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HomeMy WebLinkAboutRevisions-change window manufacturer for pw on south wall RECEIVED Ffle OFFICE USE ONLY: JAN I ifZ02? �0 Y DATE FILED: St.Lucie County PERMIT# I 09— Gq(0 REVISION FEE: RECEIPT# d'l9e- j PLANNING & DEVELOPMENT SERVICES BUILDING&CODE REGUL NK IVISION 2300 VIRGIN L FORT PIERCE, 1 3 9 (772)462-1553 ' 0 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: -73eO S 0 CeCV.\ Dt\J-C ,-1-6 L� I 1"7 DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: C&C L 5084J7 ST. LUCIE CO CERT. #: BUSINESS NAME: QUALIFIERS NAME: YT�r v--,\ ADDRESS CITY: §Aa STATE: f--L_ I ZIP: J PHONE(DAYTIME): 0 FAX: OWNER/BUILDER INFORMATION: NAME: �V�l i l� C Oaz.a z- ADDRES `] ;��� �5 Cp cen r l CITY: (`)pCC__P-, STATE: ZIP: jL[TO PHONE (DAYTIME: FAX: i ARCHITECT/ENGINEER INFORMATION: NAME: R(Dn- -AlUmurtm ADDRESS: �SLo 1 M0,Vlr1.2a' CITY: STATE: _� ZIP: PHONE(DAYTI E): �j 3 Z 3 FAX: 3 SLCCC: 9123,109 Revised 06/.30,it CONTRACTOR:Jensen Beech Aluminum WIND SPEED AND EXPOSURE HAVE ,\ql\111111111p/////, DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCED• \\\ TECHNOLOGY COUNCIL'S WEBSITE `�\\-% • .. An,limble Coder,Reauiatlene.and standard] AND GOOGLE EARTH. 02� : �• �i I.Tha 6W F.Ud..(2017)Florida Building Cade,ep.df..Uy Chaptcr 16 Stmchusl D,&gM Chaptcr20 Aluminum,and Chapter 23 Wood. 0�:•�•y LL 4- >i VU 2 AA ASM 35 and Specifications for Aluminum Structures,Part 1-A of the Aluminum Design' +Q .Z� 0 0 0 ("I Manuel prepared by The Aluminum Association,Inc.Washington,D.C.,2010 Edition and EL I ;w 'T a a: a 1'-8' fi]o Guide to Aluminum Conawction m high wind arcss,2010. r _ ]]DOfl��mmmm++ �a ;V O * � �• IS10 J.R Loading Criteria •. I.Live Load:N/A COPY '. 2.Dead Load:N/A ,� ,� File COP ,��i�Disr�•Z•.....••�Q` \\; 3.Wind Load: 3.1. Building Occupancy C.tegory,Sccdonl604.5 and Tablcl6D4.5;PAsk Category3, 4120 '3.2. UltimateDesignWidSpeed:Vmr=UO MPH Nominal Dmign Wind Spced;Wm= WED Rya J`ti py e 132 MPH tl1Y IG l.Y V If-� 33. Fxpwur Category,Section1609A3:ErOmdroD - - - -- -- --- ,--- -- - - --'--------- ------ - - -- - - -- - W W-- ------- ®DE-C MPL1FpJom-4.gull y Structures,Section 2002:6:Category Type 2--Glen -RoHUtloned ST. L IE COUNTY - W p, Roaf'IWce _ ,r..L Z_ t 1.RomfType:NIA R6%0. 15'x 94' ®{'off\ f/�/.LZ LU Z 2 RoafMatcrial: IA 44.00\6ss {{�(l` . Foundation De]Ign Z Z Ealatln.concrete slab No eddillennl cancreta foaling ar Blab b remulUs red toreclrt the load.lmpoasdumn the axlamm slab by the,romud comtructlon lithe estsline stable, O vv�I minimum of4"thick and In Bound condltlmn,free from structural cracking.s,alling,or W u_ 2 other deterlmrallon. LL O 9cec10caUons b o 100'-0"BUILDING HEIGHT it The following specifications are applicable to this pmjecl: ce �I� N 'ax APP/117 9L 1.All work.hallbcineccordanu with the 6th Edition(2017)Florida Building Code,and any "oj other applicable local codes and regulations. ZC 2 Aluminum carnations shall bo 6005 TS Alloy,Due to quality control issues,no C manufacturm aubtfimilonisocapmblewhhoutthospociDewrinen,eignedandeealed a(j mahm ination mf Florida Aluminum Engineering,Inc. CORNER z Z 3.Fastrusm are acquired to be wrmalon n3huint,minimum SAE Grade 2 or better zinc plated OF BUILDING to ASTMB633,or waled stainless steel series•300•,or uncoated stainless steel aeries $ A (7 Ft 400'. 4.AliSetfMating Beam Sections me to be aHtch.d with either 014 screws 6"fiom end]and -136x 94 135'x Be 24"enter tocemerorgt2ecreweEfrom coda and l2'centcr tocmtcr. -� 0.1 Q LU S.Dom location,shall screw anchmnmbo Simpson TRan-HD or egoivalenL I 8 12 I Q W g 6.Door Iocatian slnD be determined by contractor in the field. +!-8'-IY-#' B'-0' Q Z 7.Whero cancreto ep.ificalione aro required,whether In the ecaceaenclasureewpa orna46Y 24'-0' _ ILD area ormam regulatory agency,the following specifications arc applicable: _ �z a. apo F Concrete shall conform to ASTM C94 for the following components: G 1.Portland Cement Type I,-ASTMC 150 A-2 LL W IL Aggregates-Large Aggregate 314.mat-ASTM C 33 W. Airemrining+/-1%-AS1MC260 (¢Water reducing agent-ASTMC 494 vCle.P.ubte bl-twater 3 . vice Othmt. canolpermltted b.Metalecmeemioethall'ardiamto: ).RcinfbrAng Ban-ASTMA613,gmdc60 I 6 to fi.Welded wire fabric-ASTM A185 A. Concrete slump At discharge chute nut lea than 3"or more than 5".Water added after catching it not