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Home My WebLink AboutWINDOW/DOOR INSTALLATION RESIDENTIAL (4) Florida Building Code Online P496-1 of:5 F. > I l �A a• n. at � o• BCI§Home. Log In User Registration. ( Hot Topics :Submit Surcharge #; 'Stats&Facts Publications Contact Us SCIS Slte Map E Florida R Product Approval USER: Public User 1t* .F. wP'011-21'-'�"7�' ;tt--1- Product Approval Menu > Product or Aooiication Search.> Aooilcation List>A►pplication Detail FL,# FL15576-0 Application Type Affirmation Code Version 2017` Application Status Approved Comments Archived El Product Manufacturer , a Viwinco Inca LU Address/Phone/Email W P.O.,Box 499 U u Morgantown, PA 19543 LU v w (610).286-8884 skevgas@viwinco.com 17) Authorized Signature Scott Kevgas SKevgas@viwinco.com Technical Representative Stacia.Salada Address/Phone/Email PO Box,499 Morgantown, PA 19543 http-//www.floridabuilding.org/pr/prapp_dtl.aspx?param=wGEVXQwOgvKmQdIOUtQt1JFHN7Rm7lk8drPI4egVVAiUtAuY'... 6/28/2018 Florida Building Code Online Page'2 of S (610) 286-8;105 ssalada@viwinco.corn Quality Assurance Representative Address/Phone%Email Category Windows Subcategory Single Hung Compliance Method Certification; Mark or Listing Certification Agency Keystone Certifications; Inc. Validated By Keystone Certificatlons, Inc. Referenced Standard and Year (.of Standard) Standard AAMA/W.DMA/CSA i01/I.S.2/A440 AAMA/WDMA/CSA,1.0.1/I.S.2/A440 ASTM E1886. ASTM E1886 ASTM E1.996, ASTM E1996 Equivalence of.Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15576.! R6 Eauiv 513624-_EQ.gdf http://www.floridabuilding.org/Pr/ptLapp_otl.a,spx?pj4ram=wGEVXQwtDgvKmQdIOUtQt1JFHN7Rm'1°1k8drPT4egVVAiUtAuY,.. 6/28/2018 Florida Building Code.Online Page 3.of 5 I' af.,firm that.there are;no changes in the new Fit. Code which affect my product(s) and, my product(s' compliance with the new Florida Building Code. Documentation from approved Evaluation or'Validation Entity OYes No 0 N/A ProductApprovai Method Method1-Option A Date Submitted 10/03/2017 Date Validated 10/03/2017 Date Pending FBC.Approval Date Approved 16/08/2017 1 �_ FL # Model,'N:umber or Name. Description 15576.1 Oceanview Impact Single Hung Oceanview Impact Single Hung - 48"'x.72" Limits of Use Certification Agency Certificate . Approved.for use1n HVHZ; No. FL15576, R6 C CAC 4647-124.0df Approved for, use outside HVHZ: Yes FL15576 R6 C CAC 464-266.pdf Impact Resistant:,YesQuality Assurance Contract Expiration Date Design Pressure: +50/-50 12/05/2017 her: FRAME`MATERIAL TO BE RIGID PVC HAMA Installation Znstructions DE NINCK NORTH AMERI�RTIFIED (DEP=,11)', FL15576 R6 TI 08=01481B.pdf Verified By; Luis.R. Lomas, P.E. 62514 Created by Independent Third.Party; Yes Evaluation Reports FL15576 R6 AE 512105B.pdf Created by Independent Third.Party; Yes 15576:2 Oceanvfew Impact Single Hung O'ceanview Impact Single Hwng.