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HomeMy WebLinkAbout15-16829 CITY OF ZEPHYRHILLS 5335-8TH STREEf � `� (813)780-0020 16829 BUILDING PERMIT - PERMIT INFORMATION � - - LOCATION INFORMATION � Permit Numlber: 16829 Address: 5101 5TH ST Permit Type: RE-ROOF ZEPHYRHILLS, FL. Class of Work: ROOF REPLACEMENT Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-18700-0010 � Improv. Cost: 5,500.00 � "OUVNER INFORMATION � Date Issued: 12/21/2015 Name: STONE ALLAN K& SHIRLEY J Total Fees: 97.50 Address: 5101 5TH ST Amount Paid: 97.50 ZEPHYRHILLS, FL. 33542 - Date Paid: 12/21/2015 Phone: (304)660-7390 - Work Desc: REROOF METAL 7 SQR FRONT & 5 SQR BACK � ` CONTRACTOR S - APPLICATION�FEES PAUL D SCHAPER ROOFING INC REROOF RESIDENTIAL 97.50 � - - � �� = -. Ins ections Re uired � � � � " DRY IN ROOF I P TAPE JOINTS ROO(F INSP FINAL 'Z- 11-�`� REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly 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, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications Must Accompany Application.All work shall be pertormed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CO TOR SIGNATURE PERMIT OFFI R ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER �- ' 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department � � 3�78�-os�r� � Date Received phone Contact for Permftting Owner's Name �� � Owner Phone Number �OT'"�O � Owner's Address S V� � J� Owner Phone Number Fee Simple Titleholder Name /� Owner Phone Number Fee Simple Titleholder Address JOBADDRESS � U� LOT# � SUBDIVISION Gl' PARCELID# �I���D � �I �Ofl�� ' (� � � (OBTAINED FROM PROPERTY TAX N071LE) WORK PROPOSED e NSTALLSTR e REPAIR � SIGN Q Q DEMOLISH PROPOSED USE Q SFR Q COMM � OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q DESCRIPTION OF WORK L' CI /�L!/C /"C S/a :��� . BUILDINGSIZE SQFOOTAGE� HEIGHT � CJ!(fJ � QBUILDING $ CSO�� VALUATION OF TOTAL CONSTRUCTION cJ QELECTRICAL $ AMP SERVICE � PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ !�� �MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ���`b OGAS Q ROOFING Q SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO BUILDER ��� COMPANY ��' ��-�� SIGNATURE L REG�STEREO 1 N FE RRE� Y/N Address ✓ � L� License# CC (���� ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# PLUMBER COMPANY 51GNATURE REGISTERED Y/ N FEE CURREA Y/N Address License�F MECHANICAL COMPANY 51GNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# � OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItlllllllllllllllltllllll RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-O-W Permi[for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortns.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facllities&1 dumpster.Site Woric Permit for all new projects.All commercial requiremen[s must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. '••'PROPERTY SURVEY required for all NEW construction. Directlans:• Fill out application completely Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is requlred. (AIC upgrades over 57500) " Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs If shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if on pubiic roadways..needs ROW � . . � NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco Counry Building Inspection Division—Licensing Section at 727-847- 8009, Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction l.ien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owneP'prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT. I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be pertormed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering , Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmentai Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill wili be used only to fill the area within the stem wall. � - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid I unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by � the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. � WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCE ENT MAY RESULT IN YOUR PAYING TWICE FOR IMPRO MENTS TO YOUR PROPERTY. IF YOU INTEND TO TAIN FINANCING,CONSULT WITH YOUR LENDER OR AN TTORNEY BEFORE RECORDING YO NOTICE OF OMMENCEMENT. FLORIDA JURAT(F. . 7.03) OWNER OR AGENT CONTRACTOR Su scri e and swom to rme b re me this Su6sc'be an�sworn or ed�1 befor m this / by ✓ f0 S by��, ..K 4 � .�/ Who islare personally k own to me has/hav preduced Who islare personally known`Eo me o has/have p �ucad �—� as identification. as identification. ��� �V v�---� Notary Public -C��i..+-�. �ni..��J��� Notary Public ' Commission o.'a�' •::'�:�"•. KATHRIN '+' OBINSOAI aTcie ota t t d Name of No •e or s 236573 .a, �� ���p������f r.'236573 �'-f,o:�� EXPIRES June 02,2079 "''?a:�:dr�`: EXPIRESJun ��4;::�s+r.-;.: • e 02,2419 Fwria,,�w:a,yso•��u�.co,,; ��f,ie;i4f',y,:�; Flui[LdJ�mrySo•vKn.r.a�s _c�.yJ o � �O�lLOi11UP- ' '�:3i.�^``� _ �. �, ""sw" City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �A11 C. V�.�ap er �d NS TR�G�0� Date Received: 1 Z- - I � — � � Site: SId( 5'`L cS TR�EE T Permit Type: /�EQ08f- rRaNT � R�AR PdR�N META�- � �t�o��i�oN 5 Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ � This comment sheet shall e kept with the permit and/or plans. �� �y'l.� Kalvin Sw zer-.P Examiner Date Contractor and/or Homeowner (Required when comments are present) �;. . . 1 � � _., Y.�� �JG �S � � � Constructio�, Inc. . .�' C'�.� � �949 Gall �ouledard, Zephyrhills, F� 33541 PHo (�13� �82-0920 � (352) 567-�58� Faxo Q�13� 715-48�� STATE CFRTIFIED 6UI�Di�1G AO�D ROOF{NG CONT�A►CT06��C�-005g877 and#CC-005�134 SE��T� �'l�L��A'� I'+�5� �IOlQ/�IES 8t ��JSINES5E� SINC� Y�76 ��.