permitted. d.Preparo and place eoncrctm per Amedean Cancrole Inetimta k4anusl ofSmndard Practice,Parts 1,2,and 3 Including hot weather recommendations. o.Mont cure or polyofthno curing pcmdned. E Prior to placing concrete,treat the anthe,subsutfac,area for termites in compliance A-2 with the FBC. g.Concrete shall be plaed over a polyethylene vapor barrier. Cl h.Ali aluminum components embedded within concrete shall be mated with a Q O k OPENING SCHEDULEbituminous paint or c1my. ]2 B.ADlumber andplywmod ehaD have grade marks and treatment and MARK SIZE(WxH') MANUFACTURER SERIES B APPROVALS, DESIGN PRESSURES ALLOWABLE PRESSURES 0''m conform tothefo9owing: Uj a.Framing lumbershall be minimum no.2 euuthem yclIowpine And have a maximum Q ev x Or POT INDUSTRIES SGD-780(IMPACT) FL251.7-R31 +55.3/-57.0 PSF +73,3/-80.0 PSF ; N f„ca moisture come"of 15-A W 0 Z W b.Pressure treatments,lull be c-8114,oamme k-33,woalantalts or cclmon,ss Q 136,x OC POT DNUSTRIES SGD-780(IMPACT) FL251.7-R31 +53A/-57.0 PSF +73.3/-50.0 PSF IS.U' 7 re.nmended for Or we condido0.Pressum treated lumber shall be impregnated with a cea salt treatment in accordance with Is.tt-w-571 and bear the American © 23V x ge POT NOUSTRIES SGD-780(IMPACT) F1.251.7-R31 +65.2/-9g4 PSF +105.0/-115A P9' DRAWN BY Wood Preservatives Irnttuto quality mark Ip-2. TP e.Wall Sheathing:APAnated Sheathing,thickness as indicated,Expnsuro 1. (Q 16'.x OP WN-DOOR INC I,Ss?0 PICTURE IMNDOW WI(IMPACT) FL7570O.1-R5 +EI.O/-50.1 PSF +80.0/-00.0 PSF d.Aluminum members that am unmated shall he separated from FT lumber by 309 felt DATE DRAWN Pop IO mil polyethylene sheet act equivalent matcrial. Q 13B'x O4' POT GlOUS7mES SOD-700(IMPACT), FL161.7-R31 +66.3/-101.8 PSF +10b.0%116.0 PSF. O9I'I'I/19 9.Contractor shall provide Florida Product Approval Information As to the exact window being , utNmd for this project,includngne ufbetmersepeoifieations,and Installation methods for REVISION _ anchoring the submitted windows to Aluminum member and specific Bizet as Indicated on 09/1 BM 9 A.I. O9/2Bj2O 10. Cmntactorshallprovideanyadditionalbacking(slurninun,woodetc..)andanchmrss required by the window manufacturer recommended proeedurns. 11. AD glass panel.within 24'of a door opening sh.D be mf tempered glass per ' 4 F13C R308.4 I2 ADfia.hingandwealherpm.f.S,ballbeprovidedbythe..tractor. SHEET N0; 13. Usemfthess plane acknowledges and accepts a limit oftlability,not to exceed design and �_ enginecd fng . tl/ •: e BCIS Home Log In' User Registration Fos3o - uB Sur g ,� a bl ca ons' Contact Us �• BCIS Site Map•I Links I Search'I i Florida Product Approval I USER:Public User m Product Roroval Menu>Product or Apolication Search>epylication List>Application Detail tl FL# FL15709-R5 File C0PV Application Type Revision Code Version 1 2017 UVE 1Application Status Approved LI A� Comments CODE COMPLIANCE Archived -; TA L CIE COUNTY Product Manufacturer WinDoor Inc. c Address/Phone/Email 7500 Amsterdam Dr. Orlando,FL 32832 (941)486-0100 Ext21140 jrosowski@pgtindustries.com i Authorized Signature Volker Valentin vvalentin@windoorinc.com Technical Representative Volker Valentin Address/Phone/Email 7500 Amsterdam Drive Orlando,FL 32832 (407),481-8400 vvalentin@windoorinc.com Quality Assurance Representative Address/Phone Phone/ Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License I PE-62514 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 08/01/2023 Validated By I Steven M. Urich,PE Validation Checklist-Hardcopy Received Certificate of In dependence FL15709 R5 COI FLCOI.ldf Referenced Stai dard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2006 j TAS 201 1994 TAS 202 1994 TAS 203 1994 I Equivalence of Product Standards Certified By , I Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/01/2018 Date Validated 02/03/2018 Date Pending FBC Approval 02/07/2018 Date Approved 04/10/2018 Date Revised 10/05/2020 Summary of Products FL# Model,Number or Name Description 15709.1 9020 PICTURE WINDOW LMI 9020 PICTURE WINDOW LMI 60"x120"SINGLE PANEL,96"x72" SINGLE PANEL,60"x120"DOUBLE PANEL WITH HORIZONTAL MULLION, 144"x72"TRIPLE Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15709 R5 II 08-01626D.pdf Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN FL15709 R5 AE 512291D.Pdf PRESSURE RATINGS.GLAZING INTERLAYER MEET THE Created by Independent Third