- 36" x 72"' http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ.wtDgvKmQdlOUtQt1JFHN7Rm7lk8drPI4egV VAiUtAuY:.. 6%28/201.8 Florida Building Code Online Page 4 of 5 Limits,of Use, 'Certification Agency Certificate Approved for mse:in HVHZ: No FLI5576 R6 C CAC 464-156.,pd Approved;for use outside'HVHZ.N Yes FLI5576 R6 c .CAC 464-215.pdf Impact'Resistant: Yes FLI5576 R6 C CAC Vlwlnco Impact-Structural, Ddsign:Pressure:,+50/-50' .,Quality,,Assurance,Contract;EjK,pi'ration Date Other:' FRAME MATERIAL TO BERIGID PVC AAMA 12/05/2017 DECEUNINCK NORTH:AMERICA CERTIFIED(DEP-1). Installation,Instructions IFL15576 R6, II 08-014,82B.pd ' Veriflod,!By:, :Luis.,R."Lomas, 'P.E. 62514 - Created. by Independent Third, Party. Yes Evaluatton Reports. J ,FL15576 R6 AE '512106B.pd Created .by Independent Third Party: Yes 15576.3 Oceanvi6w Impact Single Hung Oceanview Impact Single Hung - 36," x 72" Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15576 R6 C CAC 464-218.gdf Approved for use outside HVHZ: Yes FL15576 R6 C CAC 464-407.pd Impact Resistant: Yes -Quality Assurance Contract Expiration Date. Design Pressure: +70/-70 08/15/2018 Other: FRAME.MATERIAL TO BE RIGID PVC AAMA Installation Instructions DECEUNINCK NORTH AMERICA CERTIFIED (DEP-1). FL15576 R6 II 08-01483B.pdf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL15576 R6 AE 512107B.r)d Created by Independent Third Party: Yes 15576.4 OceanView Impact Single Hung: OceanVlew Impact Single,Hung - 52" x-:80" Elimite of� 6 �U. Certification Agency Certificate : Approved for use;InWH& No, FL15576 R6 C CAC 464-248.pd Approved.for use outside WHZam Yes FLI5576 .R6 C CAC 464-714.pd Impact Resistant: Yes quality Assurance-Contract'Expiration Date DdsignPressure; +5.0/-50 J 1,08/06/2019 Other.- Instaillation.1n6tructibns; T FL15576 R6 II 08-02829A.pd Verified :By:.,L. Roberto Lomas,P.E.. 62514 Created byIndependentThird 'Party.. Yes, s . EvaluationReports hftp://www.floridabuilding.org/pr/pr _app_fitl.aspx?parain=wGEVXQwtDqvKmQdIOUtQtlJFHN7Rm7lk8drPI4egVVAiUtAuY... 6/28/2018 Florida Building Code Online Page 5 of 5 rl FL15576.-R6 AE 513624A.pdf FL15576 R6 AE 513624-EQ.pdf Created. by Independent.Third Party: Yes MMM 0 Contact Us.::2601'Blair Stone Road,Tallahassee FL-12399 Phone: 850=487-1824 The State of Florida is.an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement:: Accessibility Statement :: Refund 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,don mall to this entity.Instead,contact the office by phone or bytraditional mail. If you-have any questions, please contact.850.487.139S..