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HomeMy WebLinkAbout326 Appaloosa CtCITY Of Building & Fire Prevention Division Sk�4FOIF 1 �pj� PERMIT APPLICATION pplication No: gY: Documented Construction Value: $ Job Address: 02—(a 4 e- ( Historic District: Yes ❑Nog Parcel ID: `� 20 _ 3 -Q©O�c� i Residential❑ Commercial[] Type of Work: New❑ Addition❑ Alteration ❑ RepairX Demo ❑ Change of Use[] Move ❑ Description of Work: Plan Review Contact Person: Y V \ati. << yvkq SS tL' Title: d (d AZ A' Phone: 4 a7- 2©3-q 9 Fax: Email: Property Owner Information Name ti Lo. Phone: -I 07 - % X0 O 9 B i� Street: 'Z �c 4100aja e Resident of property? City, State Zip: `�� Contractor Information V" Name LC,,A_�L ( Phone: 3 _" 1OOT Street: SLAIN 4- �. Fax: City, State Zip: rork State License No.: C,©& 0 3 ct Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: 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: 611 Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permitthere 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 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 zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent 15ate �Y24, Lkw .%1('eW C1 1 -actor/Age e?s Name USA ANTONINI Notary Public -State of Florida " ' My Comm. Expires May 21, 2018 Commission # FF 125,5 Colatra�ctort� rsral to Me or Produced ID mType of ID 1Z( BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Construction Type: Total Sq Ft of Bldg: Electrical ❑ Mechanical ❑ Occupancy Use: _ Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Plumbing❑ Gas❑ Roof ❑ Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application THIS INS a TPREP �E S Name: 'v�i, Address; WV -!ftpft Permit Number, r1111111111111111pill 11111111111IN GRANT MALOYr SEMINOLE COUNTY CLERK, OF CIRCUIT COURT J COMPTROLLER BK. 9086 P5 1817 (1P3s1 CLERKIS 0 2018025105 RECORDED 03/06/2018 0001:28 PM RECORDING FEES $10.00 RECORDED BY Ildevore Parcel ID Number; „� �' ' 7W 0�>") �- k Z vU 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. I. DESCRIPTION OF PROPERTY; (Legal description of the property and street address if available) 2. GnNER4 DESCRIPTION OF IMPROVEMENT: l 3. OWNER INFORMATION--ttO�aR LESSEE INFO ATION IF THE SEE C CTED FOR E IMP ENT: Name and address: s sCsst CQ , 4 i Cif �p t :`�� 1 I -C Interest in property: ( t Fee Simple Title Holder (if other than owner listed above) Name: 5-,37J Sink, Address: 4. CONTRACTOR: Name: Phone Number. Address: S. SURETY (If applicable, a copy of the payment bond Is attached): Name: Address: Amount of Bond: S. LENDER: Name: Phone Number. Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section T13.13(1)(a)7., Florida Statutes. Name: Phone Number. Address: 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 i 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 SI FORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY $EEO COAMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Of Of i� ��1 County ofj�� 6�V sr%olpg Instrument was acknowledged before me qs G) rd day of by who has produced identlficationXtype. of Identification AC 2Z-n- LIMITED POWER OF ATTORNEY I hereby name and appoint warren Grewal fact to act for me and apply for a Reroof Permit performed at the location described as: Date: 3-20-18 to be my lawful attorney in permit for work to be .3Z�v (Address of Job) FF JCL Le rug# (Owner of Prope ty) And to sign my name and do all things necessary to this appointment. (Signature ofCertifie `Co tor) Mark B Massey - CCC 1328914 (Printed Name of Contractor and License Number) STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this 20 day of March 20 18 by Mark B Massey , who is 21 personally known to me or has ❑ produced (type of identification) as identification and who did take an oath. 4L— i nature W ofKPAic" State o orida -vi�' A (-. Z-�-(-An � - Print/Type/ to Name of Notary u (SEAL) PYP// TRACY C. F'RATES State of Florida - Notary Public Commission # FF 197732 ;h Pr My Comm. Expires 02-09-2019 Bonded Through Florida Notary Association, Inc. February 2018 Insurance Co, " �•�� Claim #��' Ad'jusler, Na:me�_ 'fifes sm poseS�CSC.