem Pine SG=0,55 1" Grouted CMU, (ASTM C-90 2" Group Anchor Substrate Min. Edge Distance Min. Embedment E 2.1/2' x ,131" Common Nell P.T. Southern Pine (SG-.65) 318" 2-7/18" 2-1/2" Ring -shank Rooting Nail P.T. Southern Pine (SG-.65) 318" 2-7118" F #10 Trussheed SMS (steel, 18 8 S.S. 4410 S.B.) P.T. Southern Plne (SG■,55) 1/2" 1-3/8" Aluminum, 8083-T51 wr 0,050" Steal Stud, Or. 33• 318" 0,0451" (18 Oa,) Steel, A30• 318" 0.050" 012 SMS (steel, 18.8 S.S. or410 S.S.) P.T. Southern Pins (SG-,55) 9/16" Iva" Aluminum, 6003•T5• 3/8" 0.083 Steel Stud, Gr. 33• 3/8" 0,050" Steel, A381 3/8" D.050" OWING NOTES: 'A' � ANNEALED 'T' - TEMPERED MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. FOR STEEL STUDS, MIN. Fu-45 KSI & MIN. Fy-33 KSI. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Frame Types (see Fig B) Glass Options (see Table 1) Frame Conag& (see Fig A) Frame Shapes (see Fig C) Installation Options that maybe used F(#2)larg (#2) 1-4 Equal -Lila, Odel/PowAaw & Cottage 6 ere/Root., Arch -To & Redlue Top Through the frame of the WndOW""' •-••Into2XWoodFrame/Buckstdp-ahest3,option 1 ...Jnto Concrete/CMU -sheet 3, option 2 --•.through IX Buokeldp Into Conorate/CMU - sheet 3. option 3 Into Metal • sheet 3, option 4 Box / Equal -Log (1114) 1.4 Equal -Ells, Odd/Pm Mew & Cottage Square/Rest,, Arch -Top & Radius -Top Through the fame ofthevAndow...... -•^Into 2X Wood Fn ne/Buoketdp -sheet 3, option 1 ....Into Conamts/CMU -sheet 3, option 2 •••-through IX Buoketdp Into Conoreta/CMU-sheet 3, option 3 Into Metal - sheet 3, option 4 JChennd (#1) 1-4 Equal-Lite, Od&Pnwlew & College Square/Rent., AroMTop 8 RAtdlus Top Through the Inlegral fn...... Into 2X Wood Freme/Buoketdp -sheet 4, option 6 Into Metal •sheet 4, option 7 Through the frame of the window.,,... ••••Into 2X Wood Frame/Buckstdp -sheet 4, option e ,,,,Into Metal - sheet 4, option 6 integral#3) Fin 1-4 Equal Ule, Odd/PrWow & Cottage Bquaro/Ract., Aroh-Tap & Radius -Top Through the integral An...... Into 2X Wood Frame/Buoketdp -sheet 4, option 5 ,,,,Into Metal • sheet 4, option 7 Through the fame of the window...... ....Into 2X Wood Freme/Buokstdp -sheet 4, option 6 ,,,,Into Metal -sheet 4, option a ' Y� EQUAL-LITE ORIEL COTTAGE Plnuee r. ro"ue eu"nee —r{SUCK WIDTH SUCKWIDTH�-- 7.iSUCKWIDTHI-- Y� RECTANGULAR I ARCH -TOP P1nI1RP A, CCAAAC T-6 r■,,- E �- r�=� •". 'AN—D"cu, annrra rani PRODUCT REVISOR BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING ny complying WiN�11b iI0t�'! DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM 9uilJing Coda THE TABLES ON SHEETS&e. AoceptnnceNolG•O i¢.p¢. E>,TimtloI Oat. �2� \` "ON! ': �, RaNw By: Data Rnvklon: rt'?F•.'' Mhmd nde Produal - , R�vtrAM 8y: Oeta RAvMm: ' MIN. OF 3 ,''.