*Pursuant tc (1), Florlda Statutes,.effective October 1,2012,licensees licensed under Chapter 455,'F,S..must provide the Department with an email address If th erhalls provided may be,used,for official communication,'with the:licensee. However email'add ressesw are public record:If'you do nokwish to'supply a please provide the Department with an,emall.address which_can be made available to the public.To determine if,you:are a licensee,under Chapter click here. Product Approval Accepts: ECheck Credit Card` Safe http://www.floridabuilding.org/pr/pr app dtl.aspx?paratn=wGEVXQwtDgvKmQd10UtQtIJFHN7Rm7lk8drPI4egVVAiUtAuY... 6/28/2018' REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER NEW REQUIREMENTS 12/04/14 R.L B REVISED ANCHORS 03/27/17 R.L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. FRAME MATERIAL: EXTRUDED RIGID PVC. 5. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 3 FOR GLASS DETAILS. 6. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 7. 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". 8. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTRO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. ALL FASTENERS TO BE CORROSION RESISTANT. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). SIGNED:03/27/2017 D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM VIWINCO INC. P.O. BOX 499 �N\%%\x R'•'L.bti19�i� MORGANTOWN, PA 19543 `v,•�\GENS•rs�� OCEANVIEW IMPACT SINGLE HUNG WINDOW _*• 0 gsJlf 48" X 72" .o .oto? ` TABLE OF CONTENTS FRAME ELEVATION AND NOTES ��0• TAT OE <u� SHEET NO. DESCRIPTION TES A.D RAWN;S. Dwc No. REV �'PF•'c[ORIDQ:•�� 2 EOEVATIONS DATE 03/05/12 08SOE1�481 OF 7 B /aNA`1��G\\` 3 CROSS SECTIONS AND B.O.M. L ROBERTO LOMAS P.E. Luis R. Lomas P.E. 4 — 7 INSTALLATION DETAILS T432WOODFORDRDLEWISVILLE,M 27023 FL No.: 62514 434.666-0609 tilomas@Nomaspe.com REVISIONS REV DESCRIPRON DATE APPROVED 48" MAX FRAME WIDTH 13" A REVISED PER NEW REQUIREMENTS 12/04/14 R.L 48" MAX FRAME WIDTH 1" MAX MAX O.C. 1" MAX B REVISED ANCHORS 03/27/17 R.L. 6' rt MAX80.C. 6" MAX. 1" MAX 6" MAX. 13" / O 13" MAX O / MAX O.C. / O.C. 72" —T 72" MAX. FRAME MAX HEIGHT FRAM HEIGHT x / x / L 1" MAX OCEANVIEW SINGLE HUNG WINDOW OCEANVIEW SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FRAME FLUSH INSTALLATION FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING t50PSF LARGEANDSMALL SIGNED:03/27/2017 MISSILE IMPACT VIWIN CO INC. \\�1►i I I Ill/// MISSILE LEVEL D,WIND ZONE P.O. BOX 499 `��J\S R LD�I/��ii� MORGANTOWN, PA 19543 `v,•��GENSF 9J+-'= OCEANVIEW IMPACT SINGLE HUNG WINDOW *• 0,.6¢6�1 v*= ELEVATIONS .y0• STAT OF •tum DRAWN: Dwc No. 08-01481 RB 4'/FS ,Sj�OR10G`�` EscALE NTS DATE 03/05/12 1 sHw 2 OF 7 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE;IVC 27023 FL No.: 62514 434-688-0609 d/omas®Llomaspe.com PARTS LIST REVISIONS NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 