�chape���aas��aac��tioa�a��an CONSTRUC'�I0�1T PR�PAS� Date: 12-0�-15 h�hone: (�fl3)782-1297 Fa�: Name: Allan Ston� �DL/ � fj-7 y, cConta�t: Address: 51015ffi 5��e�t ��' City ZephyrhilLs State �'1. �i� 33548 We hereby ��opos� to s�ppiy�na�er���s and lalbo�°a�� mec��sary to: Porch Roof • Temp Shore Up Ro�f And Front Columns('Temp Support During Construction) I • Strip Existing Roof ing To Deck • Kepair Tongue And Groove Exposed Roof Decki.ng,Tooth Ont Areas As Needed. Allow 200 Sq Ft • Replace Approx.4 Rough Sa�vn Pressvre Treated�toof�fters{Nominal To Historic�afters) • Insta1130 Lb Dry In On Tota1 Porch Roof Deck • Insta111x4& lx6 Perlins On Total Porch ltoof Dee�(No Exposed�ailing) o Install New 2 1/2" Crown Molding At Eave Perimeter(Ma.tch To I�istoric As Possible) • insta112d Ga. Galvalume 1VIeta1 Drip Edge • Sv Crimp 26 GA Metal Roofing,1 3/4"Wood Grip Screws • Flash To Upper�'aeia Deck, Posts, Rails And Lower Wood lzepairs • O�vner To�emove Porch�'e#ition • Lift Upper Beam And Posts To Proper Height • Strip�Jood Deck'v�g Back To Facilitate Girder And Floor Joist Repairs � • Install Custom Sized Exterior Girder • e S er lacement Accor ' To Acce ted Practice Or IZeplace Deckmg As N eded, tagg Rep ding p Replace Full Lengths Where Necessary Approx. 200 sq. ft. ' • Reset Posts On New Custom Manufactured Pt Bases(4) • Repair Rails As IVeeded at Wall Removal • Existing Design Of Rails To Remain • Stair Treads And Stair Rails To Remai� - Stone Historic Renovation.doc Page 1 af 3 ly4 '�.� . � - _ �� .1�'� ���� ���� ����t���ct���� ���� _ � � �� ���������r� �������fl ��n���a�� o a o Re��° C➢�+e� F��°�� A�d W��o o �trip B�ck Remaining Deteriorated�Naod fl �sta3l�all�raming Ancl It.eglacement 1 �6 NQvel�r Sid�ng.f�Fprox 8Q Sq F�.Area � '�1 X 4�'T Flaor�eeking And�rami�g l�s RTeaded A.�Tiyne And IV[a,terial I�ates . o Ins#all Nev►�6" "I�,°�utter At g.Tpper Eave�ver dZepair�d{�pen�.lecic tAnd.Daor,�cea g Iustall l -3x4 Downsp�ut � �ear Flo�da R��� l�a►��' � . o Ta F.�e Addressed and paid for�y I+/Ir. Stane ���� ,.� , a �31 New Expos�d td7ood�Ii12�e Primed Pri�r'Ta Installation � Fre,ssure Wash Total House And Forches � Scrape,S��t Sand, And�ri�e Exposed..�reas o Repairs Ta Ex�ased Daamaged Areas�hTill�e Repa�red At'Fime And lt�[aterial Ra.tes As Per �e1ow * Paint Tota1 Extea�or Residen�e And P�rc�ies 1 �aat Quality E�erior Satin Sheen Acrylic Paint e Deck�nd Tr�s'thr�lt�e Pa.inte+d���.t 4�f Additior�al Cvlor If Reqa�ested � *LT�nsee� ��A.�fldg��n�� ��o�� R.e�afl� (Nc�7C mEscRi�E�As�v�) � Y2epY��e bad v�moc�,othe��h�m hea�en�a�ga-�ed#�,�� 38.00 cfla��aas per n�aaa-hou�r p�us a aena$�tt�i�l�s nrnarY�ea�u��t B�% Ccamt���to��°gs fee. �nc�udes: Clean�am a�o�r�vork,sunervisic�m,all xo�l�er� �r�fi�llvi cev�red bv Wc�rk�r's Camnensa#ion and��nera➢I.i�bi�i�I�suram��. Schaper Consfruction wilY warrantee our�o�kmanshi�amd basic buildin�materials fvr 1 - Years(maaufactured�►raducfs and fi€�tures are wa�rranged bv manuf�cturers)(nc�warrantv availabie for f�red�ss)and�ssu��n��ua��nf��eturers war3r�utee t►n��f�izt�r+es�e�ectiv�fa°�oa�a installafion a�ate,after faill n�vmrent fo�a�w�►a�s or servkces. S�ne Historic Renovation.doc �'age 2�f 3 ,�,;� � _ r ` .