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Home My WebLink About17-19145 CITY OF ZEPHYRHILLS �/ ' * 5335-8TH STREEf tsa,$)iso-oo20 �9145 BUILDING PERMIT SINGLE FAMILY RESIDENTIAl. PERMIT INFORMATION LOCATION INFORMATION Permit#:19145 lssued: 1/0212018 Address: 37704 NEWPQRT DR Permit Type: ALUMINUM ZEPHYRHILLS, FL. Ciass of Work: ALUMlNUM PAGKAGE Township: Range: - Proposed Use: NOT APPLICABLE Lot(s): Btock: Section: Sq. Feet: Est. Value: Book: Page: Cost: 18,600.00 Ta#al Fees: 195.00 Subdivision: ZEPHYR RIDGE Amount Paid: 195.00 Date Paid: 1/p2/2018 Parcel Number: 03-26-21-0130-00000-0311 C{JNTRACTC'�R IN�ORMATION OWNER INFORMATION Name: B & H CONSTRUCTION OF CENTRAL FL. Name: O'NEIL , SHEA K Addr; 4Q25 MQRRIS BRIDGE RD Address: 1'!52 ANGLE RD ZEPHYRHILLS, FL. 33543 DUNEDIN, FL. 34698-6031 Phone: (813)782-1064 Lic: Phone: (727)934-3477 Work Desc: (NSTALL 20 X 12 CARPORT, 24X10 SCRN RiVI, & DW & STEPS APPLICATION FEES B D1tU FEE 995.0 �� ' �� , � /� � Dv�2 C� _ �,-� l� Ins ections Re uire F TER AL StAB SHEATHING RAISED SLAB DRlVEWAY FRAME ELECTRICAL ROUGH 15T RQUGH PLUMB REINSPECT`ION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the � toca!government shall impase a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,far each such subsequent reinspection.REIN�PECTION FEES: NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that rnay be found in the public records of this county, and there may be additiana( permits required from other governmental entities such as water management, state agencies or federal agencies. "V1�arning to awner: Your failure to recard a notice af commencement may resuit in yaur paying twice far impravements#o your properly. If you intend to obtain financing,consult wifih your lender ar an attorney before recording your natice af cammencement." Complete Plans,Specificatians and Must Accompany Application.All work shall be pertormed in accordance with City Codes and tlydinances. NO OCCUPANCY BEFORE C.Q. Np OCCUPANCY BEFORE C.O. � CONTRACTORS SIGNATURE PERMIT OFFI PERMIT EXPIRES IN fi MONTHS WITHC�UT APPROVED YNSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PRCITECT CARD FROM 1NEATHER B&H Construction of.Gentral Fl ! I��III�IIIII,IIII II,�I IIII�l��ll Il�I��!I!!I�II��I�I III��II � 4425 Morris Bridge Road ' Z@27�@0245 �e ! t I! tl � ZephyrhilIs,FL 33543 ! i � , - Rcpt:282807$ Rec: 1@,Q►QJ DS: 0.00 IT: 0.00 � 12/20/2017 K. p. K. , Dpty Glerk Permit Number ParceIlDNumber d3- otrp– �-6/-�0'pOqpO-_CS /�_ pRULR S 0'NEIL,Ph.D pRSCO CLERK & COMp7'gpLLER � I� �- -�-'�-�--" - � 1212@I2027 09:57am 2 af 2 � � Nt3TICE CF COMIVIEAICEMIENT' OR BK � Skate of Florida �� p� ��7� ' County of `�i c�.5�a THE UNDEY2SIGNEp hereby gives notiae thal improvemer�ts will be made to certain real property, and In aaaardance with Section 713.13 of ttte Fbrida Statutes,the fotlowing irifa�rna�tion Es provided En thls NOTIGE OF GOMMENGEMENT. 1.Qescriptionofproperty(legaJdescription): 03-aL-�I-ai,3o,oa000_o3n �,�______ __� _ � aj Street(job}Address; 3�a`f �et..��a�} "1��_ 2.�-f�-rG' �SS�1�__ _ 2.General descript(on of improvements: Cc1+_��n�,�5c<-ec,ti w,�'�1. c-�J��.,�� _�e,�s_ ___ _ 3.4wner infarmatian or Less�ic�fcrmation if the Lessee contracted for th�a Improvemerrt: a}Name and address; ,��e�. �{, e:l ,_1.