Loading...
HomeMy WebLinkAboutREVISION 4-26-19OFFICE U E ONLY: SCANNED DATE FIL D: ' T' D ' I 1 �a PERMIT # , 60 ®� I REVISIONJ EE: .3,� i����RECEIPT # j PLANNING & DEVELOPMENT SERVICES F tCEIVED BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE APR 26 2019 FORT PIERCE, FL 34982-5652 (772) 462-1553 ST. Lucie County, Permitting APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION .TION/SITE ESS: TAILED DESCRIPTION OF PROJECT VISIONS: P ©x 10; INFORMATION: TATE of FL REG./CERT. #: USINESS NAME: lUALIFIERS NAME: .DDRESS: STATE: (DAYTIME): IOWNER/BUILDER INFORMATION: CITY: j%e 1114 Ci-4 PHONE (DAYTIME: ST. LUCIE CO CERT. #: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: 6A —,-�,Il Kell Kell- )" ADDRESS: 5 CITY: i : -k- STATE: . PHONE (DAYTIME): `77 - % FAX: SLCCC: 9123109 Revised 06130117 ZIP: ZIP: KELLY It KELLY ARCHITECTS RESIDENTIAL AND COMMERCIAL ARCHITECTURE SINCE 1980 REG.# 8341 May 6, 2019 St. Lucie County Building Department 2300 Virginia Avenue Ft. Pierce, Florida 34982 RE Smoak Smoak Residence - Renovation 1518 Sweetbay Circle Palm City, Florida 34990 Ii Permit Number: 1808-0311 Dear Sir or Madam, Please see attached revised Product Review Affidavit along with the new NOA's. These revisions are acceptable to the architect «8.03e( Certified by, REVIEWED FOR Kell & Ke11 f�,; =� 1h tects y �µ CODE COMPLIANCE OCC iy Y •.. iv C!y r ' Y ) Gary R. Architect Reg.y##8341 P'ii ' 0 6 1-19 t. . I� �~ GRK/dm [s,. Lucie county, Permitting r W.- Irc 2P Ir. - i0ky I F R� Co A AWL= r 'v 119 S.W. SIXTH STREET STUART, FLORIDA 34994 * (112) 283-3492 UJUJUJ. KELLYANDKELLYARCHITECTS. COM RECEIVED MAY 0 6 2019 ST, WPM QQ4IItYt Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name ""`-r pj_Ag=o Srno,-Ar Applicant: Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Windows .ScGr�e..Ci•t• Si+i=� � ik .i.— 5� �' Sc7 VIWtaJCCJ zuc . UGEl�.�.7ViEW U>aL,. Hut_'>ca rL 055-15•4' 2-7 Block: 3/16" tapcons at 5" max from corners, max. anchor spacing of 15" at jambs & 20" at head & sills (#12 panhead at sill, tapcons at head & jambs). All to have min. 1 '/<" embed (fill all holes). Frame: Drive 10d nails thru fins at corners and at 16" o.c. along all four sides. * '0 •_ �� vi wi�G� z uG, vcc�i svicu� i{o2Z, p 1 Fe �415��, a, R Mullions N��• vi WiQC-C7 �1-G• CXi_=J_NQ'4 vee;.1•nuLuooS �Z-t`taS I' { - r_t Fixed Glass tcoo %_ COCA Y1 CS_7Ia7CCs :rtiG SiC1t.arAv. QC- �ixrD F=(-ISS-IT.a-2Cu Block Glass Skylights Sliding Glass Doors S 2QT� 1tC�5�' j ��q =�Du5T21E 7a;-' ?zo/ U P ai Y A Pi- SGD �`30 C)PAOL)r_ F�BC�eC,I,�sSa2 t-i'O`{cZ0.0�j rc iZ3-t-l. i i-tea 3%lib" X 3%l1� Tr�PGC�F�:� �Z ef�CH HO(% {3Ji,� i=rn3ti=O -SwingType Doors French Doors -t-tCU�`�c�c7 iusx;SrEirg FD-"ISO t`l�c>so�•i,o�{ Garage Doors ��� �� u�t�iiGAD bcoe• r_oZP. $Op(7/3fOp -th i iL_l' l Fi-$a`1s3.i3 ?.t3 5/tCpi'K i3�t'i LrNC� EC>L S eAC14 6e.ACXE'_r Hurricane Protection +Fo J-�3r� r-LorjDA Slic7T►'e�S FSAHgmA S4L)Trep-S i$._011C9.Ool si=>= si1� -T 3 0� 9 i=o2 E?�rC�USiv>= i ►�s ,ar_v� r►o�s i �s=oEtm� ; o� Roof Ventilation Roofin gMaterial HIEVIEW4D FOR g CODE CUROPLIANCE nents or cladding and I have approved their use y current code provisions. / Name: Signature: Design Prof: G (A Zy P—. Cert. No. `76 3 L1 i ST. LUCIE COUNTY _ 0no.6a,6b6'raa®oPm BOCC Pa, is ucture. These products provide aler.tiat-tesistance to:the 0 0 �•', � u V Y•1 � O o r sea"Ik 4 ?ate: 5/5/201� 9 Florida Building Code Online 0 W .mod Uj U Ui W �a 3CIS Home ' Log In User Registration Hot Topics i Submit Surcharge ; Stats & Facts ; Publications Contact Us j BCIS Site Map Links ! Search s Product Approval USER: Public User Product Approval Menu > Product or Application Search > -Application List > Application Detail FL # FL15575-R7 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Method Viwinco Inc. P.O. Box 499 Morgantown, PA 19543 (610)286-8884 skevgas@viwinco.com Kevgas Scott skevgas@viwinco.com Scott Kevgas PO Box 499 Morgantown, PA 19543 (610) 286-8884 Ext 1222 skevgas@viwinco.com Kim Hammerschmidt 851 hemlock road morgantown, PA 19543 (610)286-8884 khammerschmidt@viwinco.com Windows Double Hung Certification Mark or Listing rn rtification Agency Keystone Certifications, Inc. 0 0 lidated By Keystone Certifications, Inc. .0 e� : }- CJ Q as M U eferenced Standard and Year (of Standard) Standard Year J AAMA/WDMA/CSA 101/I.S.2/A440 2008 (! AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2005 Equivalence of Product Standards Certified By aspx?param=wGEVXQwtDgvKmQdIOUtQtjGJ%2frF9MZPINbZZXj5OxsfjS41 miAvAkA%3d%3d 1 /3 1 5/5/2019 Product Approval Method Florida Building Code Online Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products 03/29/2018 04/19/2018 04/19/2018 08/29/2018 FL # Model, Number or Name Description 15575.1 Oceanview Impact Double Hung Oceanview Impact Double Hung Window - 36" x 66" Window ... . ............ .......... . .. - . . .. . .. . . . . ............ .......... .. . . . ....... . .... .. . Limits of Use ....... . .. . ......... . . . ..... Certification Agency Certificate Approved for use in HVHZ: No FLI5575 R7 C CAC 464-144.pof i Approved for use outside HVHZ: Yes FL15575 R7 C CAC 464-207.p !Lf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure". +50/-50 01/10/2021 Other: FRAME MATERIAL TO BE RIGID PVC AAMA Installation Instructions DECEUNINCK NORTH AMERICA CERTIFIED (DEP-1). FLI5575 R7 11 08-01477B.p f Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL15575 R7 AE 512101B.pff Created by Independent Third Party: Yes 15575.2 Oceanview Impact Double Hung Oceanview Impact Double Hung Window - 48" x 80" Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15575 R7 C CAC 464-241.pd Approved for use outside HVHZ: Yes FLI5575 R7 C CAC 464-498.pd Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +50.0/-50.0 05/12/2021 Other: FRAME MATERIAL TO BE RIGID PVC AAMA Installation Instructions DECEUNINCK NORTH AMERICA CERTIFIED (DEP-1). FLI5575 R7 11 08-03031.pLf Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes Evaluation Reports FL15575 R7 AE 513902,pd Created by Independent Third Party: Yes .... . . ...... . ............ . 15575.3 Oceanview Oriel Impact Double Hung Oceanview Oriel Impact Double Hung Window - 36" x 66" Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15575 R7 C CAC 464-212.pdf Approved for use outside HVHZ: Yes FLI5575 R7 C CAC 464-707.pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 12/17/2020 Other: FRAME MATERIAL TO BE RIGID PVC AAMA Installation Instructions DECEUNINCK NORTH AMERICA CERTIFIED (DEP-1). FLI5575 R7 II 08-01478B.p5ff Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FLI5575 R7 AE 512102B.pd ....... .... Created by Independent Third Party: Yes ---- — -- 15575.4 Oceanview Reverse Oriel Impact Oceanview Reverse Oriel Impact Double Hung Window - 48" x. Double Hung Window 66" Limit. of Use Certification Agency Certificate Approved for use in HVHZ: No FLI5575 R7 C CAC 464-213.pd Approved for use outside HVHZ: Yes FL15575 R7 C CAC 464-708,pd Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 12/20/2020 Other: FRAME MATERIAL TO BE RIGID PVC AAMA Installation Instructions DECEUNINCK NORTH AMERICA CERTIFIED (DEP-1). FLI5575 R7 11 08-01479B.pAf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL15575 R7 AE 512103B.pd Created by Independent Third Party: Yes ED F1-1 httj s://www. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 -__app_dti.aspx?param=wGEVXQwtDqvKmQdIOUtQtjGJ%2frF9MZP[NbZZXj5OxsfjS41miAvAkA%3d%3d 2/3 Florida Building Code Online The State of Florida is an AA/EEO employer. Copyright 2007-2013 StateFlorida.:: PILvacKStatement :: Accessibility Statement :: Refund Statement 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 mail. 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: MWWN9dM ��Card SiCunt,7RTCS*0 _app_dtl.aspx?param=wGEVXQwtDgvKmQdIOUtQtjGJ%2frF9MZPINbZZXj5OxsfjS4lmiAvAkA%3d%3d 3/3 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. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 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 THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION 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 LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 3 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. 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 INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TABLE OF CONTENTS SHEET NO. DESCRIPTION NOTES ELEVATIONS AND GLAZING DETAIL 3 — 6 1 INSTALLATION DETAILS REVISIONS DESCRIPTION DATE 15. 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. 16. 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. 17. 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. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. 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 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER.ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM APPROVED SIGNED: 0310812017 CO INC.11R I1L PI OINBOX 499 o�7j,�i MORGANTOWN, PA 19543 =,Zr •,\GENS�•9s�`� _*• o51 *= OCEANVIEW IMPACT DOUBLE HUNG WINDOW 48" X SO"(fc�pj� NOTES TAT OF ` ��FSSJ�ORID aG��\� DRAR.SWN: DWG NO. REV '/7j1 IIIAl11��V\\ Luis R. Lomas P.E. FL No.: 62514 'CALE NTS DATE 03/07/2017 ISHEET1 OF 6 L ROBERTO LOADS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-MB•0609 rrlomasghfomaVe.rom 12" r�- MAX. O.C. 80" MAX. FRAME HEIGHT 6" MAX. 6" MAX. 6" MAX J1 12" 12" AAX O.C. MAX O.C. t_ T— OCEANVIEW IMPACT DOUBLE HUNG WINDOW EXTERIOR VIEW FRAME FLUSH INSTALLATION 80" MAX FRAME HEIGHT 12" MAX O.C. Xn V 4i X 6" MAX OCEANV/EW IMPACT DOUBLE HUNG WINDOW EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING #50PSF LARGEANDSMALL MISSILE IMPACT MISSILE LEVEL A WIND ZONE 3 REVISIONS REV DESCRIPTION DATE I APPROVED 7/8„ 1/8" ANN. 090" SG BY KURARAY 1/8" TEMP. 1/8" ANN. DESSICANT FILLED STAINLESS STEEL SPACER(SU-D) EXTERIOR INTERIOR 1 /2" BITE SETTING BLOCK STRUCTURAL SEALANT DOW INSTAGLAZE GLAZING DETAIL NOTES: 1. MAXIMUM SASH SIZE: 43 3/4"X 39 518' 2. MAXIMUM D.L.O.:401/4'X36' SIGNED: 0310812017 INC. I N Sl1R l I� 0 7i/xi P.OI BOX 499 \\\`�\CO MORGANTOWN, PA 19543 ���V ••�CENS •qcP�� OCEANVIEW IMPACT DOUBLE HUNG WINDOW _�*• 0 51 *= ELEVATIONS AND GLAZING DETAIL �g1 • TAT OF DRAWN: DWG NO. REV 0'cFS'P<0R104: G\�� 8 1 SCALE NTS DATE 03/07/2017 SO ET2 OF 6 o/Oi IIA1110\\\\� L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC27023 Luis R. Lomas P.E. FL ND.: 62514 434-688.0609 tilomas@Momaspe.com REVISIONS 1/2" MIN. REV DESCRIPTION DATE APPROVED - 9GE=DISTANr WOOD FRAMING OR 2X BUCK BY OTHERS 1 1/4" MIN. APPROVED EMBEDMENT O SEALANT 1/4" MAX. SHIM SPACE 1 1/4" MIN. 1/4" MAX. � EMBEDMENT SHIM SPACE �10 WOOD �INTERIOR SCREW 1/2" MIN. �O^ �vvuJ EDGE DISTANCE o a 10 WOOD � OG�o SCREW0 raw Ou EXTERIOR 0 INTERIOR WOOD FRAMING OR 2X BUCK D O BY OTHERS APPROVED SEALANT EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SILL TO BE SET IN A BED OF APPROVED SEALANT APPROVED SEALANT ❑ 1/4 MAX. SHIM SPACE NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE WOOD FRAMING DESIGNED IN ACCORDANCE WITH ASTM E2112 OR 2X BUCK SIGNED: 0310812017 BY OTHERS VIWINCO INC. 919543 MORGANTOWN, PA OCEANVIEW IMPACT DOUBLE HUNG WINDOW =*• 0,.6�51 X 8 A D INSTALLATION DETAILS b E �¢S , TAT OF VERTICAL CROSS SECTION DRAWN: DWG NO. REV 'cF•:c[ORO'.. N��� ',//Ss���AL1�?G\`\ WOOD FRAMING OR 2X BUCK INSTALLATION 8 SCALE NTS DATE 03/07/2017 s03031 OF 6 LROBERTOLOMASP.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514 434-666.0609 tllomas@lrtomaspe.com STRUCTURE BY OTHERS APPROVED SEALANT EXTERIOR APPROVED SEALANT METAL STRUCTURE BY OTHERS MIN T I 1/4 " MAX. 11 SHIM SPACE #10 SMS OR SELF DRILLING SCREW INTERIOR 3/4" MIN. EDGE DISTANCE #10 SMS OR J SELF DRILLING SCREWS / METAL STRUCTURE BY OTHERS REVISIONS REV DESCRIPTION DATE APPROVED 1 /4" MAX. FSHIM SPACE INTERIOR APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL SILL TO BE SET METAL STRUCTURE INSTALLATION IN A BED OF APPROVED SEALANT �o 1 /4" MAX. FSHIM SPACE 1OTINTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0310812017 PIOINBOX 499 x\�S,RIILDy!/���i VERTICAL CROSS SECTION MORGANTOWN, PA 19543 •��GENS�.9��-ram METAL STRUCTURE INSTALLATION OCEANVIEW IMPACT DOUBLE HUNG WINDOW =�� +`*• 0 51 *_ 48" X 8 INSTALLATION DETAILS DETAILS . TAT OF DRAWN: DWG NO. REV i��•'FCORIOP•� � 8 ''� NA ss��11 SCALE NTS DATE 03/07/2017 503041 OF 6 L ROBERTO LOMAS P.E. 1432 WOODFORO RD LEWISVILLE, NC 27023 Luis R. Lomas P.E. 434-666-0609 dlamas@l&maspe.ccm FL No.: 62514 2 1/2" MIN. EDGE DISTANCE --GORCR -n ASONRY— — BY OTHERS a < d° ° a 1 1/4" MIN. OPTIONAL 1X BUCK ' °� a ° EMBEDMENT TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 APPROVED SEALANT 1/4" MAX. n SHIM SPACE 1/4" TAPCON EXTERIOR Il� JI INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT APPROVED SEALANT OPTIONAL 1X BUCK SHIM SPACE 1/4" MAX. TO BE PROPERLY a ❑ SECURED SEE NOTE 3 SHEET 1 T CONCRETE/MASONRY I BY OTHERS e� , 4. VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION REVISIONS DESCRIPTION 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK • a 1/4" MAX. TO BE PROPERLY SHIM SPACE SECURED SEE NOTE 3 SHEET 1 1/4" TAPCON a �.v a a 2 1/2" MIN. EDGE DISTANCE NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 INTERIOR APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION VIWINCO INC. P.O. BOX 499 MORGANTOWN, PA 19543 OCEANVIEW IMPACT DOUBLE HUNG WINDOW 48" X 80" INSTALLATION DETAILS DRAWN: DWG NO- R.S. 08-03031 SCALE NTS DATE 03/07/2017 1 SHEETS OF 6 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 Alomas@Irlomaspe.rnm DATE I APPROVED SIGNED: 0310812017 01Rt (lf L 0 *• 0,c51••= STATE OF ,L Z i0 REv �i�•cFS F(ORIDP /IONA `l\\\\\ Luis R. Lomas P.E. FL No.: 62514 WOOD 7/16" MIN EDGE DISTANCE EXTERIOR 7/16" MIN EDGE DISTANCE #8 WOOD SCREW 1 1/4" MIN. EMBEDMENT WOOD AMFNG BY OTHERS 1/4" MAX. SHIM SPACE INTERIOR 1/4" MAX SHIM SPACE WOOD FRAMING 1 1/4" MIN. BY OTHERS EMBEDMENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION REVISIONS ' REV DESCRIPTION DATE APPROVED WOOD FRAMING BY OTHERS #8 WOOD SCREW 1 1/4" MIN. EMBEDMENT TKI - 7/16" MIN EDGE DISTANCE NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION VIWINCO INC. P.O. BOX 499 MORGANTOWN, PA 19543 OCEANVIEW IMPACT DOUBLE HUNG WINDOW 48" X 80" FIN INSTALLATION DETAILS DRAWN: DWG NO. R.S. 08-03031 SCALE NTS JDATF 03/07/2017 ISHEE6 OF 6 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomas@b1cmaspe.mm SIGNED: 0310812017 0�i//// 0�. TAT 60F •�� REV %.o 0Rltl't �\ Luis R. Lomas P.E. FL No.: 62514 9 Florida Building Code Online 0 LLI F--I LLI U LLJ ry— rn E C=D as' IZ C ® 7 U QN U 7 J F- U) °` tA. .�a9n� Y. BCIS Home Log In i User Registration Hot Topics Submit Surcharge Stats & Facts f Publications Contact Us 1 BCIS Site Map Links 4 Search Product Approval USER: Public User Product Approval Menu > product or Application Search > Application List > Application Detail FL # FL15577-R6 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Viwinco Inc. P.O. Box 499 Morgantown, PA 19543 (610)286-8884 skevgas@viwinco.com Scott Kevgas SKevgas@viwinco.com Scott Kevgas PO Box 499 Morgantown, PA 19543 (610)286-8884 Ext1222 skevgas@viwinco.com Kim Hammerschmidt 851 hemlock road morgantown, PA 19543 (610)286-8884 khammerschmidt@viwinco.com Windows Horizontal Slider Certification Mark or Listing Keystone Certifications, Inc. Keystone Certifications, Inc. Standard AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 Florida Licensed Professional Engineer or Architect FL15577 R6 Equiv 512109-EQ_pdf Year 2011 2005 2005 florida Ing.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvKmQdIOUtQthiaVMH6QyWwmE%2f7F6sFRBltkuFuZ39XOQ%3d%3d 1/2 5/5/20 9 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 07/25/2017 Date Validated 07/26/2017 Date Pending FBC Approval Date Approved 07/29/2017 Summary of Products FL # I Model, Number or Name _v Description's �15577.1 _ S-Series / Cambridge / Oceanview Oceanview Impact Horizontal Slider - 96" x 48" I Impact Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15577 R6 C CAC 464-216CAR.pdf Approved for use outside HVHZ: Yes FL15577 R6 C CAC 464-418.pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 05/03/2020 Other: FRAME MATERIAL TO BE RIGID PVC AAMA Installation Instructions DECEUNINCK NORTH AMERICA CERTIFIED (DEP-1). FL15577 R6 II 08-01485B.p-d Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL15577 R6 AE 512109B.pd' Created by Independent Third Party: Yes 15577.2 S-Series / Cambridge / Oceanview Oceanview Impact Horizontal Slider - 72"x60" Impact Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15577 R6 C CAC 464-231.pdf i Approved for use outside HVHZ: Yes FL15577 R6 C CAC 464-471.pddf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +50.0/-50.0 06/26/2020 Other: Installation Instructions FL15577 R6 II 08-02939A.1df Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLISS77 R6 AE 513769A.pdf Created by Independent Third Party: Yes Bark AiE Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyljght 2007-2013 State of Florida.:: r vacy Statement :: Accessibility Statement :: Refund Stateme 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 mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, 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: 9 aClgk CrSafe edit Card �e dtl.aspx?param=wGEVXQwtDgvKmQdIOUtQthjaVMH6QyWwmE%2f7F6sFRBItkuFuZ39XOQ%3d%3d 2/2 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. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL_ 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 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 THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. S. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED Al EACH ANCHOR LOCATION 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 LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 2 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM 1S NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 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. REVISIONS REV DESCRIPTION DATE I APPROVED 15. 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. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" 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. 17. 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. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. 