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HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 1/9/2019 Permit Number: r LJ 2 RECEIVED Building Permit ApplicaticIn Planning and Development Services JAN 10 2019 Building and Code Regulation Division ST. Lucie County, Permitting 2300 Virginia Avenue,Fort Pierce FL 34982 Phone:(772)462-1553 Fax:(772)462-1578 Commercial Residential X PERMIT APPLICATION FOR: Window/door P:R'OPtSED'I ,', P�Rt)VEIViiENT ij4CAT1`i?tN, Address: 5708 Myrtle Drive Fort Pierce, Florida 34982 Legal Description. Indian River Estates-Unit-8 BLK 61 LOT 7 Property Tax ID#: 3402-609-0325-000/6 Lot No. 7 Site Plan Name: 5708 Myrtle Drive Block No. 61 Project Name: Carlson Windows& Doors Setbacks Front Back: Right Side: Left Side: _"E,TAl,Lf D'DE'S`CiRltPTlQN t�F WORK; Install all New windows and doors. boo r5 ! - A-I t TPA - ; .�CI;}NS�TRUCTION'I,N,FO<EtM'/�TlON` Additional work to (e net orme un er this permit—c ec a appy: HVAC i=.1 Gas Tank F]Gas Piping _Shutters FI/]Windows/Doors 13 Electric 0 Plumbing Sprinklers Generator 0 Roof Roof pitch Total Sq. Ft of Construction: 1414 Sq Ft. of First Floor: 1414 Cost of Construction:$ 10,000 Utilities:!`!Sewer a Septic Building Height: 81 WNf Rj{LESSEE�y l .CONTRACT Name Jeffrey Carlson PWO, rOLC1500Name. Erick Radford Address:5708 Myrtle Drive Company: Radford Construction LLC City: Fort Pierce State: FL Address: 8851 SW Hopwood Avenue Zip Code: 34982 Fax; City: Indiantown State: FL Phone No, (772)240-4898 Zip Code: 34956 Fax: N/A E-Mail: Phone No. (772)260-9491 Fill in fee simple Title Holder on next page(if different E-Mail: radfordconstructionllc13@gmail.com from the Owner listed above) State or County License: CGC1522578 If value of construction is$2500 or more,a RECORDED Notice of Commencement Is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: X Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address:8851 SW Hopwood Avenue Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects, perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, cons It with len -o an 77rney before commencing work or recording our Notice of Commencemen Signature of Owner/Lessee/Contractor as Agent for Owner Signature o Contractor/License Holder STATE OF FLORIDA STATE OF FLOgg,IDA , COUNTY OF 5 k, \-*— COUNTY OF The forgoing instrument was acknowledg before me The forgoing instrument was acknowledged before me this <k day of q V�\ 20 ) by th is�day of 5�^ 201A by Name of person making statement Name of person making statement Personally Known OR Produced Identification Personally Known OR Produced Identification Type of Identification Type of Identification Produced �- L Produced L L (Signature of Notary P lic-State of Florida *° (Signature of Notary ublic-State of Florida) u�p►ftlE GNEKS Commission No.�a D�� S°"' #OG0�023 Y. N Commission No. DEANNq *IVENS MY COMMISSION#GG 01023 ;; dpotaN Q0 ;O` EXPIRES:December 16,200 BanlieUndo'rilers REVIEWS FRO ZONING SUPERVISOR PLANS VEGETA SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev.8/2/17 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # .4519049 OR BOOK 4221 PAGE 2487, Recorded 01/10/2019 02 :44 :04 PM RECEIVED NOTICE OF COMMENCEMENT JAN 10 Z p 19 Permit No. Property Tax ID No. EtAtt, Permitting State of Florida,County of St Lucie The Undersigned hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. Legal Description of property and address if available Indian River Estates-Unit$BLK 61 LOT 7 5708 Myrtle Drive Fort Pierce, Florida 34982 General description of improvements Install New Windows and Doors&Expand Front Porch Concrete Walkway Owner/lessee-Jeffrey D Carlson Address 5708 Myrde Drive Fart Pierce,Florida 34982 Interest in property: Owner Fee Simple Title holder(If other than owner) NIA Address NIA =o Y Contractor Erick Radford DBA:Radford Construction I.I.0 Phone# (772)260-9491 e o a Address 8831 SW Hopwood Avenue Indlantown,Florida Fax# NIA .Q Surety WA Phone#NIA p:LU Ca o Address NIA Fax# NIA o o=C-'C-D v Amount of Bond N/A oC.01 Lender NIA Phone# NIA ¢ _ CM Address NIA Fax# N/A cn cn �—O m Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(a)7.,Florida Statues: Name NIA Phone# NIA Address NIA Fax# WA In addition to himself,owner designates NIA of NIA Phone# NIA Fax# N/A to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b),Florida Statutes. Expiration date of notice of commencement is one year from the date of recording unless a different date is specified. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CH.713.i3,F.S.,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROYEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCMENT. .Gr~ Owner/Lessee,or Owner's or Lmsee s Authorized Officer/DimctorlPartner/Managed Signature Signatory's Tide/Office State of Florida,County of St. Lucie Acknowledged before me this day of�1-%d\ 20 11�'by t e tslo'n o is personally known to me or who has produced L " on. ♦ �h ; MYO0"ASION0000M •pKambr 1$,2020 Signature of No ti ry Type or Print Name of Not mes ra ochry ""em Title:Notary Public Commission Number6GO3,A§ja Sc b *00 V) ecce- - {' ��� -K6 "57 �>�, a�`x 5 �a'x 50, ab x 7- ' foo IX 3`d x b '2r / =RECEIOVED �ic�tare� x �"ip — U3k�how ( ODUMe 6vk'�1 ?J�X `� (1 U -t �X 20 \ 4 V 1 '2 Q @ i � _`` ,$ 2 � — �1 �4pc.J �Sii�2r� rr7oZat' �v0 BAS FOL-rf W&Oco �rJt I der, 59-X 5�� (1414) f' r' 23 le 27 `40, 14 3 S F (PAA 1, r r 20 rot . ©n oov-\� p evt I Yt�S BCIS Home Log in User Registration i Hot Topics Submit Surcharge Stats&Facts i Publications Contact Us .BCIS Site Map : Uni6 Search a ProductApproval USER:Public User dbpr RECEIVED „ice Product Approval Menu>Product or Aoolication Search>Aoolication List>Application Detail ^_ •'"'` ji16 FL# FL16094-R6 JAN 10 2019 Application Type Revision Code Version 2017Tr Ducie County, Permitting 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 [] '""'OPY Product Manufacturer Plastpro Inc./Nanya PlasFILE Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohhson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell@plastpro.com Category ( Exterior Doors ,� Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By Ryan].King,P.E. 211 Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E84 2005 ASTM G26 1995 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16094 R6 Eauiv (r)Equivalency of Standards. Product Approval Method Method 1 Option A Date Submitted 10/15/2017 Date Validated 10/15/2017 Date Pending FBC Approval Date Approved 10/25/2017 Summary of Products FL# Model,Number or Name Description C 1609.4:1 a.Smooth/Wood '6'8 Glazed Fiberglass Single Door:Panel wittiand without Grain/Rustic/Mahogany Series N '.SidelitesS-Inswing/Out-swinng-(X,-OX-or XO`and OXO-- Fiberglass Door Configurations)(Note: Door panel is a wood stiles/composite rails with fiberglass cladding) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16094 R6 C CAC (a)NAMI CERT 16094.1.oddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:-Yes 01/31/2019 Design Pressure:N/A Installation Instructions Other:See INST 16094.1 for Design Pressure Ratings,any FL16094 R6 II (c)Inst 16094.1.odf additional use limitations,installation instructions and product Verified By: Lyndon F.Schmidt,P.E.43409 particulars. Created by Independent Third Party:Yes Evaluation Reports FL16094 R6 AE (t)Eval 16094.1.odf Created by Independent Third Party:Yes 16094.2 b.Smooth/Wood 6/8 Glazed Fiberglass Double Door Panel with and without Grain/Rustic/Mahogany Series N Sidelites-Inswing/Outswing(XX and OXXO Configurations) Fiberglass Door (Note: Door panel is a wood stiles/composite rails with fiberglass cladding) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16094 R6 C CAC (a)NAMI CERT 16094.2.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/31/2019 Design Pressure:N/A Installation Instructions Other:See INST 16094.2 for Design Pressure Ratings,any FL16094 R6 II (c)Inst 16094.2.odf additional use limitations,installation instructions and product Verified By: Lyndon F.Schmidt,P.E.43409 particulars. Created by Independent Third Party:Yes Evaluation Reports FL16094 R6 AE (c)Eval 36094.2.2df Created by Independent Third Party:Yes 16094.3 c.Smooth/Wood 8'0 Glazed Fiberglass Single Door Panel with and without Grain/Rustic/Mahogany Series N Sidelites-Inswing/Outswing(X,OX or XO and OXO Fiberglass Door Configurations)(Note: Door panel is a wood stiles/composite rails with fiberglass cladding) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16094 R6 C CAC (a)NAMI CERT 16094.3.pddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/31/2019 Design Pressure:N/A Installation Instructions Other:See INST 16094.3 for Design Pressure Ratings,any FL16094 R6 II (c)Inst 16094.3.odf additional use limitations,installation instructions and product Verified By: Lyndon F.Schmidt,P.E.43409 particulars. Created by Independent Third Party:Yes Evaluation Reports FL16094 R6 AE (F)Eval 16094.3.Ddf Created by Independent Third Party:Yes 16094.4 d.Smooth/Wood 8'0 Glazed Fiberglass Double Door Panel with and without Grain/Rustic/Mahogany Series N Sidelites-Inswing/Outswing(XX and OXXO Configurations) Fiberglass Door (Note: Door panel is a wood stiles/composite rails with fiberglass cladding) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16094 R6 C CAC (a)NAMI CERT 16094.4,odP Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/31/2019 Design Pressure:N/A Installation Instructions Other:See INST 16094.4 for Design Pressure Ratings,any FL16094 R6 II (c)Inst 16094.4.odf additional use limitations,installation instructions and product Verified By:Lyndon F.Schmidt,P.E.43409 particulars. Created by Independent Third Party:Yes Evaluation Reports FU6094 R6 AE (c)Eval 16094.4.odf Created by Independent Third Party:Yes 16094.5 6'8 Opaque Fiberglass Single Door Panel with and without Sidelites-Outswing(X,OX or XO and.OXO Configurations) e.Smooth/Wood (Note: Door panel is a wood stiles/composite rails with Grain/Rustic/Mahogany Series N fiberglass cladding) Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes EL16094 R6 C CAC (b)NAMI CERT 16094.5.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/31/2020 Design Pressure:N/A Installation Instructions Other:See INST 16094.5 for Design Pressure Ratings,any FL16094 R6 II (c)Inst 16094.5.pdf additional use limitations,installation instructions and product Verified By: Lyndon F.Schmidt,P.E.43409 particulars. Created by Independent Third Party:Yes Evaluation Reports FL16094 R6 AE (S)Eval 16094.5.odf Created by Independent Third Party:Yes 16094.6 f.Smooth/Wood 6/8 Opaque Fiberglass Double Door Panel with and without Grain/Rustic/Mahogany Series N Sidelites-Outswing(XX and OXXO Configurations)(Note: Fiberglass Door Door panel is a wood stiles/composite rails with fiberglass cladding) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16094 R6 C CAC (b)NAMI CERT 16094 6.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/31/2020 Design Pressure:N/A Installation Instructions Other:See INST 16094.6 for Design Pressure Ratings,any FL16094 R6 II (c)Inst 16094 6.pdf additional use limitations,installation instructions and product Verified By: Lyndon F.Schmidt,P.E.43409 particulars. Created by Independent Third Party:Yes Evaluation Reports FL16094 R6 AE (c)Eval 16094.6,Dd Created by Independent Third Party:Yes 16094.7 g.Smooth/Wood 8'0 Opaque Fiberglass Single Door Panel with and without Grain/Rustic/Mahogany Series N Sidelites-Outswing(X,OX or XO and OXO Configurations) Fiberglass Door (Note:Door panel is a wood stiles/composite rails with fiberglass cladding) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16094 R6 C CAC (b,)NAMI CERT 16094 7 pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/31/2020 Design Pressure:N/A Installation Instructions Other:See INST 16094.7 for Design Pressure Ratings,any FL16094 R6 II (c)Inst 16094 7 1f additional use limitations,installation instructions and product Verified By: Lyndon F.Schmidt,P.E.43409 particulars. Created by Independent Third Party:Yes Evaluation Reports FL16094 R6 AE (c)Eval 16094.7.pdf Created by Independent Third Party:Yes 16094.8 h.Smooth/Wood 8'0 Opaque Fiberglass Double Door Panel with and without Grain/Rustic/Mahogany Series N Sidelites-Outswing(XX and OXXO Configurations)(Note: Fiberglass Door Door panel is a wood stiles/composite rails with fiberglass cladding) Limits of Use Certification Agency_ Certificate Approved for use in HVHZ:Yes FL16094 R6 C CAC (b)NAMI CERT 16094.8.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/31/2020 Design Pressure:N/A Installation Instructions Other:See INST 16094.8 for Design Pressure Ratings,any FL16094 R6 II (c)Inst 16094.8.odf additional use limitations,installation instructions and product Verified By: Lyndon F.Schmidt,P.E.43409 particulars. Created by Independent Third Party:Yes Evaluation Reports FL16094 R6 AE (c)Eval 16094.8.pd Created by Independent Third Party:Yes Back Next Contact Us::2.601 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 dick hem. Product Approval Accepts: ® M 375MAXOVERALL 75"MAX.OVERALL FRAME WIDTH FRAMEWIDTHPlastpro S 3 `�.``�OOA�\,\•;\\ * //��/�4��/,-- - = M 2 5200 W. CENTURY BLVD. FT_ LOS ANGELES, CA 90045 Z , '.�•••'"•• o`�� N' z 3 r s /// 'k�•• \\\\ z o m o 2 ��ir r l {t1� Y S Z v V U.w 0 GLAZED FIBERGLASS SINGLE DOOR ° ° x 3 X 6 ° o o Em o" m �O ° 2 e° 8, GLAZED w/or w/out SIDELiTE(S) u' x = 4 LL a 0-2 w 2 ,a' B ri Cz Inswing/Outswing E cul 'IMPACT" N Z aL F �g Z6 112.5'MAX.OVERALL ¢b A GENERAL NOTES FRAME WIDTH "�� m GCii�. 