Party:Yes REQUIREMENTS OF THE FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE NOA FOR KURARAY INTERLAYERS.: 15709.2 9020 PICTURE WINDOW NON 9020 PICTURE WINDOW NON IMPACT 60"x120"SINGLE IMPACT PANEL,96"x72"SINGLE PANEL,60"x120"DOUBLE PANEL WITH HORIZONTAL MULLION, 144"x72"TRIPLE Limits of Use' Installation Instructions Approved for use in HVHZ: No FL15709 R5 II 08-01631C.pdf Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN FL15709 R5 AE 512296C.pdf PRESSURE RATINGS Created by Independent Third Party: Yes 15709.3 9020 PICTURE WINDOW SMI 9020 PICTURE WINDOW SMI 60"x120"SINGLE PANEL,96"x72" SINGLE PANEL,60"x120"DOUBLE PANEL WITH HORIZONTAL MULLION, 144"x72"TRIPLE Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15709 R5 II 08-01633D.pdf Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN FL15709 R5 AE 512298D.Pdf PRESSURE RATINGS.GLAZING INTERLAYER MEET THE Created by Independent Third Party: Yes REQUIREMENTS OF THE FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE NOA FOR KURARAY INTERLAYERS: Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State,of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement i Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: eC(reck I I l REVISIONS REV DESCRIPTION DATE I APPROVED D REVISED PER NEW REQUIREMENTS 01/19/18 1 R.L. NOTES: 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" ELCO CRETE—FLEX WITH SUFFICIENT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1 3/4" REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY DETAILS. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 16. FOR ANCHORING INTO METAL STRUCTURE USE #12 SMS OR SELF DRILLING SCREWS WITH 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. ALL FASTENERS TO BE CORROSION RESISTANT. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 .060" THICK MINIMUM 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED 19. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED AN AREA OF 50 SQUARE COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF FEET AS TESTED. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN. THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: ALUMINUM 6063-T6. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 7 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. �Yj, 7� SIGNED:0111912018 -----TABLE OF-CONTENTS -- - Vy_inDooINCORPORAIED_ O LANDO,FL 8 2-- - - -- --.``JA\ 1R 11CId SHEET N0. DESCRIPTION F_.fl./81.0505 w .Windoorinc.com `��,.. ENo tp'`i 1 NOTES 9020 PICTURE WINDOW *� 0 LARGE MISSILE IMPACT ( _ 2 - 5 ELEVATIONS AND DESIGN PRESSURE CHARTS NOTES 70 , SAT OF .,tV SCE 6 APPROVED SHAPES ,E ` DRAWN: DWG NO- REV ���'n zORk�P•N� 7 - 9 B.O.M. AND CROSS SECTIONS A.P. 08-01626 D �ijs'S/ ` xv \N 10 - 11 INSTALLATION DETAILS SCALE NTS DATE 06/20/12 SHEET 1 OF 13 �IotIIIII�\\\` 12 COMPONENTS L ROBERTO LOMAS RE Luis R. Lomas P.E. 13 1432 WOODFORD RD LEWISVILLE,NC 27023 FL NO MULLION INSTALLATION DETAILS 434.888-0609 d/omas@Idomaspo. .: 62514 REVISIONS REV DESCRIPTION DATE APPROVED 60" MAX FRAME WIDTH D REVISED PER NEW REQUIREMENTS 01/19/18 R.L. 12" MAX O.C. 6" MAX 96" MAX FRAME WIDTH - 6" MAX 6" MAX � � 12" MAX O.C. A A 7 � 6" MAX 6" MAX 12" L_ MAX O.C. 72" 12" MAX MAX. O.C. FRAM E T-- HEIGHT B 120" 7 MAX FRAME HEIGHT A 7 8 7 9020 PICTURE WINDOW EXTERIOR VIEW REFER TO CHART#1&#2 IN SHEET 3 FOR OTHER UNITS RATINGS 6" MAX DESIGN PRESSURE RATING IMPACT RATING A t110.OPSF LARGE 7 MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 4 AND HVHZ 9020 PICTURE WINDOW WITH GLAZING A,B AND C EXTERIOR VIEW REFER TO CHART#1&N2 IN SHEET 3 FOR OTHER UNITS RATINGS SIGNED:0111912018 DESIGN PRESSURE RATING I IMPACT RATING 7500 AMSTBRDAM DRIVI ----_--- ----_ -- -- _W�Yr 1nD QQr- - ORLANDO,FL 32832 -- — LARGE - INCORPORATED ±100.0PSF MISSILE IMPACT rn+oi.ax�.ows www windooancmm `v,•4�C�ENS�',t1s'`i MISSILE LEVEL D,WIND ZONE 4 AND HVHZ LARGE PICTURE WINDOW =*• Oy62fi1 *� WITHGLAZINGA LARGE MISSILE IMPACT �,p (' i ELEVATIONS :13- STATE DESIGN PRESSURE RATING IMPACT RATING i 0 DRAWN: DWC NO. REV �iFS GOP., G��\� ±90.OPSF LARGE A.P DAIE OB o E626 D �/'/S%NA`1E� MISSILE IMPACT NTS 06/20/12 2 OF 13 MISSILE LEVEL D,WIND ZONE 4 AND HVHZ L.ROBERTOLOMASP.E. Luis R. Lomas P.E. WITH GLAZING B AND C 14V WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 43a608-0609 Alnmas@ldomaspe.aom CHART#T REVISIONS Design pressure