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 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM SIGNED: 0711012017 VIWINCO INC. \��tu1lllllii, P.O. BOX 499 MORGANTOWN, PA 19543 OCEANVIEW IMPACT HORIZONTAL SLIDER _*• 0 51= 72" X 60"— NOTES �� ; STATE OF ; ej� ���iP TABLE OF CONTENTS DRAWN: DWG No. REv jOCOR10? G\�� EET NO. DESCRIPTION N.G. 08 A �ii�S��O 5022939 DATE 1 NOTES NTS 08/08/16 1 OF 6 2 ELEVATIONS L.ROBERTOLOMASP.E 1432 WOODFORD RD LEWISVILLE, NO 27023 434-668.0609 dlomas@aldomaspa.c+om Luis R. Lomas P.E. FL N o.: 62514 i — 6 INSTALLATION DETAILS F HE ti 72" MAX FRAME WIDTH 6' MAX 16" MAX O.C. 6" MAX 0" 16" MAX MAX RAMS O.C. IGHT T 6" MAX OCEANVIEW IMPACT HORIZONTAL SLIDER EXTERIOR VIEW FRAME INSTALLATION 6" MAX REVISIONS I REV I DESCRIPTION I DATE I APPROVED 72" MAX FRAME WIDTH 6" MAX2" 6" MAX 6" MAX 12" 60" MAX MAX O.C. FRAME HEIGHT 6" MAX OCEANVIEW IMPACT HORIZONTAL SLIDER EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING t50.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 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. 5. (4) 1" X 1/8" WEEPSLOT AT 5" FROM OUTSIDE CORNER SILL EXTERIOR SASH TRACK. 6. (2) 1" X 1/8" WEEPSLOT AT 1 3/8" FROM INSIDE CORNER OF SILL EXTERIOR SIDE OF INTERIOR PANEL TRACK. 7. (2) 1" X 1/8" WEEPSLOT AT EACH END OF SILL INTERMEDIATE WALL. B. (2) 1" X 1/8" WEEPSLOT AT 3 5/8" FROM OUTSIDE CORNER OF SILL EXTERIOR FACE. HARDWARE SCHEDULE rlAll L CAM LOCK WITH KEEPER AT 12" FROM EACH END OF INTERIOR SASH MEETING STILE ASH T-BOLTATTOP OF INTEROR AND EXTERIOR MEETING STILES M REINFORCEMENT (10006608) AT INTERIOR AND EXTERIOR SASH MEETING STILES 15/16" 1/8" TEMP 1/8" ANN .090 PVB KURARAY EXTERIOR 1/8" ANN STEEL SPACER INTERIOR SYSTEM DOW L INSTAGLAZE 1/2' BITE SILICONE SETTING BLOCK GLAZING DETAIL VIWINCO INC. P.O. BOX 499 MORGANTOWN, PA 19543 OCEANVIEW IMPACT HORIZONTAL SLIDER 72" X 60" ELEVATION DRAWN: DWG NO, N.G. 08-02939 SCALE NTS I DATE 08/08/16 1 SNEL72 OF 6 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE; NC 27023 434-688-0609 rllamasOalrlomaspe.com SIGNED: 0711012017 Luis R. Lomas P.E. FL No.: 62514 OCEANVIEW IMPACT HORIZONTAL SLIDER EXTERIOR VIEW FRAME INSTALLATION 6" MAX REVISIONS I REV I DESCRIPTION I DATE I APPROVED 72" MAX FRAME WIDTH 6" MAX2" 6" MAX 6" MAX 12" 60" MAX MAX O.C. FRAME HEIGHT 6" MAX OCEANVIEW IMPACT HORIZONTAL SLIDER EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING t50.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 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. 5. (4) 1" X 1/8" WEEPSLOT AT 5" FROM OUTSIDE CORNER SILL EXTERIOR SASH TRACK. 6. (2) 1" X 1/8" WEEPSLOT AT 1 3/8" FROM INSIDE CORNER OF SILL EXTERIOR SIDE OF INTERIOR PANEL TRACK. 7. (2) 1" X 1/8" WEEPSLOT AT EACH END OF SILL INTERMEDIATE WALL. B. (2) 1" X 1/8" WEEPSLOT AT 3 5/8" FROM OUTSIDE CORNER OF SILL EXTERIOR FACE. HARDWARE SCHEDULE rlAll L CAM LOCK WITH KEEPER AT 12" FROM EACH END OF INTERIOR SASH MEETING STILE ASH T-BOLTATTOP OF INTEROR AND EXTERIOR MEETING STILES M REINFORCEMENT (10006608) AT INTERIOR AND EXTERIOR SASH MEETING STILES 15/16" 1/8" TEMP 1/8" ANN .090 PVB KURARAY EXTERIOR 1/8" ANN STEEL SPACER INTERIOR SYSTEM DOW L INSTAGLAZE 1/2' BITE SILICONE SETTING BLOCK GLAZING DETAIL VIWINCO INC. P.O. BOX 499 MORGANTOWN, PA 19543 OCEANVIEW IMPACT HORIZONTAL SLIDER 72" X 60" ELEVATION DRAWN: DWG NO, N.G. 08-02939 SCALE NTS I DATE 08/08/16 1 SNEL72 OF 6 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE; NC 27023 434-688-0609 rllamasOalrlomaspe.com SIGNED: 0711012017 Luis R. Lomas P.E. FL No.: 62514 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 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. 5. (4) 1" X 1/8" WEEPSLOT AT 5" FROM OUTSIDE CORNER SILL EXTERIOR SASH TRACK. 6. (2) 1" X 1/8" WEEPSLOT AT 1 3/8" FROM INSIDE CORNER OF SILL EXTERIOR SIDE OF INTERIOR PANEL TRACK. 7. (2) 1" X 1/8" WEEPSLOT AT EACH END OF SILL INTERMEDIATE WALL. B. (2) 1" X 1/8" WEEPSLOT AT 3 5/8" FROM OUTSIDE CORNER OF SILL EXTERIOR FACE. HARDWARE SCHEDULE rlAll L CAM LOCK WITH KEEPER AT 12" FROM EACH END OF INTERIOR SASH MEETING STILE ASH T-BOLTATTOP OF INTEROR AND EXTERIOR MEETING STILES M REINFORCEMENT (10006608) AT INTERIOR AND EXTERIOR SASH MEETING STILES 15/16" 1/8" TEMP 1/8" ANN .090 PVB KURARAY EXTERIOR 1/8" ANN STEEL SPACER INTERIOR SYSTEM DOW L INSTAGLAZE 1/2' BITE SILICONE SETTING BLOCK GLAZING DETAIL VIWINCO INC. P.O. BOX 499 MORGANTOWN, PA 19543 OCEANVIEW IMPACT HORIZONTAL SLIDER 72" X 60" ELEVATION DRAWN: DWG NO, N.G. 08-02939 SCALE NTS I DATE 08/08/16 1 SNEL72 OF 6 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE; NC 27023 434-688-0609 rllamasOalrlomaspe.com SIGNED: 0711012017 Luis R. Lomas P.E. FL No.: 62514 7/16" MIN. EDGE DISTANCE ID FRAMING i-2X-BQC BY OTHERS 1 1/4" MIN. EMBEDMENT APPROVED 1/4" MAX. SEALANT —� SHIM SPACE #10 WOOD SCREW I, II II II 1111 111 EXTERIOR INTERIOR APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. HIM SPACE REVISIONS DESCRIPTION DATE I APPROVED REVISED 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE INTERIOR 0 7/16" MIN. K EDGE DISTANCE Ip �Q�� #10 WOOD J p �Jl SCREW p O WOOD FRAMING OR 2X BUCK O BY OTHERS �� ----- EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 07/10/2017 VWINCO INC. P.O. BOX 499 MORGANTOWN, PA 19543 \�\\J��`RIjLOyi//���i 9��� =�r••��CENS� OCEANVIEW IMPACT HORIZONTAL SLIDER —*• 0�6�51= 72" X 6D INSTALLATION DETAILS =9�gV411w ` �q6 , TAT OF DRAWN: DWG NO. REV i��T�• jPCOR10" \��� i��is/S/ONA G. 08 A IL \G\\\ scuE NATE TS D08/08/16 502 39 OF 6 11 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 434-688-0609 Alomas(7Ulomasm.wm Lomas P.E. LujS R. FL NoL62514 5/8" MIN EDGE DISTANCE 1 /4" MAX. METAL SHIM SPACE STRUCTURE BY OTHERS pj APPROVED SEALANT a �� #10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED SEALANT 5/8 EDGE I #10 SMS 0', SELF DRILLIN SCREW META STRUCTURE BY OTHERS I— REVISIONS ' REV 1 DESCRIP'nON DATE APPROVED 1 /4" MAX. SHIM SPACE r SEALANT V JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 1 /4" MAX. NOTES: SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 VIWINCO INC. P.O. BOX 499 MORGANTOWN, PA 19543 OCEANVIEW IMPACT HORIZONTAL SLIDER 72" X 60" INSTALLATION DETAILS DRAWN: DWG NO. N.G. 08-02939 SCALE NTS I DATE 08/08/16 SH-4 OF 6 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 dlamas@olrlomaspe.com SIGNED: 0711012017 D�q GEAI DT(,Af T* �F`S �'ZORtOP /s�ONALtEN���� Luis R. Lomas P.E. FL No.: 62514 J ONGR IE-/M&— 2 1/2" MIN. EDGE DISTANCE - BY OTHERS "' a • a a. p:-- c � c 1 1/4" MIN. OPTIONAL 1X BUCK ` "°' .' • °: ' EMBEDMENT SEE NOTES 3 - 7 SHEET 1 t APPROVED " SEALANT n� 1 4 MAX. SHIM SPACE 3/16" TAPCON EXTERIOR I I II I I III INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT APPROVED SEALANT ❑ a 8 a 1/4" MAX. OPTIONAL 1X BUCK SHIM SPACE SEE NOTE 3 - 7 ❑ SHEET 1 CONCRETE/MASONRY BY OTHERS , a °• 4 VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS 9 OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 a °° 3/16" TAPCON v, V •°a 2 1/2" MIN. ° EDGE ° DISTANCE REVISIONS REV DESCRIPRON DATE I APPROVED 1/4" MAX. SHIM SPACE APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 INTERIOR EXTERIOR VIWINCO INC. P.O. BOX 499 MORGANTOWN, PA 19543 OCEANVIEW IMPACT HORIZONTAL SLIDER 72" X 60" INSTALLATION DETAILS DRAWN: DWG NO. N.G. 08-02939 SCALE NTS — 08/08/16 --- OF 6 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 434-888.0609 rl/omas@lAomaspe.com SIGNED: 0711012017 iLl0�7i/'�i `� �r,•��G E N SF qcP '`� TM REV ONAL Luis R. Lomas P.E. FL No.: 62514 APPROVED SEALANT BEHIND=FIN— EMBEDMENT #6 WOOD WOOD SCREW FRAMING BY OTHERS 1 /4" MAX. r SHIM SPACE EDGE DISTANCE—IO ul EXTERIOR [ I I I I 11 I' I I III INTERIOR 3/8" MIN EDGE DISTANCE #6 WOOD SCREW APPROVED _... _ __ ... _... SEALANT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION REVISIONS REV DESCRIPTION I DATE APPROVED WOOD FRAMING BY OTHERS #6 WOOD SCREW 1/4" MAX SHIM SPACE 1 1/4" I II MIN. u(— il[i EMBEDMENT 0 0 10 APPROVED SEALANT BEHIND FIN FIN � 3/8" MIN , EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 1 /4" MAX 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SHIM SPACE DESIGNED IN ACCORDANCE WITH ASTM E2112 VIWINCO INC. P.O. BOX 499 MORGANTOWN, PA 19543 WOOD FRAMING OCEANVIEW IMPACT HORIZONTAL SLIDER BY OTHERS 72" X 60" FIN INSTALLATION DETAILS DRAWN: DWG NO. Nr G08-02939 NTS °ATE 08/08/16 SK-6 OF 6 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 434-688-0609 A/omas@lrlomaspe.c0m SIGNED: 0711012017 I ILl0 ENy 0 • 'TAT �� 1;'/%NA �1��G\`\ Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online V. E Home ? Log In ' User Registration Hot Topics ' Submit Surcharge Stats & Facts ` Publications Contact Us BCIS Site Map Links Searche .k Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL19281-R1 Application Type Affirmation Code Version 2017 Application Status Approved Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By N Viwinco Inc. P.O. Box 499 Morgantown, PA 19543 (610) 286-8884 skevgas@viwinco.com Scott Kevgas SKevgas@viwinco.com Stacia Salada PO Box 499 Morgantown, PA 19543 (610) 286-8105 ssalada@viwinco.com Windows Mullions Certification Mark or Listing Keystone Certifications, Inc. Keystone Certifications, Inc. Standard AAMA 450 ASTM E1886 ASTM E1986 Year 2010 2005 2005 :of I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes % No N/A org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt3Y%2f5j9Fmv6alum69jOW7Ma4yi1 %2bM2EM9oAuGBCgC2tA%3d%3d 1/2 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 10/03/2017 Date Validated 10/03/2017 Date Pending FBC Approval Date Approved 10/08/2017 Summary of Products ..._... ....... ....... ......._.......... _..... _ ... ...._.._ _...._.._._.