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HomeMy WebLinkAboutSUBMITTED PAPERSi k i OFFICE USE ONLY DATE FILED: �� PLAN REVIEW FEE: RECEIPT NO.: CONCURRENCY FEE: RECEIPT NO.: 1. 2. 3. 4. 0 PERMIT NUMBER: 1 \o !:Z5 c �16 CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED J - PLANNING & DEVELOPMENT SERVICES DEPARTMENT JNTYBUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 8C 772-462-1553 y St LUci� &I APPLICATION for BCount BUILDING PERMIT y CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION LOCATION/SITE ADDRESS: (ooc>q So�`� i,n�;a �. Vas �r �y F ►�`�rc PROJECiAME:3- 1— , I =S ACU,1jmAITE PLAN NAME: PROPERTY TAX ID #: .3 L(O I - 4[3 ` - 600 ( _ OC.C� - I LEGAL DESCRIPTION (attach extra sheets if necessary): 13 6 z/D IU 2 O /j o1 S� S3 ACC eT LS- 3 Yf9 F �� C `R% FCC R-LesS�>,d �i� Dr R1w �13.2� C 17�/y��6yo n l770-63' PLAT BOOK 17 7 O 6. PAGE NO. O G 3 7 7. BLOCK NO. 8. LOT NO. PARCEL SIZE (ACRES/SQ FT.): '] fi or LOT DIMENSIONS: 10. COMPLETE 1WDESCRIPTIONOF CONSTRUCTION PROJECT OR WORK ACTIVITY: 2 KA F 10 er RwAd4_,o [on-cr&j e-nd 3twno4r Siruj o v &- . 11. SETBACKS (ACTUAL) FRONT:.. BACK: RIGHT SID • LEFT SIDE;_�- 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ICJ EXPANSION/ADDITION [ ] INTERIOR RENOVATION [X] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [?q OTHER (SPECIFY) RA Q�9Q ; � t� R j'jI. hA Fl o10'- baA co 1,13. DESCRIPTION OF PROPOSED USE kiS Work p roc7iOl2S CC eAG1A(�� +n �X��2`��oC�l Un�.On dL1I�l, 14. SQ. FT OF CONSTRUCTION: q 17 S, F. 15. SF. FT 1 st FLOOR: 16. VALUE OF CONSTRUCTION: $ 3 2 4 o0o, oo The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 UPDATED 6/25/09 OWNER INFORMATION NAME: 7gjiy�rrcz ADDRESS: %o( S �nc� iC�YL 1<i LlNs DI'i J `rL CITY: ,Fo r`� i ��c� STATE: i c�q II ZIP: 3 V2g2 PHONE (DAYTIME): O� (.ay 762 j Email: WA IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. n FEE SIMPLE TITLEHOLDER: -,D .roIT ve- S Abode ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): (___) CONTRACTOR INFORMATION ST. of FL REG.CERT #: C G �' n ;Z 2- G q i ST. LUCIE COUNTY CERT #: �n BUSINESS NAME: ( � i lM(�t—Dc-T1 -- 'Rill, �/�(coSS oAC . QUALIFIERS NAME: W ADDRESS: 7 (f( 9 ��, t> ; CITYA & y Ao & -k't & 0.c STATE: �: k Z_IIP: -3 10,2 l' PHONE (DAYTIME): �) ��16 °` 7 �, y FAX NO. 7 - 7 6© O "ygf�—Email: "t—e ft6 r RsCb Q C . yt ARCHIT/ENGINEER: T E -v-L Webb. ADDRESS: fly +� S ,1t►Korto— CITY: si. LU-r- i&- PHONE (DAYTIME): %( 72) BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: 1- . STATE:. H. ZIP: 3 q I,? L f STATE: STATE: ZIP: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. 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 the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. C U ! + _ C•OO NTRyAC+�T©12# G4�� Tt E STATE OF FLORID F' COUNTY O The foregoing instrument was acknowledged before me this N' day of Mp'"I 20 whoispersonally known or has produced (OSl as identification. Signatu a of Notary c� CONTRACTOR SIGNATURE STATE OF FL,QA / � rl COUNTY OF l� L �—fi The foregoing instrument was acknowledged before me this,�fVday of , 20, by©�] who i pe�knownor has produced as identification ANGELA M. HUFF Commission No. �v . M UM E�NAND]PAGI MYXPIRF -Apr']SION EE201530 (1A rCo � :�o. FXP1R�G.p�1�ZO15 ( al) Notary Public - StatBondedThruNotaryPublicUndenvriters My Comm. Expires D�I�Commission #F EE NOTE: TWO (2) SI SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLY BP #: 17015 u 410 SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # 1 ST FLR ELV MAX 7GT I CONST TYPE OCCUP TYPE MAX OCCUP . # OF FLRS WATER SEWER SPRINKLERS STOR II WATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE AREA FEE FEE (RADON) LIBRARY PUBLIC BLD BIC BLD PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE FEE GENERAL SCHOOL IMPACT OAD IMPACT CREDIT Y N LAW ENF IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES' REQUIRED PLU=B FEES DATE SENT TO ADDRESSING: REVIEWS FROVT ZONING SUPER ISOR PLANS VEGET TION SEA TURTLE MANGROVE CO ER PEVIEW REV W REVIEW REVIEW REVIEW REVIEW DATE RECEIVED -� DATE --� ' ` / COMPLETED INITIALS I I I PLANNING & DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY CU�Q— 1 CCZ will be using the following sub -contractors for the (Company/Indivi u 1 Name) 1 S project located at (o005t �, U ee- ''�)-r r®r C V erq e_ 3q�?S2 (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical Plumbing HVAC/ Mechanical Roofing �T, A, _T r Gas nV1W1P1 'FJQ1 nlVi.V. PERMIT ISSUE DATE: NUMBER: —®� PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR 'AGREEMENT St. Lucie County Contractor Certification Number: �`3P/ /n State of Florida Certification Number (If applicable): 1 - 11 k_�I Pl �i©© F�q , �� . have agreed to be the (Company Name/Individual Name) (� y sub -contractor for G 1 $ N� l,• (Type Trade) (Primary Cont actor) for the project located at 9 ")_EVAIW� IUt�i( rl I/l°T'' PiPa(i , (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIINI t',,SIGNATURES ARE REQUIRED ' ©l SIGNATURE PRINT NAME DATE Business Name: Address: City/State/Zip: Phone: OFFICE USE ONLY: PERMIT # ISSUE DATE 5/14113 Florida Power & Light PPL. Bill Statement Customer Name: GUS GUTTERREZ Service Address: 6009 S INDIAN RIVER DR FPL Account Number. 2034895165 Service Dates: 03/13/2013 to 04/11/2013 Statement Date: 04/1 1 /2013 next Scheduled Read Date: 05/14/2013 View.Bagk;iif:ttie Bilt I view.,M11--insert PreNous Bi11s - inderstandina Your Bill Access.AnotherAccount I Fhe a -mail address we have for this account is SBCMARGIEr✓u GMAIL.COM. lccess e-mail update to make changes. 'i Print L Save 1 'II Amount Payments Additional activit alance befor ew charges otal amount ew charges ofyour (_) (+ or -) new charges M you owe due by last bill (_) (_) 137.43 137.43CR 1 0.00 0.00 326.37 1 $326.37 1 May022013 Pay.'Onlirie Amount of your last bill 137.43 _Payment received - Thank you 137.43CR Balance before new charges $0.00 New charges (Rate: RS-1 RESIDENTIAL SERVICE ) Electric service amount 298.10** Storm charge 4.67 Gross receipts tax 7.76 Franchise charge 15.84 Total new charges $326.37 Total amount you owe $326.37 -Payments received after May 02, 2013 are considered late; a late payment charge, the greater of S5.00 or 1.5% of your past due balance will apply. Your account may also be billed a deposit adjustment. -As part of a four-year rate agreement approved in 2012, a base rate increase will take effect in 30-60 days when a new power plant begins serving you. It will be largely offset by a fuel charge reduction thanks t'o't'he plant's advanced efficiency. Visit: FPL.com/answers -The number of days included in your bill. can vary month to month. So even if you use the same amount of energy per day, your bill may be higher next month due to greater number of service days. Visit www.FPL.com for more information. Meter reading - meter ACD5225 Current reading 56406 Previous reading -53429 kWh used 2977 Energy usage Last This vPar vPar htlpsJ/app.fpl.conVAccountlnfo/Accountinfo?command=lastStatement&wtsN=14 1/2 a Z .fie I a-goi .................................. JrnlUpWV enainag 1011pozd -V/m ❑ ON ................................ I........ uota�o laa� oouugdu[OD pro? PUM papas ON ® 99A El............................... ................................. suol uinowD �Vjaua pauvis ......................:..... . ...... solot��inoi�� �, Iunu�Y�i z® « f„ ienut ON vim ON ❑ sa1� Cl............ mid iooid uo duze�S ��ad luouu{stiqvisa P°Od jAa dad g�i�agl .V/N ®ICI ❑ S;2k ❑ ................ Upid zooid PU9 SOAMS uo podumIS ItnoaddV ivau=d0G TfwR ....................................... sjovgrS pUU u011Vn0I$ /�I ® OBI [] s�1��] ........ aooi3 Pa-qsR3 suogsuau�� ��� mid �°id Yo s�anms pai�aS �Z) °Ak.L .........:........... . ...... "cl ojjS poAoxddv jo saidoo (£) aazt[Z saw.......................................Cd ired put, sucdrospuga V/� ON ED ❑ ON C] sa�� .. . ... . ........... / zaaurguA Aq paAoaddv pull pamaui U savIa ssn ij, /N ON saw r................... Fos posiuu lwanio-T / aaupua ggm suu(d jo has oloidUU00 . V/N101 ON ❑ Sax[] ............................... paooaa jo loz duuo ................................. • Itu[zad iueoUaag .u014sIaa� V/N,,El ON ❑ SO .................................................. Jdiaaag Juauusud ao WolopazS� �ui?�Il V/m ® ®ICI ❑ uau�avo .......................:................... a o0 uazu o�o a o�o� paps ag - -_ Y/ON ❑. .......................................... jjA-UPWd PWJ PORIJ / ® ® Sam ❑ .......................... :gA-CPUJV 0. OR zaPffn / aaumo VIN , ] ON ❑ sax ......................................... � tTlow zapin El / jaumo ON f ........::..................................... saan�vajS pulSpo gluri sl.uauS Taax8V qn / - spa umu uot��� ciao a���s �g �unoo sg saux�u �sao�o�.z�uoo �i�Tm �st1 Anuuuns qns /�I ❑ ON ❑ sa17— Q ? �/IeI ❑ ON ®saw ' ........................ sazn�nu�is pair Cori q� ° PaIP� �ia�aidwoo uoz1�oiiddV Sugpiing Reslidenf—'; /Commercial Building 7`Irmlt Cheek UO"! f LOCAT. RlMIT. NUMBER. W C10 i_ Other: Health Department Permit Paperwork ...................... ........................... 0 Yes 0 N® 03"'N/A CD, for Fire Department if Commercial or Multi -Family ............................ El Yes 0 No Lid N/A DEP, SFVVMD or Army Corp of Engineers ............................................ M Yes [3 No EDIN/A -Pool Barrier Affidavit ........................................................................ 0 Yes 0 No LEI'N/A Ground Sign Landscape Affidavit ................................................. ....... [D Yes F1 No El'*N/A Burn Rate for Sign Cabinets ............................................................... El Yes 0 No. [EI/N/A RV-4nd Mobile Home Tie-DgOnly Copies) 'Permit Worksheet (Tie -Dom Diagram) ................. ; ................................ ❑ Yes ❑ No 'N/A Manufacturer Set-Up,,,and Installation Manual ........................................... E__1.Yes F.1 No N/A Manufacturer Blocking Documents .......................... ..................... ......... M Yes No NIA Signed Penetrometer Test copy) ................. ............................ ......... Yes M No StairDetails ................................................................... ..................... ❑ Yes 4o Mobile Home Inspection Report for Relocation ....................................... ❑ Yes Fj No -qopy of Title for Relocation ................ .............................................. E3 Yes F-1 No Class "X' Approval from Growth Management ............................... [3 Yes F-1 No L C Name (Xinted) signature tbage Page 2 of 2 N/A N/A N/A NIA N/A JOSEPH E. SMITH, ""'RK OF_.THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3845712 C OOK 352q1 PAGE 2122,r Recorder;'__�6/17/2013 at 01:04 NOTICE OF COMMENCEMENT Permit No. ( 30r r0 C/(ia Tax Folio No. 3 7 b / — M —o00/ —000—1 State of Florida County of St. Lucie The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of commencement. Legal Description of ft9perty: (and,g(ej?t addressjf a0pilable): 6o oR 3 , Tnd�an jZ � V szc fl!•, f �{. Qi6rC i r �. 3 i� 2 General description of improvement:.2rid I•Ioor 1J21 Conv �Da 1 �(, 1 `, D 1� Owner Information or Lessee informatjion iffhe Lessee contracted for the improvement: Name C� u��gu C�ki � &_ t-�z Address O ,X 'M •Q.n Haar De. or- Fi, P..s eve Ff. 34Sg9 Interest in property: f3 W n t_ r Name and address of fee simple tit_ I�h IdX (if different from Owner listed above): Contractor's Name: r" 1`i q9 Contractor Address: 7&r,. J[, OVk PI. Phone Number: 3 37 72 -2 f ^ 977Y Surety (If applicable, a copy of the payment bond is attached): Amount of bond: $ 1R Name and address: Phone number: Lender Name: W I A Phone Number: Lender's address: I Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1) (a)7., Florida Statutes: Name: N /A Phone Number: Address: in addition to himself or herself, Owner designates _) 1A of to receive a copy of the Lienor's Notice as provided In Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) Q9 — 30 — 2 ) ( 3 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. IFYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. ( igna r of ner or Lessee, o er's or Lessee's Authorized Officer/Director/Partner/Manager (Signatory's Title/office) The foregoing Instrument was acknowledged before me this --Lb day of-171) ,20�/ By TIE!P� as VWN /� for 1po . aANubfh: . Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed EMI-MI-pilres Personally known_ or produced Identification N . (Sign r- MARILY HVRNANDEZ PACT (Print, Type, orStamp Commi c)Stsre of FlorOl Type of Identification produced 041,'4M W1 KI Dec 10. 2015 Commission 0 EE 0573241 STATE OF FLORIDA ST. LUCIE COUNTY THIS ISTO ERTIFYT AT HI TRU VCCORRECT op Of, Oi31l dl Date- Jull 14 f.U13 ® Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. M!"bko 'RE: 69177 - Piney Wood Enter/Guiterrez Balcony roof MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Piney Wood Enterprise Project Name: Gutierrez Addition Model: Tampa, FL 33610-4115 Lot/Block: Subdivision: Address: n/a City: St. Lucie State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-10 Wind Speed: 170 mph Floor Load: N/A psf Roof Load: 32.0 psf This package includes 3 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G 1 5-al.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# ame I Truss Name]- Date 1 IT4818704 JA 14/30/013 12 1 T4818705 1 GE1 14/30/013 13 1 T4818706 I SG E 1 4/30/013 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2015. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. ,,`,����� a ►���i��i o PQv I N * : 8182 = -o 3 STATE OF ZU 0 N A1- n� FL Cert. 6634 April 30,2013 Velez, Joaquin 1 of 1 Job • Truss Truss Type Qty Ply Piney Wood Enter/Guiterrez Balcony roof T4818704 69177 A COMMON 7 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.350 s Sep 26 2012 Mifek Industries, Inc. Tue Apr 3012:19:02 2013 PagE 1 ID:s1yhiEIWOLOoXpSMdAOQ?rzc1DP-OcdDmVhfWfvgdEWjK2iVUGRIT4HQyWSezDAdvzLY 7 -4-0.0 , 8.8.0 17-4-0 , 26-0 O 34-8-0 38-8-0 , 4.0.0 8.8-0 8.8-0 8.8.0 B-8.0 4-0-0 Scale = 1:73.9 5.00 F,2 6x8 5 4x8 i:�, 4x8 3X4 \\ 4 6 3x4 3 7 2 8 3x4 11 3x4 1 4x5 = 13 12 18 19 11 10 US= 9 4x6 = 3x4 = 3x4 = 4x6 = (+) W (+) Adequate Support Required 11-7.7 23.0.9 34-8.0 11-7-7 11-5-2 11-7-7 Plate Offsets X 2:0-1-11 Ed a 8:0-1-11 Ed a 14:0-2-2 0-1-8 16:0-2-2 0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) -0.59 11-12 >697 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.82 11-12 >505 240 BCLL 0.0 • Rep Stress Incr YES WB 0.52 Horz(TL) 0.09 8 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight: 212 lb FT = 0% LUMBER BRACING TOP CHORD 2x6 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-6 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-11-13 oc bracing. WEBS 2x4 SP No.3 Mi fek recommends that Stabilizers and required cross bracing be OTHERS 2x4 SP No.3 installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1194/0-3-8 (min. 0-1-9), 8=1194/0-3-8 (min. 0-1-9) Max Horz2= 392(LC 6) Max Uplift2= 1254(LC 8), 8=-1254(LC 8) Max Grav 2=1 338(LC 13), 8=1338(LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2127/1482, 34=-1838/1359, 4-5=-1763/1383, 5-6=-1764/1383, 6-7=-1839/1359, 7-8=-2129/1482 BOT CHORD 2-13=-1039/2132, 12-13— 1039/2132, 12-18= 568/1378, 18-19= 568/1378, 11-19= 568/1378, 10-11=-1039/1839,8-10= 1039/1839 WEBS 5-11= 313/726, 7-11= 478/429, 5-12=-313/725, 3-12=-477/429 NOTES 1) Unbalanced roof live loads have been considered for this design. I N V -Ile 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B—_35ft; L=50h; eave=6ft; Cat. II; Exp P(D:U ' '���� C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.33 plate grip DOL=1.33 C E N ' •.• i� 3) This has been designed for bottom \ S� • truss a 10.0 psf chord live load nonconcurrent with any other live loads. ; ,•• •? 4) • This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 5.Opsf. N( 68182 •� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1254 lb uplift at joint 2 and 1254 Ib uplift at * joint 8. _ ".' • /� LOAD CASE(S) Standard .o ' T& Flo FL Cert. 6634 April 30,2 V WARNING - Ve'Yfy design pr.: ,vneters and READ NOTES ONTEIS AND INCLUDED AUTEKREFERENCE PAGE PHI.7473 BEFORE USE. ■■■■ Design valid for use only with M7ek connectors. This design n, is based only upon parameters showand is for an individual building component.' Applicability of design parameters and proper incorporation of component is responsibility of buldng designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity, of the erector. Additional tracing the is the the building designer. i1�iTek permanent of overall structure responsibility of For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Saloty Infonnah n available from Truss Plate institute. 781 N. Lee Sheet Suite 312, Alexandria, VA 22314. IfSautham Pine {SP) lumber in:;:pecified, the design values are those effective 06/02/2033 byALSC Tampa, FL 33610-4115 Job Truss Truss Type _ City Ply Piney Wood Enter/Guiterrez Balcony roof • T4818705 69177 GE1 GABLE 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce Fl. 34982 7.350 s Sep 26 2012 MTek Industries, Inc. Tue Apr 30 12:19:05 2013 PagE 1 ID:slyh1EIWOLOoXpSMdAOQ?rzc1DP-pBILOXjXoaHPUiFI?AGP77tz8hCddPFuKxSrDEzLY 4 -410-0 17-4-0 34-8.0 38-8-0 4-0.0 17-4-0 17-4-0 4-0-0 Scale = 1:69.7 5.00 F12 5x6 = 11 10 12 • 4x8 ir- 9 13 4x8 8 14 6 7 15 16 5 17 4 18 3 19 2 20 o 1 4x5 = 4x5 = 21 39 37 36 3534 33 32 31 30 29 28 27 26 25 24 23 22 W 2x3 11 2x3 11 2x3 11 3x6 = 2x3 11 2x3 11 2x3 11 2x3 11 2x3 11 3x6 = 2x3 11 2x3 11 2x3 II (+) 2x3 11 2x3 11 24 11 2x3 If (+) Adequate Support Required i 34-8.0 34-8.0 Plate Offsets X 39:0-2-2 0-1-8 41:0-2-2 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) -0.13 21 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.24 Vert(rL) -0.19 21 n/r 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(rL) 0.01 20 n/a n/a BCDL 5.0 Code FBC2010frP12007 (Matrix) Weight: 259 lb FT = 0% LUMBER BRACING TOP CHORD 2x6 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 34-8-0. (lb) - Max Horz2= 392(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 30, 31, 36, 38, 29, 24, 22 except 2=-785(LC 8), 20= 785(LC 8), 32=-138(LC 8), 33=-123(LC 8), 35=-128(LC 8), 37=-292(LC 8), 28— 138(LC 8), 27= 123(LC 8), 25=-128(LC 8), 23=-292(LC 8) Max Grav All reactions 250 lb or less at joint(s) 30, 31, 32, 33, 35, 36, 37, 29, 28, 27, 25, 24, 23 except 2=490(LC 2), 20=490(LC 2), 38=304(LC 8), 22=304(LC 8) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-242/260, 3-4=-243/253, 6-7=-171/253, 7-8=-166/259, 8-9= 151/318, 9-10=-131/381, 10-11=-105/419,11-12= 88/419, 12-13=-73/381, 13-14=-57/318, 14-15= 27/259, 15-16=-43/253 WEBS 4-37=-169/252, 18-23=-169/252 l I fill,, NOTES Qv I N V� ,��� 1) Unbalanced roof live loads have been considered for this design. ��� QP• • (, E•N • • • C� �ii �,•'�,� SAC`'•? 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=50ft; eave=2ft; Cat. II; Exp:� 01 C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable N 6 818 2 •� End Details as applicable, or consult qualified building designer as per ANSI/iPI 1-2002. >'r : s'c 4) All plates are 3x4 MT20 unless otherwise indicated. — 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. •; T O F 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O ; 8) , This truss has been designed for live load 20.Opsf the bottom in a of on chord all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit �ers.�,•,C e, between the bottom chord and any her • • • ,��j O • 9) Provide mechanical connection others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 31, 36, 38, 29, 24, l� • • • , 22 except (jt=lb) 2=785, 20=785, 32=138, 33=123, 35=128, 37=292, 28=138, 27=123, 25=128, 23=292. N 11111111� LOAD CASE(S) Standard FL Cert. 6634 April 30,20 1; WARNING - VmIfy design pc: •,mreters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MI-7473 BEFORE USE. Design valid for use only with Walk connectors. Rils design Is based only upon parameters shown, and is for an Individual building component. ■� �' Applicability of design parameters and proper incorporation of component is responsibility of building designer -not taus designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the respanv'billity of the erector. Additional bracing the Is the building MiTek permanent of overall structure responsibility of the designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/1PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Ea t Blvd.5 Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312 Alexandria, VA 22314. If South ern Pine i5P) lumber i:: ! pecified, the design values are those effective 06/01/2013 byALSC Tampa, FL Job • Truss Truss Type Oty Ply Piney Wood Enter/Guiterrez Balcony roof 65177 SGE GABLE 2 1 T4818706 Job Reference o tional Chambers Truss Inc., Fort Pierce FI.34982, Hampton Inn 7.350 s Sep 26 2012 MiTek Industries, Inc, Tue Apr 30 14:24:20 2013 Page 1 ID:KEV3Eal89e8f9z1ZBuvfY3zc1 DO-?uA_aXMs3W9z2?ujO54hStdExl2nv8O1 PdL?U9zLWMf -4-0.0 10.4.0 14-0-0 4-0-0 10.4-0 3-8.0 3x4 11 Scale =1:39X 5.00 12 5 I 3x4 • 4 46 3 m o_ 2 n 8 3x4 11 7 6 3x4 = � 1 4x5 = fO (+) Adequate Support Required 19 (+) 10-4.0 14.0.0 10-4-0 3.8.