rating for units with glazing A(pso REV DESCRIPTION DATE APPROVED Frama Frame width in) Haight 24.0 1 30.0 36.0 1 .0 1 46.0 54.0 1 60.0 66,0 1 72.0 1 78.0 1 84,0 90.0 96.0 D REVISED PER NEW REQUIREMENTS 01/19/18 R.L. (In) Pus I Neg I Pus I Neg Pos I Neg I Pus I Meg Pus I Neg Pus Meg Pos Neg Pos Neg Pus Neg Pos Meg Pos Neg pHs Neg Pos Neg 24.0 110,0 147.3 110.0 146.0 110.0 144.7 110.0 1433 110.0 142.0 110.0 140.7 110.01 139.3 110.0 138.01 110.0 136.7 110.0 135.3 1110.6,134.0 110.0 1327 110.0 131.3 30.0 110.0 146.0 110.0 145.8 110.0 144.21 110.0 1425 110.01 140.8 110.0 139.2 110.01 137.5 110.0 135.8 110.0 134.2 110.0 132.5 110.0 130.8 110.0 129.2 11D.0 127.5 36.0 110.0 144.7 110.0 1442 110.0 144.0 1 110.0 142.0 110.01 140.0 110.0 138.0 110.0 136.0 110.0 134.0 110.0 1320 110.0 130.0 110.0 128.0 110.0 126.6 110.6 124.E 420 110.0 143.3 110.0 142 5 110.0 142.01 110.0 141.8 110.0 13" 110.0 1372 110.0 134.8 110.0 132.5 110,0 1302 110.0 127.8 110.0 125.5 110.0 123.2 110.0 120.8 46.0 11D.0 142.0 110.0 140.8 110.0 140.0 110.0 139.5 110.0 139.3 110.0 136.7 110.0 134.0 110.0 131.3 110.0 128.7 110.6 126.E 110,0 123.3 110.0 120.7 110,0 118.0 64.0 110.0 140.7 110.0 1392 110.0 138.0 110.0 137.2 110.0 136.7 110.0 136.5 110.0 im.5 110.0 130.5 110.0 127.5 110.0 1245 110.0 121.5 110,0 118.5 110.0 115.5 60.0 110,0 139.3 110.0 137.5 110.0 138.0 110.0 134.8 110.0 134.0 110.0 133.5 110,0 133.3 110.0. 130.0 110.0 126.7 110.0 123,3 1140 120,0 110.0 116.7 110.0 113.3 66.0 110.0 1380 110,0 135,8 110.0 134,0 110.0 1325 110.0 131.3 110.0 130.5 110.0 130.0 110.0 129.8 110.0 126,2 110.0 122.5 110.0 118.8 110.0 115.2 110.0 111.5 720 110.0 136.7 110.0 1342 110.0 132.0 110.0 130.2 110.0 128.7 110.0 127.5 110.0 126.7 110.0 1262 110.0 126.0 110.0 122.0 110.0 118.0 110.0 114.0 110.0 110.0 78.0 110.0 135.3 110.0 132.5 110.0 130.0 110.0 127.8 110.0 128.0 110.0 124.5 110.0 123.3 110.0 122.5 110.0 122.0 110.0 121.8 110.0 117.5 84.0 110.0 134.0 -110.0 13D.8 110.0 128.0 110.0 125.5 110.0 123,3 110.0 121.5 110.0 12D.0 110.0 118.8 110.0 118.0 110.0 117.5 90.0 11D.0 132.7 110.0 129.2 110.0 126.0 110.0 123.2 110.0 120.7 110.0 118.5 110.0 116.7 110.0 115.2 110.0 114.0 96.0 110.0 131.3 110.0 127.5 110.0 124.0 110.0 120.8 110.0 118.0 110.0 115.5 110.0 113.3 110.0 111.5 110.0 110.0 1020 110.0 130.0 110.0 125.8 110,0 122.0 110.0 118.5 110.0 115.3 110.0 112.5 110.0 110.0 107.8 107.8 106.0 110.0 128.7 110.0 1242 110.0 120.0 110.0 1162 110.0 112.7 109.5 109,5 106,7 106.7 - mm - - - _ - 114,0 110.0 127.3 110.0 122.5 110.0 118.0 110.0 113.8 110,0 110.0 108.5 106.5 103.3 103.3 120.0 110.0 726.0 1700 120.8 110.0 116.0 110.0 111.5 107.3 107.3 103.5 103.5 100.0 7000 126.0 1f00 1247 110.0 1192 1100 1140 1092 1092 104.7 104.7 101320 110.0 123.3 110.0 1175 1100 112.0 106.8 106.8 102.0 102.0 97.5 97.5 136.0 110.0 122.0 1100 1158 1100 1100 1D45 104.5 99.3 99.3144.0 110.0 12071100 1142 108.0 108.0 1022 1022 96.7 96.7 - CHART#2 Design pressure rating for units with glazing B and C(pso Frame Frame width(in) Height 24.0 1 20.0 36.0 11111142.0 48.0 1 54.0 1 60.0 1 66.0 1 72.0 78.0 1 "0 90.0 1 96.0 (in) Pos I Neg I Pos I Neg Pos Neg I Pos Neg Pos I Neg I Pos Neg Pos I Neg I Pos I Neg Pos I Neg Pos I Neg Pos Neg Pos I Neg Pos Neg 24.0 110.01 135.01 110.0 1 135.0 110.0 135.01 110.0 135.0 110.01 135.01 110.0 135.0 110.0 1 135.01 110.0 135.0 110.01 135.0 110.01 135.0 11D.0 135.0 110.01 135.0 110.0 135.0 30.0 110,01 135.01 110.0 135.0 110.0 135.01 110.0 135.0 110.01 135.01 110.0 135.0 110.01 135.01 110.0. 135.0 110.0 135.0 110.01 135.0 110.0 135.0 110.01 135.0 110.0 135.0 36.0 110.01 135.01 110.0 135.0 110.0 135.01 110.0 135.0 110.01 135.01 110.0 135.0 110.0 135.0 110.0 135.0_ 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 420 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.01 110.0 135.0 110.0 135.0 110.0 135.0 110.0 13sT 110.0 135.6 11DO 131,7 48.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.01 110.0 135.0 110.0 135.01 110.0 135.0 110.0 135.0 110.0 135,0 110,0 135.0 110.0 131.3 110.0 126.0 54.0 110.0 135,0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.01 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110,0 135.0 11D.O 133.0 110.0 127.0 110.0 121.0 60.