� i"6�►MC.fD construction group, inn. Phone: <; t Email_ IVGJ �4+on i ry%seEJA = C"da ® 9+A Q& (407 ) 203-948.8 • w a v.idois;seyconstruct ongroup.corn •'�"`' Contracting Rep: Name; License #: CCC132891'4 • CUC0572'84 CGCO60,399 Number. ?tom 1- =I-V a. "= �►� Emarlt� ry.aa`�sll� tr Property Owner - Name Phone Vftrk Phone Date Proporty Address: .lob Address �`[- Name - City. Stale 8 Zap Billing Address Des,crtpbon of Work: Ridge Culp it. Onchadcdi} Recover Roof With „ ftf Put �. s•� � [ � sq. ?'&ts pers4= S Teaar off of _St%_h Layers 8 Ref+elt with _ _ 0 linniunVIOlt a Tear OR @ S, _&Mib�r sq.- Typo c1 Suing a,.►� Add Lay To @ S _ per sq = 5 Col'lororShira.a'tc*. d it _•. Eaves; Opon eased Herw valleyzs- *111 Replace tool jacksWhere needed InsT6111 ti,� lect �.� araCGit int pi 4r> Number of Structures m p m Provideat yearworkmanshipguarantee ao 8o-daywarranty 'on all'909 rollod vcc.&V (indWing bubbling) �Irr try f tee 3 Water shield � lf•.Q S 44/_r per 1S.= S, _-S' Ta63MLOM Md'erlllry ent ram. f ►5?_ g persq,°-S 90a h2.r,xk ".ra atS tf. (' S _ per tf,, 5 r%p Edge IL ChL per tLa $ � • �� :eawpxQ•, (9? 5 per, sq.-''S S s;err'_.•7�' p.?.r �4fd1' f'ay7$i'w`$1.�', S'q. i@ S, -✓, '. per Sq•= S No Irkierior Damage wig be covered unless Warior in.,pcC60n rL rer.cra,: Feadwall Flashing, per ifs= 5 pick` to comn-ji king proposed work p Flashing ll,. @ S Per ,1f,= S • Seal around sit vents, pipes and fkaSbJn9s. C ri;nrat�y Firishirrt _ aa. t'�each- ear $ • Clem �p and hauiaway trash • Furnish all materials and labor Flashin 9 ZcyZ � ate. � �•'''� � a>'a.1�!'S "�r � eaa'rn' 3 ��► • 'Unless olherw+.so sdatCd ire this .e*n* 1 Lfhe rep(soemeal oa d'eRaric�'a"'W decking- fascia boards. roof jadS. vtMilalcts, 034hl[V 01 Other Ma;eliiaS are ejO nWerit. � 5ht ` � 5 +emsX7 a�G4h=S 4-TO irrt� and will included as an c ara cii arge a+n'' a t rind mazetbi @axis. • All rmpierif is gu3taWeM to be dS!tptaCffiCd. . All work is to be eornptezed in a aairkrnebiike manner .according to standard practices. Under the ferias of this crtn;ract the wockmanship warrawii, is not effoctiwo vatii payment is made In tuli, R,elAxemcm al delt6omted decking, fascia boards, roofjpckg, venWaa:;acs„ Lashing or ouhw materials, unless otherwise slated In this contract, are not iincluded and will. be &aaWd a5 an ewa on a bma and rnsaerJbt basis, • Sow&fing w be made based are date *ved but limited `to availsbilityof materials and crow , and wiMther foalf torn,; Reniove land reset dishlanterrna 'S each'= S. Re•dectK gtaAa�,*� ?,!+Y� tt @5 :.fir i each.5 !CZ Misc. ca,t.'e' +a.. CAS each=5 '4r Op o b made in Etag Upon Cocriplellon: (Initial} s' m nt i "to lei t arm+' n3 Ti rit5 p i-pitel tend atpproval. 1n shwiJow a supp►omenls Ifor additional work Oro nOCVSsary, outside -tat ,the Proposal Amou,nt:laaaayC-*n81ruclornGrottp herby pToposes to furnish material and tabor„ in accordance wAb abonre *edlicallon5, and pumuant-1e tb& "Contract Terms" IrKluuddeed iin--tthiiss Agreement (please seethe reverse side). for the stem at 9 \ \ •'r'ro... s�� '``,.,►. Dollars Salesperson Signature: Date: Date of Acceptance< t have read and a iderstand L" terms 8 condiftrrs listed on Rae bac�ol MIS ton ram Contractor's lirrillialap Massey Comtmctld°' - Rooms Contrail Page 1 of 2 Property Owner`s i:nitialy SCPA Parcel View: 18-20-31-506-0000-1280 Page 1 of 2 f/Davia *ft"W, CFA PAPPH9R ficnaratx.rcairnv n.oRn� Property Record Card Parcel: 18-20-31-506-0000-1280 Property Address: 326 APPALOOSA CT SANFORD, FL 32773 Parcel 18-20-31-506-0000-1280 Owner SUTLIFF, HARLEY