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Home My WebLink AboutProduct Approval L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville,NC 27023 Report No.: 513769A 434-688-0609 rllomas@lrlomaspe.com IVCD Manufacturer: Viwinco,Inc. Morgantown Business Park JUN 2-2 2020 P.O. Box 499 Morgantown, PA 19543 ST. Lucie County; Permitting Product Line: Oceanview Impact Horizontal Slider 72"x 60" Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a).The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document:drawing number 08-02939 Revision A, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Report No.: ATI-C7471.01-109-47 signed by Michael D.Stremmel P.E. Architectural Testing Inc.,York, PA AAMANVDMA/CSA 101/I.S.2/A440-11 Design pressure: ±50.13psf Water penetration resistance 7.52psf 3. Report No.: ATI-C7471.02-109-47 signed by Michael D. Stremmel P.E. Architectural Testing Inc.,York, PA ASTM El 886-05 and ASTM Ell 996-05 ASTM El 886/E1996 Large Missile Impact, Level D,Wind Zone 3 ASTM E1886/E1996 Cyclic Load Test, ±50.Opsf design pressure 4. Anchor calculations, report number 513769-1A, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±50.Opsf • Maximum unit size: 72"x 60" • Units must be glazed per ASTM El 300-04/09,see installation instructions for glass details. • This product is not rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions, up to wind zone 3. • Frame material to be rigid PVC. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document 08-02939 Revision A. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s)for which this report is being issued.Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 • ♦ /_ *•• 051 - • f 1 �- TATE OFORID w �//11111111�� 1 of 1 Luis R. Lomas, P.E. FL No.:62514 . FILEL P 07/10/2017 Document Title: Doc No: FRM 81-43 Impact Performance Rev No: 4 Page: 1 Of: 1 j<gySTON Certification C ERTIFIcATIo NB.'INC. Authorization Report Required By: PRO B1-03 gF-CEIUED JUN' 2 2 2020 CAR & Product ID Number: 464 - 231. Issue Date: 8/22/2013 sT. Lucie County,Permitting Revision Date: 4/30/2020 Expiration Date: '6/26/2023 Company Code: 464 This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a,standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the walUroof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing-certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified atwww.keystonecerts.com. Licensee Information: Product Information: Viwinco, Inc. Model: Oceanview Impact Horizontal Slider 851 Hemlock Rd, Morgantown Business Par Operator Type: HS Morgantown, PA 19543-0499 Config: EM/IM, GS-5/16°Ann Lami IG USA Max Width: 72 Max Height: 60 - Corresponding Structural CARS: 464-471.0 Referenced Standard: Product Rating: ASTM E1886/E1996-05 Missile Level D, Wind Zone 3, DP +/-50, 72x60 XX Qualifying Test Information: Test Report No: ATI-C7471.02-109-47 Test Report Expiration: 6/26/2023 Authorized Signature: Keystone Certifications, Inc. 2020.04.30 145 Limekiln Rd., Suite 100B New Cumberland, Pennsylvania 17070 Phone: 717-932-8500 13.37.03 -04'00' Fax: 717-932-8501 PYVVV4W KEYSTONECERTS.COM FILE Document Title: Doc No: FRIVI 81-02 Structural Performance Rev No: 7 Page: 1 Of. 7 KEYSTONE CCRTIFICA'r1oN6.INC. Certification Authorization Report Required By: PRO B1-03 RECEIV CAR & Product ID Number: 464 - 471.0 Issue Date: 7/22/2013 JUIN 2' 2 2'102.0 Revision Date: 4/30/2020 Expiration Date: 6/26/2023 ST. Lucie County, Permitting Company Code: 464 This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conductedby an independent accredited laboratory in accordance with the specified referenced standard.Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified atwww.keystonecerts.com. Licensee Information: Product Information: Viwinco, Inc. Model: S-Series/Cambridge Horizontal Slider 851 Hemlock Rd, Morgantown Business Pa Operator Type: HS Morgantown, PA 19543-0499 Config: EM/IM USA Max Width: 72 Max Height: 60 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/I.S.2/A440-11 Class LC-PG50 1826x1521 (72x60)-Type HS XX Qualifying Test Information: Test Report No: ATI-C7471.01-109-47 Test Report Expiration: 6/26/2023 Authorized Signature: Keystone Certifications, Inc. \2020.04.30 145 Limekiln Rd. Suite 1006 New Cumberland, Pennsylvania 17070 13:32:36 -0400" Phone:, 717-932-8500 Fax: 717-932-8501 FI LE WWW.KEYSTONECERTS.COM REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 07/10/17 R.L. FIT LE C"O PY NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2EVE C T T T E F SUFICINLENGTH O AHIA 1 1 RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. / 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INSTALLATION DETAILS. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY DETAILS. 8. ALL FASTENERS TO BE CORROSION RESISTANT. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 1 BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW; 6. 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 A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=GTH B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. -1 THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. 0.42 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR c PROVIDED. ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM p I'll 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT nEACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR O ; GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". � 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. D � } !i 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. (D ;v 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 3 o 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 2 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. j 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:07/10/2017 PI oIN o� ass \\`.\J�S,1R I IL O�/i MORGANTOWN, PA 19543 `",•��GEN,9- -y � OCEANVIEW IMPACT HORIZONTAL SLIDER =*• 0 51 *=_ 72" X 60" NOTES TAT OF TABLE OF CONTENTS i�ic .F P DRAWN: DWG NO. REV / �s �0R10•G\�� SHEET NO. DESCRIPTION NG. 08-02939 A SDATE /ONALIE��`� 1 NOTES NTS 08/08/16 1 OF 6 2 ELEVATIONS L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514 3 — 6 INSTALLATION DETAILS 434-639-0609 rllomas@lrlomaspe.com REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 07/10/17 R-L- 72" MAX FRAME WIDTH 72" MAX FRAME WIDTH 6" MAX MAX60.C. 6" MAX 6" MAX2D.C. 6" MAX 15/16" 6" MAX 6" MAX 1/8" TEMP 1/8" ANN J� EXTERIOR •090 PVB KURARAY 1- 12„ 1/8' ANN 60" 16" 60" MAX STEEL SPACERINTERIOR MAX MAX MAX O.C. SYSTEM HEIGHTFRAME D.C. � HEIGHTFRAME T => DOW NSTAGLAZE 1/2" BITE SILICONE SETTING BLOCK GLAZING DETAIL 6" MAX 6" MAX OCEANVIEW IMPACT HORIZONTAL SLIDER OCEANVIEW IMPACT HORIZONTAL SLIDER EXTERIOR VIEW EXTERIOR VIEW FRAME INSTALLATION FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING ±50.OPSF LARGEANDSMALL MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 3 NOTES: 1. MAXIMUM SASH SIZE: 35" X 54 1/2" 2. MAXIMUM D.L.O.: 31 1/2" X 50 3/4" 3. (2) 3/8" X 3/16" WEEPSLOT AT 4 3/8" FROM OUTSIDE CORNER OF BOTTOM RAIL, GLAZING TRACK SIGNED:07/10/2017 AND INTERIOR WEB AND 3 3/8" FROM OUTSIDE CORNER OF BOTTOM RAIL BOTTOM SURFACE. 