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HomeMy WebLinkAbout432 Fairfield Dr104/2016 CCE10042016 0002.jpg Job Address: y3Z 0,z o h _72;1;1 Historic District: Yes No Parcel ID: 3 Z - t Ci -31 - S'! d - 000Q d 9 7 U Residential ® Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: ,Fe - 1'C*qX s%fi,cc tsS Plan Review Contact Person: Title: Phone: Fax: Email: 1 Property Owner Information Name '2 ©. ROa* Phone: Street: Y.72 /W4_/ D d2+ Resident of property? City, State Zip: p'2/,i 72771 JJ// Contractor Information Name ` 4~1*30Y or n2r c?L,! Phone: y4 ?- g08 -7- rZ 0 Street: Fax: City, State Zip: 49:qU4tVAd ZJ S'0 4-- State License No.: Architect/Engineer Information Name: i A Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: .V /A_ Mortgage Lender: 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 date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application https://mail.google.com/mail/W0HAnbox/l579Oa3fO6Oe92b9?projector=l 1/1 104/2016 CCE10042016_0004.09 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: /d - y-/ 6 I hereby name and appoint: --1 A -KA) LA Q -69t 6 an agent of: F.V e. dame oFCompany) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 21.. The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: ,r/ - License Holder Name: 4POOW64'r // State License Number: d C' (? 0" 2 Signature of License Holder: STATE OF FLORIDA COUNTY OF 0Y -60 a The foregoing instrument was acknowledged before me this day of 20__ , by 0V q&-, P . m On (a o who is o personally known to me or =who has produced 1P as identification and who did (did not) take an oath. Notary Seal) Notery Pubk State of Florida JakAyle M Jacobs mmiss' Ff '956?5 Yo,; Rev. 08.12) iPrint ®. or Notary Public - State of 0,SLf,01A Commission No. q 0i 01GO I 'S My Commission Expires: (Of/ 0 7 https://mail.google.com/mail/LJO/Mnbox/1579Oa3fO6Oe92b9?projector=l 1/1 10/412016 CCE100420160003.jpg 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 of the requirements of Florida I..ien Law, FS 7 t3. 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 [CC Valuation Table in etTect-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 ibedoneincompliancewithallapplicablelawsregulatingconstructionandzonng. SiUnaturmo on Ctor/Agent Date 6aA-e6eY , ell Print Contractor/Agent's Name Signature of Notary -Shite of Florida Date Notary Public State of Florft Jaka0a M Jacobs My Commission FF 999616 Expires /2020 Owner/Age * Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID — Type of ID 4 " 13w)—ol - BELOW IS FOR OFFICE USE ONLY Permits Required* BuiidingE] Electrical[] Mccbanical Plumbingn GasEl Roofn Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes n NoF] # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Fire Alarm Permit: YesE] No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application https://mail.google.com/mail/udOtMnbox/i579Oa3fO6Oe92b9?projector=1 111 KiL riiray +C NtrActt r$,NC. Florida Certified Roofing License # CC C056852 355 Mashie Lane Orlando FL 32804 Florida Certified Building License # CB C045636 407-254-0877 — Fax: 407-254-0876 - Cell: 407-908-2820 - e-mail: kcigm@bellsouth.net Proposah I 000drad Proposal Submitted to: CUSTOMER; ADDRESS: CITY STATE: ZIP PHONE C 5",44w^G2 (Pat,44eztA c1u.v511 ij,44 V x% 12 f / /fit / c 1 /1 . S!