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.D 110.0 135.0 110.0 130.0 110.0 123.3 110.0 116.7 66.0 110.0 135.0 110.0 135.0 110.0 135.0 110,0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.D 135.0 110.0 127.7 110.0 120.3 1f0.0 113.0 72.0 110.0 135.0 110 0 135.0 110.0 135.0 110.0 135.0 110,0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135,0 110.0 134.0 110.0 126.0 110.0 118.0 110.0 110.0 94.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 134.0 110.0 133.7 110.0 125.0 B4.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 133.0 110.0 130.0 110.0 127.7 110.0 126.0 110.0 125.0 90.0 110.0 135.0 110,0 135.0 110.0 135.0 110.0 135.0 110.0 131.3 110.0 127.0 110.0 123.3 110.0 120.3 110.0 118.0 9Q0 110.0 135.0 110.0 135.0 110.0 135.0 110.0 131.7 110.0 126.0 110.0 121.0 110.0 116.7 110.0 113.0 110.0 116. 102.0 110.0 135.0 110.0 135.0 110.0 134.0 110.0 127.0 110.0 120.7 110.0 115.D 110.0 110.0 105.7 105.7 108.0 110.0 135.0 110.0 135.0 110.0 130.0 110.0 122.3 110.0 715.3 109.0 109.0 103.3 103.3 114.0 110.0 135.0 110.0 135.0 110.0 126.0 110.0 117.7 110,0 110.0 103.0 103.0 96.7 120.0 110.0 135.0 110.0 131.7 110.0. 122.0 110.0 113.0 104.7 104.7 97.0 97.0 90.0 90.0 126.0 110.0 135.0 110.0 128.3 110.0 118.0 108.3 108.3 99.3 99.3 91.0 11.0 _ _ 1320 110,0 135,0 110.0 125.0 110.0 114.0 103.7 103.7 94,0 94.0 85.0 85.0 138.0 110.0 134.0 110.0 121.7 110.0 110.0 99.0 99,0 88.7 88.7 _ 144.0 1110.01 131.31 110.0 118.3 106.0 106.0 1 94.3 1 94.3 833 83.3 - - _ _ _ _ _ _ ivT,���,,77�� SIGNED:011191201 B - -- -------- -- ---- r- --- - --- -- ---- -WinD-O.OY --OALANDO,FL32832 rvE- - `� R U�p�4�.-- - INCORPORATED Ph'm�."T'.'�'.8a10 �\J\ F-no7.asl.ese WWW.Windoorinc.com `v�.�C'E IV.,y 9020 PICTURE WINDOW ;* 01,�?61 LARGE MISSILE IMPACT ( * DESIGN PRESSURE CHARTS �pTATE OF . DRAWN: DWC N0. REV RIQQ."�\ �1 OB SCALE NTS DATE 06/20/12 SHEET6 D 3 OF 13 L ROBERTO LOMAS P.E. P.E. P Lomas 1432 WOODFORD RD LEWISVILLE,NC 27023 LUIS R.FL No L as 434-686-0609 r1lomasOldomaspe.com REVISIONS REV 60" MAX FRAME WIDTH DESCRIPTION DATE APPROVED - D REVISED PER NEW REQUIREMENTS 01/19/18 R.L. 8" MAX O.C. 6" MAX 6" MAX A 7 6" MAX I CHART#3 Desfgn pressure rating(Ps►1 _. -___-_-- 12" Frame Frame width(In) 24.00 3000 Height . 36.00 42.00 48.00 54.00 60.00 MAX O.C. (in) Pas I Neg Pas I Neg Pas I Neg I Pos Neg pas I Neg Pas I Neg Pas Neg I 24.0 150.0 150.01 150.01 150.0 150.0 150.01 150.0 150.0 150.0 150.0 160.01 150.0 150.0 150.0 30.0 150.0 150.01 150.0 150.0 150.0 150.01 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150,0 / 36.0 150.0 150.0 1 150.0 150.0 150.0 150.01 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 42.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 160.0 C 6" MAX TYP 48.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0. 150.0 150.0 150.0 150.0 s4.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 143.4 150.0 1 20" 3" MAX TYP 60.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 133.3 150.0 MAX T 66.0 150.0 150.0 150.0 150.0 150.0 150.0 160.0 150.01 150.0 150.0 145.5 150.01 125.41 150.0 FRAME t ' 72.0 150.0 150.0 150.0 150.0 160.0 150.0 150.0 150.0 1 150.0 150.0 1 138.9 150.0 1 119.0 142.9 HEIGHT 78.0 1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 1 150.0 150.0 133.8 150.01 114.0 136.8 84.0 150-01 150.0 1 150.0 150.0 150.0 150.0 150.0 150.0 1 150.0 150.0 129.9 150.0 109.9 131.9 90.0 150.0 1 150.0 150.0 150.0 150.0 150.0 150.0 150-01 150.0 150.0 127.0 150.0 106.7 128.0 96.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 125.0 150.0 104.2 125.0 102.0 150.0 150.0 150.0 160.0 160.0 150.0 150.0 150.0 150.0 150.0 123.8 148.6 102.3 122.8 108.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 123.5 148.1 101.0 1212 B 114.0 150.0 150.0 150.0 160.0 150.0 150.0 150.0 150.0 150.0 150.0 123.5 1411 100.3 120.3 7 120.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 123.5 148.1 100.0 120.0 / 6" MAX A 7 9020 PICTURE WINDOW EXTERIOR VIEW SIGNED:0111912018 REFER TO CHART#3;.THIS PAGE,FOR OTHER UNITS RATINGS �j�„ - DESIGN PRESSURE RATING IMPACT RATING; - "- ._V-inD_o-or_ ORLANDO FL g D r -- .-_.-..