�• ""' rHREADS BEYOND IT rhIE METAL (d• )� I6 LADram or. OPTIONS J ROSOWSKI 'UBSTRATE.FOR 6 iTEEL STUDS, ';�•` '• ," ' 1070 TECHNOLOGY DRNE Rtla: AIN.FuW5KSI & �'�C+n,•'•„ ;-;ii'r'a;�':•'�,'',- N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION -NI 05/15/15 AIN.Fy�33KS1. .' """ �•': (941)-480-1800 .•. scale. I shvb I Drawing No. R.r. h LI�PEitl 0R, F.E CERL OF AUTH. #29296 SH-5400 NTS 1 2 OF 12 1 MD-SH5400.01 I A INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INS ION OPTION 2 INSTALLATION OPTIO INSTALLATION CHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X OPTION 1 EDGE DISTANCE DIRECTLY INTO CONCREfEICMU. BUCKSTRIP INTO CONCRETE/CMU. ANCHORED THROUGH SEE NOTE 2, THIS SHEET. EMBED T EMBEDMENT 114' MAX SHIM —�• FRAME R BUC WOOD I — 16 1/4` MAX BHIM FRAME OR BUCKSTRIP. I I SEE NOTE 2, THIS SHEET, n I EMBEDMENT_ T „ 18 LIGHT WIDTH 17 EDGE EC FLANGE FRAME + i ! • • - DISTANCE 9HONM DISTANCE , 44 BALANCE --11/4"MAX TYPE VARIES . TYP. AN HOR SHIM TYP• ANCHOR TYPE, 42 WITH SASH TYPE, 2 TYP. ANCHOR TYPE, EMBEOMENEAf WEIGHT fDGEi4 EMBED NT Q EMBEDMENT AND EDGE DISTANCE 30 31 mDDISTE E�PER a (� DISTANCE PER SUBSTRATE, SUBSTRATE, '' • ' EDGE SUB RATE, SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET2. EXTERIOR a DISTANCE BE gBLE 2, 18 87 q I ET 2; I ig FIXED VISIBLE FIXED $p OPT. SASH TOP AG I LIGHT WIDTH EQUAL VISIBLE LIFT RAIL FLANGE I 2 _ ILEGIBOX LIGHT OTES. SHOWN I• BUCK WIDTH FRAME HEIGHT FOR ALL WINDOWS; i + 48 1 ANCHOR ® 3.55' 1) USE ONLY HORIZONTAL SECTION A -A SHOWN - 1_ 48 FROM END AND AT 21 SUBSTRATE-APPROPRIA CENTER. ANCHORS LISTED ON TABLE 2, / 22 FOR WINDOWS OVER Sir WIDE : SHEET 2. FOLLOW EMBEDMENT AND DAD APPROVED MULLION, FBC COMPLIANT ALUMINUMISTfEL FRAMINGOR STEEL STUD= 73 0 D ADD ADDITIONAL EDGE DISTANCE LIMITS. ANY MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2, ' SCREWS @16-3/8' INSTALLATION OPTION SHOWN MAY 14 45 46 47 BE USED ON ANY SIDE OF THE 36 FROM END. WINDOW. c FOR WINDOWS WITH iW MAX _ BOTTOM LOCKS: SHIM • #10 OR N12 STEEL BUCK 601/4 HEIGHT a O 18 AOD ADDITIONAL 2) MASONRY ANCHORS MAY SELF -DRILLING SHIM SCREWS 08AL USED INTO WOOD AS PER TABLE 2, S (05), SEE SHEET 2- ALL WOOD BUCKS LESS fl 30 FROM ENO. THAN1-1R'THICKARETOBEAL TABLE 2. SHEET2.SASH CONSIDERED 1X INSTALLATIONS. IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONIF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE. WOOD BUCKS yy 16 DEPICTED AS 2X ARE 1-112" THICK OPT. 80 J� USE EITHER OR GREATER.1XAND 2X BUCKS LATCH OR (WHEN USED) SHALL BE DESIGNED (2)1" 81 30 86 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL INTERIOR 31 TESTED UNIT THE STRUCTURE. WOOD BUCK FRAME LEGISOX _ WEEP LOCATION: 6•518' DESIGN AND INSTALLATION IS THE SHOWN FRAME _l NOTCHESAT gp FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN EACH END. OR ARCHITECT OF RECORD. � l7 3) VISIBLE LIGHT WIDTH OR HEIGHT EXTERIOR e 68 INSTALLATION INSTALLATION (ALSO REFERRED TO AS DAYLIGHT PRODUCE RgVISBO 67 OPENING) IS MEASURED FROM OPTION 4 OPTION 4 as moplylnB with me FIDdds 1/4' MAX SHIM BEADING TO BEADING, ANCHORED THROUGH ANCHORED THROUGH gWlding Coda EQUAL-LEGIBOX I FRAME SHOWN o FRAME INTO METAL FRAME INTO METAL old 0 �• Ga �1�2b2D RevleW Sr. Dole R 1slon: BY N 6 WEEPHOLE NO ANCHORS ProdootCo .27'X1.26' �•.