�So� _�n ..ac +�,_�u.n��i '�►.._�L 3ylo 9�' - -.- -- - b}�tama and address of iee slmple titleholder{if different than{}wnar f sted a�ave} c)Interestin property: _ _ _ __ _ 4.Gcntraetar 3nfam�ation �)NamB and addl�ess: ��' �ov��ruc..-�or�, �p. �'�`ot�';� f�'�c��,.cr ��Z,�11yfl�i�� 2- ��'v S5�> b)Teleptsase No.: �5�.�- 78a�1 vto y F�No.:(oF�ana1} cs13- ?��-�S�YS'"` _.._ S.Surety(If applicable,a copy of the payment bond Is aaachec� a}Nasne and address: b�Telept►one Na.: - - -. _._.---_� _---__ .. _.. ..�__. -- -.._ ---- — - 6.Lender ' - -,_.._— __-- • --. -- --_._._ - _ a)Name and addfess: �T _ _ _ - -�-- -b)Telephone No.; � - 7.persons within th�State of Fbdda designat�by Owner upon whom no�ces or other documents may be served as provided by Sectlon 793,13(1){a�7.,Fia�ida Statutes: -----, -- a}Idame and address: ._ �.�_._ � ...-- - ,_.__- --.... ___._ . b)Telephone No.: -- - Fax No.,{optiona�} _. _ _. —,�..,__._____ S,aln addiUon to himaeif ar herself,Ownerdesignates � _ _ af _� to receive a copy af the Lienor's Natke as pravided fn Section 713,13{!}(b},Fiorida StaEutes. b)Phone Number af Persan or enMy designated by Owner, _ __. _ , _.�„"�_._ .._.,�.. _.... 9.Fa�plratton date ot notice ai commencement(tha expiration date may not be before the complefion of conshtrctfon and f r�ai Fayment io the cor�ractor,but wiil be 1 year fram the date of rec�rding uniess a differer�date ls spec(fled}: ,26 WARNING TO OWNER:ANY PAYMENTS IUADE BY THE OWNER AFTER THE EXPIRA7fON OF THE NOTIGE OF COblAENCEFBENT ARE CUNSIDERED i6�PRt3PER PAYBIENTS UF�DER CHAPTER 793,PART I,SSCTION 713.13,FLORIDA STATUTES,RNt�CAt�RESEJLT iN Y031R PAYING TWICE FOR{A�PROVE�IEP�1'I'S TO YOUR PROPERTY.A NOTICE OF COAIMENCE�lENT MUST BE RECpRDED AHD POSTED ON � THE J08 SI7E BEFORE THE FIRST 1NSPECTI�N. lF YOU 1l�7ENR TO OBTAtN FttdANClN�, CONSULT WlTH YQUR LENDER OR AN � ATTORNEY BEF�RE CO�fA�ENCIFtG WORlC OR�G4RDtNG Y�UR N�fiiGE OF COMMEFiCEI�ENT. Under penalty of perjury,I declare that I have read the fo�oing notice af commenceme�t and that the facts stated therein are triie to the best of mq X knowle.�ge�d beaef. � ��a,�� 1� �.t � {S' re af er�Lessee,or Owmers nr Lassee's{ ' O�enUlrect��erlN�nager} {Pdnt Name and Pcwide Slgnato�s �ice) T— The foregoing insWment was�Ckrtowledged befare me thls ��--- daY of ��r„� ,20 7 7 by _�;,p�--_a� �•!��--____�____ as _____ _ r.� (�YPe ofi aufhoritY.e.g,otfiwr,Wslee.attomey In facq ` �Of � , _ � . � . {Neme of Perso�) RYPe oT a�dnorfty,...e.g.otflcer.truetea,attomey In fe�3) , � (name�f pariy on behalf of wham InsUument was execuf�!}, � Persorraity Knawn ❑ �roduced id � ', Type oF ID _� :��.s �.cer,se. � Notary Signature � ��'—�� - . - -- - Prttst natne _...__ (�rf-a,�� ,� .""�' �� n�._ _._.. _ ,,,s�� ;,.�..-.., � .i'�i;:?:P��c. CRA1C�Ci�IT :.; .,,__ Corrmission#FF 9�'•"' � Er,pire�June 0 2Q1; ��`r.Fp��°P�� Ba�cWdttuuRoyFeinlnsur.n;- •S9 ..w+y:.c ,��,� ��j► . ' � . �P� STATE OF FLORiDA,COUN`�Y(�� '�� THIS IS TO CERTIFY THAT THE FOR��IN�� ' ' � TRUE AND CORREC7 COPY OF TME D�CI�M�NT '. * ON FILE OR OF PUBLIC RECORD IN TNI�p��E '� � �n'G°��e 7�� . WIT ESS MY HAN ND OFFICIAL�EAI.TMI� :�a°••, ?. Q�-- � ' � - � DAY OF �'� � O PAULA S.O'NEIL,GLERK&COMPTR�LL�R � . 