�� ��� ��n�t�°u���a�n ��+�� _ _ � � � �� � c��m����°�c����u� I�rr������ ���ti����. a o 0 � ��Il�° Q�LY9�$� ���� I1��t� �HflCfl��t�o �nferiox�h7ork, Screen or�indo�v Repairs,Lattice 4R AN�'4�JORK RTO"T SP�CI�'ICALL"�I��NTIC.DNEI�ABO"VE. I�TOTE: 6��TIt tI�YTCb'�`��t��S 1��'�'�T�L����Y�.��g�l��� .�1�IX��S'g'IN�G �E�i..li:r.t��..11Sw�y Sdk3`����`HbEa��L111fR3���t111Cr 12�1C31YIllB1+�lY7 J§Y��S.tTlli.ti1ti18�r4�13 i1.8:4If�1'Lt77 .it.S��WIlIl��A.iL `4E��i'SL'�!L`gl'�IILL`Y�.L'ltiStlL'.el'�l�i.P M'�e r I�Y.4WA:l�TCES(if st�g�c�above)o � AL�.O�VANtC��1t�AY���E�N lU�}E��T T��P�B���S�.AB'.����'����+ �Q�S�S �ANT�T���E�}L���"�"EgBI��A. �����JS�1T AI..I.CI��I►g�� 12C1N�1�ES�'�I�ti A�fi���d��:fN'�`a �+'�`3EgF'�I"��A.�.A��U��'I��`E��►I� C4��F�('�Y.iN�I�A��7STlY�1`���'tCD��C6aI+�7'Y�AtC��IIg.�.BE 1b�AgDlE OI�A ��R1G}E 0�3E�F��9�3Ei�'�E���T4G����T����11����RT�l.L�Q���'�'I�� 7rH�+ 4D�f�+B� ; . � ji��l�i9..( ���Ji:la U+' ������o�1Y TERMS 4F�AYlV.�El�1�': 30%�3own, 40°lo Upc�n 50°loCampletian,30°fo at Campletion ( QPrice is val"ed for t#�irty(34}day�} � I accept the �bov��nri�e ��a� ��rr�so Y�� are �ut1�m�-izec� t� be�in evork, .� � � SYGNE�.A: ����: ,f� � ! GJ a�or ner's R.epa�es�nt�t�� � � ��.�� ��� s����►: ��t�: , �p st�uc�mn,Imce fl8�epresemtatiee YUII TSE B A ORDING'�O FE�ERA3L-LAW NI�►Y CAN�L�� �'ItANSACTI�N A►N�T FRIOR TCM MIIHI1YIGl�IT OF THE THIRD BUSIl�TE�S Dt�Y AFTER T'HE DATE �F THIS TRANSA�TiQrNo �ARNEST EXPEldTDITbTI2ES OCCUI�REII►��' 7�HE CONTItAC7CClR�'RIOIi��QCAN+�EILI�.A�CDN N�AY BJE IDIE�DdI�TED F�OM 1l�4al�TE�''S �CI BE RE�iTRNE���,1 TI��UYE3[�. Stone Historic Itenovation.doc Page 3 of 3 ��`�'� = f'�~�� . � ]Fnrce Ln�ineciin�&'T'edti rtg Yxtc. 74530 R�mblcwood S�dve Hwnblc,,'I'X 77338 product�valaativn Report ADVANCED ALUIVII'IVUM �6 Ga. Advanta�e t�oo�I�exnE�l drrer Plywootl Flarid� Produc'�Approval� # 1763.1 it2 �Iprlda BuIldFng Code�Q3.4 per Rule 61G20-3 Method:l--ri ���/���1 �/�T� � ��l J Gatogary:Roafing (i�"�(���P�1(�{�IL�� Subeat�agary:nJle�af Roofing ��� ���'��� � Compfiance Method:61G20-3,OQ5(1)�d �v�z prQduct ManufaCturgr; Advanced Aluminu6r Zs3a�arkway Str�+�t Ly WITH ALL lakelat►d,Fia�rida�33��1� SHALLCOIvIP �,LWORK �v�,�G CODES,FLORID COD�AN �n�F�eer Eva�uatq�.: p NATIONALELECTRI �ANCES ^rerrence E.Waife,p.e.�a�973 CODE, LS p� Florida�valuation AN�11�:1QZ0 �TTy OF ZEPHYRHIL ;� lidator• Lacice Bowden,P.�.,F!�t4�9T04 9450 Alysbury PlacE+ Montgomery,AL 36117 Con'te Evaluatfan�teport Naqes 1-4 �,�illtfefl� ,��,t,��c���°�Q I��++ y���,�V � ���s�,�+�`�rr .tiH� . �o �:� <<�► M : �.�� �� � �� .* . ,�.�, *�-y . -�`-) • �• srawEol� �ar C. � �°` �x 0 RY��` ,�;,•` i�� f�i`3'�.f-.....