REV DESCRIPTION DATE APPROVED 1 8917 HEAD Deceuninck PVC C�❑ A REVISED PER NEW REQUIREMENTS 12/04/14 R.L 2 8911 SILL Deceuninck PVC B REVISED ANCHORS 03/27/17 1 R.L. 3 8919 JAMB w/SCREEN NUB Deceuninck PVC 4 8918 JAMB w/o SCREEN NUB Deceuninck PVC Q 31 5 6609 SILL INTERLOCK Minalex ALUMINUM 6105—T5 4 24 13 25 3 6 5142 SILL LEG Deceuninck PVC 11 20 7 8640 UPPER SASH BRACKET Four—Joks DIE CAST 29 23 22 30 ❑ INTERIORa❑ 8 3515 WEATHER STRIPPING — SILL LEG UltraFab WOOL PILE 9 7531 SASH STOP Central Plastics PVC 19 p 15 ° 10 5303 SASH UFT RAIL BTM Deceuninck PVC 18 o 11 5313 TOP SASH RAIL Deceuninck PVC EXTERIOR INTERIOR o 0 12 5307 STILES —TOP SASH Deceuninck PVC 0 13 5306 STILES — BTM SASH Deceuninck PVC 34 ❑ 14 n ca 36 14 5308 LOCK RAIL Deceuninck PVC O 0 15 5309 KEEPER RAIL Deceuninck PVC 27 28 EXTERIOR 16 5146 BULB SEAL Deceuninck PVC 17 5144 GLAZING BEAD Deceuninck PVC 17 10 32 12 HORIZONTAL SECTION 12 18 6608H BARNEY BOLT Pennex ALUMINUM 6105—T5 35 8 15/16" 19 8600 BARNEY SLIDE BOLT Four—Joks NYLON 20 8625 BOTTOM BUTTON Four—Joks PVC 3/32" ANN. 21 — IMPACT CUP Four—Joks PVC 16 6 .090" PVB BY KURARAY 22 8650 CAM LOCK W LUG Four—Joks DIE CAST 5 1/8" TEMP. 3/32" ANN. / DESICCANT FILLED 23 18670 KEEPER Four—Joks DIE CAST STAINLESS STEEL SPACER(SU—D) 24 8718 BALANCE SPRING ASSEMBLY Four—Joks STAINLESS STEEL 33 132 EXTERIOR INTERIOR 25 8750 PIVOT BAR Four—Joks DIE CAST 1/2- BITE 26 8121 NITE LOCK Romai PE VERTICAL SECTION STRUCTURAL SEALANT 27 7240T SETTING BLOCKS TS Philly VINYL SETTING BLOCK DOW INSTAGLAZE 28 3462 SIUCONE DOW(TB PHILLY) SILICONE 29 3715W KEEPER SCREW FH #6 (#5 H) X 1" Merchants STAINLESS GLAZING DETAIL 30 371 OW LOOK SCREW FH #6 X 1" Merchants STAINLESS O SIGNED:03/27/2017 31 3707 BALANCE COVER SCREW FH6X1-1/4" Merchants STAINLESS VIWINCO INC. 32 3738 PNOTBAR SIDE SCREW FH $5 X 3/8 Merchants STAINLESS P.O. BOX 499 `��J\,.• •0�,9 i� 33 3732 PIVOT BAR BTM SCREW PH#6X3/8 Merchants STAINLESS a MORGANTOWN, PA 19543 \v,•�\6ENS�•,cP'r 34 4195 SCREEN RAIL Leading Edge ALUMINUM 6105—T5 OCEANVIEW IMPACT SINGLE HUNG WINDOW =*• 0,4*51 48" X 35 3285 FIBERGLASS SCREEN PHIFER FIBERGLASS SCREEN D —•o ( � CROSS SECTIONS ��o TAT OF 36 3260 SPLINE DAPA VINYL ��`•� •'�� DRAWN: Owc No. REV iFs,.'c[ORIOP 37 13245 1 CORNERS Hygrade DIE CAST I I� A.S. DAZE 08-01481 38 4060 LIFT TABS Anlin ALUMINUM 6105—T5 NTS 03/05/12 3 OF 7 L ROBERTO LOMAS P.E. Luis R. Lomas P.E. OPTIONAL FIN FRAME 1432 WOODFORD RD LEWISVILLE.NO 27023 FL No.: 62514 434-688-0609 A10maS@1r/0Masp9.00M 1/2" MIN. REVISIONS EDGE DISTANCE { 3/4" MIN REV OESCRIPDON DATE APPROVED WOOD FRAMING METAL I I EDGE DISTANCE A REVISED PER NEW REQUIREMENTS 12/04/14 R.L OR 2X BUCK STRUCTURE I I B REVISED ANCHORS 03/27/17 R.L. BY OTHERS 1 1/4" MIN. BY OTHERS