1. Tho product anchoring drawing has been developed and is in compliance with the 6th Edition(2017)Florida Building Of Code(FBC)structural requirements including the"High Velocity Hurricane Zone'(HVHZ).See the Certification Agency 3 3 u v> eCertificate for sizes,specifications and rating. o l 2 Product anchors shall.be as Usted and spaced as shown on details.Anchor embedment to base material shall be a a a Ebeyond wall dressing or stucco. -1m 3. When used in the'HVHT'thB product comples with Section 1626 of the Florida Building Code and does not require an a z gg 5 F7� impact resistant covering. 8_0 O Z X Q 2 fn a 4. When used.in areas outside of the"HVHT'requldng wind bome debits protection this product with FBC O y ° ^r, z Sections 1609.1.2&R301.21.2 and does not'require.an Impact resistant covering.This product meets missile level"D" = o o and includes Mind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2 2&R301.21.2.1. �w 8g o 5. For2r stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. En _ rr 1 6. Site conditions that deviate from the details of thts.drawing require further engtneedng analysis by a licensed engineer I B St or registered architect. 1 d3 5 i 7. Outswrng configurations uKbtng the high dam si0.(see'Section 5/3),meet water Infiltration requirements for"HVHP..Atl 3 3 3 38 other configurations do not meet the water Infiltration requirements for the•HVHT'and must be installed only In =v non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the s MAX. DESIGN PRESSURE PS o �+ edge of canopy or overhang to stll is less than 45 degrees. � F) e , CONFIGURA170N FRAME TABLE OF CONTENTS DIMENSION POSITIVE NEGATIVE N z �re 12 JD 12 i SHEET d DESCRIPiION X 37.5"x 81.81" +50,0 -50,0 1 Typical elevations,design pressures&.genera notes scmL N.T.S. 5 50wo•BY: JK m 2 Horizontal cross sections XO/OX 75.0"x,81.81" +50.0 -50.0 3 Vertical cross sections s 4 Buck anchoring&bIll of+mate a rc 5 5 kame.anchonng:&gla�ng defads OXO 112.5"x 81.81" +SQ.Q -50,0 ° L 16' FL-16094.1 " c O SHEEP 1 or 5 1-1/4"MIN. 1-1/4"MIN. 1-1/4"MIN. FMB'(rYP) B C INTERIOR EMB.(i1 P.) A C T INTERIOR INTERIOR EMB.(TYP.) In •••sr3n L T ••'D G G sto', Ci * ,0�z a0 ej -Z -n ��� '• \� >>n m • '''���III 1.11 �s�`\\ o°n`u z° .r • Oj• U N.. D ozd H a H `� ° tm �mcw •. .. r. •' • \ J • V � �d maaL� 0 D li 10 •D r E EXTERIOR EXTERIOR M. K EXTERIOR D a � K � v U P..' Cu! 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTIONHORIZONTAL CROSS SECTION U'l oI2 Q Ou swuig s own-ns Wng sim for 2 Out n s own-imw ng s ar y outswl shovm�—ng s or N x 0 2X Buck Conshuction 1X Buck struchon 1X a .kknshuctbn a� P5 K 1-1/4"MIN. o 0 9 1-1/4 "MIN. 'MIN. EMB.(TYP.) T INTERIOR EMB.(TYP.) a a � 1 $ INTERIORC B M M 1 C A m E > L G a • < cz z Ln ` G Z cc D •, �00 0 L E `" z T U EXTERIOR E L EXTERIOR • 12/10/12 = M K WALL N.T.S. 9 g 5 HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION DING.er JK m' 4 HORIZONTAL CROSS SECTION 2�CK-7O-BA�� 2s-r 7 HORIZONTAL CROSS SECflON a«'NO RFs OMM1N0 NO.: \,DO ng own-Inswing smlar Q Ou nCmft ti ngsm ar n 2X Buck Construction 1X Buck Consiructbn F1—16094.1 0 SHEET_,L or 10 aV f- C R:\OientAPIaVpro,Inc PERMANENT\A-Florida Product ApprovaWL-16094 N Serres HVHZ Impact\C-Drawings\R-16094(2017)\FL-16094.14.dwg,3.1 rn 1-1/4'MIN. EMB.(TYP.) M 0 � D w� p v x •o P PD O °v � e � %f> $n 0!; • 70 e n 1114 o_ �O" O q m e torn Z N A m(7 O , 30 A e, oZ R2 v v p ° ° v e• t7 1-1/4°MIN. 1-1/4"MIN. r- to o° EMB.(M.) EMB.(TYP.) 1-1/4-MIN. EMB.(TYP.) rn M W W W A O M n t'1 v AO • 70 O .. tyis v A O � Z rn v 1n W N • O M M v to n 1-1/4°MIN. n EMB.(TYP.) ro ' O y _ Z n w a z m a M ? 1T1 O • M rn >D _ ^ EMB.(TYP.) n . n O • Z . H v t.rO rWf1 - O O Z rn A ' • EMB�(TYP1 `%%-%\*•;PC NAIj�I No.43409 October T4,2017 4 PRODUCT: tbeomw+te PmPorwd By. y 'a Lyndon F. Schmidt / ••'•.!RoRTorti•••G\`��� PLASTPRO INC. P.E. No. 43409 ` \`�� Z FIBERGLASS DOOR //7f II f 1111111 o C, ` y p 2 10 14 17 UPDATE TO 6TH ED. 2017 FBC LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. x Tn I 6 04 T4 LARIFIED INSTALLATION DETAILS LFS IN N NO DATEeY nrAI- Phone No.:5 3033595 REVISIONS CROSS SECTIONS PBPE CA No. ®201 2 R.W.e—D—Cor+eu�Tnr INc. i JAMBS(TYP.) x• •• t ~%M 4•(Yp) 4"(TYP.) (�!! y g * �+:/ � E°n 4"(TYP�P•) >„i° -( ] fill E g o Z op o6 — D I �^ I I `m LLa mda� TYP.HEAD ° MASONRY &JAMBS D I D I I E °z 3 ,w OPENING 3d PP.) _ & HEAD ' _ TYP.HEAD ' 8 JAMBS I &JAMBS ~ 2X BUCK $ (NP,) o z s �� o m in n ^ I ^ I I Q. E BUCK ANCHORING BUCK ANCHORING BUCK ANCHORING X XO/Ox oxo 3 oz z G z 8 o in z � BILL OF MATERIALS E) REM A DESCRIPTION MATERIAL k' A 1 X BUCK(SG>=0.55) WOOD Z B 2X BUCK(SG>=0.55) WOOD CONCRETE ANCHOR NOTES: C 1/4"MAX.SHIM SPACE - 1.SubslttuRon at equal concrete anchors from a different suppller may have different edge dstanceandcenterdlstancetequirements ^o a D 1/4"X 2-3/4"PFH ITW CONCRETE SCREW STEEL o 2.Concrete anchorlocallors at the toners may be adJusted to maintain the min.edge ro m E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE distance to mortar/ohts.Concrete onchorkwations noted ar"MAX.O.C.fTYP.)"mustbe N' z W 301 OR HOLLOW'BLOCK CONFORMING TO ASTM,C90 adjusiedtomainlointhe mfn.edge dstancetomortarJolnts,additional concrete anchors z z maybe requked to ensure the MAKO.C.ITYP.1°dimensfonare not exceeded. DATE 12/10/12 i G 1/4"X 3-3/4"PFH.IIW CONCRETE SCREW STEEL 3.Concrete anchor We: H 3/16"x 3-1/4"PFH TTW CONCRETE SCREW STEEL scALE N.T.S. d ANCHOR ANCHOR MIN MI CLEARANCE f0 MIN GLEARANGETQ. M sr: JK m' s K #9 X 3/4"PFH WOOD SCREW STEEL N L #8 X 3"PFH WOOD SCREW(1-1/7'MIN.EMBEDMENT) STEEL 7YPE ARE EMBEDMENT INASONBYJ DGfi ADlACEM ANCHOR cwt srr: LFS 3 s M #10 X 2-1/2"PFH WOOD SCREW STEEL o t/4• 1•T/P y 4• ot+Axwa No H 1 FINGER JOINTED PINE HEAD&JAMB(SG>=0.42) WOOD TAECOH FL-16094.1 c h sw,r 4 or 5 10 moi- N O"• ••�• ••"•�� N ' JOU h MASONRY MASONRY PANEL(TYP.) MASONRY PANEL(TYP.) JAMBS(TYP.) OPENING (TYP.) OPENING 4.S ) OPENING 4.5°(TYP.) 4„i 4D', z° •O� o m 4S” I 4.5"(TYP.) (TYP-) _ IIr --, J U CO O L 2X BUCK a ..^ (�' 1X BUCK N o E m m o TYP.HEAD " v 4t a u as 9 p o a &JAMBS ` g LL a an d ii 6 t FRAME-\ BUCK L 2X BUCK M E. °z " FRAME G Ix BUCK TMP FRAME-\ G IX BUCK — o° �a v� BUCK TYP.HEAD BACK-TO-BACK^ TYP.HEAD BACK-TO-BACK &JAMBS JAMBS &JAMBS JAMBS BUCK _ _ BUCK _ _ _ _ o o a DTYP. D Dom' �o r xo SILL u SILL ti SILL �v ILE mm �O SEE HINGE SEE LATCH& 0 c DETAIL(TYP.) oo S FRAME ANCHORING FRAME O OHORING DETAILOLSTRIKEJAMB a HINGEJAMB FRAMEANCHORING v X XO/OX 2. L BACK-TO-BACK JAMB 0° E 4'X 4"BUTT _ HARDINARETMIE: HINGE H IX BUCK u a ANUFACTURER MODEL • M 2X BUCK 'M z GLAZING SILICONE a g KNOB: SIGNATURE • � m y $ KWIKSEf DEADBOLT: SIGNATURE SERIES(980) (DOW 995) • 8 3 r0 K S/8'GLASS BITE ODL ALUMINUM BACK-BEDDING SILICONE ? w LTTE FRAME (READISEAL) a n CONCRETE ANCHOR NOTES HINGE DETAIL $� 1.Substitution of equal concrete anchors lions a different supplier may have different edge DR. I'OVERALL GLASS THK. DEADBOLT G distance and center distance requirements. o. � 2 Concrete anchor locations of the comers may be adjusted to matntoks the rNn.edge 1/8'ANNEALED GLASS STRIKE PLATE i, z distance to modarJolnts.Concrete anchorlocations noted as MAX.O.C.(TYP.)°must be 0.090"PVB INTERLAYER(KURARAY) BACK-TO-BACKn v o adjusted to malntoin the min.edge distance to monar)olnfs,additional concrete anchors L JAMB o may be required to ensure the MAX.O.C.TTYP.)"cilmesuton are not exceeded. /8°ANNEALED GLASS H 1 X BUCK o &Concrete anchor fable: 1 o Q AIR SPACE zF 1/8'TEMPERED GLASS M 2X BUCK N_0 0 ANCHOk ANCHOR M1N' MIN CLEARAN6ET0 MIN[LEARANCETO a TYPE SfZE EMBEDMENT MJiSONRYEDGE ADJACENTAN_CHOR.' #8X 1 5"PHSMS ALUMINUM SPACER D DATE 12110112 [Tw i 0 BACK-BEDDING SILICONE SC&E: N.T.S. 6 1/4' 1.1/4' 2' 4' owa ar: JK m' TAPCON (READISEAL) rtw GLIT/NG D IL LATCH STRIKE 2 TAPCON® 3/1V 1.1/4' 3" 1.1/7' Gl PLATE cm BY: LFS WOOD SCREW WrAttATION NOTES: -.0 NO.: tv & 1.Malntaln a mtnlmum 5/8"edge distance,1'end distance,&I•o.c.spacing of LATCH AND DEADBOLT DETAIL FL-16094.1 0 Gwood screws to prevent the spHlrng of wood. SrsEEr 5 OF 5 a t BCIS Home i Log In User Registration Hot Topics Submit Surcharge Stats&Facts i Publications Contact Us i BCIS Site Map { Links Search Florida c` Z USER:Pic Uct ser royal PI CCMVED Product Approval Menu>Product or Application Search>Application List>Application Detail JAN 10 2019 �r+��01.0 .t�' FL# FL15210-R6 Application Type Revision ST. Lucie County, Permitting Cade Version 2017 Application Status Approved Comments Archived 0 F I L E P Y Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 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 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconneil@plastpro.com Category Exterior Doors Subcategory Swif ging`Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer El Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the 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. ED Validation Checklist-Hardcopy Received Certificate of Independence FL15210 R6 COI (a)Certificate of Independence,iL Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R6 Eouiv (a)Equivalency of Standards odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/13/2017 Date Validated 09/18/2017 Date Pending FBC Approval 09/20/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description + -152 10.1--- a:Smooth/Wood Grain/White Wood 6'8"Imp'act"Opaque:Fb`erg Single Door- Grain/Rustic/Mahogany Series O Inswing/Oufswing'(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210 1 odf 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 15210.1 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210 1 IL additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars, 15210.2 b.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(OX or XO;OXO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.2.odf 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 15210.2 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210 2 odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.3 c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(XX;OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.3.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 15210.3 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210 3 odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.4 d.Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door- Grain/Rustic/Mahogany Series O Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15216 R6 II (b)Inst 15210 4 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 15210.4 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210 4 pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.5 e.Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(OX or XO;OXO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210 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 15210.5 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210.5.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.6 f.Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelltes-Inswing/Outswing(XX;OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.6 Idf 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 15210.6 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210.6.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.7 g.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210 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 15210.7 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210 7 odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.8 h.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Outswing(OX or XO;OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.8.odf 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 15210.8 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210.8.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.9 [.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Outswing(XX;OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.9.odf 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 15210.9 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210.9.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.10 j.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.10.odf 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 15210.10 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210 10.Of additional use limitations,Installation instructions and product Created by Independent Third Party:Yes particulars. 15210.11 k.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidel[te or Grain/Rustic/Mahogany Series O Sidelites-Outswing(OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.11.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 15210.11 for Design Pressure Ratings,any FL15210 R6 AE (b)Eva[ 15210.1i.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.12 I.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Outswing(XX;OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b,)Inst 15210.12.Ddf 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 15210.12 for Design Pressure Ratings,any FL35210 R6 AE (b)Eval 15210.12.Zdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.13 m.