188% * �/�n� � ' o a @� BY X/�, DEPUTY CI�ERK �rA�OF��.0�`9 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 � ' Building Department Date Recetved a��l'1 phone Contact for Permittin �/�� Oa��-�/� ' Owners Name ONEIL,SHEA K Owner Phone Number Owners Address 37704 NEWPORT DRIVE Owner Phone Number Fee Slmple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOBADDRESS 37704 NEWPORT DRIVE,ZEPHYRHILLS,FL 33542 LOT# 31 SUBDIVISION ZEPHYR RIDGE pARCEL ID# 03-26-21-0130-00000-0311 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CON57R e ADD/ALT � SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM Q OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q DESCRIPTION OF WORK 20x12 CARPORT,24X10 SCREEN ROOM,DRIVEWAY&STEPS BUILDING SIZE S�FOOTAGE 480 HEIGHT �BUILDING $ $�g 600.00 VALUATION OF TOTAL CONSTRUCTION ��Z s� QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ �� /CJ/� � ( OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION r QGAS Q ROOFING Q SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO BUILDER �� COMPANY B&H Construction of Central Florida,Inc. SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address 4025 Morris Bridge Road,Zephyrhills,FL 33543 License# CBC057782 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y I N FEE CURREl. Y/N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItllllllllllllllllllll RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(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 Facilities 8 1 dumpster;Site Work Pertnit for subdivisions/large projects I COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-0-W Permit for new construction. Minimum ten(10)working days after submittat date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed, Sanitary Facilities 81 dumpster.Site Work Pertnit for all new projects.All commercial requirements must meet compiiance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions:• Fill out application completely. Owner 8 Contractor sign back of application,notarized � If over 52500,a NoHce of Commencement is required. (AIC upgrades over$7500) " Agent(for the contractor)or Power of Attomey(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(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department � ' NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions° r� 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 County Building Inspection Divisior�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. 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 WatedSewer 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 Lien Law—Homeowners 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"owner"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 performed 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, Wetiand Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetiand Areas, Altering _ Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Senrices/Environmentai Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental 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 will 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 peRnit may be required for electrical work, plumbing, signs,wells, pools, air conditioning, gas, or other installations not specifically inGuded 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 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 NO110E 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. FLORIDA JURAT(F.S.117.03) ' OWNER OR AGENT CONTRACTOR �� ,. Subscribed and swom to(or affirmed)before me this Subs ed oSl sworn t�(qr affirm bef��e this by J 7 by (a Y�'l.