SUTLIFF, JESSICA S Property Address 326 APPALOOSA CT SANFORD, FL 32773 Mailing 326 APPALOOSA CT SANFORD, FL 32773- Subdivision Name BAKERS CROSSING PHA E 2 Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2013) 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings M j 1 i 1 Depreciated Bldg Value $167,962 �i-$-158,322 Depreciated EXFT Value Land Value (Market) $34,000 $34,000 Land Value Ag Just/Market Value *' $201,962 1$192,322 e Portability Adj Save Our Homes Adj $71,782 $64,820 Amendment 1 Adj $0 - P&G Adj $0 $0 Assessed Value __ $130,180M $127,502 Tax Amount without SOH: $2,874.25 2017 Tax Bill Amount $1,639.98 Tax Estimator Save Our Homes Savings: $1,234.27 Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $130,180 $50,000 s �$25,000 _ $80,180 Schools y�Wy j $130,180 $105,180 City Sanford $130.180 $50,000 $80,180 SJWM(Saint Johns Water Management) _ 1 $130,180 $50,000 $80,180 County Bonds ®t $130,180 $50,000 $80,180 Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 2/1/2012 107755 0038 $130,000 No Improved CERTIFICATE OF TITLE 11/1/2011 07669 1700 $100 No Improved WARRANTY DEED WARRANTY DEED _ 4/1/2004 9/1/2003 i 05328 05039 1967 0919 $189,000 $227,000 Yes No Improved Vacant Method Frontage Depth Units Units Price Land Value LOT 1 I $34,000.00 , $34,000 Building Information Year Built # Description Actual/Effective Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages 1 j � 2004 � 10 � 41 3_0 i 1,361 2,778 � 2,321 � $167,962 � $176,338 � Description Area http://pareeldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=l 8203150600001280 3/21 /2018 SCPA Parcel View; 18-20-31-506-0000-1280 Page 2 of 2 SINGLE FAMILY Permits CB/STUCCO FINISH GARAGE 1424.00 FINISHED OPEN PORCH 33.00 FINISHED UPPER STORY 960.00 FINISHED Permit # Description Agency Amount CO Date Permit Date 02805 PAD PER PERMIT 326 APPALOOSA CT i SANFORD $101,208 1 3/31/2004 9/9/2003 Extra Features Description Year Built PATIO NO VALUE 15/1/2004 Units I Value I New Cost $0 http://parceldetail-scpafl.org/ParceiDetailInfo.aspx?PID=18203150600001280 3/21 /2018 JOB ADDRESS: Z PERMIT # /9 " /4 Building & Fire Prevention Division RESIDENTLIL RE ROOF SCOPE OF WORK r r7) / e �' 3 2 STRUCTURE TYPE: SINGLE FAMILY RESIDENCE/TOWNHOUSE O MOBILE HOME O APARTMENT/CONDOMINIUM RE -ROOF TYPE:-QkEPLACEMENT (TEAR OFF EXISTING ROOF AND REPLACE WITH NEW COMPONENTS) O RE-COVER (NEW ROOF INSTALLED OVER EXISTING ROOF DECK TYPE (PLEASE SPECIFY: **PLEASE NOTE: ONLYr10000 SQUARE FEET OF THE EXISTING DECK IS PERMITTED TO BE REPLACED ** ROOF VENTILATION: `� OFF -RIDGE O RIDGE OSOFFIT OPOWERED VENT SKYLIGHTS: O YES qNO IF YES, PLEASE PROVIDE FLORIDA PRODUCT APPROVAL #: MAIN ROOF AREA ROOF SLOPE: O LESS THAN 2:12 O 2:12 - 4:12 r9 4:12 OR GREATER O TURBINES TYPE OF ROOF MANUFACTURER FLORIDA PRODUCT APPROVAL HINGLE �r' n�( C' FL# 'G J `1t O METAL FL# O MODIFIED BrnimEN FL# O TORCH DOWN FL# OINSULATED FL# O TILE FL# OTHER: 6'` no n 1 ti FL# % UL C ROOF EXTENSIONS (PORCHES, PATIOS, ETC.) **IFAPPLICABLE** ROOF SLOPE: O LESS THAN 2:12 O 2:12 - 4:12 O 4:12 OR GREATER TYPE OF ROOF MANUFACTURER FLORIDA PRODUCT APPROVAL O SHINGLE FL# O METAL FL# O MODIFIED BITUMEN FL# O TORCH DOWN FL# O INSULATED FL# O TILE FL# O OTHER: FL# CITY OF Building &Fire Prevention Division SkNFORD RESIDENTIAL RE -ROOF POLICY & PROCEDURES FIRE DEPARTMENT PERMITTING REQUIREMENTS — NO PLAN REVIEW REQUIRED THIS DOCUMENT (SIGNED) ALONG WITH AN ACCURATE AND COMPLETED RESIDENTIAL RE -ROOF SCOPE OF WORK ARE REQUIRED TO BE SUBMITTED AS PART OF YOUR PERMIT APPLICATION. THE SCOPE OF WORK MUST INCLUDE ALL APPLICABLE FLORIDA PRODUCT APPROVAL NUMBERS FOR ALL ROOF COMPONENTS THAT WILL BE INSTALLED ON THE PROJECT. A PERMIT WILL NOT BE ISSUED WITHOUT THESE DOCUMENTS. COPIES WILL BE MADE TO POST ON THE JOB SITE. "PROJECTS LOCATED IN THE SANFORD HISTORIC DISTRICT WILL REQUIRE