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Surface Bolts Grain/Rustic/Mahogany Series O -Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R6 II (b)Inst 15210 13.odf 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 15210.13 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210.13.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.14 n.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with Surface Grain/Rustic/Mahogany Series O Bolts on Active Door panel-Outswing(XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.14.Ddf 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 15210.14 for Design Pressure Ratings,any FL15210 R6 AE (b)Eva] 15210.14.pddf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.15 o.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series O WINDSERTT"an operational window insert-Outswing(X- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210,15.Ddf 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 15210.15 for Design Pressure Ratings,any FL15210 R6 AE (b)Eva] 15210.15.odf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacv 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 dick here. Product Approval Accepts: ®®— Credit Catd.:'= Safe 01 a s pro 14 5200 W. ,CENTURY BLVD. Z iz LOS ANGELES, CA 90045 U :Dj 120 37.5Y'MAX.OVERALL Smooth Wood:Grain / White Wood Grain 8 R .:Z' FRAME WIDTH r\ Rustic E. 0 Mahogany Series-0fiberglass Door d E Z INSWING IOUTSWING 5 Vt4 5 ,ImpAcr .2 GENERAL NOTES c7 z 'C� 1 ThIs.product has been evaluated and Is In compliance with the 6th Edition(2017),Flodda Building '3 Code (FBC)structural requirements Including the"High Velocity Hurricane Zone jHVHZj. Z 0 �2 �i M 2. Product anchors shall be as Wed and spaced as shown on details.Anchor embedment to base Q (D M material shall,be beyond wall dressing or stucco. n 3. When used In the"HVHr this product complies with Section 1626 of the Florida Building Code andx 0 does:not recidre an impact resistant covering. ® of a < 4. when used in areas outside.of the"HVHZ"requidng wind borne debris protection,this product > complies with FBC Sections 1609.1.2,&R301.2.12 and'does not require an Impact resistant covering. 0 0 This product meets missile level"Y'and Includes Wind Zone 4 as defined In ASTM'E 1996 and FBC !2 Sections 1609.1.2.2&R30121 al. — co ;Z 5. For 2i(stud construction,anchoring of these,units shall be the same as that shown for2x buck masonry construction. NV) 0 6. Site conditions that.deviate-frorn the details of this drawing require further engineering analysis by a licensed engineer or registered architect. E 'Y 7. Outswing configurations meet water Infiltration requirements for"HVHZ". All other configurations do not-meet the water Infiltration requirements for the"HVHT'and must;be instafled:only In-non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sU[,Is less than 45 degrees. TABLE 0MONTENTS SHEEr# DESCRIPTION SHEEr# DESCRIPnON —77 Masonry)I Typical Bevations,'Design Pressures,&General;Notes Horizontal&Vertical Cross Sections(Dlirect to M a 1DESIGNMR 2 DoorPanel Details 8 3-point lock details CONFIGURA770N FRAME atm 02116112 3 Horizontal,&Vertical Cross Secfions'(2X Buck) 9 TpoTntlockdetalls .DIMENSION SfTIUEN.T.S. 4 Horizontal 7&—Vertical Cross Sections l X,Buck), 10 Buck and frame anchoringyt JK Mrs —5 —Ho-d—zo--n7to�&Vertical Cross Sections,(Direct toTMasonry) 11 Components x 37.5?'x 82.0" +75.0 -75.0 6 Vertical—Cross 12 Bill of materials MWWFF0-- rc See sheets 2 for hardware design,pressure limitations -FL-15210.1 0.4 - EXTERIOR04. U•5' * SBt�L ti a• e" e rN: R11'0 yyZ °n 1. •.• .�; •a•s a s' -' � iV•/`'. Ste- � om to •.� re." SSSfff 1•Illl\\\� z$H o m o y o Z INTERIOR e E z m o 0 CAP(PVC) HINGE STILE(LVL) LATCH STILE JLVLJ TOP RAIL t 5 o a CAP(PVC) (COMP.) 1 �' m a a HORIZONTAL CROSS SECTION ;z 3a' 35.75'MAX O.A. •rIlea WIDTH z$ 2 �•v' o 3 D J d o m � u •�v o 2 O HARDWARErABIE & is Gt ;MANUFACTURER MODE6' PRESSURE IGN' INTERIOR EXTERIOR m 103 KWIKSET KNOB: SIGNATURE SERIES ±75 FOAM CORE DEADBOLT: SIGNATURE SERIES(980) (POLYURETHANE- O KNOB: "f'SERIES(FSl) 13 PCF MIN. 0 0 SCNU►GE ;75 ) ,a•.• N N DFADBOLT: '91"SERIES(660/62) • ' Z X SEE HARDWARE TABLE PAMIX LEVER: n3B SERIES g 75 a ° M DEADBOLT: FD75ERIE5 ± •a . n HOPPE MULTIPOINT LOCK: ULS90003•POINTTONGUE •F 50Nu w FIBERGLASS SKIN n,•, k'k' g SEE HARDWARE TABLE (0.125"MIN.THK.) "p a tl ENDURA MULTIPOINT LOCK: TRILENNIUM5000(3-PT) •T'75 r• i See sheets 5 and 6 for multipoint lock detalls. BOTTOM RAIL-- Z (COMP.) —t N^Z a tH 2 ---02116112 Z DOOR PANEL smE N.T•S. � PlasTpro M.ern JK m TTSarelass 2 VERTICAL CROSS SECTION CNK en U Z DRAM Nat CiN FL-15210.1 a o sit>:r 2 of 12 a _ R:la:[nbVnastpm,Inc PER"SMA-Fonda ProductAppro°MFL-15216 MVMZ Rbetgiass-bnPadOPRua and Gtawd C-Dr2WingM 15210(2017M-15210.1-64 W,3.1 �Z • •D M w"'� • • s • D D 0 D ° D • / • W M 3 n t.ni 10 cL:3 13 W W o•N v I1 ® A CawN V A V W N A N co Q0 0th 4 V zDa n V M N � n M M Q O an x P • r Ste` A - Z W rTl ° +• M ° o .` o M ° �r -2-.v o C) ~ ° Q a �e r— ♦,\\\\\111111!/!!'j 0.151C-SINK f� "`♦`�`C;� •�M,1O fi��''� (TYP) No.43409 EMB. EMB.(fYP.) PRODUCT: Doeummxe Prepared BY: +,,,,� •S1 „♦•. P[hSTPRO INC. Lyndon F. Schmidt �i� �ClsOT`''+ ♦��� FlBERG(ASS DOOR RE No. 43408 I� /ONA3 tG'��♦ i ( tv t/itfi1s BUILDING CONSULTANTS, INC. 2 7 24 17 UPDATE TD iT ED. 2017 FBC JK PART OR ASSEMBLY: IN y N NO-RA CR PM: T(3 5TN E0. 2014 FBC HORIZONTAL k VERTICAL w P.C. Box 230.Vclrlco, FL 33585 GROSS SECTIONS (2X Bt1CK) Phone No.: $13.65 .9197 REVISIONS FBPE CA'No. 9813 0 2016 R.W.BUILDING CC—ULT-75 INC. ii;Wient,,H Stpro,Int PM4AAENTIA-F 4dda ProduCf App0006AR.-35210 NVNZ FibeMlasc-1mPact Opaque and CdazedtC-praWhMA 3:15210{2Di7AK 15210.1-&dwq,4.1 tRt a n cQ0 Omn,s n 15 8 � . Ox� a H V w 3 � Q G A 0 APD V ° u S-*o *D4 0 �A �a 0 3� > a � a 4 m i M o D 0 A fA p. v O� SO! ov o x N V170 v. Y tV v 1-1/4"MN. ����,V EMB.(TYP.i 'Z No.43409 PRODUCT: D-1.11e Prepared!7 •,. vti PULSrPRO INC. Lyndon F. Schmidt FIBERGLASS DOOR P.E No. 43409 i�/ ( �+{it�\�� /rhnitttt� 2 8 BUILDING CONSULTANTS, INC. Na = y O1 7 24 17 UPDATE TO ED: 2017 p x 1q r 1 3 9 f 5 UPDATE TO STTFH EO,- 2014 FBC JK PAR!OR ASSEMBLY:F8C JK NORIZOMAL & P.O. Box 230,Votrtrn, Ft 33s95 Phone No.: 813.859.9147 �N w fv NO DATE REVL510NS BY CROSS SECTIONS iX BUCK) FBPE C.A. No. 9813 201 6 R.W.BUILDl—CC"GULTAN INC. R:101entslPla6lpro,Inc PERMANEKNIA-Florida Product ApptovahAFL-1S210 FIVFIZ Fiberglass-impact Opaque and Glazed\C.DrawhV\PL-15210(2017AFL--15210.14AW,S.1 3 v m 4. a G Rn 7d H r s O r ? •0 � m a N o z 22 22 C- C,3 O (p 4 A �hh n . z ._ ss z a . m v M m A >o g C- 0- 1-1/4pMN. 'AIIIIIIII BAB.{FYP.} 7 %% r1yCF.NB�i'•.� r+, ��No.43409 PRODUCT: DDeurrnnu Pnpare0 9Y: O-PLAS7PRO INC. 4 FIBERGLASS DOOR P.E.No.43 O9 Fdt ,rrrrrr''111y 1�jjiill,, ``+` Z -. BUILDING CONSULTANT'', INC. $ tJ r y rn 2 7124117 17 UPDATE TO 6TH ED. 2017 FEC JK PARE OR ASSEMBLY: p fi to 1 3 8 15 UPRATE To 5TH ER 2014 FSC JK �/j�P.O. Box 236.Va{rico, FL 33585 IV NO DATE NORtZONt 8t VERTICAL CROSS Phone No.: 813.859.9197 REVISIONS SECTIONS DIRECT TO MASONRI� FBpE CA No 9813 41i 201 6 R.W.BUILDING CONOULTA O IND. R:tC6erft�Kastpm,Inc PERMANENTIA-Florida R educt ApprwalsV1-15210 HVHZ Fiberglass-Impact Opaque and GlazedlC-DrewhgsVI-15210(2017)XR-15210.1-64",6.1 7m0 ° d O O Q r 0 O N �T n a ° ,v z c Z • M A A_ c O v'• ° N M W co W v A T ° • C O•N ° ° M 0 9 Pa ° >n D r- 9 ° D� e 940 aE ° Z A ° C .'O z N o ° 2 M 1-1/4"MIN. EMB.(TYP.) e: P W n A S A 7 r m A ° ° �0 N M ° 0 ° z e °. t1D o 0. 72jf No.43409 Q PRODUCT: D- t.Prepared W. `. F� PLASTPRO INC. Lyndon F. Schmidt ��i R � �� I°f 3 N FIBERGLASS DOOR P.E. No. 43409 ���i7Ij�IYAL•;,``��• p/ltilltt R n t— y 2 7 24 17 UPDATE TO 6TH ED. 2017 FEC JK PART OR ASSEMBLY: CQ BUILDING CONSULTANTS, INC. x in 1 J 9 15 LIPOATE TO 5TH ED. 2014 FEC JK ./�,�/��P.O. Box 230, Valrlec, FL 33595 IN ro NO DATE M SECTIONS ((TTHRESHW.DS) vv Phone No.:-813.659.9197 REVISIONS FBPE CA No. 9813 0 201 5 R.W.BUT—No CoNSULTAN INC. MAX. MAX. .. ..L Q MMIN. p MIN, C N.. E ?mo° 40 "� maa� EXTERIOR IMERiOR EXiERiOR {NTERiOR a F a �Z S VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION a 7 Shown Direct to Masonry 7 Shown pirect to MasonrY z$ Outvft oniyw/4-4/16 jamb Outswing only w/64/i flomb {{� @S J 42i 6 �` V n.ta N i C 1 7 C C i C a z z2 � Ev INTERIOR "lit N N vp n AO OZ IMOR a Ep t-1/4"MIN. ° M M EMB.(TYF.) � n Nm4 E ' t7MI0 R EXTERIOR E N - 1-tl4"MlM. 1-1l4 MIN. M S-ltd`MIN. rm 02116112 z" EMB.OW.) EMB,(TYP.) EMB.(TYP.) stria: N.T.S. ° i HORti{7NTAL CROSS SECTION 2 HORIZONTAL CROSS SECtJON 3 HORIZONTAL CROSS SECTION A HORIZONTAL CROSS SECTION �w� JK m g 7 Shown Direct to Mason Shown Direct to Mason 7 Shown Direct to tJ�oso 7 St3wn Direct to Masor�+)amb �ft U $$ Outswi only wt 4-411 jamb Outswing onlyw/6 4/i6YJamb Outswing only 6 4/16 IIRAWWO xa N ng Y Oulming only w/4-4!16 jamb Ft.-15210.1 � -_L2 a Inc PERMANENPA•Rorlda Product AppWalS\FL-I5210 KVHZ RbwgIass-Impact OpaqUe and Man=-DrwingsXR-15210(2017AFL-15210-1-6.&A9,6.1 z > OVERALL HEIGHT HANDLE HEIGHT O z 0 m 10.01f 0,04, C7 1 4.63 3.67 0.1 r =c n 8.8T o C= 0 0 ro M S2 ;-c Q �0 05 z 0 0 0 0 0 0 3.61"-� IF 4&07' ...... NO. Z • PRODUCT: occum."P.. ebm 9—.W. Schmidt el-vi ....... PLASTPRO INC. Lydon F. P.F- No. 43409 I nBERmAss DOOR BUILDING CONSULTANTr, INC, tn;00 �II IV L M, .q� 2 7124117 UPDATE TO 6TH ED. (2017TFBO JK PART OR ASSEMBLY: 319t* UPDATE TO M ED. (2014) FBC JK I 3-POINT LOCK DETAILS CR w P.O. Box 230. Voldco, FL 33595 DATE Fry I P'honoNo.. 813.669.9197 REVISIONS FBPE CA No. 9813 ID 261 2 R.W.BUIL—G CCMS.LTA INC. P:%CJenMftstp+o.Inc PERMANENT%A-RMda Product APMMMFL-15210 HVHZ Fiberglass-Impact Opaque and GWZedlC-Drawingsv:L-15210(20M%fL-I5210.1-6.dwg.9.1 O ca c O rl z �c 5}3 a p e e ® e N � O T X SC Oi=ii C C -7O<y0 0 0 i 1'• N O O V p� m O r 24.25 23.(r 15.0' 01111 SCF11yj0,,���' No.43608 $ Q PRODUCT: Do—n.Ms PnO.r.d By: IreBL4SD'DONFIaE F7ERGLAS ''•� �'•t�•1•o..r.a.o..*.. a�tO v t11 . `;`,`.��• N ` y 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEJABLY: (,Dp BUILDING CONSULTANTS. INC. 1 319115 UPDATE TO 5TH E0. 2014 FBC JK 3–POINT LOCK DETAILS VV P.O. Box 230.Valrtoo. FL 33595 N NO DATE gy vv Phone No- 813.559.9197 REVISIONS FBPE C.A. No. 9813 {�2012 Q.W.DvrLarNa as NSULTANT9 IHC. 4" 4-9/16"JAMB F DIRECTTOMASONRY JAMB(IYP.) (TP) (SEE SHEEP 7) .• • ° °• 61 (n'P•)rT C E` SEE HINGE BUCK L 2X ',III sit',` 10 za D TYP.HEAD DETAIL(TYP.) ;; 0�z°d 8:JAMBS o G 1X BUCK u 4-2. o a q MASONRY7 DIRECT RY eo � 5. MASONRY D MASONRY M � � � �a 'm a a� o .OPENING OPENING TYPHEAD c i 0 &JAMBS 3t a FRAME _ � a z 0 x 2X BUCK ..� 4-9/16"JAMB M O zg 2X BUCK —6.9/16"JAMB N &`� m DIRECT M O "' MASONRY etz — JAMB(TYP.) — I cc o Y (SEE SHEET 7) � � U m o� '° ADA SILL • r ONLY v N N BUCKANCHORING SMKEJAMB FRAMEANCHORING HINGEJAMB B B 0 Masonry construction COtrCRETEANCHORNo7ES: DIRECT TO oa 1.Concrete anchor focafiom of Phe comers may be adjusted to maintain the min. $ edge distance to nrodar/oMh DIRECT TO MASONRY'4F DIRECTTO 2 Concrete anchorfocationsnoted as MAXONCEMER'.mudbeadluatedto M MASONRY MASONRY M maintain the Mn.edge distance to modarloints,addiffonal concrete anchors 28 IX BUCK z maybe rewired to ensure the•MAxONCENiEFt"dlmensbnare not exceeded G 1X BUCK BUCK 1X BUCK G 9 a� 3 Concrete anchor table ANCNAR ANtHOR J411N MIN CLEARANCE .MIN CLEARANCE 2X BUCK 58 58 2%BUCK 2X BUCK L A [O MASONRY iO..APlACEN1�; S TYPE. SISE? EMB�DMEM HlGE .. iWCHOR 1XBUCK 11 DIRECTTO w zTAPCON° 1/4' 1-114' r 4' M MASONRY 11 DAM 02116112 zo ELCO DIRECTTO 11 sauc N.T.S. ULT ACON 114• 1-114" 1" r MASONRY G 1XBUCK rnra.ae JK m e TA .,v 3/16• 1.114' AssxowN 1-lir 27 5g 2X BUCK cwcer LFS a 1,WOOD SCREW INAAUATtON NOTFS: LATCH a DEADBOLTDEiAII HINGEWAIL HINGE DETAIL WrAVAW No_ a Maintain a min4num 5/8•edge distance,L'end distance.a t•o.c.spocing of FL-15210.1 H wood scromtoprevent the spitting ofwood. Inswing OuWng SHEET 10 OF IL N — Q d R:lQients\Plastpro,Inc PERMANERT�h-Honda Prod Approvals\ft-15210 WK Fber&ss-Impact OPOWe and QzediC-DrawhgAFt-15210(2017W-WI0A-6.dwp;11.1 1.4" r1.25" 00 0 ow• '�' '�`' o cX H O H 5� D of 0 .25° 1.5" Sir 1.75 go go o: a O.ss V F-- a We ... C a o.� �a 0.93T 0.75' ar to sn a 1llllll�lslyih/�ttt No.43409 - Y-t.t — PRODUCE Dowmonb Prepamd Sr.-1%0 F PLASTPRO INC. Lyndon F. 5ohmldt FIBERGLASS DOOR P.E. No. 43408 tjq�4NALllp�� 0 t, 2 7 24 77 UPDATE TO 6TN ED. 2017 FBC JK PARI OR ASSEMBLY. G� BUILDING CONSULTANTS. INC. �.. p � lA r 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK t/t. P.O. Box 230, Veirtoo, FL 33595 IN -- ro ND DATEiq COMPONENTS Phone No.- 813.659.9197 REVISIONS FBPE C.A. No. 9813 2012 R.W.SUItCINQ CDK TANTS INu. BILL OF MATERIALS 1���• 1,� fiEM i OESCRIPIfON MAiERUI sA 1X BUCK SG>=0.55 WOOD8 2X BUCK SG>=0.55 WOODC 1/4"MAX.SHIM SPACED 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEELMASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI ��� � 0m z° E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE ; _ G 3/16"x 3 1/4"PFH ITW CONCRETE SCREW STEEL \ v g E°' 5 m m a I 1/4"X 113/4"PFH ELCO OR ITW CONCRETE SCREW STEEL V of$ R t a J 1/4"X 3.3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL LL d °°a K 114'X 2-1/4"ITW CONCRETE SCREW STEEL o a L #10 X 2-1/7'PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL W M 3/16!'X 2-1/4"If W CONCRETE SCREW SEL o d N 3/16"X 2-3/,fITW CONCRETE SCREW STEEL P 1/4"X 2-1/4"PFH ELCO CONCRETE SCREW STEEL 1 POLY FIBER JAMB COMP./VINYLo 92 FINGER JOINTED PINE FRAME WOOD i$ 7 WEATHERSTRIP FOAM o 9 8 DOOR BOTTOM SWEEP VINYL m 9 4"X 4"BUTT HINGE STEELS o 11 #9 X 3/4",PFH WOOD SCREW STEEL am =122 3 POINT'TONGUE'MULTIPOINT LOCKSET(Mfg.BY HOPPE) STEEL 91 Ez w m 23 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM( STEEL 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL & g 27 LATCH STRIKE PLATE STEEL n 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL »m E 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD e 31 OUTSWING THRESHOLD ALUM/WOOD ^ 32 OUTSWING THRESHOLD AWM/WOOD N N 33 OUTSWING THRESHOLD ALUM/COMP z 34 OUTSWING THRESHOLD ALUM/WOOD 8 8 Ln 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP $ 40 'DOOR.PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS n 55 #10 X 1-1/7'PFH SCREW STEEL 57 BACKING PLATE STEEL 58 #8 X T PFH WS STEEL m 60 1 MULTIPOINT STRIKE PLATE STEEL m 62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEEL "' z1 o° DAM 02116112 i Swm N.T.S. 9 D"•Ff.