��V'y�• ♦ ,�rr 4 NI rM���`, ��'L#1763.1 172 ril�]e 1$,2015 T.Ti���+ ������� �h�nt•IIlnlrn� r��:�r•it���� 6hLb�h9�9� ��:SZ 5T�7/TT;�� . � _-_ _-�__� I ,�—- .. -_ --�-� �� �' �- � � ]Forae Engineering&Tesdn�Inc. 1953D Itwnblewuocl Y)rivr I�umble,7C�:77338 Cvmpliance 5tatemer�Y: The produGt as descri6ed in this report has demonstrated complianc?wnh ihe Florida Building Code Z014,Secc�ans 150�.3.2,1518.9,1523.6.5.2.4. Praduct DeseriptEan: Advantage Raof Pa�al,26 Ga.51.ee1,36"Wide,through fastened rdof �anel over APA Plywond decking.Non-structural Applicaeion. Aanel MateriaU5tandards: Material: 26 Ga.Steel,ASTM A792 CDated With CePAm-A-Ster 1050 Or 1151'M A653 C90 conforming to�lorfda Buiiding Gode 2014 5ection 1507.4.3. Yield Strength: Min.80,0 ksi Corroslon Resistance:Panel Ma�erial shall comply with Klorida[iuilding Cede 201�},Section 15d7.4.3 panef bimensfon(s}; Thickness: 0.019"min. Width: 36"maximurr�coverage l�ib Hefght: %"major rib<�t 9"O.C. Panel Rollfiarmer: Bradhury RoIlPormer Panel Fa��n@r: #10-12 x 1-i/2"Panel'�te with s�a(ing washing or apRroved equal /"minimurrt penetration throu�:h plywood �orrosion Resfstance:Per Florid;j Bullding Cade Zo14,Sectian 1506.6,7.517.6 Substrate UesCripCion: 1)�or HVFIZ rnrtsts'uGtion,us�1!�/��"or greater APA Rated plywood oi wood p{�rrk. In reroofing applica�ioas whereLhe deck is less than 19/32"thic:k(m1n. 15/3Z")the atCachment ofthe decking irr no case shatl be less than 8D annual ring shank r►ails at 6"O.C.Desig�ti af plywood and plywood suppores ar�;outside Yhe scone of this svaluatlon. 5ubstrate must be designed in ac�ordance w! Florida Building Code 201a. 2)�or Non-FIVMZ applicaClans,us�min.15/32"thick,APA Rated pfywood qver supports af maximum 2A"O.C. Design of plywood and plywood supparl;s are outside the scope of this evaluatian. Substrate must he deslgned in aCcordance w/Florida Building Code 2014. t`,�{1SIT11/��I `t�� ����.�:� ���I! .� ,���4� G6N$�r�`�� � Y (�� ,� � �.�� � �, , w . y �� � � �•y•'�/�/L�f✓ .�-�,�� � `` ���.,, � w r �0• ��►`�� .�ti �' qy r ��il�°�1�° �x''Q��p�r.,l��ti Sp1��8b!!ll +l;�('�, r...•+�1�V~h�ti asrm �I /� � tt ♦���aNr tr����� ♦ r�,���63.Y �.2 June 18,2015 TT1�n 3���,� I�di�t•1rL51i��•`.•' �1�:��.1H!1�I•`•' hh�hah9fi9fi o�=�:ST �T��Zr'T.TI�t� r�-�_ --� �-�- �,.�_�.�'�:- -�•. - _ -�.- �----� ��- .� �"- �`,-�--� � Furcu�:ngineecing&1'escing Inc. I953U t�umblewnad i7rl�e Tduxnbla,'A'�77338 deslgn Uplift'pressures: T�hle"A" Niaximum Teral U 1ifY Desl n Pressure: 82.Z5 sf 1'23•5 psf Fastener t+aattern: 9"�9",y,_9„ 9�,���y��_9� F�stener Spacing: 24"O.C. 2'-'�0•�• "I�e51gn Pressur�includes a Safety�a�xor�2.0. Code Compilance: Tt7e product descri�ed Merein h:u demonstrated compfiance w�th 'I'he Ftarida Bu;Idins Code 2014,Section 1504.3.2,1518.9.1523•6.5.2.4. �valuation�teport Scop�: The product evaluation is limited to comQliance with tihe stru�tural wirid load requirements of the Flor'rda Building Code 201A�,as relates to Ruie 61G20-3. PerForrnanc�Standards: T'he product described herein h,as demonstraCed complianCe with: ■ TAS 125-03 � UL 5$0-U6�Test for U�tilift Resistance of Aoof Ass�mblies • UL 1897-Od-Uplift Te:�t fc�r Roof Covering Systems • TA51oo-95-7est Procedure for Wind and Wind nriven Rain ZesisCance af Uiscontinuaus I�oaf SysCems � TA511d-d0—Accel�ratedWeathering/SaltSpray Reference Data: 1. TAS 1z5-0�:UL 580�9a/1897-98 Uplitt Tes� Force Eng+neering&Testing,Int.