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HomeMy WebLinkAbout15-16698 CITY OF ZEPHYRHILLS 1� 5335-8TH STREET �s13��so-ao2o 166 8 �: BUILDING PERMIT " PERMIT INFORMATION� � � ` LOCATION INFORMATION ` Permit Number: 16698 Address: 5242 TANGERINE DR Permit Type: RE-ROOF ZEPHYRHILLS, FL. Ciass of Work: ROOF REP�ACEMENT Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: ZEPHYR HEIGHTS Est.Value: Parcei Number: 12-26-21-0040-00400-0190 Improv. Cost: 6,570.00 OWNER INFORMATICIN - Date tssued: 10I28120'f 5 Name: BROOKS, JOHN &JANICE Total Fees: 105.00 Address: 5242 TANGERINE DR Amaunt Paid: 105.00 ZEPHYRHILLS, FL. 33542 Date Paid: 10/28/2015 Phone: (712 540-9162 Work Desc: 15 SG2 SHINGLE &5 SQ MODIFIED REROOF CONTRACTOR S - APPLICATION FEES � R AN R 'UFf�V�INC � RE F RE ID NTIA 1 .00 �--� 8 � � � � � � L � 4J �--� � ' ' � � Ins ections Re uired, ' � � � DR I R F N P TAPE JOINTS ROOF(NSP FINAL `�,-I � �l �� REINSPECTION FEES: (c)With respect#a Reinspection fees will comply with Florida Statute 553.80 (2)(c)the lacat government shati impose a fee of four times the amount of the fee imposed for the initiai inspectian or frst reinspection,whichever is grea#er,for each such subsequent reinspection. N(?TICE: In addition ta the requirements of this permit, there maybe additional restrictions appiicabie to this property that may be found in the pub(ic records of this�county, and there may be additionai permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to awner: Your failure to record a notice af commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with yaur lender or an attorney before recording your notic�of commencement.° Camplete Plans,Specifications Must Accompany Application.All wark shall be pertarmed in accordance with Ci Codes and Ordinances. NO OCCUPANCY BEFORE C,O. NO OCCUPANCY BEFORE C.O. -_ . .. _ �.,��� �' � C�;� " C �NTRACTO SIGNATURE PERMIT OFFI R " - PERMIT EXPIRES IN 6 MUNTHS WITHCiUT APPRC}VED INSPECTIBN CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PRCiTECT CARD FROM WEATHER ,� . J� -.%�' �' � �� _ �h"�.^i �� City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: � �� Date Received: �� � 2���`j � Site: (�Z � � ,/,�°_ �/� Permit Type: �� , �� <�� Approved w/no comments: Approved w/the below comments: ❑ Denied w/the b elow comments: ❑ � � , i i t € �. , ; 1 z , � } This comment sheet shall be kept with the permit and/or plans. � � ; -�.��v�, ..�:c.�rc.� Q�� °� � �01� � Kalvin Switzer—Plans xarriiner Date Contractor and/or Homeowner (Required when comments are present) ..�. .—. ' - - , -- ...- - - � 813-780-0020 City of Zephyrhills Permit Appiication Fax-813-780-0021 Bu1{ding Department Dafe Receivad• �. .- � ' Phone Contacf for Perrnitting -- • o.wner�s,Nai►ma ���. �(�. ��Q f—S Owner Phane Number �� '��a '�1 ttf , Owner'.s Addresst ��� � l.�i t f')`�-(��� �/1�,� l�"01� .1-�t 5�Ob' Owner Phone Num6er Fee Slmple Titlehalcler Name Owner Phone Number� ' � Fee 5imple Titleholder Address �` , I __--- j} i1 JOB ADDRESS.•, w.J � "I'� I Q��(t��.. �I/r. �t t`�j � . ���I� LOT# �� SUBDIVISION �� � ;PARCEC:ID# f �'��-��—���—������ --�� Cf�. ' • � �(OBTAINED FROM PROPERTY TAX NOTICE) WORK`PRl7pOSE0'' e NEW CONSTR e ADDIALT C] SIGN [� MOVE Q DEMOLtSN � ��� ` INSTALL. REPAIR 1 PROFQSED USE , C�/ SFR Q COMM Q OTH�R TYPE OF COPISTFZI�CTIOW Q BLOCK Q FRAME Q STEEL Q OTHER DESCRIP,T;ION,OF�W. ,ORK (.'��A'� t-�,�a4+ �e-�1�� .I`I � 1�0.f e„ �lAf2(lS cOf�1i t� S uar�i 1c���P(� �tiT�1�'�cV'� . �-�: � .._4;. :1 , BUILDING SIZE. `e„�. . � ;SQiF007'AGE C��,� HEIGHT �_� Q BUiLDING $��"'���' h.;':°.��''�m';:�-.��::;;.. 4;-`. ,.., ��/ACUATION`OFTOTAL.CONSTRUCTION y ,� . � �l�/�� � :� - - • Q E�.ECTRICAL � � AMP SERV{CE � PFtOGRESS ENERGY 0 VIt.R,E.G. Q � P1.UMBING � � I�'i'r���� 1� ��i�`� � r� y � Q MECHANIGAL �$ , � VAt,UATICIN OF MECHAIVICAL(NSTAI.tAT10Nj��V�� � ��� ��r� Q GAS � ROOFING Q SPECIALTY Q OTHER C� � ��'�n FINISHED FLOOR ELEVATIONS , FLOOD ZONE AREA QYES QNO�J��� ,. ���� BUiLpER ' GOMPANY StGNATUR� REGISTEREO Y/ N FEE CURRENT - Y/N Address l.icense# , �� ' � � � , ELECTRICIAN GOMPANY SIGNAYUFtIE REGISTER6p Y/ N �FEE CURRENT Y/N Address � License# � � PLUMBER C�MPANY SIG111ATURE ' REGISTERED Y/ N FEE CURRENT Y/N Address License# � � MEC}iANiCAL COMPANY SIGNATURE REGisreRED Y/ N FEE CURREN7 Y/N Address ' License# 1 . I � -�-��..