% /FO l 2 7 2 / SCOPE OF WORK: 2 year warranty on workmanship; see manufacture's specific material warranty Sloped Roof Remove existing roof covering to sheathing and re -nail sheathing to 2014 FL building code K Install ASTM approved synthetic underlayment; ___—Install "peel & stic "Secondary Water Barrier Install standard 30# . felt underlayment; Install 'ridge vent; 4' off ridge vent; bath vent; kitchen vent X Install new lead vent stack covers; >C Install new galvanized metal drip edge color TBD Install 3 tab fiberglass; 25 year _; 30 year _ shingles color TBD A Install. Architectural"Limited Lifetime" fiberglass shingles – color TBD Install `other" type of shingles the metal X Clean site and remove debris Flat Roof- Remo oof: Ram a existing roof covering to decking and re -nail sheathing to code Install 4 base sheet; _ Install galvanized drip edge (color TBD) Install TA S Modified Bitumen System; _ Install. SA SBS Modified Bitumen system – granulated with color TBD Install built up oof systems with: Install 7 base sheet; Install plys of ply IW or ply V Install gale ' ed gravel stop and flashing as required; Install pitch pans _; drain covers; scuppers Slag roof with r fing stones (400 lbs. Per 100 sq. ft.) Install lead vent stack covers ; bath vents ; kitchen vents color TBD Install TPO; _ EPDM; _ VC; Ureth. ane; __Acrylic –Single Ply System Clean site and remove debris NOTE: Access to the building is implied. We WILL inspect the decking, fascia and rafter tails for existing damage: if found we will replace the damaged wood at a rate of S 35.00 per man-hour plus material cost. This amount will be above the Contract Sum stated. WE PROPOSE to furnish material and labor for the above-specified work for the sum of: L ; i - us v C=` i ry;y/[f Dollars (S Payment Schedule: 4"0 ,rQ e-7 . o' @ •,vt zn, This proposal is good forl5 days and may be voided thereafter at the option of the contractor. All material is guaranteed to be as specified. All work will be completed according to standard building practices and in a timely manner. Any alterations or deviations from the above specifications involving additional costs will he executed upon oral and/or written orders and will become an extra charge itcm - over and above the Contract Sum. Although we will exercise all due caution, we cannot be held responsible for breakage -of sprinkler systems, or cracked driveways and/or walks. Acceptance of Proposal: The above prices, specifications and conditions are hereby accepted. Killarney Contractors, Inc., is authorized to do the work as . specified. Payment will be as noted. I agree that if Killarney Contractors, Inc., is required to take any action to enforce this contract, I shall pay Killarney Contractors, Inc., attorney's fees and costs, whether or not suit is filed. Venue in any lawsuit shall be in Orange County Florida. The Owner also agrees to pay 1.5% interest per month on the unpaid balance: Accepted By: Submitted By Date: 10-i' 16 Date: )a - Y-4 1 I tu/4//uto CCE10042016 0001.jpg Iv THIS INSTRUMENT PREPARED BY: Name: Contractor Address: 355 Mashie Ln., Orlando FL NOTICE OF COMMENCEMENT Permit Number. Parcel ID Number. 32-19-31-516-0000-0970 I'MARYANNE NORSEr SL-MINOL.E COUNTY C:I.FtC:M COI I'J & COMPTROLLER 1.1K °7.8:L Ps 17 7 ( IF'2is CLERK'S v 20IL104845 RECORDEC, W/10/2016 02-20'171. P11 F?E:C:ORDING FEES +iCIoilCl RECORDED BY lide>ore The undersigned hereby gives notice. that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) LOT 97 432 Fairfield Dr., Sanford FL 32771 CELERY LAKES PHASE 2 PB 65 PGS 29 & 30 2. GENERAL DESCRIPTION OF IMPROVEMENT: Re -roof 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: SHAWN & ORMELLA MOONSAMMY 432 Fairfield Dr., Sanford FL 32771 Interest in property: Owner Fee Simple Title Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: Name: Killarney Contractors Inc Phone Number: Address: 355 Mashie Ln., Orlando FL 5. SURETY (If applicable, a copy of the payment bond is attached): Name: N/A Amount of Bond: S. LENDER: Name: N/A Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Phone Number. 