- JK m' CHk W. LFS 3 ORWM NO- FL-15210.1 " 'JNFtl JZ OF N a � a BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts } Publications Contact Us BCIS Site Map Links j Search Wda aProduct Approval USER:Public User p.TMz:{t.+-ice RECE ------ Product Aoorovai Menu>Product or Application Search>Application List>Application Detail ttK r FL# FL17548-R2 JAN 10 2019 Application Type Affirmation Code Version 2017 Application Status Approved ST. Lucie County, Permitting Comments Archived i] Product Manufacturer Viwinco Inc. COPY Address/Phone/Email P.O.Box 4999 , p[q®� Morgantown,P 9543 (610)286-8884 skevgas@viwinco.com Authorized Signature Scott Kevgas SKevgas@viwinco.com Technical Representative Scott Kevgas Address/Phone/Email PO Box 499 Morgantown,PA 19543 (610)286-8884 Ext 1222 skevgas@viwinco.com Quality Assurance Representative Kim Hammerschmidt Address/Phone/Email 851 hemlock road morgantown,PA 19543 (610)286-8884 khammerschmidt@viwinco.com Category Windows Subcategory �Ca ment, Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Keystone Certifications,Inc. Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2005 Equivalence of Product Standards Certified By 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 0Yes 0No nN/A 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 FL# Model,Number or Name Description 17548.1 S-Series/OceanView Impact Oceanview Impact Casement-36"x72" Casement Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FI R2 C CAC 464-233CAR.pd Approved for use outside HVHZ:Yes FI R2 C CAC 464-480CAR.Ddf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+50.0/-50.0 08/10/2019 Other:Exterior glazed against a bead of Dow InstaGlaze Installation Instructions silicone and secured with vinyl dual durometer wedged glazing Ft R2 11 Q8-02940,12d beads. Verified By:Luis Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FL17548 R2 AE 513770.pd Created by Independent Third Party:Yes 17548.2 S-Series Outswing Casement S-Series Outswing Casement Non-Impact 36"x 72" Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FI R2 C.CAC 464-480CAR.12df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/04/2019 Design Pressure:+65/-65 Installation Instructions Other: FI R2 1108-02572-od Verified By:Luis Roberto Lomas P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL17548 R2 AE 36 x 72 Outswing Casement 513351,i)d Created by Independent Third Party:Yes Sack Next Contact us::2601 Blair Stone Road.Tallahassee Fl.32399 Phone:850-487-182 The State of Florida is an AA/EEO employer.Copyright 2007-2013atate of FLorida,::Privacy Statement*;Accessibility State 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 ernaits provided may be used for official communication with the licensee.However email addresses are public record.It 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 hg-m—. Product Approval Accepts: fig M E Qredit*Card sme", :REVISIONS 'REV 'DESCRIPTION DATE -APPROVED NOTES: 15..FOR:ANCHORING THROUGH 'FRAME.INTO WOOD'FRAMING :OR 2X'BUCK USE #1.0'WOOD 1. THE 1PRODUCT SHOWN 'HEREIN '•IS DESIGNED AND MANUFACTURED TO(COMPLY'WITH SCREWS'.WITH'SUFFICIENT :LENGTH TO ACHIEVE A 1 3/8"'MINIMUM EMBEDMENT INTO REQUIREMENTS A THE O-FLORIDA OPENING CODE.' SUBSTRATE. 'LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION:DETAILS. 2. WOOD FRAMING AND ,MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.:FRAMING AND.MASONRY OPENING 'IS THE 16. FOR 'ANCHORING'THROUGH :FRAME INTO MASONRY/CONCRETE USE 3%16" TAPCONS WITH RESPONSIBILITY'OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT'L'ENGTH '.TO ACHIEVE.A 1 1/4" MINIMUM EMBEDMENT'INTO SUBSTRATE WITH 2 3, 1X BUCK OVER 'MASONRY/CONCRETE;IS+OPTIONAL. 1/2" 'MINIMUM `EDGE DISTANCE. LOCATE ANCHORS AS .SHOWN IN 'ELEVATIONS AND 4. WHERE SHIM OR BUCK THICKNESS.IS;LESS THAN 1=1/2" WINDOW UNITS MUST;BE INSTALLATION 'DETAILS. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURERS PUBLISHED 17."FOR ANCHORING THROUGH ',FRAME INTO 'METAL STRUCTURE USE #10 SMS OR-SELF INSTALLATION 1NSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED 'DIRECTLY INTO DRILLING SCREWS .WITH 'SUFFICIENT LENGTH TO ACHIEVE 3 THREADS:MINIMUM BEYOND MASONRY„ 'CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND :INSTALLATION 5. 'WHERE WOOD BUCK THICKNESS IS .1-1/2" OR 'GREATER, BUCK 'SHALL:BE SECURELY DETAILS. FASTENED TO MASONRY, ,CONCRETE OR OTHER STRUCTURAL SUBSTRATE WINDOW'UNITS MAY 18. ALL 'FASTENERS TO 'BE CORROSION RESISTANT. BE ANCHORED THROUGH FRAME'TO SECURED WOOD BUCK IN ACCORDANCE WITH 19. INSTALLATION ANCHORS SHALL BE .INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S 'PUBLISHED 'INSTALLATION INSTRUCTIONS. MANUFACTURER'S•INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT,BE USED IN z6. WHERE 1X'BUCK IS -NOT USED DISSIMII:AR MATERIALS MUST BE SEPARATED WITH APPROVED -SUBSTRATES ,WITH 'STRENGTHS LESS THAN THE:MINIMUM 'STRENGTH SPECIFIED BELOW: COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF A.WOOD - MINIMUM SPECIFIC GRAVITY'OF G=0.42 B.CONCRETE: 'MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. THE ARCHITECT OR ENGINEER OF RECORD. C.MASONRY: HOLLOW/FILLED BLOCK 'PER ASTM C90'WITH Fm=2,000PSI MINIMUM. 7. BUCKS SHALL EXTEND 'BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS 'D.METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 PROVIDED. FU=30KSI .048" 'THICK MINIMUM 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 1/1'6" 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 IS 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 1/2" .MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE 'ANCHORS AS SHOWN IN,ELEVATIONS AND INSTALLATION DETAILS. SIGNED:0810512016 VIWINCO, 'INC. MORGANTOWN BUSINESS +PARK, P.O. BOX 499 \\\\�S,R'..10�j7�/ice MORGANTOWN, PA 19543 `NV ',rEN TABLE OF CONTENTS OCEANVIEW 'IMPACT CASEMENT +fir• .' p' 8 *. SHEET N0: DESCRIPTION 36" X 72" ,o N NOTES p T t ;NOTES :DRAWN: . AWGN0. REY. � �<IC� Q`�•��!\ 0R2 'ELEVATIONS N.G. 10,• 3 .6 INSTALLATION i.DEfAILS s-E MS. ;'oarE 08%04/98 08-02940 sEEr1 OF 6 1NAClilt ��G�\\\ ' REVISIONS ' 36" MAX. FRAME WIDTH 36" MAX. FRAME WIDTH REV., DESCR[PnON DATE APPROVED 12., 3"'MAX. —= MAX. :3" .MAX 6" MAX.'' 6"'MAX. 3" MAX. 6" MAX. 12 MAX —� —� 14"'MAX C. 72" 72" MAX. MAX. FRAME FRAME HEIGHT HEIGHT 3 71.8" 3/32" ANN. 1/8 TEMP. .090" PVB BY KURARAY INTERIOR 3/32" ANN. U—SHAPED EXTERIOR I STEEL-SPACER SYSTEM STRUCTURAL �� r" MAX. 1/2"B SEALANT 3" M- I Li S-SERIES OCEANVIEWrCASEMENT S-SERIES OCEANVIEW CASEMENT SETTING BLOCK EXTERIOR:VIEW EXTERIOR.VIEW GLAZING DETAIL FIN INSTALLATION FRAME,INSTALLATION DESIGN iPRESSURE RATING IMPACTRATING f50.OPSF LARGE MISSILE IMPACT MISSILE,LEVELD,WIND ZONE 3 NOTES: 2. SASH MAXIMUM SIZE: 33" X 69" 3. SASH'MAXIMUM D.L.O." 29 1/2" X 65 3/4" SIGNED:08/05/201'6 4. (2) 1/4" DIAMETER WEEP HOLE AT 3" FROM EACH END OF BOTTOM RAIL. HARDWARESCHEDULE VIWWCO, INC. � A. (1)'ROTO CRANK OPERATOR'ATSILL31"FROM'JAMg MORGANTOMORGANTOWN, PA 195 3 BOX 499 \`NNZ-�\ EN.� ?ii R iL' /j B. 1 MULTI-POINTiLOCKAT'LOCKJAMB.9'.1%2",FROMSILL_ `v��G S�gif+ C. 2,DOUBLEBARHINGE AT:VENTTOP`AND'BOTTOM RAILS OCEANVIEW ,IMPACT CASEMENT ` ST E *- D. (2).SNUBBER-AT HINGE STILE-2P FROM EACH END " 36".:X 72" jr ELEVATIONS E.:EXTRUDEDALUMINUMREINFORCEMENT 10300091'ATVENT,STILES P. AT OF F. EXTRUDED'ALUMINUMREINFORCEMENT4220)ATVENTSTILE`AND,RAILS i 'DRAWN: DWC•N0. . REV �0Prss •.'c�pR10P•� �� H.'EXTRUDED:ALUMINUMREINFORCENIENT"4303 ATFRAMA MBS AND saaE;NTS" °^TE:08/04/1'.6 08 s0HEEr2•0 DF i6 '//a /0iltA1i1\6\�`_. REVISIONS 'REV DESCRIPTION DATE 'APPROVED 1/2" MIN. EDGE DISTANCE 'WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8" MIN. ,EMBEDMENT C� I ❑ d 3/,8 MIN. 1/4" MAX. BACKER , T ROD tf4" MAX EMBEDMENT SHIM SPACE & APPROVED SHIM SPACE `SEALANT INTERIOR 1/2"'MIN. 7 JE_ n X10 WOOD SCREW EDGE DISTANCE' �f"L71 J IUI #10 WOOD SCREW p WOOD FRAMING a F EXTERIOR INTERIOR OR 2X BUCK BY OTHERS BACKER ROD & APPROVED EXTERIOR SEALANT #10 WOOD SCREW JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION BACKER .ROD •1/4" MAX & APPROVED SEALANT SHIM SPACE WOOD FRAMING 1 3/8" MIN. OR 2X BUCK EMBEDMENT BY OTHERS t 1./2" MIN — —'� EDGE DISTANCE SIGNED:08/05/2016 VERTICAL.CROSS SECTION WOOD FRAMING OR 2X BUCK..INSTALLATION VIWINCO, :INC. MORGANTOWN .BUSINESS PARK, A.O. ,BOX 499 NN \ MORGANTOWN•, AA 19543 v•y\C:ENS.9t!'�� r OCEANVIEW 'IMPACT CASEMENT NOTES: 36" :X '72" 1.,1NTERIORANDEXTERIOR:FINISHES,'BYOTHERS, FRAME lNSTAL`LATlON DETAILS ��a TATk,� NOTSHOWNFOACLARITY 2.:PERIMETERANDJOINTSEALANTBYOTHERS'TORE DRAWN: DWG,NO. REV �j,' ,•,OR19.���\ DESIGNEDINACCORDANCEWITH ASTM E2112 SC7SE+ DATE; 08 oz�sao !i,/S�0NAt .NTS. 08/04/:Y6. 3':OF.:6� REVISIONS DESCRIPTION DATE APPROVED 3/4" MIN. EDGE ,DISTANCE METAL STRUCTURE IBY OTHERS 1/4"WAX. SHIM SPACE 1/4":MAX. � APPROVED O O r SHIM SPACE_ y I INTERIOR SEALANT 3/4".MIN. ❑ -- EDGE DISTANCE ��� S L SMS OR SELF DRILLING SCREW #10 SMS OR Il SELF.DRILLING SCREWS p METAL STRUCTURE a BY OTHERS EXTERIOR INTERIOR BACKER ROD EXTERIOR & APPROVED SEALANT u JAMB'INSTALLATION DETAIL u METAL STRUCTURE INSTALLATION -#10'.SMS OR BACKER ROD SELF DRILLING & APPROVED SCREW SEALANT 1/4" MAX. 0 SHIM SPACE METAL STRUCTURE BY OTHERS MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE'INSTALLATION SIGNED:08/05/2016 VIINCO', INC. MORGANTOWN 'BUSINESSS PARK, P.O. BOX 499 �NN�J\ 4 I�1r0.1t/z MORGgNTOWN tP.A.'.t9543 `y••��GE'Ns�'9s�� OCEANVIEW�IMP.ACT CASEMENT fir%. 'NOTES: 0 6. 4.INTERIOR AND EXTERIOR'FINISHES,BY.,OTHERS, 36," X .72" NOTSHOWN'FORCLARITY. FRAME INSTALLATION DETAILSjpT Ar 2.PERIMETER AND JOINT SEALANT BY OTHERS.TO'BE REV 0-7- ( P•' � DESIGNED,INACCORDANCE WITH ASTM E2112 oanwN: Dwc No. �(� • ORIS.. ' j scALE,NTS DATE 108/04/1.6 :08-02940 ., .OF,6.. Ar 'REVISIONS REV DESCRIPTION mm ,APPROVED 2 1/2" MIN. EDGE DISTANCE 'CONCRETE/MASONRY b BY OTHERS a 1 1/4"+MIN. 41 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK ° ' ° ° ° ° ' °,4, " EMBEDMENT SEE NOTES 3 — 7 ° SHEET 1 T CONCRETE/MASONRY 'BY OTHERS s ❑ OPTIONAL 1X BUCK c 1/4" 'MAX. BACKER ROD SEE'NOTES 3 — 7 e° SHIM SPACE & APPROVED 1/4- MAX. SHEET 1 0. SEALANT SHIM SPACE , 3/.1,6" TAPCON 3/16" TAPCON INTERIOR MIN. CD EDGE EXTERIOR INTERIOR DISTANCE 0 BACKER ROD EXTERIOR & APPROVED SEALANT BACKER ROD Q & APPROVED 3/16" TAPCON JAMB.INSTALLATIOMDETAIL SEALANT CONCRETE/MASONRY INSTALLATION OPTIONAL 1X BUCK 1/4" MAX. SEE NOTE 3 — 7SHIM SHIM SPACE SHEET 1 NOTES: 1.,INTERIOR AND'EXTERIOR FINISHES,BY OTHERS, CONCRETE/MASONRY l NOT SHOWN,FOR CLARITY. BY OTHERS ° 4' ° 4 ° 2.PER/METER AND JOINTSEALANTBYOTHERS TO''BE 1 1/4 ,MIN. DESIGNED'W ACCORDANCE WITH ASTM E2112 a° EMBEDMENT 4 ° SIGNED:0810512016 ' VIWINCO, INC. ����►1ullh�� 2 1/2" MIN. MORGANTOWN BUSINESS PARK, P.O. BOX d99 ��\\\5,R' L�.r,���i EDGE DISTANCE MORGANTOWN, IPA 19543 `wJ.• GE'NS�9�i� . VERTICAL CROSS SECTION OCEANVIEW IMPACT-CASEMENT *�' p g, CONCRETE/MASONRY.INSTALLATION 36" X ION SOY TATE.OFygf -FRAME INSTALLATION .DETAILS oo i ..R p, DRAWN:lN OWC.NO. 'REV // •ZORI�• \�\Z scuE tNTS onrE.08%04/1.6 os so�s�'oF s — NA 1 . 'REVISIONS - 'REV -DESCRIPTION DATE ,APPROVED 1 1/2"'MIN. 'EMBEDMENT #6 W000 WOOD SCREWFRAMING :BY OTHERS 1/4",MAX. _F SHIM 'SPACE 3/8" MIN j EDGE DISTANCE WOOD FRAMING 1/4" MAX BY OTHERS �� SHIM SPACE • INTERIOR U� 1 1/2" MIN. EMBEDMENT EXTERIOR INTERIOR p � #6 WOOD SCREW 3/8" MIN a EDGE DISTANCE EXTERIOR JAMB:INSTALLATION,DETAIL WOOD FRAMING OR 2X BUCK-INSTALLATION 1/4" MAX O _ SHIM SPACE NOTES., 1..INTERIORAND'EXTERIOR FINISHEAVY OTHERS, 3/8" MIN r NOT SHOWNFOR.CLARITY. EDGE DISTANCE 2.PERIMETER AND JOINTSEALANTBY OTHERS To BE #6 WOOD WOOD DESIGNEDINACCORDANCE WITHASTM E2112 SCREW I FRAMING 1 1/2" 'MIN. BY OTHERS EMBEDMENT SIGNED:0810512016 VERTICAL CROSS SECTION VNINCO, ZINC. WOOD'FRAMING'OR 2X BUCK INSTALLATION MORGANTOWN BUSINESS PARK, P.O. BOX 499 \���5 R LD�jY�/�� MORGANTOWN, :PA 19543 vJ��r,'ENs�'9s! OCEANVIEW,'IMPACT CASEMENT �.*• 36" X 72" '. TAT 6E"OF FIN INSTALLATION 'DETAILS [.�q RAWN: DWG.NO. �w'•.�(' P.•: \ 'G: 08-02940 _ i��Ss� �\`ALEi DATE snEEr NAL` ��\�. - NTS 08/04/,116 6.