__.._....__...._......_................__....._.......-_- I FL # Model, Number or Name - -- - ...... . .......... Description 19281.1 I OceanView Aluminum Vertical Mullion OceanView Aluminum Vertical Mullion i-- -- -_ .............. -........ i Limits of Use Certification Agency Certificate iApproved for use in HVHZ: No FL19281 RI C CAC 464-721CAR.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date i Impact Resistant: Yes 11/24/2019 Design Pressure: N/A Installation Instructions Other: REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN FL19281 R1 II 08-02884.pdf PRESSURE RATINGS. Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL19281 RI AE 513697.pdf Created by Independent Third Party: Yes 119281.2 u -� S-Series/Cambridge Aluminum H/T S-Series/Ca m bridge Aluminum H/T Mullion Mullion Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL19281 R1 C CAC 464-705 .pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/09/2018 Design Pressure: +50/-50 Installation Instructions Other: FL19281 RI II 08-02803.pd Verified By: L. Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL19281 RI AE 513591pif Created by Independent Third Party: Yes 19281.3 S-Series/Cambridge Aluminum S-Series/Cambridge Aluminum Vertical Mullion Vertical Mullion_ Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL19281 R1 C CAC 464-704 .pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/09/2018 Design Pressure: +40/-40 Installation Instructions Other: FL19281 R1 II 08-02806.pdf Verified By: L. Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL19281 R1 AE 513596.pdf Created by Independent Third Party: Yes iI°Ff.'.2St Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. _r_opy,Lght 2007-2013 State of Florida.:: Prwacv Statement :: Accessibility Statement :: Refund Stateme 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 mail. 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 emails 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: mrtiM Credit• seCU11 "l2E`PRICS°' .aspx?param=wGEVXQwtDgt3Y%2f5j9Fmv6alum69jOW7Ma4yi1%2bM2EM9oAuGBCgC2tA%3d%3d 2/2 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5. DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6. SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY VIWINCO INC. 7. DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 8. UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9. MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 APPROVED CONFIGURATIONS AND CHARTS 4 — 6 INSTALLATION DETAILS 7 COMPONENTS REVISIONS I REV I DESCRIPTION I DATE I APPROVED ANCHORING NOTES: 1. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2. FOR ANCHORING INTO CONCRETE USE 3/16" TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4. 3. FOR ANCHORING INTO METAL STRUCTURE USE #8 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. 4. FOR ATTACHING WINDOW UNITS TO MULLION USE #8 SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS IN ACCORDANCE WITH WINDOW ANCHORING SCHEDULE AS SHOWN IN WINDOW SEPARATE APPROVAL. 5. ALL FASTENERS TO BE CORROSION RESISTANT. 6. 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 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=30KSI 1/8" THICK MINIMUM 7. TO ATTACH CLIP TO MULLION USE (2) #8 x 3/4" SELF DRILLING SCREWS PER CLIP. 8. ATTACH MULLION TO WINDOW FRAME USING #8 X 3/4" SELF DRILLING SCREWS LOCATED 1' FROM EACH END AND 8" MAX. O.C. THEREAFTER. VIWINCO, INC MORGANTOWN BUSINESS PARK P.O. BOX 499 MORGANTOWN, PA 19543 OCEAN VIEW ALUMINUM VERTICAL MULLION IMPACT NOTES DRAWN: DWI; NO. N.G. 08-02884 SCALE NTS I DATE 03/1 /1 6 SHEET 1 OF 7 SIGNED: 0310212016 _ 120 1/2" COMBINED WIDTH W1-'11W2- 12 �� /�/ WINDOW FRAME HEIGHT WIND014 WINDO11 (MULLION SPAN) W1 --1� W2 120 1/2" COMBINED WIDTH 120 1/2" T OMBINED WIDTH W1 --{ � W2 12 FRAME HEIGHT WINDOW WINDOW (MULLION SPAN) 120 1/2" COMBINED WIDTH Wt-I[- W2 /WINDOW WINDOW if d� _ 120 1/2" COMBINED WIDTH W1 11 W2 - ,J WINDOW WINDOW /, WINDOW W1---� �-W2 120 1/2" L:-COMBINED WIDTH 120 1/2" COMBINED WIDTH 1",OW W1 -jI W2 WINDOW / Design pressure ratio s Mullion Tributary width (in) span (in) 24.00 30.00 36.00 42.00 48.00 54.00 60.00 24.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 36.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54.00 1 120.0 120.0 120.01 119.81 115.3 113.9 113.9 60.00 120.0 120.0 109.8 101.3 96.1 93.2 92.2 66.00 120.0 108.5 96.1 87.8 82.3 78.8 76.8 72.00 115.3 97.1 85.4 77.5 71.0 66.2 62.9 78.00 104.8 86.7 74.0 65.2 59.0 54.5 51.3 84.00 85.0 69.3 59.1 52.1 47.1 43.5 40.8 90.00 68.8 56.0 47.6 41.8 37.6 34.5 32.2 96.00 56.5 45.9 38.9 34.1 30.5 27.9 25.9 102.00 47.0 38.1 32.2 28.1 25.2 22.9 21.2 108.00 39.5 31.9 27.0 23.5 21.0 19.1 17.6 114.00 33.5 27.1 22.8 19.9 17.7 16.0 - 120.00 28.7 23.2 19.5 16.9 15.1 IMPACT RATED UP TO WIND ZONE 3 _ 120 1/2" COMBINED WIDTH Wt --11 -- W2 WINDOW WINDO WINDOW W1W2 120 1/2" COMBINED WIDTH APPROVED CONFIGURATIONS REVISIONS I REV I DESCRIPTION I DATE I APPROVED DESIGN PRESSURE TABLE INSTRUCTIONS: 1. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3. LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH = W1 + W2 2 VIWINCO, INC MORGANTOWN BUSINESS PARK P.O. BOX 499 MORGANTOWN, PA 19543 OCEAN VIEW ALUMINUM VERTICAL MULLION IMPACT APPROVED CONFIGURATIONS DRAWN: DWG N0, N.G. 08-02884 SCALE NTS DATE 03/l/16 1 SHEET OF 7 SIGNED: 0310212016 ti0q �•.��OENSF •d' *. 0 TAT E OFev` REv �'PF•��0Rt0t -A,: ��//s/10NAI.1 E�G��\ TRANSOM HEIGHT WINDOW HEIGHT L 120 1/2" COMBINED WIDTH FRAME HEIGHT (MULLION SPAN) W1 - ( W2 120 1/2" COMBINED WIDTH VX CONFIGURATION Maximum design pressure chart ipso Units with 18" transom Height (in) Window Transom Tributary width (in) 24.00 30.00 36.00 42.00 48.00 54.00 60.00 36.00 1800 150.0 136.8 119.0 106.0 95.5 86.9 79.7 42.00 18.00 128.9 - 107.3 93.2 83.3 75.7 69.3 64.0 48.00 18.00 103.8 86.2 74.7 66.6 60.7 56.0 52.0 54.00 18.00 85.2 70.6 61.0 54.3 49.3 45.6 42.6 60.00 18.00 71.1 58.8 50.7 45.0 40.8 37.7 35.2 66.00 18.00 60.2 49.7 42.8 37.9 34.3 31.6 29.5 72.00 18.00 51.6 42.5 36.5 32.3 29.2 26.8 25.0 78.00 18.00 44.7 36.8 31.5 27.8 25.1 23.0 21.4 84.00 18.00 38.7 31.8 27.3 1 24.1 1 21.8 20.0 18.5 W t-AVl KAI cV UI- IV WIIVU CVlV= J Maximum design pressure chart ipso Units with 24" transom Height (in) Window Transom Tributary width (in) 24.00 30.00 36.00 42.00 48.00 154.00 60.00 36.00 24.00 132.7 110.2 95.2 84.2 75.4 68.3 62.4 42.00 24.00 107.2 88.8 76.6 67.9 61.2 55.7 51.1 4800 24.00 88:2 72.9 62.8 55.5 50.2 46.0 42.4 S4.00 24.00 73.7 60.8 52.3 46.2 41.7 38.2 35.4 60.00 24.00 62.4 51.4 44.1 38.9 35.1 32.1 29.8 66.00 24.00 53.5 44.0 37.7 33.2 29.9 27A 25.4 72.00 2;00 46.3 38.0 32.5 28.6 25.7 23.5 21.8 78.00 24.00 40.4 33.2 28.3 24.9 22.4 20.4 18.9 84.00 24.00 1 33.6 27.6 23.5 20.7 18.6 17.0 15.7 Maximum design pressure chart Ipst) Units with 30" transom Height (in) Window Transom Tributary width (in) 24.00 30.00 36.00 42.00 48.00 54.00 60.00 36.00 30.00 108.9 90.3 77.8 68.6 61.4 55.5 50.6 42.00 30.00 90.0 74.4 64.0 56.5 50.7 46.0 42.1 48.00 30.00 75.5 62.2 53.4 47.1 42.4 38.6 35.5 54.00 30.00 64.1 52.7 45.2 39.8 35.7 32.6 30.1 60.00 30.00 55.0 45.2 38.6 34.0 30.5 27.8 25.7 66.00�M.0 .1 33.4 29.3 26.3 24.0 22.1 72.00.1 29.1 25.5 22.9 20.8 19.2 78.00.6 24.421.319.1 17.4 16.0 84.00 20.4 17.9 16.0 IMF'AGI KA I tU UP I U WINU LUNG J Maximum design pressure chart (psi) Units with 36" transom Height (in) Window Transom Tributary width (in) 24.00 30.00 36.00 42.00 48.00 54.00 160.00 36.00 36.00 90.6 74.9 64.5 56.9 50.9 46.0 42.0 42.00 36.00 76.4 62.9 54.0 47.7 42.8 38.8 35.4 48.00 36.00 65.1 53.5 45.6 40.4 36.2 32.9 30.2 54.00 36.00 56.0 46.0 39.3 34.6 31.0 28.2 25.9 60.00 36.00 48.6 39.8 34.0 29.9 26.8 24.3 22.4 66.00 36.00 1 42.5 34.8 29.7 26.1 23.3 21.2 19.5 72.00 36.00 36.2 21.5 25.1 21.9 19.5 17.7 16.3 78.00 36.00 30.4 24.7 21.0 18.3 16.4 - 84.00 36.00 1 25.7 20.9 17.8 15.5 IMYA to KAI tU Ur I U WINU IVIM J REVISIONS DESCRIPTION DATE I APPROVED DESIGN PRESSURE TABLE INSTRUCTIONS: 1. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3. LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH = W1 + W2 2 VIWINCO, INC MORGANTOWN BUSINESS PARK P.O. BOX 499 MORGANTOWN, PA 19543 OCEAN VIEW ALUMINUM VERTICAL MULLION IMPACT APPROVED CONFIGURATIONS DRAWN: DWC NO. N.G. 08-02884 'DALE NTS IDATE 03/1 /16 SHEET OF 7 SIGNED: 0310212016 \\\\g 1R! (� 0 '/ N9d'��� *• 0.62gmoi9t- TTAATTE` OF Rev FfORIOP. iziIIIIIIO1 NA j�0c�\�� MULLION COVER WINDOW FRAME MULLION REFERENCE ONLY CLIP -j #8 SELF DRILLING SCREW SEE ANCHORING NOTE 6 SHEET 1 MULLION INSTALLATION DETAIL WOOD FRAMING OR2X BUCK SUBSTRATE HEAD SHOWN, SILL SIMILAR 7/16" MIN EDGE DISTANCE #8 WOOD SCREW REVISIONS DESCRIPTION DATE I APPROVED 1 1/4" MIN EMBEDMENT WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX SHIM J SPACE 7/16" MIN EDGE DISTANCE #8 WOOD SCREW VIWINCO, INC MORGANTOWN BUSINESS PARK P.O. BOX 499 MORGANTOWN, PA 19543 OCEAN VIEW ALUMINUM VERTICAL MULLION IMPACT INSTALLATION DETAILS DRAWN: DWG NO. N.G. 08-02884 SCALE NTS I DATE 03/1 /16 SHEET4 OF 7 1 1/4" MIN EMBEDMENT SIGNED: 0310212016 ,RE N O�q /�i, TTATTIrrE OF REV 0iPF•FcoRta?'