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration 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 1, 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. Q . LTJ J t Signature of owner or Lessee, or Owners orresseex Pnnl Name and Promda Signatory's Tide/Offica) Audtorized OfficedDtractor/Partner/Managen State of tiqlf 6 l County ofd Lo Lida / r / K420TheforegoinginstrumentwasacknowledgedbeforemethisdayofLt -6 by 1 Who Is personally known to me 0 OR Name or person maldng statement - cDwhohasproducedIdentification0typeofIdentificationproduced: 01 3F!] te of FkxklaobsMFF999615Orid20 hfps://mai l.google.com/mail/tdOAnbWl579Oa3fO6Oe92b9?projector=1 zN1V_aAJkWAD 4), J Nota SI ature r `MFF C' 01 1T OvqIf' WM—IF0 MARY It I MORSE i•1 LERI(0 i HE CiR 'U C R r VD COMPTR'LLER SENAINOI= COLIN IDA ft o°:•:. 4'ti... F a BY _. DQPRY(CLEI ct k 0 2016 1/1 SCPA Parcel View: 32-19-31-516-0000-0970 Parcel 32-19-31-516-0000-0970 Owner MOONSAMMY SHAWN & ORMELLA Property Address 432 FAIRFIELD DR SANFORD, FL 32771 Mailing 432 FAIRFIELD DR SANFORD, FL 32771 - Subdivision Name CELERY LAKES PHASE 2 Tax District S1-SANFORD DOR Use Code 01 -SINGLE FAMILY Exemptions 00-HOMESTEAD(2016) A Legal Description _ CLOT 97 CELERY LAKES PHASE 2 PB 65 PGS 29&30 Page 1 of 2 Tax Amount without SOH: $2,416.40 2015 Tax Bill Amount $2,416.40 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments i i Taxes 2016 Working 2015 Certified Values Values Valuation Method Cost/Market CosUMarket Number of Buildings 1 1 Depreciated Bldg Value 105,309 96,359 Depreciated EXFT Value 363 375 Land Value (Market) 23,100 22,000 Land Value Ag _ P Just/Market Value "` i $128,772 118,734 Portability Adj 128,772 Save Our Homes Adj$0A-$0 0 Amendment 1 Adj 0 P&G Adj 0 0 Assessed Value 128,772 118,734 Tax Amount without SOH: $2,416.40 2015 Tax Bill Amount $2,416.40 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments i i Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 128,772 ' 50,000 78,772 Schools 128,772 25,000 103,772 City Sanford 128,772 50,000 78,772 SJWM(Saint Johns Water Management) 128,772 50,000 78,772 County Bonds 128,772 50,000 78,772 Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 8/1/2015 08531 1811 138,000 No Improved CERTIFICATE OF TITLE 4/1/2015 i 08456 0479 100 No e Improved WARRANTY DEED 4/1/2005 05725 1524 i 149,400 , Yes Improved Find Comparable Sales Method Frontage Depth Units Units Price Land Value LOT 1 $23,100.00: $23,100 Bed/Bath count incorrect? Click Here Description Year Built Fixtures Bed Bath Base Area Total SF Living SF I Ext Wall Adj Value Repl Value AppendagesActual/Effective 1 ; SINGLE 2005 7 4 2_0 ' 2,021 , 2,470 2,021 CB/STUCCO $105,309 $109,983 ' Description I AreaFAMILYFINISH 389.00 http://parceldetail.sepafl.org/ParcelDetailInfo.aspx?PID=32193151600000970 10/10/2016 SCPA Parcel View: 32-19-31-516-0000-0970 Page 2 of 2 I i 1 j GARAGE ! i f i FINISHED PORCH 60.00 I FINISHED Permits Permit # Description Agency Amount CO Date Permit Date 02783 NEW -RESIDENTIAL I SANFORD j $89,394 4/8/2005 6/11/2004 Extra Features Description Year Built Units Value New Cost PATIO 1 6/1/2005 11 $363 i $500 http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=32193151600000970 10/10/2016 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 Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL5444-R8 Revision 2014 Approved 01 CertainTeed Corporation -Roofing 18 Moores Road Malvern, PA 19355 610)651-5847 mark.d.harner@saint-gobain.com Mark Harper mark. d.harner@saint-gobain.com Mark D. Harner 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@saint-gobain.