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1309 W 7 St 16-1615 Demo and rebuild plans
THIS INSTs T PREP ED Name: Address(4' l r, t 1 r,a , -- i; a - 7/) NOTICE OF COMMENCEMENT State of Florida MARYANNE MORSEf SEMINOLE COUNTY CI..ERK. OF CIRCUIT COURT & COMPTROLLER O(( 871.11 Ps 1;:2:2 (1Pss , CLERK'S .T 2016059042 RECORDED 06/08/201611):llU>':;6 All RECORDING FEES $10.00 RECORDED BY lidevare County of Seminole 1_ ThePermit Number. 16 7%66 4 Parcel ID Number. I I %3y 5(11— The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with- Chapter ithChapter713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and GENERAL DESCRIPTION OF IMPROVEMENT: 4X r n n d -A v -n c QCCi. SSt 1u ( E Yt Q v y S Fee Simple Title Holder (if other than owner) Name: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. C i1 Name: L-1. 1 J--ttV f 1'&-fGl°" Address 1-7 E -Ua In addition to himself, Owner Designates Of 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 (The expiration date is 1 year from 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 CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE _JOB SITE 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 COMMENCEMENT. Under penalties of perjury, I declare hat 1 have read the foregoing and that the facts stated in it are true to the best my owl ge elief. Owner s SignaiVe Owners Printed Name Florida Statute 713.13(1)(g): ' The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead: State of 171-- County of ' \ The foregoing instrumecntt was acknowledged before me this _ day 0of220 r" by A I -Nqr A l_ k V i n c m 2C. Who is personalty known to me L S Name of person malting statement OR who has produced identification type of identification produced: HN, ALLISON MEDLIN s Notary Public -State of Florida C011lf11l8slon # FF 214471 Notary i natureMyComm. Expires Jul 20, 2019 Bnnded thrnnrth National Notary Assn. PURSUANT TO THE ISSUANCE OF TITLE INSURANCE THIS INSTRUMENT PREPARED BY AND RETURN TO: Rena Lovely Southeast Professional Title, LLC 151 Southhall Lane, Ste. 230 Maitland, FL 32751 Properly Appraisers Parcel Identification (Folio) Numbers: 25-19-30-5AI-091"020 i1ARYWE KORMi SEMIIM LE COUNTY CLERK OF CIRCUIT COURT B COOPTR LER BK 08449 POI 000E - 31 (49s) CLERK'S #I 2015038834 RECORDED 04/13/2015 09135127 AMI DEED DOC TAX 182.00 RECORDINS FEES 18.50 RECORDED BY H Deport WARIMNTY DEED 0 Space Above This Line For Recording Data THIS WARRANTY, made the 3rd day of April, 2015 by >Vlary Lee Henderson, whose post office address is 2930 W 23rd Street, Sa d, FL 3A771 herein called the Grantor, to NuView IRA, Inc. FBO Edward deVincenzo IRA whose post office is 1064 Greenwood Blvd., Ste. 312, Lake Mary, FL 32746, hereinafter called the Grantee: Wherever used herein the terms and "Grantee" include ali the parties to this instrument and the heirs, legal representatives and assigns of indfviduaIs, and th essors and assigns of corporations) W I T N ES SET H: That theo or and inconsideration of the sum of TEN AND 00/100'S ($10.00) Dollars and other valuable considerations, rece of is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto ffe all that certain land situate in SEMINOLE County, State of Florida, viz.: Lot 2, Block 9, Tier 16, Seminole Pacl ording to the plat thereof recorded at Plat Book 2, Page 75, in the Public Records of Seminole County, irida. Subject to easements, restrictions and rons of record and taxes for the year 2015 and thereafter. This is not now our ever has been the contiguous thereto. TOGETHER, with all the tenements, hereditaments TO HAVE AND TO HOLD, the same in fee simple AND, the Grantor hereby covenants with said Grantee that the Grantor has good right and lawful authority to sell and convey defend the same against the lawful claims of all persons whom taxes accruing subsequent to December 31, 2014. property of the grantor or her spouse, nor thereto belonging or in anywise appertaining. C 4vfit11y seized of said land in fee simple; that the and hereby warrants the title to said land and will rttl at said land is free of all encumbrances, except p Filc No: 15-0349 Book8449/Page2 CFN#2015038834 CITY OF SANFORD BUILDING & FIREPREVENTION RE PERMIT APPLICATION SUN 0 2016 Application No: ((01S Bx• Q _ o e or struction Value: ' Job Address: I . K.. (0 y----cj,, x-7-71 Historic District: Yes No a Parcel ID: 0 5 1 Cl :30 Type of Work: New [1, Addition . Alteration Residential- Commercial Repair Demo • Change of Use Move Description of Work: CL-I2.Ly_l bLnaoordA!20 +(n) ©pff C( C2oy-k, IF 1 n1r d Old Qu l'1 S Plan Review Contact Person: Title: Phone: 4e2J `Z3f_0,41,( Fax: Email: 1 o= . -nom Property Owner Information Name 564 Phone:d` Street: bo2_7 C J --% Resident. of property?.:,. Fv--ii- City, State Zip: (iVta' on L 2L 2 1 l' ` 2M'2C) OFFS Contractor Information o Name IC h C.(.lC, Phone: Street: to q ( ( f Fax: City, State Zip: t0_ % State License No.:C j, &S a1. Architect/Enginer Information ' Name: Q St C Street: 6,aor , City, St, Zip: (,2i I r L FL 32-7 Bonding Company: KO_K , Phone: UF7` 754- RLQ: Fax: E-mail:CQbOn, r Qreo-h ffA Mortgage, Lender: O rm-R Address:. Address: 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 JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN: ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit, must be secured'for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. ) FBC 105.3 Shall be inscribed with the d to of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 rt Permit Application (' NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be. additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property'6f the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zo . g. gnature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agen 's N S1-'tateofFlorida ate WG Notary Public State of Florida K Matuschke My Commission EE 841163 for r o Expires 10/09/2016 Owner/Agent is Personally Known to Me or Produced ID - Type of ID _ Prin tractor/Agent's Name L" 2 , L& 't ,F—I Signature of Notary -State of Florida Date ANNETTE SCOTT At'le"izp ; Notary Public State of Florida My Comm. Expires Jan 16. 2018 s }commission # FF 071760 C fir,,,,, geauh Thr - h kwr' wn to Me or Pr e BELOW IS FOR OFFICE USE ONLY Permits Required: Building ElectricaI7 Mechanical Plumbingd Gas Roof Construction Type: Occupancy Use: Flood Zone: 1C - 5 EE A,7-cAC4) Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: er R - ENGINEERING: Mzc- to - t5 - FIRE C nMMVNTfi- of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 5f":' C • Zo- G Kevised: June 3U, 2U 1 S rermrt Application Detail by Entity Name Detail by Entity Name Florida Profit Corporation NUVIEW IRA, INC. Filina Information Document Number P03000060349 FEI/EIN Number 75-3120872 Date Filed 06/02/2003 State FL Status ACTIVE Last Event AMENDMENT Event Date Filed 11/02/2015 Event Effective Date NONE Principal Address 280 S Ronald Reagan Blvd Suite 200 Longwood, FL 32750 Changed: 01/05/2016 Mailing Address 280 S Ronald Reagan Blvd. Suite 200 Longwood, FL 32750 Changed: 01/05/2016 Reaistered Aaent Name & Address MATHER, GLEN 280 S Ronald Reagan Blvd. Suite 200 Longwood, FL 32750 Address Changed: 01/05/2016 Officer/Director Detail Name & Address Title P MATHER, GLEN 280 S Ronald Reagan Blvd. Suite 200 Longwood, FL 32750 Title VP MATHER, GLEN 280 S Ronald Reagan Blvd. Suite 200 Longwood, FL 32750 Page 1 of 2 http://search. sunbiz. org/lnquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 6/28/2016 Detail by Entity Name Title SEC MATHER, GLEN 280 S Ronald Reagan Blvd. Suite 200 Longwood, FL 32750 Title TRES MATHER, GLEN 280 S Ronald Reagan Blvd. Suite 200 Longwood, FL 32750 1111Itlita9]I:7 MATHER, GLEN 280 S Ronald Reagan Blvd. Suite 200 Longwood, FL 32750 Annual Reports Report Year Filed Date 2014 04/25/2014 2015 02/20/2015 2016 01/05/2016 Document Images Page 2 of 2 01/05/2016 --ANNUAL REPORT View image in PDF format 11/02/2015 -- Amendment View image in PDF for 02/20/2015 -- ANNUAL REPORT View image in PDF format 04/25/2014 --ANNUAL REPORT View image in PDF format 03/22/2013 --ANNUAL REPORT View image in PDF format 05/13/2012 --ANNUAL REPORT View image in PDF format 12/27/2011 -- Name Change F View image in PDF for 04/20/2011 --ANNUAL REPORT View image in PDF format 01/07/2010 -- ANNUAL REPORT View image in PDF format 01/16/2009 -- ANNUAL REPORT View image in PDF format 01/11/2008 -- ANNUAL REPORT View image in PDF format 01/05/2007 --ANNUAL REPORT View image in PDF format 01/17/2006 -- ANNUAL REPORT View image in PDF format 01/06/2005 --ANNUAL REPORT View image in PDF format 10/04/2004 -- REINSTATEMENT View image in PDF format 06/03/2003 -- Domestic Profit View image in PDF format Coovrioht and Privacy Policies State of Florida, Department of State http://search. sunbiz.org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 6/28/2016 SCPA Parcel View: 25-19-30-5AI-0916-0020 Page 1 of 2 Property Record Card SFS' ' e Parcel: 25-19-30-5AI-0916-0020 S Owner: NUVIEW IRA INC st r r rx.woex.+rv„ Property Address: 1309 W 7TH ST SANFORD, FL 32771 Parcel Information Parcel 25-19-30 5AI-0916 0020 Owner NUVIEW IRA INC Property Address 1309 W 7TH ST SANFORD, FL 32771 Mailing 1064 GREENWOOD BLVD #312 LAKE MARY, FL 32746 - Subdivision Name SEMINOLE PARK Tax District S1-SANFORD DOR Use Code 01 -SINGLE FAMILY Exemptions Value Summary 2016 Working 2015 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $10,106 I $9,578 Depreciated EXFT Value J11.11_ Land Value (Market) $8,091 $8,091 Land Value Ag 1111. Just/Market Value " $18,197 $17,669 1111 Portability Adj _ Save Our Homes Adj $0 $0 Amendment 1 Adj $0 $0Amendment -- P&G Adj 1 $0 1$0 Assessed Value $18,197 1 $17,669 Tax Amount without SOH: $359.59 201_5Tax_BiII.Am_ount $359.59 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 2 BILK 9 TR 16 SEMINOLE PARK PB2PG75 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $18,1971 $0 j $18,197 W. 1111 Schools E $18,197 $0 1 $18,197 City Sanford $18,197 $01 $18,197 1111_, t SJWM(Saint Johns Water Management) $18,197 so $18,197 County Bonds $18,197 $0 ; $18,197 Sales T Description I Date ___Book Page Amount Qualified Vac/Imp WARRANTY DEED l 4/1/2015 08449 0002 ; $26,000 j Yes Improved 1111_ .-___. __ _- __ ,- __ __. +__.. _-____ _ 111.1.___ QUIT CLAIM DEED 2/1/1988 01929 0505 $3,500 I No Improved Find Com paraMe Sales Land Method Frontage Depth Units s Price Land Value FRONT FOOT &DEPTH 50.00 125.00 0 $174.00 i $8,091 Building Information Description Y Year Built ( Fixtures Bed Bath Base Area i Total SF Living SF I Ext Wall Adj Value { Rep- Value AppendagesActual/Effective j 1 SINGLE '= 1935 3 1 1_0 7201 848 i 720 SIDING $110,106 ! $25,264 Description Area FAMILY ( GRADE 3 1I http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=2519305AI09160020 6/8/2016 REC00 COPY JUN 1 ^ 2016 Pollard's Construction, Inc 129 W. 19' St. Apopka, FL 32703 407-739-0416 Marshall Pollard42(a-gmail.com Lyn DeVincenzo 1627 E. Harwood St. Orlando, FL 32803 407-766-1925 Lyn@FamilylsBusiness.com 1309 W. 7t" St., Sanford, FL 32771 SCOPE OF WORK ,000.00'P& 5,0D70 1. Remove existing windows, flooring, drywall, plumbing & electric. 2. Remove damaged structural elements, saving as much as possible. (It appears that the roof and rafters are sound and up to code, but issues will be addressed as found, and rebuilt according to engineered drawings. 3. Build piers and framing according to engineered drawings 4. Plumber will pull own permit 5. Electrician will pull own permit r 16.- Gme 6sv iLa 1 of, Pk;eru p- f 6. Rebuild structure according to drawings Lj« lZeQ A 7. Roofer will pull own permit 8. Drywall, flooring, cabinets, vanities, bathroom fixtures, paint, windows 05-4-- 9. Install hardie plank DIN L-A 115 Marshall Pollard Edward F. DeVincenzo City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Marshall Pollard Firm: Address: 129 W. 19th Street City: Apopka State: FL Zip Code: 32703 Phone: 407-739-0416 Fax: Email: marshallpollard42@gmail.com Property Address: 1309 W. 7th Street Property Owner: Nuview IRA, Inc. Parcel identification Number: 29-19-30-5AI-0916-0020 Phone Number: 407-766-1925 Email: The reason for the flood plain determination is: New structure Q Existing Structure (pre -2007 FIRM adoption) E Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) 1ww re ,ryA 7. _ al d ii y i Pii y 3 g'ui -re a!k fizz OFFICIAL{ USE ONLY ya.: Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0070E Map Date: Spet. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: FE -I floodplain floodway The structure is in the: floodplain floodway FE -1 The structure is not in the: ® floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 16-1615 Reviewed by: Mike Cash, CFM Date: 6-15-2016 LEGAL DESCRIPTION: LOT 2, BLOCK 9, TIER 16, SEMINOLE PARK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 2 PAGE 75, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. SURVEY NOTES: 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THE SURVEYOR FOR RIGHTS-OF-WAY AND/OR EASEMENTS OF RECORD OR OWNERSHIP. 2. THE LAND DESCRIPTION AND EASEMENTS SHOWN HEREON ARE IN ACCORD WITH THE DESCRIPTION PROVIDED BY THE CLIENT. 3. BEARINGS REFER TO SOUTH RIGHT OF WAY LINE BEING N00'00'00"E. 4. ALL DISTANCES/ANGLES ARE PER PLAT/MEASURED UNLESS OTHERWISE SHOWN. 5. NO UNDERGROUND IMPROVEMENTS LOCATED. 6. FLOOD ZONE: X SCALED FROM FEMEA MAP 7. THE PURPOSE OF THIS SURVEY IS TO SHOW SITE IMPROVEMENTS LEGEND; L -DELTA P.0.8. -POINT OF BEGNNING C[As PEA PUT F.F.-FINISH FLOOR FO -FOUND R -RADIUS CM -CONCRETE MONUMENT AS MEASURED ELEVATION W -IRON ROD L -ARC LENGTH PCP -PERMANENT CONTROL. CLCUUIED PRY -PERMANENT RLiF3tENCEIP-tl:PNPIPEB.P.-BEARING REFERENCE POINT PER DEED MONUMENT R&C-ROO & CAP- U.E-UTILITY EASEMENT C.L.-CHAIN LMN W -OVER NEAO. MVtEs: CP -CONCRETE PAD PRC-P6'E 'k CAP O.E-DRAINAGE EASEMENT R/W-WGHT OF WAY PP-POMFR POLE C-CENTTRUNE N&D-NA0. t DISC PC-PCENT OF CURVATURE OR8-OFiIC3AL RECORDS PG -PAGE PCP -PERMANENT CONTROL PB -PIAT BOON TYP-TFPICAL BOON PAV-PAVEMENT POINT edge of poV Ln 7th Street block o T5N 66' R/W 90. 00' 00"E u' O— — — 50:00 — — — — u0 47.25' light pole Y U Ij 20.6 0 Lot 1 " :2 o O __T L Mi light pole 00 Lot 3 O j r7 aCP o a V) o n- oo Lot 2 I o N Block 9 ; li Tier 16 w O old septicFDRkC :onk PSM 3382 _ a,90__OQ_00 F — — — — P 50.00 — X OHW Alley 14' R/W CERTIFICATE: I HEREBY CERTIFY THAT THE SKETCH OF SURVEY HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN RULE 5 J 17 ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTE 472.027, ONLY. THERE ARE NO VISIBLE ENCROACHMENTS OTHER THAN THOSE SHOWN HEREON. UNLESS :T BEARS THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR k MAPPER THIS MAP/REP IS FOR INFORMT.IANAI PURPOSES ONLY & IS NOT VALID. 03/20/15 DATE: GARY A. BURDEN FLORIDA REGISTRATION NO. 3691 Gary A Burden—— F1ELD SURVEY DATE 03/20/15 ! JOB NUMBER 1507 S HIAWASSEE ROAD STE 211 TIE-IN SURVEY I 15020ORLANDO, FL. 32835 TN. (407) 694-2461 AS -BUILT SURVEY 03/20/15 E MAIL goryburden6old2.com Permit # RECORD COPY City of Sanford Building and Fire Prevention Product Appr ,Specification Form 1 6- 1 6 1 5 l Project Location Address J&C q -- Zgr-_ ( ---7 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form . 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors SWin in NTD— GO r 6(, 1:oI ac(,- 3 Sliding Sectional Roll Up Automatic Other 2. Windows Single Hun - IUeA' A(7 S .L C) Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding G — rZ ` kcv ,tib Soffits CJ ' 1 i.Li Yl Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category./ Subcategory 5. Shutters Manufacturer Product Description Florida Approval include decimal Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Com p oneFts . Wood Connectors-/ Anchors C `) c t: Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck/ Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name i I(t G V S it Please Print) June 2014 Page 1 of 4 r14914.ta BCIS Home Log In f User Registration Hot Topics Submit Surcharge ',, Stats & Facts Publications ( FBI Staff ( BCIS Site Map Links Search BuSine$ ProfessiI Product Approval 1USER: Public User Regulation Product Approval Menu > Product or ADDlication Search > Application List > Application Detail FL # FL10963-R4 Application Type Affirmation Code Version 2014 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 Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By a JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 800)535-3936 fbcl@jeld-wen.com Kaede McLaughlin fbcl@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 800)535-3936 customerserviceagents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 ASTM E331 2000 6' 615 Approved Testing Lab FL10963 R4 Equiv JELD-WEN ASTM E1996 Equivalency Letter.Ddf CII 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 OYes ONo ON/A 6/20/2016 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 02/20/2015 02/20/2015 02/22/2015 Page 2 of 4 FL # Model, Number or Name Description 10963.1 Aurora Custom Fiberglass 6'-0" x 8'-0", Full Lite, 2 -Door, Folding Door System Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10963 R4 C CAC NI006794D-R3.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2018 Design Pressure: +45/-45 Installation Instructions Other: FL10963 R4 II A011512.pdf Verified By: Hermes Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL10963 R4 AE PER3014 SS.odf Created by Independent Third Party: Yes 10963.2 Aurora Custom Fiberglass 9'-0" x 8'-0", Full Lite, 3 -Door, Folding Door System Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10963 R4 C CAC NI006794C-R3.