PLAN REVIEW AND APPROVAL BY THE SANFORD HISTORIC PRESERVATION BOARD INSPECTION POLICY & PROCEDURES A FINAL ROOF INSPECTION IS THE ONLY INSPECTION REQUIRED FOR RESIDENTIAL (SINGLE FAMILY, TOWNHOUSE, MOBILE HOME, APARTMENT AND/OR CONDOMINIUM) RE -ROOF PERMITS. THE FOLLOWING IS REQUIRED TO BE PROVIDE ON THE JOB SITE: • PERMIT CARD, POSTED IN A CONSPICUOUS AND WEATHERPROOF LOCATION • COMPLETED RESIDENTIAL RE -ROOF SCOPE OF WORK • COMPLETED AND NOTARIZED INSPECTION AFFIDAVIT • ALL FLORIDA PRODUCT APPROVAL AND CORRESPONDING INSTALLATION INSTRUCTIONS (PRODUCT APPROVAL SHALL MATCH WHAT IS ON THE SCOPE OF WORK) • DIGITAL PHOTOGRAPHS (MUST INCLUDE THE PERMIT NUMBER OR ADDRESS IN EACH PICTURE) o EACH PLANE OF THE ROOF, SHOWING THE UNDERLAYMENT INSTALLED o ROOF DECK NAILING PATTERN & SPACING (INCLUDING A MEASURING DEVICE OR RULER) o ROOF DECK NAILS USED (INCLUDING A MEASURING DEVICE OR RULER SHOWING SIZE OF NAILS) o UNDERLAYMENT PATTERN & SPACING (INCLUDING A MEASURING DEVICE OR RULER) o DRIP EDGE & VALLEY ATTACHMENT (INCLUDING A MEASURING DEVICE OR RULER) o SHINGLES INSTALLED, NAIL PATTERN AND LOCATION OF NAILS • SKYLIGHTS (IF APPLICABLE) o DIGITAL PHOTOGRAPHS SHOWING ALL INSTALLATION COMPONENTS, PER FL PRODUCT APPROVAL o DIGITAL PHOTOGRAPHS SHOWING ALL REQUIRED FLASHING, PER FL PRODUCT APPROVAL FAILURE TO FOLLOW THESE SPECIFIC GUIDELINES WILL RESULT IN AN AFFIDAVIT PROVIDED BY A FLORIDA DESIGN PROFESSIONAL (ARCHITECT OR ENGINEER), CERTIFYING FBC CODE COMPLIANCE BY PERSONAL INSPECTION. CONTRACTOR (OR OWNER/BUILDER) SIGNATURE: / j DATE: TRINI"T ERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada (551) 574-2939 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203) 262-9245 Evaluation Report 111980.11.08-R4 FL11602-R4 Date of Issuance: 11/03/2008 Revision 4: 10/10/2017 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 61h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Titanium'"" 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) 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 7. 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 10/10/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD 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. ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: TitaniumT' Roof Underlayments, as produced by Interwrap, Inc., have demonstrated compliance with the intent of the following sections of the 61h Edition (2017) Florida Building Code through testing in accordance with applicable sections the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.1.1, T1507.1.1 Unrolling, Breaking Strength, Pliability ASTM D226 2009 1507.1.1 Tear Strength ASTM D1970 2015 1507.1.1, T1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 (04-12) 2012 TAS 110 Accelerated Weathering TAS 110 2000 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties 115010.04.09 04/29/2009 ERD (TST6049) Physical Properties 115010.05.10 05/14/2010 ERD (TST6049) Physical Properties 135520.06.11 06/15/2011 ERD (TST6049) ASTM D226 138010.08.11 08/11/2011 ERD (TST6049) Wind Uplift 135520.08.11-1 08/12/2011 ITS (TST1509) ASTM D226 311801000Q-003 04/26/2007 ITS (TST1509) ASTM D226 3130639COQ-002A 08/21/2007 ITS (TST1509) Physical Properties 3126617COQ-005 10/31/2007 ITS (TST1509) ASTM D226 101823107COQ-011 01/23/2015 PRI (TST5878) ASTM D1970 OCF-341-02-01 09/20/2017 PRI (TST5878) ASTM D1970; Tear strength OCF-331-02-02 10/03/2017 PRI (TST5878) ASTM D1970; Tear strength OCF-332-02-02 10/03/2017 PRI (TST5878) ASTM D1970; Tear strength OCF-334-02-02 10/03/2017 ITS (QUA1673) Quality Control ITS Listings Current ITS (QUA1673) Quality Control Service Confirmation 09/30/2017 4. PRODUCT DESCRIPTION: 4.1 Self -Adhering Underlayments: 4.1.1 TitaniumTM PSU-30 is an unreinforced polymer modified bitumen material adhered to the underside of a polymer -coated, synthetic woven sheet. The underside is backed with a release film. Unit weight 24 Ibs/square. Meets ASTM D1970 as a single -layer and meets FRSA/TRI April 2012 when used in 2-ply system. 