EMBEDMENT 1/4 MAX' SHIM SPACE INTERIOR SEALANT 1/4" MAX. SEALANT 1/4" MAX. 3 4" MIN. �ULLLrLnI APPROVED APPROVED O o EDGE DISTANCE SHIM SPACE SHIM SPACE T--- o #10 WOOD ❑ ❑ ❑ Q #10 SMS OR o SCREW ELF DRILLING SCREWS #10SMS ORS METAL W SEL STRUCTURE SELF DRILLING SCREW BY OTHERS 0 APPROVED SEALANT EXTERIOR JAMS INSTALLATION DETAIL METAL STRUCTURE INSTALLATION EXTERIORINTERIOR EXTERIOR INTERIOR 1 1/4" MIN. 1/4" MAX. 0 rmw EMBEDMENT r SHIM SPACE INTERIOR 1/2 M" IN. �O nnlu EDGE DISTANCE 0 SILL TO BE SET SILL TO BE SET o ON A BED OF ON A BED OF #10 WOOD p 0 APPROVED SEALANT Q APPROVED SEALANT SCREW p WOOD FRAMING sm OR 2X BUCK 1/4" MAX. BY OTHERS APPROVED APPROVED SHIM SPACE APPROVED SEALANT SEALANT �o ❑ SEALANT ao 1/4" MAX JAMB INSTALLATION DETAIL EXTERIOR WOOD FRAMING c: F SHIM SPACE WOOD FRAMING OR 2X BUCK INSTALLATION OR 2X BUCK MEAL SIGNED:03/27/2017 BY OTHERS STRUCTURE BY OTHERS p OO P.O. BOX 499 JJx VERTICAL CROSS SECTION MORGANTOWN, PA 19543 v,•��ENSF9J+ VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION OCEANVIEW IMPACT SINGLE HUNG WINDOW _*• 0,.661 =_ WOOD FRAMING OR 2X BUCK INSTALLATION 48" X 72" — FRAME INSTALLATION DETAILS ��0; STATE 01744 NOTES: DRAWN: DWG NO. REV �iFS;ct0RIDV"N�� 1. INTERIOR NOT SHOWNOFOR EXTERIOR FINISHES, INISHES,BY OTHERS, A.S.S �� 08-0114 B 0NA 11��``� NTS 03/05/12 4 OF 7 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM E2112 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEVWSVILLE NO 27023 FL No.: 62514 434-068-0609 rf/amas@14cmaspe.com 2 1/2" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION Dere APPROVED CONCRETE/MASONRYA REVISED PER NEW REQUIREMENTS 12/04/14 R.L. e' b BY OTHERS .. "' c•;o a° ;° < B REVISED ANCHORS 03/27/17 R.L. a• ..°' .. <' a 44 < 1 1/4" MIN. OPTIONAL 1X BUCK ° '• • ° ' •' e'a EMBEDMENT 1 1/4" MIN. TO BE PROPERLY ° SECURED EMBEDMENT SEE NOTE 3 SHEET 1 I CONCRETE/MASONRY O ❑ BY OTHERS ' �• APPROVED a1/4" MAX. SEALANT 1/4" MAX. OPTIONAL 1X BUCK ° SHIM SPACE SHIM SPACE TO BE PROPERLY •' SECURED SEE NOTE 3 SHEET 1 , 1/4" TAPCON II <..a 1/4" TAPCON INTERIOR •"•'•< �0 RL�uuJ o a , O r • o 2 1/2" EXTERIOR0 INTERIOR EDGE :a C3 0 DISTANCE ° • APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION SILL TO BE SET NOTES: APPROVED ON A BED OF 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SEALANT APPROVED SEALANT NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OPTIONAL 1X BUCK � 1/4" MAX. DESIGNED INACCORDANCE WITHASTME2112 SIGNED:0312712017 �TO BE PROPERLY SHIM SPACE \111111!!/ SECURED VIWINCO INC. `�\\�5 R• 'L p��ii�� SEE NOTE 3 SHEET 1 P.O. BOX 499 MORGANTOWN, PA 19543 CONCRETE/MASONRY a. BY OTHERS OCEANVIEW IMPACT SINGLE HUNG WINDOW ;*4-TAY 0,,6�61/� � .•• ° •` .a 48" X 72" (�(?�Fc+itd+?� a, 'a e.°`. • e ' °,? FRAME INSTALLATION DETAILS ��700: OF .tu� d.