� {�7� � Who is/are personally known to me or has/have produced Who is/are pE[sonaltySmEG�n�'orhas/have produced as ident�cation. as identification. —��_ i Nolary Public Notary Public Commission No. Comm'sion No. CY<<-t C`�,_.v,. Name of Notary typed,printed or stamped Name of Notary ,printed or stamped .•t�:+ei�. CRAIG CANT =�0.�r Commission#FF 130253 :�� •�° Expires June 8,2018 �'aj;pF�Q;�'�` Bonded Thru Tray Fein Insurence 806385•7018 1 ALL VIipRK ahiALl Cc��1PLY b1lITH Pf��VAILING CODES FLORIDA BUILDlNG CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRFIILLS� ORDINANCES �� REVIEF/U pqTE ` a� �, CITY OF ZEPHy HiL l7 I � PLAN E XAMINE i�' t�' �� G�"----�S�' ' u' `�Qa� io�Beuro �� $eveen � �Mm � � a s � F�e�Be4m � �LeB 11�g,�1,+� � � � c ��d� � � Con�:a+tc � 0 � �� '�9 �� '�0, '�� [onacdc �af� � sFeer q' �� sh��;� s�� ?7'' Qi,de�0.'� �7� l�' � 3z53' £r�9{:ng sidewaJla" ' /$� ��' G'o�b'�1h�tk- fancrele v3` C��3r 3��d4 ,��w��r�- �r, ��► D'A��ol �-f�-�7 � ,i ' �'�I� Bruce Bussell Engineering Manager i �� Palm Harbor Homes,Inc. 605 Soufh Frontage Road Plarn City,Florida 33563-9934 Phone:813-752-1368 Exf.756 �� Fax 1:813-754-8675 Fax 2:813-719-3689 E-Mail:bbussell@palmharbor.com December 19,2017 To: Building Department RE: Palm Harbor Home, Serial Number 20965 David O'Neil 37704 Newport Dr Zephyrhills FL 33542 Dear Plans Examiner, The site-beam, which was installed by Palm Harbor Homes, and is approved by HUD, Manufactured Home Construction& Safety Standards, is constructed to receive on-site additions that are built and designed by others to accommodate such amenities as carports, sheds, and screen rooms. The on-site structure must be designed by a Florida, registered, engineer,to the Florida Building Code and all local codes. This plant- installed site beam is of adequate design for this purpose as long as tie downs and piering are per page 1 of Section 11, Misc. &Final Inspection section of the installation inanual (attached). The attached details, EW-216.2 and PA69-EW-31, are approved by the Manufactured Home Construction& Safety Standards. And, the design loads for the plant-installed site beam, as well as the supporting structure and anchorage are from the FBC and ASCE 7. I can be of further assistance at the above contact information. Sincerely yours, Bruce Bussell Engineering Manager : , � , Op#ion 1: using 2x41et-�n infiv dadoed 2x6 wall stud � , Mlslal Flut �.T� 2�c4 M:i S�P-F Le!-tn � Faaten InOa eaafl w�al1 s0�d �' wfth 8 ea.0.131�c3'eretts. ' Roof Per�sl ar d-ea 7ltaoQ 1/�cf5� 3ecurs Roo�f Panel l�edor �-AX.-4�'screwa fr�b�4 ea aPp�vad bY t�e rnenu�mirol"s �� , lr�or�Ir�sOuctlores. Rvo�f P�nat 1.�.:Thenno�iy.Theerrioph�alh , GSB t1r P{yyYood. Lsp Rece L�P� IooRs Cetic e��e. dottin C.Doeden�P E. ��n�i�e9rin9.Rnc. (�ption 2: using 2x4 instalted on top of sheathing '� � and exterior wali studs ��„�c� �.T �eped arotn�d�c4 m�d s�cuisd i�bo ao�fit s»d she�np tw,l n�l �ws. R°0� Faat�i�o�ntati st�d Ssctier Roo�P8r�e1 F�der w�A 4 ee.