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2018 Design Pressure: +45/-45 Installation Instructions Other: FL10963 R4 II A011512.pdf FL10963 R4 II A011513.odf Verified By: Hermes Norero, P.E. 73778 Verified By: Hermes Norero, P.E. 73778 Created by Independent Third Party: Yes Created by Independent Third Party: Yes Evaluation Reports Evaluation Reports FL10963 R4 AE PER3014 SS.pdf FL10963 R4 AE PER3017 SS.pdf Created by Independent Third Party: Yes 10963.3 Aurora Custom Fiberglass 12'-0" x 8'-0", Full Lite, 4 -Door, Folding Door System Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10963 R4 C CAC NI006794B-R3.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2018 Design Pressure: +45/-45 Installation Instructions Other: FL10963 R4 II A011513.odf Verified By: Hermes Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL10963 R4 AE PER3017 SS.pdf Created by Independent Third Party: Yes 10963.4 Aurora Custom Fiberglass 15'-0" x 8'-0", Full Lite, 5 -Door, Folding Door System Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10963 R4 C CAC NI006794A-R3.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2018 Design Pressure: +45/-45 Installation Instructions Other: FL10963 R4 II A011516.pdf Verified By: Hermes Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL10963 R4 AE PER3019 SS.pdf Created by Independent Third Party: Yes 10963.5 Aurora Custom Fiberglass 18'-0" x 8'-0", Full Lite, 6 -Door, Folding Door System Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10963 R4 C CAC NI006794-R3.pdf Approved for -use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2018 Design Pressure: +45/-45 Installation Instructions Other: FL10963 R4 II A011517.pdf Verified By: Hermes Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL10963 R4 AE PER3021 SS.pdf Created by Independent Third Party: Yes 6/20/2016 Page 3 of 4 10963.6 Aurora Custom Fiberglass 6'-0" x 8'-0", Full Lite, 2 -Door, Folding Door System Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10963 R4 C CAC NI009135D-R3.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2018 Design Pressure: +45/-45 Installation Instructions Other: FL10963 R4 II A011511.pdf Verified By: Hermes Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL10963 R4 AE PER3015 SS.pdf Created by Independent Third Party: Yes 10963.7 Aurora Custom Fiberglass 9'-0" x 8'-0", Full Lite, 3 -Door, Folding Door System Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10963 R4 C CAC NI009135C-R3.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2018 Design Pressure: +45/-45 Installation Instructions Other: FL10963 R4 II A011511.pdf Verified By: Hermes Norero, P.E. 73778 Verified By: Hermes Norero, P.E. 73778 Created by Independent Third Party: Yes Created by Independent Third Party: Yes Evaluation Reports Evaluation Reports FL10963 R4 AE PER3016 SS.Ddf FL10963 R4 AE PER3015 SS.pdf Created by Independent Third Party: Yes Created by Independent Third Party: Yes 10963.8 Aurora Custom Fiberglass 12'-0" x 8'-0", Full Lite, 4 -Door, Folding Door System Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10963 R4 C CAC NI009135B-R3.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2018 Design Pressure: +45/-45 Installation Instructions Other: FL10963 R4 II A011514.1)df FL10963 R4 II A011515.pdf Verified By: Hermes Norero, P.E. 73778 Verified By: Hermes Norero, P.E. 73778 Created by Independent Third Party: Yes Created by Independent Third Party: Yes Evaluation Reports Evaluation Reports FL10963 R4 AE PER3016 SS.Ddf FL10963 R4 AE PER3018 SS.Ddf Created by Independent Third Party: Yes 10963.9 Aurora Custom Fiberglass 15'-0" x 8'-0", Full Lite, 5 -Door, Folding Door System Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10963 R4 C CAC NI009135A-R3.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2018 Design Pressure: +45/-45 Installation Instructions Other: FL10963 R4 II A011515.pdf Verified By: Hermes Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL10963 R4 AE PER3018 SS.Ddf Created by Independent Third Party: Yes 10963.10 Aurora Custom Fiberglass 18'-0" x 8'-0", Full Lite, 6 -Door, Folding Door System Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10963 R4 C CAC NI009135-R3.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2018 Design Pressure: +45/-45 Installation Instructions Other: FL10963 R4 II A011518.Ddf Verified By: Hermes Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL10963 R4 AE PER3020 SS.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. 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Product Approval Accepts: 6/20/2016 Simimimilim Page 4 of 4 6/20/2016 jELDIVEN® IWP URORA EXTERIOR FOLDING DOOR SYSTEM CUSTOM FIBERGLASS 8-0 GLAZED DOOR 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IBC AND FLORIDA BUILDING CODE (FBC) BASED ON THE SIGNED AND SEALED DATE: EXCLUDING HVHZ. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE I, PAGE 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR HIGH WIND ZONE VELOCITY AREA WHEN USING THE LOW PROFILE BUMPER THRESHOLD. 6. REQUIRES IMPACT RESISTANT SHUTTERS 7. SYSTEMS GROUPS TESTED PER THE FOLLOWING STANDARDS: ASTM E 330-02, ASTM E 283-99, AND AAMA 1304-02. AURORA FIBERGLASS DOOR Common to all frame conditions) Fiberglass avg. min. yield strength Fy(min.)=6,000 psi Skin — 0.094" minimum thickness. Core design: 13J/CF Polyurethane foam core (A) AND (B) Panel construction: Wood edgebanded LVL, is utilized for the stiles and rails, and is bonded to the fiberglass skins with plexus adhesive. The core is replaced by 5/8 dual clear tempered glass on full lite doors. Fractionally glazed doors will utilize 13#/CF Polyurethane core. Frame Construction: The frames are constructed of wood 5 5/8" x 1 1/4". The head jambs are mortised and butt joined to the side jambs, and attached with five (4) #10 2" wood screws on each side. The threshold is attached to the side jambs with three (3) 10 2" wood screws on each side. SYSTEM TYPE (30 3R MIRRORS 3L SYSTEM x TABLE OF CONTENTS SHEET UMBER DESCRIPTION 1&2 TYPICAL ELEVATIONS & GENERAL NOTES 3 VERTICAL CROSS SECTIONS & OPENING ATTACHMENT 4.5&6 HORIZONTAL CROSS SECTIONS 7 ASSEMBLY DETAILS & ANCHORING LOCATIONS 8HARDWARE DETAILS 9 BILL OF MATERIALS & FRAME COMPONENTS SYSTEM TYPE (30 3R MIRRORS 3L SYSTEM x POSITIVE +45' NEGATIVE —45 SYSTEM TYPE (2LiR) 2L 1R MIRRORS 1L 2R Illi' OVERALL FRAME WIDTH NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVHG JURISDICTION REWIRES THAT PRODUCT MEETS THIS REIRITREHIENT, PRODUCT SHALL RE USED WHEN INSTALLED i AT I.00ATON PROTECTED of OVERHANG SUCH THAT OVERHAND OHI) RATIO - ON LEWM/OH HEIGHT IS 1.0. IWP EXTERIOR OUTSWING FOLDING UNIT igitally signed by Hermes F Norero, P.E. ALL DOOR MODELS ARE VIEWED ason: I am approving this document FROM THE EXTERIOR SIDE ate: 2014.08.02 11:09:54 -04'00' O rn m0Jm UCv ZOQT`? ZWLLDo W Y=GD QI'-r LO LLJ M Y CL AO SHEET OF 111'. OVERALL FRAME WIDTH { I 36" MAX. DOOR WIDTH x N u Wx J UJ I LU cs o 11J" Max. 0 o 0 o o D.L.O. 2 CONFIGURATIONS SHALL COMPLY WITH rn Ito IN CURRENT FOC SECTION 240& In a L TABLE I MULTI—FOLDING DOOR DESIGN PRESSURE RATING 14" 55Y3' t POSITIVE +45' NEGATIVE —45 SYSTEM TYPE (2LiR) 2L 1R MIRRORS 1L 2R Illi' OVERALL FRAME WIDTH NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVHG JURISDICTION REWIRES THAT PRODUCT MEETS THIS REIRITREHIENT, PRODUCT SHALL RE USED WHEN INSTALLED i AT I.00ATON PROTECTED of OVERHANG SUCH THAT OVERHAND OHI) RATIO - ON LEWM/OH HEIGHT IS 1.0. IWP EXTERIOR OUTSWING FOLDING UNIT igitally signed by Hermes F Norero, P.E. ALL DOOR MODELS ARE VIEWED ason: I am approving this document FROM THE EXTERIOR SIDE ate: 2014.08.02 11:09:54 -04'00' O rn m0Jm UCv ZOQT`? ZWLLDo W Y=GD QI'-r LO LLJ M Y CL AO SHEET OF I Wx UJ I 0 0 NOTE: GLASS MEETS THE REOUIREMENM OF ASTM E 1300-04 GLASS CHARTS. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFELY GLAZING REOUIREMENTS OUTLINED IN CURRENT FOC SECTION 240& a L TABLE I MULTI—FOLDING DOOR DESIGN PRESSURE RATING POSITIVE +45' NEGATIVE —45 SYSTEM TYPE (2LiR) 2L 1R MIRRORS 1L 2R Illi' OVERALL FRAME WIDTH NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVHG JURISDICTION REWIRES THAT PRODUCT MEETS THIS REIRITREHIENT, PRODUCT SHALL RE USED WHEN INSTALLED i AT I.00ATON PROTECTED of OVERHANG SUCH THAT OVERHAND OHI) RATIO - ON LEWM/OH HEIGHT IS 1.0. IWP EXTERIOR OUTSWING FOLDING UNIT igitally signed by Hermes F Norero, P.E. ALL DOOR MODELS ARE VIEWED ason: I am approving this document FROM THE EXTERIOR SIDE ate: 2014.08.02 11:09:54 -04'00' O rn m0Jm UCv ZOQT`? ZWLLDo W Y=GD QI'-r LO LLJ M Y CL AO SHEET OF G SYSTEM TYPE (20 o 2R MIRRORS 2L SYSTEM m o C)~-iia Z O ¢ M Zw co W W Y 00 75j2 OVERALL FRAME WIDTH ¢ Q Lo WMYa 36" MAX. 6 - DOOR WIDTH 5 ` 0 w o LU N r-z W O O / oo m wg p MAX. ouiow LL o: D. L. O. _ oa c O X o ao o 3S O 2 o a 3 aO - J x N 2 Q B w^ rn J 42 moa V) 2 o w Zw 4 u I ° "I` D w o - 0 N U 4.. 4 I 5 dNwa 2- mQZ W0111 j 06 JJp i IWP EXTERIOR OUTSWING FOLDING UNIT 7 t ALL DOOR MODELS ARE VIEWED r r FROM THE EXTERIOR SIDE A011512 SHEEP Z OF 9 N i-- 1.75 MIN. L x Wx Lu ri CENTER OF TRACK TO CENTER OF CHANNEL o CENTER OF TRACK TC CENTER OF CHANNEL o TEMPERED DUAL GLAZED 1/4 STEEL 462X6' D BUCK 20 m 1.75 MIN W J Z o= o' L i s a0o0 22 47 SEE DETAIL 2 N HIS SHEET uINTERIORT D _ w CENTER OF TRACK TO o x CENTER OF CHANNEL O w EXTERIQR CLEAR TEMPERED g a DUAL GLAZED o rcZ ox w2e° o 0 46 SEE DETAIL 1 0.1 N THIS SHEET WEEP HOLE FROMOf\ S1 IX HOLE INTO / \\ z 1.75 MIN W 3 DOOR PANEL V42 DETAIL 1 COUNTERSINK FLUSH ONLY 1/4 STEEL STEEL PLATE USED FOR STRUCTURAL SUPPORT ON TEST RUCK ONLYZa2- X 6' D BUCK 20 1.75 MIN m CROSS-SEC2" VERTICAL 3 DOOR PANEL 3" MIN. EDGE DISTANCE 42 SEE DETAIL 2 JNTHISSHEET xOri CENTER OF TRACK TO CENTER OF CHANNEL EXTERIOR J. CLEAR o TEMPERED DUAL GLAZED 42 SEE DETAIL 1 O N THIS SHEET--\ WEEP HOLE FROM DRERIOR INTO BOTH CHANNEL 42 47 OOt\ O) Ln C) Z cr J MaL DETAIL 2 2 Lux m COUNTERSINK FLUSH ONLY 30 Lo Uj 57 co IL CO Ln J m o O V) F rLon U LY m QC) N occ 30 xQ? 0 O 1 51 K a p W> EL 3 L>_ a J37"MIN.EDGE VER77CAL CROSS-SECTION DISTANCE 3 DOOR PANEL xc x 8 e rn A011512 SHEET 3 OF STEEL PLATE USED FOR STRUCTURAL SUPPORT ON TEST BUCK ONLY Z Ii hn i F 1 1/2" MIN. EMBED. 1 HORIZONTAL CROSS SECTION 4 AT SURFACE APPLIED ASTRAGAL VIEW FROM TOP RAIL 4" MAX SHIMS 15" MIN. jr COUNTERSINK ACTIVE DOOR HORIZONTAL CROSS SECTION 4 ACTIVE LATCH DOOR AT JAMB WITH STEEL ATTACHMENT VIEW FROM STILE p W N L cc a WJ IODF- p EXTERIOR HOPPE 3 POINT LOCK PREP ANCHOR CONFIGURATION INTO CONCRETE MAY BE UTILIZED IN DETAIL i AND f WHERE APPLICABLE, PROVIDING MIN. ANCHOR EMB. IS MET. EXTERIOR V) Z L W IY Y pU S N HORIZONTAL CROSS SECTION ' TOP PIVOT DOOR AT JAMB WITH .15" MIN CONCRETE ATTACHMENT VIEW COUNTERSINK 24 1/4" MAX. THICKNESS ALL ANCHORS UTILIZED IN CONCRETE MUST PENETRATE SUBSTRATE A MINIMUM OF 1-1/4". ADDITIONAL IX OR 2X MAY BE PLACED BETWEEN SHIM AND CONCRETE 4" MAX SHIMS 48 Z y 00 W N p Y U U rile}= e 37 47 HORIZONTAL CROSS SECTION EDGE OF DOOR TO JAMB WITH BOTTOM PIVOT SET VIEW FROM TOP RAIL 54 ADDITIONAL IX OR 2X MAY BE PLACED BETWEEN SHIM AND DOOR STUD, PROVIDING MIN. ANCHOR EMBEDMENT IS MET. STEEL PLATE USED FOR STRUCTURAL SUPPORT ON TEST BUCK ONLY n jOJ m ZcJMJ aLL cow¢^ J¢v W M Y VI WW Nm UW W En O V) O UQ m U QQ W J p Oti ck: Z 0 N o o 3 a = O 7 1 1/2" IE o.: MIN. EMBED. A011512 SHEET 4 OF 9 IIIIII I, i oar 1 HORIZONTAL CROSS SECTION VIEWED FROM BOTTOM OF DOOR INTERMEDIATE CARRIER O p N INTERIOR C7 C O I EXTERIOR HORIZONTAL CROSS SECTION VIEWED FROM TOP OF DOOR HALF OFFSET HINGE 10D 1 IL Fl USHBOLT MACHINING CENTERED ON STILE SHBOLTS ARE CENTERED ON STILE AT THE TOP BOTTOM OF DOOR IN THE LOCATIONS INDICATED BELOW INTERIOR FLUSHBOLT 5 D1 Dz SI LE KERF-ACTIVE DOOR -LOCK SIDE DOUBLE KERF-JAMB SIDE FLUSHBOLT APPLIED AT SURFACE DOORS D1 & D3 1) KERF JAMB EDGE p p N 38 IrwgLLJc, HORIZONTAL CROSS SECTION 5 MIDDLE OF DOOR. VIEWED FRO TOP RAIL HALF OFFSET WITH HANDLE TO PULL INTERIOR SIDE WEATHERSTRIP DETAIL DOORS D1,D3 HAVE(1) EDGE EACH KERFED FOR WEATHERSTRIP (2) PLACES 5 (a::=D2 D3 SINGLE KERF-ACTIVE DOOR-LDCK SIDE DOUBLE KERF-HINGE SIDE DOUBLE KERF-JAMB SIDE FLUSHBOLT APPLIED AT SURFACE Q EXTERIOR CENTERED ON STILE FLUSHBOLT MACHINING 18 EXTERIOR 10 5 HORIZONTAL CROSS SECTION J8, 1 5/8 VIEWED FROM TOP OF DOOR WOOD SCREW INTERMEDIATE CARRIER SET IN TRACK 1/16' AIR SPACE 44- ...v. 3/16' CLEAR 3 TEMP. GLASS 1/2" CLASS BITE 19 uN Or Z LuO] w o r jOf s Uworp v) 00 j 0 N3Z 3p a o LL a = A011512 SHEET 5 OF 3 L FLUSHBOLT CHININGCrEN RED ON I FLUSHBOLTS ARE CENTERED ON STILE AT THE TOP BOTTOM OF DOOR IN THE LOCATIONS INDICATED BELOW FLUSHBOLT INTERIOR V fT D1 D2 D3 SINGLE KERF-JAMB SIDE SINGLE KERF-AT ASTRAGAL OUBLE KERF-JAMB SIDE FLUSHBOLT APPLIED AT SURFACE SINGLE KERF-ASTRAGAL SIDE EXTERIOR DOORS 01 & D5 1) KERF JAMB EDGE I HORONIZTAL CF 6 VIEWED FROM 1 LEFT AND RIGH WEATHERSTRIP DETAIL SINGLE KERF LOCK SIDE WEATHERSTRIP DETAIL DOORS D1,D3 HAVE(1) EDGE EACH KERFED FOR WEATHERSTRIP (2) PLACES LLJLLJ jW 33 w C7 U d 0UMJ1111 = C 1 0 0 0 o T - EXTERIOR 5 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION 11 6 MIDDLE OF DOOR. VIEWED FROM TOP RAIL i 6 VIEWED FROM BOTTOM OF DOORS 56 INTERMEDIATE CARRIER LEFT AND RIGHT CARRIER 00 m U ~ v Z O M o. w¢ Nw 3¢vuo du M Y a 0, o. 12 OF 9 11 " 15" 15" 111111• LA CANTINA HEADER 15" 15" 5„ —14-- I 24„ 24„ 5,. 5„ 32„ 178 5„ j i I 5" 111 15" 15" 24" 24" 5" 11" L 1 111„ 3/16" WEEP HOLE 16 16 ON THE SILL, FIRST HOLE WILL BE AT ONE END THEN WITHIN 16" INCHES UNTIL TO LA CANTINA SILL REACH THE OTHER END 6" AT CENTER OF EXTERIOR FOLDING DOOR ANCHORING LOCATIONS HOLE OA WEEP HOLE AT CENTER WEEP .<;\\ OF SILL INTO BOTHlw n i HOLE WEEP HOLE FROM CHANNELS TO OUTSIDE OF SILL 0 r c 1.721 11 1 T i 15" 15' L 15' SILL TO JAMB CONNECTION WOOD SCREW 10 2” STANDARD WOOD SCREW as #10, 2" HEAD TO JAMB CONNECTION 0 4-2 0 rn oJm U~ -- Z C, ujS4 3J¢vLo Lu LoV) g m z lid JO Q En Le) 00 r U CC m -lice Qp Z m 0Q N2 v >Z QU J F a 3cul a A011512 SHEEP _L OF 9 OTi ills O HALF OFFSET STAINLESS STEEL HINGE SETS WITH HANDLE FOR F R 0 7SWING DOORSe43) Y10, 1 1/2 ALL SCREWS IN HINGES 44 Illlu_ IIII 38 HALF OFFSET STAINLESS STEEL FOR 0 TSWING OORST43) / ITS 1 1%2 ALL SCREWS IN HINGES 39 noCc, Ir rr I FLUSHBOLT STAINLESS STEEL ATTACH ON DOOR STILE (16" FLUSHBOLT ON TOP) INTERIOR SIDE ONLY (53) #8, 1 5/8 SCREW 40 & 41 wYxm 0 a Lo Y xa V) SS TOP PIVOT SET JAMB MOUNTED Q 43) #10, 1 1/2 ALL CREWS IN HINGES 36 G INTERMEDIATE 34 STAINLESS STEEL SS BOTTOM PIVOT SET JAMB MOUNTED 43) #10, 1 1/2 ALL SCREWS IN HINGES 37 TT.=E:l I 5" LCD ALUMINUM HEAD EXTRUSION ATTACH TO WOOD COMPONENTS FOR COMPLETE HEAD JAMB 22 COMPRESSIONWEATHER—STRI AQUAMAC A COMPRESSION WEATHER—STRIP Q—LON ODS 650 a COMPRESSION WEATHER—STRI Q—LON OWS 440 P31 30 5 w 0 co 0 v Z 0 ¢ o oa. J o u NNOf3 o 2 F a g LL4HINGESw Z 0 m FOR OUTSWING DOORS 43) #10, 1 1/2 ALL SCREWS IN HINGES 33 o uj N Op O`° 1 LEFT &RIGHT SS SET CONCEALED BOTTOM CARRIER 43) #10, 1 1/2 ALL SCREWS IN HINGES 56 710 uj g INTERMEDIATE SS SET CONCEALED TOP CARRIER 43) #10, 1 1/2 ALL SCREWS IN HINGES 34 Op IO Op0CO OpCD ZZ,, 34" INTERMEDIATE SS SET. CONCEALED BOTTOM CARRIER 43) #10, 1 1/2 ALL SCREWS IN HINGES 35 Q IN ALUMINUM SILL EXTRUSIONDoL ATTACH TO WOOD COMPONENTS FOR COMPLETE THRESHOLD v 1j" i,F LEFT &RIGHT SS SET CONCEALED TOP CARRIER 43) #10, 1 1/2 ALL SCREWS IN HINGES 55 cc0w zs I G 7 TT nea7`PE=tea o A011512 r^N SCREW 21 PACK #10 ATTACH IN ALL HINGES 43 SHEET 8 of 9 BILL OF MATERIALS DOOR I --=i T- DI—D6 c^o THICKNESS O^, J ^ J Q LII zoJ't f 'i 1 " f a NOQ W Y = coco 5 Q V JAMB STOP INTERIOR SILL TRIM w m Y a TOP RAIL 25 21 N51 tn5 c 1a4.. w DOOR m U z THICKNESS T ` w < w I 'oOo Pa I or m In IO L 1 W U m KO N Ow 0 IQ0 a0 aa3wa EXTERIOR INTERIOR CD r BOTTOM RAIL HEAD TRIM HEAD TRIM g m W 19 20 z 52 _ Q U Nwv 14" En o w O DOOR 1~ o t 0 THICKNESS N uii V////, o w N Q UmaZox"T4 t 16 O6 STILE 1 1 nc jr X pit 30 ono x".sss,a SIDE JAMB 24 A011512 SHEET 9 Or 9 Item Description Material D1—D6 AURORA 5001 GLAZED DOOR FIBERGLASS 7 EDGE BAND 7/8 X 7/8 SKIN 5001 36 X 96 GLASS DOOR MAHOGANY 9 PUTiY POLYBOND 10 FlBERGLASS MATERIAL 1 1 4 11 16' X 1 3/4" STILES LVL/WOOD 12 PLIOGRIP 13 MOULDING 5001 36 X 96 J{141 14 FOAM TAPE 1 16 X 1 2 LF 15 POLYURETHANE FOAM CORE (A) AND B) 17 PACER WITH DESICANT 18 CLEAR TEMPERED GLASS GLASS 19 EXTERIOR HEAD TRIM AFRICAN MAHOGANY 20 INTERIOR HEAD TRIM AFRICAN MAHOGANY 21 INTERIOR SILL TRIM AFRICAN MAHOGANY 22 EXTRUDED ALUMINUM HEAD ALUMINUM 23 EXTRUDED ALUMINUM SILL ALUMINUM 24 SIDE JAMB 5 5 8 X 1 1 4" AFRICAN MAHOGANY 25 APPLIED JAMB STOP 13 16 X 31 32" AFRICAN MAHOGANY 26 HOPPE ACTIVE DOOR HANDLESEf BRASS 27 HOPPE INACTIVE DOOR HANDLESET NOT USED BRASS 28 HOPPE 3—POINT HARDWARE INSTALLED STEEL 29 SURFACE MOUNTED ASTRAGAL FIBERGLASS 30 WEATHER—STRIP SCHLEGEL O—LON ODS 650 URETHANE FOAM 31 WEATHER—STRIP SCHLEGEL AOUAMAC 21 URETHANE FOAM 32 WEATHER—STRIP SCHLEGEL OWS 440 URETHANE FOAM 33 INTERMEDIATE HINGES STEEL 34 INTERMEDIATE CARRIER SET TOP HINGE &ROLLERS STEEL 35 INTERMEDIATE CARRIER SET BOTTOM HINGE &ROLLERS STEEL 36 PIVOT SET TOP HINGE STEEL 37 PIVOT SET BOTTOM HINGE STEEL 38 HALF OFFSET HINGE WITH HANDLE STEEL 39 HALF OFFSET HINGE STEEL 40 SURFACE MOUNTED FLUSHBOLT 8" STEEL 41 SURFACE MOUNTED FLUSHBOLT 16" STEEL 42 1 4" TAPCON W 1 1 4' MIN. EMBED STEEL 43 HINGE SCREW -21 IN PACK — 10, 1 1 2 STEEL 44 STANDARD DRYWALL SCREW 6, 1 5 8" STEEL 45 STANDARD WOOD SCREW 10, 2" STEEL 46 STANDARD WOOD SCREW 14, 2 1 2" STEEL 47 STANDARD WOOD SCREW 14, 2 1 2" STEEL 48 X 8" WOOD BUCK PINE 49 8" X 8" WOOD BUCK PLYWOOD 50 8" X 8" STEEL STEEL 51 4 11 16" X 1 3 4 TOP RAIL LVL WOOD 52 X 1 3 4" BOTTOM RAIL LVL WOOD 53 STANDARD WOOD SCREW 8 1 5 8" STEEL 54 NON COMPRESSION SHIM 55 LEFT &RIGHT CARRIER SET TOP HINGE &ROLLERS STEEL 56 LEFT &RIGHT CARRIER SET BOTTOM HINGE &ROLLERS STEEL 57 CONCRETE CONCRETE Page 1 of 5 FloWa lepafbiat BCIS Home Log In I User Registration ! Hot Topics Submit Surcharge Stats &Facts Publications I FBC Staff I BCIS Site Map I Links Search Busines pf fesS 0Product Approval USER: Public User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL14911-R7 Revision 2014 Approved Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com Vivian Wright rickw@rwbldgconsultants.com Jon Berrian One Silverline Drive North Brunswick, NJ 08902 732)435-1000 jonberrian@slbp.com Windows Single Hung INC EPAR 1615 16 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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 Window and Door Manufacturers Association -QA Quality Assurance Contract Expiration Date 10/21/2016 Validated By Ryan J. King, P.E. 0 Validation Checklist - Hardcopy Received Certificate of Independence FL14911 R7 COI Certificate Of Independence (2).12df 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 2011 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM D638 1996 ASTM E1886 2005 ASTM E1996 2009 ASTM G26 1995 TAS 201, 202 and 203 1994 6/20/2016 Page 2 of 5 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14911 R7 Eauiv Equivalency Of Standards.