- r'"" (� - �`"� dTHER`'.__... �M /�� n,, r� j �/ COMPAi�II( ��t 1(�{)#`ti ' �- SI(�NATdJRE 4 CN" ��1� I��C..L �,UOO(,/� \ � �� REGISTER�D Y% N FEE CUR EN7 '/N . - � - - Aclilr��s - .��I.�_S� �J�- Z� I'1- ("I1d�I S �� ��JS� �`License# I�''��i�Z���� ..,, , . ,_ , __- -.:- -- -- - - -- 32ESIdENT1AL , Attach.{2}Ptot Pians;(2}sets af Butlding Plans;(1}set o€Energy�orms;R-O-W Permlt for new constntction, . Minimum ten(10)working days after subrrmittal date. Required onsite,Canstriiction Pians,Stormwater Plans w/Silt Fence installed, Sanitaty Facilitles 8�1 dumpster,Site Vlfork 1'ermit far subdivlsiansllsrge proJecks . . CC3iNMERCiAL Attach(3)se#s o#?Buflding Pians;(1)sef of Enetgy Forms.i2-O-W.Permit for new construction: • Minimum ten(10)working iiays after submitkal date. Required onsite,Canstructian Pians,Stormwater Plans w/Silt Fence installed, SanEtary Fac9tlties&1 dumpster.Site Work Permit for a]t new projects.Att commerciai requirements must irieet comptiance' SIGN PERMIT Aftach(2}se#s of Engineereii Plans. , ' "*'PROPER7Y SURVEY required for all NEW construcdan. ' Direations: Fill ouk application completely. � Ownec&�antractor sign.baak of appiication,•natarized ' If over$2500,a.Notice of Commencement is requlred. (A/C upgrades over$500a) � _ . . , '* Agent(for the contractor)or Poviier of Attomey(fo�the owner}would be sorneone wlth notarized letter from owner authorizing same 'OV6R THE COUN7ER PERMtTI'ING (Front of Application Ontyj � ,„� � ' � .: „ Reroofs � �Sewers � Service Upgrades A/C Fences(Plot/Survey/Footage) � , Driveways-Not over Counter if on public roadways..needs ROW � NOTICE OF DEED RESTRIC�'IONS: 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 cestrictions. ' UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contracto� 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 County 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 Counry. � . TIZANSPORTATION IMPACT/UTILITIES IMPACT AND RESOl1RCE RECOVERY FEES: The undersigned understands that l'ransportation 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 specofied ira 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 �nd Resour�ce 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 uvork is$2,500.00 or more, I certify that i, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applieant is someone other than #he"owner", I_certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the°owner°prior to commencement. • CONTRACTOR'�/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 wiil be pertormed to meet standards of all laws regulatmg construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. ( 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. - $outhwest Florida Wate� 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 Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I undersfand 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 cert9fy that fill wiil b� 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 1 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 no#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 Pssued shall become.invalid 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 abandaned for a period of six(6) months after the time the virork is commenced. An extension may be �equested, in writing, from the Building Official for a period not to exceed ninety (9p) days arid will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days, th�job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTiCE OIF �OMMENCEM�IVT IIAAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU IIVTEND TO O�BTAIN FINANCING, CONSIlLT WITH YOUR LENDER OR AN ATTORNEY BEFOR@ RECORDING YOUR NOTICE OF COMMENCEMENT. � FLORIDA JURAT(F.S. 17.03) • ___ . . , -yf::- ..�, :..,;,;`'' - - ;'r s�>,4.;,,;;-..�� - Y - - :`r::�S:;�i�' �::;:�.:�;. J )� �,,,,... .� . ..1� - ` � � �� 3LY)�: ='<q;�;•�:,..,,:GONTRACTOR� ' �'�.(CL t'i .:�,::_:-: _ _ - : < �,:....,.,,. �- ;:^ :;� OWNFR:QR�AGEN;T':��: ,; Z.0 �s .,,.. �- '�.1.., w._.. ,�.,,:_�,.,,.�.