�\ (I fC 1 j z - - - - -- - --- --- - ---- --- - R - LARGE INCORPORATED Pb.or.4mA81.8 U0 � C•7•'• �'�7 Fm 409,41.05115 N .WIndoorincxom \ E / +100.0/-120.OPSF MISSILE IMPACT ' • V F' 9020 PICTURE WINDOW *• MISSILE LEVEL D,WIND ZONE 4 AND HVHZ LARGE MISSILE IMPACT 0;.6261 *C WITH GLAZING A AND B ELEVATION AND DESIGN PRESSURE CHART z:�7 TAT E OF DRAWN: OWC 110. REV 'k-­ZO0t4• r` 9CP 06E NTS DATE 06/20/12 soEE646 OF 13 0 10 Al. L ROBERTO LOMAS RE P Lomas Luis R. L .E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No as ' 434-688-0609 rllomas@lAomaspe.com J REVISIONS REV DESCRIPTION DATE APPROVED 144" MAX FRAME WIDTH D REVISED PER NEW REQUIREMENTS 01/19/18 R.L. 12" 6" MAX TYP 6" MAX MAX 3" MAX TYP 43 3/16" O.C. MAX. D.L.O. A + L- 7 6" MAX L- 12" MAX O.C. 72" MAX CHART#4 FRAME Design pressure rating chart(pso HEIGHT Freme Total Frane Width(in) f3 D Helghl 36.00. 54.00 1 7200 90.00 1 108.00 128.00 1 144.00 7 1g (in) Pas Neg Pas I Neg Pas.I Meg Pas I Neg I Pas I Neg Pas Neg Pas Neg 24.0 100.0 125.0 100.0 125.0 10D.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 30.0 1..o 125.0 1D0.0 1 125.0 10D.0 125.0 100.0 ,125.0 100.0 1 125.0 100.0 125.0 100.0 125.0 36.0 100.0 125.0 1D0.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 42.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125:0 100.0 125.0 100.0 125.0 100.0 125.0 6" MAX 48.0 100.0 125.0 100.0 125.0 100.0 125.0 1 00.0 125.0 100.0 '125.0 100.0 125.0 100.0 125.0 54.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 100.0 125.0 /q 60.0 100.0 125.0 1DO.0 125.0 10D.0 125.0 TO0.0 125.0 100.0 125.0 100.0 119.6 100.0 113.3 7 88.0 100.0 125.0 1DO.0 125.0 100.0 125.0 100.0 125.0 100.0 113.3 100.0 103.8 97.1 97.1 720 100.0 125.0 100.0 725.0 100.0 125.0 100.0 114.5 400.6 100.7 91.4 91.4 85.0 85.0 18" MAX TYP 12" MAX O.C. 9020 TRIPLE PICTURE WINDOW EXTERIOR VIEW REFER TO CHART✓t4,THIS PAGE,FOR OTHER UNITS RATINGS DESIGN PRESSURE RATING IMPACT RATING t85.OPSF LARGE - SIGNED:0111912018 ` MISSILE IMPACT - - - .RDAM DRIVG - ' _ 7500 AMSIT � - -- -- '-- -- - -- - -_--- MISSILE LEVEL-D;-WIND ZONE 4 AND HVHZ- -- ----1 D�r-ORLANDO,FL 32832- - -\ - //// -- - -- \ Cj WITH GLAZING A,B AND C -- INCORPORATED ="•w,48,0500 w .windoorinc.com �w\C E 11I3 gtP��i 9020 PICTURE WINDOW *• O LARGE MISSILE IMPACT y6�61 ELEVATION AND DESIGN PRESSURE CHARTS ��j TATE OF t� DRAWN: -,DWG NO. $EV F.• GORSOP4 A. CAP 08 NTS DATE 06/20/12 SOHEET 56 D OF 13 ''/�s/% L ROBERTO LOMAS P.E P.E. P Luis R..o as LOrT1OS 1432 WOODFORD RD LEWISVILLE,NC 27023 FL N 434-08-0609 rllamas@Womaspe.wm REVISIONS REV DESCRIP11011 DATE APPROVED D REVISED PER NEW REQUIREMENTS 01/19/18 R.L. MAX MAX MAX MAX I MAX --{ 96" MAX T-A T- F 1 I 120" 120" 120" 1zo 120" I MAX MAX MAX MAX MAX MAX � J� L L 93 13/16" 103 3/16" 91 5/16" --{ 72" MAX 072" 72" 72"MAX MAX MAX MAX MAX MAX 72" MAX T 72" 3-6"� MAX 0 0 120" MAX 120" MAX 120" MAX--{ I 60 60" 60" MAX MAX MAX SIGNED:0111912018 1 ru 00 AM - - - --- ---- - - ------ --WinD o or=__o, 1Do s3�z —----- ^ \I R I I 0 —- - - - -- - ---- INCORPORATED Pb..r.447A8LB00 APPROVED SHAPES FmQ7.48LOSOS www.wiadoorinc.com `` . ENsF9s SEE NOTE 19 SHEET 1 9020 PICTURE WINDOW LARGE MISSILE IMPACT APPROVED SHAPES TAT OF ,v4 DRAWN: DWG NO. REV �•�-�C P ���� i�Fs. OR10. •G\�\ S DATE D6 D E626 D SCALE NTS 06/20/12 6 OF 13 L ROBERTO LOMAS RE Luis R. Lomas P.E. 1432 WOODFORD RD LEWISIALLE,NC 27023 FL No.: 62514 434-688-060.9 rAcmas@Momaspe.com PARTS LIST o REVISIONS 7 NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL REV DESCRIPTION DATE APPROVED 1 S-9020A1—WDI FRAME HEAD AND SILL ASSEMBLY KEYMARK ALUMINUM 6063—T6 1 D REVISED PER NEW REQUIREMENTS 01/19/18 R.L. 2 S-9020A2—WDI FRAME JAMB ASSEMBLY KEYMARK ALUMINUM 6063—T6 20 20 6 16 11 3 S-9020A3—WDI MULL ASSEMBLY KEYMARK ALUMINUM 6063—T6 4 FH-06559 MULL INTERIOR REINFORCEMENT KEYMARK ALUMINUM 60D5—T6 15 6 AR 5 FS-06558 MULL EXTERIOR REINFORCEMENT KEYMARK ALUMINUM 6005—T6 • 8 16 6 S-49328 SCREW COVER KEYMARK ALUMINUM 6063—TB 7 S-49330 FLUSH ADAPTOR KEYMARK ALUMINUM 6063—T6 11 it INTERIOR 8 S-49329 9/16" CUSS STOP KEYMARK ALUMINUM 6063—T6 EXTERIOR INTERIOR 9 S-46084 1" GLASS STOP KEYMARK ALUMINUM 6063—T6 8 10 S-46083 1 3/8' GLASS STOP KEYMARK ALUMINUM 6063—T6 t6 11 GSVN-07A GLAZING VINYL TEAM PLASTICS 80 DUROMETER 15 EXTERIOR 12 131014 #8xl'SCREW STAINLESS STEEL 6 13 #8xl 3/4" SCREW STAINLESS STEEL 1 20 14 #12xl"SCREW STAINLESS STEEL 7 21 15 9 11 15 121000-12100E1 SETTING BLOCK RUBBER 16 SIKA 552 URETHANE SEALANT 7 HOR/ZONTALCROSSSECTION 7 17 S-9020A8—WDI CA RAIL ASSEMBLY KEYMARK ALUMINUM 6063—T6 VERTICAL SECTION 18 S-9020A5—WDI MEDIUM RAIL ASSEMBLY KEYMARK ALUMINUM 6063—T6 7 STANDARDISTANDARD RAILS 19 5-9020A6—WDI TALL RAIL ASSEMBLY KEYMARK ALUMINUM 6063—T6 FOR APPROVED RAIL COMBINATIONS SEE SHEETS 8&9 1 3/8" 