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/02/2015 Date Validated 04/13/2015 Date Pending FBC Approval 04/16/2015 Date Approved 06/23/2015 Summary of Products Go to Page F-1 0 ® O Pagel/ 2 FL # Model, Number or Name Description 14911.1 a. S 2900/4900 - M 2901/4901 Single Hung Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.1 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.1.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.2 b. S 2900/4900 - M 2901/4901 Oriel' Extruded Vinyl Single Hung Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.2 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.2.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.3 c. Series 2900/4900 Models 2901/4901 "Weather Stopper" Single Hung Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.3.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 14911.3 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.3.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (Note - See 14911.24 for Wind Zone 4 and HVHZ Impact Product) 14911.4 d. S 2900/4900 - M 2902/4902 Twin - Single Hung Continuous Head and Sill Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.4 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.4.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.5 e. S 2900/4900 - M 2903/4903 Triple - Single Hung Continuous Head and Sill Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.5 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.5.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 6/20/2016 Page 3 of 5 14911.8 h. S 2900/4900 - M 2903/4903 14911.6f. S 2900/4900 - M 2901/4901 Single Hung Extruded Vinyl Window -Flange with Strap Approved for use in HVHZ: No FL14911 R7 II INST 14911.8.1)df Anchor on Sill Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.6 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.6.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.7 g. S 2900/4900 - M 2902/4902 Twin - Single Hung Continuous Head and Sill Extruded Vinyl Window -Flange with Strap Anchor on Sill Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II INST 14911.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14911 R7 AE EVAL 14911.7.odf Building Products, Corporation (See 14911.7 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14911.8 h. S 2900/4900 - M 2903/4903 Triple - Single Hung Continuous Head and Sill Extruded Vinyl Window -Flange with Strap Anchor on Sill Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II INST 14911.8.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14911 R7 AE EVAL 14911.8.1)df Building Products, Corporation (See 14911.8 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) any additional use limitations, installation instructions and 14911.9 i. Series 2900/4900 Models 2901/4901 "Weather Stopper" Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.9.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 14911.9 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.9.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (Note - See 14911.25 for Wind Zone 4 any additional use limitations, installation instructions and and HVHZ Impact Product) product particulars. 14911.10 j. Series 2000 / Model 2001 Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.10 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.10.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. product particulars. 14911.11 k. Series 2000 / Model 2002 Extruded Vinyl Twin Single Hung Window (Continuous Head and Sill with Integral Mullion) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.11.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.11 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.11.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. any additional use limitations, installation instructions and 14911.12 I. Series 2000 / Model 2003 Extruded Vinyl Triple Single Hung Window (Continuous Head and Sill with Integral Mullion) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.12.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.12 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.12.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 6/20/2016 Page 4 of 5 14911.13 1 m. Series 2100 / Model 2111 1 Extruded Vinyl Single Hung Window - Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.13.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.13 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.13.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.14 n. Series 2200/2300 - Model 2201/2301 Extruded Vinyl Single Hung Window - Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.14.0 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.14 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.14.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.15 o. Series 2200/2300 - Model 2202/2302 Extruded Vinyl Twin Single Hung Window - Nailing Fin Continuous Head and Sill with Integral Mullion) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.15 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.15.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.16 p. Series 2200/2300 - Model 2203/2303 Extruded Vinyl Triple Single Hung Window - Nailing Fin Continuous Head and Sill with Integral Mullion) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.16.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.16 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.16.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.17 q. Series 2907 Model 2907 Single Hung Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.17.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.17 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.17.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.18 r. Series 2907 Model 2907TW Twin - Continuous Head & Sill Single Hung Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.18.12df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.18 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.18.1)df any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.19 s. Series 2907 Model 2907TR Triple - Continuous Head & Sill Single Hung Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.19.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.19 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.19.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 14911.20 ( t. Series 70 Model 2127 1 Extruded Vinyl Single Hung Window - Nailing Fin 6/20/2016 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14911 R7 II Inst 14911.20.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.20 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.20.1)df any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. Go to Page = 4D Back Next Page 5 of 5 0 0 Pagel/20 0 Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: w", WN PRE 0 6/20/2016 SERIES 70 /MODEL 2127FIN EXTRUDE=D VINYL SINGLE HUNG WINDOW w/ NAILING FIN NON -IMPACT' GENERAL NOTES 1. This product' has;been evaluated and is in compliancewith the 5th Edition (2014) Florida Building Code (FBC)'structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the `HVHZ' this product is required to be protected With an impact resistant covering that complies with Section 1626.of'the FB.C. 4. When used. in areas outside of the "HVHZ" requiring"wind borne debris protection this product is required to be protected with an impact resistant covering that complies With Section 1609.1.2 of the FBC. 5. Site conditions that deviate from the detail,s:of this drawing require further engineering' analysis by a licensed engineer or registered architect. 6. This product meets watevinfiltration requirements for "HVHZ". 5525' MAX. OVERALL FLANGE'WIDTH lr-- 52.00''MAX. OVERALL FRAME WIDTH w s 0 o h TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevation, design pressures & general notes 2 Horizontal & vertical cross sections 3 Horizontal & vertical cross sections 4 Buck &.frame anchoring 5 Bill of materials, glazing detaisl &.com onents 5525' MAX. OVERALL FLANGE'WIDTH lr-- 52.00''MAX. OVERALL FRAME WIDTH w s 0 o h 017ERALL fIN DIMENSION OVERALL FRAJuI E DIMENSION D L O DIMENSION „ GLASS 7KPE DESIGN P.RESSLIRE (PSl7" POSITIVE. 'NEGATIVE ' 55.25" x 65.75" 52.00" x 62.50" 47.69" x 28.25" 0 55125" x 76.25" 52.00" x 73.00" 47.69" x 33.SV' Gl, G2; 55.0 .60,0 r i X 017ERALL fIN DIMENSION OVERALL FRAJuI E DIMENSION D L O DIMENSION „ GLASS 7KPE DESIGN P.RESSLIRE (PSl7" POSITIVE. 'NEGATIVE ' 55.25" x 65.75" 52.00" x 62.50" 47.69" x 28.25" 62,8 -65.0' 55125" x 76.25" 52.00" x 73.00" 47.69" x 33.SV' Gl, G2; 55.0 .60,0 z° ot- Q Z J n 0 o zdao 0 U N •• Z 9 Z -0.Z:U0 Lp C'W u a p 00. 10M W. JK I FL -14911.20' 1 -1/4 -MIN. EMB. TYR. B 41 INTERIOR, XTERIOR NOTE: 1. LOCATE OPERATING SASH LOCKS 7.5" FROM EACH END OF THE ACTIVE MEETING RAIL, FASTEN WITH (2). #6 x 31t SELF TAPPING SCREWS. 2. LOCATE SASH KEEPER 6.5' FROM.EACH END OF THE MEETING RAIL FASTEN WITH (2) #6 x 3/4" SCREWS. l HORIZONTAL CROSS SECTION 2 EXTERIOR' 1 -IX MIN. EMB, TYP. 2 VERTICAL CROSS SECTION 2 m' Y .` in r zvv 0z 0` om: u GJ wc UN •- ti o Z 0 Z. N g 5 0N' m a' `a' X E oZ INTERIOR, XTERIOR NOTE: 1. LOCATE OPERATING SASH LOCKS 7.5" FROM EACH END OF THE ACTIVE MEETING RAIL, FASTEN WITH (2). #6 x 31t SELF TAPPING SCREWS. 2. LOCATE SASH KEEPER 6.5' FROM.EACH END OF THE MEETING RAIL FASTEN WITH (2) #6 x 3/4" SCREWS. l HORIZONTAL CROSS SECTION 2 EXTERIOR' 1 -IX MIN. EMB, TYP. 2 VERTICAL CROSS SECTION 2 m' Y .` in r zvv 0z 0` om: u GJ wc UN •- ti o Z 0 Z. N g 5 0N' m a' `a' s ti E oZ ro. BY. JK m By, LFS wviwo NO.q FL -1'4911.20 0 3 INTERIOR EXTERIOR NOTE: 1. LOCATEOPERATING SASH LOCKS 7.'S' FROM EACH END OF THE ACTIVE MEETING RAIL, FASTEN WITH (2) #8 x 3/4' SELF TAPPING SCREWS. 2. LOCATE SASH KEEPER 6S" FROM EACH END OF THE MEETING'RAIL, FASTEN WITH (2) #6 x 3/4" SCREWS: 11" HORIZONTAL CROSS SECTION 3 VERTICAL CROSS. SECTION' 3 a 'iC z 4 N.T.S. on: or- JK'71 F1-14911.20 1 i X 3 INTERIOR EXTERIOR NOTE: 1. LOCATEOPERATING SASH LOCKS 7.'S' FROM EACH END OF THE ACTIVE MEETING RAIL, FASTEN WITH (2) #8 x 3/4' SELF TAPPING SCREWS. 2. LOCATE SASH KEEPER 6S" FROM EACH END OF THE MEETING'RAIL, FASTEN WITH (2) #6 x 3/4" SCREWS: 11" HORIZONTAL CROSS SECTION 3 VERTICAL CROSS. SECTION' 3 a 'iC z 4 N.T.S. on: or- JK'71 F1-14911.20 2X BUCK MASONR OPENIN( BUCK ANCHORING MMAIMA 6" MAX ON CENTER 2X BUCK-/' L CLEARANCE; MIN:'—CLEARANCE? TYPE.. SiiE EMBEDMENT ' TOWASONRY...;. FRAME MASONRY OPENING CJ CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. pdge,distopce to mortoriolpts. 2. Concreteanchor locations noted as WAX. O.C. (TYP.)"must be adjusted to maintain the min, edge distance to,mortarjoints, additional concrete anchors may be,required to ensure the "MAX-O.C. (TYP.)" dimensions are not exceeded. 3. Concrete,anchor table: WOOD SCREW INSTALLATION NOTES: 1. Maintain ominimum ,516'edge distance, Venddistance,& I"o.c.spacing of wood screws to prevent the splitting of wood. FRAME ANCHORING 2X BUCK 2X FRAMING TO BE, DESIGNED BY THE ENGINEER OR AR:T v.' is 9* <=K I OF RECORD BASED ON WIND LOADS d) z AND THE CLADDING BEING USED. Oz 0! Y% f 7t 4( , % 0 in 2ICHITEC 8. g 0 zo, u 9 w 5 9 on 6" MAX. M ON CENTER C bi TYP. 38 CLEARANCE; MIN:'—CLEARANCE? TYPE.. SiiE EMBEDMENT ' TOWASONRY...;. TO.ADJJkCENT-', CJ 1TW 0 1/4" 1-1/4" an 41 TAPCON ELCO 1/4" 1.11rULTRACON WOOD SCREW INSTALLATION NOTES: 1. Maintain ominimum ,516'edge distance, Venddistance,& I"o.c.spacing of wood screws to prevent the splitting of wood. FRAME ANCHORING 2X BUCK 2X FRAMING TO BE, DESIGNED BY THE ENGINEER OR AR:T v.' is 9* <=K I OF RECORD BASED ON WIND LOADS d) z AND THE CLADDING BEING USED. Oz 0! Y% f 7t 4( , % 0 in 2ICHITEC 8. g 0 zo, u 9 w 5 9 on 6" MAX. M ON CENTER C bi TYP. 38 CJC; an FRAME ANCHORING 2X STUD d- CU Z 30 12 I.T.S. JK LFS ro 1-1.20—, -0N oF 5 143 THE 'APPROVED WHITE RIGID PVC EXTERIOk EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "HAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 0.91" I 0 zl 0.055' F--t-1.16 I 1 EXTRUDED PVC BOTTOM RAIL 0.065" U 0.91" 1 EXTRUDED PVC TOP LIFT RAIL 1.16" O o O r. ),EXTRUDED.PVCMEETING RAIL BILL OF MATERIALS c REM DESCRIPTION MATERIAL 1 EXTRUDED PVC MAIN FRAME #52-260.1' PVC 2 EXTRUDED PVC SILL #52-2683' PVC 3 EXTRUDED PVC SASH INTERLOCK GLAZING BEAD #1257 PVC 4 EXTRUDED PVC MEETING RAIL #522907• PVC 5 EXTRUDED PVC TOP LIFT RAIL #52-2949' PVC 6 EXTRUDED PVC BOTTOM RAIL #52-2905' PVC 7 EXTRUDED PVC STILE #522905' PVC 9 EXTRUDED PVC GLAZING BEAD fVERT. & HORT. #52-1227' PVC 10 OPERABLE SASH LOCK VI 2-2241 11 SASH KEEPER #12-2240 STEEL 12 FIXED MEETING RAIL REINFORCEMENT #50-2608 ALUM. 14 LOCK RAIL REINFORCEMENT #50-2609 ALUM. 15 BOTTOM LIFT RAIL &SASH REINFORCEMENT #50-2967 ALUM. 16 WINDOW SCREEN 17 WEATHERSTRIP PILE W,/FIN .187 x,:270, LOCK' RAIL & SASH ULTRAFAB T8 WEATHERSTRIP PILE W/FIN .187 x.230, FIXED MEETING RAIL ULTRAFAB 19 WEATHERSTRIP PILE W/FIN .187 x..150, SILL ULTRAFAB 20 WEATHERSTRIP VINYL BULB. I 87x .375" to AMESBURY 22 GLAZING COMPOUND(DOW #1199 SILICONE 23 8 X 2"PPH SMS STEEL 24 1/4!'X 2-3/4" ELCO OR. ITW CONCRETE SCREW STEEL 25 12X BUCK(SG >=0.551 WOOD 26 1 1 /4" MAX. SHIM SPACE 27 MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 30 1 INTERCEPT SPACER STEEL 31 SASH KEEPER #12-5550-030 STEEL 32 OPERABLE SASH LOCK #'12-SKO1-100 STEEL 33 TILT LATCH #07-76625 STEEL 34 8 X 1"PPH SMS STEEL 35 SUPERSPACER BUTYL 36 TILT LATCH HP -1 MFG. BY ASHLAND STEEL 37 2X FRAMING (SG >= 0.55 WOOD 38 1 #8 X 2-1 /2" PPH SMS STEEL THE 'APPROVED WHITE RIGID PVC EXTERIOk EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "HAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 0.91" I 0 zl 0.055' F--t-1.16 I 1 EXTRUDED PVC BOTTOM RAIL 0.065" U 0.91" 1 EXTRUDED PVC TOP LIFT RAIL 1.16" O o O r. ),EXTRUDED.PVCMEETING RAIL G2 GLAZING DETAIL 12 LOCK RA1L TOP Reinforcement C 5/8" OVERALL c THK. GLASS DO 30 1/6 -ANNEALED 0.125" o roi• II 0.455" AIRSPACE 15 80IIOM LIFTRAIL&SASHReinfocement 0 Z? 1/8- ANNEALED 7/16" GLASS y oa c c BITE P N OD Gi GLAZING DETAIL 9 00 .0.78 K 5/8" OVERALL N THK. GLASS DO 35 II l 1/8"ANNEALED G2 GLAZING DETAIL 12 LOCK RA1L TOP Reinforcement C AIRSPACE 3 c z p 0.125" o roi• II 0.455" p Z. Psi 15 80IIOM LIFTRAIL&SASHReinfocement z0 g 9 GLAZING BEAD y oa c c o P N OD o. b v u xz 9 00 .0.78 K SL.p cmc N e a a 4 m (L OL 0F o'z 3 GLAZING BEAD Sash interlock c o a AIRSPACE 3 c 1/8"ANNEALED0.84, z p 0.125" o Qi., ox II 0.455" 14 L'OCKMEETING RAIL Reinforcement 15 80IIOM LIFTRAIL&SASHReinfocement iF— 0.05' z 9 GLAZING BEAD y oa c c o m I L-3-- if0055" — 1 —"{ 1.19" P LI mo C5 To - 065' 7 (EXTRUDED PVC STILE PVC MAIN FRAME 05IclltI I I = MME 10130112 1 N.T.S. 3 is JK m X BY, LFS 3 N FL -14911.20 0 N 0..88" 0.34" 0.125" o 0 II 0.455" 14 L'OCKMEETING RAIL Reinforcement 15 80IIOM LIFTRAIL&SASHReinfocement 2.67' 00 I L-3-- if0055" — 1 —"{ 1.19" P LI mo C5 To - 065' 7 (EXTRUDED PVC STILE PVC MAIN FRAME 05IclltI I I = MME 10130112 1 N.T.S. 3 is JK m X BY, LFS 3 N FL -14911.20 0 N I _ 1 Page 1 of 3 F(alda henetp( BCIS Home j Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications I FBC Staff I SCIS Site Map Links Search Busines P(ofeSS Product Approval us.. Public User Regulation Product Approval Menu > Product or ADDlication Search > Application List > Application Detail Im d' FL # FL13192-R4 Application Type Revision Code Version 2014 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 James Hardie Building Products, Inc. 