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licen Professional Engineer wi Evaluation Report - Hardcopy Received Robert Nieminen PE -59166 UL LLC 07/03/2017 John W. Knezevich, PE k7 Validation Checklist - Hardcopy Received FL5444 R8 COI 2015 01 COI Nieminen.pdf Standard ASTM D3161, Class F ASTM D3462 ASTM D7158, Class H N 2 2 2 ttnc•//www flnridahrniIdin sr.nrP/nr/nr ann dt1.aonx?naram=wGTEVXOwtData... 3/2/201( Q'TPJNITYIERD S. 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 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM 03161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V,,d = 150 mph (V,ft =194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangie Ridge, Shadow Ridge and Cedar Crest hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F when BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, indicating the shingles are acceptable for us in all wind zones up to V,,d = 150 mph (V„ n =194 mph). 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. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.5 exceeds the calculated uplift force (FT) at a maximum design wind speed of Vi,d = 150 mph (V,,,, = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G2D-3. 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G2O-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R9O5.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-119 Cel ofAuthcrhaHan#9903 FL5444-RB Revision 9:03/06/2015 Page 3 of 9 Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4 -inch along the sides of the headlap along a line % to 1 -inch from each side of the shingle's headlap. immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1 -inch, diameter spot of NP 1 or PL adhesive between the shingle layers. aur. Of.". 6.3.4 Presidential ShakeTM Presidential Shake— IR Presidential Shake TL: LOW AND.SUWDAtD SLOPE: SWUM: For low and'ovidnrd slopes nse.five. nallsfor each lull Presidential apply sieep.slopes; use nine nails 6r each fall Presidential shlttg}e and apply 1' diameter spots of asptalt,moMg cement under each sttlngte tab. shingle as strown helow Atter apph'tit8 5 nails in between the.naiiing galde lines, apply 4 nzU 1' NatinpF; __ 4(r above ab cutouts malting certain tails of overlying Angle corer sails, dela$ h Z (l 016 mm) 5Jr4' ~ 133:nm) • •. • • 141/4` 11/2 mm) (382 mm) NOTE: Apply nails on painted guidahs. F(grve l6 6 iatrarfng Fraud MAWl andPft" mrtW n nape sbhWb on 4w andskndmd xkPvz 6.3.4.1 Hip & Ridge, Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY F(grue:l6.7.' Fasrmalg heardenrra/ and hesrdMBW VL SAakv ihoweson sraep slope. Presidential accessory shingles-can.'be used for covering hips and ridges. Appljshtngles=up oto the.ridge.(expose no more than:7' from the bottom. edge sof the "tooth." Pasten each accessory with two fas- teners: Th'cbg.enets must be 13/4' long 0r.10 4ger, so.they penetrate Other 3/4'_ into the-deck,or completely thrOngh the deck. Presidential accessory comes In two different sizes:. Accessory produced in flirmingham,: AL is IV x 1:2 ; Porttand,,Ok.produces'974" x 134!4' accessory. Note: For ASTM 03161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant in accordance with manufacturers instructions. 6.3.4.2 Hip & Ridge, Option 2: Refer to instructions herein for Cedar CrestT", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R9 CertfJltate of Auth"atlon #9503 FL5444-RS Revision 9.03/06/2015 Page 7 of 9 1' diameter asphall rooting cement F(grue:l6.7.' Fasrmalg heardenrra/ and hesrdMBW VL SAakv ihoweson sraep slope. Presidential accessory shingles-can.'be used for covering hips and ridges. Appljshtngles=up oto the.ridge.(expose no more than:7' from the bottom. edge sof the "tooth." Pasten each accessory with two fas- teners: Th'cbg.enets must be 13/4' long 0r.10 4ger, so.they penetrate Other 3/4'_ into the-deck,or completely thrOngh the deck. Presidential accessory comes In two different sizes:. Accessory produced in flirmingham,: AL is IV x 1:2 ; Porttand,,Ok.produces'974" x 134!4' accessory. Note: For ASTM 03161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant in accordance with manufacturers instructions. 