4. (2) 1/2" X 1/8" WEEPSLOT AT 5" FROM OUTSIDE SILL EXTERIOR SCREEN LEG. VIWINCO INC. \\\11111111/// 5. (4) 1" X 1/8" WEEPSLOT AT 5" FROM OUTSIDE CORNER SILL EXTERIOR SASH TRACK. P.O. BOX 499 \�� 5 R• Lp�li/� 6. (2) 1" X 1/8" WEEPSLOT AT 1 3/8" FROM INSIDE CORNER OF SILL EXTERIOR SIDE OF INTERIOR MORGANTOWN, PA 19543 ``�v•�\CENSFgcf�� PANEL TRACK. 7. (2) 1" X 1/8" WEEPSLOT AT EACH END OF SILL INTERMEDIATE WALL. OCEANVIEW IMPACT HORIZONTAL SLIDER *•41-TAYrOF 095�1 8. (2) 1" X 1/8" WEEPSLOT AT 3 5/8" FROM OUTSIDE CORNER OF SILL EXTERIOR FACE. 72" X 60" �,0 'Z'O, ELEVATION ��o_, , DRAWN: DWG NO. REV ��F• CORIOP• A. (2)METAL CAM LOCK WITH KEEPER AT 1Z'FROM EACH END OF INTERIOR SASH MEETING STILE HARDWARE 08-02939 A SCALE DATE B. SLIDER SASH T-BOLT AT TOP OF INTEROR AND EXTERIOR MEETING STILES NTS 08/08/16 2 OF 6 C. ALUMINUM REINFORCEMENT 10006608 AT INTERIOR AND EXTERIOR SASH MEETING STILES L.ROBEROM MLLE,P.ENC( ) f432WOODFORORD LEWISVILLE Luis R. Lomas P.E.D. ALUMINUM REINFORCEMENT 5516-1 AT INTERIOR AND EXTERIOR SASH MEETING STILES 434-688-0609 dlomas@Idomaspe.com FL No.: 62514 7/16" MIN. REVISIONS I EDGE DISTANCE REV DESCRIPTION DATE APPROVED WOOD FRAMING I A REVISED INSTALLATION DETAILS 07/10/17 R.L. OR 2X BUCK BY OTHERS 1 1/4" MIN. EMBEDMENT El APPROVED 1/4" MAX. SEALANT SHIM SPACE 1 1/4" MIN. 1/4" MAX. ❑Uol 0 a EMBEDMENT SHIM SPACE L— � INTERIOR O O 7/16" MIN. 0 0 �--�- #10 WOOD SCREW EDGE DISTANCE ❑ �� U #10 WO �T OD SCREW I L° 0 EXTERIOR INTERIOR WOOD FRAMINGp El OR 2X BUCK O BY OTHERS EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION O O O O I TO BE SET NLA BED OF aAPPROVED SEALANT APPROVED SEALANT 1/4" MAX. SHIM SPACE NOTES: 0 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. WOOD FRAMING t 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OR 2X BUCK DESIGNED IN ACCORDANCE WITH ASTM E2112 BY OTHERS SIGNED:07/10/2017 VERTICAL CROSS SECTION PI O.N O 499 \\��WICO INC. �9'R I,�IO �ii�� WOOD FRAMING OR 2X BUCK INSTALLATION MORGANTOWN, PA 19543 =��V•�\GENSF:9s�� OCEANVIEW IMPACT HORIZONTAL SLIDER _1k• 0 051 *= 72" X 60" INSTALLATION DETAILS �;0, TAT OF •t� DRAWN: DWG N0. REV �•�COR�OP 08 SCALE NTS DATE 08/08/16 sOA eEr9 OF 6 3 L.ROBERTO LOMAS P.E. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NO 27023 LUIS R.FL NoL62514 434-688-0609 rllomas@lrlomaspe.com 5/8" MIN REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 07/10/17 R.L. 1/4" MAX. METAL SHIM SPACE STRUCTURE BY OTHERS APPROVED D a SEALANT 1/4" MAX. a❑ ❑ ❑� r SHIM SPACE I INTERIOR 10 SMS OR � p � SELF DRILLING 5/8" MIN. ❑I SCREW EDGE D+STANCE o0 ❑ �� #10 SMS OR SELF DRILLING O ° EXTERIOR INTERIOR SCREWS E 0 METAL APPROVED EXTERIOR STRUCTURE SEALANT BY OTHERS JAMB INSTALLATION DETAIL SILL TO BE SET METAL STRUCTURE INSTALLATION o O o o IN A BED OF aAPPROVED SEALANT APPROVED SEALANT 1/4" MAX. NOTES: -10 NOT SPACE 