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardie.com Pingsheng Zhu pingsheng.zhu@jameshardie.com Pingsheng Zhu 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardie.com Pingsheng Zhu 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Panel Walls Siding Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE -24121 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey Quality Assurance Contract Expiration Date 01/01/2017 Validated By John Southard, P.E. 2 Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R4 COI RIO - Certificate of Independence. PDF Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R4 Equiv ASTM C1186 Equivalency Signed.odf 6/20/2016 Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/17/2015 Date Validated 08/26/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 Summary of Products FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R4 II ER RIO -2553-15 Plank metal wood.ndf Approved for use outside HVHZ: Yes FL13192 R4 II ER RIO -2557-15 Plank Shingle CMU.pdf Impact Resistant: N/A FL13192 R4 II ER RIO -2577-15 Plank to WSP Design Pressure: N/A Sheathina.pdf Other: For use in HVHZ install in accordance with NOA 15- FL13192 R4 II Install CemPlank Siding.pdf 0122.04. FL13192 R4 II NOA 15-0122.04.pdf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO -2553-15 Plank metal wood.pdf FL13192 R4 AE ER RIO -2557-15 Plank Shingle CMU.pdf FL13192 R4 AE ER RIO -2577-15 Plank to WSP Sheathing.pdf FL13192 R4 AE NOA 15-0122.04.pdf Created by Independent Third Party: Yes 13192.2 HardiePlank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R4 II ER RIO -2553-15 Plank metal wood.pdf FL13192 R4 II ER RIO -2557-15 Plank Shingle CMU.pdfApprovedforuseoutsideHVHZ: Yes FL13192 R4 II ER RIO -2577-15 Plank to WSPImpactResistant: N/A Design Pressure: N/A Sheathing.pdf Other: For use in HVHZ install in accordance with NOA 15- FL13192 R4 II Install HardiePlank Sidinq.pdf 0122.04. FL13192 R4 II NOA 15-0122.04.pdf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO -2553-15 Plank metal wood.pdf FL13192 R4 AE ER RI0-2557-15 Plank Shingle CMU.pdf FL13192 R4 AE ER RIO -2577-15 Plank to WSP Sheathing.odf FL13192 R4 AE NOA 15-0122.04.pdf Created by Independent Third Party: Yes 13192.3 HardieShingle Individual Shingles fiber -cement individual cladding shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R4 II ER RIO -2555-15 Shingle metal wood.pdf FL13192 R4 II Install HardieShingle Siding.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Intertek Testing Services NA Ltd. Design Pressure: N/A Created by Independent Third Party: No Other: Evaluation Reports FL13192 R4 AE ER RIO -2555-15 Shingle metal wood.odf Created by Independent Third Party: Yes 13192.4 HardieShingle Panel fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R4 II ER RIO -2555-15 Shingle metal wood. df FL13192 R4 II ER RIO -2557-15 Plank Shingle CMU.yddfApprovedforuseoutsideHVHZ: Yes FL13192 R4 II Install HardieShingle Siding.odfImpactResistant: N/A Design Pressure: N/A Verified By: Intertek Testing Services NA Ltd. Other: Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO -2555-15 Shingle metal wood.odf FL13192 R4 AE ER RIO -2557-15 Plank Shingle CMU.pdf Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding fiber -cement lap siding 6/20/2016 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 15 0122.04. Page 3 of 3 Installation Instructions FL13192 R4 II ER RIO -2553-15 Plank metal wood.Ddf FL13192 R4 II ER RIO -2557-15 Plank Shingle CMU.pdf FL13192 R4 II ER RIO -2577-15 Plank to WSP Sheathing.Ddf FL13192 R4 II Install Prevail Lap Siding.pdf FL13192 R4 II NOA 15-0122.04.0 Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO -2553-15 Plank metal wood.odf FL13192 R4 AE ER RIO -2557-15 Plank Shingle CMU.pdf FL13192 R4 AE ER RIO -2577-15 Plank to WSP Sheathing.Ddf FL13192 R4 AE NOA 15-0122.04.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cooyriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee -under Chapter 455, F.S., please click here . Product Approval Accepts: ap- O aClmik 13 P.(21.1 mvi'vVy'st Credit Rrd, AuaMf-AFE 6/20/2016 Fora roduct Approvai HardiePlankO Lap Siding For, use, inside HVHZ'. b HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance With, the, Miami' Dade County Florida NO '15- 7, 0122.04. Consult theHardiePlankproduct installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall, be in accordance with Enaiffeering 1EValuation Reports, RIO -2553-1,5 or IO- or RIO -2557-15. Consult the, HardiePlank product installation instructions on the follow pages for all other installation requirements. jamesHardie ar Plank®IK Lap Siding, a EFFECTIVE SEPTEMBER 2013 INSTALLATION REQUIREMENTS - PRIMED & COLORPLUSOPRODUCTS V'itwwwjameshardie:comforthe most recent'version:, SELECT CEDARMILL® • SMOOTH CUSTOM COLONIAL- SMOOTH • CUSTOM COLONIAL" ROU.GHSAWN CUSTOM BEADED CEDARMIO • CUSTOM BEADED SMOOTH • STRAIGHT -EDGE SHINGLE, PLANK IMPORTANT FAILURETO INSTALLAND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO'PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE', VIOLATROCAL.BUILDING CODES, ANDVOID.THE PRODUCT ONLYWARRANTY BEFORE INSTALLATION, CONFIRM THATYOU AREUSING'THE CORRECT HARDIEZONET`PRODUCT INSTRUCTIONS. INSTALLATION OF HZ100 PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONCm APPLIES TO YOUR LOCATION,;VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942,-7343 (866 9HARDIE) STORAGE & HANDLING:, Store flat:aod keep dry -and covered prior to Installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and corners from breakage. James. Hardie is not responsible for damage caused' by improper storage and. handling; of the product INSTRUCTIONS, OUTDOORS INDOORS 1 annddtothers in working area. 2. Positioncuttingstationsothatwindwillblowdustawayfromusert. Cut only using score and snap, or shears (manual, electric or pneumatic). on cutting station in well -ventilated area 2. Use one of the following methods: a Best: I. Score and snap ii. shears (manual, electric or pneumatic) NEVER use a power saw indoors b; Better: !..Dust reducing circular saw equipped wth a NEVER uses circular saw' blade that does not carry the 'HardieBlade sawblade trademark HardieBladeg saw blade, and FEP.A vacuum extraction NEVER dry sweep'— Use wet suppression orHEPA Vacuum c. Good: I.,Dust reducing circular saw with a HardieBla,de saw blade only' use for low m'moderate cutting) Important Note: For maximum protection ilowestrespirable dust production), James. Hardie recommends always using "Best" -level cutting methods where feasible. NIOSH -approved respirators,can be used in conjunction With above cutting practices to further reduce dust exposures: Additional exposure information is available at www.jame hardie.com to.help you determine the most appropriate cutting method for purjob requirements. If concern stll exists about exposure levels or you do not conply,with the -above practices, you should always consult a qualified industrial,hygienist or contact James Hardie for further information. cmminF GENERAL REQUIREMENTS: HardiePlanr lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c..ordirectly to minimum 7/16" thick OSB sheathing. See general fastening requirements,, Irregularities in framing and sheathing can mirror through the finished' application. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. jamehardie.com A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code: requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap• Weather Barrier, a non -woven non -perforated housewrap', which ,complies with building code requirements. When installing James Hardie products all clearance details in figs. 3-14 must be followed', Adjacent finished grade must slope awayfrom the building in accordance with local building codes typically a minimum of 6" in the first 10`. Figurq 1, Double Wall Single Wali Do not use HardiePlank lap siding in fascia or trim applications. construction Construction Do not install James Hardie products„such thatahey may remain to contact with standing water water rQs snve_garder let -)h bracing HardiePlank1ap siding may be installed on flat vertical wall applications only. p"od ar 2a° o.c. max. For larger projects, including commercial and multifamily projects, where the span of the OSBsheathing wall is significant in length, the designer and/or architect should take, into consideration the . coefficient of thermal expansion and moisture movement of the product in their design: - These values can be found in the Technical Bulletin "Expansion Characteristics, of ii r James 'Hardie® Siding Products” "at wwvv.Jamesftdie.com: DO NOT use stain, oil/alkyd base paint, or powder coating on JamesHardiee Products. 4 INSTALLATION JOINTTREATMENT One or more of the following joint treatment options are required by code (as referenced 2009 IRC 8703.3.2) A. Joint Flashing,(James Hardie recommended) B. Caulking' (Caulking is not recommended fe for ColorPlus for aesthetic.reasons as the Caulking and ColorPlus will weather, 1, l oinIt differently. For the same reason,. flashing ' do not caulk nail heads on ColorPlus products.) G, "H jointer cover Note: Field painting over caulking For additional information on Hal to our installation.instructions and A INSTALLA11ONINSTRUCTIONS MAY Figure 2. Nail,line (If nail' line is, not present place. fastener between 3./V 1 "from top of plank) ne" o o - - fastener siding. o . o Install a 1 1/4" starter strip to nstallplankstin ' o ensure a consistent plank angle0o a moderate oantact at buttjants leave appropriate gap between,planks and,trim, then caulk;"" a sheen.difference when compared to the field painted PrimePtus. 'Refer to Caulking section in these instructions. ather Barrier, consult James Hardie at 1, 866-4Hardie or www;hardiewrap.com to the PERSONAL INJURY.OR bhffm 19'T1/4.6/13' Figure 14 Valft/Shingl , e Extension FASTENER Blind Nailing 18- required by code for, high wind areas and must not be Used'in conjunction W I ith " I Blind nailingI , { Please see JiH febb011kin 1-7,'for ekernotibn when,doingpqre jr): Pin -backed backed c6rnbts may be done for aesthetic purposes Only. Pin -backs shall be -finish hails only rand are mot a substitute forblind, orface nailing. BLIND NAILING` fAPENNLl,N0 Nailsx- Wood Framing Ul§- Wood ra-mling Siding nail (0.0Tshank x 0:221" HD 2" long) * 6d,(0.113" shank.x GIOT HID x 2'-' long) 11,11 ga:.roofing nail (0.1,21" shank x0:371 HD x 1_25" long) - Siding -,nail (0.09" shankx 0,221," -HD x2" long) Screws Framing Screws - Steel Framing Ribbed I - , Wafpt-Nead or equiva I lent,(Rp., 8 x 1. 1,/4!'long x Q_3,7,5,`,HD) Screws must; • Ribbed B601e-h6ad or QquiVal6nt-(Nd. 8-18 k 1-5N'.lohg x penetrate 3 threads into metal framing. 0.323" HD)Screws, must, penetrale, 3 threads into metal; framing;, Nails—Steel Framinq Nails-Steel.Framing 25" HET & F Panelfast! -nails, orequivalent (010" shank x U-13" HD.x- 1 long) ET & F pin or equivalonI,(0.10" ishank,,x 0.25" D x 1-1/2' long) N4ilsmusi penetrate mi I nimum I 1/4"`ip I to meta I I framing.Nailse irfiUrn 1/4" 1 into metal fra'mlin1g, mustoen trate'n,ii,h OSB minimum 7/16" OSB minimum , _71115 11 ga., roofing nail'(0.1,21 shank x 0371" HID x,1-75"'Iong) Siding -0.09' shank x 0.221"', HD x 1,1 /7' long)* Ribbed Wafer -head or equivalent (No. 8 x 45/8" long x , 0.375" HP), 24" 2,r --- 'Figure 16 Figure 16 s d O.C. max. Stud Minimum overlap A for Both Face and Blind Wilibg ne a/4 4 D- N - min. 11 f6ce rfailoverlap uy Water. Re 1'114" min. earner Overlapl Laminate, sheet to.be removed immediately after installation of each course for ColorPlusO -products. When face nailing to OSB, planks must be no greater than 9 1/4"' wide and -fatfen erS mUst'-Ibe 112 o.c, orless. Also,see General Fastening, Requirements~and when considering alternative fastening, options1refer to James Hardie's Technical I . Bull6tin 0STI3 il -:R 1,1W min. overlap barrier HS11119-P2j4,6/13 A 7/9 WEERW GEN'ERAFASNING REQUIREMENTS PNEUMATIC FASTENING; Fasteners must be: corrosion resis1ant,,galvanized, or stainless steel. James Hardie, products can be -hand nail , ed or fastened"witha-,prieurnatic tool. Electro-gaivanized,,are acceptable butmay exhib itpre mature corrosion. Pneumatic fastening"is- highly,,recommended-., Set air,pressure so that the: James Hardie r6borfirferidsthe use of quality, hat -dipped qa[yanizeldfiai1s. 11astei,fef is dfiV6h snug, with, lth6- surface of the siding. ,A -'fl ush mount James H ardie is not -responsible for the connosionfesistance'Of fasteners, attachment I t on t I he popumatic,' I tool, i - s recommended., 11 This , -will help control the stainless steel, f asteners are recommended when installing james:Hardieo depth the nail is driven: -If's6ftirig, the nail depth proves'diff icult, choose, a products near the odean,'Aarge bodies of water, orin,very humid climates. setting thatundet, drives the nail!. Drive- under driven nails shugswith,a smooth faced hammer-- Does lnote laooly'fb."i.rotall'idtio,n to steel 1'ramingj, Manufacturers ,of,ACO and CA preservaiive-treateo, Wood recommend'sp8cef materials orother physical barriers to prevent,diwtcontactof ACO or CA preservative -treated wood and aluminum products,. Fasteners used to,attach, Hardi,eTri'mT'abs't6 preservative I 7treated I wood shall be of hbt dippedd fill, countersunk, add nail zinc -coated galvanized steel or -stainless steel and in accordance to 2009 IRC` snug flush DO NOT DO NOT R317.3 or --2009-IBC 2304.9.5. Figure A Fi - g u- re Bunder drive nails staple, Consult applicable product evaluation or listing for )correctfMsteners typell and placement to achieve specified design wind, loads. PAINTING NOTE: Published wind loads may not be,applicable to ail', areas where Local Building Codes have specific jurisdiction, (Can I suit James Hardie Technical DO NOT'use stain-, oil/alkyd base paint, or powder coating on James,Hardie,5: Products. James Hardie products must be painted Within 180 days for primed b I Services -if I you are unsure of applicable compliance documentation: product and 90,day5forunp(imed/100%ac lic topcoats are recommended. Ty Drivefasteners perpendicular to siding; and ffaming, Do,,,,not,pai'nt when wet. For applica I tion rates refer to paint manufacturers Fastener heads should fit snug against siding (no air space). (fig. A) specification& Back -rolling is recommended if the siding is sprayed. Do not over-drivenail heads or drive nails'at: an angle. If nail is countersunk, , fill nail hole and add -a nail. (fig.,B) CUT EDGE TREATMENT For wood framing, under driven nails should be hit flush to the plank with a Caulk, paint or prime all field ' ' cut edges. James 'Hardie touch-up kits are hammer (For ste6frarningjbmove and replace ha!4. required to touch- up:CoIorPl us products. NOTE: Whenever a.structural member is present,, Hardie'Plank,,should be fastened With even spacing to the,structural member. The tables allowing CAULKING direct to OSB or plywood, should only be used when traditional framingis For best results use an Elastomeric Joint Sealant, ncomplying with ASTM C920 not available, Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ,ASTM' Do not use aluminum fasteners, staples, or clipped head naiK. C834. Caulking/Sealant must be applied in accordance with "the caulkiog/sealant manufacturer's written instructions, Note-' OSI,Quad as well assume other caulking manufacturers not allow tooling. COLORPLOS"TECHNOLOGY CAULKING, TOUCH -UR Care should be, taken when handlingland, cutting James Hardie® CdIorPIus&pnoduct& During installation usea wetsoft cloth or soft brush to gentl wipeoffany residueor,construction dust left on the product, then e. snrinsewithagardenhose. y Touch up hicks, scrapes and nail heads using the, Co[orflus,!', Technology touch-up-applicaltor.Toluch, up should b,e,use,d sparingly. If large areas require touch-up', replace'the damaged area with now HardiePlanViap siding, with'ColorPlus Technology. Laminate sheeMust be removed immediately -after installation of each courser. 4Terminate non -factory ,cut edo . into trim where possible; and, caulk, Color matched (a-ulks,are aVailable,',from ybUt-ColdWids" product dealer. Treat all other nofl,-factory cult edges using fhe,(o,I0fPIUs Tep I hriblogy=edqe colaters', available, from '-'your QoIorPIqs,,pro1dUQt.deaIe1r, Note: James Hardie does not warrarifthe usage of t I hird party touch-up,or paints used as, touch-up :on Jamesflardie 'ColorPlus. products. Problems vvith'60lJeiarance, or perliprmaPc6'Msing from Use, of third,p4ag touth-,00 paints or paints` used as,touch-up 'that are not James Hdrdi6 touch=up willnotbe covered under, the James Hardie ColorPlus Limited Finish Warranty.; PAINTING JAMES HARDIEO SIDING AND TRIM PRODUCTS WITH GOLORPLUSP TECHNOLOGY When fQpaihting,C6Io(PIu§ products, James Hardie recommOnds,.the foll6wing,regarding ,surface , preparation and topcoat application: Ensure thesurf8ce is clean' dry, and free of any dust,, dirt, of mildew Reorimirig is normally not necessary 100% acrylic topcoats are, recommended, DO NOT use stain, oil/alkyd base paint; ,or,plowdef coating on James Hardie"PrOd'utts". Apply finish coat in 'accordancewith Mint manufacturers wf ' tbn,'instrLictioe-ps-,reg4roing'covergoWplibation'methodsiand-80plitationtemoe(ature, DO NOTcau Ik, nail heads when using 'ColorPlus, products, refer to the ColorPlus- touch -up section HS1 111 9-P3/4 VT3 RECOGNITIONyIn accordance With ICC ES Evaluation ReportESR2290, HaniiePlank®lap siring is recognized as a suitaae altemate to thatspeefied m: !fie 2006,2x19,&2012Iniernational Residential Codefor One and Two -Family Dwellings; and.the 2006, 2009; & 2!112 Intematbn I§uiding Cade,; HardiePlanklap siding is also recognized for al lic2tion in the following: City of,Los Angeles Research;Report No 24862, State of Florida listin _F.Lfl889; Dade county,Dep ease°1263c, Texas Deparhent of Insurance Prod Evaluefior 1EG23, C ty;of New YorkMEA 223-934v1, and Cal forrua DSA PA=019 These document should also tieOconsulted ioradfitional'information concerning the suitatN(ity oP-tt is product for specificappliratiors: 02013 James Hard 0Building'Ptoducts AO igfitsreserved. Addltibna[Instal lation Information',' TM, SM, and 0 denote tradernaill or registered trademarks of James Hardie,Technology Limited .113i's a registered trade"mark Warranties,__ and Warnings aro available -at of -James Hardie Technology Limited, wwjarneS tardlexonl / aures ® .. le` Panelfastis a registered trademark of ET&F=Fastening Sysfems, Inc:- HS11119-P414 611'3 e COVERAGE CHART/ESTIMATING GUIDE Number of 1,2' planks„does"not include waste; COVERAGE AREA LESS OPENINGS HARDIEPLANIO UP SIDING WIDTH SQ 5:114. 