Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SUBMITTED PAPERS
ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: G`15 `\s Permit Number: RECEI`: �D JUN 15 L015 SCANNED Building Permit Application By Planning and Development Services St. lUC1e Count Building and Code Regulation Division y 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: Aluminum without concrete PROPOSED IMPROVEMENT LOCATION: Addracc• 3100 CRABWOOD LN Legal Description: SAVANNA CLUB -PLAT TWO- BLK 12 LOT 1 (OR 3331 Property Tax ID #: 3425-702-0088-000-9 Site Plan Name: Smith Project Name: Smith Setbacks FrBack: Right Side: 17 1) LeftSide: �A Sun KctlM itlonJ Lot No. 1 Block No. 12 o d Ar,,s-r14e— YLA-2, CONSTRUCTION INFORMATION:" AamtionalworKtone erTormea unaerrms permit—cnecK au apply: ❑HVAC _Gas Tank ❑Gas Piping _Shutters Winc _ Electric Plumbing Sprinklers Generator Roof Total Sq. Ft of Construction: Cost of Construction: $ %a Sq. of First Floor: _ Utilities: El Sewer E]Septic Building Height: OWNER/LESSEE -. `CONTRACTOR;" Name Raymond W Smith Name: Gary Whigham Address: 3100 Crabwood Ln Company: South Florida Aluminum Products City: Port St. Lucie State: Fl Zip Code: 34952 Fax: Phone No. Address: 4807 South US Highway City: Fort Pierce State: FI Zip Code: 34982 Fax: 772-466-1074 Phone No. 772-466-0913 E-Mail: Fill in fee simple Title Holder on next page ( if different from the Owner listed above) E-Mail: Sfapbooks@soflalum.com State or County License: CRC1330712 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL ONSTRUCTiON LIEN LAW IRFOR'MATION;{ ' DESIGNER/ENGINEER: _ Not Applicable MORTGAGE COMPANY: _ Not Applicable Name: sunmaal Name: Address: Address: City: State: _ City: State: Zip: Phone:727-sa2-soon Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable Name: Address: City: Zip: Phone: BONDING COMPANY: Name: Address: City: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. _Not Applicable 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 jnspecti If you intend to obtain financing, consult with lender or an attorney before rnmmancir 61 mrk Pr ding vnur Notice of Commencement. STATE OF FLORIDA COUNTY OFSamrwaia STATE OF FLORIDA COUNTY OF SainLLucle The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this -A 20t5 by this day of J20 )3 by GaryWhigham 1 Gary Whigham (Name of person acknowledging) (Name of person acknowledging) (Signature of Notary Public- State of Florida) (Signature of Notary Public- State of Florida ) Personally Known x OR Produced Identification Personally Known x OR Produced Identification Type of Identification Produced Type of Identification Produced Commission No. FF074898 (Seal) Commission No. FF047898 ,0.Y.a (Sealt INABUTLER P ...:�k� SABRINA BUTLER ... "�O S/MMI vZ, My COMMISSION it FF 074808 � * MY COMMISSION t FF 074888 s EXPIRES: December B, 2017 04,EOFn. Bo""'"uBudgetNoha ySenicee Revised 07/15/2014 ''+��AOP�O BadAThrueudFINomryBrnicoa REVIEWS FRONT COUNTER ZONING REVIEW SUPERVISOR REVIEW PLANS REVIEW VEGETATION REVIEW SEA TURTLE REVIEW MANGROVE REVIEW DATE COMPLETE / INITIALS it IIIAI -r c a. — + u LU rJ JOSEPH E. SMITH, CLERY,: ,.THE CIRCUIT COURT - SAINT LUCIE COURT- FILE # 4086933 OR HOC 1F63 PAGE 141, Recorded 07/01/2015 a; ,1:59 AM NOTICE OF COMM ENCEMENT To be completed when mnmor lon value aaceeds$2.500W PERMIT#: TAN FOUR) #344+25-702-008&000-9 STATE OF FLORIDA COUNTYOF .Sidle W - 6C.' The undersigned hereby gluts nonce that ImpmvemeAtwill be made to certain real property, and in accordance with Chapter 713,Florida Stables, the follewing Into ..bon is promded In this Notice of Commencement. LEGAL DESCRIPTION OF PROPERTY (AND STREET ADDRESS, IF AVAIIABIEI; SAVANNACLUEBL TTWO-BLKVLOT1(0R3331407) 3100Crz1hwood )-n GENERALDESOUPTION OF IMPROVEMENT: Sun Room OWNER INFORMATION OR LESSEE ✓IFORMATON, IF THE LESSEE CONTRACTED FOR ME IMPROVEMENT: Name: Raymond Smith Address: 3100Gabwmdl.ene FortPlerce F13495Y _ Interest In property: Name and address of fee simple title holder (if different from Owner fisted above): CONTRACTOR'S NAME: Spulh Real Aluminum Products Phone No.:(772) 466-0913 Address: 4807 South US 1 Fort Pierw F134982 SURETY COMPANY (If applicable, a ropy of the payment bond Is attached): Name and address: Phone No.: Bond amount: Person wfib n the State W Florida designated byawnm uponwhom mtkee orotherdenuments may be served as pmvlded birSectlon713.13 (1) la) 7, Floddastaneal In addltlon to himselfor herself, owner designates of to munthe a cap, of the Lienor's Notice as provided In Section 713.13(1)Ib), Florida Statues. Phone number of person or entity designated by Owner: Expiration date of Notice of Commencement: (the expiration datemaynol be before the completion of eanst.alan and Mal payment to the contractor, but will be 1, ... from the data of recoNinguniea Is different data lsspeci0edi OWAaga- AgnatoNsmie/Off. The foregoing instrument was acknowledged before me this � Di day of � 20y1 B,: IZayfirrond Smith ae ou-nee- Name Otperson Type of authority (e S. officer, trustee) Party on behalf of whom comment was Mooned �yy Personslhknown Cl arerce" did III t 1' , NotaNsSlgnamm �P,Orlv,ra.\.JSn\I-eI Trceofldenafics9onp.educed Fi I.)L (PMgType. or5tamp Commissioned Name of Notary) r� BABitlNAB122lFff T:ZM%Bidg_FomnWew Applimtions\Fo=Notice Of Commenc=mtUocx ; w UYMWISSIDNIFF0140 Raw. 911 sit !`7t.II.l EXPIRES: WumbBr1,2017 +4ano67 EX6,471subtfga NmrySmka STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIM..� Pa TRUE ... CORRECT COP/nr- 'FMK Search Results for Map F-`EIVED JUN 15 2015 Page 1 of 1 Home About This Site Lat/Long Finder Related Resources Sponsors About ATC Contact Search Results ILLIHDIS -v PFXH 4 DXier tPd$tDt2y^^ INDIANA lNew York I TANSAS MI6SDUfl1 WEST l� DC!LU Latitude: 27.3112 .ra .� I-RFNTUC4Y ,'VIKGN IA4 ) ORLAROMnI �TFNNG9 CC + Longitude: -80.2920 CADO tNAJi 7 pRRA SAS r �IS8196IPPI ASCE 7-10 Wind Speeds P CAROGNA` h' 4 I[ d(A§AMA iE%A$ GiORf IA ` T A (3-sec peak gust MPH'): iA -+ Mils nr@.}..j: N4ueieD ""k+n c I Risk Category l: 148 + aD A> Risk Category It: 161 t -4.. ur,uar ti al 7A Risk Category III -IV: 172- exiro� MRIfe 10 Year: 88 MRI•• 25 Year: 108- `m'L5 y\ �. MRI" 50 Year: 120 MR[" 100 Year: 132 rde rtun'san �� ` LL-,,,..—t a i ASCE 7-05: 141 Go ir, ASCE 7-93: 100 Sono e ;D.,ncF.artsra `MPIA(Miles per hour) 'MRI Mean Rawnence Interval (years) Users should Consult with local building oRmials to detellrlhle if them M wind aceed relyu®iirennents that govern. t—I Download a PDF of Your results r.9 Print your results WIND SPEED WEB SITE DISCLAIMER: While the information presented on this web site Is believed to be correct, ATC assumes no responsibility or liability for its accuracy. The material presented in the wind speed report should not be used or relied upon for any specific application without competent examination and venfication of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such Competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of Care required of such professionals in interpreting and applying the results of the wind speed report provided by this web site. Users of the information from this web site assume all liability arising from such use. Use of the output of this web site does not imply approval by the governing building code bodies responsible for building Code approval and interpretation for the building site(s) described by latitudefongitude location in the wind speed report. Sponsored by the ATC Endmvment Fund -ppQod Technolo gRmAl • 201 Redwood Shores Parkway, Suite 240 • Redwood City, California 94M5 • (650) 595.1542 http://windspeed.atcouncil.org/index.php?option=com content&view=article&id=10&dee... 5/15/2015 . f u Wier40=1 y iy Y., I've zi v r i it I IF, iii1I A II M j.: �•� ,,,�•°��' � 1 4 � =t;'�i N" 'I jr °�r-ate It • � .� � 1Y" h [� � � �! 2 � inn � Y � It 1w CON p r mgt�� ri`dm r +7Ue`vSRI�'ttAIK oq rill r � �. Rw�o�Yt�� I�- Id ►� �' {f��I'� �;z• Go�}}((�j��le earth. ��i _�_?Er r,-;1 Imo - co-1-1 PLANNING AND DEVELOPMENT SERVICES DEPARTMENT © Building and Code Regulations Division 2300 Virginia Ave RE(CEIV � Fort Pierce, FL 34982 772-462-1553 JUN 3 0 2015 Public Works St. Lucie County, FL Owner Builder Affidavit — Electrical Contracting DISCLOSURE STATEMENT F.S. 489.503 (6) EXEMPTIONS State law requires electrical contracting to be done by licensed electrical contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner ofyour property, to act as your own electrical contractor even though you do not have a license. You may install electrical wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in a commercial building the aggregate construction costs of which are under $75,000. The home or building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have wired yourself within 1 year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your electrical contractor. Your construction shall be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Failure to do so may result in a liability for you! To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Community Development Director to the Florida State Department of Professional Regulation. Signed and acknowledged on this 36 day of 20 c NER/B L + R SIGNATURE STATE OF FLORIl1Q� / ��_ COUNTY OF JJ (�. The faregoing instrument was acknowledged before me this day of 20 - by M who is personally known (—) to me or 1 s produced as identificati (Seal) Print name of tart' Title: Notary Public SLCPDSD Revised 4/11/2011 St. Lucie County Owner Builder Affidavit -Electrical Contracting Commission r 'r'o""•• ANGELA MWIIFF Notary Public -State of Florida Commission N FF 234730 e, My Comm. Expires May 27.2019 ^ Bonded through National Nntruv 4,sn. PLA,'>`aING & DEVELOPMENT SET -ICES gilding & Code Compliance Di:.,on BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number of applicable) F� IL �r nl� K✓ ,{n./,, I �GY/G7 Co C>Wlvto/e/ /A U M V Y49wl vw 6/y!