4.2 Mechanically Fastened Underlayments: 4.2.1 TitaniumTM UDL-25 is a synthetic sheet -type underlayment comprised of a woven core coated on one side with a polymer coating. Unit weight 2.5 Ibs/square. Meets FBC 1507.1.1 (Exception). 4.2.2 TitaniumTM UDL-30 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a polymer coating. Unit weight 4.0 Ibs/square. Meets FBC 1507.1.1 (Exception). 4.2.3 TitaniumTM UDL-50 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a polymer coating. Unit weight 4.7 Ibs/square. Meets FBC 1507.1.1 (Exception). Exterior Research and Design, LLC. Evaluation Report 111980.11.08-R4 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R4 Titanium Roof Underlayments Revision 4: 10/10/2017 Page 2 of 7 TRINITY. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither T,rinityJERD 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 FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Titanium'"' 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 Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: 5.5.1 "Foam -On Tile" is limited to use of following Approved tile adhesives / underlayment combinations. TABLE Adhesive IA: ALLOWABLE'TILE ADHESIVE % UNtiERI Florida Product Approval AYNfENT C©M$INATION$; Underlayments Dow TileBond'"' FL22525 Titanium PSU-30 (Silvassa, India) ICP Adhesives Polyset® AH-160 FL6332 Titanium PSU-30 (Silvassa, India) 5.6 Allowable Substrates; Titanium PSU-30: 5.6.1 Direct -Bond to Deck: ➢ New untreated plywood; ➢ Existing untreated plywood, primed as needed with D41 primer to achieve bond. 5.6.2 Bond to Mechanically Attached Base Sheet: ➢ ASTM D226, Type I or II felt. ➢ Titanium UDL-30 (primed with D41 primer) or UDL-30 (inverted). 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approvalfor Overturning Moment Resistance Performance. Exterior Research and Design, I.I.C. Evaluation Report 111980.11.08-R4 Certificate of Authorization #9503 6F" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-114 Titanium Roof Underlayments Revision 4: 10/10/2017 Page 3 of 7 5.6.3 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 FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure = -45 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) ASTM D41 Underlayment: One or two plies, Titanium PSU-30 (Silvassa, India), self -adhered #2 Maximum Design Pressure = -30 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30 (inverted) Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to: penetrate through the thickness of deck not less than 3/16-inch with min. 32 ga., 1-5/8" diameter tin caps Spacing: 6-inch o.c. at 4-inch wide side laps and 12-inch o.c. at three (3), equally spaced center rows. Primer: ASTM D41 primer required at all tin -caps. Underlayment: One or two plies, Titanium PSU 30 (Silvassa, India), self -adhered #3 Maximum Design Pressure = -30 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30 (printed side up) Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min. 32 ga., 1-5/8" diameter, tin caps. Spacing: 6-inch o.c. at 4-inch wide side laps and 12-inch o.c. at three (3), equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: One or two plies, Titanium PSU 30 (Silvassa, India), self -adhered #4 Maximum Design Pressure = -45 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30 (inverted) Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min. 32 ga., 1-5/8" diameter tin caps Spacing: 6-inch o.c. at 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced center rows. Primer: ASTM D41 primer required at all tin -caps. Underlayment: One or two plies, Titanium PSU 30 (Silvassa, India), self -adhered #5 Maximum Design Pressure = -45 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30 (printed side up) Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min. 32 ga., 1-5/8" diameter tin caps. Spacing: 6-inch o.c. at 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: One or two plies, Titanium PSU 30 (Silvassa, India), self -adhered Exterior Research and Design, LLC. Evaluation Report 111980.11.08-R4 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R4 Titanium Roof Unde layments Revision 4:10/10/2027 Page 4 of 7 aINI ! ERD 5.6.3.