6114 71/4, 7112 8- 8174' 014 9112 12°: 1SO=100sq.ft..) exposure): 4! 5 6= 6114` 6314 7 8 8114: 314- 1 25e M1 17' 16r 15 141 13 13' 9 2 50 40 33' 32 , 30 29 25 25' 19 3`75 50' 4 44: 43':- 38 : 38 28, 4 100 80'i 67 64 59 57' 50 50 37 5 125 100 83' 80 ; 74, 71=, 63 63 Al 6 150' 120, 100: 96 ` 89 86: 75 75 56' 7 1,75 140: 117 112 104 100 88 88 65' 8' 200 160 13,3 128: 119 114 100. 1:00 74 9 225 180 150' 144 133 129' 113 113`; 84 ID 250 2,N 167 1601 198 143' 125 125 93 11' 275' 220: 183' 176'; 163 157' 138 1,38' 102 12 300' 240` 200' 192: 178 171' 150 150' 112 13' 325 260: 211 2081 193 186' 163 163 121 14 350- 280' 233 224 207 200' 175 175 130'. 15 375;; 300' 250'' 240' 222 214' 168 188 140: 16 400 320: Al 256 237 229' 200 200 149; 17 425 340 283' 272` 252 243 213 213 158 18 450 360 300' 288 267 25 7 225 225 167 19 475, 380; 317' 304; 281! N1 238 238 177 20 5001 400 333' 320” 296 286! 250 250 186 This coverage chart is. meant as a guide: Actual ilsage is subiectrto variables such as building design. James Hardie does not assume responsibility for over brunder orderil product. RECOGNITIONyIn accordance With ICC ES Evaluation ReportESR2290, HaniiePlank®lap siring is recognized as a suitaae altemate to thatspeefied m: !fie 2006,2x19,&2012Iniernational Residential Codefor One and Two -Family Dwellings; and.the 2006, 2009; & 2!112 Intematbn I§uiding Cade,; HardiePlanklap siding is also recognized for al lic2tion in the following: City of,Los Angeles Research;Report No 24862, State of Florida listin _F.Lfl889; Dade county,Dep ease°1263c, Texas Deparhent of Insurance Prod Evaluefior 1EG23, C ty;of New YorkMEA 223-934v1, and Cal forrua DSA PA=019 These document should also tieOconsulted ioradfitional'information concerning the suitatN(ity oP-tt is product for specificappliratiors: 02013 James Hard 0Building'Ptoducts AO igfitsreserved. Addltibna[Instal lation Information',' TM, SM, and 0 denote tradernaill or registered trademarks of James Hardie,Technology Limited .113i's a registered trade"mark Warranties,__ and Warnings aro available -at of -James Hardie Technology Limited, wwjarneS tardlexonl / aures ® .. le` Panelfastis a registered trademark of ET&F=Fastening Sysfems, Inc:- HS11119-P414 611'3 Page I of 2 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method X Amerimax Home Products 450 Richardson Drive Lancaster, PA 17604 717) 298-3714 rickw@rwbidgconsultants.com Rick Wright rickw@rwbldgconsultants.com Panel Walls Soffits a 16" 1615 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 12/31/2016 Validated By Ryan J. King, P.E. 0 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL5896 R3 COI CERTIFICATE of INDEPENDENCE.pdf Standard Year TAS 202, 203 1994 Method 1 Option D 6/20/2016 a baa N 41 I'M', 0 a w_ R Fdida i)epartd 3 tel It m€ BCIS Home Log In ' User Registrations Hot Topics Submit Surcharge Stats .& Facts Publications FBC Staff ( BCIS Site Map Links Search r 3ujj'' si n[e('si 1 CVfessikiI ya USER: PublicUseroval Regulation N I E . ..,MMProduct Aooroval Menu > Product or Application Search > Application List > Application Detail FL # FL5896-R3 Application Type Revision Code Version 2014 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 X Amerimax Home Products 450 Richardson Drive Lancaster, PA 17604 717) 298-3714 rickw@rwbidgconsultants.com Rick Wright rickw@rwbldgconsultants.com Panel Walls Soffits a 16" 1615 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 12/31/2016 Validated By Ryan J. King, P.E. 0 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL5896 R3 COI CERTIFICATE of INDEPENDENCE.pdf Standard Year TAS 202, 203 1994 Method 1 Option D 6/20/2016 Page 2 of 2 Date Submitted 04/21/2015 Date Validated 04/22/2015 Date Pending FBC Approval 04/24/2015 Date Approved 06/23/2015 Summary of Products I FL # Model, Number or Name Description 5896.1 a. Standard "V" Panel 12" perforated "V" Panel and 12" solid "V" panel Aluminum soffit Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5896 R3 II Inst 5896.1.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 5896.1 for Design Pressure Ratings, any FL5896 R3 AE Eval 5896.1.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: XW IIAWCDMI 6/20/2016 HOME PRODUCTS, INC. 450 RICHARDSON DRIVE, LANCASTER, PA 17604 PHONE: 717-228=3714 STANDARD VPANEL & STANDARD PERFORATED V PANEL ALUMINUM SOFFIT GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wail dressing or stucco. 3. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 4. For design pressure ratings see chart this sheet. 5. Wood/CBS wall construction by others, must be designed properly to receive bads from the soffit and/or 7' x 7' batten strips. 6. All connectors shall be corrosion resistant. 7. Aluminum soffits shall conform to the requirements of FBC Section 1404.5.1 and labeled according to FBC Section 1710.9. TABLE' OF CONTENTS SHEET # DESCRIPTION 1 Typical elevation, design pressures & general notes 2 Typical anchoring details & soffit:details 3 Typical anchoring details & soffit details 4 Bill of materials & components ALUM. 3105-H25 17STANDARD VPANEL MAX 24" SPAN) ALUM. 3305-H25 12" STANDARD PERFORATED V PANEL MAX 24" SPAN) j. N N yy M 00 T Qom= LL n CjM in rr Ilk\ Or0°Di. Z a N % CW o o a: a a mamm 9 In; FL -5896:1 eT 1 of 4 DEsx, rRESSURE (PS9 SOFfITT.MODEL PC3SITIVE NEGATIVE'; 12" STANDARD V PANEL SOFFITT 50.0 50.0 12" STANDARD V PANEL SOFFITT SO.O. O.OPERFORATED) j. N N yy M 00 T Qom= LL n CjM in rr Ilk\ Or0°Di. Z a N % CW o o a: a a mamm 9 In; FL -5896:1 eT 1 of 4 W 1IN\ @1: HORIZON itm N J CHANNEL INSTALLATION MAL ROOF PITCH VARIES AFTER (G = 0.42 OR BETTER) 4X. 24" O.C. SPACING 16" O.C. MAX. ETAIL "A" FOR J CHANNEL INSTALLATION SEE DETAIL "B" FOR SOFFIT INSTALLATION (TYP.) EXISTING STRUCTURE DETAIL "B" SOFFIT INSTALLATION if E 1z do d C W S JTh 9 ci> 24" O.C, EDGE o aMAX. ° DISTANCE tEd L o z t; a ° a(L=) o z> o wAd m E 2Za 0 aV) J aZdUn nlw adtn TYP INSTALLATION ON A CBS WALL L- SEE DETAIL "A" FOR J CHANNEL INSTALLATION SEE DETAIL "B" FOR SOFFIT INSTALLATION (TYP.) INSTALLED AT EACH PANEL OVERLAP JOINT 12' MAX. O.C.) E N.T.S. BY: DWS m ar: LFS 3 VING NO, m FL -5896.1 0 N 7 2 of 4 n Z Y. ROOF PITCH VARIES mro G =0.42 OR BETTER) '•.,, G. o O.C. SPACING ''' i i C`_```` fill y, LBEDMENT0o n ; 6 UN•: l c Z° d dm(L a V aNg o E 1z do d C W S JTh 9 ci> 24" O.C, EDGE o aMAX. ° DISTANCE tEd L o z t; a ° a(L=) o z> o wAd m E 2Za 0 aV) J aZdUn nlw adtn TYP INSTALLATION ON A CBS WALL L- SEE DETAIL "A" FOR J CHANNEL INSTALLATION SEE DETAIL "B" FOR SOFFIT INSTALLATION (TYP.) INSTALLED AT EACH PANEL OVERLAP JOINT 12' MAX. O.C.) E N.T.S. BY: DWS m ar: LFS 3 VING NO, m FL -5896.1 0 N 7 2 of 4 n 24" O.C. MAX. SPACING FOR THE STRUCTURAL SUPPORT BY OTHERS) OF THE 2" X 2" BATTEN STRIPS ED AT EACH OVERLAP JOINT. 24" O.C. MAX. SPACING FOR THE STRUCTURAL SUPPORT BY OTHERS) OF THE 2"X 7' BATTEN STRIPS NSTALLED AT EACH PANEL OVERLAP JOINT. T'P•) 16" o.c. SEE DETAIL "A" SHEET #2 Q FOR J CHANNEL INSTALLATION DETAIL "B" SHEET #2 2 8SEE FOR SOFFIT INSTALLATION TYP. INSTALLATION 3 ON A WOOD WALL 24" O.C. MAX. SPACING FOR THE STRUCTURAL SUPPORT BY OTHERS) OF THE 2"X 7' BATTEN STRIPS NSTALLED AT EACH PANEL OVERLAP JOINT. T'P•) 16" o.c. ACTUAL ROOF PITCH VARIES RAFTER (G = 0.42 OR BETTER) MAX. 24" O.C. SPACING SEE DETAIL "A" SHEET #2 Q FOR J CHANNEL INSTALLATION SEE DETAIL "B" SHEET 42 i 2 g FOR SOFFIT INSTALLATION 1 3 TYP, INSTALLATION ON A CBS WALL ACTUAL ROOF PITCH VARIES RAFTER (G = 0.42 OR BETTER) MAX. 24" O.C. SPACING ul6" O.C. MAX. a Q Q. BATTEN Sl 16" O.C. MAX. 8 0 ACTUAL ROOF PITCH VARIES ER (G = 0.42 OR BETTER) a MAXRAFT" O.C. SPACING24 MBEDMENT SOFFITOVI a CUT OU Cl u o 24" O.C. MAX. EDGE DISTANCE i 2_Z z rcd O— N Ill 1111 i p F) °•.. z 1_ E U N C a 1, x . Em zm Zoc> K co 9dW 0a a 0O. a 7 a) 0: sLL 0 x Z w U ZO J dk OJ C, u_ V) i3Q zo a m =mJ7.3 m U 2ZQ cn En Qa wZZ !2 RN o a zI 1 LOOKING UP ® SOFFIT 3 N.T.S. F- N.T.S. 3 Ery: DWS m BY: LFS 3 IMG NO.: m P FL -5896.1 m ro T _4L OF 4 Q Q. a a a a: u o 24" O.C. MAX. EDGE DISTANCE i 2_Z z rcd O— N Ill 1111 i p F) °•.. z 1_ E U N C a 1, x . Em zm Zoc> K co 9dW 0a a 0O. a 7 a) 0: sLL 0 x Z w U ZO J dk OJ C, u_ V) i3Q zo a m =mJ7.3 m U 2ZQ cn En Qa wZZ !2 RN o a zI 1 LOOKING UP ® SOFFIT 3 N.T.S. F- N.T.S. 3 Ery: DWS m BY: LFS 3 IMG NO.: m P FL -5896.1 m ro T _4L OF 4 SUBSTRATE NOTES: 1. WOOD SUBSTRATE: G = 0.42 OR BETTER 2. MASONRY SUBSTRATE: 3,000 PSI CONCRETE (ACI 301( OR HOLLOW BLOCK (ASTM C90(. V PANEL SOFFIT ' i BILL OF MATERIALS ME E fLO,W'AREA' m' ITEM DESCRIPTION MATERIAL 1 STANDARD V PANEL SOFFIT (0.017" THK. ALUMINUM 3105 H25 ALUMINUM 2 STANDARD PERFORATED V PANEL SOFFIT 0.01 T' THK. ALUMINUM 3105 H25 ALUMINUM 3 STANDARD "J" CHANNEL 0.0175' THK. ALUMINUM ALUMINUM 4 11 GA. 0.125' MIN. x 1" LONG ROOFING NAIL WITH 7/16" DIA. HEAD STEEL 5 8 x 1" PPH SMS STEEL 6 7'x 7'B TTEN STRIP SOUTHERN YELLOW PINE G = 0.55 OR BETTER WOOD 7 lOd COMMON NAIL 3" LONG F- .250" 8 8 x 2-1 /7' PFH WOOD SCREW 93/16" x 2-3/4"ELCO ULTRACON CONCRETE SCREW; EMBEDMENT = 1.25'MIN., EDGE DISTANCE= 1" MIN., CENTERLINE TO ADJACENT ANCHORS = 4" MIN. f! EL SUBSTRATE NOTES: 1. WOOD SUBSTRATE: G = 0.42 OR BETTER 2. MASONRY SUBSTRATE: 3,000 PSI CONCRETE (ACI 301( OR HOLLOW BLOCK (ASTM C90(. V PANEL SOFFIT ' i AIR FLOW ME E fLO,W'AREA' m' FREE.FLOW AREA -'. PERFORATED 11.23 7.8% I.R..250- TYP. 077MIN i - VIEW A - A PERFORATION DETAIL 2X SCALE I I I II I II %Vein i I I I II I II : N't z I I I II I I I ', •' •.. n dr -A o i ui i°°°°°°° °°°0000 ii 0000°°° 000 000 ii 00000000 iiii 100000000 u 0000°°° 1l°°°°°° o ii 0 0 0 0 0 0 0 ! A i 0 0 0 W 0 0 n in0 0.125' n: L-A O.S'TYP. o t~ TYP. 0.25' TYP. 1.817' 1 5.9634" i i-- .250" /1- 1 0.27' 1 NT orio . O STANDARD PERFORATED V PANEL SOFFIT RIB.125RX.021)1`. 030" I R.085' I N N VIEW SHOWN FOR REFERENCE 470" R.0 MC. 250" 50"TYP. OUTSIDE O STANDARD "J" CHANNEL N M CGgq N on°°Di un •; v v oi4 i01 zmOcw V) c° °" Y mda o o= c 41 a a y O acon MCL u wo W y O W O E-. N.T.S. ffy: DWS BY.. LFS nr+c No.: FL -5896.1 7 4 or 4 6" 6" O.R..020' TYP. 0 250 0.27" -- F- F- .250" 1^ o? oen OSTANDARD V PANEL SOFFIT X.02 DP. RIB .125 R n dr -A o i ui i°°°°°°° °°°0000 ii 0000°°° 000 000 ii 00000000 iiii 100000000 u 0000°°° 1l°°°°°° o ii 0 0 0 0 0 0 0 ! A i 0 0 0 W 0 0 n in0 0.125' n: L-A O.S'TYP. o t~ TYP. 0.25' TYP. 1.817' 1 5.9634" i i-- .250" /1- 1 0.27' 1 NT orio . O STANDARD PERFORATED V PANEL SOFFIT RIB.125RX.021)1`. 030" I R.085' I N N VIEW SHOWN FOR REFERENCE 470" R.0 MC. 250" 50"TYP. OUTSIDE O STANDARD "J" CHANNEL N M CGgq N on°°Di un •; v v oi4 i01 zmOcw V) c° °" Y mda o o= c 41 a a y O acon MCL u wo W y O W O E-. N.T.S. ffy: DWS BY.. LFS nr+c No.: FL -5896.1 7 4 or 4 Page 1 of 2 fltA tt.7a fler5ntpj BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications I FBC Staff I BCIS Site Map Links Search Busl nhWes Professi I ° Product Approval USER: Public User Regulation Product Approval Menu > Product or ADDlication Search > Application List > Application Detail NEr FL # FL10124-1117 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany, NJ 07054 973)872-4421 lindareith@trinityerd.com Authorized Signature Beth McSorley lindareith@trinityerd.com 4 Technical Representative Beth McSorley (current) ,NFORD 1 Address/Phone/Email 1 Campus Drive , Parsippany, NJ 07054 o4R 4' 973)872-4421 bmcsorley@gaf.com c Quality Assurance Representative # q- 1 6 1 5 Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 05/14/2017 Validated By John W. Knezevich, PE 0 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL10124 R17 COI 2015 01 COI Nieminen.odf Standard ASTM D1970 ASTM D3161 ASTM D3462 ASTM D7158 TAS 107 Year 2009 2009 2009 2008 1995 6/20/2016 Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 12/16/2015 Date Validated 12/16/2015 Date Pending FBC Approval 12/19/2015 Date Approved 02/10/2016 Date Revised 06/15/2016 Summary of Products FL # Model, Number or Name Description 10124.1 GAF Asphalt Roof Shingles Fiberglass reinforced 3 -tab, laminated, 5 -tab and hip/ridge asphalt shingles Limits of Use Installation Instructions Approved for use in HVH2: No FL10124 R17 II 2015 12 FINAL ER GAF Asphalt Shingles FL10124-R17.12dfApprovedforuseoutsideHVH2: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section 5. Evaluation Reports FL10124 R17 AE 2015 12 FINAL ER GAF Asphalt Shingles FL10124-R17.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: -850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: W W1 RE 0 Cred! Card M SAFE! 6/20/2016 EXTERIOR RESEARCH & DESIGN, LLC.. certificate of.Authoriiotion #9503: 353 CHRISTIAN'STREET, UNIT#13 OXFORD; CT 06478; PHONE: (203) 262-9245 FAX: (203) 262-9243. EVALUATION REPORT GAF Evaluation Report 01506.01:08-1119 1 Campus Drive FL10124-1117 Parsippany, N1 07054 Date of Issuance: 01/03/2008, Revision 19:.12/15/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materialsin the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The, products described herein have been evaluated for compliance, with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. - CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes„ or provisions.of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes: Trinityl'ERD requires a Complete review of this Evaluation Report relative to updated Code requirements with each Code, Cycle: ADVERTISEMENT: The Evaluation :Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. if any portion of the: Evaluation Report is displayed; then; it shall be done in its entirety. INSPECTION: Upon request, a:copy of this entire Evaluation Report shall be provided to the ,user by themanufacturer or its distributors and shall be available for inspectionat the job site at the request of the Building Official': This Evaluation` Report consists ofpages 1through 6.. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida OCA ANE1993 The facsimile seal appearing was authorized by Robert Nieminen; P.E: on 12/15/2015.. This does not serve as an electronically signed document; Signed, sealed-hardcopies. have been transmitted to the,. Product Approval Administrator and to!the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity ERD does not have, 'nor does it intend_ to acquire -or will it acquire,, a. financial interest in any company manufacturing :or distributing productsit evaluates. 2. Trinity) ERD is not owned, operated or controlled by any corn panymanufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company' manufacturing or distributing products for which the evaluation,r'eports are being issued, 4. Robert Nieminen, P.E. does not have; nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or -design guidance unless retained specifically for that purpose. ROOFING SYSTEMS -.EVALUATION: 1. SCOPE: Product Category:" Roofing' Sub -Category: Asphalt Shingles, Compliance Statement: GAF Asphal"tRoof`Shingles, as produced by GAF, have demonstrated compliance with the following sections: of the "Florida Building Code and Florida Building. Code, Residential Volume through testing in accordance with "the following Standards. Compliance is, subject to the Installation Requirements and Limitations Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.4, R905.2.3 Physical Properties ASTM D1970 2009 1507.2.5; R905:2.4 Physical Properties ASTM D3462 2009 1507.2.7:1,"11905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7:1, R905.2.6.1 Wind Resistance ASTM D7158 2008. 1507.2.7.1, 8905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES' Entity Examination Reference Date GAF (PDM 1915) Letter of Equivalency Seal -A -Ridge Impact Resistant IR 01/13/2012 PRI (TST 5878) Physical Properties GAF -025-02701 03/27/2002 PRL(TST 5818) ASTM D3462 GAF -059-02-01 09/02/2004 PRI (TST 5878) ASTM D3462 GAF -080-02-01 05/25/2005 PRI (TST 5878) Physical Properties GAF -324-02-01 12/01/2011 PRI (TST 5878) Wind Driven Rain 6AF-407-02-01 01/21/2013 UL (TST 1740) ASTM D3462. 93NK6295 11/29/1993 UL(TST '1740) ASTM D3462 99NK43835 01/12/2000 UL(TST'1740) TAS.107 44NK9632 03/29/2000 UL(TST 1740) ASTM'03462 01NK0,6632 02/02/2001 UL (TST 1740) ASTM D3161, TAS 107 01NK9226 05/21/2001 UL (TST 1740) ASTM D3161 01NK37122 12/18/2001 UL"(TS,T1140) ASTM D,3462. 91NK37121 12/19/2001. UL (TST 1740) ASTM D3161, TAS 107 02NK12980 04/10/2002 UL (TST:1740) ASTM D3161, TAS 107 02NK30871 09/09/2002 UL(TST '1740) ASTM D3161. 03CA5367 03/11/2003 UL(TST 1740) ASTM D3462 03NK26444, 10/17/2003 UL(TST ;1740) ASTM D3462 04NK13850' 06/07/2004 UL (TST 1740) ASTM D3161 04NK13850 06/23/2004 UL (TST 1740) ASTM 03161 04NK30546 03/10/2005 UL(TST 1740) ASTM D346,2, 04NK22009 05/06/2005 UL(TST 1740) ASTM D3161 04NK22009 05/09/2005 UL (TST 1740) ASTM D3462' 05NK27924 02/10/2006 UL(TST 1740) ASTM D3161. 05NK27924 02/11/2006 OL (TST 1740) ASTM D3161,D3462 06CA18077 06/05/2006' UL (TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006 UL(TST'1740) ASTM D3161,D3462 06CA35251 10/18/2006 UL (TST 1740) ASTM D3462 06CA31603- 12/01/2006 UL(TST'1740) ASTM D3161,D3462 016CA41095. 12/27%2006 UL (TST 1740) ASTM D3161, 07NIK05228 03/13/2007 UL (TST 1740) ASTM D3161, 06CA31611. 