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) -0.17 2-7 >960 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Ved(TL) -0.31 2-7 >539 240 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(rL) -0.01 19 n/a n/a BCDL 5.0 Code FBC2010/TP12007 (Matrix) Weight:118 lb FT = 0% LUMBER BRACING TOP CHORD 2x6 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except BOT CHORD 2x4 SP M 30 end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-19: 2x4 SP M 30 WEBS 1 Row at midpt 5-19 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=585/0-3-8 (min. 0-1-8), 19=341/0-3-8 (min. 0-1-8) Max Harz 2=540(LC 8) Max Uplift 2— 718(LC 8), 19= 360(LC 8) Max Grav 2=707(LC 13), 19=166(4C 13) FORCES (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-473/56, 3-4=-335/74, 6-19=-466/360 BOT CHORD 2-7=-261/389, 6-7— 261/389 WEBS 4-7=0/273,4-6=-633/416 NOTES 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=21ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry ,,111111111//71 �� Qv IN V �I°1 Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are 2x3 MT20 unless otherwise indicated. ,�� OP .. • •' • ��� °i E N ��'• �i G �.'•�.� `SF�'? �i 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide N( 68182 * •' Will fit between the bottom chord and any other members. ; — 7) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. -O ; 8) Provide joint 9. mechanical connection (by others) of truss to bearing plate capable of withstanding 718 lb uplift at joint 2 and 360 lb uplift at F :� LOAD CASE(S) Standard ��i •�� Q P'�•\��� till III11,,, �FL Cert. 6634 April 30,201 WAICNJJVL*- Vemly design p,;!',2jneters and READ MIES UIV Design valid for use only with Mire connectors,d n based only upon parame g y kI own, and b for an Individual building component. ■■ co orati drys o Applicability of design parameters and proper incorporation of component is responsibility of bu1ldingdesigner -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction isfhe responsibi1lity of the erector. Additional bracing the Is the the building designer. MiTek' permanent of overall structure responsibility of For general guidance regarding fabrication, qualily control, storage, delivery, erection and bracing, Consdt ANSI/rPll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Sheet, Suite = Alexandra, VA 22314. IfSauthern Pine j5P) lumber ir: !:pecified, the design values are those effective 06101120E tyALSC Tampa, FL 33610-4115 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are Indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-vid' For 4 x 2 orientation, locate plates 0-7/0 from outside edge of truss. This symbol Indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. ` PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings '��F6 (supports) occur. Icons vary but reaction section indicates joint 17 number where bearings occur. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & 6Yacing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ff-in-sixteenths (Drawings not to scale) 2 TOP CHORDS 0 c O U rz O 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR7988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Southern Pine lumber designations are as follows: SYP represents values as published by AWC in the 2005/2012 NDS SP represents ALSC approved/new values with effective date of June 1, 2013 © 2012 MiTek@ All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 02/26/2013 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficlent. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Florida Bui1« ng Code Online a h•t+ass�f Fit?^de ,CIS Home Log In User Registration Hot Topics submit Surcharge I?epar:mental Busines') P ofessioaI d�' 2, Product Approval USER: Public User Regulation Product Approval Menu > Product or Application Search > Application Llst > Application Detail FL # FL5259-R14 Aplication Ty pe p Revision Code Version 2010 Application Status Approved Comments Archived (- Product Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley, NV 89408 (570)384-1230 Ext242 jakins@polygiass.com Authorized Signature James Akins jakins@polyglass. com Technical Representative Steve Wadding Address/Phone/Email 150 Lyon Drive Fernley, NV 98408 (602) 363-7139 stevew@polyglass. com Quality Assurance Representative James Akins Address/Phone/Email 555 Oakridge Road Humboldt Industrial Pkwy Hazleton, PA 18201 (800)894-4563 jakins@polyglass.com Category Roofing 1 I I 1 1 C 1 J Subcategory Underlayments 1 U 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 Page 1 of 2 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 Underwriters Laboratories Inc. 11/30/2012 John W. Knezevich, PE F Validation Checklist - Hardcopy Received FL5259 R14 COI Trinity ERD CI - Nieminen.odf http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3 Crk2vS%2fegOlipvOK1U... 3/15/2012 Florida Building Code Online Page 2 of 2 Referenced Standard and Year (of Standard) Standard ASTM D1970 ASTM D226 ASTM D6164 ASTM D6222 ASTM G154 ASTM G155 FM 4474 FRSA/TRI07320 TAS 103 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/09/2011 Date Validated 12/15/2011 Date Pending FBC Approval 12/20/2011 Date Approved 01/31/2012 'Summary of Products FL # Model, Number or Description Name 15259.1 Polyglass Roof Roofing underlayments _imits of use Approved for use in HVHZ: No Approved for use outside -IVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-622.5 Other: 1.) The design pressure in this application relates to one particular underlayment system for use under foam -on tile systems. Refer to ER Section 5.5.2 for other systems and maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. Year 2001 2006 2005 2002 2005 2005 2004 2005 1995 Installation Instructions FL5259 R14 II er120611FINAL POLYGLASS UNDERLAYMENTS FL5259- Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports _ 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 2007-2010 State of Florida_ :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail 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 regarding DSPR's ADA web accessibility, please contact our Web Master at webmaster dbpr state. Fl.us. Product Approval Accepts: 0004 ® eL`Ireck EQ CreditSCArFE http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3 Crk2vS%2fegOlipvOK1U... 3/ 15/2012 . TRINITY, �, END EVALUATION REPORT Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 98408 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 P12060.02.09-119 FL5259-R14 Date of Issuance: 02/24/2009 Revision 9: 12/06/2011 SCOPE: This Evaluation Report is issued under Rule 9N-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 designed to comply with the 2010 Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance Agency noted herein. is valid until such time as the named product(s) CONTINUED COMPLIANCE: This Evaluation Report 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. TrinityJERD 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 10. Prepared by: ..a`';`-"+rr•':'; � j � C'•7: 'rV�rl. + The facsimile seal appearing was authorized =+t ti-= by Robert Nieminen, P.E. on 12/06/2011 _ _ "5 _� �� ': This does not serve as an electronically signed Robert I.M. Nieminen P.E. document. Signed, sealed hardcoples have been to the Product Approval Administrator and Florida Registration No. 59166, Florida DCA ANE1983 •, �r,,,. �L .,+ ;��,.