(FBC(7rFanfz7tio►1#TST-5328) Report No.�43-oi357-09,�)ated o6/02/2009 2. Y�S 100-95 Karabaugh 6n�ineering&7esting,fnc.(FBC Organization t�75'f-16 i4? Rapart No.TZOz-09,f7aCed Ofif 25/2008 3. TAS 110•Ob:Akzo Nobel CE�r�m�A-Star 1050�oated metal pana{t�:sting A)Accalarated Weatherini;ASTM D822,�151,�u� g}galY Spray ASTM B 117 h. Certificate of Independence 6y7errence E.wolfe,P.E.(No.44923)�Force�ngineering&Te:�ting,Inc. (FBG Organi2atian#f ANC•ib:1920} TesY Standard Equivalency: 1. 7he UL�80-94 test standard is equivalent to�he UL 580-06+test standard. 2. 7hs UL�.897-98 test standard is equ9vaient to the��1$97-[14 tes t stantlard. ,���r�r�t�r��r t`��+�w•��'�'�n ��''i t 4;-' g l � ♦� Q-� l c �S�� +c� '�s tiY� • � •••� • ,f� �..�� �• �;.� ..� � • � .�....� '��.. �,,�,�.�; � : �: ��• y�'A'fEUI� �a`� r'f��. � �� ,�o�. �,� 0 3�1'���:y�a 4� sw��� •r�'SS• •,�C� . �u� ,�i��y���i i����t4a ��#1�d3,y �2 June 18,�015 TZfh� 3JCd l^lfihlIWf1�C Q��hJd11Qy 6bZb8b9E9$ 80�9T 9Z�Z/ZZ/B0 1 �Y���"� =�.��..�. �� � �orae Engrn�ee`rir�g&1"esti,ag Ic�c. 19530 Etumbinwood Dr3ve YYumbla,TX 77338 Quality Assurance Entity: The manufacturer has establ�shed cdmp)iance oi roof panef producCs in attordance with the Florida Buil�iing Code and Rule 61G20-3.D05{3}fo�• manufacturing under a quality a:csurance program aucfit�d by an appro��ed quality assurance entity. Minimum Slopo Range: Minimum Slope shall compiy with Florida Building Code 2014,incl��ding SecCfon 1515_Z.2 and in accordance wi�i�Manufacturers recammendations. Fc r slopes less then 3:�Z,lap sealanC must he used in the panel s(de laps. Inscaflation: Install per manufacturer`s recorr�mended detaits and R,AS 3.33. underlayment: Per ManuPacturer's installation E;uidelines per F�orida euilding Code 2D:�4. Fire��rrler: Any approved fire harrier having a current IVOA. Refer to a current fire directory listing for fire ratings of this roofing sysYem assembly as well as tha loca tion of the fire barrier within the assembly. fire classiflcatlon is not parC ofi th s accepCance. 5hear oiaphragm: Shear diaphragm values are out<�ide the scope nf thts report. Design procedure: Based on the dimensions of the�tructure,appropriate wlnd foads are determ�ned using Chapter 16 of tfte Florida euilding Code 2014 for rooi`cladding wind(oads.These component wlnd loads for roof cfadding are cornpar�:d to the allowable pressure fisLed above.The design protess�onal shall sele�t'Ch+: appropriate erectlon details to reference tn his draw�ngs for prope�r fas:ener attachment to his structure and analyze the panel Fasteners for pullout and pullover.Suppor[framing must ae in compllance with Florida Buiiding�:odE 2014 ChapLer Z2 for steel,Chapter Z9 for wood and ChapCer 16 for stru�tural loading. ,����►t tiE�r�i t��s e� ��..�W �yi� �t R:�='� al . .,d Q�• � G� N S Ea .