04/04/2007 UL(TST'1740) ASTM 03161, 06CA61148 04/09/2007 UL(TST 1740) ASTM D3161,D3462 07CA31742 11/08/2007 UL(TST 1740) ASTM D3161,D7158,D3462 08CA06100 03/13/2008 UL (TST 1740) ASTM D3161, D3462 07CA5590,8 04/01/2008 Exterior Research and Design, LLC.. Evaluation Report 01506.01.08-R19 Certificate of Authorization #9503 FL10124-1117 Revision 19: 12/15/2015 Page 2 of 6 I r b Entity Examination Reference: Date: UL (TST 1740) ASTM 031,61, D3462 09CA10592 03/26/2009. UL(TST 1140) ASTM D3161,D3462 09CAG6856 05/15/2009 UL (TST 1740) ASTM 0161, D7158,.D3462 09Nk06647 08/01/2009 UL (TST"1740) ASTM 'D316,1, D7158, D3462 09CA27281 08/27/2009 UL"(TST'1740) ASTM.D3161,D7158,D3462 IOCA35554 03/05/2010 UL (TST 1740) ASTM Wi61, D7158, D34"62 10CA13686 05/15/2010' UL (TST 1740) ASTM D3462 10CA07264 05/27/2010 UL(TST 1740) ASTM D3462 10CA11953 10/29/2010 UL (TST 1740) ASTM D3161, D7158, D3462 1ONK11951 10/30/2010'. UL (TST 1740) ASTM D3161, D7158, D3462 IONK12070. 11/04/2010 UL(TST 1740) ASTM 03161,D7158,D3462 08CA06100 01/30/2010 UL (TST 1740) ASTM D3161, D7158, 03462 10CA53934 03/31/201"1 UL(TST '1740) ASTM D31611,D7158,D3462 11CA48924 10/22/2011 UL(TST'1740) ASTM D3161,D7158,D3462 11CA47919 12/03/2011 UL(TST"1740) ASTM D3161,D7158,D3462 11CA48408 12/08/2011 UL (TST 1740) ASTM D3161,D7158,D3462 11CA48725 12/09/2011 UL, LLC. (TST 9628) ASTM 03462 12CA34891 10/12/2012 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 12CA58151 02%15/2013 UL LLC. (TST 9628) ASTM D3161" 12CA38083 02/26/2013 UL, LLC. (TST 9628) ASTM D3161 13CA32332 06/18/2013 UL, LLC. (TST 9628) ASTM D3161 13CA37934 08/02/2013 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4786875675 07/17/2015` UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mobile, AL 06/19/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Myerstown, PA 07/21/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tuscaloosa, AL 06/26/2015 UL, LLC., (QUA 9625) Quality Control Inspection Report; R21, Michigan Cty, IN 05/14/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Shafter, CA 07/16/2015 UL, LLC. (QUA 9625) Quality -Control Inspection Report, R21, Savannah, GA 06/24/2015' UL, LLC: (QUA.9625) Quality Control Inspection Report, R21, Minneapolis; MN 07/14/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, 921, Mt. Vernon, IN 07/10/2015 UL, LLC. `(QUA 9625) Quality Control Inspection Report, R21, Baltimore, IVID 07/21/2015 UL, LLC'. (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 06/26/2015 UL, LLC. (QUA 9625) Quality Control Inspection'Report, R21, Dallas, TX 07/15/2015' UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Ennis,, TX 07/09/2015 UL,LLC. (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 07/16/2015° 4. PRODUCT DESCRIPTION: 41 Asphalt Shingles:< 4.1.1 Marq. uis® WeatherMW,, Royal Sovereign® and Sentinel®, are a fiberglass reinforced 3 -tab asphalt roof shingles. 4.1.2 Camelot®, Camelot® 11, Country Mansion®ll, Glenwood'",, Grand Canyon®, Grand Sequoia®, Grand Sequoia® IR, Monaco®, Sienna®, Timberline American Harvest",, Timberline® ArrriorShi'eld'" II, Timberline®" Natural Shadow®, Timberline `HD®, TimberlineO Cool Series, Timberline Ultra HD® and Woodland® are fiberglass reinforced", laminatedasphalt roof shingles:. 4.1.3 Slateline® is a fiberglass reinforced 5 -tab asphalt roof shingle. 4.2' Hip ''& Ridge Shingles:, 4.2.1 Seal-A=Ridge® Ridge Cap Shingles, Sea1-A-Ridge® IR Impact -Resistant Ridge Cap Shingles and Timbertex" Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge"asphalt roofshingles. 4.3 Starter Strips:: 4.3.1 Pro -Start® Starter Strip Shingles and WeatherBlocker'"" Premium Eave/Rake Starter Strip are, starter strips for asphalt, roof shingles. Exterior Research and Design, LLC. Evaluation Report 01506.01.08-1119 Certificate of Authorization #9503 FL10124-R17 Revision 19: 12/15/2015 Page 3 of 6 o 11i TRINITY I ERD 4.3.2 QuickStart® Peel & Stick Starter Roll is a is a mineral' -surfaced, fiberglass -reinforced; self -adhering SBS modified bitumen starter strip, nominal 9 -inch x 33 ft roll, for use with asphalt shingles with exposure of 6=inch or less; 5. LIMITATIONS: 5.1 This is- a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are; in ,any way, the Designer of Record for any project on Which this "Evaluation Report, or, previous' versions thereof, is/was'" used for permitting or design guidance. unless retained specifically for that purpose. 5.2 This Evaluation; Report is not for use in the HVHZ.. 5.3 Fire Classification is not part of this Evaluation 'Report; refer, to current Approved Roofing; Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1, The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2,7.1,and. 11905.2.6.1 to:ASTM D3161, Class F and/or ASTM D7158, Class H,'indicating the shingles are acceptable for use in all wind zones up to V,sd = 150 mph (V,it = 19.4 mph). Refer to Section 6 for installation requirements to meet this, wind rating, 5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating.the shingles are acceptable for use in all wind zones up to V,,d = 150 mph'(V„ it =194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.5 All products. in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1. Underlayment,shall be acceptable to GAF and shall'' hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20=3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Starter Shingles or Starter Strip: 6.2.1 Installation of Pro -:Start Starter Strip Shingles, WeatherBlocker Premium Eave/Rake Starter Strip and QuickStart Peel & Stick Starter Roll shall comply with the GAF current published instructions,. 6.3 ,Asphalt Shingles; 6.3.1 Installation of ,asphalt shingles shall, comply with the manufacturer's current published' instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions; Camelot, Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia IR, and Woodland require minimum five (5) nails per shingle. A S'lateline requires minimum six (6) nails per shingle.: 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shing1le manufacturer for details. Exterior Research and Design, I.I.C. Evaluation Report; 01506.01.08-1119 Certificate of Authorization #9503 FL10124-R17 Revision 19: 12/15/2015 Page 4 of 6 6.4 Hip & Ridge Shingles: 6.4.1 Installation of Seal-ARidge Ridge Cap Shingles and Seal -A -Ridge IR Impact -Resistant Ridge Cap Shinglesshall comply with, the. manufacturer's current. published instructions with a min;,mum, two (2) nails, minimum 3/8 inch 'head diameter; per shingle and nominal 0.25 -inch diameter°:beads of Henkel "Loctite PL S30 Roof & Flashing Sealant". Sealant' 292 mm) 1 ° Sellante 25 mm 25 1m Enduit.d:'etaii6h ite rr _ I (305 mm) Nail Clavo 6 5(8" = 7 SL8' Clouet 168 -194 mm) 12" 305;MM) 6.4.2. Installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8 -inch head diameter, per .shingle and beads of Sonneborn NP1 Gun Grade Polyurethane. Sealant or Henkel PL Roofing and Flashing Sealant. t• r rnl t• a za: Sallan o MM) mrd t nd* `O , IP ON IG Hfi Film.) y:- tM5, 7 6.4.3 Fasteners shall be in 'accordance with the manufacturer's published requirements, but riot less than 'FBG 1507.2.6 or 111905.2.5. Staples are not permitted. Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R39 Certificate of Authorization #9503 FL10124-R17 Revision 19: 12/15/2015 Page 5 of 6 7. LABELING: 7:1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one, of the required classifications detailed in 'FBC Table.1507.2.7.1 /.R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to. properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact,the namedQA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY AssURANCE ENTITY: U L LLC — QUA9625;(847)664-3281 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation.Report 01506.01.08-R19 Certificate of Authorization #9503 FL10124-R17' Revision 19:12/15/2015 Page 6 of 6 Page 1 of 2 F .M 1 -v^ FlondaDepaltrnefit SCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats &Facts Publications ( FBC Staff' BCIS Site Map Links Search j Busines Professi9) Product Approval USER. Publit User Regulation 1 . , LiYi 7', Product Approval Menu > Product or ADDlication Search > Application List > Application Detail FL # FL2346-R5 Application Type Affirmation Code Version 2014 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 Testing Lab Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence N Warrior Roofing Manufacturing 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 115 Steven@WarriorRoofing.net Steven Crew Steven@WarriorRoofing.net Steven Crew 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven @WarriorRoofing. net Steven Crew 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarriorRoofing.net Roofing Underlayments Test Report PRI Construction Materials Technologies, LLC Keystone Certifications, Inc. 10/05/2019 esus Gonzalez, P.E. Validation Checklist - Hardcopy Received FL2346 R5 COI PRI CMT Cert of Independence.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D226 2006 ASTM D4869 2005 Equivalence of Product Standards Certified By mI 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. 6/20/2016 a: - Page 2 of 2 Documentation from approved Evaluation or Validation Entity OYes ONO ON/A Product Approval Method Method 1 Option B Date Submitted 02/13/2015 Date Validated 02/13/2015 Date Pending FBC Approval Date Approved 02/19/2015 Summary of Products FL # Model, Number or Name Description 2346.1 #15 and #30 roofing felt ASTM D 226 Tested Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2346 R5 II Installation Instructions. 1)d Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FL2346 R5 TR 15A Test Reoort.Ddf Other: Primary roof covering should be installed FL2346 R5 TR 30A Test Reoort.Ddf immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. 2346.2 15w and 30w roofing felt ASTM D 4869 Tested Limits of Use Installation Instructions Approved for use in HVHZ: No FL2346 R5 II Installation Instructions. pd Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FL2346 R5 TR 15w Test Report.pdf Other: Primary roof covering should be installed FL2346 R5 TR 30w Test Report.ydf immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: No im GreditS A.VaMOW" MAMIAMI 61r WARRIOR, ROOFING MANUFACTURING P. 0. BOX 40185 • TUSCALOOSA, AL 35404 a PHONE (205) 553.1734 a FAX (205) 553-1755 x 193 LEROY ANDERSON ROAD • MONROE, GA 30655 • PHONE (770) 207-0695 • FAX (770) 207-0775 Q 323 DEVELOPMENT AVENUE + CHAMBERSBURG, PA 17201 + PHONE (717) 709-0323 + FAX (717) 709-0027 Roofing Felt Installation Recommendations Be aware that roofing felt should not be walked upon prior to fastening into position. Proper safety equipment is recommended for all installations. Also, the roof decking should be clear of debris and moisture prior to installation of the roofing felt. Roofing felt should be installed from the bottom of the roof in horizontal layers to increase the water shedding ability of the felt. The initial layer of felt should be installed to cover the bottom edge of the decking, from edge to edge. Overhang is not required. Anchor the top corner of the felt after it has been properly positioned and roll the felt out across the roof. Pay careful attention to roll the felt out smoothly, avoiding wrinkles as you move across the roof. The top edge of the felt should be fastened no less than every eight inches. The middle and bottom edge should also be fastened no less than every eight inches. Fasteners should be applied no less than every eight inches along the eaves. The next course of felt should also be aligned with the roof edge and should overlap the previous course two inches (sometimes referred to as head lap). In the event you get to the end of a roll prior to getting to the opposite edge of the roof, begin a new roll with a four inch overlap over the end of the prior roll (sometimes referred to as end lap). The same fastening pattern used on the middle and bottom of the initial course should be used for each subsequent course. For the top of each subsequent course, fasten intermittently to hold the top edge in place until the next course is applied. The fasteners in the bottom of the next course will hold the top of the previous course securely. Continue up the roof in this manner. Be sure to firmly fasten the top of the final course if it terminates at the top edge of the roof. Otherwise, overlap the felt over the ridge and secure then begin at the bottom of the other side of the ridge and repeat the process. In valleys, lay a vertical section of roofing felt the length of the valley prior to the installation of the horizontal runs of roofing felt. If you use more than one section of roofing felt in a valley, be certain to start at the bottom and overlap each subsequent length a minimum of two inches as you move up the valley to ,znsure proper watert5\ 4 shedding. ; u In the event some wrinkles are created while fastening down a course of felt, slice the wrinkles and fasten them flat to the deck. Then seal the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recommended immediately after felt installation. NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS. Page 1 of 2 Fiodda Depa liefltq BCIS Home Log In M User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff ( BCIS Site Map Links Search BusinP' es Product Approval USER: Public User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL10626-R12 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 13 Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany, NJ 07054 973) 872-4421 lindareith@trinityerd.com Authorized Signature Beth McSorley LD//V, lindareith@trinityerd.com Technical Representative Beth McSorley (current) SANFORD Address/Phone/Email 1 Campus Drive 0fpgR'G, Parsippany, NJ 07054 973)872-4421 bmcsorley@gaf.com 115 Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 9 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 11/12/2016 Validated By John W. Knezevich, PE W1 Validation Checklist - Hardcopy Received Certificate of Independence FL10626 R12 COI 2015 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2009 ASTM D6164 2005 ASTM D6757 2007 FM 4474 2004 FRSA/TRI April 2012 (04-12) 2012 TAS 103 1995 Equivalence of Product Standards Certified By 6/20/2016 Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 03/31/2015 Date Validated 04/08/2015 Date Pending FBC Approval 04/12/2015 Date Approved 06/23/2015 Summary of Products r FL # Model, Number or Name Description 10626.1 GAF Roof Underlayments Roofing underlayments for use in sloped roof systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL10626 R12 II 2015 03 FINAL ER GAF Underlayments FL10626- R12.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE -59166 Design Pressure: +N/A/ -45.0 Created by Independent Third Party: Yes Other: 1.) The design pressure noted in this Evaluation Reports application relates to one particular underlayment FL10626 R12 AE 2015 03 FINAL ER GAF Underlayments FL10626- R12.1)dfsystemforuseunderfoam -on the systems. Refer to ER Section 5.6.4 for details. 2.) Refer to ER Created by Independent Third Party: Yes Section 5 for other Limits of Use. Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S: must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 9900 Mau Credll r ' 6/20/2016 EVALUATION REPORT GAF 1Campus Drive Parsippany, N1 07054 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 01506.04.08-1112 FL10626-1112 Date of Issuance: 04/25/2008 Revision 12: 03/31/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: GAF Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 8. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 03/31/2015. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: GAF Roof Underlayments, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Uplift FM 4474 2004 1507.2.4, 1507.2.9.2, 1507.5.3, Physical Properties ASTM D1970 2009 1507.7.3 Physical Properties G40630.01.14-213 01/07/2014 1507.2.3 Physical Properties ASTM D6757 2007 1507.11.2 Physical Properties ASTM D6164 2005 1523.6.5.2.1 Physical Properties TAS 103 1995 1507.3.3 Installation Practice FRSA/TRI April 2012 (04-12) 2012 3. REFERENCES: Entity Examination Reference Date ERD (TST 6049) Physical Properties G12210.06.09 08/03/2009 ERD (TST 6049) Physical Properties G34150.08.11 11/14/2011 ERD (TST 6049) Physical Properties G40630.01.14-213 01/07/2014 ERD (TST 6049) Physical Properties G46160SC 04/14/2014 PRI (TST 5878) Physical properties GAF -026-02-01 03/26/2002 PRI (TST 5878) Physical properties GAF -027-02-01 03/26/2002 PRI (TST 5878) Physical properties GAF -042-02-02 03/12/2004 PRI (TST 5878) Physical properties GAF -042-02-01 06/03/2005 PRI (TST 5878) Physical properties GAF -154-02-01 02/06/2007 PRI (TST 5878) Physical properties RGM-023-02-01 02/09/2007 PRI (TST 5878) Physical properties ELK -311-02-01 09/11/2007 PRI (TST 5878) Physical properties GAF -238-02-01 03/03/2010 PRI (TST 5878) Physical properties GAF -275-02-01 11/11/2010 PRI (TST 5878) Physical properties GAF -349-02-01 06/19/2012 PRI (TST 5878) Wind Uplift GAF -434-02-01 09/16/2013 PRI (TST 5878) Wind Uplift GAF -434-02-03 09/16/2013 PRI (TST 5878) Wind Uplift GAF -434-02-04 09/16/2013 ITS (TST 1509) Physical properties 3077464-002 09/14/2005 ITS (TST 1509) Physical properties 3077464-02 01/09/2006 UL (TST 1740) Physical properties 02NK22569 06/04/2002 UL (TST 1740) Physical properties 1ONK11990 05/18/2011 Miami -Dade (CER 1592) HVHZ compliance 13-1104.05 02/20/2014 Miami -Dade (CER 1592) HVHZ compliance 13-1104.11 03/06/2014 Miami -Dade (CER 1592) HVHZ compliance 14-1022.26 02/05/2015 ICC -ES (EVL2396) IBC compliance ESR -1322 01/01/2014 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689, Stockton, CA 11/12/2014 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689, Hickory, NC 03/04/2015 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689, Mt. Vernon, IN 01/16/2015 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689, Pryor, OK 02/05/2015 4. PRODUCT DESCRIPTION: 4.1 Self -Adhering Underlayments: 4.1.1 Liberty— SBS Self -Adhering Base/Ply Sheet is a smooth -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment. 4.1.2 StormGuard® Film Surfaced Leak Barrier is a film -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment. StormGuard® Film Surfaced Leak Barrier is also used as a secondary water barrier to seal roof decks. Exterior Research and Design, LLC. Evaluation Report 01506.04.08-1112 Certificate of Authorization 119503 F1.10626-1112 Revision 12:03131/2015 Page 2 of 8 QOTRIN'JTYiiii ERD 4.1.3 UnderRoof'" 2 Polyester -Surfaced Leak Barrier is a spun -bond -glass -reinforced -polyester -mat -surfaced, composite - reinforced, SBS self -adhering modified bitumen roof underlayment. 