-OF. 6 s 1 rt y S the BCIS Home i Log In User Registration i Hot Topics Submit Surcharge ! Stats&Facts Publications Contact Us I BCIS Site Map Links I Search a r Product Approval I USER:Public User lb Product Approval Menu>Product or Application Search>Application List>Application Detail �.: RECEIVED >L° "'ja'r tr f FL# FL17547-R3 µ Application Type Affirmation Code Version 2017 JAN 10 2019 Application Status Approved ST. Lucie County, Permitting Comments Archived ❑ Product Manufacturer Viwinco Inc. Address/Phone/Email P.O.Box 499 Morgantown,PA 19543 (610)286-8884 skevgas@viwinco c I L Authorized Signature Scott Kevgas SKevgas@viwinco.com Technical Representative Stacia Salada Address/Phone/Email PO Box 499 Morgantown,PA 19543 (610)286-8105 ssalada@viwinco.com Quality Assurance Representative Joseph Bollinger Address/Phone/Email PO Box 499 Morgantown,PA 19543 (610)286-8884 Ext 1202 jbollinger@viwinco.com Category Windows Subcategory A iiig:y1 Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Keystone Certifications,Inc. Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2005 Equivalence of Product Standards Certified By 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. Documentation4rom approved Evaluation or Validation Entity OYes ONo ON/A 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 FL# Model,Number or Name Description 17547.1 Oceanview Awning Oceanview Awning-Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17547 R3 C CAC 464-235.o Approved for use outside HVHZ:Yes Ft 17547 R3 C CAC 464-434.2d Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+50.0/-50.0 05/23/2019 Other: Installation Instructions FL17547 R3 .11,,08-02845.12 Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports F117547 R3 AE 513644.Ddf Created by Independent Third Party:Yes 17547.2 S-Series Awning S-Series Awning Non-Impact 60"x 36" Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17547 R3 C CAC 464-434,0 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/23/2019 Design Pressure:+751-75 Installation Instructions Other: FL17547 &3_11 60 x 36 Avming dwg 08-02571 odf Verified By:Luis Roberto Lomas P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL17547 R3 AE 513350.Ddf Created by Independent Third Party:Yes Back Next ontactIds::2601 Blair Stone Road Tallahassee Fl.32399 Phone,850-487-1824 The State of Florida is an WEED employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement:c 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 dick here_ Product Approval Accepts: ® RE 99 M Credit Card REVISIONS REV DESCRIPTION DATE APPROVED NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INSTALLATION DETAILS. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 18. ALL FASTENERS TO BE CORROSION RESISTANT. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). THE ARCHITECT OR ENGINEER OF RECORD. D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM 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, SEE SHEET 2 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED: 11/16/2015 VIWINCO, INC. 0+luuril� MORGANTOWN BUSINESS PARK, P.O. BOX 499 `�N%X CE ,0 7�/��� MORGANTOWN, PA 19543 `v�.�� .,q 9p i- TABLE OF CONTENTS S-SERIES AWNING *• p,;$ 6�' .= SHEET NO. DESCRIPTION 60" X 36" - IMPACT NOTES r-1•; STATE OIF ty 1 NOTES DRAWN: DWG NO. REV . •'A� P•• ' OR 2 ELEVATION & GLASS DETAILS 3 6 INSTALLATION DETAILSSSE NTS oArE 11/13/15 08 SHEET 6 ,',/,ss�OIIlA11��aG\`\ Ar REVISIONS REV DESCRIPTION DATE APPROVED 60" MAX. FRAME WIDTH 60" MAX. FRAME WIDTH 3" MAX. MAX?D.C. 3" MAX. 6" MAX. 160 C AX 6" MAX. 3" MAX. 6"+MAX. 12" MAX 36.. MAX. / / 12" MAX MAX.FRAME / -1 HEI HT D.C. HE FAME I IV III 3" MAX. 6" MAX. S-SERIES AWNING CAMBRIDGEAWNING - � EXTERIOR VIEW EXTERIOR VIEW FIN INSTALLATION FRAME INSTALLATION DESIGN PRESSURE RATING IMPACT RATING t50.OPSF LARGE MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 7/8" NOTES: 3/32" ANN 1/8" TEMP 1. MAXIMUM D.L.O.: 53 1/2" X 29 1/4" .090" PVB BY DUPONT 2. (2) 1/4" DIAMETER WEEP HOLE LOCATED 3" FROM 3/32" ANN EACH END AT BOTTOM RAIL. SIGNED: 11/16/2015 EXTERIOR Hr HARDWARESCHEDULE INTERIOR VIWINCO, INC. A. (1)ROTO CRANK OPERATOR AT MIDSPAN OF SILL MORGANTOWN BUSINESS PARK, P.O. BOX 499 B. 2 SINGLE BAR HINGE ATTOP OF EACH VENT STILE � MORGANTOWN, PA 19543 C. (2)LATCH AT8"UP FROM SILL OF STILES 1/2" BITE = v F• S—SERIES AWNING �1k• �A 0 ' 6 •*_: D. 2 SNUBBERATI9"FROM EACH END OFVENTTOPRAIL 60" X 36" — IMPACT E. ALUMINUM REINFORCEMENT 103000091 ATTOP RAIL OF VENT ELEVATIONS ��• TRW SETTING BLOCK GLAZING DETAIL �0• A, .qtr F. ALUMINUMREINFORCEMENT 4220 AT ALL MEMBERS OF VENT DRAWN: DWG NO. REv i'�► (OR10P•�C�� G.JALUMINUM REINFORCEMENT 10202004 ATJAMBS N.G. 08-02845 — / S••"''r1 H. ALUMINUM REINFORCEMENT 4303)AT-HEAD,SILLANDJAMBS ScALLE NTS DATE 11/13/15 SHEEf2 OF 6 ��//�j NAL1 \���� REVISIONS REV DESCRIPTION DATE APPROVED 7/16" MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8" MIN. EMBEDMENT 1 3/8" MIN. 1/4" MAX. BACKER ROD & APPROVED a /1 4 MAX. EMBEDMENT SHIM SPACE SEALANT SHIM SPACE T—_ O INTERIOR 7/16" MIN. #8 WOOD SCREW EDGE DISTANCE #8 WOODSCREWEXTERIOR INTERIORWOOD FRAMING OR 2X BUCK BY OTHERS ROD & APPROVED EXTERIOR SEALANT #8 WOOD JAMB INSTALLATION DETAIL BACKER ROD SCREW WOOD FRAMING OR 2X BUCK INSTALLATION & APPROVED 8 1/4" MAX. SEALANT SHIM SPACE WOOD FRAMING 1 3/8" MIN. OR 2X BUCK BY OTHERS EMBEDMENT 7/16" MIN EDGE DISTANCE VERTICAL CROSS SECTION SIGNED: 11/16/2015 WOOD FRAMING OR 2X BUCK INSTALLATION VIWINCOI INC. MORGANTOWN BUSINESS PARK, P.O. BOX 499 MORGANTOWN, PA 19543 v. C.ENs 'y��.i NOTES: S-SERIES AWNING *• o 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 60" X 36" - IMPACT — NOT SHOWN FOR CLARITY r FRAME INSTALLATION DETAILS %�• T qO 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 DRAWN: DWG N0, pEy ���`�.5 .ORypP.G� SCALE NTS DATE 11/13/15 O8 SO" 350F 6 � NAi4a\��� REVISIONS 2 1/2" MIN. REV DESCRIPRON DATE APPROVED EDGE DISTANCE CONCRETE/MASONRY BY OTHERS a ° ft " ° 1 1/4" MIN. c 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK ° ° °°' .' a ° < EMBEDMENT SEE NOTES 3 — 7 SHEET 1 CONCRETE/MASONRY BY OTHERS v ° E3OPTIONAL 1X BUCK :• .9 1/4" MAX. BACKER ROD SEE NOTES 3 — 7 s` SHIM SPACE & APPROVED p 1/4" MAX. SHEET 1 SEALANT SHIM SPACE 3/16" TAPCON ° 3/16" TAPCON INTERIOR 2 1/2" EXTERIOR INTERIOR EDGE DISTANCE v BACKER ROD & APPROVED EXTERIOR SEALANT BACKER ROD & APSPERROVVED ALANT 3/16" TAPCON JAMB INSTALLATION DETAIL a CONCRETEWASONRY INSTALLATION OPTIONAL 1X BUCK 1/4" MAX. SEE NOTE 3 - 7 ❑ SHIM SPACE SHEET 1 NOTES., 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, CONCRETE/MASONRY NOT SHOWN FOR CLARITY. BY OTHERS e2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE °. 1 1/4" MIN. DESIGNED INACCORDANCE WITH ASTM E2112 a EMBEDMENT 'a SIGNED: 11/16/2015 VIWINCO, INC. �0IuuI111���D��� 2 1/2" MIN. MORGANTOWN BUSINESS PARK, P.O. BOX 499 ��S,R'.`L EDGE DISTANCE MORGANTOWN, PA 19543 VERTICAL CROSS SECTION S-SERIES AWNING CONCRETE/MASONRYINSTALLATION 60" X 36" - IMPACT FRAME INSTALLATION DETAILS STATE OF •t�� DRAWN: DwD NO. 08-02845 REV %�'�ss l,O.R scuE NTS °ATE 11/13/15 SHEETS OF 6 i�i��'pNA REVISIONS APPROVED REV DESCRIPTION DATE APPROVE. SEALANT BEHIND FIN 1 1/2" MIN. EMBEDMENT #6 WOOD WOOD FRAMING SCREW BY OTHERS { 1/4" MAX. _r SHIM SPACE 3/8" MIN r EDGE DISTANCE WOOD FRAMING 1/4" MAX B BY OTHERS SHIM SPACE #6 WOOD SCREW INTERIOR 1 1/2" MIN. EMBEDMENT EXTERIOR INTERIOR �— APPROVED SEALANT BEHIND FIN 3/8" MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL a WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX F SHIM SPACE NOTES. 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 3/8" MIN �- NOT SHOWN FOR CLARITY. EDGE DISTANCE 2.PERIMETER AND JOINTSEALANTBY OTHERS TO BE #6 WOOD WOOD DESIGNED IN ACCORDANCE WITH ASTM E2112 SCREW FRAMING 1 1/2" MIN. BY OTHERS APPROVED EMBEDMENT SIGNED: 11/16/2015 sNVERTICAL CROSS SECTION BEHINDD FIN FIN O,WOOD FRAMING OR 2X BUCK INSTALLATION MORGANTOWN BUSINESSPARK, P.O. BOX 499 MORGANTOWN, PA 19543 v•��CEN '9,p�y S—SERIES AWNING * • 0 61 = 60" X 36" — IMPACT `' FIN INSTALLATION DETAILS TAT. OF �zz DRAWN: DW.NO. REv �' •'.'�C,OR10P'•.�. ` 08 SC&E NTS DATE 11/13/15 5o5 EET6OF 6 • � •. • B d e 0 d .Y.: .3 BCIS Home ! Log In User Registration Hot Topic, i Submit Surcharge j Stats&Facts i Publications ContactUs SCIS Site Map Links i Search i Ob a Qbl.) Product Approval rti USER:Public User RECEIVED Product Approval Menu>Product or Application Search>Application List>Application Detail c. � •1_. t FL JAN 10 2019 FL15576-R7 Application Type Revision Code Version 2017 ST. Lucie County, Permitting 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 [j Product Manufacturer Viwinco Inc. 13 vocami 00240PY Address/Phone/Email P.O.Box 499 LE U Morgantown,PA 19543 (610)286-8884 skevgas@viwinco.com Authorized Signature Kevgas Scott skevgas@viwinco.com Technical Representative Scott Kevgas Address/Phone/Email PO Box 499 Morgantown,PA 19543 (610)286-8884 Ext 1222 skevgas@viwinco.com Quality Assurance Representative Kim Hammerschmidt Address/Phone/Email 851 hemlock road morgantown,PA 19543 (610)286-8884 khammerschmidt@viwinco.com Category Windows Subcategory Single Flung: Compliance Method Certification Mark or listing Certification Agency Keystone Certifications,Inc. Validated By Keystone Certifications,Inc. Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2002 ASTM E1886 2005 ASTM E1886 2013 ASTM E1996 2014 ASTM E1996 2005 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FLISS76 R7 Eguiv 513624-EO.Ddf Product Approval Method Method 1 Option A Date Submitted 08/29/2018 Date Validated 11/08/2018 Date Pending FBC Approval Date Approved 11/15/2018 Summa ry of Products FL# Model,Number or Name Description 15576.1 Oceanview Impact Single Hung Oceanview Impact Single Hung-48"x 72' Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FI R7 C CAC 464-124.odf Approved for use outside HVHZ:Yes FL15576 R7 C CAC 464-206.odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+50/-50 12/05/2020 Other:FRAME MATERIAL TO BE RIGID PVC AAMA Installation Instructions DECEUNINCK NORTH AMERICA CERTIFIED(DEP-1). FI I5576 97 ll..08-01481B,od Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL155 6 R7 A9 512105B.12d 1 Created by Independent Third Party:Yes 15576.2 Oceanview Impact Single Hung Oceanview Impact Single Hung-36"x 72"_ Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FI RZ -C.CAC 464-156 odf Approved for use outside HVHZ:Yes FI R7 C CAC 464-215,r)d Impact Resistant:Yes FL15576 R7 C CAC Viwincg.1moact-St ructural.adf Design Pressure:+50/-50 Quality Assurance Contract Expiration Date Other:FRAME MATERIAL TO BE RIGID PVC AAMA 12/05/2020 DECEUNINCK NORTH AMERICA CERTIFIED(DEP-1). Installation Instructions FL15576 117-11 08-01482B,od Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL15576 R7 AE5121065-od Created by Independent Third Party:Yes 15576.3 Oceanview Impact Single Hung Oceanview Impact Single Hung-36"x 72" Limits of use Certification Agency Certificate Approved for use in HVHZ:No FI g7 C..CAC odf Approved for use outside HVHZ:Yes FL15576 R7 C-CAC 464-407,i2d Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+70/-70 08/15/2021 Other:FRAME MATERIAL TO BE RIGID PVC AAMA Installation Instructions DECEUNINCK NORTH AMERICA CERTIFIED(DEP-1). FL15576 R7.J1.08-014838 odf Verified By:Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL15576 R7 AE.512107B.ad Created by Independent Third Party:Yes 15576.4 OceanView Impact Single Hung OceanVlew Impact Single Hung-52"x 80" Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FI R7 C CAC 464-248-pd Approved for use outside HVHZ:Yes FI R7 C CAC 464-71-4-od Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+50/-50 08/06/2019 Other: Installation Instructions FL15 76 R7 1I..08-02829A,0 Verified By:L.Roberto Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports F115576 R7 AE-513624A,pd F115576 R"E 513624-EO,pd -Created by Independent Third Party:Yes sack Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 phone;850-487--182-4 The State of Florida is an AA/EEO employer.copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement i: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 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 to Section 455.275(i), 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: nW-q PRN cgM Cr@dlka,Card REVISIONS REV DE'SCRIPIION DATE APPROVED A I REVISED ANCHORS 03/28/17 R.L. ,NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4' ITW TAPCONS WITH TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2' WINDOW UNITS MUST BE INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED STRUCTURE USE #10 SMS OR SELF INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTTHH T TO ACHIEVE 3 THREADS MINIMUM BEYOND MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2' OR GREATER, BUCK SHALL BE SECURELY 8. ALL FASTENERS TO BE CORROSION RESISTANT. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 1 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH f'm=2,000PSI MINIMUM. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18GA (.048') FY=33KSI/FU=52KSI OR PROVIDED. ALUMINUM 6063—T5 FU=30KSI .048' THICK MINIMUM. B. 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 2 FOR GLASS DETAILS, 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT W WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, SIGNED:0312812017 P+.O.BOX 499 \\\�jO INC. 