•�°/••":.:�"�. „•'f. RahW Dole: Revtdon: ,•F., ,..� (� wrooVER ®O REQUIRED IN VISIBLE LIGHT FORMULAS B+ FLANGE OR 2.87' FROM 38 ` EQUAL -LEG WIDTH '' "•"�'!�' EACH END. FRAME SILLS QSASH: BUCK WIDTH -S-lr? DW*Ifon: DrownOr @ FIXED LITE: BUCK WIDTH -4-3V '=�,� `•.. /--1 16 FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI HEIGHT(EQUAL-LITE)�:I ~ . •.,, -�aita_�' r. :' 1070 TECHNOLOGY DRIVE AUe: Dole: VERTICAL SECTION B-B SUPKHEIGHTf2.3.15116• ::c��i:-. m•' N. VENICE. FL 34276 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 ' (841)-480-1600 // • / �'�' SodoolModeL• Seat: SheN: Drawing No. Rev: kL/YP.E.0 11705 P.E. CERT. OF AUTH. #292e5 SH-5400 NTS 3 OF 12 MD-SH5400-01 A P.Eg66T05 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHOREDTHROUGHINTEGRAL FIN INTO 2X WOOD FRAME OR BUCK- STRIP. SEE NOTE 2, THIS SHEET. J-CHANNEL FRAME SHOWN 1 FIXED VISIBLE LIGHT HEIGHT 73 a 0 14 BUCK 0 HEIGHT 60 85 30 EXTERIOR a OPT. 88 INTERIOR 81 81 WEEP NOTCHES AT 80 EAOH END, INTEGRAL FIN FRAME SHOWN .27" X 1.26" WEEPHOLE 36 WICOVER02.87" FROM EACH END, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE ' DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (SCREW SHOWN) INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK. "STRIP. SEE NOTE 2, THIS SHEET. )-�- EMBEDMENT i EDGE DISTANCE I EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (SCREW SHOWN) '-1/4" MAX SHIM TYP. ANCHOR TYPE, EMSEDMENTANDEDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) OPT. SASH TOP LIFT RAIL FOR ALL WINDOWS: 1 ANCHOR @ 3,55- FROM END AND AT CENTER, FOR WINDOWS OVER 30"WIDE: ADD ADDITIONAL \ SCREWS O1fi 3/8" l/ 36 FROM END. FOR WINDOWS WITH BOTTOM LOCKS: ADD ADDITIONAL SCREWS @ 5.3/8• FROM END. SASH JISIBLE LIGHT 1EIGHT USE EITHER 16 LATCH (SHOWN) OR BOTTOM 86 LOCK (SHEET 3). 30 83 TESTED UNIT LOCATION: 6.5/8" Q FROM SASH END, II NOANCHORS REQUIRED IN FRAME SILLS IF ANCHORING THROUGH FRAME. O V4" MAX SHIM 0 EDGE —�j EMBEDMENT VERTICAL SECTION D-D EDGE DISTANCE J-CHANNEL FRAME NOTES: SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 d 3 OF SHEET 2, FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VISIBLE LIGHT FORMULAS WIDTH OSASH: BUCK WIDTH - 8.12' FIXED LITE: BUCK WIDTH - 4.318' HEIGHT fEQUAI-LITE) BUCK HEIGHT2 - 3.1511W INSTALLATION OPTION 0 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. 