/ have agreed to be the (Company Name/Individual Name) I / ZI eC i-21 C. - sub -contractor for soul r1o4d /q Xltrmt.r/ulr (Type of Trade) (Primary Contractor) for the project located at�21bo eAA6t9,9oh IAI d,14T 94a1'7 At4frw G/ (Proiect Street Address or Prooertv Tax ID #) :?Sa 4-1 It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER, (Name ofthe Individual shown on the Contractor's License) loll d PRINT NAME STATE OF FLORIDA, COUNTY OF SST— L u G _ THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME TI �?CbAY OF 20_L5 BY Aa=LAryVVVM0 IS PERSONALLY KNOWN _ OR HAS PRODUCED r i ENTIFICATI ,N. f ( h � r l� (STAMP) SIGNATURE F NOTARY PUBLIC P AM g NOT , ,,,- ANGELA M HUFf . n„q,.t,,'•- Notary Public - State of Florida commission a FF 234V ' p���yyy,= My Comm. Expires May 21, 2019 OFFICE USE ONLY: PLANNING AND DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulations Division BUILDING PERMIT J� SUB] -/CONTRACTOR SUMMARY �DtA1Nn �49fA /Y(U/Y/Wuill be using the following sub -contractors for the (Company/Individual Name) II project located at 31 bC7 K4 CQ00 h (Street address or Property Tax ID It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical oar e Plumbing HVAC/ Mechanical Roofing Gas OFFICE USE ONLYt: PERMIT ISSUE DATE: NUMBER: Revised 07/29/2014 Planning & Development Services Building & Code Regulation Division, 2300 Virginia Avenue Fort Pierce, Fl- 34982 Phone:(772)462.2172 Fax:(772)462-6443 PROPERTY INFORMATION Address: 3100 Crabwood Ln City / State / Zip: Port St Lucie, FI 34952 Parcel#: 3425-702-0088-000/9 Zoning: PUD REVIEW COMMENTS 1 Owner(s): Patricia E Smith / Raymond W Smith Jurisdiction: SAINT LUCIE COUNTY Lot#: 1 Block: 12 APPLICATION INFORMATION Permit Number: 1506-0241 Stories: Permit Type: ALUMIN CARPORT/SCR RM - EXIST SLAB Contractor Name: Gary K Whigham Business Name: South Florida Aluminum Products Llc Business Addr: 4801 S Us 1 City / State / Zip: Ft Pierce, FI 34982 REVIEWS AND COMMENTS Automatic Sprinkler System? No Fax Number: 772-466-1074 Email: Sfapbooks@Soflalum.Com Review Typ I StatusReviewed By Date Started Date Completed Date Released DOCUMENTS MISSING PENDING Deanna Givens 6/16/2015 6115/2015 Comment: NOTICE OF COMMENCEMENT FRONT COUNTER REVIEW COMPLETE Deanna Givens 6/15/2015 6115/2015 6115/2015 Comment: PLANS EXAMINER REVIEW INCOMPLETE William Durden 612512015 6/25/2015 Comment: ELECTRICAL IS MARKED ON THE PERMIT APPLICATION PLEASE SHOW ELECTRICAL DIAGRAM. SECTION 107 OF THE 2010 FLORIDA BUILDING CODE. 6/25/2015 Comment: PLEASE SHOW ON DRAWINGS LOCATION OF EXISTING OPENINGS AND STAIRS FROM MANUFACTURED HOME. ZONING REVIEW COMPLETE Eileen Norton 6115/2016 6115/2015 6/1512015 Comment: Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone:(772)462.2172 Fax:(772)462-6443 June 25, 2015 Raymond W Smith 3100 CRABWOOD LN PORT ST LUCIE, FL 34952 REVIEW COMMENTS FOR OWNER Page 1 of 1 RE: Building Permit Number 1506-0241 As of today's date your Contractor is being notified along with yourself that the referenced buiding permit has some issues listed in the comments below. We have asked that these issues be dealt with as quickly as possible so that we are able to continue to process this permit in a timely manner. This information is being shared with you so you are aware of the status of your permit. PROPERTY INFORMATION 3100 CRABWOOD LN PORT ST LUCIE, FL 34952 APPLICATION INFORMATION Permit Number: 1506-0241 Permit Type: ALUMIN CARPORT/SCR RM - EXIST SLAB REVIEWS AND COMMENTS CONTRACTOR INFORMATION 28377 SOUTH FLORIDA ALUMINUM PRODUCTS LLC GARY K WHIGHAM 4801 S US 1 FT PIERCE, FL 34982 Stories: 1 Review Tvoe Status Reviewed By Date Started Date Completed Date Released FRONT COUNTER REVIEW COMPLETE DEANNA GIVENS 6/15/2015 6/1512015 6/15/2015 Comment: DOCUMENTS MISSING PENDING DEANNA GIVENS 6115/2015 6115/2015 6/16/201510:38:51 AM Comment: NOTICE OF COMMENCEMENT ZONING REVIEW COMPLETE EILEEN NORTON 6/15/2015 6/15/2015 6/15/2015 Comment: PLANS EXAMINER REVIEW INCOMPLETE WILLIAM DURDEN 6/25/2015 612312015 6/25/2015 9:09:24 AM Comment: ELECTRICAL IS MARKED ON THE PERMIT APPLICATION PLEASE SHOW ELECTRICAL DIAGRAM. SECTION 107 OF THE 2010 FLORIDA BUILDING CODE. 6/25/2015 9:09:24 AM Comment: PLEASE SHOW ON DRAWINGS LOCATION OF EXISTING OPENINGS AND STAIRS FROM MANUFACTURED HOME. Thursday, June 25, 2015 9:27 AM Planning& Development Services Building 8 Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone;(772)462-2172 Fax:(772)462.6443 June 25, 2015 28377 SOUTH FLORIDA ALUMINUM PRODUCTS LLC GARY K WHIGHAM 4801 S US 1 FT PIERCE, FL 34982 REVIEW COMMENTS FOR CONTRACTOR Page 1 of 1 RE: Building Permit Number 1506-0241 As of today's date the owner listed on your application is being notified along with yourself that the referenced buiding permit has some issues listed in the comments below. Please address these issues as quickly as possible so that we are able to continue to process this permit in a timely manner. If you have any questions regarding the comments below, please call our office. PROPERTY INFORMATION 3100 CRABWOOD LN PORT ST LUCIE, FL 34952 APPLICATION INFORMATION Permit Number: 1506-0241 Permit Type: ALUMIN CARPORT/SCR RM - EXIST SLAB REVIEWS AND COMMENTS Review Tvee Status FRONT COUNTER REVIEW COMPLETE Comment: DOCUMENTS MISSING PENDING 6/1512015 10:38:51 AM Comment: ZONING REVIEW COMPLETE Comment: PLANS EXAMINER REVIEW INCOMPLETE 6/25/2015 9:09:24 AM Comment: 6/25/2015 9:09:24 AM Comment: OWNER INFORMATION Raymond W Smith 3100 CRABWOOD LN PORT ST LUCIE, FL 34952 Stories: 1 Reviewed By Date Started DEANNAGIVENS 6/1512015 DEANNAGIVENS 6/1512015 NOTICE OF COMMENCEMENT EILEEN NORTON 6/15/2015 Date Comoleted 6/15/2015 6/15/2015 Date Released 6/15/2015 6/15/2015 6/15/2015 WILLIAM DURDEN 6/25/2015 6123/2015 ELECTRICAL IS MARKED ON THE PERMIT APPLICATION PLEASE SHOW ELECTRICAL DIAGRAM. SECTION 107 OF THE 2010 FLORIDA BUILDING CODE. PLEASE SHOW ON DRAWINGS LOCATION OF EXISTING OPENINGS AND STAIRS FROM MANUFACTURED HOME. Thursday, June 25, 2015 9:28 AM �tn,rcal -2:-ooS�s-000/9 d 16�tLI i /oJtlLifJ�Aa/Yr/'yLlJhl//✓Uri/ �erf �5L\k-D of 11' -VyoQ tab 12' im ill Proposed / bun 22' L/ Room Existing Patio X =stti Existi ng Car ort Existing Insulated Roof System 12, 24' —22 — Ale.. -Tal s,i TA S } UY-t-e '�4�,1 � 3�Zs-Zoz-aoS�s-o ov�9 22' Existing 1 Patio --- Existing ! Structure 77)r-1 d o W-wti 12' '.L Hk Ala - A1e,�d2ck Existing) i Carport Existing Insulated Roof System 24' 22 X Proposed Room UqI Alt,. {- I CFO Rav % Pali Sluitt 81(10 Crabw"d Lane Port Saint Lucia FI 34952 �f dG Ceynw 1'S RECEV.'`_D JUN.15 2015 0 ��.�. ��.. .,.;r,., ,V �.. . .. ') �. I �I I ILLA �. I I ! ! and 7 !ovr� qj V v! �. I I I ! I ! I ' I I ! I y I rloriaa Dunamg code unune r�r�kttUC Bc15 Home Log In U Regstration Mot Topta Business't,' 3,Rt.AppeovalProfessionl Reguiarior RECEIVED JUN 15^` Submit SurtAarge Stabs aFacts publications FBC Starr BCIS site Map 1 Links So." Produa Aooroval Menu > pro^urt orf.00ll,atlon S1111h > Aoollcatlon IJ= > Application Detail I_FT 7., �, FLvision R2 `b- Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer KAYCAN LTD Address/Phone/Email 1 Memorial Drive Pichford, VT 05476 (406) 553-6818 Ext 0 alex.lovanovic@kppmducts.com Authorized Signature Jovanovic Alex alex.jovanovic@kppmducts.com Technical Representative Alex Jovanovic Address/Phone/Ennail 1 Memorial Drive Richrord, VT 05476 (416) 553-6818 alex.jovanovic@kppmducts.com Quality Assurance Representative Alex Jovanovic Address/Phone/Email 255 Summedea Road Brampton, NON -US 12345 (416) 553-6818 al�ex.' vic@kppmducts.com Category /nel Wails Subcategory Siding Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2014 Validated By Robert J. Amloruso, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL12192 R2 COI ICC Certificate of Independence ridF Referenced Standard and Year (of Standard) Standard Year ASTM D3679 06a Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option C Date Submitted 02/17/2013 Date Validated 02/22/2013 Date Pending FBC Approval 04/09/2013 Date Approved 04/09/2013 vmw.floridabuilding.org/pr/pr_app_ U.aspx?param=wGEVXQwtDquIQ4AUC%p2fEHMINMLpuOkvzoijijfai°/,2fBMi)b FUWgn/a n/pLE COP 1/4 W/14 Florida Building Code Online Summaryof Products +FL 7t _ Model, Number or Name Description 12192.1 Board & Batten Single 7" Vertical Siding{ I Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 R2 11 Kavcan Installation.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/ 70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R2 AE ESR 1495 odf I capable of withstanding the design wind loads. Must be installed as per the manufacturers p installation instructions _. ....... _.. ................ ....... ..-------- __ ---------- - ......._ - " .." ___... 112192._2 1 D 4 Avanti Double 4 Horizontal Dutch Lap_ _ _.... Limits of Use Installation Instructions i Approved for use in HVHZ: No FL12192 R2 11 Kavcan Installation.