+ transmitted 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. TrinitylERD 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. - TRINITY;ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., 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 Ctandard Year 2006 1507.2.3, 1507.3.3, 1507.5.3, Physical Properties ASTM D226 1507.73 1507.8.3 1507.9.3 1507.2.4, 1507.2.9.2, 1507.3.3, Physical Properties ASTM D1970 2001 1507.5.3 1507.11.2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties y ASTM D6222 20055 200 1504.6 Accelerated Aging ASTM G154 2005 Accelerated Aging ASTM G155 1504.E 2004 1504.3.1 Wind Uplift FM 4474 FRSA/TRI 07320 2005 1507.3.3 Installation Practice 1995 c�a � S � � Physical Properties TAS 103 3. REFERENCES: Entity01/12/2000 Examination Reference Date FM Approvals (TST 1867) Wind Uplift 3004091 PRI01111 04/08/2002 PRI (TST 5878) Physical Properties PUSA-005-02-01 01/31/2002 PRI (TST 5878) Physical Properties Physical Properties PUSA-013-02-01 12/23/2002 PRI (TST 5878) PRI (TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 07/14/2003 PRI (TST 5878) Physical Properties PUSA-018-02-01 PUSA-028-02-01 07/13/2005 PRI (TST 5878) Physical Properties Physical Properties PUSA-033-02-01 01J12/2006 PRI (TST 5878) PRI (TST 5878) Physical Properties PUSA-035-02-01 09/29/2006 PRI (TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 01/28/2008 PRI (TST 5878) Physical Properties PUSA-061-02-02 PUSA-076-02-01 02/22/2008 PRI (TST 5878) Physical Properties Physical Properties PUSA-083-02-01 04/14/2008 PRI (TST 5878) PRI (TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI (TST 2508) Physical Properties JX20H7A 04/01/2008 01/29/2009 MTI (TST 2508) Physical Properties RX14E8A 11752.09.99-1 02/08/2000 ERD (TST 6049) Physical Properties 11776.06.02 01/16/2003 ERD (TST 6049) ERD (TST 6049) Wind Uplift Physical Properties 02200.07.03 07/14/2003 ERD (TST 6049) Wind Uplift P1740.01.07 01/04/2007 04/11/2007 ERD (TST 6049) Physical Properties P5110.04.07-1 P9260.03.08 03/21/2008 ERD (TST 6049) ERD (TST 6049) Wind Uplift Physical Properties P13450.08.09 08/13/2009 ERD (TST 6049) Wind Uplift P30540.11.09-R1 11/30/2009 ERD (TST 6049) Physical Properties P33360.06.10 06/25/2010 Exterior Research and Design, LLC. certificate of Authorization #9503 Evaluation Report P12060.02.09-1119 FL5259-R14 Revision 9: 12/06/2011 Page 2 of 10 �jTRINITYiERD EntityP33370.03.11 Examination Reference Date 03/02/2011 - ERD (TST 6049) Physical Properties P33370.04.11 04/26/2011 ERD (TST 6049) Physical Properties ESR-1697 /01/2009 ICC-ES (EVIL 2396) IBC Compliance NOA Current urrent Miami -Dade (CER 1592) HVHZ Compliance Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA P/L Affidavit Mule -Hide Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 Polyglass USA Quality Control File No. R14571, Vol 1 Exp. 11/30/2012 UL (QUA1743) 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlaymen-I 4.1.1 ELASTOBASE is a fiberglass reinforced, SBS modified bitumen base sheet. 4.1.2 ELASTOBASE P is a polyester -reinforced, SBS modified bitumen base sheet. 4.2 Self -Adhering Underlavments: 4.2.1 POLYSTICK MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, gl ass fiber reinforced, surfaced with polyolefinic film surface; meets ASTM D1970 and TAS 103. 4.2.2 POLYSTICK IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface; meets ASTM D1970. 4.2.3 POLYsT1CK TU is a nominal 100-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a granular surface; meets ASTM D1970 and TAS 103. 4.2.4 POLYSTICK TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.5 POLYSTICK TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass- fiber/polyester reinforced, with a granular surface; meets ASTM D1970 and TAS 103. 4.2.6 POLYFLEX SAP, POLYFLEX SAP FR, MULE -HIDE SA-APP CAP SHEET AND MULE -HIDE SA-APP CAP SHEET (FR) are a polyester reinforced, APP modified bitumen cap sheets. 4.2.7 DUAL PROT° is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membranes, fiberglass reinforced, with a polyester fabric surface. 4.2.8 TILE PRO`" is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membranes, fiberglass reinforced, with a polyester fabric surface. 4.3 Mechanically Fastened and/or Bonded UndertaymenL: 4.3.1 ELASTOFLEX S6G AND ELASTOFLEX S6G FR are polyester reinforced, SBS modified bitumen cap sheets. 4.3.2 POLYFLEx G AND POLYFLEx G FR are polyester reinforced, APP modified bitumen cap sheets. S. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Polyglass 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. Evaluation Report P12060.02.09-R9 Exterior Research and Design, LLC. FL5259-R14 Certificate of Authorization #9503 Revision 9. 12/06/2011 Page 3 of 10 J TRINITY I ERD 5.4 Allowable roof covers applied atop the underla ments are as follows: f C r O tions Asphalt Table 1: Roo Nail -On Tile ove p Foam -On Metal Wood Shakes & Slate Underlayment Shingles Tile Shingles Yes Yes No Yes Yes Yes Elastobase Yes Yes No Yes Yes Yes I Elastobase P— Yes Yes Yes No No No Yes No Yes Yes Yes Yes Polystick MTS Polystick IR-Xe Polystick TU Yes Yes Yes See 5.4.1 No Yes Yes Polystick TU P Yes Yes Yes Yes Yes See Yes See 5.4.1 No Yes Yes Yes Yes Yes Polystick TU Plus Yes No Yes Yes Yes Yes Dual Pro Yes Yes Yes Yes Tile Pro Yes Yes See 5.4.1 Yes Yes Yes No Yes See 5.4.1 Yes See 5.4.1 No No No Yes Yes Yes Yes Yes Yes Elastoflex S6G or S6G FR Yes Polyflex G or G FR Yes Polyflex SAP or SAP FR Yes Yes Yes Yes See 5.4.1 No Yes Yes Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) 5.4.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. Polyfoam PolyPro AH160: Polystick TU, Polystick TU P, Polystick TU Plus, Polyflex G, Polyflex G FR, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule - Hide SA-APP Cap Sheet (FR) or Tile Pro. Dow TileBond: Polystick TU P, Polyflex SAP or Tile Pro 5.4.2 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. 