6.3.4.2 Hip & Ridge, Option 2: Refer to instructions herein for Cedar CrestT", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R9 CertfJltate of Auth"atlon #9503 FL5444-RS Revision 9.03/06/2015 Page 7 of 9 log ida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised of Products Method 1 Option D 03/16/2015 03/23/2015 03/26/2015 06/23/2015 02/16/2016 Page 2 of FL* Model, Number or Name Description 5444.1 CertainTeed Asphalt Roofing Shingles 3 -tab, 4 -tab, strip (no -cut-outs), laminated and arct asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FS 4544R8II201503FINALERCERTAINTEED Approved for use outside HVHZ: Yes Shingle FL5444-R8.pdf Impact Resistant: N/A Verified By: Robert Nieminen, PE PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444,R8 AE 2015 03 FINAL ER CERTAINTEEC Shingle FL5444-RS.df Created by Independent Third Party: Yes Back Next The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: B& Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records reqs electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487 to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departme address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are pubdonotwishtosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: r.;d :SAFE flnridnhiflIdin g_nrp.r/m/nr ann dtl.asnx?naram=wGEVXOwfiData... 3/2/201 6.3.1 MO" XT"' 25 XT- $O. XT"' 30 IR: LOW -AND STANDARD SLOPE ENOUSN. 12" 12" 12' 305 nm (305 mm)—(305 mn) 1" (25 mm) _ Sealant 1 (25 mm) 5 5d" (145 mm) 5 W"fhr0w_ T IAETEiK 131/8" 131/8•' r 131/8" 1"(25mm) Sealant V(25mm) 6, Rpm 113.- Usef—naikfor -my, fnfLsbingfe. 6.3.1.1 Hip & Ridge: Cut Shingles V I RINITY I ERD STEEP SLOPE Use four nails and six spots of asphalt tooftng cement' for eyerT full shingle (F4wv 1J-4), Asphalt roofing cement meeting ASTM D4586 Type 11 is suggested. I Rooting Came Apply 1"(25,nm) spots of asphalt rooting cement undereanh tab corner. Rpm 11.4.• Ussfow nags and sh spots ofcsPhalt a mmt on sh* slopes. rcaniom. Excessive use of roofing cement can cause shingles to blister, 1 25 I I 1 2„ i50 mn) —.,..Remove., 72" (30.`irarta)r, a1 t I li tt V tl (125mtt!). , e Cap Cap Cap 305 mm) Shinalo Shingle Shingle ppd P fygt 11-24. Od fake, Gen kbo Gash fo maim MP sbfragtes Bn#kb dbnmulmu agave), f1l are lI.75: lrutaUatfon 4IaDs X18 016 btps and >4p. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive orMenkel PLO Polyurethane Roof & Flashing Sealant, in accordance with manufacturer's instructions. 6.3.2 Carriage House Shanale° Centennial Slate- and Grand Manor Shangle°: STEEP SLOPE LOW AND STAN111M SLOPE Use Eve nab forcvery full Shartgic. i -ta mm) s!8_ `` 20hk_ _j . mm) tQ m'tY Rgm 17-4: VVfhe salgri--*fuRGneadhlaaorSbaagl.. Crwtag oottias 20** or Grafar+alal Aw Exterior Research and Design, LIC. 6erWcare cYAuthorkatlon #9503 Use seven amts sad three spots of asphalt 1000ng Cement for etexp fall Grand Mater Shangie. Use Rve nails and three spots of asphsA mallett cement for every full carriage douse Shaagle and Centennial Slate. Apply osphstt ro,obg comma 7' (25 mm) from edge of shingle f(mv 17.3). Asphalt r000118 Cement meeting ASTM. D4586 Ve Il Is suggested. tM%10FV001,001-0 I Pow 174, Whm 1Ad41q rhrrad Afarxa SGaqac ON sleep dopa, tsa area User and 1&" ago 4faspk* regf q oawas Evaluation Report 3532.09.05-R9 FLS444-R8 Revision 9: 03/06/2015 Page 4 of 9 6.3.5 6.3.5.1 6.3.5.2 Hatteras"' LOA(. ST><MM AND STEEP SLOPE: flgur IS•9: For/eulu yNallarat Sblrrgas au tadaad Staaaard.Vopa Por