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC i Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +701 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R2 AE ESR-1495.odf I capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. i 12192.3 D-4 Marquis Double 4 Horizontal 1 Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 R2 II Kavcan Installation odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls oversolid sheathing ! FL12192 R2 AE ESR-1495.odf ! capable of withstanding the design wind loads. Must be installed ! las per the manufacturers installation instructions__ 12192.4 D-5 Contessa Double 5 Horizontal 1 Limits of Use Installation Instructions ! Approved for use in HVHZ: No FL12192 R2 11 Kavcan Installation.ndf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC E Impact Resistant: N/A y Independent Third Party: Design Pressure: +70/-70 Reports Other: Installed only on exterior walls over solid sheathing R2 AE ESR-1495.odf I I capable of withstanding the design wind loads. Must be installed —JE,=tion I as per the manufacturers installation instructions. —� j 12192.5 1 D-5 Elegance Double 5" Horizontal Dutch Lap Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 R2 11 Kavcan Installation.odf I Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports i Other: Installed only on exterior walls over solid sheathing FL12192 R2 AE ESR-1495.odf capable(withstanding the design wind loads. Must be installed as per the manufacturers Installation instructions. JI --- _— 12192.6 i D-5 Vertical Double S" Vertical Limits of Use Installation Instructions j Approved for use in HVHZ: No FL12192 RZ II Kavcan lnstallation.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: 0 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R2 AE ESR-1495.odf 1 capable of withstandingding ththe design wind loads. Must be installed ! as per the manufacturers installation instructions. --__.__-- ......... _...... 12192.7 Lewistown —__------_----�`v_ ........ Double 4 1/2 Horizontal _---� ........ ........... Limits of Use Installation Instructions ' Approved for use in HVHZ: No FL12192 R2 It Kavcan Installation.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R2 AE ESR-1495.odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions__ 12192.8 Newport Single 6-1/2' Horizontal --- ............. .......... .___......_ _ Limits of Use -.....-_...-._ .. Installation Instructions No Approved for use in HVHoutside FL12192 II C can InstallationService Approved for use outsde HVHZ: Yes Verified By ICC Evaluation Service LE COPY Impact Resistant: N/A Created by Independent Third Part vi .v.flcridabuilding.org/pr/pr_app dll.aspX?paran wGEVXQwtDquIQ4AUC%2fEHMINM LpuOkvzoijijfai%2fBMi)DFUWg%3d%3d 2/4 1///14 Florida Building Code Online Design Pressure: +70/-70 ' - Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R2 AE ESR-1495 odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.9 i Ocean Park Bevel Double 4-1/2" Horizontal Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL12192 R2 II KayInstallation. odf Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R2 AE ESR-1495.pdf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.10 Ocean Park Cove Double 4-1/2" Horizontal Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 R2 It Kavcan Installation odf Approved for use outside HVHZ; Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FI-17197 R2 AF ESR-1495 odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.11 Platinum Series D-4 Double 4 Horizontal Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions f FL12192 R2 II Kavcan Installatign.odf - Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A J Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R2 AE ESR-1495 odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.12 Platinum Series D-4 Dutch Lap j Double 4" Horizontal Dutch Lap Limits of Use J Installation Instructions Approved for use in HVHZ: No FL12192 R2 II Kaycan Installat on odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R2 AE ESR-1495 odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.13 Platinum Series T-3 Triple 3" Horizontal Limits of Use ( Installation Instructions Approved for use in HVHZ: No ; FL12192 R2 II Kaycan Installation, odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing -1-12192 R2 AF ESR-1495.odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.14 ,Prove Double 4-1/2" Horizontal Limits of Use Installation Instructions Approved for use in HVHZ: No FL12192 R2 U Kavcan Installa Ca i odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: ICC Evaluation Service, LLC Design Pressure: +70/-70 ( Created by Independent Third Party: Evaluation Reports j Other: Installed only on exterior walls over solid sheathing FL12192 R2 AE ESR-1495.odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.15 I Sierra Double 4-1/2" Horizontal Limits of Use Approved for use in HVHZ: No ( Approved for use outside HVHZ: Yes Installation Instructions FL12192 R2 If Kavcan Installation.odf Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A I Created by Independent Third Party: Design Pressure: +70/-70 ! Evaluation Reports Other: Installed only on exterior walls over solid sheathing I FL12192 R2 AE ESR-1495 odf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. 12192.16 ! T-3 Classic Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A ,n Triple 3" Horizontal Dutch Lap Installation Instructions FL12192 R2 II Ka can Installation.Ddf Verified By: ICC Evaluation Service, ILE®� Created by Independent Third Party: A". iifoia/' (IAA; Cl IlmAno/yfa/Z Inr I•. rlonaa bunaing cone urnme ueslgn vressure: rruy-ru , ; I evaluation "ports Other: Installed only on exterior walls over solid sheathing ( FL12192 R2 AE ESR-1495odf capable of withstanding the design wind loads. Must be installed j + as per the manufacturers installation instructions. 12192.17 ' T-3 Horizontal Triple 3" Horizontal Limits of Use I Installation Instructions Approved for use in HVHZ: No FL12192 R2 II Kavcan Installation odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: I Design Pressure: +70/-70 Evaluation Reports Other: Installed only on exterior walls over solid sheathing FL12192 R2 AE ESR-1495.ndf capable of withstanding the design wind loads. Must be installed as per the manufacturers installation instructions. E41rcext Conrad Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487,1824 The Slate of Florida is an AA/EEO employer. Coovnaht 2007-2013 State of Hands, :: 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 850.487.139S. '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 communiratme vnth the licensee. However email addresses are public record. If you do not Wsh 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: 11._fKi 0 scruritvmr Im(l' MWAI -fILE��� wfloridabuildin or / r/Pr aPP_od.as x? av,GEVXQwtD uli24AUC%p2fEHMINML uOkvzoijijfai%p2fBMi)CFU go/3d0/414 v inyl Siding me tj u-d n allation u 1; - r, UP Fasteners Fastener choices Use aluminum, galvanized steel, or other corrosion -resistant nails, staples, or screws when installing vinyl siding and soffit. Aluminum trim pieces require aluminum or stainless steel fasteners. All fasteners must be able to penetrate not less than 3/4' into framing or furring. Review your local building codes for variations that may apply to specific geographic areas Nails Nail heads should be 5/16' minimum in diameter. Shank should be 1/8' in diameter. 1f8' min r S'i6°min. �.... Screw fasteners Screw fasteners can be used if the screws do not restrict the normal expansion and contraction movement of the vinyl siding panel on the wall. Screws must be centered in the slot with a minimum 1/32' space between the screw head and the vinyl. Screws must be able to penetrate not less than 3/4' into framing or furring and should be: • Size 48, truss head or pan head. • Corrosion -resistant, self -tapping sheet metal type. New construction 314 - )'<Fastener Fastener _� Vinyl siding Vinyl siding Wood lap sidings- Wood - - Concrete Framing Fanfold ', or blocks _ undedayment /r- . , Furring strip i On- sheating r' ` Residing Over concrete or blocs Staples If staples are being used instead of nails or screws, they must: • Not be less than 16-gauge semi -flattened to an elliptical cross-section. • Penetrate not less than 3/4" into framing or furring. • Be wide enough in the crown to allow free movement of the siding (1/32' away from the nailing hem). Use of staples when installing siding Installing accessories Before the siding itself can be hung, a number of accessories must be installed first, including starter strips, corner posts, window flashing, trim, and J-channels over the roof lines. Starter trim • In order for the siding to be installed properly in a level fashion, the starter strip at the bottom of the wall must be level. • Determine the lowest point of the wall that will be sided; from that point, measure up 114" less than the width of the starter trim and partially drive a nail at one corner. • Attach a chalkline; go to the next comer and pull the line taut. • Make sure the line is level by using a line level or a 4' level. • Snap the chalkline and repeat the procedure around the entire house. • Optional method to determining the position of the starter trim in new construction and some residing applications: Measure down from the soffit at one corner of the house to the top of the foundation and subtract 114" less than the width of the starter strip. Make a mark on the wall and record the measurement. Transfer the measurement to the other corner of the wall. Snap a chalk line in between the corners at the marks. Repeat the procedure around the entire house. • Using the chalkline as a guide, install the top edge of the starter strip along the bottom of the chalkline, nailing at 10" intervals. Allow space for the corner posts, J-channels, etc. • Keep the ends of starter trims at least 1/4" apart to allow for expansion — =�r Starter trim installation e,artun-ns?saanr Far-ier • Nail in the center of the starter strip nailing slots. fj Notes: r ` When using insulationlbackerboard, fur the starter trim, if necessary, to accommodate thickness, I .f For a vertical siding starter strip, see vertical siding section. In