5.4.3 A 2-ply underlayment system, consisting of Polystick MTS followed by Polystick MTS, TU, TU P or TU Plus, or Polyflex SAP is allowable for use under mechanically attached prepared roof systems. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. Evaluation Report P12060-R9 Exterior Research and Design, LLC. FL5259-259-R14 Certificate of Authorization #9503 Revision 9: 12/06/ 2011 Page 4 of 10 5.5 Allowable substrates are noted below: 5.5.1 Direct -Bond to Deck: Polystick, Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: > New untreated plywood; ASTM D41 primed new untreated plywood; > Existing plywood; > ASTM D41 primed existing plywood; > ASTM D41 primed OSB; > Southern Yellow Pine; > ASTM D41 primed Southern Yellow Pine; > ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). Note: polyglass does not require priming of new or existing plywood sheathing. New or existing plywood sheathing should be cleaned of all dirt and debris prior to application of polystick membranes. Elastoflex S6G or S6G FR in hot asphalt to: > ASTM D41 primed structural concrete. Polyflex G or G FR torch -applied to: > ASTM D41 primed structural concrete. 5.5.2 Wind Resistance for Underlayment Systems in Foam-Q12 Tile Applications: FRSA/TRI 07320 does not address wind uplift resistance of all underlayment systems beneath foam -on the 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 07320 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. Refer to FBC 1609.1.5 for determination of design wind pressures. 5.5.2.1 Maximum Design Pressure = -622.5 osf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: ASTM D41 Underlayment: Polyflex G or G FR torch -applied. 5.5.2.2 Maximum Design Pressure = -315 osf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: ASTM D41 Underlayment: Polystick TU, Polystick TU P, Polystick TU Plus, Tile Pro, Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR). 5.5.2.3 Maximum Design Pressure = -135 osf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) ASTM D41 Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints. Underlayment: Polystick TU, Polystick TU P, Polystick TU Plus, Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) EEvaluation Report P12060.02.09-R9 Exterior Research and Design, LLC. FL5259-R14 Certificate of Authorization #9503 Revision 9. 12/06/2011 . Page 5 of 10 �t TRINITY j ERD 5.5.2.4 maximum Design Pressure = -90 osf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) ASTM D41 Underlayment: polystick SA A PStick TU p, Cap Sheet aondstick TU plus, Mule -Hide SA-APPIex SAP, Cap Sheet (FRx SAP FR, ) 5.5.2.5 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on the systems carry a Maximum Design Pressure of -45 psf. 5.5.3 Bond -to -Insulation: -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Polystick, Polyflex SAP or SAP FR, Mule self -adhered to: ASTM C1289, Type II, Class 1 polyisocyanurate or Type V polyisocyanurate- composite insulation; DensDeck DuraGuard; DensDeck Prime; or SECUROCK Gypsum -Fiber Roof Board. > Elastoflex S6G or S6G FR in hot asphalt to: DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board. > Polyflex G or G FR torch -applied to: ASTM D41 primed structural concrete; DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on the systems, insulation attachment shall be designed by a qualified design professional and installed based on to sting of 1the insulation/underlayment system in accordance with FM 4470, Appendix Appendix J. 5.5.4 Bond to Mechanically Attached Base Laver: Dual Pro�oroTile ex SAP or SAP FR, Mule-Hide Pro self -adhered to: ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base. > Elastoflex S6G or S6G FR in hot asphalt to: AS D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base. > Polyflex G or G FR torch -applied to: Elastobase; Elastobase P or Mule -Hide Nail Base. For installations under mechanically attached prepared roof coverings, base layer shall be attached per nimum nts. For lations under foam -on sys base layer shal'codified lbe attach dper minimum requirements quirements of f FRSA/TRI07320/8-05tolreRASt120. 5.6 Exposure Limitations: 5.6.1 Elastobase, Elastobase P, shall not be left exposed for longer than 30-days after installation. 5.6.2 Polystick IR-Xe, Dual Pro or Tile Pro shall not be left exposed for longer than 90-days after installation. 5.6.3 Polystick MTS, TU, TU P or TU Plus shall not be left exposed for longer than 180-days after installation. 5.6.4 Polyflex SAP or SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30 days. 5.6.5 Elastoflex S6G or S6G FR or Polyflex G or G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set the (Polyflex G or G FR only), in which case the maximum exposure is 180 days. Evaluation Report P12060-R9 Exterior Research and Design, LLC. 259-1 FL5259-R14 Certificate of Authorization #9503 Revision 9: 12/06/2011 Page 6 of 10 { TRIM ' ERD 5.7 For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, use is limited to the following. Reference is made to the FRSA/TRI Technical Brief titied "Florida High Wind Roof Tile 02/14/2011" for lSelf-Adhered limitations oself-adhering for selfdheringunderiayments used beneath bile roof systems, of Table 2: Tile system options per FRSA/TRI 07320/8-05 Underlay Product(s) System option Section Reference 3.02A i Batten Modified Cap Sheet I Elastoflex S6G or Elastoflex S6G FR; Polyflex G or G FR No. 30 / Modified Cap Sysrem One:L 3.02BSheetMechanicallyFastened Tile, 3.02D No. 30 Unsealed or Self -Adhered Sealed 5 3.02E Underlayment Underlayment System No. 30 / Self -Adhered 6 3.02E Underlayment 3.02A 1 Batten Modified Cap Sheet only No. 30 ! Modified Cap System Two: 2 3.02El Sheet Mechanically Fastened Tile, Self -Adhered Sealed 4 3.02D Underlayment Underlayment System No, 30 / Self -Adhered 5 3.02E Underlayment 1 3.02A Modified Cap Sheet No. 30 / Modified Cap Sheet If -Adhered Svsrem Four 2 3.02B �- Se Adhesive -Set 4 3.02D Ur Tile, Unsealed or Sealed Underlayment Nt System 5 3.02E U1 1 System Four �: 3 43.02CU Adhesive-SetTile, Sealed Underlayment 4 3.02D System U . 30 / Self -Adhered derlayment ,. 30 / Modified Cap eet If -Adhered iderlayment I, 30 / Self -Adhered iderlayment Base Layer: Elastobase; Elastobase P Top Layer: Elastoflex S6G or Elastoflex S6G FR; Polyflex G or G FR Elastobase; Elastobase P Polystick MTS; TU; TU P; TU Plus; Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR); Dual Pro; Tile Pro Base Layer: ASTM D226, Type II; Elastobase; Elastobase P; Mule -Hide Nail Base Top Layer: Polystick MTS; TU; TU P; TU Plus; Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR); Dual Pro; Tile Pro Elastoflex S6G or Elastoflex S6G FR; Polyflex G or G FR Base Layer: Elastobase; Elastobase P Top Layer: Elastoflex S6G or Elastoflex 56G FR; Polyflex G or G FR Polystick TU; TU P; TU Plus; polyflex P or SAP SA-APP Cap Sheet or SA A A P Cap (FR); RMule- Hide Dual Pro; Tile Pro Base Layer: ASTM D226, Type II; Elastobase; Elastobase P; Mule -Hide Nail Base Top Layer: Polystick TU; TU P; TU Plus; Polyflex SAP or SAP FR. Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro; Tile Pro Polyflex G or G FR Base Layer: Elastobase; Elastobase P Top Layer: Polyflex G or G FR Polystick TU; TU P; TU Plus; Polyflex SAP or SAP FR; Tile Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Base Layer: ASTM D226, Type II; Elastobase; Elastobase P; Mule -Hide Nail Base Top Layer: Polystick TU; TU P; TU Plus; Polyflex SAP or SAP FR; Tile Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Base Layer: ASTM D226, Type II; Elastobase; Elastobase P Top Layer: Polyflex G or G FR Polystick TU; TU P; TU Plus; Polyflex SAP or SAP FR; Tile Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR: Base Layer: ASTM D226, Type II; Elastobase; Elastobase P; Mule -Hide Nail Base Top Layer: Polystick TU; TU P; TU Plus; Polyflex SAP or SAP FR; Tile Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) .02.09.119 Exterior Research and Design, LLC. Evaluation Report P120605259-114 FL5259-R14 certificate of Authorization #9503 Revision 9: 12/06/ 2011 Page 7 of 10 TRINITY . ERD INSTALLATION: IN Polyglass Roof Underlayments shall be installed in accordance with Polyglass published 6.1 installation requirements 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 Elastobase Elastobase P or Mule -Hide Nail Base: 6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 For use in non -tile applications: 6.3.2.1 Reference is made to the current edition of the NRCA Steep -slope Roofing Manual and ARMA recommendations for installing shingle underlayments and flashings 6.3.2.2 Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), Dual Pro or Tile Pro, self -adhered, Elastoflex S6G or S6G FR in hot asphalt or Polyflex G or G FR, torch applied. 6.3.3 For use in tile applications, reference is made to Polyglass published installation instructions in conjunction with FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. 6.4 Polystick MTS IR Xe TU TU P or TU Plus Polyflex SAP or SA_ P FR Mule -Hide SA- APP CaD Sheet or SA APP Cap Sheet (FR) Dual Pro or Tile Pro. 6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.4.2 For non -tile applications: 6.4.2.1 All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage edge seam in accordance with Polyglass / Mule -Hide Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring -shank type with a minimum 1-inch diameter metal disk or Simplex -type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back - nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. The head lap membrane is to cover the area being back - nailed y rolled with a minimum 28 lb. hand roller to 6.4.2.2 All ensurefulllaps)-lap seams (selvage contact and adhesonFor Dual Pro must be land Tile Pro, align the edge oft suehe top sheet to the end of the glue pattern (the sheet will overlap the fabric). Evaluation Report P12060.02.09-R9 Exterior Research and Design, LLC. FL5259-R14 certificate of Authorization #9503 Revision 9. 12/06/2011 . Page 8 of 10 "_ TR INi`f Y ERD View of Ovelap Seam of Dual Pro and Tile Pro 6.4.2.3 All over -fabric and over -granule end -laps shall have a 6-inch wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Polystick TU Plus Tile Underlayment Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Electrometric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. 6.4.2.4 Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details 6.4.2.5 Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Polystick TU Plus Tile Underlayment Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be installed in a water shedding manner. 6.4.2.6 All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40-lb weighted -roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min. 28 lb roller) or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 For tile applications (not allowed for Polystick IR-Xe): 6.4.3.1 Reference is made to Section 6.4.2 herein in conjunction with FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein, using the instructions noted above as a guideline. 6.4.3.2 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R9 FL5259-R14 Certificate of Authorization #9503 Revision 9: 12/06/2011 Page 9 of 10 3 TRINITY i ERD 6.5 Elastoflex S6G or S6G FR: • 6.5.1 Elastoflex S6G or S6G FR shall be installed in compliance with current Polyglass published installation requirements. For use in nail -on tile applications, reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. 6.5.2 Elastoflex S6G or S6G FR shall be fully asphalt -applied to the substrates noted in Section 5.5. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, and off set 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. 6.6 Polyflex G or G FR: 6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications, reference is made FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. 6.6.2 Polyflex G or G FR shall be fully asphalt -applied to the substrates noted in Section 5.5. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, and off set end -laps minimum 3 feet from course to course. Side and end laps shall be fully heat -welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6.7 Tile Staging: 6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Polyglass published requirements for tile staging.. 6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI 07320/8- 05 must be used on all roof slopes greater than 7:12. For roof slopes in excess of 61/4:12, precautions should be taken, such as the use of battens, to prevent tile sliding during the loading process. 6.7.3 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. 6.7.4 The minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty-eight (48) hours. 7. LABELING: 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. S. 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 noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements 10. QUALITY ASSURANCE ENTITY: Underwriters Laboratories - QUA1743; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1119 FL5259-R14 certificate of Authorization #9503 Revision 9: 12/06/2011 Page 10 of 10 I.Juttuttly' I_vuc \JIILIne "&dla Departmentot 8CIS Home Log In User Registration Hot Topics Submit Surcharge $usinez",'_) Professibal 4 UPSERodP blic uApproval Regulation Page I of 2 Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval Menu > Product or Application Search > Application List > Application Detail l� a r , FL # FL14520-RI Application Type Poved tYrrY� Code Version 20 'i"k MIW Application Status Comments Archived i— Product Manufacturer ] A TAYLOR ROOFING Address/Phone/Email 302 Melton Drive FT PIERCE, FL 34982 (772)466-4040 Rvalidation@yahoo.com Authorized Signature Kyle Taylor flvalidation@yahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I✓ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality AssuranceEntity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Charles L THOMAS PE-29439 Keystone Certifications, Inc. 04/11/2021 Locke Bowden r Validation Checklist - Hardcopy Received FL14520 R1 COI Certificate of Independence FPA pdf Standard Year TAS 125 2003 http://floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDquxTVBjriReYsCCTD3D3z4Qf6pO9... 