¢�''�s , `�tc�, V '.� r v W IW��� / /_, � i w w ( �"y � `����.0 \ (,l w * . ' +" '�' STATE QI' :tk.:' � �r r +w ��0�'���+d R,Y.���'•�"�i�w SUMOfYi� +j� • �' �• �u�Y�'N +���yy 4�Y I1{���5��� �'�.#1�63.1 uz June 1$,2015 TTI9C� ���d t��nr�aI�^Jfl�t' Q3�Ntl(1Q� 6bLb8b9E98 sr��5i SZea�it�se � 26 ,Gra. �;dvani,age 1�.00� Pane1. �v�r plywood FASTFNFR PA'ITF'RN TYp�,,,�..�11',�,4° Q.C. � �Y I� �a �f—• BY �� 9F � ..--..�......� r ^• ��j 10-��2 X 1-1/2" PANCL'rl'!'E FA57ENER PAIT�BN_ �'_�B Y�•�• I� y' �,T 9` -�.1.-� �' 9 � � �y,o-iz x ,..,rz- �wu�Trt� o+ ,a„�w �,nx �,tiy��.n�ir��.� �rer►p ♦����"'�Cj� `w,.+!YQ�y+ � ,�/�,_ �+ ���U��{+�':� � Yy"a/: �,.` � �t � ` ; {VO,d492� . Y IY + • � �. �_ .y� G 1 • M r ' �. i �7 F •�� ys • • iY }„•d �� �� ��( dR`��.����t +�+'+.�;�f41yAl.�t��,.`` ►T'1111A �8 r �'�1� T1%��l_i ��_i.';',_1 �i.�r�hlIlnJl1„% ��:�r'.JH/5�f1�,,! Fi��tiOraG�O ��1:�T ��Tl�('_�rrTT�n�1 . • . �� .�`�.�. �.����'�'�.�`..�'� ����� �1 D'1I��N � E d L.C��.� �.�.�.�5�� +�V��. �'L�'"�{��T� � �. l.► It� 1 N � �i Buildings h�ving a Roc�f M��n H�ight< �0'-�"; Roof Siope: 2"li�"-6"/�2" �a�1e c�r�3i� I�vc�f Wind Speeds 140-18Q m�h, �xp C, Risk Cak��ory!1, �nc{os�d �I��g. ba�ed on FLO�tIt�A BUiL171iVG CC3D�20�� �C�GA. ADVANTAG� f�AN�L�A�T�N�R SPACENCy � i4.., W�N�t Si'�E1� ZC�N� �A,S7�NE� SUSSTFiAT� 'f 4�1 'f�O � "16Q 17O �"!$O C�id G�t�T�R C}td CEN7�f� Oly G�N'1'ER 4h1 G�NT�R �C?N �ECJ7�R SPACIIMG SPACINC.ti �F'ACING SPACING SP,4CGNG #�fl•h2 T`�PE A 'Tl'PE A �YPE a4 T''(F��A Tti'I'� A 2t�hl�4 x '(-912° �513�"PLY �� �� 2d 2�t �4" 2q" 2�i,� �10-12 1'YPE A 1'YP�A TYPE�4 TYP�A T'7'1'� t� za��� x�-�r2" �srsz��r��.v ��„ �¢„ ��„ ��„ ��„ #10-12 'I"YPE A TYPE B ""Y'P�E3 TYP� �3 'i"t`F'� Ei zt�ra�� x j_,rzt, �sr�a��P�Y ��„ ��„ ��„ ��„ ��„ PANEL 17�SCRIPTI'bN:3��F21�i.,�6�A..�8"C(JVERAG� P'AN�G FAS7�N�1'Y: #9(�'i2 x 7�112"PAN�L TI7E i�A13��.RflLL�ORiVI�R.��AC}f1tJi2Y. MAXI�VlUM A1.ti.G1V1►p:'BL�F'ANE:L UPLl�7 pRESSUli�: -82.3 PS��,u,'1 "�4"Q.C. Ff�SY�N�R PAT7�RN 7YP�A,-123.51�8F�12"t7,C. PASr�NER PA77�RN TYF�E e,PI��SSUR� eiAS�I�C1N 11L 5801UL 1$97 T�STIPd�REPtlRT#3d�-U135T•09A-C. PCYWt)t?D Q£�K�NG:tlrSiN, 18t32""t'NiCi{,S-C,4 P�.Y. P�.YWt7�.1D MUS'f BE DES�iGt��C�IN ACCORCIANC�'Nt"t'f�Ffi�2014_ ,�00�SLt7PE:ON�tE�U�St.t}P��L�S�1'FiAN 3:12.E.AP S�ALANT tvlUST BE��lS�b►N F'AN�L 3lbE LA,P$. �OAd 1'A�L�BAS�'L�QN Wlhlt�PR�S�UR�S CALCl3LAT�Q P�R ASCE 7�10(1<d,0.8a) MULTIPLI�Cf BY O.B PF_R F�3�2a10, S�CTION 'i609.1,5, Lt�AC1'fABL�DO�S Nt7'f INCl.tJ��OVERWAN��CSN�S NQT�t SF Ti-i�BUILE�4N�G+QEa N(5T ME�T TH�ASOVE PARAME7ERS.S1T�S�'�G1F1G EN+�4i�l�ERINC,MAY 1��U 3ED. F�s .N.R P,+�Y,T�I�t� T1PE �+ Ai 24"._�.�,, , �,+� _— 4' �m,�.,t 0' �,,,�+rc �' _' �"�'�—� `l ''�.�..�..�.f�__� ���� �f10�iS■ �•�JY Vntt�CL rlE� raa7FNce verYK�p TY�� i��.� -��,•,- �� tr� -�i 9� I 'i� '.—� �"""'_.."`„'� �-7� --�'J�,- ' „�r� —_'�� "r "-��D�tz a 1-�f12"a.vtt2 Y(tY �ClfUE 2 � *y4E�a�'a c�o,�� �-,�, �s,�ti.,�. ; ... F,``tr� _�.... ----�.,. �_.._.,..