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Titanium UDL-25, Titanium UDL-30 or Titanium UDL-50 shall not be left exposed for longer than 30-days. Titanium PSU-30 (Silvassa, India) shall not be left exposed for longer than 90-days. Titanium PSU-30 (Brentwood, NH) shall not be left exposed for longer than 30-days. 5.8 Tile Slippage Limitations [per FRSA/TRI April 2612 (04-12)1: When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE r2: TILE SLIPPAGE'LIMITATION5 FORIDIRECT-DECKT)LE INSTAtLAT10N5 Underlayment Tile Profile Staging Method MaximumSlope Flat Max. 10-tile stack 5:12 Titanium PSU-30 (Silvassa, India) Lugged Max. 10-tile stack 6:12 6. INSTALLATION: 6.3.2 Fasteners: Mechanical attachment of Titanium UDL-25 and Titanium UDL-30 is limited to ring shank roofing nails with minimum 1-inch diameter plastic caps. Mechanical attachment of Titanium UDL-50 is limited to ring shank roofing nails with minimum 3/8-inch diameter heads; ring shank roofing nails with minimum 1-inch diameter plastic caps; screws and plates; or plastic cap staples. 6.3.3 Slopes of 4:12 or greater: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Minimum attachment shall be 12-inches D.C. vertically and 24-inches D.C. horizontally in accordance with the surface markings on the exposed face of the underlayment. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. Exterior Research and Design, I.I.C. Evaluation Report 111980.11.08-R4 Certificate of Authorization #9S03 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-R4 Titanium Roof Underlayments Revision 4: 10/10/2017 Page 5 of 7 i TRINITY. D 6.3.4 Slopes of 2:12 to less than 4:12: Double layer application; begin by fastening a 25-inch wide strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.3.3, but maintaining minimum 25-inch side (horizontal) laps, resulting in a double -layer application. 6.4.1 Shall be installed in compliance with the codified requirements for ASTM D197O underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.4.2 Direct -to -Deck with Mechanically Fastened Roof Cover: Cut manageable sections and re -roll with the release film side out. Membrane Application: ➢ Peel back release film approximately 1 to 2 feet and align with the lower edge of the roof and set in place, printed side up. ➢ Apply the balance of the membrane to the substrate by removing the film and firmly pressing the membrane into place. ➢ Apply subsequent courses parallel to the eave in a shingle -type, water -shedding manner. ➢ End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum 3-inches. ➢ If the membrane becomes misaligned, cut the roll and re -start. ➢ Upon completion, inspect the membrane and repair any defects or fish -mouths. The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Interwrap for approved sealant or mastic types. 6.4.3 Tile Applications [Titanium PSU-30 (Silvassa, India) only: Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2 herein, and Interwrap published requirements for tile staging. Interwrap specifies minimum 24-hour cure time after installation, before loading of roofing tiles. Exterior Research and Design, LLC. Evaluation Report 111980.11.08-R4 Certificate ojAuthorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL11602-114 Titanium Roof Underlayments Revision 4: 10/10/2017 Page 6 of 7