-\�'\` MULLION COVER WINDOW FRAME MULLION f REFERENCE ONLY CLIP ` #8 SELF DRILLING SCREW SEE ANCHORING NOTE 6 SHEET 1 MULLION INSTALLATION DETAIL METAL STRUCTURE INSTALLATION HEAD SHOWN, SILL SIMILAR REVISIONS DESCRIPTION DATE I APPROVED J 5/8" MIN #8 SELF I EDGE DISTANCE DRILLING SCREW 1/4" MAX SHIM SPACE 7/16" MIN EDGE DISTANCE #8 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS VIWINCO, INC MORGANTOWN BUSINESS PARK P.O. BOX 499 MORGANTOWN, PA 19543 OCEAN VIEW ALUMINUM VERTICAL MULLION IMPACT INSTALLATION DETAILS DRAWN: DWG NO. N.G. 08-02884 'CALE NTS I DATE 03/1 /16 5H-5 OF 7 SIGNED: 0310212016 1R I IL �q Y••��CEAISc� •`f' *• 0 51 ••*= TATE OF ; REv i'c • FCORIDA• MULLION COVER WINDOW FRAME MULLION \ REFERENCE ONLY CLIP J ` #8 SELF DRILLING SCREW SEE ANCHORING NOTE 6 SHEET 1 MULLION INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION HEAD SHOWN, SILL SIMILAR REVISIONS DESCRIPTION DATE I APPROVED ' 2 1/2" MIN EDGE DISTANCE 1 1MIN CONCRETE/MASONRY EMBEDMENT BY OTHERS • .. a ' • 1 1/4" MIN EMBEDMENT I WOOD SCREW 1/4" MAX SHIM �J SPACE U Lr 7/16" MIN IIr— n EDGE DISTANCE 3/16" TAPCON VIWINCO, INC MORGANTOWN BUSINESS PARK P.O. BOX 499 MORGANTOWN, PA 19543 OCEAN VIEW ALUMINUM VERTICAL MULLION IMPACT INSTALLATION DETAILS V:I DWG NO. N.G. I 08-02884 SCALE NTS DATE 03/1/16 ISHEET6 OF 7 SIGNED; 03/02/2016 P,1 I IL !D/��7�i . �,• v�cENSF,`�'� *• 0,0 51 ••*= TAT E OF REv �NA j1�\��� II l 1 7/8" 13/ 16" 1/2° 15/16" 643s- -F-- CLIP DETAIL GALVANIZED STEEL .070•THICK FRAME WINDOW REFERENCE ONLY 7/16n 3 1/16" 3/4" 7/16„ T MULLION PART 2411-A ALUMINUM 6105-T5 MULLION COVER MOMENT OF INERTIA:.4048 IN-4 PVC .050° THICK SECTION MODULUS:.2614 IN^3 WINDOW TO MULLION ATTACHMENT DETAIL COVER WINDOW ANCHORS SEE ANCHORING NOTE 4 SHEET 1 #8 X 3/4" SELF TAPPING SCREWS 1" FROM EACH END 8" MAX O.C. SEE ANCHORING NOTE 8 SHEET 1 MULLION REVISIONS DESCRIPTION DATE I APPROVED SIGNED: 0310212016 VIWINCO, INC MORGANTOWN BUSINESS PARK P.O. BOX 499\O\S \����►+illi//�//� R. L 0�i��� MORGANTOWN, PA 19543 ��\�i•��GENSF.9s/y = *• 0 51 OCEAN VIEW ALUMINUM VERTICAL MULLION I MPACT COMPONENTS �= O•• TAT OF • �` ��'PF•F(0RIDP• \��\ ...... DRAWN: DWG NO. REV N.G. 08-02884 — �- `SS �G�t� �1///1111[1100��� scAI.E NTS DATE 03/1/16 SH-7 OF 7 9 Florida Building Code Online rn c+ Q S u � jet 3 CIS Home 1 Log In User Registration } Hot Topics Submit Surcharge Stats & Facts I Publications ` Contact Us ; BCIS Site Map Links } Search } �is )Product Approval `. , "' USER: Public User Product Approval Menu > Product or Application Search > _Application List > Application Detail FL # FL15578-R6 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By a =1 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Viwinco Inc. P.O. Box 499 Morgantown, PA 19543 (610)286-8884 skevgas@viwinco.com Kevgas Scott skevgas@viwinco.com Scott Kevgas PO Box 499 Morgantown, PA 19543 (610) 286-8884 Ext1222 skevgas@viwinco.com Kim Hammerschmidt 851 hemlock road morgantown, PA 19543 (610)286-8884 khammerschmidt@viwinco.com Windows Fixed Certification Mark or Listing Keystone Certifications, Inc. Keystone Certifications, Inc. Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886-13a 2013 ASTM E1996-14a 2014 _app_dtl.aspx?param=wGEVXQwtDgvKmQdIOUtQtjd7oRnJeYsP3p%2fRT2wif9LskUAz9GuRvg%3d%3d 1/2 5/5/2019 Product Approval Method Florida Building Code Online Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 06/15/2018 07/12/2018 07/16/2018 :.__...__.._.__.._._....----_...._..... .... _............... FL # ...... _... _.-._.___._.---_.._..._.___...................... _._.............. _.......... Model, Number or Name _.__._....._..__..._.... _........ _............. _._.._..._._....___..._.._._....._...__.______._._.._.._.___.__...__._._._.__.._.._ Description 15578.1 OceanView Impact Casement Picture OceanView Impact Casement Picture Window 72" x 72" Window 72" x 72" — ---_ ��---- Limits of Use —.�--���---- Certification Agency Certificate Approved for use in HVHZ: No FL15578 R6 C CAC 464-240.pdf j Approved for use outside HVHZ: Yes FL15578 R6 C CAC 464-417.pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 01/10/2021 Other: Installation Instructions FL15578 R6 II 08-02827.pddf Verified By: Luis R. Lomas, RE. 62514 Created by Independent Third Party: Yes Evaluation Reports FLISS78 R6 AE 513622.pdf Created by Independent Third Party: Yes r- 115578.2 Signature/Viwinco Impact Fixed v — Signature/Viwinco Impact Fixed - 72" x 72" Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLISS78 R6 C CAC 464-251.pdf Approved for use outside HVHZ: Yes FL15S78 R6 C CAC 464-497,pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +60/-60 11/21/2021 Other: FRAME MATERIAL TO BE RIGID PVC AAMA Installation Instructions I DECEUNINCK NORTH AMERICA CERTIFIED (DEP-1). FL15578 R6 II 08-01472A.p-df Verified By: Luis R. Lomas, P.E. 62514 j Created by Independent Third Party: Yes Evaluation Reports FLISS78 R6 AE 512096A.pdf Created by Independent Third Party: Yes Hark Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyllght 2007-2013 State of Florida.:: riv cy Statement :: Accessibility Statement :: Refund Stateme 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: 99 z - ., .s��utyhxritr��.x>~s;; param=wGEVXQwtDgvKmQdIOUtQtjd7oRnJeYsP3p%2fRT2wlf9LskUAz9GuRvg%3d%3d 2/2 6" MAX. y---y 9"MAX. O.C. 72" / MAX. / FRAME HEIGHT SIGNATURE/VIWINCO IMPACT FIXED EXTERIOR VIEW FRAME FLUSH INSTALLATION DESIGN PRESSURE RATING IMPACT RATING +50PSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 3 — 6" MAX. 1 6" MAX. • 9" MAX O.C. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 - 2 ELEVATION, ANCHORING AND NOTES 3 CROSS SECTIONS AND B.O.M. 4 - 6 INSTALLATION DETAILS REVISIONS I REV I DESCRIPTION I DATE I APPROVED 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. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX 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, 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 INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" 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. 10. FOR ANCHORING INTO METAL STRUCTURE USE #8 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. 11. 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). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM VIWINCO INC. P.O. BOX 499 MORGANTOWN, PA 19543 SIGNATURE/VIWINCO IMPACT FIXED 72 X 72 FRAME ELEVATION AND NOTES DRAWN: DWG NO. A.S. 08-01472 SCALE NTS I DATE 03/05/12 1 SHEET 1 OF 6 SIGNED: IV0512014 C'�,//z `��,,•y�CEAfs� gip `i *• 0,.rr51 •• TTAffT OF REv ��•Ofi•�CORfD?'• ���� A ONALI:\\\\`�� 1" MAX 6" MAX O.C. 72" MAX FRAME HEIGHT 6" MAX O.C. SIGNATURE/VIWINCO IMPACT FIXED EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING t50PSF LARGE AND SMALL t MISSILE IMPACT MISSILE LEVEL D, WIND ZONE 3 1" MAX REVISIONS DESCRIPTION DATE I APPROVED SIGNED: 1210512014 PI OIBOX 499 MORGANTOWN, PA 19543 ENS it= p�OF SIGNATURE/VIWINCO IMPACT FIXED 72 X 72 - 7- `TA NAIL FIN ELEVATION - . `.` �O'�•� ��ORI�P• \�� • ���i1'S •'�NA DRAWN: DWG N0. REV A.S. 08-01472 A "' �G \\� i��i�11E`\��\ SCALE DATE SHEET2 NTS 03/05/12 OF 6 PARTS LIST PART NUMBER DESCRIPTION 8915 FRAME 5846 GLAZING BEAD 7940 WEEP HOLE COVER 7240T SETTING BLOCKS 3462 SILICONE Ia 2 13/16" 2" 0 ❑� 3 1 /4" ---� Frame Sill VINYL PVC .078 THICK a Frame Sill (Nailing Fin) VINYL PVC .078 THICK MANUFACTURER MATERIAL Deceuninck PVC Deceuninck PVC Ashland PVC TB Philly VINYL DOW (TB PHILLY) SILICONE :78" Q s/8" 11/16" —� �7— Glazing Bead VINYL PVC .061 THICK EXTERIOR INTERIOR VERTICAL SECTION OPTIONAL FIN FRAME REVISIONS DESCRIPTION DATE I APPROVED INTERIOR EXTERIOR HORIZONTAL SECTION 15/16" 1/8" ANN. .100" SGP BY DUPONT 1/8" ANN. 1/8" TEMP. REINFORCED BUTYL SPACER SYSTEM EXAERIOR4,--INTERIOR 1/2" BITSTRUCTURAL SEALASETTING BLOCK DOW INSTAGLA GLAZING DETAIL VIWINCO INC. P.O. BOX 499 MORGANTOWN, PA 19543 SIGNATURE/VIWINCO IMPACT FIXED 72 X 72 CROSS SECTIONS AND COMPONENTS DRAWN: DWG NO. A.S. 08-01472 SCALE NTS IDATE 03/05/12 ISHEET3 OF 6 SIGNED: 1210512014 tR I1L/Oy1/'�i �`�,••v�CEN8F .,p *• oy6�51 •• x' REv ��'c�• F<ORtOP• ���� A //s�ONALIE?G`�\ WOOD FRAMING 1/2" MIN. EDGE DISTANCE =GR--mZX=BBC-K--- - — BY OTHERS 1 1/4" MIN. APPROVED EMBEDMENT a O o SEALANT SHIM SPACE #8 WOOD SCREW EXTERIOR #8 WOOD SCREW APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS REVISIONS 3/4" MIN. EDGE DISTANCE I'.DESCRIPTION 6 1JREVISEDPER_NEW_CODE METAL STRl7CTl7RE BY OTHERS 1/4" MAX. SHIM SPACE APPROVED a � 3/4" MIN. � SEALANT Q 1/4" MAX. SHIM SPACE EDGE DISTANCE #S SMS OR DD SELF DRILLING SCREWS #8 SMS OR METAL SELF DRILLINGSTRUCTURE SCREW BYOTHERS INTERIOR EXTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTE., INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. APPRO' SEAL ;E MIN. GENT STRUI BY 0 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION INTERIOR 1/4" MIN EMBEDMENT 1/2"' MIN. EDGE DISTANCE #8 SMS OR #8 WOOD SELF DRILLING SCREW SCREW WOOD FRAMING OR 2X BUCK 1/4" MAX. BY OTHERS SHIM