1/4'MAX SHIM —r 16 SASH VISIBLE L�� 17 LIGHT WIDTH I - EXTERIOR FIXED VISIBLE ID n LIGHT WIDTH BUCK WIDTH HORIZONTAL SECTION C-C 1/4' MAX. DADE APPROVED MULLION, FBC COMPLIANT SHIM MAY BE VERTICAL OR HORIZONTAL, SEE SUB, S10 OR#12 STEEL 1/4' MAX. - SELF -DRILLING SHIM SMS (G5), SEE TABLES 2 &3, (,q SHEET 2.. INTEGRALFIN 0 p 11 E FRAMESHOWN INSTALLATION OPTION 7 ANCHORED THROUGH INTEGRAL FIN INTO METAL FIN AND/OR FLANGE REMOVED IN -FIELD Ic-- i-- EDGE DISTANCE I I EMBEDMENT IA(I)L� TYP, ANCHOR TYPE, INTEGRAL EMBEDMENT AND EDGE FIN DISTANCE PER SUBSTRATE, FRAME SEE TABLE 3, SHEET 2. SHOWN (NAIL SHOWN) L FRAMING OR STEEL STUD. EXTERIOR INSTALLATION V OPTION 0 ANCHORED THROUGH FRAME INTO METAL (INTEGRAL FINIFLANGE REMOVED) i! ct' 16 �.'r't,'•,� '�:'/.�• ��'�` ••,';:; ;,,�;;f•,,',;: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 '�,':�;;;'••:...••' ..:. (941)-480-1600 A /LVNN,�}�I ER P.I- P.E.f55705 CERT. OF AUTH. #29298 PRODUCT REVISED us cemr4yia8 with the Flaft AMC tanca (fa O LQ-,04. 8 � alia;,Dafa��2020 gm I914fIL-LCFAwj;'y 7 J-CHANNEL & INTEGRAL FIN FRAMES I J ROSOWSKI 71fre. 0-; 31NGLE HUNG WINDOW INSTALLATION - NI 05/15/15 SH-6400 I NTS 14 OF 12 I M6-SH5400-01 I A 3/4" NOM. 1/8" GLASS — 1/ "AIRSPACE- 1/8" A GLASS — aEXTERIOR GLASS TYPE 1 TYP. GLAZING DETAIL GLAZING NOTES: 'A*:ANNEALED ANNEALED "r = TEMPERED • T GLASS — "AIR SPACE— I1/8" T GLASS— a EXTERIOR I" NOM.GLASS rE TYP. —I 3/4" NOM. GLASS TYPE 2 —�{ 3/4" NOM. 3/16" A GLASS — 3/8" AIR SPACE- 3/15' A GLASS- C] EXTERIOR GLASS TYPE 3 '.•,'�','•. ;�;. -, ,,!1•, 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 -. �'••....... . ` (941)-48D-1600 h:E`d05g 5 CERf. OF AIJTH. #29296 3/16" T GLASS — 3/8" AIR SPACE - 3/16" T GLASS - CD EXTERIOR GLASS TYPE 4 PRODUCT REVISED as cam1,1ytia8 with to Flo" Building Ca67 Aco E��,p ' xW. 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SASH HEIGHT - WINDOW SUCK HEIGHT - 50.136 NOTES; 1) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE SUCK. 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. r JAMB SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 1-4 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES B CONFIGURATIONS) }1U111i, •L, r. C( 6 ;K(Ia 1070 TECHNOLOGY DRIVE ..:'1-apt'•;;••,,: ��; N. VENICE. FL 34275 f ` 1;�//�I.'Itil k' ltt (941)-480-1800 A LYIIO) IdILLFA. P.E P,E•K66705 CERT. OF AUTH. ()29298 a PRODUCI•REVISED as. complying with the Florida Building Coda Accopuulm Nn� Eep6oNoROple a.13.r u . •. VA ESIGN PRESSURE TABLE J ROSOWSKI e, Oak.- NGLE HUNG WINDOW INSTALLATION - NI 05/15/15 iglWodek 'GIN lap" OTawlrp N0. 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AM, -flat •e3A ♦6eA 4a0 .106E -iW.O 156E 400.E ♦f6A -1 .7 wao •ea0 d1Z d1A .mA ♦ .0 -71Z •74.3 ♦03.0 wao 1-16.1 .330 40a0 .t1 -1040 If o ♦m,0 .103.8 -07AI ♦ A .{0A -00. .aa7 ♦mA •10a0 •067 •m.a •m.0 ♦mA .mA -01,0 .mA • A tm.0 -73A - 7.e • 4. 