�iC3't�cne�. Inb�l as ap�p�nred b�► U�s�emnutec�a�s 1r�HeA�t in�or�. F�oo?Perfel Hgader ap�+DAAB�d atteaftdns SNioone Cauik . Lr..Th�m�apty,Thermodrs�th � 039 or Plyw�ood. ;LeP Sidlnp �.: xto.ae�ni --a� APPROVED ' Mad son�Wa�1 �s�A o�s�w��M�a§or�Nix�soo� OCT 0 3 2000 �Scxeen toom and Carportatled�merrt �� e�OD Fedo�Y PreP op�o�• *�wa. HUD Manufactured Home �onsttucc�on� IMND ZONE 2 d�3 EW — 216.2 c�—r12 , � �.� . � ( ¢ • � . S�CTIOIY 1 i —T/IIS+CFI.RIIANEOITS A�TD FIlYAL INSPECTI+DNS Indeg li:l: AWrT11YG, CAI�PCfRTS,PORCHES, UTILTTY I�ClQ1V�S, ETC: � Additional struciures such as awnings� carp.orts,patio covers or attachrnents to a Palrn Harbor Home liave not typically tieeri#alceii into consid�eratioti nar calculat�d 3nto the d�sign for roof or wirid Ioads. Any additions made to tlie home znust be seIf supporting �and shall not interfere with weatherproofing(i.e. sliingles,flashing, gutters; siding). However; some Palm Harbor homes haye an option to be ordered with a factory installed reeeiver designed"to take the loads of an adcl-on. In this oase,refer to the detail fvr infcirmation on specifie ` FAC�ORY INSTALLED DOUBLE SECTION HOME PERIMEt�R PIERS ANU F'O.O7ERS \ RECEIV�R � � , . AWNlNG{BY OTHER&)-� `�.. ,,...-�" ��-...,, AWNING UNIT lOA4�,i s FOR�; BY QTHERS SI'fE iN8't'AllED ��_` _-` I , WIDTH 1lVIDTH 8,'=0",a.c. __�;�---+"'"��"� , 76x.16 i SITEINSTALLED 'rAV�ININGWIpTH �s•-o�n�az.-wz, ias•.nma�c. �es°naax. 12� 148"1i84" 4d-0{J# 8`-3" � t.lNITYf?IDT�i UNITWtRTN 180" 4788# S-9" ( 16,-0"MAX:-WL3 "M U.) 0" NI _ M I .�6 140."1 f 60" 4886# S-7" $Y 4TFI�S � � 18Q" 5236'tF S-^z" I J {'. _ - :�a �- �i - �:� - �Yn-� -^� - Za, �ao��.�6cr� .s��a s=�^ - •_ �/ -__ fi 80" 5684# d'-9" �-'" '?�� _ ��„' ``. fi"M/1XIMUM �'w, WZ 2&3 REQUIRE TIE=DOWN INSET �� ENGINEEFtING'VECTbR SYSTFM(OR P$I'3211�t8T�31�2'4�12[��OO�f.7 T10�6S: WZ 2&3 FtEfIllIRE EQUA�}OR AtJY QUALlFY1NCa SYSTEM ANGHOR AND f"SPECIFICALLY APPROVED FOR;PACM 1. Sgacing for 16 x ].6 is liased.oz� �, i�:'` VERTICAI.TIE HARBOR HOMES 30'1 {�5'�4°'o,c.MAX. ( —1 Z004�psf soii bearing capacity. - 2. Refer to palm harbar hosnes�_ — Wz a o� C30NA IE AND ANCHO WITH STABILIZER @ 6'-0"G).C.MAX. I installation rnanual for foot�rs :�'. .��. re uired forthe loads ven T��i ::._.;; i�-li1 ��:':,`. i�- ; q � � i-i -' .Tr=;�,�i i�i 8'-Q" o.c. �L i i-i�Tr�.,�i��i��;, <�=�1T�rJ� E—��1,,1 L NOt�S: l. �ertical tie connectians have been factory installed to handle the, i uplift arid overturning lo�.d from the main unit along with the additional load from the awnizi�g , connection to the main unit. (lirackets @ 5'-4" o.c. rna,X.) ' 2. 'The factory instailed receiver is designed to handle the additional uplift and downward loads from the connection of the awning to�he main,unit. 3. The awning r.00f and roof support away from#he main unit rriust be designed(by others)to carry all lo.ads to the gr�aund. Tlie tlesign of the awning conneetion along with weatherization (by others}must be deszgned to carry the appropriate IQaci irito tlie factoiy-installecl receivet. The design rnust be according to the loads and requirernents o�the IT�t.0 20Q3 for exposure'c'. 