lorr mut standard slopes, use ere nulls for each full nautnm sbb* as sbwn above. Hip & Ridge, Option 1: Accessory for Hatteras r4wn.ls: Aahal fAwmusb4mhn oa shrysA pte Por peep dopes, use am aadsand elglu 4- of as*b mobs amara for each fu8 thmmn shtogleasdmnn shore. Apply r^ Mann) dbusetor spas of malng ement (ASTM D 45861* a suggested) under each tab wnw. Press AhWe lam plain do cent espose cra em. C4UTMN: Too much roofing cement em acute shtoOn to busier. Figure I5=1.4..1 18 1Hree piece units. separate. to.make 54 flarJemsary sbtirglax Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Hip & Ridge, Option 2: Cut Hatteras Shingles 9+' 230 MMI) Shingle + ( Shingle II Shingle 11 Shingle 18" (203171V) 60 mm) Flpw 15-20.- Cut Xa$taras sbtr*w to make cow,c* Ft uta 15.21: IMM924M 4% &W along b0S and addgu Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLe Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.OS-R9 Certftate cfAuthorkation #9503 FL5444-RB Revision 9: 03/06/2015 Page a of 9 f#ll IIN a w s a I A'Ta ^0,i DCDADT CertainTeed Corporation 18 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #113 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 GVdiudtlVll AC aVI V rrre.•vr.v+-..+ FL5444-R8 Date of Issuance: 09/22/2005 Revision 9: 03/06/2015 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: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1. 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 IERD 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 "TrinitylERD 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 9. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 03/06/2015. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the nomad 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 I 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. S. This is a building code evaluation. Neither Trinity IERD 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. 6.3.2.1 Hip & Ridge: Shangle® Ridge F(4wv 17-1&.Sbawk* Ridge. 18. Exposure:. Remove tape from the right side andfasten i SECOND Fasten mem' left side 85 a• RIGHT FIRST LEFT Figure 1749-- imta allon of SbwWk0 RMP sb WkV on bips and rldgw- Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.3 landmark"" Landmark"' IR Landmark"' Pro (formerly Landmark- Pius) Landmark"' Premium, Landmark' TL, Landmarkm Solaris Landmark"' Solaris IR: L4wDNIAR>{ n LOW AND:STANDARD SLOPE METRIC ISWS 12" 143/4.. t7• PM mm) x--(375 mm)—(305 mm-) --I r-111216 mm) ReleaseTape V (25 mm) N8118b18T- Am S1EEP SLOPE Use six nab and four spots of asphalt roofing cement {or every full latniaated,shingle. See below. Asphalt roofing cement should mad ASTM,D45&6 1* U. Apply 1' sews of asphalt woMg cement unde. each corner and at about 12' to 13' in from each edge. METSK.DtMENS)ONS 12'— 3(15 mm) tea:= 4'1"(25 mm) 16I1 , Fat. 25 mm) rr.rra I FISw 134.- va four natlr for#miyfugtbiabta. 11"DEU111 tt 25 mm) ft" 13,3: Die AV 446 m4,60W 4WAof wpba0 Maift a - E5 mm) Exterior Research and Design, LLC. Evaluation Report 3532.09,05-R9 FL5444-RS CeOcote of ftthcrtration 09503 Revision 9: 03/06/2015 Page 5 of 9 6.3.6 Highland Slate"', Highland Slate' IR: WW Gros a wort STEEP AORE r r .— r— r Use FIVE nails and 1iI9HT Vols of asphalt roofing cemeot' for each am.d tao.>er a'°•.o coo t hill Alghland Slate shingle. For Miami -Dade, SIX na s are required. Apply 1' diameter spots of asphalt roofing cement under each rob comet Asphalt roofing cement meeting &N W86 W 11 is suggested. sot mo (bm n" 4dehe ow "etv o,Nel r enanj. Ftgum t!-3: Ilse Pluna/4for on" tAl nand Stale shkt* Slx nedt (Ago nY t,eraasa ow, oeAn niloAo open} Fo" 11;3,t are RU narls and e4* sport of rupbaU rooft em m! under eacb rob comer, CAUTION: Excesslre use. of roofing cement can cause shingles to blister. 