certain situations, it may be t. necessary to use J-channel as a starter strip; remember to drill minimum 118"diameter Starter trim at comers weep holes no more than 24" apart. araln r-r:A!.M trarar� Outside and inside corner posts • A water resistant material should be used to flash the inside and outside comers a minimum of 10" on each side before installation of the corner. • Place the corner post in position, allowing a 1/4" gap between the top of the post and the eave or soffit. • Position a nail at the top of the upper slot on both sides of the corner post, leaving a 1/32" gap between the nail heads and the comer posts. The comer post hangs from these nails. • The balance of the nailing should be in the center of the slot, 8` to 12` apart, again: leaving 1/32" between the nail head and the corner post. This allows for the expansion and contraction to occur at the bottom. • The corner Post should extend 3/4" below the starter strip. Make sure the posts are plumb (i.e., vertically straight). • If more than one length of corner post Is required, overlap the upper piece over the lower piece by cutting away V of the nailing flange on the top piece. Overlap 3/4", Y 1, j splice fit` allowing 114' for expansion. This method will produce a visible joint between the hvo posts, ' but will allow water to flow over the joint, reducing the chance of water infiltration. Outside comer Inside corner splicing detail splicing data"; Starter trim and outside corner post I v , IS Starter trim and inside corner post www.kaycan.com Ail company names andproduct names are trademarks or registered trademarks of KAYCAN. 92007 K4YCAN. All rights reserved. KAY-EIG07 i a' Installing accessories Windows, doors and roof lines flashing The following instructions should be followed when applying window Flashing to an existing window: • Apply a continuous bead of sealant adjacent to the sill of the existing window. For windows with nailing flanges, the sealant should be applied to the nailing flange in a manner that covers the nails and nail slots (figure A). • Apply a minimum of 9" wide horizontal sill flashing level with the bottom edge of the existing window by pressing the flashing into the sealant bead at its top edge. • Cut the sill flashing long enough to extend a minimum of 9" beyond each jamb. • Fasten the sill flashing at the bottom and side edges (figure B). • Apply a continuous bead of sealant adjacent to the side jambs of the window. For windows with nailing flanges, the sealant should be applied to the nailing flange in a manner that covers the nails and nail slots. • Continue the bead of sealant at the jambs vertically a minimum of 81/2" above the head of the window to allow for bedding the top portion of the jamb flashing into sealant in the next step (figure Q. • Install the jamb flashing by pressing the flashing into the sealant beads at the e window jambs. Extend the bottom edge of the jamb flashing approximately 112" short of the sill flashing edge, and extend the top edge approximately 81 /2" beyond a min the head of the window, where the head flashing will be placed next (figure D). • Fasten the jamb flashing along the edges further most from the window. $ f • Apply a continuous bead of sealant adjacent to the head of the installed window. For windows with nailing flanges, the sealant should be applied to the nailing flange in a manner that covers the nails and nail slots (figure E). • Install the head flashing by pressing the bottom edge of the flashing into the sealant bead previously applied across the mounting flange. • Extend the ends of the head flashing approximately 10" beyond the jamb flashing at each end. Fasten the head flashing into place along the top edge (figure F). Note: Sealant should be compatible with window, flashing, and weather resistant barrier materials. Contact sealant manufacturer forjob-specific recommendations. a 172' 811Z 8 ri2' nun 3 trz min eD Flashing new window installations Refer to window manufacturer's instructions and ASTM E2112, Standard Practice for installation of Exterior Windows, Doors and Skylights for the proper flashing installation method for the window type and wall configuration on the project. t4' jre F to figure B Horizontal siding installation Installing panels • The first course (row of panels) should be placed in the starter trim and securely locked along the entire length of the siding panel. Make sure the panel is securely locked before fastening. • Fasten the panels in the center of the nailing slots. Allowance should be made for expansion and contraction by leaving a 114" gap between the siding and all corner posts and channels (increase to 3/8" when installing in temperatures below 40' F. If the panels are 20 feet or longer, increase the gap to 3/8". • Do not drive the head of the fastener tightly against the nail slot. Leave 1/32" between the fastener head and the vinyl (about the thickness of a dime). • Do not force the panels up or down when fastening. Panel locks should be fully engaged; however, the panels should not be under vertical tension or compression when they are fastened. s Since vinyl siding moves as the temperature changes, make certain that the vinyl panels can move freely in a side -to -side direction once fastened. Map into sfadV VIV.. sz6e cxo scary pxcu • Check every fifth or sixth course for horizontal alignment. Also check siding alignment with adjoining walls. • When panels overlap, make sure they overlap by one half the length of the notch at the end of the panel, or approximately 1". . Stagger the siding end laps so that no two courses (rows of panels) are aligned vertically, unless separated by at least three courses (rows of panels). • Always overlap joints away from entrances and away from the point of greatest traffic. This will improve the overall appearance of the installation. Fitting siding around fixtures Use a commercially available trim ring to fit siding to a penetration such as a faucet or railing attachment, following the manufacturer's installation instructions. If a commercial trim ring is not available for the application, refer to the figure below, which illustrates how to fit the siding to the penetration. In addition, the following tips are suggested: • If hand -fitting to the fixture, always begin a new course of siding at the fixture to avoid excess lap joints. • Cut an opening 114" bigger than the fixture or the trim ring. • When cutting, match the shape and contour of the obstruction, i I I I I Ii I I o t i I t � Triming pieces for faucet Ic Installing the first panel u4" —.i 0._ J-channel detail Siding panel overlap Horizontal siding installation Fitting under windows To mark the section to be cut, perform the following: • Hold the panel under the window and mark the width of the window opening on the panel. Add approximately 114" to both sides to allow for expansion and contraction of the siding. These marks represent the vertical cuts. • Lock a small piece of scrap siding into the lower panel next to the window. This will be used as a template for the horizontal cuts. Mark it 14' below the sill height. • Transfer the horizontal measurement to the panel, which will be installed under the window. Measurement may not be the same on both sides of the window. • Cut the panel with tin snips and a utility knife. The cut panel is now ready for installation under the window. Perform the following: • Using a snap lock punch, punch the vinyl siding along the cut edge every 6" so the raised tab is on the outside face. • Install undersill trim under the window, as a receiver for the cut siding. Undersill trim is used any time the top lock has been removed from the siding. Furring may be needed to maintain the face of the panel at the desired angle. • Install the siding panel, making sure the tabs (from the snap lock punch) lock into the undersill trim. �n Cutting and preparing the panel F Sidewall flashing at roof lines • Install the siding panel, making sure the tabs (from the snap lock punch) lock into the undersill trim. • Run the siding until the last full course under the roof area. • Cut a diverter from aluminum trim sheet, making sure it sits on the nail hem of the last full course. • Also make sure to slip it behind all J-channels and roof flashing (similar to flashing the bottom of window detail). • As an alternative to the diverter, create a "kickout" from metal flashing. • Cut the next piece of siding, making sure the vertical lap falls behind the roof flashing and roof J-channel. • Cut a small piece of siding that will be placed on top of the previous piece of siding and sits in the roof J-channel. • Install the remaining course of siding. Water running behind the panel will be directed by the diverter into the butt of the panel, draining out in the weep holes. Note: "Kick -out flashing' is an additional flashing strip that extends beyond the edge of the fascia that is required in some cold -climate localities. Measuring the width of the section to cut Measuring the height of the section to cut { Installing the top panel Side wall flashing s \ li %"mlf-odh ri l;mktckoui flashing i F a "Itfs fascia Kickout flashing ,0 Horizontal siding installation Under cave installation • Nail undersill trim along the top of the wall, flush with the eave of the house. Furring may be necessary to maintain the proper pitch of the topmost siding panel. Should more than one length of undersill trim be required, make a splice as shown by cutting away 1" from the back of the undersill trim and lapping the sections, leaving a 1/4" space between nailing strip sections. • If topmost siding panel is trimmed near the butt