SPACE DATE I APPROVED OVA 4— R,L-. - INTERIOR APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 1/4" MAX. SHIM SPACE INTERIC APPROVED SEALANT EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1210512014 I I I P.O. BOX 499 MORGANTOWN, PA 195439'p \��\\S `R L 0�ll� SIGNATURE/VIWINCO IMPACT FIXED _*• 0 81 72 X 72 _ FRAME INSTALLATION DETAILS o �6 TAT OF �Z DRAWN: DWG NO. REV/O�Ks�� 08 A /�ONA�`E�\\�� SCALE NITS DATE 03/05/12 sOEE4420F 6 G.OXCRETE/1MASONRY 2 1/2" MIN. EDGE DISTANCE BY OTHERS ° a" ° a 1 1/4" MIN. •° OPTIONAL 1X BUCK ° ° a EMBEDMENT TO BE PROPERLY SECURED —� SEE NOTE 3 SHEET 1 ❑ APPROVED a S SEALANT 1/4" MAX. SHIM SPACE 3/16" TAPCON EXTERIOR I n I 11 INTERIOR 3/16" TAPCON APPROVED SEALANT OPTIONAL BUCK 1/4" MAX. SHIM SPACE TO BE PROPERLY � ❑ SECURED SEE NOTE 3 SHEET 1 �f CONCRETE/MASONRY BY OTHERS 'd °a , 1 1/4" MIN. a` EMBEDMENT 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION REVISIONS REV DESCRIPTION DATE I APPROVED 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK 9 a 1/4" MAX. TO BE PROPERLY SHIM SPACE SECURED SEE NOTE 3 SHEET 1 .o 3/16" TAPCON INTERIOR 2 1/2" MIN. EDGE :v. �• � DISTANCE " APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTE: INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. VIWINCO INC. P.O. BOX 499 MORGANTOWN, PA 19543 SIGNATURE/VIWINCO IMPACT FIXED 72 X 72 FRAME INSTALLATION DETAILS DRAWN; DWG 110. A.S. 08-01472 SCALE NTS DATE 03/05/12 SHEET OF 6 SIGNED: 1210512014 \o\\111111//"( x �S R' L D�Li S"' 'p *• 0 ?51 •• TTAAT**E OF REV ��0��•F�f7 �,�P•\�� A NA;I�G\�� • 1 1/4" MIN. EMBEDMENT #s wooD wooD SCREW _Ro MING- Y OTHERS 1/4" MAX. SHIM SPACE 7/16" MIN EDGE DISTANCE Illl EXTERIOR I � I 11 INTERIOR 7/16" MIN EDGE DISTANCE #8 WOOD SCREW —o[uma I VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX SHIM SPACE WOOD FRAMING BY OTHERS REVISIONS REV DESCRIPTION F DATE I APPROVED WOOD FRAMING BY OTHERS #8 WOOD SCREW 1 1/4" MIN. EMBEDMENT 7/16°MIN EDGE DISTANCE 1/4" MAX SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTE., INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. VIWINCO INC. P.O. BOX 499 MORGANTOWN, PA 19543 SIGNATURE/VIWINCO IMPACT FIXED 72 X 72 NAIL FIN INSTALLATION DETAILS DRAWN: DWG NO. A.S. 08-01472 SCALE NTS IDATE 03/05/12 ISHEET6 OF 6 SIGNED: 1210512014 Lo ENS'9��y o; STATE OF ; REv �.•F[OR10A•���� A �4jNALIE,G``\ 19 Florida Building Code Online m 0 N Q V J IV1 WE W-90EYAWMEM BCIS Home Log In User Registration , Hot Topics j Submit Surcharge Stats & Facts Publications ! Contact Us BCIS Site Map I Links 1 Search Mj 9 «R M. Product Approval '� USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17347-112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440)969-9773 Ext16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440)969-9773 Ext18 scottjohnson@plastproinc.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 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 Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL17347 R2 COI (a) Certificate of Independence. pdf Referenced Standard and Year (of Standard) Standard Year 101/I.S.2/NAFS 2002 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 ASTM E331 2000 TAS 201, 202, 203 1994 Ice of Product Standards ByFILE cup : , pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrY%2b%2fvWjgnzTgOyjVKJQLflu%2feCfFIQg18tA%3d%3d 1/5 19 Florida Building Code Online Florida Licensed Professional Engineer or Architect FL17347 R2 Equiv (b) Equivalency Of Standards.pd Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summaryof Products t Method 1 Option D 08/13/2017 09/26/2017 09/29/2017 12/12/2017 FL # I Model, Number or Name _ Description 17347.1 a. Fiberglass Door "Non -Impact" Fiberglass Glazed Door - Single with or without Sidelites (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 68 in Height I Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes j Design Pressure: N/A Evaluation Reports Other: See INST 17347.1 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.1.pdf installation instructions and product particulars. — _ Created by Independent Third Party: Yes 117347.2 b. Fiberglass Door Non -Impact" Fiberglass Glazed Door - Double with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.2.pd Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 1 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17347.2 for any additional use limitations, FL17347 R2 AE (b) Eva[ 17347.2.pdf installation instructions and product particulars. Created by Independent Third Party: Yes i 17347.3 I c. Fiberglass Door Non -Impact" Fiberglass'Glazed Door - Single with or without Sidelites (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17347.3 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.3.pdf installation instructions and product particulars. Created by Independent Third Party: Yes 17347.4 + d. Fiberglass Door Non -Impact" Fiberglass Glazed Door - Double with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 8'0 In Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 1347.4.pd Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17347.4 for any additional use limitations, FL17347 R2 AE (b) Eva[ 17347.4.pdf installation instructions and product particulars. Created by Independent Third Party: Yes 17347.5 e. Fiberglass Door Impact" Fiberglass Glazed Door - Single with or without Sidelites (X, OX or XO, OXO) Outswing/Inswing Configurations { up to Nominal 6'8 in Height I�Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17347.5 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.5.pdf installation instructions and product particulars. Created by Independent Third Party: Yes 17347.6 j f. Fiberglass Door "Impact" Fiberglass Glazed Door - Double with or without .aspx?param=wGEVXQwtDgsRyNwiNWDrY%2b%2fvWjgnzTgOyjVKJQLflu%2feCfFIQg18tA%3d%3d 2/5 /2019 Florida Building Code Online Sidelites (XX or OXXO) Outswing/Inswing Configurations up to i Nominal 6'8 in Height Limits of Use — Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.6.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17347.6 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.6.pdf installation instructions and product particulars. Created by Independent Third Party: Yes F i 17347.7 i g. Fiberglass Door "Impact" Fiberglass Glazed Door - Single with or without Sidelites (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17347.7 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.7.pdf installation instructions and product particulars. Created by Independent Third Party: Yes 17347.8 ? h. Fiberglass Door "Impact" Fiberglass Glazed Door - Double with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.8.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, RE. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17347.8 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.8.pdf installation instructions and product particulars. Created by Independent Third Party: Yes i 17347.9 i. Fiberglass Door "Non -Impact" Fiberglass Opaque Door - Single with or without Sidelites (X, OX or XO, OXO) Outswing/Inswing Configurations ..... _..... _... _.____-__-.-----•-.-_-- up to Nominal 6'8 in Height __.._ _.__.._._.......__..-__.___...-___._-.---_......__-.___..-.----.-----•_--_-- Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.9.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17347.9 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.9.pdf installation instructions and product particulars. Created by Independent Third Party: Yes 17347.10 j. Fiberglass Door "Non -Impact" Fiberglass Opaque Door - Double with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b)_ Inst 17347.10.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17347.10 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.10.pdf installation instructions and product particulars. 1 Created by Independent Third Party: Yes 17347.11 k. Fiberglass Door "Non -Impact" Fiberglass Opaque Door - Single with or without Sidelites (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.11.pddf, Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17347.11 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.11.pdf installation instructions and product particulars. Created by Independent Third Party: Yes 117347.12 I. Fiberglass Door "Non -Impact" Fiberglass Opaque Door - Double with or without I fSidelites (XX or OXXO) Outswing/Inswing Configurations up to I__ _—__---._-1-- ------ Nominal 8'0 in Height — Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.12.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17347.12 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.12.pdf installation instructions and product particulars. Created by Independent Third Party: Yes 17347.13 m. Fiberglass Door 'Impact" Fiberglass Opaque Door - Single with or without floridabuildir gg.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrY%2b%2fvWjgnzTgOyjVKJQLflu%2feCfFIQg18tA%3d%3d 3/5 i 511 /2019 Florida Building Code Online OX Outswing/Inswing Configurations Sidelites nal ie gh0) up toNominal 6 8Height __ - ---- - - ^ — --- -!i Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.13.