--=- Subscribed and swom tp(or rmed)beto�'�me this Subscribed and swom to r a irmed fore me this W=21�{S by ttr�Q�-�� {"�Li�UL��LQ'.c�' Ib'Zhts by � r e�� ul.a% `� Who.ls/are personally kno to me or ha ave produced Who is/are personally known o me or ha ave produced as idendfication. as identiftcation. / blic ublic otary Pubtic State of Florida Commisslon No �� Notary Public State of Florida Commission No. r �: Tammy Verdadero . am Y ommission FF 184019 � My Commission FF 164019 '`�or�� Expires 12H6/2016 Name of Notary ped" t r s Name of Notary typed,printe o , . --� —�– -- ---- , I Invoice Number: 100�15 r� Purchase Order: ���GIZC�L 1'�aG�l�t�G�C: Sales Rep.: Aaron Camacho Invoice Date: 10/08/15 A Division a f Ryman Canstruction,Inc. Due Date: 11l08/15 License#CCC 1325505/CGC 1517'7'71 Page Number: 1 of 1 INC. Customer: 3816 I,ocation: Brooks,Jan 5242 Tangerine Rd Zephyrhilis,FL 33542 Quantity Unit Descriptidn/Part Num6er Unit Price Tx Price Extensian 1.Q0 6,570.0000 6,570.00 Complete tear off af existing asphalt roofing; Secure all laase roof decking as needed according to Flarida Building Codes; Roof dried in with synthetic UDL and#43 base;Install new valley metal with galvanized metal; Install all new 6"drip edge cator- ;Install aii new lead baats;Install ali new general roof vents; Install all new dimensional shingles and modified bitumen; Manufacturer:GAF Color: ; All roof related debris removed from job site,pick up loose nails using commercial grade magnet. All materials, labor and permits fumished. Provide a 5 year Labor Warranty Additional Notes: includes angled flashing on flat deck tie in to metal roaf,(2}sheets of plywoad,ridge vant instalted,30' of fascia I i ` Roof $3,990.00 Flat $2,100.00 Flashing $480.00 �` Invoice Net 6,510.4Q 36413 Srate Road 54•Zephyrhills, Florida 33541•Telephone: 813-782-6094*Fax: 813 78$-6773 I www.rymanconstruction.com i ''^s��`'.;,, p�. . ., TM ' .Y'' y'jq; �l x i*Ag• _ • � r �::�,�� , �. . '. "M s �,;a ;. '�§`�e:n`,8% t','y��� ' .t�'r.�,. �g'�.;rr.� �'`;�,.� - � � ' �.�' a. .k�� � 4.:�f,.. ,M � �t�;�ti.y . � I�` -z':' ''�+..s' . �'}4 :is, R 'sn•r � r' �`R� `"�'". `h� s'a R 6' 8, � � a I��e $ +a 6 S�� �ls� - "p�v',�Y� � ,�,, _ .� . .a a . � . ., p � .. p . ,. sr°M . � " ^. ' • . ,5..,,_. R . q_� _ _ _ �� - �. ���. -£ �'� ���'t'P��� �� . _ , .. �. . � F��!iG�Le�ar�r�ent� gCIS Nome ( Log In ; User Registration j Ho[Topics � Submit Surcharge ; Stats&Facts i Publications � FBC Staff � BCIS Site Map j Links ; Search ; Busines �?7 � Professi�llQl �' � ProductApproval .y USER:Public User P��U��tl�i1 Produtt AoDroval Me�u>Product or Aoolication Search>Aoolica[lon List>Applieation Detail � � .,� �a �'.'F ���� ��` Fl-# FL5680-R15 } Application Type Revision Code Version 2014 Application Status Approved Comments Archived ALL��'����HALL COI11nt LI'�TtI ALL PREVAILING CODES,FLORIDA BUILDING Product Manufacturer GAF� CODE,NATIONAL ELECTRIC GODE AND Address/Phone/Email 1 Campus Drive . Parisppany, N] 07054 CI'I'Y OT ZEPHYRI�ILLS ORDINANCES (973) 872-4421 lindareith@trinityerd.com Authorized Signature Beth McSorley lindareith@trinityerd.com Technical Representative Beth McSorley(wrrent) P��Vj���:��r.. !�� Address/Phone/Email 1 Campus Drive y td ' Parsippany, N] 07054 C'���� `� `���J—��DI� (973) 872-4421 pLqp�S � �' ����'1BL�,� bmcsorley@gaf.com �m`-��'��c1"[�` Quality Assurance Representative �° Address/Phone/Email Category Roofing Subcategory Modified Bitumen Roof System ; Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer �' Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert J.M. Nieminen the Evaluation Report Fiorida License PE-59166 Quality Assurance Entity UL LLC Quality Assurence Contract Expiration Date Ol/06/2016 Validated By John W. Knezevich,PE - �? Validation Checklist-Hardcopy Received Certificate of Independence FL5680 R15 COI 2015 Ol COI Nieminen pdf Referenced Standard and Year(of Standard) Standard Year ASTM D6162 2000 ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2008 FM 4470 1992 �"���4 Z004 TAS 114 2011 Equivalence of Product Standards Certified By 0 Sections from the Code � Praduct Approval Method Method 1 Option D Date Submitted 04/06/2015 Date Validated 04/08(2015 Date Pending F8C Approvat 04J12j201S i Date Approved 06/23/2015 Summa af Products FG# Model,{�tumbar or Name Dasc�iption �5680.1 GAF Modified Bitumen Roof Systems SBS and APP Modified Bitumen Roof Systems Lir:�its of Use Enstallatiors Instructions � Approve�P for use in FlVHZ: No FL5684 R15 II 2015 44 FINAL. A1 ER GAF MB FL56$0- ' Approved for use outside HVNZ:Yes R25.odf E � Tmpact Resistant: N/A Verified By: Robert Nieminen PE-591&6 � Design Pressure: +N/A/-465 Created by Independenk Third Party: Yes Other: 1.