1f0.0 I@a0 •m•0w w w0.0 •OoA ♦UA •moo 41A w0. w6A ♦m.0 •T0.7 47.1 da7 •WA w6A - .0 .71Z •mA •66D •71. •71.f w611 ♦mA • /A •it.f wao •QD .00J am,0 •41f a .0 -N. w0.o ro40 df.0 . a A Au 471.E WA •70A +e60 .m.0 -0ID Im.O -10.f 456E -76A ♦eao 477.E ♦mA 176E Me •70.D 440.E •117.1 MG ANA 46a0 •71.e amA .7aA of a •710 +mA 474E .mA .m.0 HEIGHT- 60.136 NOTES: 1) USE THIS TABLE 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 NEXTAVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. JAMB SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 2-4 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES 8 CONFIGURATIONS) 1l1►6 ` D.•'• "� 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 %�� ii'ii•I''; .7 1 '' (941)-480-1600 A. LV7 IA)IY4 P.E. p,E.058705 r ERT. OF AU., j128286 i IT PRODUCT RGVISED +rs complyJng with the Florida DIdIdin8 Qwk Atxaplaolx NE4. Revision: imlMnDolIt BY Minml .P4 R"Won: SIGN PRESSURE TABLE J ROSOWSKI Dob: GLE HUNG WINDOW INSTALLATION - NI 5WIF. 15 /Modek Soole: SAefh OluwlAp No. Raw SH-5400 NTS 7 OF 12 MD-SH5400-01 A l T 1 J•CHANNEL FRAME HEADMAMB 8 T 2 FLANGE FRAME HEADIJAMB 3.487 3.483' —►I 3A83" D2A44' 2,444' 2A44' �D j •BT O 716 �.7FLANGE FRA E SILL BT" 0 v FRAME SILL 1.376" 5IN RAME i 1.872' � �+o1.g41" 163' I T .085" ,OBB" E,375" c 1.231` o 1A00` �— �� 14 FIXED tg SASH RAIL J MEETING RAIL C --�{0-1I 1,378" ° —�� jI .035" J .355` 17 BALANCE - 15 SASH STOP COVER SCREW COVER 318° 300" 4 ' " 301" ' 04 73 10 BEAD 81 SSCEXTRUDED ROLLED REEN FRAME O SCREEN FRAME 3.500" '—►1�— .062" IA83' OEQUAL LEG FRAME HEADMAMB 3.483" —►i�+-- .082" � r 2AI44' Wil B EQUALLEG FRAME SILL 2.100' 2.178' � 1.472' .590" .070" .050" .070LIFT RAIL LIFT RAIL 19 INTERLOCK 20 INTERLOCK COVER 21 NTE LOCK R,4,16 '�•,'i� 6:�•'r'` 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 A. L'YNNIMILLER, I'.E. P.E.058705 CERT. OF AUTH. jF29296 -� 1.185" LIGHT SASH 23 REINFORCEMENT 070"—►{�r-- .701" FAI.036" tj 1.331 I — STANDARD 28 MEETING RAIL REINFORCEMENT 1.se6^ �347- fO60' OBEVELED 22 INTERLOCK COVER -1�-�I- 070' 1,041' —►I 1.340" �+- OHD MEETING RAIL 27 REINFORCEMENT PRODUCp REVISED ns eamplying with the Flodds Boild(ng Cado Aceepinnco EYzppiml' Dd10 /�20 M� •Jade Prathrc! Dad ofrm: onm 4. WINDOW EXTRUSIONS I J ROSOWSKI (SINGLE HUNG WINDOW INSTALLATION - NI 105/15/15 1 NTS 1 10 OF 12 I MD-SH5400-01 I A TABLE S. CONT.: Bill of Materlal, cont. # Pett# Description Material OM uto Loak Mechanism 0 St—ed- 46 720198&9 Sweep Lock Cast Zinc 47 720196&8 Auto Lock Cover Assembly Cast ane 48 76X1180PTX #8 x 1-118" Ph. FH SDS (Auto and Sweep Lock Screw) SS 49 720200 Auto and Sweep lack Keeper Cael Zinc 60 78 PPA R x 314" PH. PH SDS Screw as 61 420181 UR Beveled T)It Latch Comer Key PVC 62 420M82 UR Pull Rah lilt Late Coma' Key PVC 63 76UPHFL 118 x 3/4" Ph. FH SOS (Coma Key Screw SS 64 420183 Tilt Latch PVC 66 420184 Tilt Latch Retainer PVC 66 720207 1" Ttlt Latch Spdng 88 57 420188 Ple stle Tilt Latch Finger Pull PVC 56 720192 Metal