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17347.13 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.13.pdf I installation instructions and product particulars. Created by Independent Third Party: Yes j17347.14 n. Fiberglass Door "Impact" Fiberglass Opaque Door - Double with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 6'8 in Height jLimits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (c) Inst 17347.14.pdf • Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 ! Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17347.14 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.14.pdf { installation instructions and product particulars. Created by Independent Third Party: Yes 17347.15 o. Fiberglass Door "Impact" Fiberglass Opaque Door- Single with or without Sidelites (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 8'0 in Height - Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.15.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17347.15 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.i5.pdf installation instructions and product particulars. Created by Independent Third Party: Yes 17347.16 P. Fiberglass Door "Impact" Fiberglass Opaque Door - Double with or without Sidelites (XX or OXXO) Outswing/Inswing Configurations up to Nominal 8'0 in Height ......... Limits of Use Installation Instructions- i Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.16.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: Yes Created by Independent Third Party: Yes Design. Pressure: N/A Evaluation Reports Other: See INST 17347.16 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.16.pdf installation instructions and product particulars. Created by Independent Third Party: Yes ^�— Ti 17347.17 1 q. Fiberglass Door _ "Impact" Fiberglass Opaque Door - Single with or without Nominal 14" Sidelite(s) (X, OX or XO, OXO) Outswing/Inswing Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b) Inst 17347.17.pd( Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports y Other: See INST 17347.17 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.17.pdf installation instructions and product particulars. by Independent Third Party: Yes-_.-_____ - - _-- - -Created `i 17347.18 r. Fiberglass Door "Impact" Fiberglass Opaque Double Door with or without I Nominal 14" Sidelites (XX or OXXO) Outswing/Inswing I Configurations up to Nominal 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ: No FL17347 R2 II (b)_ Inst 17347.18.pd Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 17347.18 for any additional use limitations, FL17347 R2 AE (b) Eval 17347.18,pdf installation instructions and product particulars. Created by Independent Third Party: Yes t4csc:9 wext 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 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 mail. 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 emails 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: _app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrY%2b%2fvWjgnzTgOyjVKJQLflu%2feCfFIQg18tA%3d%3d 4/5 1 5/(1/2019 Florida Building Code Online W191 �ffiF m Credit Card Safe, I ittps://vyww.floridabuildi", g.org/prlpr app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrY%2b%2fvWjgnzTgOyjVKJQLflu%2feCfFlQgl8tA%3d%3d 5/5 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 OPAQUE FIBERGLASS DOORS SINGLES w/ ®r w/O SIDELITES INSWING / OUTSWING 'WON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection, this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drowing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel details 3 Sidelite panel details 4 Elevations 5 Horizontal cross sections 6 Horizontal & Vertical Cross Sections (2X Buck) 7 Horizontal & Vertical Cross Sections (1X Buck) B Horizontal & Vertical Cross Sections (Direct to Masonry) 9 Vertical Cross Sections(Thresholds) 10 Horizontal & Vertical Cross Sections (Direct to Masonry) 11 Buck anchoring 12 Frame anchoring & hardware details 13 Lite frame glazing details 14 Bill of materials and components 1 I5"MAX. OVERALL FRAME WIDTH 37.2S' MAX. 37S' MAX. PFRAME WIDTH �I I` FRAME WIDTH I 1 C7 z <3 z O 0 _ O o- 6 X a ,i o^. X OX XO -j_Vn .0. o m /v%• ; �o F o n 00 z° UN •; m v 9 Z m Z U n M VH C a m a i.. m °d Z o C: MAX DESIGN PRESSURE PS .1?ESIGN:P,RES5l7RE (P_SF�: CONFIGURATION FRgMI JAMB INSWING OUTSWWG -POSITIVE WEGA7IVE POSITIVE NEGAT[YE,, PIMEfJSIOpL. f�E1NFOR .SMENi _. X 37.5" x 98.0" N/A +60.0 -65.0 +60.0 -60.0 74.75' x 98.0" N/A +40.0 -45.0 +40.0 -40.0 OX/XO 76,26' x 98A" 2X +45.0 -50.0 +45.0 -45.0 12.0" x 98.0" N/A +40.0 -45.0 +40.0 -40ri.0 OXO 15.0" x 98.0•' 1 2x +45.0 -50.0 +45.0 -45.0 M I i \w Z N p J O Z o 0 Z a �e 10/08 14 = ALE: N.T.S. ° c. BY: JK m' r. BY. LFS 3 AWING NO.: 0: FL-17347.11 a a EET 1 OF 14 N �•. R:\Clients\Plastpro, Inc PERMANENT\A - Florida Product Approvals\FL-17347 Fiberglass Door - Impact-nonimpact\C - Drawings\FL-17347 6TH ED (2017)\FL-17347.11-12.dwg, 2.3 R g o o V c T ~ \ US � 3- �O _ 3 95.25' MAX. PANEL HEIGHT O � m 0! 0aD O 3 FAO y1zs z m 7' z m —1.2" IO !1 a O� Irn 0 I0 2 7 27 17 UPDATE TO 6TH ED. (2017) FBC dBY 1 04 14 15 UPDATE TO 5TH ED. (2014) FBC NO DATE S. 1.73' I0 O A No.43409 i; PLASTPRO INC Documents Prepared By—W. Lyndon F. Schmidt /1"'•Aim0*. FIBERGLASS DOOR P.E.E.No. 43409 `OMALt C �K BUILDING CONSULTANTS, INC. ASSEMBLY: DOOR d l j/)/ P.O. Box 230• VDlrico• FL 33595 W PANEL DETAILS Phone No.: 813_659.9197 O A 0 201 4 R.W. BUILDING CONSULTANTS INC. R1(lients\Plastpro, Inc PERMANENT\A - Florida Product Approvals\FL-17347 Fiberglass Door - Impact-nonimpact\C- Drawings\FL-17347 6TH ED (2017)\FL-17347.11-12.dwg, 33 C) 95.25' MAX. PANEL HEIGHT -a° =a _ h o z m r _ 0 A = N .b O Z a � � A n I0 0 0 E3 m m n z �Z O = " Z W� a X m n �11 ` Ja to om EDO< A 1.% rye -fin C _ � .....�•� vO Zy Q n0 WA! ....3 25 Z>m m N O� �Z �m A 0. 22 H z � I° No.43409 PRODUCT: Doeumente Prepared By:��''� '•.�ZORIG •`� PLASTPRO INC Lyndon F. Schmidt i'�S �•'• (7� '� W I 3 O FIBERGLASS DOOR P.E. No. 43409 to 4 y 2 7 27 17 UPDATE TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: �K BUILDING CONSULTANTS. INC. I_ 14 [n 1 04 — 15 UPDATE i0 STH E0. (2014) F8C JK SIDELITE J l� �/i/ P.O. Box 230, Valrico, FL 33595 {' J NO DATE BY PANEL DETAILS Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 2D14 R.W. BUILDING CONS111— cl INC. I.I ED I20171\FL-17347.11-12.dwa. 4.3 m X 0 z 0 G X 0110 1%- m 0 z `r-' z6.e7 $ PRODUCT: Documents Prepored By:w,c� •��^ I� I Z \ FIBERGLASS DOOR P.C. NoF43409Schm�dt ''��rsS��AlA1.t 2 7 27 17 UPDATE TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: K BUILDING CONSULTANTS, INC. v U1 1 04 14 15 UPDATE TO 5TH ED. (2014) FBC JK IELEVATIONS t/ 1�U4 P.O. Boa 230. Valrlco, FL 33595 {' NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 i�12014 R.W. BnILDINa Co... —. INC. R:1Oients\Plastpro, Inc PERMANENTIA - Florida Product Approvals\FL-17347 Fiberglass Door - Impact-nonimpact\C - Drawings\FL-17347 6TH ED (2017AFL-17347.11-12.dwg, S3 \. OQOM • e -P, M, ID pa / • /�'� 1n1t!i� O • e O Im tr w t a PO O O 3� �A O WIZ °n C O � e� m=n �o O 3 rn °O z Z O m r—ii 22 0 n N A ti xq O 3�•H O Mr Z n o, C = Aj N 3. tT ° Z Z 2 I0 0 M B C I2 I0 `� \\\111111111/7j •sCHly t .� _ ,� �• No.43409AI S'� PRODUCT: Documents Preporad By:/// .• `� i PLASTPRO INC FIBERGLASS DOOR Lyndon F. Schmidt /i/Csi P.E./TNo. 43409 /i�i /OMALI�\\` IN V o pO V I r Z tb 2 �/� BUILDING CONSULTANTS, INC. 7 27 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: 04 14 15 UPDATE TO 5TH ED. 2014 FBC JK 1n 1 HORIZONTAL J l�� P.O. Box 230. Volrico, FL 33595 DATE BY NO CROSS SECTIONS phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 2°16 R.W. BUILDIND OCNCULTANTH INC. II F:\Clients\Plastpro, Inc PERMANENT\A - Florida Product Apprmals\FL-17347 Fiberglass Door - Impact-nonimpact%C - Drawlngs\FL-17347 6TH ED (2017)\FL-17347.11-12.d.g. 6.3 4� 0 CLN N C) CDL C 40 01:9 Z 0' =r (04 S IS 0 ' 0 13 CL U'l O OL n 70 oa =1 M �Z am -1 M CL 0 M M ;v Z 2. C) -3 M D im P �no Sd L- z Cq t to M C31 Vl M 0 M 0 M M z r< n 0 M (01 J 0 3 0 cn M lO °°o . ° �^ M M 0.16'C-SINK 1 0.161C-SINK (TYP) (TYP) 1-114"MIN. EMB. (TYP.) Z.N? 1-114'MIN. No. 43409 EMB. (TYP.) �7 7 PRODUCT: PLASTPRO INC Document, Prepared By. t Lyndon F. ...... 2? FIBERGLASS DOOR .0. 4Schmid P.E. 3409 c- on RW BUILDING CONSULTANTS. INC. 7711/17 111 1 171 '�IIT7) F�l JK PART OR ASSEMBLY: - 04714715 UPDATE TO 5 R ED. ?,a, ) Fir JK �j 0 1 HORIZONTAL & VERTICAL P.O. 230 , V.Irl,,. IL 331g.5 DATE N!O. CROSS SECTIONS (2X BLICK) N. A 8 3.659.9197 REVISIONS F13PE C.A. No. 9813 0 2076 R.W. BUILDING CONSULTANTS R:\Clients\Plastpro, Inc PERMANENT\A - Florida Product Approvals\FL-17347 Fiberglass Door - Impact-nonimpact\C - Drawings\FL-17347 6TH ED (2017)\FL-17347.11-12.dwg, 73 T N -., ed a 9 4 4 e , O. �•❑ n ❑ � ��IZ C ❑ ° 0 r�r .. . 4.' p m O O O P1 .p •O °'N m 11 0� C_ Z o; t❑�O O O ❑ 0 ❑a CD f2� °r CO w va 03 roomy 3 m a o y 3 co00 Is00 CL ❑m � 3 ❑ m O Z M O M A O VN Oo Cy2 x0 A V SX Z V m o � A F- V W --• %tfr� O n ��0 3? n O- 2 .— �. N •a.° .a �.C, O Z 3 rn 70 g n A .v. G3GV re n m oXr— o n Y'0 Vbf ; N .v• ny V p T -4 o Z m V. 0Xn o =Y R ,v 5C H ® 'n 2 M 0 1-1/4"MIN. I� EMB. (TYP.) ' 1-1/4"MIN. No. 43409 : 7k EMB. (TYP.) %'zC-r7 ^ fl .