}The DP noted herein pertains to one specific �valuation Reports 5ystem. Refer to the ER Appendix for all systems and max. FL5680 R15 �1E 2615 04 FINAl ER GAF M8 FL5680- design pressures. 2.) Refer to ER Section 5 for Limits of Use. R15, d Created by Independent Third Party: Yes Lack clext Contact Us:;,�940 North Monroe Street,Tallahassee FL 32359 Phone:SS11-487-1824 The State nf Florida is an AA(EEO employer.Coovrioht 2007-2013 Sfate of.fiorida. ::Priva�v Statement::Accessibilitv StatemeM::Refend Statement Under Florida law,email addresses are public records.If you do not want your e-mall address released In response to a public-records request,do not send eledronic mall to this entity.Instead,contac[the offlce by phone or by traditional rtiatl.Tf you have any questidns,please mn[act 850.487.1395. 'PUrsuan[to SecUon 455.275(1),Florida Statutes,effective October 1,2012,Ilcensees licensed under Chapter 455,F.S.must provtde the Departmen[with an email address if they have one.5he emaiEs provided may 6e used far fl�cial communlcation with the ticensee.Hawever emait addresses are public recard.If you do not wish ko supply a personal address,please provide the Department with an emai�eddress whi�h can be made availabie ta the pubiic.To determine if you are a ilcensee und2r Chap[er 455,F.S.,please dick here. Product Approvat Accepts: �� �e�Fsi� � SE.'C1FTt�.'4!k"Ftftf»ti' •` A JY-��.-� . � � ..�. . ;�:.. .. ,�. ��1'�I�I�'i'Y ��D : . . ...::. . �: .... .. _ .;.: ...,. . �� __ ... , .. .. .. , . . .:, .�: . 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Table Deck Application Type Description Page lA Wood New,Reroof(Tear-Of� A-1 Bonded Insulation,8onded Roof Cover q 1B-1 Wood New,Reroof(Tear-Offl A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-8 1B-2 Wood New,Reroof(Tear-Of�,Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 9-11 1C Wood New,Reroof(Tear-Off),Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12 1D Wood New,Reroof(Tear-Offl,Recover C Mech.Attached Insulation,Bonded Roof Cover lZ lE Wood New,Reroof(Tear-Of�,Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 13 1F-1 Wood New,Reroof(Tear-Of� E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 13-14 1F-2 Wood New,Reroof(Tear-Of�,Recover E Nan-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 15 2A-1 Steel or Conc. New,Reroof(Tear-Of�,Recover B-1 Mech.Attached Base Insula4ion,Bonded Top Insulation,Bonded Roof Cover 16-22 2A-2 Steel or Conc. New,Reroof(Tear-Of�,Recover 8-2 Mech.Attached Thermal 8arrier,Bonded Temp Roof,Bonded Insulation,Bonded Roof Cover 23 2B-lA Steel or Conc. New,Reroof(Tear-Off),Recover C-1 Mech.Attached Insulation,Bonded Roof Cover 24-32 28-18 Steel or Conc. New,Reroof(Tear-Of�,Recover C-1A Thermal Barrier with Vapor Barrier,Mech.Attached Insulation,Bonded Roof Cover • 33 2B-2 Steel or Conc. New,Reroof(Tear-Of�,Recover C-2 Bonded and Mech.Attached fnsulation,Bonded Roof Cover 33 2C Steel or Conc. New,Reroof(Tear-Of�,Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 34-37 3A-1 Concrete New,Reroof(Tear-Of� A-1 Bonded Insulation,Bonded Roof Cover(Base Insulation Layer Only) 38-40 3A-2 Concrete New,Reroof(Tear-Of� A-1 Bonded Insulation,Bonded Roof Cover(Base and Top Insulation Layers� 41-49 3A-3 Concrete New,Reroof(Tear-Of� A-la Bonded Temp Roof,Bonded Insulation,Bonded Roof Cover 50-52 3B Concrete New,Reroof(Tear-Of� F Non-Insulated,Bonded Roof Cover 53 4A LWIC New,Reroof(Tear-Of� A-1 Bonded Insulation,Bonded Roof Cover 54-55 48 LWIC New or Reroof(Tear-Of� A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 56 4C LWIC New,Reroof(Tear-Offl E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 57-59 4D LWIC New,Reroof(Tear-Of� F Non-Insulated,Bonded Roof Cover 59 SA CWF New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 60 SB CWF New,Reroof(Tear-Offl A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 61 SC CWF New,Reroof(Tear-Of� E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 6Z 6A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,9onded Roof Cover 63 6B