's`R Il(t�4f���r/i MORGANTOWN, PA 19543 /v+�ti�CrE�NS�gi(+ OCEANVIEW IMPACT SINGLE HUNG WINDOW *• 0ieF61 52" X 80" NOTES "'A TATS OF TABLE OF CONTENTS r'�:•'a P+' DRAWN: DWO NO. REV ///r�•, ORI SHEET NO. DESCRIPTION scA� DATE '08-022829 A //�///NA 41 \11� 1 NOTES NTS 10/12/15 1 OF 5 2 ELEVATIONS LROBERTOLOMASP.E. Lula R. Lamas P.E. 7432 WOODFORD RD LEWISVILM xC 27023 FL NO.: 6251 3 — 5 INSTALLATION DETAILS 434-669.0609 d/omas@lrlomaspa.com REVISIONS 52" MAX FRAME WIDTH 52" MAX FRAME WIDTH REV DESCRIPTION DATE APPROVED A REVISED ANCHORS 03/28/17 R.L. �r MAX4D. C. 6" MAX. 1" MAX I^� MAX 0.C. �{ 1" MAX 6" MAX. I I I 1--r 12" 15/16" / O 12" MAX O MAX O.C. 1/8" ANN. O.C. / —L .090" PVB BY KURARAY 80" —T 1/8" TEMP. 1/8" ANN. DESICCANT FILLED MAX. I 80" STAINLESS STEEL SPACER(SU—D) FRAME MAX EXTERIOR INTERIOR HEIGHT FRAME 1/2" BITE HEIGHT STRUCTURAL SEALANT SETTING BLOCK DOW INSTAGLAZE Q GLAZING DETAIL X 6" MAX. OCEANVIEW SINGLE HUNG WINDOW OCEANVIEW SINGLE HUNG WINDOW 1" MAX EXTERIOR VIEW EXTERIOR VIEW FRAME INSTALLATION FIN INSTALLATION NOTES: I. MAX SASH SIZE:471/4"X 39" 2. MAX D.L.O.SIZE 43 3/4'X 351/2' 3. (2)1/8X 1"WEEPSLOTS AT SCREEN TRACK,2"FROM EACH END. DESIGN PRESSURE RATING IMPACT RATING 4. (2 PER SASH)3/16 X3/8"WEEPHOLES AT BOTTOM RAIL,3 1/2" FROM EACH,END DRAINING THE GLAZING POCKET. SIGNED:03/28/2017 t50.OPSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 3 PI OIN OOX 499 P.I I1I0��/��� MORGANTOWN. PA 19543 OCEANVIEW IMPACT SINGLE HUNG WINDOW o ' b 52" X 80" HARDWARE SCHEDULE ELEVATIONS ��' �� A� TAT OF r�,� A (2)METAL SWEEP LOCK WITH ADJACENT KEEPERS AT INTERIOR MEETING RAIL,12"FROM EACH END DRAWN: ° N0' REv i�/�in��i �OR1�PG\ \\ V.L. 08-02829 A ��i�s�ONAL E��\\� B. (2)VINYL TILT LATCH AT EACH END OF INTERIOR MEETING RAIL C. (2)METAL PIVOT BARS AT EACH END OF BOTTOM RAIL $Cud NTS �� 10 12/15 SH-2 OF 5 D. (2)NIGHT LATCH AT FD(ED SASH STILES,3"ABOVE MEETING RAIL L ROBERTO LOMAS P.E. E. (2)CONSTANT FORCE BALANCE ONE IN EACH JAMB P.E.Lomas LUIS R. L 1432 WOODFORD RD LEWISVILLE,NC 27023 FL Noas P 434.686-0609 dlomas@lrlomaspe.com 1/2" MIN. REVISIONS I EDGE DISTANCE 3/4" MIN REV DESCRIPRON DATE I 7APPR-aVEDWOOD FRAMING METAL EDGE DISTANCE A REVISED ANCHORS 03/28/17 R. OR 2X BUCK STRUCTURE BY OTHERS BY OTHERS 1/4" MAX. EMBEDMENT SHIM SPACE INTERIOR ❑ law ❑ EDGE DISTANCE ❑� ip APPROVED SEALANT a SHIMM SPACE 1 MAX. A SEALANT 1 SHIMM MAX.SPACE T-- o 0 � #10 SMS OR #10 WOOD L�J SELF DRILLING SCREWS SCREW II❑ ❑ METAL p LIf�JI STRUCTURE � #10 SMS OR BY OTHERS 0 SELF DRILLING \ SCREW \` APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION . EXTERIOR a INTERIOR EXTERIOR INTERIOR 1 1/4" MIN1/4" MAX.EMBEDMENT r SHIM SPACE INTERIOR 0 O 1/2" MIN. �OLnI EDGE DISTANCE o 0 SILL TO BE SET SILL TO BE SET #10 WOOD o ON A BED OF ON A BED OF SCREW APPROVED SEALANT APPROVED SEALANT ca 11611f�d WOOD FRAMING O OR 2X BUCK 1/4" MAX BY OTHERS APPROVED SHIM SPACE EXTERIOR � APPROVED � APPROVED SEALANT ao ❑ SEALANT �o ❑ SEALANT 1/4" MAX. JAMB INSTALLATION DETAIL WOOD FRAMING ❑ ❑_�SHIM SPACE WOOD FRAMING OR 2X BUCK INSTALLATION OR 2x BUCK METAL SIGNED:03/28/2017 BY OTHERS STRUCTURE BY OTHERS VIWINOLX 499 IILro4j. MORGANTOWN, PA 19543 vJ.v�CE '��!ii VERTICAL CROSS SECTION OCEANVIEW IMPACT SINGLE HUNG WINDOW -;i=-*• o 61,f VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 52" X 80" WOOD FRAMING OR 2X BUCK INSTALLATION FRAME INSTALLATION DETAILS .0TAT2 pF .�=' NOTES: DRAWN: DWG NO. REV1. INTERIOR AND EXTERIOR IO�••�� P•• '\ 2. NO NFOR ER AND CLARITY. SEALANT SCALE NTS 0A1E 10/12/15 OB SN-39 OF 5 A �S��NA�1P�`\` DESIGNED IN ACCORDANCE WITHASTM E2112 LROBERTOLOMASP.E' Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 Luls R.FL NoL62514 434-688-0609 rllomas@lrlomaspe.com 2 1/2" MIN. REMSIONS EDGE DISTANCE Rei DESCRIPNON DATE APPROVED CONCRETE/MASONRY A REVISED ANCHORS 03/28/17 R.L. BY OTHERS • .. a..•',. �•, •, e ; 1 1/4" MIN. OPTIONAL 1X BUCK ` • ,. °' .' °: EMBEDMENT TO BE PROPERLY • •' •.' �' 1 1/4" MIN. SECURED EMBEDMENT SEE NOTE 3 SHEEP 1 I CONCRETE/MASONRY APPROVED BY OTHERS ' -•1 •• - SEALANT ❑ 1/4" MAX. OPTIONAL 1X BUCK 1/4" MAX. SHIM SPACE TO BE PROPERLY SHIM SPACE SECURED 1/4" TAPCON SEE NOTE 3 SHEET 1 U ❑❑ c 1/4" TAPCON r•' ' INTERIOR D 2 1 �0 EXTERIOR INTERIOR MIN. 0 �-..• p EDGE :a ,„L=_0 DISTANCE 0 APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION SILL TO BE SET ON A BED OF NOTES: APPROVED SEALANT 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, APPROVED NOT SHOWN FOR CLARITY. SEALANT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 OPTIONAL 1 X BUCK ❑ 1/4" MAX, SIGNED:0312812017 TO BE PROPERLY `SHIM SPACE SECURED SEE NOTE 3 SHEET PIWININC.P.O. BOX 499Ng R!!Lp CONCRETE/MASONRY MORGANTOWN, PA 19543 N%,f . GENS '9s�-;- Ap BY OTHERS •.'° " a OCEANVIEW IMPACT SINGLE HUNG WINDOW = ' o ` 6 1 •, ... ' -a' 52" X 80" cis _ °. • ` FRAME INSTALLATION DETAILS r� �- ° •.. ^'�o TAT OF �• d.i E� • -- :.•� •. DRAWN: DWG N0. Re/ s �NTS °^ 10/12/15 OB S 49 OF 5 A ��sIONA111111 VERTICAL CROSS SECTION L ROBERTO LOMAS P.E. CONCRETFIMASONRY INSTALLATION 1432 WOODFORD RD LEWISVILLE,NC27023 Luis R. Lomas P.E. 434.688.0600 rllomas@lrlomaspe.COm FL No.: 62514 REVISIONS APPROVED SEALANT 1 1/4" MIN. REV DESCRIPTION DATE APPROVED BEHIND FIN EMBEDMENT WOOD A REVISED ANCHORS 03/28/17 R.L. #6 WOOD FRAMING SCREW BY OTHERS 1/4" MAX. _F SHIM SPACE 3/8" MIN EDGE DISTANCE Of In WOOD FRAMING _.{ 1/4" MAX BY OTHERS I SHIM SPACE a E Q ❑ #6 WOOD SCREW INTERIOR 1 1/4" 00= MIN. e EMBEDMENT o EXTERIOR INTERIOR T 0 Rm=mm APPROVED SEALANT ry G=am BEHIND FIN O GI 3/8" MIN O EDGE DISTANCE D EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION O NOTES., 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. a� 1/4- MAX 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE ❑0 DESIGNED IN ACCORDANCE WITH ASTM E2112�SHIM SPACE SIGNED:03/28/2017 3/8" MIN T PI O�N BOX 499CO , I;IL0 �//', EDGE DISTANCE WOOD MORGANTOWN, PA 19543 v•v`GE4 SF'9�/ice #6 WOODFRAMING OCEANVIEW IMPACT SINGLE HUNG WINDOW o 6 *_ 1 1/4" MIN. BY OTHERS 52" X 80" SCREW EMBEDMENT FRAME INSTALLATION DETAILS yam.• TAT OF APPROVED SEALANT DRV.Avm: Dac No. REV ip'c••'�( P ' � BEHIND FIN VERTICAL CROSS SECTION ��Fs•,ORIS,•G��� WOOD FRAMING OR 2X BUCK INSTALLATION L. 08-02829 saNTS �� 10/1215 s�5A OF 5 uE L R08ERTO LOMAS P.E. LUIB R. Lomas P.E. 1432 WOODFORD RD LEWIS VILLE,NC 27023 FL No62514 434-688-0609 Womas@lrlomaspe.com $*d t y _ 4 BCIS Home Log In User Registration i }Hot Topic Submit Surcharge Stats&Facts i Publications contact us BCIS Site Map Links Search r�Cd'da (il !Product Approval RE��`h USER:Public User �:11 Product Approval Menu>Product or Aoolication Search>Application List>Application Detail JA .,. .., ,,. 10120197 i�hla y ' FL# FLI5577-R6 Application Type Revision ST. Lucie County, Permitting 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 Viwinco Inc. Address/Phone/Email P.O.Box 499 Morgantown,PA 19543 (610)286-8884 skevgas@viwinco.com Authorized Signature Scott Kevgas SKevgas@viwinco.com Technical Representative Scott Kevgas Address/Phone/Email PO Box 499 Morgantown,PA 19543 (610)286-8884 Ext 1222 skevgas@viwinco.com Quality Assurance Representative Kim Hammerschmidt Address/Phone/Email 851 hemlock road morgantown,PA 19543 (610)286-8884 khammerschmidt@viwlnco.com Category Windows Subcategory -H�orizon',tal Slide Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Keystone Certificationsi Inc. Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2005 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FLt 5577 R6 Eauiv 512109-EO pdf 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 Summa ry of Products FL# Model,Number or Name Description 15577.1 S-Series/Cambridge/Oceanview Oceanview Impact Horizontal Slider-96"x 48" Impact Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ:No F1_15577 R6 C JCAG 464-216CAR.pd Approved for use outside HVHZ:Yes FL15577 R6 C,LAC 464-418.0df 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). Fl f55)'7 R6 II 08-614856,od Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL15577 R6 AE 5121098.p. Created by Independent Third Party:Yes 15577.2 S-Series/Cambridge/Oceanview Oceanview Impact Horizontal Slider-72"x60" I Impact Horizontal Slider Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15577 g6 gCAC odf Approved for use outside HVHZ:Yes FL15577 R6.C CAC 464-471-0 Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+50.0/-50.0 06/26/2020 Other: installation Instructions FL15577 R6 11 08-029: Verified By;Luis Roberto Lomas 62514 Created by Independent Third Party:Yes Evaluation Reports FL15577 R6 AF odf Created by independent Third Party:Yes Hack Next Contact Us 2601 glair Stone Road Tallahassee Fl,32399 Phone:850-487--1824 The State of Florida is an AAJEEO employer.Copyright 2007-201:1 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 emalls provided may be used for official communication with the licensee.However email addressesare 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 hem. Product Approval Accmpts- U RA RE M Credit Card REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 07/10/17 R.L NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE SUFFICIENT LENGTH TO ACHIEVE A 1 1/4".MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. INSTALLATION DETAILS. MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INSTA 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO STRUDRILLCTURE NG SCREWS WITH SU. LOCATE LENGTHS ACHIEVE 3 THREADS MINIMUM BEYOND MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 18. ALL FASTENERS TO BE CORROSION RESISTANT. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. 7. BUCKS SHALT. EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18GA (.048') FY=33KSI/FU=52KSI OR PROVIDED. ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME tNSTALLAnON 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 2 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 #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:0711012017 pCO I QIN80X 49s• xS�1R l �t0 �/,'f. MORGANTOWN, PA 19543 y,•y.GEN'q- .% OCEANVIEW IMPACT HORIZONTAL SLIDER lr� •t!�6 72" X 60" � NOTES ,.�D„ TATE OF TABLE OF CONTENTS DRAWN: DWG NO. REV G���� SHEET NO. DESCRIPTION N.G. 08-•02939 A �riONA►1���1`\ 1 NOTES scAEe NTS °"� 08/08/16 s"HT1 OF 6 2 ELEVATIONS L ROBERTO LOMAS P.E. Luis R. Lomas P.E. 7432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514 3 — 6 INSTALLATION DETAILS 430.666.0609 dramas@ldomaspo.00m REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 07/10/17 R.L. 72" MAX FRAME WIDTH 72" MAX FRAME WIDTH 6" MAX 16"MAX O.C. "{ 6' MAX 6" MAX2D.C. 6" MAX 6" MAX 6" MAX 15/16" 1/8" TEMP 1/8" ANN I L EXTERIOR .090 PVB KURARAY J� 12" 1/8" ANN — STEEL SEINTERIORMAX MAX MAX O.C. SYSTEM EIH �HET D.C. EHHT NSTAGLAZE 1/2 BITE SILICONE SETTING BLOCK GLAZING DETAIL 6" MAX 6" MAX OCEANVIEW IMPACT HORIZONTAL SLIDER OCEANVIEW IMPACT HORIZONTAL SLIDER EXTERIOR VIEW EXTERIOR VIEW FRAME INSTALLATION FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING 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 SIGNED:07/i 0/2017 AND INTERIOR WEB AND 3 3/8" FROM OUTSIDE CORNER OF BOTTOM RAIL BOTTOM SURFACE. 4. (2) 1/2" X 1/8" WEEPSLOT AT 5":FROM OUTSIDE SILL EXTERIOR SCREEN LEG. VIWINCO INC. ��Yllbl!/p. 5. (4) 1" X 1/8"'WEEPSLOT AT 5" FROM OUTSIDE CORNER SILL EXTERIOR SASH TRACK. \\\� IJ7 P.O. BOX 499 / 6. (2) 1" X 1/8" WEEPSLOT AT 1 3/8" FROM INSIDE CORNER OF SILL EXTERIOR SIDE OF INTERIOR MORGANTOWN, PA 19543 ��NJ\' ENS�1,9�i�i PANEL TRACK. ��v,•v\C S�,,JT 7. (2) 1' X 1/8" WEEPSLOT AT EACH END OF SILL INTERMEDIATE WALL. OCEANVIEW IMPACT HORIZONTAL SLIDER *�• �1p gz61 �t' 8. (2) 1' X 1/8" WEEPSLOT AT 3 5/8" FROM OUTSIDE CORNER OF SILL EXTERIOR FACE. 72" X 60" �,o;//u„ . ', ELEVATION �r ""yy�� .Qr" �qD� TAT OF tt1�. HARDWARE SCHEDULE WNDRAWN: %F�SS;jc�(,pR1p O8-02939 LMETAL CAM LOCK ITH KEEPER AT "FROM EACH END OF INTERIORSASHMEETING STILE 1B. SLIDER SA T OLTATTOP OF INTERIOR AND EXTERIOR MEETING 811L SCALE NTS — 08/08/16 IS-2 OF 6 1%Pa C.1ALUMINUM REINFORCEMENT(10006608)AT INTERIOR AND EXTERIOR SASH MEETING STILES L ROBERTOLOMAS P.E. LUIS R. Lomas 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62 s P.E.P D. ALUMINUM REINFORCEMENT 5516-1 AT INTERIOR AND EXTERIOR SASH MEETING STILES 434666.0609 rl/omas@I?omaspe.com REVISIONS 7/16" MIN. EDGE DISTANCE REV DESCRIPnON ate APPROVED WOOD FRAMING A REVISED 1NSTALLAMON DETAILS 07/10/17 R.L. OR 2X BUCK BY OTHERS 1 1/4" MIN. EMBEDMENT APPROVED 1/4" MAX. SEALANT (� SHIM SPACE 1 1/4" MIN. 1/4" MAX. ❑�f EMBEDMENT SHIM SPACE 1 _ INTERIOR p p 7/16" MIN. #10 WOOD SCREW EDGE DISTANCE D❑ p � X10 WOOD Leo SCREW WOOD FRAMING EXTERIOR INTERIOR OR 2X BUCK C� BY OTHERS InT EXTERIOR APPROVED-�/ SEALANT JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SILL TO BE SET Cl 0 N 0 IN A BED OF aclAPPROVED SEALANT APPROVED 1/4" MAX. SEALANT SHIM SPACE NOTES: 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. WOOD FRAMING 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OR 2X BUCK DESIGNED IN ACCORDANCE WITHASTM E2112 SIGNED:0717012017 BY OTHERS VIWINCO INC. ��ti111 I tru f4j P.O. BOX 499Lp ��f� VERTICAL CROSS SECTION MORGANTOWN, PA 19543 WOOD FRAMING OR 2X BUCK INSTALLATION . '� F• OCEANVIEW IMPACT HORIZONTAL SLIDER =114-. -TATP0E-a",rc o,;8 = 72" X 6D =.fl (�¢INSTALLATION DETAILS „.y0 N.G. DWG NO. 08-02939 A ',�O•�SS cOR1� scuE a„E SHEET j//'ONal,�`�t, NTS 08/08/16 3 OF 6 LROHERTO LOMAS P.E. Luis R. Lomas P.E. 1432WOODFORDRDLEWls1RLLE,N027O23 FL No.: 62514 434.688.0609 rl10m8S@lFlOM8SP9.mm REVISIONS 5/8" MIN EDGE DISTANCE REv DESCRIPTION OAIE N PROVED A REVISED INSTALLATION DETAILS 1 07/10/17 JR.L 1/4- MAX. METAL r SHIM SPACE STRUCTURE -L BY OTHERS ❑ APPROVED a SEALANT ❑("1r---, (lJoa IIf0L,-1� SHIM SPACE INTER/QR O #10 SMS OR �y ❑(�� SELF DRILLING MIN. SCREW EDGE GE D DISTANCE } t7 o0 #10 SMS OR77 q �� SELF D SCNO REWS EXTERIOR INTERIOR O ME7A' APPROVED EXTERIOR STRUCTURE SEALANT QBY OTHERS QJAMB INSTALLATION DETAIL SILL TO BE SET METAL STRUCTURE INSTALLATION IN A BED OF 0 O O p APPROVED SEALANT ao APPROVED SEALANT 1/4" MAX. NOTES: �J d_[SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, METAL NOT SHOWN FOR CLARITY. STRUCTURE �� 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE BY OTHERS DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:0711012017 PVI 01� 80X 499CO • ����\\N R iitt0 //"�i MORGANTOWN, PA 19543 .,,�•*�CEIV0% r;0 OCEANVIEW IMPACT HORIZONTAL SLIDER a72" „62y6 �. VERTICAL CROSS SECTION LLA X 60” �a � . ,{T � � METAL STRUCTURE INSTALLATION INSTALLATION DETAILS ��D 7AT OF 'tom 0 ORAWN: Orifi N0. REV % s;.'