20 2206 INSULBAR ENSINGER TECATHERM 66GF 3/16" TEMP 3/16" HS 21 902A07—WDI CA RAIL FLANGE KEYMARK ALUMINUM 6063—T6 .090" SENTRYGLAS BY KURARAY 22 902AD9—WDI HEAD AND SILL FLANGE KEYMARK ALUMINUM 6063—T6 3/16" TEMP 3/16" HS 23 902A11—WDI JAMB FLANGE KEYMARK ALUMINUM 6063—T6 11 16 ALUMINUM AW-3000 SPACER SYSTEM BY HELIMA 15/16" BITE 9/16" 1" EXTERIOR 15IS 1/4" HS 3/16" HS INTERIOR .090" SENTRYGLAS BY KURARAY .090" SENTRYGLAS BY KURARAY 10 GLAZING DETAIL C 1/4" HS 3/16" TEMP 3/16" HS SIGNED:0111912018 EXTERIOR 16 11 INTERIOR —00RLANIDO FL 832— odnc.com ` Eir// _ _ 11 INTERIOR ALUMINUM AW-3000 INCORPORATED Ph-40i"81B400 • ti19�i SPACER SYSTEM `�.'\,\G NSF•cP�� 15 BY HELIMA 15/16" BITE 9020 PICTURE WINDOW *• 0 61 *� 15/16 BITE EXTERIOR 15 LARGE MISSILE IMPACT 8 f-1 CROSS SECTIONS, GLAZING DETAILS & B.O.M. TAT E OF rinr l ... .. I i0•• ':44 9 GLAZING DETAIL 8 DRAWN: DWG No. REV ii�.c�s;EORIOP�G�`� GLAZING DETAIL A SCALE NTS DATE 06/20/12 08 SHEET 7 OF 13 D ',/'SIOI11111�N\``\ L ROBERTO LOMAS P.E. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 LUIS R.FL No L 62514 434-688-0609 rl/omas@Womaspe.com e REVISIONS 17 17 REV DESCRIPTION DATE APPROVED D REVISED PER NEW REQUIREMENTS 01/19/18 R.L. 17 EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR / 19 17 18 19 18 CA/CA RAILS CA/MEDIUM RAILS &—Mabn 13 EXTERIOR INTERIOR EXTERIOR Li.F INTERIOR CA/TALL RAILS EXTERIOR INTERIOR is 1 ] 19 19 19 1 EXTERIOR INTERIOR EXTERIOR INTERIOR ERIOR INTERIOR 1 B 18 STANDARD/TALL RAILS MEDIUM/TALL RAILS TALLlTALL RAILS 17 SIGNED:01/19/2018 LT 7500AMSTF.RDAMDRIVJ \ S Illlll/ /- STANDARD/CA RAILS___ STANDARD/MEDIUM RAILS--- - _ MEDIUM/MEDIUMRAILS—_— _ ___ _ __ QOr ORLANDO,FL 32832 INCORPORAIED 13onr.,e.aBL&00 \NJ\ �1 Pa+o.el.osos —xAndoorinc.com ` ��ENs 9s�y 9020 PICTURE WINDOW *• 061 *._ LARGE MISSILE IMPACT — APPROVED RAIL COMBINATIONS iATE OF �`� APPROVED RAIL COMBINATIONS DRAWN: DWG NO. REV .' • i P.• ' i�b`5,-..ORlO"0�N FOR OTHER ITEMS SEE VERTICAL GALE NTS DATE 06/20/12 OB SHEET 86 OF 13 0 /'�/�/jONA E \\N CROSS SECTION SHEET 7 L ROBERTO LOMAS RE P Lomas LUIS R. L .E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No as 434-688-0609 Hlomas@l'f=wpe.mm Ar 4 REVISIONS REV DESCRIPTION DATE APPROVED D REVISED PER NEW REQUIREMENTS 01/19/18 R.L. 21 22 23 EXTERIOR EXTERIOR INTERIOR INTERIOR 22 lmw JAMB FLANGE 21 HEAD AND SILL FLANGE CA RAIL FLANGE SIGNED:0111912018 - W-inDoor---o�1Do FL32832- --- `Ns R Itt - ----- - - - ---- -- - -------- - ---- - - INCORPORATEDeoTaainos —sw.windooziac.com V. CENSF9s��i 9020 PICTURE WINDOW *• 0 61 *= LARGE MISSILE IMPACT — — APPROVED RAIL COMBINATIONS $TpTE OF .;'�` APPROVED RAIL COMBINATIONS DRAWN: DWG NO. REV �i'�•�h�pR10Q;�• � FOR OTHER ITEMS SEE VERTICAL AND HORIZONTAL SCALE DATE OB SDREET 9 DNA"E�G�x` CROSS SECTIONS SHEET 7 NTS 06/20/12 OF 13 L ROBERTO LOMAS P.E.1432 WOODFORD RD LEWISV4 Luis R. Lomas P.E. LE,NC 27023 FL No as 434-688-0609 rllomas@Nomaspe.com REVISIONS REV DESCRIPTION DATE APPROVED 1 3/4" MIN. D REVISED PER NEW REQUIREMENTS 01/19/18 R.L. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS a ' ° 1 1/4" MIN. 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK ' ° °°' °a. EMBEDMENT SEE NOTES 3-7 CONCRETE/MASONRY SHEET 1 T BY OTHERS 9 e• OPTIONAL 1X BUCK a 1/4" MAX. SEE NOTES 3-7 e` SHIM SPACE APPROVED II SHEET 1 SEALANT UU 1/4- MAX. SHIM SPACE a 1/4" ELCO CRETE—FLEX INTERIOR 1/4" ELCO CRETE—FLEX a 1 3/4" ° EXTERIOR INTERIOR EDMIN. DISTANCE v ° 1/4" ELCO EXTERIOR CRETE—FLEX APPROVED APPROVED SEALANT SEALANT JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION OPTIONAL 1X BUCK STANDARD FRAME SHOWN,FRANGE FRAME SIMILAR HIM SEE NOTES 3-7 MAX. SHEET 1 `SHIM SPACE NOTES: CONCRETE/MASONRY 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, BY OTHERS NOT SHOWN FOR CLARITY. c q 1 1/4" MIN. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE EMBEDMENT DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:0111912018 a d'. °� 7500 ANISTERDAM DRIVE -- -_-- W_inDoor---ORLANDO,FL32832 — — -- ---- --------------- -- - 1 3/4" MIN. INCORPORATED F�ID, oi�sn w .vAndoorinacom ��` e'°C,EN° �� EDGE DISTANCE `v.'