1/16/2012 �'ivtiva L uuuiag , ­oue unnne Page 2 of 2 Sections from the Code Product Approval Method . Date Submitted Date Validated Date Pending FBC Approval Date Approved mmary of Products Method i Option D 11/07/2011 11/07/2011 11/10/2011 12/06/2011 Model, Number or Name .1 5 V CRIMP of Use oved for use in HVHZ: No oved for use outside HVHZ: Yes ct Resistant: N/A n Pressure: +N/A/-129.25 : The required design wind loads shall be ined for each project per the Florida Building The maximum fastener/clip spacing listed herein ot be exceeded. This product is not evaluated for Ithe the High Velocity Hurricane Zone. Description 26GA METAL ROOFING PANEL Installation Instructions FL14520 R1 II 5V Crimp Evaluation Report Details Rev pdf Verified By: PRI Construction Materials Technologies, I LLC Created by Independent Third Party: Yes Evaluation Reports FL14520 R1 AE 5V Crimp Evaluation Report Rev Ddf Created by Independent Third Party: Yes Sack F Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 The State of Florida is an AA/EEO employer. Coovright 2007-2010 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail 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 regarding DBPR's ADA web accessibility, please contact our Web Master at webmasteraldbor.state.fl us. Product Approval Accepts: f:,y ® ECfK littp://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDquxTV BjriRc YsCCTD3 D3z4Qf6pO9... 1 /16/2012 Y J.A. Taylor Roofing Inc: Evaluation Report for 26 ga. 5V Crimp Metal Roof Assembly FL# 14520-Rl Evaluation Report Report for: J.A. Taylor Roofing Inc. Date: November 3, 2011 302 Melton Drive Fort Pierce, FL 34982 Building Code:2010 Florida Building Code Compliance Method: Rule 9N-3.005(1)(d) Section(s): 1504.3.2 Category: Roofing Project No.: FAE-001-01-01 Sub -Category: Metal Roofing Scope: Product Category: Roofing Sub -Category. Metal Roofing Compliance: The 26 ga. 5V Crimp Metal Roof Assembly described herein has demonstrated compliance with Section 1504.3.2 of the 2010 Florida Building Code. References: Test Application Standard (TAS) 125-03 Standard Requirements for Metal Roofing Systems, Section 8 testing pursuant to Hurricane Test Laboratory, LLC (FBG Organization ID No. TST1527) report no. 0224-0501-06, dated October 31, 2006. Report addendum for report no. 0224-0501-05 (Specimen #1, 2, &4) issued by Hurricane Test Laboratory, LLC (FBC Organization ID No. TST1527), dated September 28, 2011 Drawings # '26" 5V 24" Coverage' issued by Hurricane Test Laboratory, LLC (FBC Organization ID No. TST1527), dated September 20, 2011. Engineering Analysis by PRI Construction Materials Technologies (FBC Organization No.TST5878), dated April 19, 2011. Product Description: 5V Crimp panel, minimum 26 ga. corrosion resistant steel (Grade 80), 26" panel (24" maximum coverage), W ribs; material shall comply with 2010 Florida Building Code, Section 1507.4.3. Minimum #9-15 HWH corrosion resistant fasteners with sealing washers designed for metal to wood connections of sufficient length to penetrate 5116" through the sheathing. Material shall comply with 2010 Florida Building Code, Section 1507.4.4. Limitations: Limitations and Conditions of Use include the following. • This evaluation does not include use of the product within the High -Velocity Hurricane Zone (HVHZ). • Fire Classification is not within scope of this Evaluation Report; refer to a current Approved Roofing Materials Directory for fire ratings of this product. Page 1 of 3 J.A. Taylor Roofing Inc. Evaluation Report for 26 ga. 5V Crimp Metal Roof Assembly FL# 14520-R1 • The product shall be installed in accordance with the Manufacturer's instructions and the Roof Assemblies section herein. • Modifications of the products as evaluated herein are beyond the scope of this evaluation. • All products listed herein shall have a quality assurance audit in accordance with F.A.C. Rule 913-72. Roof Assemblies: Assembly No. 1 Max Design Pressure: -69.25 Slope: 2:12 or greater Deck: Minimum 15/32" plywood or wood plank Deck Attachment: In accordance with the applicable Code. In no case less than minimum 6d x 2" annular ring shank nails spaced 6° o.c. In reroofing, where the deck is less than 19/32" thick (minimum 15132") the above attachment method must be in addition to existing attachment. Deck attachment to be designed by others. Underlayment• Minimum ASTM D 226, Type 11 (No. 30) in accordance with Section 1507.2.8 of the 2010 Florida Building Code or any Approved underlayment having current Florida Statewide or Local Product Approval. 5V Crimp Panels: Installed in accordance with Manufacturer's installation instructions. Minimum #9-15 corrosion resistant fasteners with sealing washers designed for metal to wood connections of sufficient length to penetrate 5/16" through the sheathing installed 16" o.c. along the crown of the rib in the center of panel and along the lap (See Drawings). Assembly No. 2 Max Design Pressure.-129.25 S/ope: 2:12 or greater Deck. Minimum 15132" plywood or wood plank Deck Attachment: In accordance with the applicable Code. In no case less than minimum 8d x 2" annular ring shank nails spaced 6" o.c. In reroofing, where the deck is less than 19/32' thick (minimum 15132") the above attachment method must be in addition to existing attachment. Deck attachment to be designed by others. Underlayment: Minimum ASTM D 226, Type it (No. 30) in accordance with Section 1507.2.8 of the 2010 Florida Building Code or any Approved underlayment having current Florida Page 2 of 3 J.A. Taylor Roofing Ina Evaluation Report for 26 ga. 5V Crimp Metal Roof Assembly FL# 1452aR1 Drawings: Statewide or Local Product Approval_ 5V Crimp Panels: Installed in accordance with Manufacturer's installation instructions. Minimum #9-15 corrosion resistant fasteners with sealing washers designed for metal to wood connections of sufficient length to penetrate 5/16' through the sheathing installed 8° o.c. along the crown of the rib in the center of panel and along the lap (See Drawings). 5-V PANEL PROFILE 24" Coverage I i 5—V FASTENER PETAll Quality Assurance: Keystone Certifications. (FBC Organization No. QUA1824) Evaluator.: Charles L. Thomas, P.E; Florida Registered Professional Engineer - PE No.: 29439 FBC Organization No.: QNE9008 14609 Dixie Hwy, Hudson;.FL,,34667 /3 f Date: � /` Page 3 of 3