�--.. -.M- �� y'al,�."�Aa�+,1�` .:fpi�` ��'�+ �! DiAGRATvi�t9R�ABLE R{7qF WITH _yy � ,� �v , �,, •, �'�1 � i W1'Cli RLIC��SLt?F�2'42 ts�GRGA'1'EkZ i ,•",' �"� .;�p��. :: _ r � :� E �44j�G' t w r ..-3 `F�,.,, i''°dw � � �. 'f� � �`�,�' ,�. �� ----.��, _—_�----� ..._._.___.......__...�....,...� �e `"�- +�,jV�f"�T1',�1 I:�%I" .,` �w r f r�'w � ,. _..- __- -�.'�.....___••_____.....A.. � � " f'`� `i '%'u �. �� ' *J r��,+,u� �y 1�` w 'y } t��'�a��,(y� o.,';• �R 1�..,ti'r ; zt?N�-� i �Gab�z tS��1i�;�t�i;�3����. � � w Note,Dirto�3nsion{�}is detineci as 1 C�°�c�#itae z�litr�mum wirlt�+r�f �.... ___����_-___-^�------.....-_-�-___----W� tFs�building ot 4Q°la oF tht�f5�ea�h��9ht o!lltio rou(,WhiCheve��s �maller,ho�vevr�r,{�)c�n�lot 6e�uss 7hr�rt Aiiher i"tv of thi� Z�C7NE 3 •� L-�,ve minimurn width of thcs buitdi�tg ar�EaOt. � �i,�cr� ���d �n�nr�z�h�m� Q��r��r;Q�r stiLvat�9e�s a�:ST 5ti�z�iZfs� 26 Ga.Advantage Roof Paue1 over ply�vood - � � i � W m S O CL . Cp_ � :: g1�,w���, `� �`�t � �s�������- .5:±e• ,.�.�'�'$'�?��y O . e F` � � ���� �_���_��z`o c `�a,.� ��� s�... ��� � . ����''������ � _ � s2�or Fcs..i oJcr� r . , � � �tb-t`i.5���l2.� � _ ���r R.� F�.ro � ._ � ���� - - � ���-�� � • � ��• �q ' s ��^�`i���'+1'4k�f�4 53��� � ! � -'� ' � - Ll ¢� a � ',['��� N ����� ��� ��S � ����.�i�� �',�����-�' 'u`� . � ���'�'a��..i�t� � � ' � ������ ��. � - . . � � . � - � s��� a � - � a,o�c. �€'��. ��" v . �ssrfa .t r, ' Y q�p ��l�61�I fll� � �' •'` (',�C E, f,8��-r � .�`a'.�����`�.'.R�� .-;, t „ � t�t�_��.....,•rY��e. ` Y��� ��o -�-L X S f�. pp r14-C•� `GE�1S,�'•�,C�� ' � �i�'���'�: �f.C/� v � • . . . P!�.�=9''3 ' ' t�s a'�''t.�d� a � a� ' � m �• �!� • o ' . � � w • STAT�.�1' ���a • .. o p� ��� t F .,C 4P'�c�'V4 u� ,. �p g� •� . , j. � st � ` � •o•r�ti�- t� , m ��f�r�f"stt�i..t4��b � �rT%�e�eE�a�6� , c-1 � �LL�1� 1.a� 2��.J� m I _ J � 26 Ga. Advantage Roof Pane"1 over p�yvrood � � s �� w � s _ �- rd �t • �. @ C'� �E.�F'"€�.��`-�?�' ' fl '����"�.,� - � � �F��.� �-`�.'`�.�t�� � ��`���`��� �� �----�".,�,1�'���?�f.�'�� - � �'.�..�.�,. _ � ����� :�:��c#I;�Pu�.�»r . z � Y�'�.--�� - � H --'�� [•��1�� �oaF�nt(�- r.7£t l t_ J � `'S, _�l�^� /' �����•O.C o� - L� � �,.: ' • '' ... � . t�1 pT� 'S t F?'�S oF VfFL.E�Y .,� , �' ra � 1 ti,;,- - --^-� W _r-"'� �. �-"' � V� - u�- {a-��c!.�Lr�- ra��t� y� �tc `1°k' t�l=�,."?�'".cKA���FOFF' � j ����..r�, s 1 �/ALt��`� �� :fE���. - I fz X EfL � 1=ot..L '�.�r+G��= n _. ;� t., �.kafi���:�€�+=-��i��ti! �.�!�„#�.:�.1�,�=`�T f�i����'���3z�3's '��d��I�;.E-k':�� � ��.;t������ . ������� - . ' 1'���i��:�� � �� �:+F�����4 ���•���'��4�.��� t a`-�''.�ta� c.�s.,z ��g������� t`i4,�St''+�.iL"+' ' ' L'S-b^:l'!t��f�i�f."'4`F:� ��c cr.�F.::s-nax��s' r•as.: ����� ` �-4aM C� 1�� O rf JRLL�Y - �� " ��-.�'����i� � 9it�s d F�sYie - � Cfi�. ti 6 P677e � ������� ���•�� lD \�tl�L13lF! �! . 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' �aste��e� #�ac�rner�t fo� ��dg�, '�a�te�s, �aves, an� En�i�aps � . m � . F-% r A`- F-' F-%