�\ S,,S VERTICAL CROSS SECTION 9020 PICTURE WINDOW *• 0 61 , CONCRETEIMASONRYINSTALLATION LARGE MISSILE IMPACT STANDARD FRAME SHOWN,FRANGE FRAME SIMILAR INSTALLATION DETAILS DRAWN: DWG N0. REV �0��•-'c�pR10P'\C� scPE OB 1 NTS DATE 06/20/12 s0 26 D OF 13 IF L ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,N027023 FL No.: 62514 434-686-0609 rllomas@lrinmaspe.wm 3 3/16" REVISIONS Imo- 3 3/16" 3 1/4"--{ REV DESCRIPTION DATE APPROVED 3 3/16"� D REVISED PER NEW REQUIREMENTS 01/19/18 R.L. q a � 7/+ 4•, � � FRAME O FRAME 2 7/16" ALUMINUM 6063-T6.080'THICK ALUMINUM 6063-T6.080"THICK 3/4.. 1 1/16" OMULL ASSEMBLY 22 HEAD AND SILL FLANGE FRAME ALUMINUM6063-T6.080"THICK ALUMINUM6063-T6.080"THICK L i j 11�1 15/16" 5/8" 1 1/16" 11/16" 1 1/16" 11/16 REINFORCEMENT REINFORCEMENT 2 7/16 ALUMINUM 6005-T61.100"THICK O ALUMINUM6005-T61.080"THICK O SCREW COVER 3 3/16" ALUMINUM 6063-T6.050"THICK 1/4- �—{�1 3/8" -- ri —i 7—3/4 I T--0 5/ r3/4 Li 9 7/16" FLUSH ADAPTOR 5ALUMINUM 6068-T6.065"THICK (:D9/16"GLASS STOP TT41 .063"THICK 5 7/8" 3/8 O 1"GLASSSTOP 4 1/2" 1/4" 9 15/16.' .063"THICK 1 1/4" r----f— 1 T— 16 r t o 1 3/8"GLASS STOP 20 INSULBAR .063"THICK OTECATHERM66GF.075"THICK a 21 3 3/16" CA RAIL FLANGE 18 MIDDLE RAIL ALUMINUM6063-T6.100"THICK ALUMINUM6063-T6.080"THICK 19 TALL RAIL 2 1/4" ALUMINUM 6063-T6.100"THICK SIGNED:0111912018 — --- --- --- - — --i AAM DRIVE W1I1Door ORLANDO NDO;FLIZ32832 O-- INCORPORAT&D rn"o".m.veis000� �NOJ�S— b't19�% 3 7/8" 3 1/4" F ao.esl.nsns u�vw.w ndoor nuom `v.*IVY E N 61 p 9020 PICTURE WINDOW ;* 00 61261�. LARGE MISSILE IMPACT COMPONENTS TAT OF 17 23 REVDRAWN: JAMB FLANGE A.P. Dwc NO. OS o 626 D IARISO'CA RAIL ALUM/NUM6063 .OSOTHICK SCALENTS DATE 06/20/12 SHEET 12 OF 13 IQ;�"'G\�'���� ALUMINUM 6063-T6.100"THICK L ROBERTO LOMAS P.E LDIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 rlloma @Idcmaspe.com REVISIONS REV DESCRIPTION DATE APPROVED 9/16" MIN. D REVISED PER NEW REQUIREMENTS 01/19/18 R.L. EDGE DISTANCE 9/16" MIN. F 1/4" MAX. WOOD FRAMING METAL EDGE DISTANCE SHIM SPACE OR 2X BUCK STRUCTURE I BY OTHERS 1 1/4" MIN. BY OTHERS J� 9/16 MIN. EMBEDMENT EDGE DISTANCE INTERIOR IJ APPROVED 1/4" MAX APPROVED 1/4" MAX. O SEALANT SHIM SPACE SEALANT SHIM SPACE #12 SMS OR SELF DRILLING SCREWS #12 WOOD METAL SCREW STRUCTURE BY OTHERS EXTERIOR #12 SMS OR APPROVED SELF DRILLING SEALANT SCREW JAMB INSTALLATION DETAIL EXTERIOR INTERIOR EXTERIOR INTERIOR METAL STRUCTURE INSTALLATION STANDARD FRAME SHOWN,FRANGE FRAME SIMILAR 1 1/4" MIN. 1/4" MAX. #12 WOOD EMBEDMENT r SHIM SPACE SCREW #12 SMS OR SELF DRILLING 9/1 MIN. SCREW EDGE INTERIOR APPROVED nn 1/4" MAX. APPROVED SEALANT SHIM SEALANT SHIM SPACEy 1/4" MAX. #12 WOOD I SHIM SPACE SCREW WOOD FRAMING I METAL WOOD FRAMING OR 2X BUCK 1 1/4" MIN. STRUCTURE OR 2X BUCK EXTERIOR BY OTHERS A t EMBEDMENT BY OTHERS BY OTHERS 9/16" MIN. APPROVED JAMB INSTALLATION DETAIL 9/16" MIN. EDGE DISTANCE SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION EDGE DISTANCE VERTICAL CROSS SECTION STANDARD FRAMESHOWN,FRANGE FRAME SIMILAR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED:0111912018 STANDARD FRAME SHOWN,FRANGE FRAME SIMILAR _ WOOD FRAMING OR 2X BUCK INSTALLATION WinD o or_ 0OgI,AMST FD eD'� STANDARD FRAME SHOWN,FRANGE FRAME SIMILAR - ---— - --- _ —____ __ _ _ INCORPOPAIED rR=�Vm.+etsmo �.m,wLosns muv.windoorint.mm ,tP% 9020 PICTURE WINDOW ,*• 0 '61 LARGE MISSILE IMPACT INSTALLATION DETAILS 0:`� STAGE OF r w`� DRAWN: DWG NO. REVD NOTES: INTERIOR1. AE A.P. 08-01626 NOTHOWN FOR CLARITY. SCALE FINISHES,BYOTHERS, SCALE DATE SHEET 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE NTS OL ROBER 2 10 O F 13 DESIGNED IN ACCORDANCE WITH ASTM E2112 LR08ERDLEWISTO VILLA Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL NO.: 62514 434-688.0609 Alomas@ 1dc aspe.com It — REVISIONS REV DESCRIPTION DATE APPROVED D REVISED PER NEW REQUIREMENTS 01/19/18 R.L. 8 16 15 20 3 r 4 i 5 JAMB 15 16 9 11 BOTTOM RAIL 71 13 HORIZONTAL INTEGRAL MULLION \ #8 X 1 PH SQUARE DRIVE SCREWS 11 16 20 4 16 11 CORNER DETAIL siGNED:_0.1L19/2m - — -- - -- - ---- -- — --- ---- -------- ----- --- - ----- — YV 1ri�00r ;500AMSTERDAMDRIVE �Yj `��llulrrcr/// ORI-ANDO,FL 32832 • D INCOR.P(>RA1ED =407.481.0$055 w .wiodoorimcom '\ 9020 PICTURE WINDOW *• 0 61 = LARGE MISSILE IMPACT _- MULLION INSTALLATION DETAILS ��•• TAY OF a-z 11 9 $ 3 13 10 11 DRAWN: DWG NO. REV 0�•.6A •P �Fs , ORIO SCALE NTS DATE 08 s0E1626 D E //I/S�ONAL`� 06/20/12 13 OF 13 D VERTICAL INTEGRAL MULLION L ROBERTO LOMAS P.E. �3 1432 WOODFORD RD LEWISVILLE,NO 27023 Luis FL No.:mas 4.E. 434-686-0609 dtomas@Idomaspe.wm