Gypsum Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 63 6C Gypsum Reroof(Tear-Of� C Mech.Attached Insulation,Bonded Roof Cover 6q 6D Gypsum Reroof(Tear-Off) E IVon-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 64-65 7A-1 Various Recover A-1 Bonded Insulation,Bonded Roof Cover(Base Insulation Layer Only) 66-69 7A-2 Various Recover A-1 Bonded Insulation,Bonded Roof Cover(Base and Top Insulation Layers) 70-76 Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R15 for FL5680-R15 � Certificate of Authorization#9503 Revision 15:04/06/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 76 �R.INIIY�E�� The followine notes applv to the sVStems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structurel members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted,fasteners and stress plates for insulation or base sheet attachment shall be as follows. Fasteners shall be of sufficient length for the following engagemenu: ➢ Wood: Drill-Tec k12 Fastener or Drill-Tec#14 Fastener with Drill-Tec 3"Standard Steel Plate,Drill-Tec 3"Steel Plate or Drill-Tec AccuTrac Flat Plate or Drill-Tec AccuTrac Recessed Plate(insulation only),Drill-Tec ASAP 35 or Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3"Metal Plate. Minimum 0.75-inch plywood penetretfon or minimum 1-inch wood plank embedment. ➢ Steel: Drill-Tec#12 Fastener,Drill-Tec#14 Fastener or Drill-Tec XHD Fastener with Drill-Tec 3"Standard Steel Plate,Drill-Tec 3"Steel Plate or Drill-Tec AccuTrec Flat Plate or Drill-TecAccuTrec Recessed Plate(insulation only);Drill-Tec ASAP 35;Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3"Metal Plate;Drill-Tec Extre Heavy Duty ASAP Roofing Fastener-Insulation. Minimum 0.75-inch steel penetretion and engage the top flute of the steel deck. ➢ Concrete: Drill-Tec#14 Fastener or Drill-Tec CD-10 with Drill-Tec 3"Standard Steel Plate,Drill-Tec 3"Steel Plate or Drill-Tec AccuTrec Flat Plate or Drill-Tec AccuTrac Recessed Plate(insulation only)or Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3"Metal Plate. Minimum 1-inch embedment into pilot hole in accordance with the fastener manufacturers published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurete, polystyrene, wood fiberboard, perlite, gypsum-based roof board or minerel wool roof board that meets the QA requirements of F.A.C.Rule 61G203 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC 2603.4.1 or 2603.6,when installed with the roof cover. VersaShield�Solo'"'Fire-Resist2nt Slip Sheet may be used as a non-load-bearing,fire-barrier slip-sheet component within any system outlined herein. 4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D(mechanically attached base sheet,bonded roof cover),whereby the base sheet fasteners are installed through the LWIC to engage the structurel steel or concrete deck. The structurel deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacYurers published iristructions. ➢ Hot asphalt(HA): Full coverage at 25-30 Ibs/square ➢ OMG OlyBond 500(OB500): Continuous 0.75-inch wide ribbons, 12-inch o.c.using PaceCart or SpotShot. Note: OlyBond Classic or OlyBond 500 Green may 6e used where OlyBond 500ls referenced. ➢ GAF LRF Adhesive M(LRF-M): Continuous 1-inch wide ribbons,12-inch o.c ➢ ADCO Millennium One-Step Foamable Adhesive(M-OSFA): Continuous 1-i�7ch wide ribbons,12-inch o.c. ➢ GAF 2-Part Roofing Adhesive(GAf 2-Part): Continuous 2.5 to 3-inch wide ribbons,12-inch o.c.Note:3M CR-20 may be used where GAF 2-Port is referenced. ➢ Note: When multiple layers(s)of insu/ation and/or coverboard are instolled in ribbon-applied adhesive,adiiesive ribbons shall be staggered from layer-to-loyer a distance of one-half the ribbon sFacing. ➢ No[e: The maximum edge dis[ance from the adhesive ribbon to the edge ofYhe insufation boord shall be not/ess ihan one-holf the specified ribbons spocing. 6. Unless otherwise noted,all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure(MDP)limitations. In no case shall these values be used to'increase'the MDP listings in the tables;rather if MDP listing below meets or exceeds that listed for a particular system in the tables,then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table. ➢ Hot asphalt(HA): MDP -240.0 psf (Min.0.5-inch thick) ➢ OMG OlyBond 500(OB500): MDP -315.0 psf (Min.0.5-inch thick EnergyGuard RH or RN) ➢ OMG OlyBond 500(OB500): MDP -485.0 psf (Min.0.5-inch thick EnergyGuard RA) ➢ GAF 2-Part Roofing Adhesive(GAF 2-Part): MDP -117.5 psf (Min.1.0-inch thick) 7 Bonded polyisocyanurate insulation 6oards shall be maximum 4 x 4 ft. 8. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professEonal to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk•carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements. 9. For fully bonded assemblies,the maximum design pressure for the seleded assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis is permitted. 10. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Tes[ing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1. Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R15 for FL5680-R15 Certificate of Authorization#9503 Revision 15:04/06/2015 I Prepared by Robert Nieminen,PE-S9166 Appendix 1,Page 2 of 76 � �� -._...-� 11. For existin substretes i b �4f ��I�I����D g n a onded recover installation,the existing roof surface shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ,as documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52 or ANSI/SPRI IA-1. 12. For Recover Applications using System Type D,the insulation is optional. Alternatively, min.0.5-inch EnergyGuard Polyiso Insulation, EnergyGuard RA, EnergyGuard RH, EnergyGuard RN or EnergyGuard Ultra, Strudodek High Density Fiberboard Roof Insulation,EnergyGuard RH HD Polyiso Insulation,EnergyGuard HD Polyiso Insulation or EnergyGuard HD Plus Polyiso Insulation or min.0.25-inch Dens Deck,Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass-Mat Roof Board may be used as a separetor board prior to base sheet installation. The existing roof system shall be suitable for a recover application. The separator component shall be documented as meeting FBC 1505.1 and,for foam plastic,FBC 2603.4.1 or 2603.6,when installed with the roof cover in Recover applications. 13. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications. Reference Layer Material Application BP-AA Base: GAFGLAS t175 Base Sheet,Trl-Ply#75 Base Sheet,GAFGLAS q80 Ultima Base Sheet (Base/Ply sheets,Asphalt-Applied) ply: One or more plies GAFGLAS Ply 4,Tri-Ply Ply 4,GAFGLAS FlexPly 6 Hot asphalt at 25 Ibs/square. BP-CA Matrix'"102 5B5 Membrane Adhesive (Base/Ply sheets,Cold-Applied) Base: GAFGLAS#75 Base Sheet,Tri-Ply ti75 Base Sheet (formerly known as TOPCOAT MATR/X 102 SBS Membrane Adhesive)at 1.5 gal/sq. B-LL (Base sheet,Loose-Laid) Base: GAFGLAS Stretavent Perforated Venting Base Sheet Loose laid Base or Ply One or rivo plies Ruberoid ZO Smooth,Ruberoid Mop Smooth,Ruberoid Mop Smooth 1.5,Ruberoid Mop Plus Smooth SBS-AA Ruberoid 30 Grenule,Ruberoid 30 Grenule FR,Ruberoid EnergyCap 30 Grenule FR,Ruberoid Mop Smooth,Ruberoid Mop SBS,As hal[-A lied Hat asphalt at 25 Ibs/square. ( P PP� 1 Cap: Smooth 1.5,Ruberoid Mop Plus Smooth,Ruberofd Mop Granule FR,Ruberoid Mop Grenule,Tri-Ply SBS Granule,Intec Flex PRF,Ruberoid Mop Plus Granule FR,Ruberoid Mop Plus Granule,Ruberoid EnergyCap Mop Plus Granule FR SBS-CA Base or Ply: Ruberoid 20 Smooth Matrix'"102 SBS Membrane Adhesive (SBS,Cold-Applied,Matrix'"102 SBS Ruberoid 30 Granule FR,Ru6eroid EnergyCap 30 Grenule FR,Ruberoid Mop Granule FR,Ruberoid Mop Plus Granule FR, (jormerly known os TOPCOAT MATRIX 102 Membrene Adhesive) �aP' Ruberoid EnergyCap Mop Plus Granule FR SBS Mem6rane Adhesive)at 1.5 gal/sq. Matrix'"101 Premium SBS Membrane SBS-CA-1 Base: Ruberoid 20 Smooth or Ruberoid Mop Smooth 1.5 Adhesive(formerly known as TOPCOAT (SBS,Cold-Applied,Matrix'"301 MATR/X Majorbond Modified Bitumen Premium SBS Membrane Adhesive) �aP: Ruberoid 30 Granule FR,Ruberoid EnergyCap 30 Granule FR,Ruberoid Mop Plus Granule FR,Ruberoid EnergyCap Mop MembraneAdhesivef at 1.5—2.0 Plus Granule FR galJsquare SBS-TA Base or Ply: One or two plies Ruberoid HW 25 Smooth,Ruberofd HW Smooth (SBS,Torch-Applied) �a Ruberoid HW Grenule,Ruberoid HW Grenule FR,Ruberoid HW Plus Grenule,Ruberoid HW Plus Granule FR,Ruberoid P' EnergyCap HW Plus Granule FR APP-TA Base or Ply: One or two plies Ruberoid Torch Smooth,Tri-Ply APP Smooth Torch applied (APP,Torch-Applied) �a Ruberoid Torch Grenule,Tri-Ply APP Granule,Ruberoid Torch Plus Grenule FR,Ruberoid EnergyCap Torch Granule FR, P' Ruberoid EnergyCap Torch Plus Grenule FR Base or Ply: Liberty SBS Self-Adhering Base/Ply Sheet SBS-SA(self-adhering) Self-adhered Cap Liberty SBS Self-Adhering Cap Shee[ 14. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R15 for FL5680-R15 Certificate of Authorization#9503 Revision 15:04/06/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 76 . � �1 ��lNIl1�� ERD TABLE 1F-1:WOOD DECKS-NEW CONSTRUCTION oe REROOF(Teae-OFF) SYSTEM TYPE E: NON-INSULATED,MECHANICALY FASTEDED BASE SHEET,BONDED ROOF COVER System Deck(See Note 1) Base Sheet Roof Cover MDP No. Type Faster Attachment Ply Cap (psf) Min.19/32-inch GAFGLAS#75 Base Sheet,Tri-Piy t175 Base Sheet,GAFGLAS#80 32 ga.,1-5/8-inch dia.tin 9-inch o.c.at min.4-inch laps and 9-inch SBS-AA, BP-AA,SBS- SBS-TA, W-47. plywood at max. Ultima Base Sheet,GAFGLAS Stretavent Nailable Venting Base caps with 11 ga.annular o.c.in two,equally spaced,staggered � SBS-CA, -52.5 24-inch span Sheet,Ruberoid 20 Smooth ring shank nails center rows APP-TA Min.19/32-inch GAFGLAS q80 Ultima Base Sheet,GAFGLAS Stratavent 32 ga.,1-5/8-inch dia.tin 9-inch o.c,at min.4-inch laps and 9-inch �pPtional) W-48. plywood at max. Eliminator Nailable Venting Base Sheet,Ruberoid 20 Smooth, caps with 11 ga.annular o.c.in two,equally spaced,staggered APP_TA APP-TA -60.0 24-inch span Ruberoid Mop Smooth,Rube�oid Mop Smooth 1.5 ring shank nails center rows Min.19/32-inch GAFGLAS#80 Ultima Base Sheet,GAFGLAS Stratavent 32 ga.,1-5/8-inch dia,tin 8-inch o.c.at min.4-inch laps and 8-inch (Optional) W-49. plywood at max. Eliminator Nailable Venting Base Sheet,Ruberoid 20 Srr�ooth, caps with 12 ga.annular o.c.at three,equally spaced,staggered BP-AA,585- SBS-AA -75.0 24-inch span Ruberoid Mop Smooth,Ruberoid Mop Smooth 1.5 ring shank nails cenLer rows pp Min.19/32-inch GAFGLAS#80 Ultima Base Sheet,GAFGLAS Stratavent 32 ga.,1-5/8-inch dia.tin 7-inch o.c.at min.4-inch laps and 7-inch SBS-AA, W-50. plywood at max. Eliminator Nailable Venting Base Sheet,Ruberoid 20 Smooth, caps with 11 ga.annular o.c.in three,equally spaced,staggered BP'��SBS- SBS-TA, 8Z 5 24-inch span Ruberoid Mop Smooth,Ruberoid Mop Smooth 1.5 ring shank nails center rows � SBS-CA, .�. ... ..,.,..._...... _. APP-TA ,.., _ ,.;; ...... - - - - - „ ,. ,. ..._.... .,�.._,.:� ,. _ _:.:... .:,„, _ ._. ...:.. .. :. :.. .�,� .., . ...,.,,,..., . . . __ �.....:�.��.. .. ,. . ,.:..�_ ..... ,, ��;.., :1-;r,.. .:P.. :;u.,. ..:c .....� :.,.,� . ,.'9�' i�t':= - _ ........... . ...... ,. «, a�. , , ,.. .. � . ..... . . _�,�."�r�_ .. .._,! ^i:. t. ;�:�,�...,•.�: .x - ,;�? r.. ';[':: '::2�%- S ",S" e.. ELF. D EHI G 5 - YSTE �... y :�....k,,,�'.;%.. ,:,, nns., ,:x. - `Y,,,L,^;.r .:.;, ., . , ., . � a,. ....r..,;� ,r�:��" p ._. ,. .H,. ..., ;.. ,. ...,,- Y ....; ��. ....:r. , ..,,,.;.. r. �;,; ��;, .N �w= - ::,;;�;:... -"�s:`:i�t:� ,q..'^:;i,,. ....... ....::�. ..,.-.�, :.... _ ..,..,,..i: �:.. ...,.� a; � r_.,,.,. .kn. •;�..:.y;;. � " . .,.. . .. .. . . v� ..:.:; .��,,...,�.....��:.... _;..�o:•,., .u•"�� n.zt::.. - �t�... '��:ei.-" "i^•'.:q;,. <�:y^�'x:: _ _ ' Sr i°#d. .�3:;t<::�,,, . .... .. . . . ,,... ,. .. .:.. ...: . .. ......�....«....,: .:....,�.. ..�....,,,p . .<<:..�.-. .......>� .:, ,..,:;,: Min.19/32-inch 32 ga.,1-5/8-inch dia.tin 9-inch o.c.at min.4-inch la s and 9-inch 585-SA, W-51. I ood at max. Libert SBS Mechanicall Attached Base Sheet ca s with 11 a.annular o.c.in two,e uall s aced,sta ered �Optional) SBS-TA ar -37.5 P YW Y Y P g 4 Y P gg SBS-SA 24-inch span ring shank nails center rows APP-TA Min.15/32-inch 32 ga.,1-5/8-inch dia.ti� 8-inch o.c.at min.3-inch laps and 8-inch (Optional) SBS-SA, W-52. plywood at max. Liberty SBS Mechanically Attached Base Sheet caps with 11 ga.annular o.c.in three,equally spaced,staggered SBS-SA 585-TA or -45.0 24-inch span ring shank nails center rows APP-TA Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report 01506.11.04-R35 for FL5680-R15 Certificate of Authorization#9503 Revision 15:0�1/06/2015 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 14 of 76 i � ������t����ll��������������������ll�l����������������������� Thls space for use hp Clerk oFthe Cimuit Couri only. 201g17�125 y Rcpt:1722043 Ree: 10.00 � DS: 0.00 IT: 0.00 � , •,i�«�,, . " , 10/21J2015 K. G., Dpty Clerk l� 'Y �e.l •• ' � NOTICE OF COMMENCEMENT ' PC17TI1�NUrtibO�:�t� t � PfiULR S 0'NEIL,Ph.D.PFlSCO CI.ERIC 8 GOMPSftOI�Eh Ta�c Folio No. M 10/21/2015�n�,pm P� 3286 pR BK 34 ��� . . • , . �, i The undersigaed hecetiy givea notfcg that tmprovements will be made to certain real praperty,and in accordance with 5eotion 913.13 of the Florida Statutea,the following informaHon is provided in the N0710E OF COA'IMENCEMENT. i �t j !. Legal Description of property(street address tequired}: I� '�i 1P'a�J ����� "���d"d��� . saua—ran�<<<�e nr �.