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, METAL NOT SHOWN FOR CLARITY. STRUCTURE - ---]-T 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE BY OTHERS DESIGNED IN ACCORDANCE WITH ASTM F2112 SIGNED:07/10/2017 CO INC. PI O.NBOX 499 J` R IIL o MORGANTOWN, PA 19543 v•%r'EIV& OCEANVIEW IMPACT HORIZONTAL SLIDER =*4"TAY 0,�8 51 *= 72" X 6D VERTICAL CROSS SECTION INSTALLATION DETAILS � METAL STRUCTURE INSTALLATION -0 DRAWN; DWG NO. REV �i��'PFS'�CpR10Q'G�Z'\: scuE NTS DATE 08/08/16 OS SHHEET49 OF 6 A L.ROBERTO LOMAS P.E. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NO 27023 LUIS R.FL NoL62514 434-668-0609 dlomasCTalrlomaspe.com 2 1/2" MIN. REWSIONS EDGE DISTANCE REV DESCRIPTION DATE I APPROVED CONCRETE/MASONRY A REVISED INSTALLATION DETAILS 07/10/17 R.L. BY OTHERS a c 1 1/4" MIN. OPTIONAL 1X BUCK " "•• •d a•. ' EMBEDMENT SEE NOTES 3 — 7 " "' 1 1/4" MIN. 1/4" MAX. SHEET 1 --� EMBEDMENT SHIM SPACE CONCRETE/MASONRY ❑ BY OTHERS . .v 0• APPROVED 1/4" MAX. a SEALANT SHIM SPACE e` ❑�f0L OPTIONAL 1X BUCK ° a SEE NOTES 3 — 7 ° SHEET 1 a•0° 0 ED 3/16" TAPCON INTERIOR 3/16" TAPCON Dae •°a• ❑ o � • .°: DQ o e EXTERIOR 2 1/2" a �� INTERIOR EDGE '• O� DISTANCE °• ❑ J •a ..e. a o EXTERIOR SILL TO BE SET APPROVED SEALANT IN A BED OF APPROVED SEALANT JAMB INSTALLATION DETAIL O O O O APPROVED CONCRETE/MASONRYINSTALLATION a SEALANT ❑ NOTES: 1/4" MAX 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, OPTIONAL 1X BUCK SHIM SPACE NOT SHOWN FOR CLARITY. SEE NOTE 3 - 7 O ❑ 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SHEET 1 DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:07/10/2017 CONCRETE/MASONRY VIWINCO INC. \\� \\\\R IIS o BY OTHERS e. P.O. BOX 499 \\\ a ' ° °' °• e. a MORGANTOWN, PA 19543 `�V•�\C+ENSFgcP�� cb ° e OCEANVIEW IMPACT HORIZONTAL SLIDER *• 0, 5�1# `•• INSTALLATION DETAILS ��l, TAT OF M.,'r DRAWN: DWG N0, REV ��'°F•'ctpItIOP• SCALE DATE 08-02939 A / 0NA`��\G�� VERTICAL CROSS SECTION NTS 08/08/16 5 OF 6 CONCRETE/MASONRYINSTALLATION L.ROBERTOLOMASP.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688.0609 rllomas@trlomaspe.com Ar REVISIONS APPROVED REV DESCRIPTION DATE APPROVED SEALANT BEHIND FIN 1 1/4" MIN. A REVISED INSTALLATION DETAILS 07/10/77 R.L. EMBEDMENT #6 WOOD WOOD SCREW FRAMING BY OTHERS 1/4" MAX. SHIM SPACE WOOD FRAMING 1/4" MAX 3/8" MIN r BY OTHERS SHIM SPACE EDGE DISTANCE � =L❑❑ a ❑�0 #6 WOOD SCREW o 1 OD 1 1/4" ❑� o 0 MIN. EMBEDMENT a� o0 APPROVED EXTERIOR INTERIOR SEALANT O� BEHIND FIN 3/8" MIN 0 EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION a0 0 0 0 � ❑ NOTES., 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. D 1/4" MAX 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 0 {-SHIM SPACE DESIGNED IN ACCORDANCE WITH ASTM E2112+ SIGNED:0711012017 38MIN j 0I"" -T VIWINCO INC. \\�11�II�IIIv,, EDGE DISTANCE P.O. BOX 499 \`\vJ\c?\G� S��119��i MORGANTOWN, PA 19543 = F #6WOOD SCREw FRAMING OCEANVIEW IMPACT HORIZONTAL SLIDER *�• /�0 p61 1 1/4" MIN. BY OTHERS 72" X 60" �,o,{(,,,� �` FIN INSTALLATION DETAILS gTAT OF APPROVED EMBEDMENT ��• <u BEHINDSEA�FIN VERTICAL CROSS SECTION NT DRAWN: DWG NO. REV �i��'PFs WOOD FRAMING OR 2X BUCK INSTALLATION DATE 08-02939 A //,,S�ONAy1E��\�� SCALE NTS 08/08/16 6 OF 6 L.ROBERTO LOMAS P.E. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 LUIS R.FL NoL62514 434-688-0609 rllomas�7ulrlomaspe.cam