• Q.°•'.•. °. .•e� DRAWN: OWC NO. REV �i� ►s:c(ORIDP•G��'\� SCALE A.S. DATE 08-01481 B //i/S/ONAL,��` NTS 03/05/12 5 OF 7 VERTICAL CROSS SECTION L.ROBERTO LOMAS P.E. Lu Lomos E CONCRETE/MASONRYINS TALLATION 14M WOODFORD RD LEMSVILM NC 27023 FL No.: 62514 434-066-0609 Alomas@lrlomaspe.com 1 1/4" MIN. REVISIONS EMBEDMENT REV oEscR PnoN ons APPROVED #8 WOOD WOOD A REVISED PER NEW REQUIREMENTS 12/04/14 R.L SCREW FRAMING I BY OTHERS B REVISED ANCHORS 03/27/17 R.L 1� 1/4" MAX. SHIM SPACE 7/16" MIN j EDGE DISTANCE WOOD FRAMING 1/4" MAX BY OTHERS SHIM SPACE D #8 WOOD SCREW INTERIOR 1 1/4" MIN. EXTERIOR INTERIOR EMBEDMENT o B o 7/16" MIN O EDGE DISTANCE EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, �A7= 11 NOT SHOWN FOR CLARITY. 1/4- MAX 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 0 F SHIM SPACE DESIGNED INACCORDANCE WITHASTME2112 SIGNED:03/27/2017 7/16" MIN ddI!! EDGE DISTANCE VIWINCO INC. ```\�511R-�'L0 ice WOOD P.O. BOX 499 ��J\,.•••.'t19 i� #8 WOOD FRAMING MORGAN70WN, PA 19543 `v,v�GENSF.cP SCREW 1 1/4" MIN. BY OTHERS OCEANVIEW IMPACT SINGLE HUNG WINDOW *• 0, EMBEDMENT 48" X 72" •• VERTICAL CROSS SECTION FIN INSTALLATION DETAILS �7�; STATE WOOD FRAMING OR2X BUCK INSTALLATION A.S. Dwo No. OS-01481 RB '��//� `ORS scA'E NTS DATE 03/05/12 1 5HEEI 6 OF 7 ,777/I�NAll1 a\` L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434.688.0609 d/nmasphlomaspe.com REVISIONS REV DESCRIPTION DATE APPROVED �--1 7/16"--{ A REVISED PER NEW REQUIREMENTS 12/04/14 R.L TB REVISED ANCHORS 03/27/17 IRI oPL=q T L 2 2" 3„ T D 3,. 1 3/4 --j 1 7/16" 3/4" 207 4 1/16" �---3 1/4"—� �--3 1/4"- -� I 2 1/16"-IETF� I L-11-1j7 1/4" 1 3/4" CATop Sash Rail Frame Sill Frame Head Frame Jambs VINYL PVC.059 THICK 5/8" 1 5/8"---� VINYL PVC.069 THICK VINYL PVC.069 THICK VINYL PVC.069 THICK Upper Sash Meeting Rail VINYL PVC.059 THICK Lower Sash Meeting Rail VINYL PVC.059 THICK{ LI4" 1 7/16" 1 7/16" L I Lo{----F-5/8" Frame Sill(Nailing Fin) Frame Head(Nailing Fin) Frame Jambs(Nailing Fin) Lower Sash Lift Rail VINYL PVC.069 THICK VINYL PVC.069 THICK VINYL PVC.069 THICK Lower Sash Stiles Upper Sash Stiles VINYL PVC.059 THICK VINYL PVC.059 THICK VINYL PVC.059 THICK 7/8" _E 1/8" 1 � 15/16" 3/16" 1 1/16" 5/8" 7/16"�-- --1 99/16- Sill Riser Reinforcement VINYL PVC.059 THICK Aluminum 6105 T5 Anadized Glazing Bead Bulb Seal .060 THICK VINYL PVC.059 THICK VINYL PVC.059 THICK SIGNED:03/27/2017 P'O. BOOX 499 01 1, y MORGANTOWN, PA 19543 v,•v\C NSA.,cfl OCEANVIEW IMPACT SINGLE HUNG WINDOW _:*• 0 61 ••* 48" X 72" ,.p�{tri�( w•�� COMPONENTS ' 1. TAT OF ••��u` DRAWN: DWG N0. REV �i��'cFORIVP:'GC�'�� A.S. 08-01481 B ///7S/DNA j1EC\\�O SCALE NTS DATE 03/05/12 7 OF 7 L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-668-0609 dlomas@lrlomaspe.com