leg, an undersill trim alone may not be sufficient. • Either combine an undersill trim inside a J-channel, or use an undersill trim molding to hold the siding panel firmly. • A dual undersill trim molding replaces the need for both a J-channel and undersill molding. Simply place the snap -lock punched top panel in the appropriate receiving pocket to keep 'the proper siding angle. • Another alternative to finishing the top panel of a wall is to use a frieze plate and crown molding. Secure frieze plate (either with or without a soffit receiver), no more than 16" on center. Allow 1l4" between adjoining frieze plates. • Using a nail slot punch, create nail slots every IT -16" in the top panel of siding and secure normally. Finish the application by cutting crown moldings to length as needed, and snapping them into the frieze plate receivers. Fitting and installing top siding panel • Measure and cut siding panel to the desired length. • Determine how much of the top panel must be removed by measuring the distance between the top of the undersill trim and the lock of the panel below, and subtracting 114". Be sure to measure several times across the wall as the dimension could change slightly. • Cut the top siding panel to proper height, removing the nailing strip. • Using a nail slot punch, create nail slots every 12" -16" in the top panel of siding and secure normally. • Finish the application by cutting crown moldings to length as needed, and snapping them into the frieze plate receivers. - ,,� n€rzs t Gxkir EHiP,ETrv'I � �r Sl3Q'�+1 C+Tr�'!ii j p>3nd� I I t Top panel installation Top panel installation using using dual undersill trim frieze plate and crown mold 18 Last full siding panel on the top of the wall Splicing of the undersill trim Measuring the height to cover Installing the top panel FVI3120,5 t Florida Building Code Online Busines�%� Profegsttsional �"�`- Mimi' 1} M. ad f BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff j BCIS Site Map Links IaMSearch� Product Approval x USER: Public User Pro luct Aouroval Menu > Prorlucf or Aoollcation Search > Amrliaatmn List > Application Detail FL # FL4091-R6 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Michael La Fevre mlafevre5l@gmall.com Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Cal Ledy 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Windows Single Ht vlaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer al, Evaluation Report- Hardcopy Received Lucas A. Turner PE-58201 Keystone Certifications, Inc. 04/10/2016 Steven M. Urich, PE la'- Validation Checklist - Hardcopy Received FL4091 R6 COI EvalReo CWS-154C (SH-8100 NI) odf Standard Year AAMA/W DMA/CSA/101/I. S.2/A440-05 2005 AAMA/W DMA/CSA/101/LS.2/A440-08 2008 ASTM E 1300-04 2004 PA TAS 202 FILE COPY https:tAvww.floridabuilding.orglprlpr_app dtl.aspx?param=wGEVXQwtDquz931%2b4g5faHJ3x%2fpCz8Ew97xeDrpe/a2bFkM%3d 1/3 618/2015 4 Florida Building Code Online Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: SH-8100 Vinyl Single Hung, OX, Max. size 52" x 71", see installation dwgs. for DP. Glass complies with ASTM E1300-04. FL4091 R6 II CWS-485A (SH-8100 Non -Impact 2x71) Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL4091 R6 AE EvalReo CWS-485A (SH-8100 52x71 NI),pdf FL4091 R6 AE Mikron NOA 11-0830 09 Ddf Created by Independent Third Party: Yes E o Conrad Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida is an AA/EEO employer. Coovrlaht 2007-2013 State of Flonda.:: 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 dick here . Product Approval Accepts: W1 Fig Ed 12 yCCpY1t5'Rll"Rk[p" FILE COPY https:lAvww.Boridablrildng.org/pr/pr_app_dtl.aspx?param=wGEVXOwtDquz931%2b4g5faHJ3x%2fpCz8Ewg7xeDrp%2bFkM%3d 3f3 ID 1,�1\\\I IIf111/I C y Z D ° O o i T•Cti``� v m T �"`• 'e�R� ;gym': u� Do Rio C D C C Sy V O U T �' o m D D o A O 00 -1 -1 O Oy A0z mDm I A m wr o Z Zm m N N A O D O p m m A O ( N N T m O D 2 A n O OC Z y p y g� K m m Z y 0 Y � Z m o y m N T CN mA v �9� N mN mx n+o 3 y 3 5 m m P� m m O O �r y�( Gu m, P o O1 A Y V VI W Y J W V) VI S.'C A N N N N N N N N N N N N N w Y VI N# W O O \ V1 O\\ O O W O W O W O.. O Coco co N N V) A CO N VI VI VI V�' VVi Vi VI W O O O O O O O O O O O O O O O V A VWi lN0 N tO N\ J J J J J J J J N Y OJ J pJ Y V) N N W W W W W VI VI O W O N O W O N O N O W O M O N O VI O VI O 1p NA to W p\J A 4J J J J V V V V V V V N 01 Y W A Po N N N VI VI N VI VI VI VI DD ++ W 9 Y 61 V W J V J V N N W lVll VVi {Vll {JJI IVII IJII N + V1 + + V� V� + + # + + + } + + W 'T O O O O O O O N N Ut ut M N N u• N F \\\\ O O O O O O O O N Y N OJ P J N 0] N A W pJ N W W N N H Vt W U1 � C O Y N W J Y N N N �^ D V W A W EJ {JIJ IJIJ VJi VJi VVi (V!� .O 7 . n O + + } A O Q O O O O O Q Q O O O O O O O Y Y w W m J \ O J Ut A W OJ N w N VI N lJ, ut + +++ N A W O\\\ O O O O O \ t+il O O N+ O O O O O N O O w U• Y T W p\J J Y J J J J J J J J J N O J VI A W GJ N N N N N U• Ut Ut M + t+n t+n N V� N + } } # + + + } }A O\\\\ O O O O O O \ O N \\ O N O U• O W O W O W J V•FW+ � N� p\p11 A N O J N J J J J J N O J Ut J Of OI V] VI Y V N W W V� M 0 0 \ 0 \ 0 \ 0 \ 0 \ 0 \ 0 \ 0 \ 0 \ 0 \ o \ a o o Y \ 1N+ W VI ONI J b N W Vmi W W \ \ V \ V Y N O J V) U A W VI Y OJ N 10 A N N N vit+n + o + In 0 + + + w O O O O 1^ O O O O 0 V' N O Y W W A] N b N N Omi O W V VI V W W O A Ut W l0 OJ J W Y O1 N OI Y � m D O m m P � m V A m m 9 m m m r P 0 0 EXTERIOR 4TERIOR (PE IE 3) SECTION B-B NOTE'. LEFTSIOE SHOWS FIXED LITE CUTAWAY, RIGHT SIDE SHOWS SASH CUTAWAY SECTION C-C ALTERNATE FIN FRAME LUCAS A. TURNER, FL P.E. 58201 �v ' No 58201 SECTION A -A NOTES: ITEMS 20, 23, A E 31, BUT O , 51, 52, 55, 58, 64, 67, 66 ARE USED BUT NOT TYPICAL VERTICAL SECTION SHOWN FOR CLARITY. #% �� = o '9'; STATE OF 10".2012 %�T'{f� pP .. PamwETAarAno cornDENTWt WINDOWSYSTEMTHE E IND. ANY REPRODUCTION N PARTOR AS A WHDLEWRXOUf TXEI '!/OSaS/ NAI, 1 WRITTEN PERMISSION OF CUSTOM WNOWlSYSTEMS, INC. IGPROHIRITED. �FIq�NA'Tp RECERTIFICATION 1012212012 PER 2010 FRO 10/21/11 TEF )MP. ANALYSIS CHART 12/18108 PER NEW FBC REQUIREMENTS I 07/07MA SW 44TH AVE. A, FLORIDA 34474 SECTION VIEWS / ALT. FRAME - NON IMPACT ' RAs"in EY 9ATE 8100 ADE 6/25/2012 . - PVC SINGLE HUNG """— NTS N.''NO CWS-154 ::., — D :acrr 4OF8 ttem# Part@+ Desetipdon Vamlar Material i 1- H-6021- Main Fr..-SH, wrFlg y%+C, Head Moon MDy4 2 H-6021 t Win F6, SH. WFlg.;%> ,Sit Milton MNyI t 3 H-6031MMain Fr. SH. wFIg.; %C, L. Jb. Mk(on Vinyl 4 H-6031 t Win F.. SH, wTIg.. PVC, R. Jb. Mkron Vinyl 5 H-183S INket.Rail. Fall - Keymark Plum 8 H-6027 (Sash WO.Rall. PVO Mkon Mayl 9 H-149Relnl.Sash WrLP,ail- Keyllark Alum iD H-6028 Each Bottom Rail, PVC Mkon Mnyl 12 H-6004 [Sash SideRopSot. Ral .Makmn Mnyl 13 S-1458"ReinLSH.RJS.SR Keymark Alum 14 S-6064 I GIn Be.. W87xd.,"nz Mkron Mnyl 15 5 069 IGIZ Bd., ]IB',Fxd., Vert: Mlk•en Vinyl 16 S-6064 GIz BE.,7/8•,Sash,Honz Mkron Mnyt 1 17 S-6064 IGIz Bd.,7/8•,Sash.VeM Mkmn Mnyl 18 S T3 :San. Adapt., wMib, PVJ, Herb, Mkron MOO 19 56014 ISun. Adapt.,%C. Vert Mkon Vinyl 20 1 S-6029 (Sash Stop/Filler, PVC Vert Mkron Vinyl 1 24 P-21£O !Balance BSI 25 P-30E9 (Sash Cam,PW - BE; PI.One 26 1 P-3046 ITake Out Clip - BSI- SS 2] P-3783 Lock.!mpad. PVC !ntetlock 28 P4OQ9 -Keeper, lmpad, PVO Interlock Zama. 29 P4959 � Wstp.,D.420x.187,Usad On H-1836 Uitra(ab 30 P4479 Weep C.wrW/Flap - Garr Plastic 32 P-3429 Wstp., 0270 x.187 back FinSeal, Gray UI1r3!ab 33 P-3423 Mtn., 0270 x.187 back FinSeal, Gray Uitrafab 1 34 P-3429 IWstp., 0.270 x.187 hack FinSeal, Gray UtraDib 35 P-3429 rWs�., 0270 x.197 back FinSeal, Gray Ontario • 36 -P-3429 'Wstp„ 0270 x.187 be KFinSeal, Gray Ultr3(ab 3] P4625 #8x2-12PHMod.imss TypeATek2 Aax Steel 38 P-3768 1#Bx0.625Ph PHSNS, Hub City Steel 1 39 P4051W 98 x 1250 Ph FH TEK.'Nbt. Hub City Steel PA2E4 lot x314 FH PH want Heatl,TEK. Win Hub City Steel P-3342 'Seam Sealer, SW5504 Schnee P-3752 .Cap Plug, 112"Hole M A Nylon P-3438 ISikalex 652 or Purled Glaw W Sika/Henkel P-3352 Set. Elk., 85 DuL, 1,8'x 5W x 2--g. F. Lowe Rubber M P-3881 (Temporary Lot.(NFRC-DP) P-3613 �CWS Lot.(logo) Pro Label Glass, Fxed(See Sheet 3) Glass, Sash(See Sh"t 3) P-3281 Spacer(see sheet 3) Duraseal P-3281 Spacer(see sheet 3) Duraseal P-3218 ;Susan Frame, Honz Nlmetal Num 63 P-3218 Screen Frame, Van. Nlmetal Alum 64 PJ321 (Sueen Fmme Comer Key Nlmetal Plastic 65 P-3581 Screen Cloth, 18 x 16 Fiberglass Betteme Fiberglass 66 PJ228 16creen SDline,.155 Die., Blk. Dope Vlnyi 67 P-3029 ISaeen Pull Tab Summit Num 68 P-3033 Screen Spring, SS FL Sueen SS 69 H-6026 1 Win Fr., SH. wIFm..%C Mkmn Mnyl 70 P-3113 S.Ew Support Mr PVG T. Plastics Nylon 71 5-8063 Fixed Rail Coler Mkron VInyl NOTES: Fi EMS 21, 22, 29, 31, 41, 42. 43, 49, 50, 57-61 ARE OT USED ON THIS PRODUCT 2 3 PVC FRAME. FIN-6026 PVC FRAME FLANGE-6031 1 15/e• F1 311fi"-i PVC SASH SIDE RAIL-6004 t6'—y �M SIB" 10 Lq= . PVC SASH BTM. RAIL-6028 5/8" 9 1• 6' JL_ REINF. SASH MTG. RAIL-1497 ALUM 6063 T-6 FRAME CORNER �2W16I CONSTRUCTION lli6" Saw SASH MTG. RAIL-6027 CORNER WELD (ALL SIDES) 2' F1321/B" _ FIXED MEETING RAIL SCREWED TOGETHER WITH FIXED MTG. RAIL-1836 OUTERFRAME. 51 6' t 51;6" PVC SCREEN SUPPORT -6014-1—"��sl//ff ::Jl - va• 19 PVC FIXED RAIL COVER-6063 ,1s 1 1l8"y 1 t�— PVC SCREEN CATCH - 6013 12'—{ ��_3•� 0 L�C7 SCREW SUPPORT-3113 �� JJ1 1-•L4 3/jJl 3 REINF. S.B.R./S.S.R. - 1498 ALUM 6063 T-6 Ox PRWNETARYANDC.HF.O.TNL 10/26/2012 THE INFORMATION COMAINE➢ IN THIS DRAW NG IS THE SOLEPROPERTYOF CUSTOM WINDOW SYSTEMS,iNC.ANY REPRODUCTION W PART CHAS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEM., NC. In PROH9ITED.. LUCAS A, TURNER, FL P. E. 7/B' ifi 13/6• 20 PVC GLAZING BEAD-6064 3/1� c' L PVC SASH STOP-6029 D UPDATED, RECERTIFICATION 10/2212012 C UPDATED PER 2010 FBC 10/21/11 TEF B I ADDED COMP. ANALYSIS CHART 12/18/08 58201AlUPDATED PER NEW FBC REQUIREMENTS 07/07/08 4` 'C'-.''kI U,�/ WINDOW'S&DOORS No 58201 :�13 �: 1900 SW 44TH AVE. y. = OCALA, FLORIDA 34474 * C: TITLE: EXTRUSIONS / B.O.M.