°COR1�Q:'•G\' �� . N.G. 08-02939 A X4"40 11�a�``N SCALE NTS DATE 08/08/16 sN�T4 OF 6 L ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,N027023 FL No.: 82514 434.988.0609 rtlomes@lrlom8sp0.c0m 2 1/2" MIN. ReASIONS EDGE DISTANCE REV11 CESCRIPRON DATE APPROVM CONCRETE/MASONRY ^"` A I REVISED INSTALLATION DETAILS 07/10/17 R.L. BY OTHERS ' .. a..�',. . •� 4• . .: . ' • a ••; 1 1/4" MIN. OPTIONAL 1X BUCK ' ••'. • ', 'a :a: ' EMBEDMENT 1 1/4"' MIN. 1/4" MAX. SEE NOTES 3 - 7 —1 EMBEDMENT SHIM SPACE SHEET 1 ' .. •' • .- � -� j I — CONCRETE/MASONRY Q ❑ BY OTHERS APPROVED 1/4" MAX SEALANT SHIM SPACE ©Lrolr�VgL OPTIONAL 1 X BUCK ` aSEE NOTES 3 - 7 SHEET 1 w 3/16" TAPCON + INTERIOR 3/16" TAPCON n ❑ o 0 � • •..•.: ' OCs v A. EXTERIOR I 2 1/2 o INTERIOR DGE ;� :• DISTANCE :. L—❑� Q • EXTERIOR 6 APPROVED SILL TO BE SET SEALANT IN A BED OF APPROVED SEALANT ,IAMB INSTALLATION DETAIL Q Q 0 CONCRETE/MASONRY INSTALLATION APPROVED 7. SEALANT NOTES: 1/4- MAX 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, OPTIONAL 1X BUCK a C� SHIM SPACE NOTSHOWNFOR CLARITY . Z SEE NOTE 3 - 7 O ❑ PERIMETER AND JOINT SEALANT BY OTHERS TO BE SHEET 1 DESIGNED IN ACCORDANCE WITH ASTM E21 12 SIGNED:07/1012017 -T VIWINCO INC. CONCRETE/MASONRYLQ� P.O. BOX 499 BY OTHERS MORGANTOWN, PA 19543 .4 °' a .• •• •'.' OCEANVIEW IMPACT HORIZONTAL SLIDER *• x„8126 • .+ : a 72" X 60" -- (fir ;• •' ' •a INSTALLATION DETAILSDr TAT N G: owc No. 08-02939 RA t��R10 aG��?`� scuF DATE sN� 4�// NA�1 \\ VERTICAL CROSS SECTION NTS 08/08/16 5 OF s CONCRETE/MASONRYlNSTALLATION L ROBERTO LOMAS P.E. Luls R. Lomas P.E. 1432 WOOD0RDLEWISYILLE"NC27023 'FL ,NO.: 62514 434.689.0609809 rllomas@lrlomaspe.cvm REVISIONS APPROVED REV DESCRIPMON DALE APPROVED SEALANT /4" MIN. A REVISED INSTALLATION DETAILS1 07/10/17 R.L. BEHIND FIN EMBEDMENT #6 WOOD WOOD SCREW FRAMING BY OTHERS 1/4- MAX, 1/4'. F SHIM SPACE WOOD FRAMING SHIM SPACE MAX 3/8" MIN j BY OTHERS EDGE DISTANCE #6 WOOD SCREW MIN. EMBEDMENT T- � o0 APPROVED EXTERIOR INTERIOR SEALANT BEHIND FIN 0 3/8- MIN RE EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2XBUCK INSTALLATION NOTES. ❑ i, INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE 1/4- MAX DESIGNED INACCORDANCE WITHASTM E2112 0 F SHIM SPACE SIGNED:0711012017 -T VIWINCO INC. R- 10 3/8" MIN j P.O. BOX 499 N ,J\•.--.,.4j EDGE DISTANCE MORGANTOWN, PA 19543 WOOD #6 OCEANVIEW IMPACT HORIZONTAL SLIDER SCREW FRAMING 72" X 60" FIN INSTALLATION DETAILS 1 1/4" MIN. BY OTHERS OTATMOF APPROVED EMBEDMENT SEALANT DRkWN: 0 WO NO. REV BEHIND FIN VERTICAL CROSS SECTION N.G. 1 08-02939 A , AL WOOD FRAMING OR 2X BUCK INSTALLATION SME NTS 08/08/16 SHEEr 6 OF 6 171/111N11111XV L ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE.'NC 27023 FL No.: 62514 434-688-0609 r80M8S@lf10Ma8P6-V0M REVISIONS REV DESCRIPnON DATE APPROVED A REVISED PER NEW CODE 12/04/14 R.C. 8 REVISED INSTALLATION DETAILS R.L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. FRAME MATERIAL EXTRUDED RIGID PVC. 5. UNITS MUST BE GLAZED PER ASTM E1300-04, 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 B. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #B 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 6063-175 .048" THICK MINIMUM SIGNED:0710512017 VIWINCO INC. x$11R I I pY/z ��` P.O. BOX 499 �J�,,•••,;41,9�i� MORGANTOWN. PA 19543 \v•�\CENSE.,J' OCEANVIEW IMPACT HORIZONTAL SLIDER OTATIPOt7 9fi" X48'" ^.p -4 TABLE OF CONTENTS NOTESp,• �tL�`. SHEET NO. DESCRIPTION MINN: On NO. REV ;oLORtO�:'G� 1 NOTES 08—Ot r485 8 t/11s�Q14A 11IF 1,` s 2 ELEVATIONS NTS DATE 03/30/2012 1 OF 8 3 CROSS SECTIONS AND B.O.M. L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE.N027023 FL No.: 62514 4 — 8 INSTALLATION DETAILS 434.666.0609 r9omas@trtomaspa.com REVISIONS REV DESCRIPNON DATE APPROVED A REVISED PER NEW CODE 12/04/14 R.L. B REVISED INSTALLATION DETAILS 07/05/17 R.L. 96" MAX. FRAME WIDTH 96" MAX FRAME WIDTH 6" MAX. 12" I MAX. O.C. 6" MAX 6" MAX 12" MAX O.C. 6" MAX 6" MAX 6" MAX 48" / 48" MAX. / MAX L FRAME 12" / FRAME 12" / HEIGHT MAX HEIGHT MAX O.C. � / O.C. OCEANVIEW IMPACT HORIZONTAL SLIDER OCEANVIEW IMPACT HORIZONTAL SLIDER EXTERIOR VIEW EXTERIOR VIEW FRAME FLUSH INSTALLATION FIN INSTALLATION DESIGN PRESSURE RATINj IMPACT RATING f50PSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 3 SIGNED:07/05/2017 PI oIN o� 4ss ���\�ib R II�Io4i/,% NOTES: MORGANTOWN, PA 19543 vJ.%CENS' .,p��� 1. MAXIMUM SASH SIZE.47•x42112" OCEANVIEW IMPACT HORIZONTAL SLIDER An, 0.6126 2. MAXIMUMD.L.O.:4TX423/4' 96" X 48" �,a (y�r Z=ELEVATIONS �� AT OE ��: DRAWN: DWO NO. REV /��'FS;:c�OR1OP•� �� srii c DATE 08-01485 B // ONAL aG��\ HARDWARE SCHEDULE A (2)METAL CAM LOCK WITH ADJACENT KEEPER,12"FROM EACH END AT INTERIOR MEETING STILE NTS 03/30/2012 2 OF 8 pol 1111 B. 0)SLIDER SASH T-BOLT AT TOP OF INTERIOR AND EXTERIOR MEETING STILES OF EACH SASH L ROBERTOLOMAS P.E. LUIS R. Lamas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 C.IEXrRUDED STAINLESS STEEL REINFORCEMENT(10006608)AT INTERIOR AND EXiERIORMEETING STILES 434-688.0609 Alomas@IAomaspe.com FL NO.: 62514 PARTS LIST REVISIONS NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL r-—I REV DESCRiPnoN DATE APPROYM 1 8914 FRAME DECEUNINCK PVC 1 A REVISED PER NEW CODE 12/04/14 R.L. 2 8469 SLIDE TRACK COVER DECEUNINCK PVC -_J 8 REVISED INSTALLATION DETAILS 07/05/17 R.L. 3 6610 SLIDE TRACK INSERT ELIXIR ALUMINUM 6105-T5 ❑ °��+ 4 13515 WEATHER STRIPPING THERMOPLASf INC WOOL PILE a 0 5 5312 RAILS -TOP AND BTM DECEUNINCK PVC lcMD:D 4 10 7 ti 12 6 6 5305 PULL STILES DECEUNINCK PVC 7 5308 LOCK RAIL DECEUNINCK PVC 9 O 8 5310 KEEPER RAIL DECEUNINCK PVC 2 D�u� o INTERIOR �❑� 9 5144 GLAZING BEAD DECEUNINCK PVC 20 0 0 10 6608H REINFORCEMENT PENNEX ALUMINUM 6105-T5 L. 0 j I 0 11 8660 CAM LOCK W/O LUG TRUTH DIE CAST EXTERIO _ _ _ _ _INTERIOR a� 12 8685 KEEPER TRUTH DIE CAST — 0 o 13 8121 NIGHT LOCK ROMAI PVC 17 0 0 �I1 1.4 7940 45DEG WEEP HOLE COVER ASHLAND PVC 5 11 ❑ 15 7240T SETTING BLOCKS T8 PHILLY PLASTIC = 16 8635 GLIDE PAD FOUR-JAKS CELCON 16 _ EXTERIOR ^^ A 8 17 3462 SILICONE(INSTAGLAZE) DOW SILICONE 15 2 HORIZONTAL SECTION i6 3680 TRACK SCREWS MERCHANTS STAINLESS M C ED 3 19 4195 SCREEN RAIL LEADING EDGE ALUMINUM 6105-T5 a 20 3290 F18ERGLASS SCREEN PHIFER FIBERGLASS ❑ 21 3260 SPLINE DAPA PLASTIC 14 22 3245 SCREEN CORNERS HYGRADE D 23 3250 UFT TABS ANUN ALUMINUM 6105-T5 is VERTICAL SECTION 15/16- 1 8 5/16"1/8" ANN. .090" PVB BY KURARAY 1/8" TEMP. f 1/8" ANN. SIGNED:a7ra5/2ai7 l DESSICANS FILLED c::] (� STAINLESS STEEL SPACER(SU-0} l i VIWENCO INC. \\\ EXT7#rSTRUCTURAL RIOR a UUU P.O. BOX 499 ����& G N.'ky 1/2" BITE ❑ MORGANTOWN. PA 19543 = v,v\ OCEANVIEW IMPACT HORIZONTAL SLIDER 0,.&26. SETTING BLOCK SEALANT � 0 CROSS SECTIONS T(�A(T�kiy= GLAZING DETAIL DOW INSTAGLAZE DRAWNDO NO 08-01485 REV g js'S/1081 AL Sru.E NTS — 03/30/2012 sHEIT3 OF 8 7f-111111111V1�1\lN OPTIONAL FIN FRAME L.ROBERTOLOMASP.E. Luis R. Lamas P.E. 1432 WOODFORD RD LEWISVILLE.NO 27023 FL Na.: 62514 434.688.0609 rllamas@fdomaspe.c0m REVISIONS REV OESCRIPRON DATE APPROV 1 A REVISED PER NEW CODE 14 R.L EDGEE D MIN. / /1204 ED D B REVISED INSTALLATION DEINLS 07/05/17 R.L. WOOD FRAMING OR 2X BUCK BY OTHERS 1 1/4" MIN. EMBEDMENT APPROVED 1 1/4" MIN. n 1 4 MAX. SEALANT a SIM PACE EMBEDMENT SHIM SPACE ° ,� INTERIOR #8 WOOD 1/2 M" IN. o SCREW EDGE DISTANCE e D O #8 WOOD SCREW O� WOOD FRAMING � EXTERIOR — — OR 2X BUCK INTERIOR BY OTHERS D ff APPROVED SEALANT EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR PK BUCK INSTALLATION aSILL TO BE SET QQ E01 O IN A BED OF a APPROVED SEALANT NOTES: APPROVED 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SEALANT a 1/4" MAX. NOT SHOWN FOR CLARITY. SHIM SPACE 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 0 0 DESIGNED INACCORDANCE WITH ASTM E2112 WOOD FRAMING SIGNED:07/05/2017 OR 2X BUCK BY OTHERS VIWINCO INC. '011111d11//�� P.O. BOX 499 \���\S R• LO,�/ij/� MORGANTOWN, PA 19543 `�v• GENs�'9s�� OCEANVIEW IMPACT HORIZONTAL SLIDER —*• 0,,6126 VERTICAL CROSS SECTION 96" X 48" WOOD FRAMING OR 2K BUCK INSTALLATION FRAME INSTALLATION DETAILS ��0• TAT OF �0'. , DRAWN: On NO. REV' �/� •'6C0R104;••'l'�� �lt�••....� G�\F sane DATE 08-01485 B �iONAl1E?��\\ NTS 03/30/2012 4 OF 8 L.ROBERTO LOMAS RE. LUIe R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434.668-0609 rllomasolrlomaspe.ccom RBASIONS REV DESMPnON DATE AppRovM A REMSED PER NEW CODE 12/04/14 R.L. B REVISED INSTALLATION MIN. ATION DETAILS 4 EDGE DISTANCE METAL STRUCTURE BY OTHERS ai j4" MAX. APPROVED SHIM SPACE SEALANT SHIM SPACE INTERIOR 1/2" MIN. 0 EDGE DISTANCE 0 #8 SMS OR SELF DRILLING SCREW #8 SMS OR SELF DRILLING SCREWS 0 METAL OC 0 STRUCTURE El BY OTHERS EXTERIOR INTERIOR APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF a IIUII APPROVED SEALANT NOTES: ❑ 1. INTERIOR AND EXTERIOR FINISHES,By OTHERS, NOT SHOWN FOR CLARITY. APPROVED 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE SEALANT1/4" MAX. DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:0710512017 M 0 SHIM SPACE VIWINCO INC. ,� IR 'to STRUCTURE P.O. BOX 499 BY OTHERS MORGANTOWN. PA 19543 OCEANVIEW IMPACT HORIZONTAL SLIDER 0 VERTICAL CROSS SECTION 96" X 48" (.0 METAL STRUCTURE INSTALLATION FRAME INSTALLATION DETAILS TA 0. DMWN: RLV z 1-01485 B A.S. I ///;, %A%-'V SCAM NTS DATE 03/30/2012 1 SKwr 5 OF 8_ L ROBERTO LOMAS P.E. Luls R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 04688-0609 dl0MaS@lrf0Ma5Pe,c0M REVISIONS 2 1/ REV DESCRIP110N DATE APPROVED 2' MIN. EDGE DISTANCE A REVISED PER NEW CODE 12/04/14 R.L. 8 REVISED INSTALLATION DETAILS 07/05/17 R.L. CONCRETE/MASONRY i BY OTHERS : :•: a;:a 4 1 OPTIONAL 1 X BUCK ` • • '• . . 6`a o: , EMBEDMENT EMBEDMENT TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 { CONCRETE/MASONRY BY OTHERS ` APPROVED ❑ OPTIONAL 1X BUCK ;'° SHIM"SPACE SEALANT � 1/4" MAX. TO BE PROPERLY � SHIM SPACE SECURED ❑ SEE NOTE 3 SHEET 1 ' *d 3/16" TAPCON O O 3/16" TAPCON INTERIOR a °❑CSS ❑ MIN. 0 INTERIOR EDGE v Cl { DISTANCE '.•'.....v. . � � APPROVED EXTERIOR L i SEALANT I JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION SILL TO BE SET ED C3 ED IN A BED OF APPROVED SEALANT 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, APPROVED aNOT SHOWN FOR CLARITY. 2. I SEALANT PERIMETER AND JOINT SEALANT BY OTHERS TO BE j DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX. SIGNED:0710512017 OPTIONAL 1X BUCK TI SHIM SPACE TO BE PROPERLYLJ 0 ❑ _� VIWINCO INC \\*111111.11J1j! ` SECURED \\ R L 0 SEE NOTE 3 SHEET 1 P.O. BOX 499 \��5 G'•'N ������ MORGANTOWN. PA 19543 CONCRETE/MASONRY r,•v\ E S�.,J1 r BY OTHERS * . ;r ••`° "' •� •�. a OCEANVIEW IM96CTX 48"HORIZONTAL SLIDER *'` Df' 6 # •' FRAME INSTALLATION DETAILSTAT 4F' 4; A d•`` Q;`�' .. •. . DRAA.B: OWG NO. 08-01485 B �r'�SSfIORI VERTICAL CROSS SECTION -- DATE SNEE fNA11``\\\ NTS 03/30/2012 6 OF e CONCREMMASONRY INSTALLATION L ROSERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514 434.688-0609 nomas@lriCmWP&Com .l I 1 1/4' MIN. REVISIONS#8 WOOD WOOD EMBEDMENT REV DESCRIPRON DATE APPROVED SCREW FRAMING A REVISED PER NEW CODE 12/04/14 R:L. BY OTHERS B REVISED INSTALLATION DETNLS 07/05/17 R.L. 1/4" MAX. 7/16" MIN T- _ —L SHIM SPACE EDGE DISTANCE a p Dov WOOD FRAMING '�a SHIM SPACE BY OTHERS p p #8 WOOD SCREW INTERIOR �❑�� o EXTERIO INTERIOR MIN. — — — — — — — EMBEDM� ENT a� MIN El EDGEGEIL DISTANCE � 0 I EXTERIOR p o p o JAMB INSTALLATION DETAIL a WOOD FRAMING OR 2X BUCK INSTALLATION f a �a 1/4" MAX NOTES: D F SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. -� 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 7/16" MIN j DESIGNED IN ACCORDANCE WITHASTM E2112 EDGE DISTANCE SIGNED:07/05/2017 yB WOOD WOOD VIWINCO INC. ���►111 klrly { SCREW FRAMING P.O. BOX 499 EMBEDMENT BY OTHERS MORGANTOWN. PA 19543 `�v. �GEN,S�'9i�--, OCEANVIEW IMPACT HORIZONTAL SLIDER *�• ,�(�0,,66 y1 c VERTICAL CROSS SECTION 96" X 48" fl WOOD FRAMING OR 2XBUCK INSTALLATION FIN INSTALLATION DETAILS ��o�r• �b`TAT OF ',' DRAWN: Dwc No. REV �i�FS;°CORIOQ: SCALE �� 08-01485 XB 1ii�slONALy����`` NTS 03/30/2012 7 OF 8 L ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE..NC27023 FL No.: 62514 434-688-0609 A/omas@frlomaspe.com i i iRENSIDNS I REV DESCRIPDON DATE APPROVED A REVISED PER NEW CODE 12/04/14 R.L 8 REVISED INSTALLATION DETAILS 07/05/17 R.L O7/16"L3 1/8"a0 0 0 2 15/16" 1 7/16" F � 2"15/16" 1" � 3/4„ 11 7/8„ 1/8" L �U—� � 3 1/4" —{ 1 3/16" 1 1/4- /8"—moi 5/8" Frame Jambs Pull Stiles Lock Rail Slider Track Cover Glazing Bead VINYL PVC.080 THICK VINYL PVC.070 THICK VINYL PVC.070 THICK VINYL PVC.060 THICK VINYL PVC.040 THICK I 1— o �r-r urp, 2 ,/16" 1 13/16"0 , 1/4" 1 1/4" 1 1/2"—I 1 1/8" _Frame Jambs(Nailing Fin) Rails-Top and Bottom Keeper Rail Slider Track Insert Reinforcement VINYL PVC.080 THICK VINYL PVC.070 THICK VINYL PVC.070 THICK Aluminum 6105 T5,Anodized Aluminum 6105 T5,Anodized .090 THICK .060 THICK SIGNED:07/05/2017 VWICO INC PI O.N BOX 499 MORGANTOWN, PA 19543 `wJ•y�CENS9�/� OCEANVIEW IMPACT HORIZONTAL SLIDER :g* 0 COMPONENTS • 0 T `6 *=' 96" X 48" %� E OF •t��; /0... P DRAWN: DWG NO. REV ��OR%O.