��n��n����i 33sva 2. General description of improvements: rC'��(�" 3a. OwnerName:�QJIICQ U�OOKS Ovmer Address�{�,,�B, G��ltbn V�. � UC� � ��7�b��J 3b. Owner's interest in site: 3c. Fee Simple TiYle holder(af other than owner) Address: �ConnactorName: l�n 1'�aD�'n �nG Address: � 2.Q { �l i�� � �3 Phone: �13' ��r�-�A�. � 5. Surety Name: Amount of bond: ' Address: Phane: 6. Lendar Name: Contact: Address: Phane: I 7. Person within the State of Florida designated by owner upon whom notices or other documents may bs served as provided by Section 113.13(1)(a)7,Florida Statutes. Nama; Address: Phone Num6er: 8, In addition to himself,Owner designates the foliowittg persan ta seceive a copy of the Lienor's Notice as provided in Seccion 713.13(1)(b),Florida Statutes. Name: Address• Phone Number: 4. Expirafson data f Notice of Commencemcnt{expiratian date is one(2)yeaz from date of racording anless a different date is specified).��-�21Y1�C� .3�� C�Q��J WARNPiG TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFfER THE EXPIRATIp�t OR THS N6TtCE OR COMM�tCEMENT ARE CONSIDERED 1MPROP�R PAYMENTS UNAER CHAP1'ER 717,PART 1,SECTION 913.13,FWRIDA STATUTES,AND CAN AESULT IN YOUR YAYING TWSCE FOR/MPROVEMENTS Tp YOUR PROPERTX.A NOTICE OF COMMENCBMENT MUST 8E HBCORDED AND POSTED ON THE dp8 STCE BEFORE THE FtRST Tr25PECTION. IF YOU IPITENA TO OBTAIN FINANCWG,CONSEJLT WTTH YdLIR LBNDER QH AN ATT'ORNE'Y BEFORE COMMENCUVG WORK OR RECO[tDING YOUR NOTICE OF COMMENCEMENT. Signature of Owner or Lessee,or Qwner's or Lessee's Authorized OffrcedDireotor/PartnedManager Jcv,-+.�.t'_r� ,13;���'.iJ Signatory's Title/Offrce STATE OF FLORIDA COUNTY OF ��`-� The faregc�ing instnun{ent wss aoknowledge before me this � day of Vci�``-*�-� 20 �� by 3(i-�`��Ct., 1.��CL^�.S _ ,as for Personally Known OR Produced Identification Type ofldeniification Produced , " ' �,,�n r Not&tY���lale ol Fbrida � , _ � aR��; TammyVerdadero '. : � ' ' , � y • niy Commtsaaan FF j S stiue-Notary Pubtic, �a�d� Expireet2�t612oie , _ Under penatties of perjury,l dectare chat l.hav e o egomg en that the fects stated in it are true to the beat of my knawledge,end belief. �, • ' , _ •-J �""'� ✓`^.�.I" /�l���r���� � � _ � ' , �,,,,t` I /• .. , ' �e .. .J � ,r , }..: ,�y Signanue afNatural Person Signing Above - s (A copy of�ny Oond must be ettached af the rime af rteasdation of thit Notics oECommencemrnt} �, , , Updsted 24NOV2077,_ --, I + —-,�� \ 5�� • � i � � I _ ' '_. __' " "' i � � � STATE OF FLORIDA,COUNTY OF PASCO J������ THlS!S Ta CER7IFY TMA?THE FOREGOWG IS A �..'�� � ` . C�� TRUE AND C�RRECT COPY OF THE DOCUMENT � . �� ON FiLE t7R CJF PUBLiC RECORD IN THIS OFFlGE �� WiTNESS MY HANQ A'��C,7',F�F-l�CrlAL SEAL TM{S '� • . ,�,'Lj.,��AYOF���t'_+��,f� 2 G)t�'� , fnGatzverr„st , � AS ' ;'°d'+.. • � PAULR S. 'NEIL,GLERK&COMPTROLLER � . � I , � . BY /6 DEPUTY CLERK � d8�y �g, �p� ' s � �06�FLO��'�� ti I ��ey�� ����1� �tU ey��—se=y� �� �����l ���� ° �� . Issued pursuant and subject to.Florida Statutes and Pasco Counry Ordinances. Issuance does not certify compliance witli zoning or other laws. This receipt must be posted conspicuously in place of�business. Expires September 30. � '�U�O°'E� � ��Q�Q�.�. _ . ACCOUNT N��� 007334 ��� ���.��i���� TYPE OF BUSINESS� SIC'� CODE� ' 1761 JPA5C0 COUN'I'Y FI,ORIIDA ROOFING CONTRACTOR .•''4��,�'•., LOCATION ADDRESS� • ' 'RYMIAN CONS.�RUCTION IP➢C e'�g�'°+,` � �,o,�•. 36413 -STATE RD 54 W 36413 STATE RD: 54 W. �`'� 4" � �� ZEPHYRFIILLS FL 33541-2275 ':; ZEPHYRHILLS � ,�• q., _� ��`•.?��oD,�+�`,••' DATE RECEIPT AMOUNT I •.�. 07/30/15 644713' 31.25 'lll�'ll�'�I��II'I��li����11116u�1�11�1�'�����III�I����JI'�i�' e. e _ . .. . i _ • _• . i . ; � ' .% � , . / - • ' _ � , �, ° _ , � ' • ' .. , '. . ' _ , ' .. . , � - . �.• • - , • • ,