- NON IMPACT ' STATE OF :WJ4 ^=RIcs 8100 - RAw/N9v: p : = ADE op\O'•G�♦♦�,♦ U::EL PVC SINGLE HUNGi6"L`' 1:2 �ONAtE�.S _I. e+. �E'TE�� D hrrip LLl 5 OF 4` 'C'-.''kI U,�/ WINDOW'S&DOORS No 58201 :�13 �: 1900 SW 44TH AVE. y. = OCALA, FLORIDA 34474 * C: TITLE: EXTRUSIONS / B.O.M.- NON IMPACT ' STATE OF :WJ4 ^=RIcs 8100 - RAw/N9v: p : = ADE op\O'•G�♦♦�,♦ U::EL PVC SINGLE HUNGi6"L`' 1:2 �ONAtE�.S _I. e+. �E'TE�� D hrrip LLl 5 OF SEALANT BETWEEN BUCK AND OPENING BY OTTERS 2 1Y4" MIN. EDGE DIRT.---11{--� ICI e BY OTHOTHETEIMASDNRy @Y o o.•�',p OTHERS EXTERIOR FINISH BYOTHERS PERIMETERSEALANI BYINSTALLER S 1 [1 SEALANTSEHINC FLANGE BY INSTALLER INSTALL. MASONF SUPPOR [D] TD INTERIOR - INTERIOR FINISH FINISH BY BY OTHERS 1 114• MIN. EMBEDMENT - OTHERS - •v,• •• 1318, MIN. EMBEDMENT {{' •"� •' INTERIOR FINISH:• BY OTHERS CONCRETOMASONRY +'.,+.• IDI Y - BV OTHERS r p r p 1I— 1/4• MAX. SHIM IB7 1/4• MAX. SHIM A• A r 7/8" MIN, EDGE DIST. IBI INSTALLATION ANCHOR, 3l1fi"DIA .' IDI �•;?•: MASONRY SCREW THRU SCREW °� SUPPORT prAr ';�'•' ' p• . �� Q ' . INSTALLATION ANCHOR, A G ' • / A > 910 WOOD SCREW WITH 4 . • • i ± ' ... INTEGRATED WASHER MIN. EMBEDMENT p 1 Y BUCK 11/4' . 444 I THRU SCREW SUPPORT OTHERS ICI 4• • / 1 I •�0 f ' r IGI 2 IQ, MIN. EDGE DIST„• p• y ft ICI a _ "r 2BYWOODBUCK ` A A BY OTHERS ti•`�'ti\\\ JAI MAX.SHIM 1 BUCK + PERIMETER SEALANT BYINSTALLER SEALANT BEHIND FLANGE BY INSTALLER OTHERS BY OTHERS ASEALANT ND OPENING AND OPENING BY OTHERS JAJ — SEALANT BEHIND FLANGE PERIMETER SEALANT BYINSTALLER 3YINSTALLER EXTERIOR FINISH DN ANCHOR, 3lifi"01>. /E� HORIZONTAL SECTION BY OTHERS X)REW THRU SCREW -EXTERIOR FINISH ERIOR fi FRAMER ( Y) BY THER HORIZONTAL SECTION ME(WODO) �Ip INSTALLATION ANCHOR 31H)'OW 1 MASONRY SCREW WNEOPRENE SEALANT BEHIND FLANGE BACKED WASHER THRU SCREW BYINSTALLER SUPPORT ICI PERIMETER SEAIANT IS) MAX. SHIM BYINSTALLER �IBI UNDER_ i HEAD BY INSTAL SCREW EXTERIOR FINISH •- -s REFERENCE NOTES: HEAD BY Irv5TAl1 ER BY OTHERS _ D -D D e D- _ ` 1 - • D • • D . e •D . 4_ 1 1 V MIN. EMBEDMENT A SEE NOTE 9, SHT 1 INSTALLATION ANCHOR, 311TOIA. D IC7 B SEE NOTE 283, BHT SEALANT BEHIND— MASONRY SCREWWNEOPRENE D • D e •. °? s• •D s' sD D' D ° D C SEE NOTE 4. SHT 2 FLANGE BY -� BACKED WASHER THRU SCREW D ° ° ' ° D . e D _ D _ D D SEE NOTE S. SHT 2 INGTALLER - SUPPORT sD ° I> s' °D ° D° • ° D° s 2112" MIN.EDGEDIST.[C] ICI 1W MAX. SHIM D e - s D D ° D . s D • s • •D • ° •e PERIMETER SEALANT D D D • ° D BYINSTALLER �IBI eD sD D UPDATED, RECERTIFICATION 70/22/2072 _ C UPDATED PER 2010 FRC 10/21/11 TEF EXTERIOR FINISH . -( CONCRETEIMASONRV ALTERNATE PRECAST SILL DETAIL BY OTHERS :' •••o •^ r BY OTHERS ® - D ADDED COMP. ANALYSIS CHART 12/18/08 yx SILLSTOOL FRAME (MASONRY) A, p:>• *✓ BYOTHERS LUCAS A. TURNER. FL P.E. 58201 A UPDATED PER NEW FBC REQUIREMENTS 07I07/0- SUPPORT TO MAKE ••o•P• Id. > A•AA • SILLLEVELBYOTHERS - `Y°4XY�10RE4y 1�++i+ 1�4L�WVAY _ n n >�I• L > `VP5.4L SFGRZ� WINDOWS&DOOM GElJ ' > = >' • �'•� 1114" MIN. EMBEDMENT �� J�TH CONCRET€INIASONRYJ _ _ `CI No 58201 m'1 OCA A, FLORIDAAVE. ' II-- �, * ,k OCALA, LORI34474 BY OTHERS - �� p 1M• �f n 9: a TITLE : INSTALLATION DETAIL THRU FRAME NON IMPACT HIGHSTRENGTH [ _ MIN. EDGE DIRT. [C]^V. STATE OF 41 OINERIFft-tTURAL i ' O'. ,,, MR' 8100 R A i6Y ACE TE 612512012 ff-I; GBYOTHER' �, VERTICALSECTION - THE WFORMATION COMAINENOPIREIN TSO NDCOING STHESOLE PROPERTTAL YLSTO. 'I,i��••'C ORIQ•.''('j.V�EL: wSL� JN. v.YO. CWS_ ® FRM.IE (MABONRY) WINDOW SYSTEMS, INC. Y REREPRODUCTION ROUCTIO sIN PART OR AS PRoxlailWEo�ouT THE +i+S�,ONAF LEa•� PVC SINGLE HUNG '' NTSD 't,LF1._ SOPS 54 SHEATHING BY OTHERS PERIMETER SEALANT BY INSTALLER WINDOW NRAP BY IN_TAI LER WINDOW'NRAP BYINSTALLER PERIMETER SEALANT BY INSTAL LER EXTERIOR FINISH — BY OTHERS TSHEATH BY OTHF MID ] 3(§_ MIN. EMBEDMENT [01 2 BY WOOD BUCK BY OTHERS JAI INSTALLATION ANCHOR, ^�.. *10 WOOD SCREWWITH INTEGRATED, WASHER [D] .da es ' { 9/57 MIN. EDGE DIST. [DI 114" MAX. SHIM [B] BY OTHERS JAI INSTALLATION ANCHOR. — #10 WOOD SCREW WI INTEGRATED WASHER [DI 318. 13'8• MIN. EDGE DIST. MIN. EMBEDMENT (01 0 i' SHEATHING BY OTHERS - „ —I iM' MAX. SHIM -[B] 1 318- MIN. EMBEDMENT L01 L3& MIN. EDGE DIST. [D1 O4 SEALANT BEHIND FIN BY INSTALLER 114"MAX. SHIM BY INSTALLER PERIMETER SEALANT R JBI H ZONTAL SECTION i' _ FN(WDOD) s•a ZTe MIN. EDGE DIST. [0] 2 BY WOOD BUCK BY OTHERS LUCAS A. TURNER. FL P.E. 58201 [A] INSTALLATION ANCHOR. .4`1111�1114 OREIN /q �YY - #10 WOOD SCREW W/INTEGRATED JP WASHER . " ENF C,PS: DOE NSF•.R,y: [DI No 58201 P 1 WC MIN. EMBEDMENT IDI ` 3' ;u :Qi• STATE OF 24QS RTOAL SECTION SECTION 012610012TOM NDCOSNG 'I�F4 pRLO•p.,S,o :&77FI81 (WOOD)(WOOD) THE INFORMATION CONTNNEDWRETAR I3THETI EPROPERT1 iNE A!SS�ONA�EC, WRITRTpEN PERMISSION OF CUSTOM WINO0GW 5Y5TEh15JNCJ5 PROHB¢pHOUT I REFERENCE NOTES: ASEENOTE 9.SHT1 B SEE NOTE 283, SHT 2 C SEE NOTE 4,SHT2 D SEE NOTE 5, BHT E SEE NOTE 6, BHT )ATED, RECERTIFICATION 10/22/2012 )ATED PER 2010 FBC 10/21/11 TEF )ED COMP. ANALYSIS CHART 12/18/08 )ATED PER NEW FBC REQUIREMENTS 107107108 VANOOW58 DOORS W 44TH AVE. „FLORIDA 34474 INSTALLATION DETAIL WOOD CONST. - NON IMPACT 8100 ,RA;"n: BY.. ADE .:Arc _ 6/25/2012 PVC SINGLE HUNG"" NTS �'�'"'D'O"CWS-154 ]EY. UB .;nI: D SH -j' 7OF8 PERIMETER BY INSTALLE SEALANT BE BY INSTALLS SEALAPITBEHIND BY INSTALLER PERIMETER SEALA BYINSTALLER MAX.SHIM TION ANCHOR; O SCREW __._-.. __....._. - ...__ BY INSTALLER K ORIZONTALSECTION 8 LUCAS A. TURNER, FL P.E. 56201 - REFERENCE NOTES. A SEE NOTE 9. SHT 1 D SEE NOTE 2&3, BHT 2 C SEE NOTE 4, BHT 2 D SEE NOTE 5, SHT2 E SEE NOTE 6. BHT F SEE NOTE 7, BHT 2 G SEE NOTE 10, SHT2 RECERTIFICATION 10/2212012 PER 2010 FBC 10/21/11 TEF )MP. ANALYSIS CHART 12/18/08 PER NEW FBC REQUIREMENTS 07/07/08 J VERTICALSECTION ``4pS. �Ci IN LL`='/ IG�. `%I WINOOWS&DOORS NO 58201 :�A 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ZZ cq _' ITUE` INSTALLATION DETAIL THRU METAL -NON IMPACT � V, STATE OF : /1/3 ;gR ES Rmvm By I:ATE PRCPRIETARYANOCONFIDENTNL 10/26/2012 '0 *:'° P $w' 8100 ACE 6/25Y20 THE INFORMATION CONTAINED W THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM L�F`S-...... ••Cj�`. 'w[C PVC SINGLE HUNG ""`- 'W''NOWINDOW 'CWS-1 WRITIENPERMI9510NOFCOETOMWWOOW SYSTEMS, INL.INC, ANY REPRODUCTION IN PART OR SSPROHIBITEO. A WHOLE WITHOUT THE gAFS,p A; •E •.• ,.,,TTEH: D ;rIFtT 8L xionua rsunumg t-.oae unime rage 1 of t El 1UN 15 it"r f r lt(((( lh�pi�"kFkia,nC-n!; acts Home Log In User Registration Hot Topics Submit Surcharge Stars &Facts Publications FBC staff BCIS Site Map Links Search Business Professional a Prod uct Approval ` ; USeh Public User fdpcj_ApRioval_HSgu>Pmdun or Application Search> A ration List> Ian Detail IiIE $t . >,f , FL # FL161-114 �' "u'"t"`"'-"""'�"3 Application Type evision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Michael La Fevre mlafevre5l@gmail.com Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Leff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson Category Exterior Doors Subcategory Swinging Exterior Door Assemb Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer - J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 ' Validated By Steven M. Urich, PE Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 9 Validation Checklist - Hardcopy Received FL161 R4 COI„_EvalRep CWS-176G (Guardian„Door).pdf Standard AAMA/101/I.S.2-97 ASTM E 1300-04 Year 1997 2004 http://www.floridabuilding.Erg/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvyf4ngAXf0ILE/ COPY' rfon(ia isuuamg t.oae vnane Yage 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products I� Method 1 Option D 12/01/2011 12/16/2011 12/21/2011 01/31/2012 04/28/2015 F Model, Number or Name Description 161 Guardian Hinged Door Guardian Hinged Door w/ Glazed Insert (Operable or Fixed). Limits of Use Installation Instructions' Approved for use in HVHZ: No FL161 R4 11 C'WS_176C1Guardian Dgor),pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +40/-40 Evaluation Reports Other: Not for use in HVHZ. Primarily used with Screen FL161,_R4 AE EvalRep CWS 176C,(Guardlan Door).pdf Rooms. Created by Independent Third Party: Yes 161.2 Guardian Hinged Door Guardian Hinged Door w/ Solid Core. Limits of Use Installation Instructions Approved for use in HVHZ: No FL,161- R4 II CWS-242B LGuardian DOor_n_oylass).pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +40/-40 Evaluation Reports Other: Not for use in HVHZ. Primarily used with Screen FL16I_R4 AF Ev_alRep CWS 242B_(Guardian Door no Rooms. glass)_pdf Created by Independent Third Party: Yes Back Nect Carried U :: 19Q North Monme Street Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida is an ANEE0 employer. Coovdght 2007-2013 State of Florida :: Privacv Statement:: Accessibility Statement:: Refund Statement Under Florda law, email addresses are public records. It you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this enUW. Instead, contact the once 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 othe r 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emadi; 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: E. r9_2P11Of2 ,trarily:•, r„�, BILE COPY http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 0 .. 6/15/2015 PRIME DOOR ELEVATION (NON -IMPACT) 3Z1/4` SLOW OVERALL r 1 B 6O" FRAME OFENING HEIGHT .__ _ DOOR CORE 37,250 OVERALL WIDTH ---- 36! FRAME OPENING 35_ — DOOR CORE A I _ I 7 5/8- HINGE L zz� HINGE 7 I/8' HINGE 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: OUTSWING, LEFT OR RIGHT HINGED. 