4.1.4 UnderRoof'' HT High Temperature Leak Barrier is a polyester -mat -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment. 4.1.5 WeatherWatch® Mineral Surfaced Leak Barrier is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment. WeatherWatch® Mineral Surfaced Leak Barrier is also used as a secondary water barrier to seal roof decks. 4.1.6 WeatherWatch® XT Mat Surfaced Leak Barrier is a coated -mat -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment. 4.2 Mechanically Fastened Underlayments: 4.2.1 VersaShield® Fire -Resistant Roof Deck Protection is a non -asphaltic, fiberglass -based roof underlayment and/or fire barrier. 4.3 Asphalt -Applied Underlayments: 4.3.1 Ruberoid® Mop Granule is a granule -surfaced, polyester -reinforced, asphalt -applied SBS modified bitumen roof underlayment. 4.3.2 Ruberoid® Mop Granule FR (formerly Ruberoid® Mop 170 FR) is a granule -surfaced, polyester -reinforced, asphalt applied SBS modified bitumen roof underlayment. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 GAF Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop GAF Roof Underlayments are follows: Exterior Research and Design, I.I.C. Evaluation Report 01506.04.08-1112 Certificate of Authorization #9503 FL10626-1112 Revision 12:03/31/2015 Page 3 of 8 e STABnLE 1' RQOF COVEROPTIONS i ms,m n Asphalt Wood Shakes & Slate or Underlayment Shingles Nail -On Tile foam -On Tile Metal Shingles Simulated Slate VersaShield® Fire -Resistant Yes No No No No No Roof Deck Protection Liberty- SBS Self -Adhering Yes No No No No No Base/Ply Sheet StormGuard® Film Surfaced Yes No No Yes No No Leak Barrier UnderRoof'" 2 Polyester- Yes Surfaced Leak Barrier Yes Yes See 5.5.1 No No Yes UnderRoof" HT High Yes No No Yes No No Temperature Leak Barrier WeatherWatch® Mineral Yes No No No No No Surfaced Leak Barrier WeatherWatch® XT Mat Yes No No No No No Surfaced Leak Barrier Yes Ruberoid® Mop Granule Yes Yes No Yes Yes See 5.5.1 Yes Ruberoid® Mop Granule FR Yes Yes No Yes Yes See 5.5.1 Exterior Research and Design, I.I.C. Evaluation Report 01506.04.08-1112 Certificate of Authorization #9503 FL10626-1112 Revision 12:03/31/2015 Page 3 of 8 QOTPRUNI-TY1,RD 5.5.1 "Foam-On Tile" is limited to use of the following unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. Underlayment(s) Adhesive Option(s) UnderRooff' 2 Polyester -Surfaced Leak Barrier 3M'"" 2 -Component Roof Tile Adhesive AH -160 (FL6332) Ruberoid® Mop Granule; Ruberoid® Mop Granule FR Dow TileBond (FL717) 5.6 Allowable substrates are noted below: 5.6.1 Liberty'" SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRoof'"' 2 Polyester - Surfaced Leak Barrier; UnderRoof'"" HT High Temperature Leak Barrier; WeatherWatch® Mineral Surfaced Leak Barrier and WeatherWatch® XT Mat Surfaced Leak Barrier, Self -Adhered to Deck: New untreated plywood; Existing untreated ASTM D41 primed plywood. Ruberoid® Mop Granule and Ruberoid® Mop Granule FR, Asphalt -Applied to Deck: ASTM D41 primed structural concrete. 5.6.2 Liberty'"" SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRoof'"" 2 Polyester - Surfaced Leak Barrier; UnderRoof'" HT High Temperature Leak Barrier; WeatherWatch® Mineral Surfaced Leak Barrier and WeatherWatch® XT Mat Surfaced Leak Barrier, Self -Adhered to Mechanically Attached Base Underlayment: ASTM D226, Type II felt. StormSafe'" Anchor Sheet Ruberoid® Moo Granule and Ruberoid® Moo Granule FR, Asphalt -Applied to Mechanically Attached Base Underlayment: GAFGLAS® #80 Ultima'"' Base Sheet; Ruberoid® 20 Smooth. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12) or as detailed below. 5.6.3 Bond to Other Substrate Types: ASTM D41 primed metal (flashing metal, valley metal, etc.) 5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. 5.6.4.1 Maximum Design Pressure = -45 psf. Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AH1. Primer: (Optional) ASTM D41 Underlayment: UnderRoof'" 2 Polyester -Surfaced Leak Barrier, self -adhered 5.6.4.2 Maximum Design Pressure = -45 psf. Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: GAFGLAS® #80 Ultima'"" Base Sheet or Ruberoid® 20 Smooth mechanically attached with 12 ga., min. 1.25 -inch long ring shank nails through 32 ga., 1-5/8 inch diameter tin caps spaced 9 -inch o.c. at the 4 -inch wide side laps and 9 -inch o.c. at two (2), equally spaced, staggered center in the field of the sheet. Top Layer: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 lbs/square. Exterior Research and Design, I.I.C. Evaluation Report 01506.04.08-R12 Certificate of Authorization #9503 FL10626-1112 Revision 12:03/31/2015 Page 4 of 8 6. q0tp,uNi-Y 1 ERD 5.6.4.3 Maximum Design Pressure = -45 psf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: GAFGLAS® #80 Ultima'" Base Sheet or Ruberoid® 20 Smooth mechanically attached with 12 ga., min. 1.25-inch long ring shank nails through 32 ga., 1-5/8 inch diameter tin caps spaced 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at three (3), equally' spaced, staggered center in the field of the sheet. Top Layer: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 lbs/square. 5.7 Exposure Limitations: 5.7.1 Liberty'" SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRoof'"" HT High Temperature Leak Barrier; WeatherWatch® Mineral Surfaced Leak Barrier and WeatherWatch® XT Mat Surfaced Leak Barrier shall not be left exposed for longer than 30 -days after installation. 5.7.2 VersaShield® Fire -Resistant Roof Deck Protection, UnderRoof'"" 2 Polyester -Surfaced Leak Barrier, Ruberoid® Mop Granule and Ruberoid® Mop Granule FR shall not be left exposed for longer than 180 -days after installation. INSTALLATION: 6.1 GAF Roof Underlayments shall be installed in accordance with GAF published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Install self -adhering underlayments when ambient temperatures are minimum 45°F and rising. 6.4 All metal surfaces shall be primed with Matrix'" 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer prior to application of self -adhering membranes. 6.5 VersaShield® Fire -Resistant Roof Deck Protection: 6.5.1 Install VersaShield® Fire -Resistant Roof Deck Protection in compliance with manufacturer's published installation instructions and the requirements for ASTM D6757 underlayment in FBC Section 1507.2.3 for the type of prepared roof covering to be installed. A double layer is required for 2:12 < roof slope < 4:12. No hammer tacks or staples are permitted 6.5.2 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty'"" SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRoof'" 2 Polyester -Surfaced Leak Barrier; UnderRoof'" HT High Temperature Leak Barrier; WeatherWatch® Mineral Surfaced or WeatherWatch® XT Mat Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving 6 to 8 -inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At other areas, install the leak barrier over the underlayment. 6.6 Liberty'"" SBS Self -Adhering Base/Ply Sheet: 6.6.1 Install Liberty'"" SBS Self -Adhering Base/Ply Sheet in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.6.2 The minimum and maximum roof slopes are %:12 and 6:12, respectively. Back -nailing is required when slope is 1:12 or greater. Back -nailing shall consist of minimum 1 -inch square or round cap nails spaced 18" o.c. within 3 -inch side laps. 6.6.3 For non -tile applications, direct to deck: For direct -bond to deck applications plywood shall be primed with Matrix'" 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer at % to % gallon per square. Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2 -inch overhang at eaves and rakes. Roll out sheet and allow to 'relax' for min. .30 minutes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2 -inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8 -inch troweling of Matrix'"" 201 Premium SBS Flashing Cement over drip edge. Exterior Research and Design, LLC. Certificate of Authorization 119503 Evaluation Report 01506.04.08-1112 FL10626-1112 Revision 12:03/31/2015 Page 5 of 8 QOTRINITYI:ERD Continue upslope in a similar manner, maintaining minimum 3-inch side-laps and minimum 6-inch end-laps. Ensure all end laps are staggered at least 18-inch apart. Use a weighted lawn or linoleum roller to ensure complete adhesion to the substrate. Use a hand roller to firmly bond side and end laps. 6.6.4 For non-tile applications, to mechanically attached anchor sheet: Install ASTM D226, Type II felt in accordance with codified requirements or StormSafeT"" Anchor Sheet in accordance with Section 6.6. Install Liberty— SBS Self-Adhering Base/Ply Sheet over the mechanically attached anchor sheet as noted above. 6.7 StormGuard® Film Surfaced Leak Barrier: 6.7.1 Install StormGuard® Film Surfaced Leak Barrier in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.7.2 Back -nailing is required. Back -nailing shall consist of minimum 1 -inch square or round cap nails spaced 18" o.c. within 3 -inch side laps. 6.7.3 For non -tile applications, direct to deck: Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2 -inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2 -inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8 -inch troweling of Matrix'" 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 3 -inch side -laps and minimum 6 -inch end -laps. Ensure all end laps are staggered at least 18 -inch apart. Use a hand roller to firmly bond side and end laps. 6.7.4 For non -tile applications, to mechanically attached anchor sheet: Install ASTM D226, Type II felt in accordance with codified requirements or StormSafe` Anchor Sheet in accordance with Section 6.6. Install StormGuard® Film Surfaced Leak Barrier over the mechanically attached anchor sheet as noted above. 6.8 UnderRoof, , 2 Polyester -Surfaced Leak Barrier: 6.8.1 Install UnderRoofr" 2 Polyester -Surfaced Leak Barrier in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.8.2 The minimum and maximum roof slopes are 2:12 and 12:12, respectively. Back -nailing is required when slope is 4:12 or greater. Back -nailing shall consist of minimum 1 -inch square or round cap nails spaced 12" o.c. within 4 -inch side laps. 6.8.3 For tile roof installations: Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted herein as a guideline. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.8.4 For non -tile applications, direct to deck: Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2 -inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2 -inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8 -inch troweling of MatrixTm 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 4 -inch side -laps and minimum 6 -inch end -laps. Ensure all end laps are staggered at least 3 -feet apart. End laps shall be sealed with a 1/16th to 1/8`h inch thick trowel application of MatrixT" 201 Premium SBS Flashing Cement. Use a hand roller to firmly bond side and end laps. Exterior Research and Design, I.I.C. Evaluation Report 01506.04.08-R12 Certificate of Authorization #9503 FL10626-1112 Revision 12:03/31/2015 Page 6 of 8 QOTR'INITYIERD 6.8.5 For non-tile applications, to mechanically attached anchor sheet: Install ASTM D226, Type II felt in accordance with codified requirements or StormSafeT"" Anchor Sheet in accordance with Section 6.6. Install UnderRoofT" 2 Polyester-Surfaced Leak Barrier over the mechanically attached anchor sheet as noted above. 6.9 UnderRoof m HT High Temperature Leak Barrier: 6.9.1 Install UnderRoof m HT High Temperature Leak Barrier in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.9.2 The minimum and maximum roof slopes are 1:12 and 12:12, respectively. Back-nailing is required when slope is 4:12 or greater. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 12" o.c. within 4-inch side laps. 6.9.3 For non-tile applications, direct to deck: Prior to removal of release film, align sheets properly starting at the low-point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of TopCoat® FlexSealT" Caulk Grade over drip edge. Continue upslope in a similar manner, maintaining minimum 4-inch side-laps and minimum 6-inch end-laps. Ensure all end laps are staggered at least 3-feet apart. Use a hand roller to firmly bond side and end laps. 6.9.4 For non-tile applications, to mechanically attached anchor sheet: Install ASTM D226, Type II felt in accordance with codified requirements or StormSafeT"' Anchor Sheet in accordance with Section 6.7. Install UnderRoofT" HT High Temperature Leak Barrier over the mechanically attached anchor sheet as noted above. 6.10 WeatherWatch® Mineral Surfaced Leak Barrier or WeatherWatch® XT Mat Surfaced Leak Barrier: 6.10.1 Install WeatherWatch® Mineral Surfaced Leak Barrier or WeatherWatch® XT Mat Surfaced Leak Barrier in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.10.2 WeatherWatch® Mineral Surfaced Leak Barrier may be installed as a secondary water barrier using minimum 4-inch wide rolls to seal plywood deck joints prior to installation of the primary underlayment system. 6.10.3 Back-nailing is required. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c. within 4-inch side laps. 6.10.4 For non-tile applications, direct to deck: Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2 -inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2 -inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8 -inch troweling of Matrix— 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 3 -inch side -laps and minimum 6 -inch end -laps. Ensure all end laps are staggered at least 18 -feet apart. Use a hand roller to firmly bond side and end laps. 6.10.5 For non -tile applications, to mechanically attached anchor sheet: Install ASTM D226, Type II felt in accordance with codified requirements or StormSafeT" Anchor Sheet in accordance with Section 6.6. Install WeatherWatch® Mineral Surfaced Leak Barrier or WeatherWatch® XT Mat Surfaced Leak Barrier over the mechanically attached anchor sheet as noted above. Exterior Research and Design, LLC. Evaluation Report 01506.04.08-R12 Certificate of Authorization #9503 FL10626-1112 Revision 12:03/31/2015 Page 7 of 8 7 8. 9 S 6.11 Ruberoid® Mop Granule; Ruberoid® Mop Granule FR: 6.11.1 Shall be installed in compliance with current GAF published installation requirements, subject to the limitations herein. 6.11.2 Non -Tile Applications: 6.11.2.1 Fully adhere in ASTM D312, Type IV hot -asphalt to the substrates noted in Section 5.5. Side laps shall be minimum 4 - inch and end -laps minimum 6 -inch wide, and offset end -laps minimum 3 -feet from course to course. Side and end - laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8 -inch beyond the lap edge. Consult GAF instructions regarding back -nailing requirements. 6.11.3 Tile Applications: 6.11.3.1 Refer to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein. 6.11.3.2 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. QUALITY ASSURANCE ENTITY: UL, LLC. — QUA9625; (847) 664-3281 Exterior Research and Design, LLC. Certificate of Authorization #9503 END OF EVALUATION REPORT - Evaluation Report 01506.04.08-1112 FL10626-1112 Revision 12:03/31/2015 Page 8 of 8 r FRAMING AND PIER FOUNDATION REPAIR 1309 W. 7TH STREET CODES IN EFFECT: SANFORD, FL 5TH EDITION 2014 FLORIDA BUILDING 5TH EDITION 2014 FLORIDA BUILDING NATIONAL ELECTRIC CODE 2011 NEC 5TH EDITION 2014 FLORIDA BUILDING GENERAL NOTES CODE RESIDENTIAL CODE EXISTING BUILDING CODE PLUMBING EXISTING USE: SINGLE FAMILY EXISTING BLDG. HT. +,- 11'-0" ZONING MR -2 TYPE OF WORK REPAIR SQ. -FOOTAGE CALCULATORS A/C SQ. FOOTAGE 720 SQ. FT. GROSS SQ. FOOTAGE 848 SQ. FT. PROPOSED NEW A/C SQ. FOOTAGE 0 SQ. FT. DES GN REQU REMENTS: A. FLOORS,BALCONIES, DECKS, STAIRS, LIVE LOAD IS 60 PSF. c4 B. ROOF LIVE LOAD IS 30 PSF UN NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 ASCE 7-10 W 1. NOMINAL WIND SPEED 108 MPH, 140 VULT MPH 2. RISK FACTOR = 2 Qo 3. WIND EXPOSURE - CATEGORY (C) tm ENCLOSED BUILDINGS= 0.18 O 4. INTERNAL PRESSURE COEFFICIENT- ASCE 7-10) fV o HEIGHT AND EXPOSURE ADJUSTMENT COEF.