TIB Latch Finger Pull Cast one 69 420150 Pivot Bar Comer Key PVC 80 720206 Pivot Bar SS 63 720191 Sash Pull Handle CM ZinoRh 84 720194 Sash Pull Handle WLeteh Aeaemdy Cast Zinc 65 7834FPT #8 x 314" Ph, FH SDS (Pull Handle Screw) SS 86 420158 Bottom Latch Strike Plate Cast Zinc 87 78688 #8x 616" Ph, FM SMS Strike Plate Screw SS 73 720138 I.Q. Bd ea PVC 74 Backbacking, GE 7700 or Dow 791 Shicone 76 71846N Setting Block (7/8" x 1" x 118"), 85 +/- 6 duro. EPDM 80 61012 Extruded Screen Frame Alum 81 81011 Roll -Formed Seven Frame Alum 82 7CKG 8821 Screen Comer Key for Extruded Frame PVC 83 47042 croon Coma Key with Pull Ring PVC 84 47041 Screen Comer Key without Pull Ring PVC 85 7CASPM Tension 8pdn9 SS 88 87 81818C48 61636/61814 .140" Scroen Cloth Scroen Spline (Machins/Hand Rolled) Fiberglass Vinyl Part # Description Material 78 Kornmerling 4SG TPS Spacer system See this Sheet for Materials 77 Quanex Super Spacer nXr with Hot Melt Butyl 78 Quanex Dureseal Spacer 79 e� Cardlnal XL Edge Spacer NOTES: 1) PVC BY ROYAL WINDOW AND DOOR PROFILES, LTD.. TO BE LABELED FOR AAMA EXTRUDER CODE. 9) ITEMS # 9-13, 15, 24. 28, 29, 34, 39, 61, 62, 6 68.72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL, SILICONE HOT -MELT BUM STRUCTURAL STRUCTURAL SILI!ZINT.GLASS POLYISOBUTYLEN 1/4• NOM, 3116" NOM. WITH DESICCANT DESIC EXT. GLASS EXT. GLA INT. GLASS ` 7e KODISPACE 4SG n SUPER TPS SPACERONXTTM POLYISXINT.GLASS NT FILL AREA BUTYLE6/16' NOM. 6/16" NOM. S BUTYL & LICONE SEAL DESICCANT ROLL-FORME FOAM STAINLESS STEE XXT•. GLASS EXT. GLASS INT. GLASS 7e DURASEALO 7e XL EDGETm SPACER SPACER PRODUCT RSVOUD m canlPlying With Its FtartRn Buildine Colo Acoepteaw No! •O 14-.04- i : j,• '•�, ReNrod el•: Cafe: Revtalon: BzPfmiki Data �2d ...... '•• •••. "j� ! JR 05/05/16 A) ADDED SPACERS. By Mlmnl a Pmdt:ct Cw ReWud By. OoG: Revhfon: -ez• '-' ` oerorlptlont BILL OF MATERIAL (BOM) arottn J ROSOWSKI 1070 TECHNOLOGY •. u. •. i,/,.,•• ;• 1;f:;r ,.• . , ';';'"'..... DRIVE N. +MICE• FL 34275 Rile: SINGLE HUNG WINDOW INSTALLATION - NI ref 05/15/16 •.•'; .,A: (941)-480-1600 LYM ';•q•7ILLERt P.E P. W705 CERT. OF AM. p29296 Sertae/Modeh SH-5400 Scafe: NTS Shot: 11 OF 12 MD SH5400-01 A NOTES: 1) SOME PART'MPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J•CHANNEL FRAME SHOWN, PARTS 01 & 5. OTHER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 & 7• y4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. • �!q ,IirQ•'. 'MLYN MiL4ER)b.E. . P. 9 d8705 OPT. SWEEP LOCK 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUIH. #29296 MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS PRODUCTRSVISED as -implying 5vIih me FIMIAQ Doemfp6on: Drown W. EXPLODED ASSEMBLY J ROSOWSKI TRIa: Dab: TINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 Saki/ma".. Scots Sh*et Drawing No. Rtv: SH-5400 NTS 12 OF 12 MD-SH5400-01 A