6.3.6.1 Hip & Ridge, Option 1: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle Ridge" hip and ridge shingles. 6.3.7 Patriot': LOIN MD SU" MD SLOPE STEEP SLOPE Use FOUR nails for ewry full shingle located as shown below. Use FOUR nails and four spots of asphalt roofing cement for owy full 7. LABELING: SoolsM bt/b'•. »-t t25m+aj j t a5°n°}` ttseaxe, shingle as shown below. Asphalt roofing cement meeting ASTM D4596 1pe 11 is suggested. Apply 1'(25 mm) spots of asplialt roofing cement as shown. CMION: Excmive use of roofing cement can cause shlagles to blister. hip' roare) ?•RS oml-" t 1SErmT) T r" Nit" cont f A f- 6 -to -H` tmr Hip & Ridge: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Ridge'" or Shangle Ridge'" hip and ridge shingles. 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of 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 named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC —QUA962S; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R9 CariftteofAutha kotton#9503 FL5444-R8 Revision 9: 03/06/2015 Page 9 of 9 ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, 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 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM 07158, Class H 2008 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL(TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D71SS OSNK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D71SS 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & 03462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, 03462 & D71SS 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT'"' 25, XTr" 30 and XTTM 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.2 Carriage House Shangle®, Centennial Slate'", Grand Manor Shangle•, LandmarkTM, LandmarkTM IR, Landmark'" Pro, Landmark'" Premium, Landmark`1 TL, LandmarkTM Solaris and Landmark'° Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 Presidential Shake'"", Presidential Shaker" IR and Presidential Shake TL— are fiberglass reinforced, architectural asphalt roof shingles. 4.4 HatterasTM, Highland Slater" and Highland Slater" IR are fiberglass reinforced, 4 -tab asphalt roof shingles. 4.5 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.6 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow RidgeTM, Cedar Crest'"' and Cedar Crest''" IR are fiberglass reinforced accessory shingles for hip and ridge installation. , 4.7 Any of the above listed shingles may be produced In AR (algae resistant) versions. Exterior Research and Design, LLC. Evaluation Report 3S32.09.OS•R9 Campeote of AuthorizaVon #9503 FL5444-R8 Revision 9: 03/06/2015 Page 2 of 9 6.3.3.1 Hip & Ridge, option 1: Shadow Ridge' 12, 30rmm) f 6 050mm) (150fnm) Notch for t2 torAbPrreMto i eJte Top Edge d dte PfPt11$ (180n Captor (125m) E%po too ED" Dit»tt M 1pgnY,m) — Laying Noteh I D Pow J„vnfldll I I 1 RINITY I ERD 9/8 m) 41511t; i!5/44`15/4!541511T— 112125mm) 025mm) Nom for r 131/d m131mm)Notchas for Aligmnemt d the Prevbus 7518' the Top Edge Captor5518(141mm)6cposun Ali" Dttnenalon AfjM.1310: Ue.kryfignotclar h cgnler tbblgku on blps and rfrlM and to beats tbeoondct Comm Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.3.3.2 Hip & Ridge, option 2: Cedar Crest', Cedar CrestTM IR Use two fasteners per shingle. For the starter shingle, place fastener 1 -inch from each side edge and about 2 -Inch up from the starter shingle's exposed butt edge. For each full Cedar Crest shingle, place fasteners 8 -5/8 -inch up from its exposed butt edge and 1 -Inch from each side edge. Exterior Research and Design, LLC. Cerfykate ofAuthorkatlon #9503 Evaluation Report 3532.09.05-R9 FL5444-R8 Revision 9: 03/06/2015 Page 6 of 9