�'• C\ SCALE DATE 08-501485 a fO;A 1,EaG�\\` NTS 03/30/2012 -8 OF 8 L ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NO 27023 FL No62514 434-688-0609 Alomas@ldomaspe.com SCIS Home Log In User Registration Hot Topics i Submit Surcharge i Stats&Facts Publications Contact Us i SCIS Site Map Unks i Search Floida k Product Si RECEIVED Product Approval Menu>Product or Aoplicatlon Search>Application List>Application Detail JAN 10 2019 FL# FL15578-R6 Application Type Revision ST. Lucie County, Permitting 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 Viwinco Inc. Address/Phone/Email P.O.Box 499 Morgantown,PA 195 (610)286-8884 FI LL. DNf skevgas@viwlnco.com Authorized Signature Kevgas Scott skevgas@viwinco.com Technical Representative Scott Kevgas Address/Phone/Email PO Box 499 Morgantown,PA 19543 (610)286-8884 Ext 1222 skevgas@viwinco.com Quality Assurance Representative Kim Hammerschmidt Address/Phone/Email 851 hemlock road morgantown,PA 19543 (610)286-8884 khammerschmidt@viwinco.com Category Winds Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Keystone Certifications,Inc. Referenced Standard and Year(of Standard) 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 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/15/2018 Date Validated 07/12/2018 Date Pending FBC Approval Date Approved 07/16/2018 Summary of Products 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 Approved for use outside HVHZ:Yes FL15578 R6 C CAC 464-417 Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+50/-50 01/10/2021 Other: Installation Instructions FL15578 R6 II 08-02827 Rdf Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL15578 R6 AE 513622.odf Created by Independent Third Party:Yes 15578.2 Signature/Viwinco Impact Fixed Signature/Viwinco Impact Fixed-72"x 72" Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15578 R6 C CAC 464-251.pd Approved for use outside HVHZ:Yes FL15578 R6 C CAC 464-497,Dddf 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 DECEUNINCK NORTH AMERICA CERTIFIED(DEP-1). FL15578 R6 II 08-01472A.Ddf Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL15578 R6 AE 512096A.pdf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.:;Privacy Statement::Accessibility Statement::Refund Statement 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 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 be-M-. Product Approval Accepts: PAr W F;A ¢CAeck M Credit Card REVISIONS REV DESCRIPTION DATE APPROVED NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE x/10 WOOD 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INSTALLATION DETAILS. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY DETAILS. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR BE ANCHORED THROUGH FRAME TSECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM PROVIDED. 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR IN SHEET 2. 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, SEE SHEET 2 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 #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED: 10/12/2015 VIWINC O,MORGANTOWN BUSINESSPARK, P.O. BOX 499N�����5 IR 11L07/i'/ MORGANTOWN, PA 19543 TABLE OF CONTENTS OCEANVIEW CASEMENT PICTURE #� 0 61 �t_• SHEET NO. DESCRIPTION 72" X 72" - IMPACT ='o'r -y' S ;� TAT OF NOTE 1 NOTES DRAWN: DWG NO. REV �0,�•�6� P i, 3 � 6 INSTALLATION DETAILSGLAZING DETAIL SCALE NTS DATE 01/06/15 08 SHEET 270E 6 ,/ss��1VA REVISIONS REV DESCRIPTION DATEAPPROVED 72" MAX. FRAME WIDTH 72" MAX. FRAME WIDTH 4" MAX. �'�} MAXOO.C.6 " MAX. MAX. 6" MAX. 4" MAX. 6" MAX. / I_ / / 10" MAX / / O.C. / —T 14" MAX O.C. 72" 72" MAX. MAX. FRAME FRAME HEIGHT HEIGHT 7/8" 3/32" ANN. .090" SG EXTERIOR BY DUPONT 1/8" TEMP 3/32" ANN. INTERIOR ADOW. PED STEEL LR 4" MAX. 6" MAX. 1/2" BJ ITE OCEANVIEW CASEMENT PICTURE OCEANVIEW CASEMENT PICTURE EXTERIOR VIEW EXTERIOR VIEW FININSTALLATION DESIGN PRESSURE RATING IMPACTRATING FRAME INSTALLATION SETTING BLOCK4 SILICONE t50.0PSF LARGE GLAZING DETAIL A MISSILE IMPACT 15/16" MISSILE LEVEL D,WIND ZONE 3/16" ANN. .090" SG EXTERIOR BY DUPONT 1/8" TEMP 3/16" ANN. SIGNED: 10/12/2015 INTERIOR U-SHAPED NOTES: STEEL MORGANTOWN BUSINESS INESSPARK, P.O. BOX 499 \I\\S 1R ICO �/ii 1. (2) 1/4" DIAMETER WEEP HOLE LOCATED 3" FROM SPACER MORGANTOWN, PA 19543 NN vJ.Iv�CEIVs�:9��i� EACH END AT BOTTOM RAIL. 2. (2) 1/4" DIAMETER WEEP HOLE LOCATED 3" FROM 1/2" BITE OCEANVIEW CASEMENT PICTURE *• 0 6. �k= EACH END OF GLAZING POCKET, Tn 72" X 72" - IMPACT 3. MAXIMUM D.L.O.: 66" X 66" I I ELEVATIONS %� ��o TAT OF DOW. DRAWN: DWG NO. REV �I' • •CORIOP•� � SETTING BLOCK SILICONE N.G. 08-02827 — ��/s •NA GLAZING DETAIL 8 sruE NTS DATE 01/06/15 SHEEP 2 OF 6 ��//�j�NA REVISIONS REV DESCRIPTION .ATE APPROVED 1/2" MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8" MIN. EMBEDMENT 1 3/8" MIN. f 1/4" MAX. BACKER ROD 1/4" MAX. EMBEDMENT SHIM SPACE & APPROVED SEALANT B SHIM SPACE 1 INTERIOR 1/2" MIN. ❑ 0 #8 X 1 1/4" PH SCREW EDGE DISTANCE 6" FROM EACH CORNER #10 WOOD SCREW AND 18" MAX O.C. THEREAFTER #10 WOOD SCREW DD EXTERIOR INTERIOR wooD FRAMING OR 2X BUCK #8 X 1 1/4" PH SCREW BY OTHERS 6" FROM EACH CORNER BACKER ROD AND 18" MAX O.C. THEREAFTER & APPROVED EXTERIOR SEALANT Rl #10 WOOD SCREW JAMB INSTALLATION DETAIL BACKER ROD WOOD FRAMING OR 2X BUCK INSTALLATION & APPROVED 8 1/4" MAX. SEALANT SHIM SPACE WOOD FRAMING 1 3 g MIN. OR 2X BUCK BY OTHERS EMBEDMENT 1/2" MIN EDGE DISTANCE SIGNED:10/12/2015 VERTICAL CROSS SECTION VIWINCO INC. �►1►111/II WOOD FRAMING OR 2X BUCK INSTALLATION MORGANTOWN BUSINESS PARK, P.O. BOX 499N , R• L0 / MORGANTOWN, PA 19543 `wJ• GEN9��s ' �e NOTES: OCEANVIEW CASEMENT PICTURE :. 0,:8261 yt= 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 72" X 72" - IMPACT (�� NOTSHOWN FOR CLARITY. FRAME INSTALLATION DETAILS ' yTAT &, `' N. 2.PERIMETER AND JOINT DESIGNED NACCORDANCEWSEAITHASTM ElfNT BY f2STOBE LSCI AWN; DWG N0. REV �i�'cE►S,:�CpR►OP:G�e�� E NTS °ATE 01/06/15 08-02827S"E�T30F 6 REVISIONS REV DESCRIPTION DATE APPROVED _T 3/4" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE 1/4" MAX. p- SHIM SPACE APPROVED L INTERIOR SEALANT B 3MIN. ❑ O #8 X 1 1/4" PH SCREW EDGEE D DISTANCE 6" FROM EACH CORNER #10 SMS OR T AND 18" MAX O.C. THEREAFTER SELF DRILLING a {� SCREW #10 SMS OR Il SELF DRILLING SCREWS co METAL STRUCTURE BY OTHERS EXTERIOR INTERIOR BACKER ROD EXTERIOR #8 X 1 1/4" PHSCREW & APPROVED SEALANT 6" FROM EACH CORNER AND 18" MAX O.C. THEREAFTER JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION #10 SMS OR BACKER ROD SELF DRILLING & APPROVED B SCREW SEALANT 1/4" MAX. _ F SHIM SPACE METAL STRUCTURE BY OTHERS 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED: 10/12/2015 VIWINCO, INC. \���Illlulrrr�, MORGANTOWN BUSINESS PARK, P.O. BOX 499 MORGANTOWN, PA 19543rJ..*\gENs :tp NOTES: OCEANVIEW CASEMENT PICTURE _*� 046 1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, 72" X 72" - IMPACT � NOT SHOWN FOR CLARITY FRAME INSTALLATION DETAILS TATE .'i • 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE iO i�'o�.,•:'�C...pR10P�• � DESIGNED fNACCORDANCEWITHASTME2112 DRAWN: DWG NO. REVN•G. 08-02827 - �, SS•'"�aG�\\\ scALE NTS DATE 0.1/06/15 sNEEr 4 OF 6 REVISIONS REV DESCRIPTION DATE APPROVED 2 1/2- MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS °' .`° e '°. 1 1/4" MIN. ° c 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK ° "• ° .r' EMBEDMENT SEE NOTES 3 — 7 —--'I CONCRETE/MASONRY SHEET 1 I I BY OTHERS p OPTIONAL IX BUCK v 1/4" MAX. [— 0 SEE NOTES 3 — 7 e° SHIM SPACE BACKER ROD 1/4" MAX. SHEET 1 & APPROVED fl SHIM SPACE SEALANT " e 3/16" TAPCON INTERIOR 9• , 3/16" TAPCON 6, �� e' • ❑ X 1 1/4" PM SCREW 6" 6" FROM EACH CORNER AND 18" MAX O.C. THEREAFTER a 9 2 1/2" • q MIN. EDGE EXTERIOR INTERIOR DISTANCE #8 X 1 1/4" PH SCREW 6" FROM EACH CORNER AND 18" MAX O.G. THEREAFTER BACKER ROD EXTERIOR & APPROVED SEALANT BACKER ROD JAMB INSTALLATION DETAIL & APPROVED 3/16" TAPCON CONCRET&MASONRYINSTALLATION SEALANT B OPTIONAL 1X BUCK (_� ❑ f SHIM"SPACE SEE NOTE 3 - 7 SHEET 1 NOTES:_L. _r 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, CONCRETE/MASONRY 1_T� NOT SHOWN FOR CLARITY. BY OTHERS ° d " a ° 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE 1 1/4" MIN. DESIGNED INACCORDANCEWITHASTME2112 °a u " c EMBEDMENT SIGNED: 1011212015 VIWINCO, INC. iro���jJ 2 1/2" MIN. MORGANTOWN BUSINESS PARK, P.O. BOX 499 \NNS\ M„pz EDGE DISTANCE MORGANTOWN, PA 19543 �r,•y\�+E�S�,"eF'` VERTICAL CROSS SECTION OCEANVIEW CASEMENT PICTURE >k• 0 sloff CONCRETSMASONRY INSTALLATION 72" X 72" - IMPACT . 9 FRAME 9? ` FRAME INSTALLATION DETAILS ��• BTA; OF DRAWN: DWG No. REV rO •;.�,QR10P°� N.G. DATE. 08 502 27 NTS 01/06/15 5 OF 6 i i REVISIONS REV DESCRIPTION PATE APPROVED APPROVED SEALANT 1 1/2" MIN. BEHIND FIN EMBEDMENT WOOD #6 WOOD FRAMING SCREW BY OTHERS 1/4" MAX. < SHIM SPACE 3/8" MIN /4 MAX EDGE DISTANCE 0 WOOD FRAMING BY OTHERS SHIM SPACE #6 WOOD SCREW INTERIOR #8 X 1 1/4" PH SCREW 1 1/2" 6" FROM EACH CORNER MIN. AND 18" MAX D.C. THEREAFTER EMBEDMENT_ EXTERIOR INTERIOR APPROVED SEALANT BEHIND FIN #8 X 1 1/4" PH SCREW 3/8" MIN 6" FROM EACH CORNER EDGE DISTANCE AND 18" MAX D.C. THEREAFTER EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4- MAX SHIM SPACE NOTES., --T 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, pUlgtiWllU NOT SHOWN FOR CLARITY. 3/8" MIN j 2.PERIMETER AND JOINT SEALANT SY OTHERS TO BE EDGE DISTANCE WOOD DESIGNED INACCORDANCE WITHASTME2112 #6 WOOD SCREWFRAMING APPROVED SEALANT 1 1/2" MIN. BY OTHERS SIGNED: 1011212015 BEHIND FIN EMBEDMENT VIWINCO, INC. VERTICAL SEC 1R. 10 WOOD FRAMING ORCROSS 2X BUCK INSTALLATION MORGANTOWN BUSINESS PARK, P.O. BOX 499 ......4�" MORGANTOWN, PA 19543 *\o F-N vz� OCEANVIEW CASEMENT PICTURE /A 72" X 72" — IMPACT E-o�fte FIN INSTALLATION DETAILS TOA#Tl��'OF -p*- 0. WO NO. REY DRAWN: N.G. ID 08-02827 Alk Sc4E NTS DATE 01/06/15 SHEET 6 OF 6 4,I +l V »�!I' 4r...�.�a " .,S hx• -:�;r'c# t' - n SCIS Home j Log In j User Registration j Hot Topic. Submit Surcharge j Stats&Facts i Publications Contact Us i BCIS Site Map J Links i Search j Rodd Product Approval 1 yi rPUSER:Public User W" db �"�`�`' roRECEIVED Product Aooroval Menu>product or Aoolication Search>Aoolication List>Application Detail FL# FL15575-R7 JAN 10 2019 Application Type Revision Code Version 2017 ST. Lucie County, Permitting 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 El Product Manufacturer Viwinco Inc. Address/Phone/Email P.O.Box 499 Morgantown,PA 1 5 3 (610)286-8884 skevgas@viwinco.' I LE F- I Authorized Signature Kevgas Scott skevgas@viwinco.com Technical Representative Scott Kevgas Address/Phone/Email PO Box 499 Morgantown,PA 19543 (610)286-8884 Ext 1222 skevgas@viwinco.com Quality Assurance Representative Kim Hammerschmidt Address/Phone/Email 851 hemlock road morgantown,PA 19543 (610)286-8884 khammerschmidt@viwinco.com Category Windows Subcategory C Double Hung-------, Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Keystone Certifications,Inc. Referenced Standard and Year(of Standard) Standard Year 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 Product Approval Method Method 1 Option A Date Submitted 03/29/2018 Date Validated 04/19/2018 Date Pending FBC Approval Date Approved 04/19/2018 Date Revised 08/29/2018 Summa ry of Products 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 FL15575 R7 C..!:AC 464-144.pd Approved for use outside HVHZ:Yes FL15575 R7 C..CAC 464-207,12d 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). FI 15575 R7 Jj,..-Q8-01477B,pd Verified By: Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FL15575 R7 iSP_512101B,od 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 Q..-CAC odf Approved for use outside HVHZ:Yes FLIS575 R7 C,CAC 464-498.12 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). Ft 15575 R7 II_Qa-03031.Ddf Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party:Yes Evaluation Reports FL15575 R7AE513902 -od Created by Independent Third Party:Yes 15575.3 Oceanview Oriel Impact Double Oceanview Oriel Impact Double Hung Window-36"x 66" I Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FI 15575 R7 C-CAC odf Approved for use outside HVHZ:Yes FI 15575 R7 C CAC 464-707.pd 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), FL15575 RZ 11.08-014786,2d Verified By:Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FI 15575 R7 AE 512102B.i) Created by Independent Third Party:Yes 15575.4 Oceanview Reverse Oriel Impact Oceanview Reverse Oriel Impact Double Hung Window-48"x Oceanview Hung Window 66" Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15575 BZ C,.CAC odf Approved for use outside HVHZ:Yes Ft 15575 R7 C,CA-C 464-708.odf 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). FI ISS75 R7 11.08-014798.odf Verified By:Luis R.Lomas,P.E.62514 Created by Independent Third Party:Yes Evaluation Reports FI 15575 R7AE512103B,pd Created by Independent Third Party:Yes Baek Next Contact Us::7601 Blair 5tolIg Road.Tallahassee FI 32399 Phone:850-487-18 The State of Florida Is an AA/FE-0 employer.conyright 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