4. ANCHORAGE: THE 331111%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-7 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR CE=1 6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. DESIGN PRESSURE RATING (SEE BELOW): -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300, 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT USED AT ALL FRAME JOINTS, S. REFERENCE TEST REPORTS: NCTL-210-3251-1 9. 1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. PORCH ENCLOSURE MEMBERS SHALL BE 6063-T5 ALUMINUM MINIMUM WITH MINIMUM WALL THICKNESS OF 0.046" STRUCTURAL INTEGRITY OF PORCH ENCLOSURE TO RECEIVE APPLIED LOADS FROM WINDOWS SHALL BE VERIFIED BY OTHERS, DESIGN PRESSURE RATING +40.0 PSF C UPDATED PER 2010 FBC 10/17/11 TEF A LUCAS A. TURNER, FL P.E. 58201 B ADDET VEIN.DDO_R-COLUMN TO PARTS LIST 03/13109 IF CONTENTS FES .......................... ECUL ED ULESNOTES..........2 All. .................................3 VS .................................4 BB.O.M.........................5 J DETAIL....................6-7 ..u„,...,oEITLE. X� PROPRETARYANDCOWIDESTAL II/30/II THEINFORMgTIONCONTAINEOIN TRSDRAWINGI5TNE30LE PROPERTY OF CUSTOM Y✓iNOCW$YSTEMS, INC ANY flEPROWCTIONINPART ORASA.Ot WITHOUTTME WRITTEN PERNCONOFCNSOMWINO SYSTEMS, INC. ISPROHl61TE0 \``�`; PIc 6•E N1vTTG �'' SF•.�y��' NO 58201 •: A 1 C # � # ; # 3 �9: STATE OF jtu: iO`: •I(/. �LTOc' •<OR1Q P'•�=:�� �1 S••• , U' \ "I",. NA1-��\`�\ , FTI/TiL\\ —J��T•G�WF1'l• MNNDOW5A DOOM 1900 SW 44TH AVE. OCALA. FLORIDA 34474 GENERAL NOTES 'EWES' RAWN BY' 1000 ADE ATE 03/13/20( AOOEL SCPLE. GUARDIAN DOOR NTS WG NO. DWS-i EV lEiiN C 'HEFT 10F7 NOTES: INSTALL ONE #10 ANCHOR THRU EACH HINGE INTO SUBSTRATE (SEE SHTS 6,7) 123/4" MAX. O.C. 6" MAX—I- 77" MAX O.C.' 1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO'D AT INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3, LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 3/16" DIA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2", IN ANY DIRECTION, SHALL BE ACHIEVED. 5. #10 WOOD SCREW ANCHORS THRU FLANGE MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 5116". IN ANY DIRECTION, SHALL BE ACHIEVED. 6. #8 OR STRONGER WOOD SCREW ANCHORS THRU HINGE OR LOCK/DEADBOLT STRIKES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO BY WOOD BUCK A MIN. EDGE DISTANCE OF 1/2" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. #10 SMS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN, PENETRATION OF THREE THREADS BEYOND ANCHOR PLATE SURFACE IN TUBE FRAME INSTALLATION. INSTALLATION ANCHOR, TYP. (SEE NOTE 2) INSTALL TWO#10 ANCHORS THRU STRIKE PLATE AND DEADSOLT STRIKE PLATE INTO SUBSTRATE (SEE SHTS 6, 7) GLAZED WINDOW FRAME (SEE NOTE 7) S. GLAZED WINDOW FRAME ATTACHED TO DOOR LEAF OPENING IN ACCORDANCE WITH STRUCTURAL PERFORMANCE TEST REPORT NCTL-210.3251. 1. ALL GLAZING IS TEMPERED GLASS ONLY. ANCHOR LAYOUT - (FLANGE) 9. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 10, ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. C UPDATED PER 2010 FBC 10/17/11 TEF 11. INSTALLATION ANCHORS SHALL BE 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. WCAS A. TURNER, FL P.E. 5820t B ACDED VENDOR COLUMN PARTS LIST 03n3109 12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES. P�LPSIOREVI, '11, D-MINIMUM SPECIFIC GRAVITY OF G-0.55(SOUTHERN PINE ORGREATER) �C�dICRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,2DO PSI. ; P5:'�cErvs'•vR ONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). yG.•MINNORS No 5820t ••. A MINUM-6063-T5 (OR GREATER) ZZ _ 1900 SW 44TH AVE. per; OCALA, FLORIDA ♦ #- 34474 MA I G AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE '-0 q� ILE ANCHOR DETAIL& NOTES "pt IT CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: A100MA WINDOWSORDOO�A 200(FLANGE WINDOWS), FMAIWDN1A 250(BOTHE STATE OF ;4r: i0-• �Y SERIES RAWN BY' qTE' -No 3/13/201 3FIN WINDOWS), 1111 F P/AA ncsoLe of c�s�oM '�SF<,Oq: t??G\=`� 1000 ADE u gw1CPHOSA.1. THIS IS PROPERTY EMSINC REPROESICTION IN PART ,IINC CUSTOM ooEL. scue a"��� GUARDIAN DOOR '��%�� WO MITTEN PERTMISSION OF MYN00W5 STEMS,Y SSPROHISI EOROUTTHE A,� EV LETT RTC HEET 70F20F 1� I __ 27. 1111_8'_ MAX DLO HEIGHT 26 7re" MAX OLD HEIGHT L— - 2Q2L7 ff" MAXFRAME WIDTH 24 9/16" r MAX DLO WIDTH f MAX DLO WIDTH FULL VIEW SINGLE HUNG - -- ALL GLAZING (FIXED & SASH) TEMPERED GLASS ONLY LUCAS A. TURNER, FL P.E. No 56201 STATE OF vaoPwErAarANDcorrmervTwL II/30/II '00,. (OR,Oa THE NWWSYSINFORMATION MS.INCCONTAINSyDINTHIS ORAWINOIS THE SOLE PROPERTY OF CUSTOM '/SS. r WRIT�TENPERMISSiONO CU...WHON�RODMCTION IN PART OR M SYSTEMS, INC IS PROHIBITED BITEDuE XWiTXE pr OP1A.. F'I u"CK Lulu Huu 10/17/it TEF VENDOR COLUMN TO PARTS LIST 03I13/09 1900 SW 44TH AVE, OCALA. FLORIDA 3 OF J EXTERIOR INTERIOR -;3z1 ALT. THRESHOLD (1186) ALT. THRESHOLD (1126) (1193) zz PRCPRIETARYAND COKICENTAL ( 3U 1 A -A THE INFORMATION CONTAINED IN TMS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEM$ INC. ANY REPRODUCTION IN PART OR AS WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED IN E: SECTION B-B LUCAS A. TURNER, FL NO 58201 :'A :¢ STATE OF NOTE: ITEMS NOT SHOWN FOR CLARITY 1,3,5,7,9,11,17-19.21,22,24-31,36,37 3D PER 2010 FBC 10/17111 TEF VENDOR COLUMN TO PARTS LIST 03/13109 WINDOWS & DOOM 144TH AVE. FLORIDA 34474 40F7 Ibap DOOR CORE - H-1001 CORNER KEY - S-1002 i It 1 13/16' OUTSWING HEAD S-1377 \J 1 11116" OUTSWING JAMB S-1374 (7 T -- 3 3/e -- 7/16"- -1 - 905 _A BUMPER THRESHOLD S-1126 ALL ALUMINUM EXTRUSIONS ARE fi083-T6 zz PROPRIETARY AND CONFIDENML II/30/II THE INFORM4TION CONTAINED IN THIS DRAWING IS THE 501E PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. My REPROOIICTION IN PART OR AE A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDO'N SYSTEMS, INC IS PROHIBITED LUCAS A. TURNER, FL P.E. 58201 r. NO 58201 ;P•t_ STATE OF 2 5/8" 33 1 31II1 fi" _L ADJUSTABLE SWEEP S-1300 6� I 13/16" —L SADDLE THRESHOLD S-1193 ----215116" --- 5 1 1/2" 1 STANDARD THRESHOLD &1186 OUTER FRAME ASSEMBLY PANELFRAME ASSEMBLY UPDATED PER 2010 FBC 1011]111 TEF B ADDED VENDOR COLUMN TO PARTS LIST 03/13109 DOORS 34474 CWS-1761 11/2" MIN. EMBEDMENT ---- [DI 'v CONCRETE OR MASONRY w .r OPENING BY OTHERS. INSTALLATION ANCHOR, #10 DIA. WOOD SCREW / ANCHOR. \ IDI SEALANT BEHIND FLANGE---/ BYINSTALLER. EXTERIOR INSTALLATION ANCHOR. 3/16" DIA. CONCRETE SCREW ANCHOR. ICI SEAL OR SET SILL IN CONCRETE OR MASONRY. PERIMETER SEALANT BYINSTALLER. INTERIOR DOORFRAME SILL 114" MAX. SHIM IBI (A] DOORFRAME HEAD 3/8" MIN. EMBEDMENT (E) WEEN BUCK AND OPENING 2X WOOD FRAME/2X BUCK- , BY OTHERS MIN. EDGE DIST. A] INSTALLATION ANCHOR, - #10 DIA. WOOD SCREW 112" ANCHOR, MIN. EMBEDMENT [DI IDI FRAMING \I---y-- --- 5116" MIN. EDGE DIST. [DI INTERIOR r1/4" MAX, SHIM IB1 INSTALLATION ANCHOR, ](2" #8 WOOD SCREW THRU HINGE (MIN. EDGE DIST.) [EI EXTERIOR FINISH (1 ANCHOR/HINGE) [EI BY OTHERS. EXTERIOR \- PERIMETER SEALANT - --6/i6"MIN. EDGE DIST. IDI BYINSTALLER. SHIM B I 1/4" MAX=INTERIOR ' E HINGE SIDE DETAIL IS ¢x YYCCCEDCw woo0 FanmlNc - 1_3/8". MIN, EMBEDMENT IE] - - 2X WOOD FRAME/ 2X BUCK BY OTHERS. -i [A] ] —STRIKE PLATE SCREW #8 WOOD SCREW (2/STRIKE AND DEADBOIT STRIKE. IEI 112 MIN. EMBEDMENT [DI REFERENCE NOTES' EXTERIOR )\ (MIN. EDGE DIST.) IS) IAI SEE NOTE 9, SHTi IBI SEE NOTE 284, SHT 2 IDI SEE NOTE , SHT 2, -- INSTALLATION ANCHOR, [DI SEE NOTE 5, SHT 2 #10 DIA. WOOD SCREW [EI SEE NOTE 6, SHT2 PERIMETER SEALANT ANCHOR. / BY OTHERS. \ IDI GLAZED WINDOW FRAME ATTACHMENT EXTERIOR FINISH (SEE NOTE 7, SHEET 2) BY OTHERS. C UPDATED PER 2010 FBC 10/17/11 TEE LUCAS A. TURNER, FL P.E. 56201I B IADDEDVENDOR COLUMN TO PARTS LIST ON13109 1�2.WO.O LOCKING SIDE DETAIL aGClUn6FRAln. / _•Q`��EpREW/.?._ ��)1"? .'I_1L4"MIN. EMBEDMENT - b o [C) T ,------CONCRETE OR MASONRY v ° v • v BY OTHERS. �Z IN. EDGE DIST. _ DI THE INFORMATION CONTAINEOINMTHISORAWIETARYANDNGOISTXE SOLE PROPERTY OF DENTIAL NS'OM -C VERTICAL SECTION g ------------- WINWWSYSTEMS, INC. AHED IN THIS DMVNINPARHE SOLE ROPEEWITHOUTTO WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC ISPROHITTEO J `' P'•�'��� No 58201: P 9 ? ; * v • « . ¢� �9': STATE Of W: O • • rr,CSERIES T ;'° P. $ ��,�S •C..•R•�•'�'' �\�\ +�S' N \ // 1pNAT•E \\\` //1//111/ET11`• '1UNDOWS&DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TLE INSTALLATION DETAIL -WOOD : 1000 RAwN UY ATE AIDE 03/13/2009 OOEL GUARDIAN DOOR SCALE. WG. NO. NTS CWS-176 EV IETTER C HEET b, OF CL1NttIN tTNu W Sl MEMBER BY OTHE IA] INSTALLATION AN 910 SMS. IN SEALANT BEHIND BYINSTALLER EXTERIOR SCREEN ENCLOSURE -- MEMBER BY OTHERS (A) INSTALLATION ANCHOR, #10 DIA SMS ANCHOR. IF] 1/4" MAX. SHIM [B] DOORFRAME JAMB INTERIOR DOORFRAME D HEAD o INSTALLATION ANCHOR, SEALANTBEHIND #8 SMS THRU HINGE EXTERIOR BV INSTAALLERLLER (1 ANCHORIHINGE) IF] EXTERIOR FINISH BY OTHERS. PERIMETER SEALANT BYINSTALLER,ALLER. H'_ -HINGE SIDE DETAIL 7 ALUMiNUWSTEEL TUBE__ 1/4" MAX. SHIM -- IB( DOORFRAME/ JAMB SCREEN ENCLOSURE INTERIOR MEMBER BY OTHERS [A] INTERIOR REFERENCE NOTES: —STRIKE PLATE SCREW #8X 11/2'FH EMS[FI (A]SEENOTE 9,SHT1 (81 SEE NOTE 283, SHT2 DOORFRAME — -'--- ]] [C]SEENOTE 4,SHT2 SILL [D) SEENOTE 5,SHT2 L [EI SEE NOTE 6, SHT 2 -- �— IF) SEE NOTE 7, SHT 2 INSTALLATION ANCHOR, #10 SMS ANCHOR SCRE INSTALLATION ANCHOR, /GLAZED EXTERIOR EH 3116" DIA. CONCRETE SEALANT BEHIND FLANGE ICI SCREW ANCHOR. BY INSTALLER SEAL OR SET SILLS WINDOW FRAME ATTACHMENT C UPDATED PER 201O F6C 10/17/11 TEF CONCRETE OR MASONRY. (SEE NOTE 7. SHEET 2) LUCAS A. TURNER, FL P.E. 58201 B ADDED VENDOR COLUMN TO PARTS LIST 03/13109 BY OTHERS.SEALANT L G LOCKING SIDE DETAIL �,�°Pp1ORE41,4jG / . 