� * 4 PRODUCT: PLASTPRO INC Documents Prepared By. Lyndon F. Schmidt ���� •�ORIDQ. FIBERGLASS DOOR �G\��` P.E. No. 43409 G w z o 2 m VKn`! BUILDING CONSULTANTS. INC. 7 27 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: 04 14 15 UPDATE TO STH ED. (2014) FBC JK IV N X y 1 HORIZONTAL VERTICAL el li"�u P.O. Box 230• Vol6co, FL 33595 DATE BY 4` N0. CROSS SECTIONS (1X S BUCK) Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 201 G R.W. BUILDING CGNS u LTANTE: ING. R1Cllents\Plastpro, Inc PERMANENT\A - Florida Product Approvals\FL-17347 Fiberglass Door- Impact-nonimpact\C - Drawings\FL-17347 6TH ED (2017AFL-17347.11-12.dwg, 83 T N 3 v O 0Vl o 11 yZ o n c o 0 rt Oro ID g � Q 0 6 ON O O O 4 4 e O 0 44 0. r. A O D' = o O lo F°P o.,o fon Z y a 3 m 'o r �. 0 3 v 7 3 O 0 � N n 6 CL r0� N 3 O m o a A z I0 to y m n m W w 22 p.--I A r1T 0tim O N P° �Oo ° ,s 1- INUN. EMB. (TYP.) 2 7,1127117 UPDATE TO 67H ED. (2017) FBC JK 1 04 1,1 15 UPDATE TO 5TH ED. (2014) FEC JK NO DATE BY mlro n .T1 A Os M V O 2 OZ 2 m PLASTPRO INC FIBERGLASS DOOR PART OR ASSEMBLY: HORIZONTA & VERTICAL CROSS SECTIONS DIRECT TO MASONRY) 4 1-1/4. MIN. EMB. (TYP.) LNo.43409 `lT'ZG.f� `•0 Docume nts Prapored By::, Lyndon F. Schmidt /j/C`S1•'•40mN P.E. No. 43409 //S10 NA`A'," BUILDING CONSULTANTS, INC. P.O. Box 230. Volrtco, FL 33595 Y Phone No.: 813.659.9197 201 6 R.W. BUILDING CDNBULTANTB INC. R1Clients\Plastpro, Inc PERMANENT\H -Florida Product Approvals\FL-17347 Fiberglass Door - Impact-nonimpacl\C - Drawings\FL-17347 6TH ED (2017)\FL-17347.11-12.dwg, 9.3 Z. 9 r E V o 0 x�� 1-1/4"MIN. EMB. (TYP.) N —ZI FA`r1 A 1-1/4" MIN. EMB. (TYP.) N m Z A 1� 0 � 4InDoIO (D ro 0 3 0 o. m .o w m 0 N 3 C O CL N N o a W. o QO o° N � 3 T tD =r 0 a� z a I29 2 7 27 17 UPDATE TO 6TH ED. (2017) FBC A 1 04 14 15 UPDATE TO 5TH ED. (2014) FBC JK NO DATE BY 1-1/4" MIN. EMB. (TYP.) I � � O v z c 1-1/4" MIN. r EMB. (TYP.) Om •♦p O v . m 9 °z rA_n 0 A I0 z A A I11f///7 1\11111 ScHiLf,, ! p ` v� vcviaF.01 ` No.43409 EMB. (TYP.) •' PRODUCT: Document. PrapD d By-' ///'rS '•�ORID�.=C. PLASTPRO INC Lyndon F. Schmidt FIBERGLASS DOOR P.E. No. 43409 /iS/Q1yA* L "fill III PART OR ASSEMBLY: K�/,�/// BUILDING CONSULTANTS, INC. VERTICAL CROSS J l� UV P.O. Box 230, vDHoc, FL 33595 SECTIONS (THRESHOLDS) Phone No.: 813.659.9197 201 Is R.W. BUILDING CONBULTANTe INC. z 1.5" f r_ MAX. US. MIN. P Z aa- is != MAX. r 2- MIN. �• E EXTERIORINTERIOR 6 VERTICAL CROSS SECTION 7 VERTICAL CROSS SECTION 10 Shown Direct to Masonry IQ Shown Direct to Masonry Outswingonlyw/4-9/16'jamb Outswing only w/6-9/16'jamb NOTE: Single dooroNy (N/A W/ Siderites) 1.Spacing for Rem L• 6" from each end and 5 more equally spaced along sidelite jamb (7 total). 2.Spacing for item L @ head & sill: 6" from each end, I centerline, 2 additional at 3" & 4.5' from end odacent to door. IMERI 1-1/4"MIN. EMB. (TYP.j O W 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION j 0 Shown Direct to Masonry j U Shown Direct to Masonry Outswing only w/ 4-9/16"jamb Outswing only w/ 4-9/16'jamb Single door only (N/A W/ SldelitesI Single door only (N/A W/ Sidefites) != MAX. MIN. SEE NOTE 2 EXTERIOR INTERIOR 8 VERTICAL CROSS SECTION 7 0 Shown Direct to Masonry Outswing only w/ 6-9/16'jamb EXTERIOR v — 'It) SEE NOTE 1 1-1/4" MIN. EMB. (TYP.) 5 HORIZONTAL CROSS SECTION 10 Shown Direct to Masonry Outswing only w/ 6-9/16' jamb 1-1/4' MIN. EMB. (TYP.) r31 HORIZONTAL CROSS SECTION j�Shown Direct to Masonry Outswing only w/ 6-9/16jamb INTERIOR EXTERIOR f h U 1-1/4' MIN. EMB. (TYP.) %41 HORIZONTAL CROSS SECTION j�Shown Direct to Masonry Outswing only w/ 6-9/16' Jamb :�5hI 1 1 6 ^� .- w z N � � ^ O � 2 N ^ z U z rE: I 01OT1 14 z wE: N.T.S. u c. BY.. JK m K. BY: LFS 3 AWING No.: m N FL-17347.11 0 EEr 10 of 14 N 0 R:\Clienls\Plastpro, Inc PERMANENT\A - Florida Product Approvals\FL-17347 Fiberglass Door -Impact-nonimpact\C - Drawings\FL-17347 6TH ED (2017)\FL-17347.11-12dsvg, 113 N X 70 Z �' ]t -AC IX �A z o �o ' (A z o A !— c- Is 16" O.C. (11 P) MAX. (TYP) A •J S R v N O ? Z 'D rf I N, O.C. 4 ♦ -- MAX. (TYP) (TYP) �z 0 A_ 7 Z 16" O.C, MAX. (TYP) 2 7 27 17 UPDATE TO 6TH ED. (2017) FBC JK 1 04 14 15 UPDATE TO 5TF1 ED. 2014 FBC JK NO DATE BY -C A `���1u1nF77�� /f No. 43409 9zG 1'-ro PRODUCT: Document. Prepared By: PLASTPRO INC Lyndon F. Schmidt • ///�• A��Or'' FIBERGLASS DOOR P.E. No. 43409 //sS••••• • l� /� PART OR ASSEMBLY: �/��/,�{// BUILDING CONSULTANTS, INC. BUCK ANCHORING JI VY P.O. Box 230, Volrlao, FL 33595 Phone No.: 813.659.9197 ® 2D14 R.W. BUILDING CONSUL—NTB INC. R\Clients\Plastpro, Inc PERMANENT\A - Florida Product Approvals\FL-17347 Fiberglass Door - Impact-nonimpact\C - Drawings\FL-17347 6TH ED (2017)\FL-17347.11.12.dwg, 12.3 f 01 Ir I l l I l I I x Q' A as X as Z 0 0 7- r I I •- I I -- g r L W � 0 a rn f D v — F zo 70 � �a N X Q _ °o Z O 6' 14.5' O.C. (TYP) MAX. PP) x vn" M Go X Mm Do = m O T7, 7K <O a VC JC 5C A a as p C (= z n 7C D O O_ Z � ti — = n o F O z _ p` a O Go Q r] C C z <O 14.5" O.C. (nP) MAX. (TYP) I l g I I 1 I v — -- ce .y...7 F p$ O Z -7C � 1 • I _ I I— I I I y r v D n m m D �_ mz =m�(/��P1? �OSz _ II �I 1 81 -- 14.5" O.C. 1..v mrel (TYP) a n � Do a 6;- :T7C 7 Z I Ez o y _ 26.125' O.C. (TYP•) 9.31"FROM z �--�}-- TOP OF JAMB 4) I m SICH W yC7 Fg 17 m Z �N0.43409 Nm /•u/'� ��pS m $ PRODUCT: PLASTPRO INC Documents Prepared By: �' AZORIOPN,r r Lyndon F. Schmidt i��l — 3 I ik^ FIBERGLASS DOOR P.E. No. 43409 OfNA1. N 4 $ o `(7 z ti tb 2 7 27 17 UPDATE TO 6h1 ED. (2017) FBC PART OR ASSEMBLY: m �/���/ BUILDING CONSULTANTS, INC. 1V X (r1 1 04 14 15 UPDATE TO 5TH ED. (2014) FBC JBY FRAME ANCHORING J I•YV P.O. Box 230, VDlrtco• FL 33595 4 — 4 NO DATE & HARDWARE DETAILS Phone No.: 813.659.9197 REVISION$ FBPE C.A. No. 9813 0 20 14 R.W. BUILDING CONSULTANTS INC. 11 R;\Clients\Piastpro, Inc PERMANENT\A - Florida Product Approvals\FL-17347 Fiberglass Door - Impact-nonimpact\C - Drawings\FL-17347 6TH ED (2017)\FL-17347.11-12.dw% 133 2 P N s z cr ty a lO 0 I C O C in Z A �^ Z O m 7D W L A m m n o N O � N O Z 0 r n so 82.13" MAX. O.A.FRAME HEIGHT I I 79.13" MAX. D.L.O. HEIGHT O m �1 9.875' MAX ITYP) ON CENTER p N I 81.75' MAX. LIGHT r = FRAME HEIGHT `I 78.75" MAX. D.L.O. HEIGHT H r 3 m rE) m '^ x y �►�-10.75" 3.25' )TYP.) a O.C. (TYP.) 2 7/27 17 UPDATE TO 6TH ED. (2017) FBC JK 1 04714715 UPDATE TO 5TH ED. (2014) FBC JK NO DATE BY SCHA ��.� V,.•�uc.�NSF••.r No. 43409 INC Documents Prepared By'� �`'' PLASTPRO FIBERGLASS DOOR Lyndon F. Schmidt •oro�.•'G�� P/.EE.. No. 43409" �Kr� BUILDING CONSULTANTS. INC. ASSEMBLY: LITE FRAME Jl�l/1/ P•D. Box 230, Valrico, FL 33595 GLAZING DETAILS Phone No.: 813.659.9197 0 201 4 R.W. BUILDING CONSULTANTS INC. BILL OF MATERIALS T— .... •...; .: L :. • ..: •. 2'4 ' 2.13" —� o � POLYFlBERJAMB } ea '' "'' ' "'' " 20 INSWING THRESHOLD Enduro (ZSeries) �--Zl" SIDEUTE ADAPTER z� 4.SN' INSWING 1HRESHOLD w SIDELITE ADAPTER 21 Endura (2-Series) 4.56" n � DLPU15 OW1NG THRESHOLD ITEM# DESCRIPTION MATERIAL A 1 X BUCK (G >= 0.42) WOOD_ B 2X BUCK (G >= 0.421 WOOD C 1 /4" MAX. SHIM SPACE D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4 X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL G 3/16" x 3-1/4" PFH ITW CONCRETE SCREW STEEL I 1 /4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL J # 10 X 2" PFH WOOD SCREW STEEL L #10 X 2-1/2" PFH WOOD SCREW (1.15" MIN. EMB.) STEEL M 3/16" X 2-1 /4" ITW CONCRETE SCREW STEEL N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL P 1 /4" X 2-1 /4" PFH ELCO CONCRETE SCREW STEEL 1 POLY FIBER JAMB COMP. 4 1XREINFORCEMENT (G>=0.55) WOOD 5 2X REINFORCEMENT (G>=0.55) WOOD 6 DOOR SWEEP PVC 7 WEATHERSTRIP (ENDURA FORCE 5) FOAM 9 #9 x 3/4" PFH WOOD SCREW STEEL 11 4" X 4" HINGE STEEL 12 LATCH STRIKE PLATE STEEL 13 DEADBOLT STRIKE PLATE STEEL 20 INSWING THRESHOLD ALUM/COMP 21 INSWING THRESHOLD W/ SIDELITE ADAPTER ALUM/COMP 22 OUTSWING THRESHOLD ALUM/COMP 23 OUTSWING THRESHOLD W/ SIDELITE ADAPTER ALUM/COMP 24 ADATHRESHOLD ALUM 25 OUTSWING THRESHOLD ALUM/COMP 26 INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL 50 1 SIDELITE PANEL CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. - Concrete anchor locations noted as MAX ON CENTER" must be adjusted to mafntaln the min. edge distance to modarjoints, additional concrete anchors may be required to ensure the MAX ON CENTER' dunension ore not exceeded. 3. Concrete anchor fable: ANCHOR ANCHOR M1N MIN {LEA., M5E MIN GLEARANcE TYPE .... SIZE ... EMBEDMENT TQMASONRY .......EAGE............ 70ADJACENT •... ITW BUILDEX 3/16" 1-1/4" 3" 1-1/2" TAPCON® 7 4" 1-1/4" 2" 4" ELCO ® ULTRACON 1/4" 1-1/4" 1" 4" WOOD SCREW INSTALLATION NOTES: Maintain a min(mum 5/8"ed a distance, 1"end distance, & 1"o.c. spacing of 1. 9 wood screws to prevent the splitting of wood. I 4.57" ►i INSWING THRESHOLD w SIDELITE ADAPTER �� DLP ~A. = t�••v o:Q inn 4rn 4110 C, G omm •IIIP11\ Za °n m Z /� m U N •• v Z O Z U Em o m m mLO J C W LL VIM 7 OLm \' E a maa4 V� � � v° z (-- 4.56" � C w h g44 ADA THRESHOLD cc o J DLP zo g �w w aS �a u,n M ,ice am N o0 n t-i < a! U O m a a Fes--- 4.56" �1 22 O[RSWING THRESHOLD m Endwo (ZSeries) SIDELITE ADAPTER CD 23 OVTSWING THRESHOLD w SIDELITE ADAPTER Endura (ZSeries) c 4.57' 26 INSWING THRESHOLD DIP ^ ,1V N o z DATE 10/08/14 SMU N.T.S. M. BY. JK CHIC BY. LFS DRAWNG No.: FL- 17347.1 1 SHEET 14 OF 14 i