- 1.0) 5. COMPONENTS AND CLADDING : PER FLORIDA BUILDING CODE 2014 D REVIEWED FORME COMPLIANCE PLANS EXAMINER DATE SANFORD BUILDING DNISION A PERMIT 196UED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT ASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING CONSTRUCTIONUCTON OR VIOLATIONS OF THIS CODE V C N TY MAP RECORD COPY SCOPE REPAIR EXISTING FLOOR, WALLS AND ROOF FRAMING AND FOUNDATION PIERS AS NEEDED NDEX CS SP S1 S2 S3 S4 COVER SHEET SITE PLAN FOUNDATION PLAN FLOOR FRAMING PLAN ROOF FRAMING PLAN W ALL SECTIONS -9, DETAILS Al FLOOR PLAN A2 ELEVATIONS E1 ELECTRICAL CL O c4 UN M V Z Jas LLz Q W Y Qo C? tm O Z LL fV o Z0 L D T o a; moo JX floo 16-1615 CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION #40040 2480 E. MICHIGAN STREET k OTR 'ANN) FL 32806 DEC 17 HIS 0. I— W W 2 cn W O C) cs waw Q ZD ti Z C? a O Z LL fV o i oiNc O cc SAN=ORD O' ARTW 16-1615 CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION #40040 2480 E. MICHIGAN STREET k OTR 'ANN) FL 32806 DEC 17 HIS 0. I— W W 2 cn W O C) cs m LLi CG , tJ 7. m o w 00 N ^ cp light pole CD do I_ot- ED R&C PSM 3382 SITE PLAN 1 "=50'-0" 50.00 Alley 14` R/w LEGAL DESCRIPTION LOT 2 BILK 9 TR 16 SEMINOLE PARK PB 2 PG 75 OiLD ,c SANFORD 16-1615 a D N >_ O rn° N V0MV Z J O LL'- W Y Qo a W.0 Z ° 7r 11 NCO r QORO Q J,q OLOLL 2to W W Q J LO nQ 00NVW) W a.Lu LU LU Q LL zzcnLL Qos za~w 03:OZLL rn w o LL LL r Cf) CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION #40040 24W' -E 91GHIGAN STREET GR4LANp-F-L32806 S DECI: D15 J, _ z zJ JJa 0 Q Www moo m L 7 7'- 4., I' L 0 Ln El ®I I L_ _ -J FOUNDATION/MASONRY NOTES 1. FOUNDATION DESIGN BASED ON ASSUMED 2000 P.S.F. MIN. ALLOWABLE BEARING PRESSURE 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-05. 3. CONCRETE 28 DAY STRENGTH SHALL BE MINIMUM 2500 PSI W/ 34" MAXIMUM AGGREGATE RETE SLAB( ) / 4 OR 6X6KFIBER MESH 10/ OC WWM OVER 6MI OVAPORWBARRIER OVER CLEAN COMPACTED TERMITE TREATED SOIL. 5. ALL EXTERIOR BEARING FOOTINGS TO BE MINIMUM 6. RE),N ORCEDELOW FSTEEL: ASTM INISH GRADE 615, GRADE 40. VERTICAL REINFORCEMENT SHALL BE #5 DOWEL BARS W/ A MIN STD HOOK LOCATED AS SHOWN ON PLANS. LAP VERTICAL BARS TO DOWELS(SEE MASONRY NOTES) CORNER BARS SHALL BE LAPPED 25" TO FORM CONTINUITY IN THE 44'-5" 36'-6" 7'-4" 7'-4" 7'-4" 7'-4„ Fm I L I L_ L_ — -j 2'-6" I —1 I —1 F —1 F INFmlI 104 ® i I IM7 i Fol i L — L — I L_ — J L_ _ -J F -1 F -1 Fm®1®1 S1 I°I L_—J L_ ---j TYP. — J F-1 F 7 F 77 7 F IFm: L — J 7. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING 18" O.C. VERTICAL SPACING INCREASE FOOTING WIDTH 4" MIN. TO OUTSIDE FACE SEE DETAIL 16 -DI IN COMPLIANCE WITH SECTION R320.1 OF THE FBCR 2007 EDITION. DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY 8. IF J -BOLT IS MISSED USE (1) 5/8" X 8" WEDGE ANCHOR 9. ALL CONTINUOUS STEEL TO HAVE MIN 25" LAP 10. ALL CONCRETE WITHIN 2' OF PERIMETER OF THE ADDITION TO BE TERMITE TREATED 11. NO WOOD GRADE STAKES ALLOWED FOUNDATION PLAN REPLACE AS NEEDED p 1/4"=11-011 F 1-H2.5A @ EXTERIOR RIM BEAM — IT S ?t1 t.tSPE'T`v23 D yGQ.CTtorJ ro (.tJ? u 2E. ,o •. N EtNr tt.2 Lf,rrt- l:Zcz Pi EP- R.i49MV-5 7'-11" I11 L_ — J L_ — Foll L 7 FTE -1 FTm-1 L_—J L_— F--1 I Fm l M. I L_ — -i L_ -1 EXISTING PORCH FRAMING L L7 F FmlIm FmT J f J L_--:1 L_ 2x6 SYP PT#2 16" O.C. 3 /4" T &G ---- I I CD N w\LD IN(3 SAIIIFORO 16- 1615 a N E O .(n C N U M U Z J ; LLr W Y Q O at"m w @) W Zo N MQ 0nn o J 3: LQL 2 W to Q J Lf) ti N N w0 -W 0LU LU ZZU)LL oo o Z0§0 Q=Z WOc)a LL LL U) CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION #40040 2480 E MICHIGAN STREET 4X6 SYP#2 I I r a 2 NDC, , FL 32806 FLOOR SHEATHING 3/4" T&G STURDI FLOOR PLYWOOD USE 8d NAILS 6" O.C. EDGES 8d NAILS 12" O.C. INTERIOR LOADS SIMPSON Strong—Tie CONNECTORS SYP SPF FASTENERS GIRDER TRUSS/BEAM TO C.M.U. = HETA20 U-1810# 12-16d L/\IJ I II 4\.J I I T/\V CARRIER BEAMS FLOOR FRAMING PLAN REPLACE AS NEEDED 1/4"=11-011 Strong—Tie SIMPSON CONNECTOR LOADS 3syp SPF FASTENERS LSTA12 925# 795# 10-10D LSTA24 1235# 12354 18-10D LSTA36 1640# 24-100 SP2 1065# 605# 12-10d SP4 440# 380# 6-10D X 1 1/2" SPI 585# 535# 10—IOD RSP4 315# 285# 8-80 X 1 1/2" H2.5A 600# 535# 10-81) H10A 1740# 1015# 18—IOD X 1 1 2 H10A-2 1245# 1070# 18-10D X 1 1/2° HTT5 4350# 3740# 26-1 OD X 1 1/2" ABU 44/46/66 2200# 1-5/8" X4" ANCHOR 12-16D HETA20 1810# 9-101) X 1 1/2" MGT 3965# 3330# 1-5/8" X4" ANCHOR 22—IOD MTSM16 860# 750# 7-10D 4 1/4"X2 1/4" TAPCONS A35A 595# 510# 12-100 X 1 1/2" WILD/ /0 SANFORD 16-1615 a N O a> O N V M L) Z J; U LL V5 Y w m 0 L dU Wr : Z O N CO T 1T a; moo J J X O 0u- 2 Ww QLn J Lnti r*- N CNLnq W CL Lu owW zzcn OQs Za~ Z z w 0 m LL LL v -- CEG COA#27213 EDUARD_O AVELLANEDA, P.E. REG.I'TRATION #40040 y,2480' :E.,_ MICHIGAN STREET QRLANIDO; .FL 32806 SEAL' SIMPSON Str O NNECTORS1e UPLIFT FASTENERS LOADS FRAME-2—MTS12'9 BEAM 70 POST 28-16d ABU44/ABU66 POST TO SLAB/ BOND BEAM 1680MIN2SIDECOVERTOEDGEOFSLAB 2-16d/ 5/8-ANCH. UTQ1 `) FOR SHINGLE USE FIBERGLASS SHINGLE ASTM D3161 OVER 15# FELT (ASTM D226 OR D4869 TYPE 1 OVER 7/16" OS.B. 6) 1 1/4" GALV ROOFING NAILS PER 3—TAB 8) 1 1/4" CALV ROOFING NAILS ROOF SHEATHING 1/2" CDX PLYWOOD OR 7/16" OSB FOR 7/16 OSB— 24" MAX SPAN BLOCK NEEDED FOR HIGH WIND VELOCITY ZONE USE MINIMUN 19/32" CDX ROOF FRAMING PLAN REPLACE AS NEEDED 1/4"= 1 I-olf Co CONVENTIONAL FRAMING SPECS. 2" X 8" SYP #2 RIDGE, HIP & VALLEY 2" X 6" SYP #2 RAFTERS 24" O.C. 2" X 6" SYP #2 JOISTS 24" O.C. 2- 2" X 6" SPRUCE PURLINS 2- 1/4" X 5" SDS LAG SCREWS HEEL PURLIN TO TRUSS RAFTER BELOW 1- H2.5 RAFTER TO HEEL PURLIN 1- A35 CLIP RAFTER TO RIDGE 1- MTS12 RAFTER TO BRG. STUDS T4X4 T4X4 2X8 SYP#2 T4X4 V`LD y0 SANFE3RD A RTr a N >_ 0 0 c'4 V M V ZJ a) U) LL W Yu a + W Z O 2 L N l0 r n 0 Q C) J d' J X wQ LL 10 CD W co Q J LAti O ONVMn waW wWo Z Z cn u- Qos z< z u- z Zw0«a LLLCf) CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION #40040 24801 -E -.-MICHIGAN STREET QPLAI DO. ,.FL 32806 Z Q J d CZ. G LLcn L- w O F-- 00 w 2 – PLEA SEE FRAMING PLAN FOR SIPE 4" X 4" / 6" X 6" P.T.- SEE FLOOR PLAN FOR SI SIMP. ABU44/6W/ 5/8" X 6" WEDGE ANCHOR TRUSS/ RAFTER EXISTING ROOF FRAMING 1–MTS12 @EA. U.O.N. EXISTING R30 1/2" GYP. CEILING BOARD OR 5/8" DRYWALL SP2 CLIPS @ 32" O.C. TOP PLATE - 2 – MTS12 'S OR CONT. DOUBLE EXISTING 2 – LSTA12'S U.O.N. HEADER EXISTING 1/2" DRYWALL – R-13 INSULATION 2X4 P.T. PLATE W/SP1 CLIPS @ 32" O.C. 3/4" T&G ON 2X6 SYP.#2 16" O.C. EXISTING ASPHALT SHINGLES OVER #30 FELT OVER 15/32" CDX OR 1/16" OSB SIMPSON MTS12 STRAP EACH TRUSS 1x6 P.T. FACIA SOFFIT 2X4 SYP #2 STUD WALL 16' O.C. HARDI SIDING OVER 15# FELT ON 1/2" CDX OR 7/16" O.S.B. SHEATHING AT REPAIR EXISTING PIER FOOTING WALL SECTION ROOF ATTACHMENT SEE AND NOTES @ PADS FOR SI 1"X5 CON . EDGERE–BAR QUANTIES 2) MTS12 TO (3) STUDS W/ MIN SHEATHING SHALL BE FASTENED GRADE o o T 8 GUN NAILS OR 2 1/4"X.099 RING SHANK POST SECTION ZONE 1 EDGES @ TRUSSES 6" O.C. AND S4 1/4"= 1 1-011 TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 6" O.C. 5'-0" TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 6" O.C. ROOF EDGE 4'- 4'-0" RIDGE 4'-0' 0 O O O L 1 P OD 1 F 4'- 0" EXISTING ASPHALT SHINGLES OVER #30 FELT OVER 15/32" CDX OR 1/16" OSB SIMPSON MTS12 STRAP EACH TRUSS 1x6 P.T. FACIA SOFFIT 2X4 SYP #2 STUD WALL 16' O.C. HARDI SIDING OVER 15# FELT ON 1/2" CDX OR 7/16" O.S.B. SHEATHING AT REPAIR EXISTING PIER FOOTING WALL SECTION ROOF ATTACHMENT PLAN 2) MTS12 TO (3) STUDS W/ MIN SHEATHING SHALL BE FASTENED WITH MIN. 8 GUN NAILS OR 2 1/4"X.099 RING SHANK ZONE 1 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 12" O.C. ZONE 2 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 6" O.C. ZONE 3 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 6" O.C. 1 28",'XANCHOR BOLT OR 58"X 6" WEDGE ANCHOR MX 6" FROM HEADER STUDS AND 32" O.C. TYPICAL LE MIN. DBL. 2x8 HDR. LSTA 12 STUD / PLATE SP1 – 6 -10D/4 -10D SP2 – 6-100/6-10D SP4 – 6-10Dx1.5 LSTA12 10-10D STUD IS REQUIRED UNDER BEARING RAFTER OR TRUSS AT CUT TOP PLATE HEADER STUDS NAIL PER SCHEDULE 2" ANCHOR BOLT A. SIDE OF STUDS OR 2 ON 1 SIDE) 4 2/ 4 TY P . FRAME WALL SP2/ SP4 AT 32" O.C. I SP1/SP4 OR SPH4 32" O.0 AT 16" O.C. i NOTE: @ 2 STORY IN LIEU SP1/SP4 7 @ BOTTOM PLATE USE LSTA 24 STUDS TO RIM 1/2"=1'-0" @ WIN/DOOR OPENING OR WALL 1/2"=1'-0" 2X4 SPRUCE BLOCK @ 48" O.C. NAILED BETWEEN FIRST TWO RAFTER FRAME BAYS W/ (2) 12d NAILS TYP. _ROOF 2x4,6,8 TOP PLATE LSTA12@48" O.C. TSTUDS TO RAFTER SIDING OR TEXTURE FINISH W/ WIRE LATH SEE ELEVATION CEILING JOISTS or ALLAR TI \ 2X4 6, STUDS 16" O.C. W/ 1 2" CDX OR 7 16 OSB AND 15 ITb FEL 8d 6" O.C. @ EDGES AND 12" O.C. INTERMEDIATE BALLOON FRAME TO LINTEL OR SLAB 2x4,6 8 P.T. PIrATE WITH SPI CLIP @ 16 O.C. AND 1 2" x 8" ANCHOR BOLTS 24" O.C.WITH 2" WASHERS TO LINTEL OR SLAB GABLE END FRAMING CONVENTIONAL FRAME 1/4"=1'-0" CM 16- 1615 a. O 0) 0 R N U M U Z J CD C7 W Yu Q L a0 LU Z0 Lulr- 04 L3r QOR 0CD JX W Q LL O m ILW coc Y M Q cD J ti 00 0 w a w Uj LU Q IW W z z U) LL omo za• O Q= rn z w0a LL LL r V) CEG COA#27213 EDUARDO AVELLANEDA, P.E. R,EGI.STRATION #40040 2480,E MJC,HIGAN STREET rr, ORLANDO:,: "FL .32806 IRWWmMm16 z O U 0 cl) J LLJ I.- 0 zj z TYPICAL GIRDER OR POST 2) MTS12 TO (3) STUDS W/ MIN 2-2X12 HEADER UNLESS TRUSS (OR RAFTER) OTHERWISE NOTED DOUBLE TOP PL E 2 ( TRUSS SP4/ CONNECTORS RSP4 2 del Illll 2STUD 1 28",'XANCHOR BOLT OR 58"X 6" WEDGE ANCHOR MX 6" FROM HEADER STUDS AND 32" O.C. TYPICAL LE MIN. DBL. 2x8 HDR. LSTA 12 STUD / PLATE SP1 – 6 -10D/4 -10D SP2 – 6-100/6-10D SP4 – 6-10Dx1.5 LSTA12 10-10D STUD IS REQUIRED UNDER BEARING RAFTER OR TRUSS AT CUT TOP PLATE HEADER STUDS NAIL PER SCHEDULE 2" ANCHOR BOLT A. SIDE OF STUDS OR 2 ON 1 SIDE) 4 2/ 4 TY P . FRAME WALL SP2/ SP4 AT 32" O.C. I SP1/SP4 OR SPH4 32" O.0 AT 16" O.C. i NOTE: @ 2 STORY IN LIEU SP1/SP4 7 @ BOTTOM PLATE USE LSTA 24 STUDS TO RIM 1/2"=1'-0" @ WIN/DOOR OPENING OR WALL 1/2"=1'-0" 2X4 SPRUCE BLOCK @ 48" O.C. NAILED BETWEEN FIRST TWO RAFTER FRAME BAYS W/ (2) 12d NAILS TYP. _ROOF 2x4,6,8 TOP PLATE LSTA12@48" O.C. TSTUDS TO RAFTER SIDING OR TEXTURE FINISH W/ WIRE LATH SEE ELEVATION CEILING JOISTS or ALLAR TI \ 2X4 6, STUDS 16" O.C. W/ 1 2" CDX OR 7 16 OSB AND 15 ITb FEL 8d 6" O.C. @ EDGES AND 12" O.C. INTERMEDIATE BALLOON FRAME TO LINTEL OR SLAB 2x4,6 8 P.T. PIrATE WITH SPI CLIP @ 16 O.C. AND 1 2" x 8" ANCHOR BOLTS 24" O.C.WITH 2" WASHERS TO LINTEL OR SLAB GABLE END FRAMING CONVENTIONAL FRAME 1/4"=1'-0" CM 16- 1615 a. O 0) 0 R N U M U Z J CD C7 W Yu Q L a0 LU Z0 Lulr- 04 L3r QOR 0CD JX W Q LL O m ILW coc Y M Q cD J ti 00 0 w a w Uj LU Q IW W z z U) LL omo za• O Q= rn z w0a LL LL r V) CEG COA#27213 EDUARDO AVELLANEDA, P.E. R,EGI.STRATION #40040 2480,E MJC,HIGAN STREET rr, ORLANDO:,: "FL .32806 IRWWmMm16 z O U 0 cl) J LLJ I.- 0 zj z F- O N 3030SH 3040SH TEMP. 3'-0" 9'-0" 11'-0" FLOOR PLAN 1/4"= 1 I-0" 3040SH 3040SH 8'-0" 5'-6" 7'-4, LLOWfJ CD CD ONd l Lo 480 E %1 Z a J N E 0 m0 Q t 2014/140 MPH M u U_RSILD N0AD1" z LL Q C WINDOW REQUIREMENTS Z j LL LL r (%1 pa;Ri EXTERIOR WINDOWS AND GLASS DOORS 0 U. L MUST MEET THE REQUIREMENTS OF R613.3.1 Go Y ` OF THE FLORIDA BUILDING CODE LN 2014 RESIDENTIAL EDITION R613.3.1 EXTERIOR WINDOWS AND GLASS DOORS 1 D 00 < co0 R613.3'1 TESTING AND LABELING EXTERIOR WINDOWS cn Tl LLQ CO LAUNDRY 7 —0 CLG. AND GLASS DOOR SHALL BE TESTED BY AN APPROVED o BEDROOM INDEPENDENT TESTING LABORATORY, AND BEAR AN AAMA Z 2 OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND 3 NAPPROVEDPRODUCTEVALUATIONENTITYTOINDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING 7'-0"CLG. 7'-0" G. C S 4 SPECIFICATION: 7'-0"CLG. Z43 -10 " O WINDOWS— OM ETS2 Z 97 a0TYP. COMPONENTS AND LAADDINGDMUST MIN- REQ. OF +35-3 PSF/ -47-2 PSF Y cc 00 I w h 5'-4" 27'-10" 3'-4" 7'-4" LL[n_ Jo O -2" CN 2'-6" EXTERIOR DOORS MUST BE MEET OR EXCEED J X MIN REQ. OF +24.B PSF/ -32.6 PSF 6\ LU Q 2'-4°° Li I G L'i oLL EGRESS TEMP. TEMP. 3050SH 3030SH 3030SH EGRESSr_ 30 OSH cn cn CD w to YM 3030SH 3040SH TEMP. 3'-0" 9'-0" 11'-0" FLOOR PLAN 1/4"= 1 I-0" 3040SH 3040SH 8'-0" 5'-6" 7'-4, LLOWfJ CD CD ONd l Lo 480 E %1 Z WaW J Q TUB & Q t WH D U_RSILD N0AD1" z LL Q C wOc)a SHOWER LL LL r (%1 pa;Ri a 20 Go mto oI m co O 1 D 00 < co0 cn Tl CO LAUNDRY 7 —0 CLG. o BEDROOM BATH ATH BEDROOM 7'-0"CLG. 7'-0" G. C 0"CLG 7'-0"CLG. o N Y Y cc I 10'-0" 2'-8" co 5'- O' O -2" CN 2'-6" 10'-0" 6\ Li I G L'i 2868PKT cn cn o N 2-7" RISERS 2-10" TREAD 1"PORCH L'iX06 NOSING N 0"CLG. 2- RI 0" T 0 OSIN 0 KITCHEN DINING ROOM o LIVING ROOM 7'-0"CLG. 7'-0"CLG. 0 7'-0"CLG. 0J, Q0 0 0 tft- I 11N 3030SH 3040SH TEMP. 3'-0" 9'-0" 11'-0" FLOOR PLAN 1/4"= 1 I-0" 3040SH 3040SH 8'-0" 5'-6" 7'-4, LLOWfJ CD CD ONd l Lo CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION #40040 2"IGHIGAN STREET ORL-At DO EL 32806 SEAL. 480 E %1 Z WaW J Q z CnLOQt Z ~ D U_RSILD N0AD1" z LL Q C wOc)a SANFORD LL LL r (%1 pa;Ri 54 # 16- 1615 CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION #40040 2"IGHIGAN STREET ORL-At DO EL 32806 SEAL. 480 E %1 Z J DECO A 1 RIDGE VENT RIDGE VENT L — — J L — — J L — _ J I— _ — J L — — J L — _ J L — — J L _ — J L — — J L _ _ J L _ — J FRONT ELEVATION SIDE ELEVATION 3/16"=1'-0" MI7l/-F_ \/rnIT 3/16"=1'-0" L _ — _l L _ _ J L _ _ J L _ — J L _ — J L _ — J L — — J L — — J L — — J REAR ELEVATION 3/16"=1'-0" LEFT ELEVATION 3/16"=1'-0" 001NG 16-1615 a 0 of N U M V Z J m U) Y W d W Z_ N CO r r0 Q W J 'a LL Q1 cm Y e TL) W J Lo r ON OwLo 'tT waaW owW zzcnLL aom Z zX0V)< LLLL v) z O H J W 5TH EDITION FLORIDA BUILDING CODE 2014 5TH EDITION FLORIDA RESIDENTIAL CODE 2014 GENERAL ELECTRICAL NOTES THIS DIAGRAMMATIC ELECTRICAL PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. THE ENGINEER OF RECORD BEARS NO RESPONSIBILITY FOR ITS ACCURACY. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE REQUIREMENTS AND LOCATIONS OF ELECTRICAL EQUIPMENT AND PROVIDING AND INSTALLING COMPLETE ELECTRIC SERVICE AS MAY BE REQUIRED BY THE NEC/08. THE ELECTRICAL CONTRACTOR IS TO SUBMIT PLANS AND PULL PERMITS AS REQUIRED: DWELLING UNITS TO BE "AFCI" PROTECTED PER ARTICLE PER ARTICLE 210.12 NEC2008, GROUND—FAULT INTERRUPTER FOR PERSONAL 210.8, BONDING OF OTHER SYSTEM 250.96, AND TO HAVE TAMPER RESISTANT RECEPTACLES. ALL SMOKE DETECTORS TO BE HARD WIRED AND INTERCONNECTED, SWITCH LIGHT FIXTURE TO BE IN EACH ATTIC ACCESS. ALL WIRING TO BE IN EACH ATTIC ACCESS. ALL WIRING TO MEET OR EXCEED THE 2011 NATIONAL ELECTRIC CODE. I ELECTRICAL LEGEND I 0 SURFACE MOUNTED LIGHT WALL MOUNTED LIGHT 0 RECESSED HIGH HAT VPLOJ RECESSED VAPOR PROOF LIGHT SURFACE MOUNT FLUORESCENT FIXTURE RECESSED FLUORESCENT FIXTURE Q HEAT LAMP/ EXHAUST FAN COMBO FLOOD LIGHAOTION O JUNCTION BOX EXHAUST FAN VQ, TRACK LIGHTING FIXTURE 4 SW1TCH G ' 3 WAY SWITCH 64' 4 WAY SWITCH 640 DIMMER SWITCH O PUSH BUTTON—GARAGE DR OPENER 0 PUSH BUTTON—GARAGE DR OPENER 6 TIME SWITCH WEATHER PROOF SWITCH - A' DEDICATED RECEPTACLE DUPLEX RECEPTACLE 110/120 SWITCH ACTIVATED RECEPTACLE OJ RECESSED CAN LIGHT I TV CABLE CA7 5. COMPUTER ELECTRICAL PLAN 1/4"= 1 '-0" WEATHER PROOF RECEPTACLE GROUND FAULT RECEPTACLE OUADRUPLEX RECEPTACLE 220—VOLT RECEPTACLE OO FLOOR RECEPTACLE 1:_dff_ BREAKER PANEL F(E)l ELECTRIC METER of MAIN DISCONNECT PANEL Dj DEDICATED DISCONNECT PANEL ROUTED WIRE TELEPHONE JACK TELEVISION JACK INTERCOM SECURITY SYSTEM CHIMES O THERMOSTAT OT TIMER RELAY siu SMOKE DETECTOR GARAGE DOOR OPENER PADDLE FAN CHA DELI R OR ENTRATCE F pry,, • F 8. k nee"y',a,e • L6. Qr W. a. uJ/ z VTI LLQOm Q 0 Z LL 0=0cc)a LL LL v-- Cl) CEG COA#27213 EDUARDO AVELLANEDA, P.E. REGISTRATION #40040 2480 'E.f,MiCHIGAN STREET ORLANJ.DO FL 32806 SEAL " J., DEC 17_:_15 z Q J m J U U W J. Lu JU 201 City of Sanford Residential Alteration / Addition / Renovation F D ; Y3y. Permit Application. Guidelines All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: Building Permit Application completed, signed and notarized. 09 Floodplain development application completed and signed if any portion of the property is in a flood hazard area as identified on the most current flood insurance rate map. -I brLq_ D®. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value E& Application must include correct address and complete parcel I.D. number. 11 OJ Contractor information is required to be included on the permit application (if contractor is applicant). C9 J Applicant must include the name of the designated plan review contact person, their phone number and either a fax number or email address on the Building Permit Application form. Jq opy of the contractor's license issued by the State of Florida (if contractor is applicant). cific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Two (Z) copies of all applicable plans and related documentation. An accurate, signed and sealed, property survey which shows all improvements on the subject property and within 10 feet on adjacent parcels. D Plot plan showing location of proposed improvement(s) and setbacks to property line(s). May need to include infill lot requirements. Hand -drawn submittals must be submitted on plain white paper and include accurate dimensions, all details that apply to the project, and must be legible. Please,see the following pages for construction document submittal guidelines ** Revised.• February 2016 Page 1 of 5 Residential Alter/Add Permit Application Checklist REQUIRED INSPECTION SEQUENCE 3zipR I ! 1! c C I BUS&D PERMIT- Min Max . p Ins2ection,Descri2tion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Zp Sheathing — Roof p Roof Dry In 2 o Frame Insulation Rough In Firewall Screw Pattern p Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final. Screen Room Final. Pool Screen Enclosure Mobile home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) REVISED: June 2014 Addir.rss^ r-? I . n ^TTS- c-,-- 1EJL:lE'4'JI'U D Min Max ction Description i IRI®i F4m IRffiRi Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Minn Max ection Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Min Min Max Mechanical Roug Mechanical Final Gas Unde Gas Roup Gas Final