0 • 7 ALUMINUMSTEEL TUBE r ° �O/\. l° Z•y 1NNDOWS&DOORS _1�-14iIMIN. EMBEDMENT �O° v °, No 58201 :m1> � 1900 SW 44TH AVE. CONCRETE OR MASONRY y y Z OCALA, FLORIDA 34474 ® 'o ' o • v v 'v ' v e v BY OTHERS. - y ITLE'. �f •�' INSTALLATION DETAIL - ALUMINUM TUBE ,�PL STATE OF :•1UZ EflIES'. RhWN BY' ATE: IN. EDGE DIST.---F--e -i PRaPraETatruuocowmENTwL :O'\".' P =�� 1000 ADE 03/13/2009 DI " _F_ V_E_RTIC_AL _SECTION, THE INFORMATION CONTAINEDIN THIS DM NG IS THE SOLE PROPERTY OF CUB TOM ///�S `�.R.,O'•V`�`` OOEL SCALE. WG NO' T - I NOOW SYSTEMS, INC, ANY REPRODUCTION IN PART OR AS A WNOLE WRMOUT THE %. S/ NAt EN �` GUARDIAN DOOR NTS CW$.1]I WRRTENPERMIS90NOFCUSTOMNANO SYSTEMS, INC ISPROHIBITED AI/OI\LII\\\V\ EVLEiitHC HEEi 7OF7 CONTRACTOR: South Florida Aluminum Products Inc. DESIGN CRITERIA:• ApolicablfCodes, Regulations, and Standards 1. The 2010 Florida Building Code. specifically Chapter 16 Strucluml Design, Chapter 20 Aluminum, and Chapter23 Wood 2. AA ASM 35 and Specifications for Aluminum Structures, Pan 1-A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition 3. ASCE 7-10. 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category IL 2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed Vac* = 161 MPH. Vrm = 125 MPH 3. Exposure Category, Paragraph 6609.4.3: Exposure C 4. Building Category for Aluminum Structures, Paragraph 2002A Category TYPE I- Wood Shed: Non-Hahitable, Unconditioned Foundation Design Existine concrete. No additional concrete footing or slab is reouired to resist the loads imposed upon the existing slab by the proposed construction if the existing slab a a minimum of 4" thick and in sound condition. free from structural crackine. scallion. or other deterioration Roof Type 1. Roof Type: EXISTING 2. RoofMaterial: EXISTING Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the Florida Building Code, 2010 Edition, and any other applicable local codes and regulations. 2. The minimum wall thickness of aluminum extrusions shall be in accordance with the Florida Building Code, 2010 Edition and the 2005 Edition ofthe Aluminum Association Manual, but not less than 0.040 inches. 3. Aluminum exhusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and scaled authorization of Smcoast Aluminum Engineering, LLC. 4. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material must be approved 5. Fasteners are required to be SAE Grade 5 or better zinc plated 6. All Self Mating Beam Sections are to be stitched with either#14 screws 6" from ends and 24" center to center or #12 screws 6" from ends and 12" center to center. 7. Door location shag be determined by contractor in the field 8. Where concrete specifications are required, whether in the screen enclosure scope or not, by am or more regulatory agency, the following spec cations are applicable: a Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type 1,-ASTM C 150 it. Aggregates - Large Aggregate 3/4" max- ASTM C 33 iii. Air entraining +/-1%-ASTM C 260 iv. Water reducing agent -ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: I. Reinforcing Bars- ASTM A615, grade 60 ii. Welded wire fabric -ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after hatching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted f Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. IL All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 9. The minimum nominal thickness ofpmtector panels 0ackplates) shall be an industry standard of 0.024 inches. 10. All lumberand plywood shall have grade marks and treatment identification and Shall conform to the following a Framing lumber shall be minimum no. 2 southemyellow pine and have a maximum moisture content of 15%. b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcum, as recommended for the use condition- Pressure treated lumber shall be impregnated with a cca salt treatment in accordance with fs. tt-w-571 and bear the American Wood Preservatives Institute quality mark 1p-2. c. Wall Sheathing APA rated Sheathing, thickness as indicated, Exposure 1. d. Aluminum members that are uncoated shall be separated from Pr lumber by 30# felt paper, 10 red polyethylene sheet or equivalent material. 11. Connector shall provide Florida Product Approval information as to the exact window being utilized for this project, including manufacmers specifications, and installation methods for anchoring the submitted windows to Aluminum members and specific sizes as indicated on A.I. 12. Connector shall provide any additional backing and anchors as required by the window manufacturers recommended procedures. 13. All glass panels within 24" ofa door opening shall be oftempered glass per FBC-R308.4 14. All flashing and weatherproofing shall be provided by the connector. 15. Use ofthese plans acknowledges and accepts a limit ofliability not to exceed design and engineering fee. WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOGGLE EARTH, (2) 2x VINYL HOUS 1/Y P 2x4 BOTTOM REC€9" D JUN 15 Eb 2x4 16 O.C. COMPOSITE 45X58 45X58 40X58 45X58 45X5W WINDOW WINDOW WINDOW WINDOW WINDOW 22•-0. A 22,-0" 1 a ST. LUCIE CO t 1 1 REVIEWED FOR COS REVIEWED MY DATE OR NO BE ;MADE llllh�,,; el Il 1 m w Z ". ' 7 \ PROFE4 IOWILIR L\ OC W W Z _ 3 W LL Z W Q m (7 0 a o Z 0 w N C Z N G Z W LL O ; Q p CL wa H O 1 V1 LL COMPONENTS & CLADDING - Vsm DESIGN PRESSURES FOR WINDOWS / DOORS: +30.4 PSF / -40.7 PSF ADJUSTED CO-EFFICIANT FOR D(P C - 1.21 +36.8 PSF / -49.2 PSF CONCEALED FASTENERS ORAT1ACHMENT: ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD JOB THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. FILE DRAWN BY AG DATE DRAW 05/28/15 REVISION t COPY SHEET NO: A-1 ALUMINUM LWNIZERS DIMENSIONS HOLLOW SECTIONS 2x2: 2"x2"xO.046- 2x3: 2"x3"x0.050" 2 x4: 2"x4"x0.050" 2x5: 2"x5"x0.050" OPEN BACK SECTIONS 1 x2: 1"x2"x0.040" I x 3: 1"x 3" x 0.045" SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" 2 x 3 Snap: 2" x 3" x 0.050" 2x4Snap: 2"x4"x O.045" SELF MATING (SMB) 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" 2x5SMB: 2"x5"x 0.050"x 0.100" 2X6SMB: 2"x6"x 0.050"x 0.120" 2x7SMB: 2"x T'x 0.057"x 0.120" 2 x 8 SMS: 2" x 8" x 0.072" x 0.124" 2x9SMB: 2"x9"x 0.072"x 0.124" 2 x I O SMB: 2" x 10" x 0.092" x 0.398" MINIMUM FASTENER EDGE DISTANCE: 112" MINIMUM FASTENER SPACING: 3/4" ITW H 2.5 AT 2X4 HORIZONTAL. BLOCKINGAT SHEATHING SPLICE- (2)16G TOE NAILS EACH END 1 H 2.5 ATALL SIMPSON STRONG TIE HDSA LTT20B MAY BE USED IN LIEU OF HDSA HEADERSCHEDULE OPENING HEADER SIZE UP T03'4- (2)Y x6• X4. TO V4 R)Yxe' 5-5'TOB • R)rxlrc e•-T TO 1Zs mT.17 SP4 PERMITTED TO BE USED IN UEU H-25 TOP PLATE DOUBLE2X 3 -16G x 5 EACH SIDE IN EACH HEADER .Ly-T*4gMag EYa!f allI- 2-2X4 STUDS MIN. EACH SIDE OF OPENING 16e @ 24" O.C. STAGGERED 2X4 STUDS @ 16" O.C. BOTTOM PLATE SINGLE 2X PT SIMPSON STRONG TIE HDEA LTT20B MAY BE USED IN LIEU OF HDSA A -A TYPICAL WOOD FRAME WALL DOOR SECTION A-2 SCALE: MS 3" x 0.OW' (2) 3/8" DOA. CONCRETE (3•' CONC. EMBED) W x 3" x 1/8" EXTRUDED POST BASE W/ (2) 3W DIA THRU BOLTS B�T 3" x 3" POST TO CONCRETE CONNECTION DETAIL A-2 SCALE: NTS H 2.5 AT ALL 2X4 HORIZONTAL BLOCKINGAT SHEATHING SPLICE (2)16G TOE NAILS EACH END LSTAI2 EA HEADERSCHEDULE OPENING HEAnERSIM uP TO Yi• (2)zxa• s• 5-11 TO5'4' 2)Yza• TO R)z•x m• 0'-7TOlZ8 (2)rz lr SP4 PERMITTED TO BE USED IN UEU H 25 TOP PLATE DOUBLE 2X 3 -16G x 5 EACH SIDE IN EACH HEADER HEADER PER SCHEDULE 2 -2X4 STUDS MIN. EACH SIDE OF OPENING SG @ 21V OC STAGGERED 2X4 STUDS @ 16' O.C. (3)16D TOE NAILS TOP AND BOTTOM BOTTOM PLATE SIMPSON STRONG TIE HOSA \\\\`SINGLE 2X PT LTT20B MAY BE USED IN LIEU OF HDSA SIMPSON STRONG TIE HDSA LTT20B MAY BE USED IN LIEU OF HDSA B-B TYPICAL WOOD FRAME WALL D WINDOW SECTION A-2 SCALE: NTS NEW WOOD FRAMING LAG SCREWS SIDE INTO BEAM S'�,T BEAM TO HOST STRUCTURE ATTACHMENT DETAIL A-2 SCALE: NTS 1/2':12' MIN COMPOSITE ROOF (2) 2X4 TOP HEADER SCHEDULE OPENING HEADERBIZE UP TO S4 (2)rxT TS'TO 5'4• (2)YZB' 5'4•TO BS• (2)Yx IW B'-7T01z8 (Z)YxIY BP4 PERMITTED TO BE USED IN LIEU H35 BASED ON A MIN SOIL BEARING PRESSURE OF 1,500 PSF BEARING CAPACITY OF SOIL SHALL BE VERIFIED BY LICENSED CONTRACTOR PRIOR TO POURING CONCRETE. THE SLABIFOUNDATION AREA SHALL BE CLEARED OF DEBRIS AND ROOTS AND SHALL BE COMPACTED PRIOR TO PLACEMENT OF CONCRETE. CONCRETE SHALL BE PER SPECIFICATIONS IN THE DESIGN SUMMARY. 1W'DIA X5"LAG W/ NEOPRENE WASHERS PER PANEL 12" OVERHANG MAX O: 4f Q _ �1 W 4 Z: 41&O_ 111111 HEADER SCHEDULE VINYL SIDING ON #15 FELT PAPER OR HOUSE WARP ON 12" APA RATED SHEATHING 2X4 S.Y.P. @ 16" O.C. CONTINUOUS FROM BOTTOM OF BOTTOM PLATE TO TOP OF TOP PLATE, SHEATHING IS PART OF LOAD PATH TO GROUND. 2. IF SHEATHING HAS HORIZONTAL BREAK, M CANNOT BE USED AS PART OF LOAD PATH - USE H2.5 AT BOTTOM AND H2.5 ATTOP OF EACH STUD. 3. SP4 PERMITTED TO BE USED IN LIEU H-25 NAIL PATTERN: Sd 4" O.C. @ EDGES Bd 4" O.C. INFILL @ IS, D.C. (1) T' x 4" PT BOTTOM PLATE W/ 12' D10. SCREW ANCHOR @ 2' O.C. EXISTINGSLAB S TYPICAL WOOD FRAME WALL SERE A-2 SCALE: NTS IY W W Z W 3 a W Q m J (D u Q � 0 0 CH G w N Z LL ; Q O p[ E O a In LL Z = J F _Z .8 1A Sri m 0D Q W LLS p LLI U Z a N-n Z (D o1 Z =�^ 1A W..F"R 1A to L) W O OW Q GO Qm LLIK 00 - O =m Q' OC OJ C U)MD_LL DRAWN BY AG DATE DRAWN 05/28/15 REVISION 1 e SHEET NO: A-2 9 RI s =c)co �o Q W z z rz Z•,u d O /PROFFSS61I. a K LLJ W z w W Q m b z J Q u Z DC $ z C 0 c z u G Mn 0 Z w Lu a ILL.p 0 w C li a v>I LL a c c z rr c C C C c C p v. u zUo s u J J (j F�F gg Q O 3 u F Z zm W ��� r a Q w Rz$H W 3 UK Z (9 ¢ B Mina S z fn w c c FLASHING c Z S" COMPOSITE ROOF PANEL tLL_.' LnLu c C O Lu (4)#14x47/8"SMSW/ in OU F z NEOPRENE FACED WASHER EA PANEL I EXISTING , BUILDINGJ, ID J F- bLLI (4) 3/8" CIA THRU BOLTS oof O J 2"x8"SMB I C. U) M LL LL 3"x3"POST I N BY -- RAWN/15ION kDATE S-Z COMP. ROOF TO POST 4TH WALL DETAIL A-3 SCALE: NTS FILE COPY A-3