4. Factory installed members were designed for awning loads based on 90 mph(3 second gust) winds for wind zone 1., 120 mph(3 sec. gust)winds for wind zone 2, and 144 mph(3 sec. gust)winds for.wind zane 3. This is in aceotdance with IRC 20Q3, exposure 'c', 5. For approve.d.lateral load resisting systems'irista.11ation requirements and nuinber required, refer to otlier pages in the Palm Harbor Homes installation manual. 6. N.o stabilizer plates are required a#anchors loatied in direet(in-.Iine}gulI. 7. This design is for 140" rninimum floor width and 186" maximum floor width on the rriain units and for 20 psf roof live load in all wirid zones. 8. Maximum pier height including T-beam for wind zone 1 is 52"and minimum height is 31": Pier heights for wind zones 2 and 3 are based an vector system design, , SeGtion 11,Mise. &Final Inspaction Page 1 COPYRIC�HT�2006 BY PALM HARBOR HOMES,INC. 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"+ "�"'.° ;:�z?£�''.'^�',,' BCIS Home 7 Log In ( User Registration ; Ho[Topics � Submit Surcharge Statr&Facts � Publicatians � FBC Staff � BCIS Site Map � Links � Search ': FIO;�t18 =- Y �� Product Approval (��(�! '/' �� USER:Public User � •,." ,,:t:V:'Y4i'sA'k r ......•.J:�;2 rn Product Aooroval Menu>Produd or Aoolitation Search>Aoolication Lis[>Appllcation Detall � " ''"tl FL# FL16952-R1 �.�".; 6 �.,�_.� Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer American Metals Supply,Inc. Address/Phone/Email 3119 Queen Palm Dr. Tampa, FL 33619 (813) 242-8100 Santos.Gonzalez@ame rican metals.us Authorized Signature Santos Gonzalez Santos.Gonzalez@ame ricanmetals.us Technical Representative Address/Phone/Email Quality Assurence Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing 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 Do Kim the Evaluation Report Florida License PE-49497 Quality Assurance Entity PRI Construction Materials Technologies,LLC Quality Assurence Contrect Expiration Date 12/31/2020 Validated By James L. Buckner, P.E. @ CBUCK, Inc. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL16952 RS COI certificate of indevendence.pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By � Sections from the Code � - 1504 1507.4 1609 2002.4 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvBwYu9TrZN... 11/30/2017 Florida Building Code Online Page 2 of 2 � r� Product Approval Method Method 2 Option B Date Submitted 10/30/2015 Date Validated 10/30/2015 Date Pending FBC App roval 11/04/2015 Date Approved 12/15/2015 Summar of Products FL# Model,Number or Name Description I 16952.1 3" Riser Aluminum Roof Panels 0.024" and 0.030" thick x 3"x 12"wide riser roof panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL16952 Rl II 2014 FB C AMS 3 Inch Riser Pan Install Approved for use outside HVHZ: Yes Dwa.odf Impact Resistant: N/A Verified By: Do Kim PE 49497 Design Pressure: +48.6/-48.6 Created by Independent Third Party:Yes Other:For use in outdoor patio construction only. See Evaluation Reports installation instructions for other design limitations. FL16952 Rl AE 2014 AMS Evaluation Reoort.odf Created by Independent Third Party:Yes Back Next Contac[Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-467-1824 I The State of Florida Is an AA/EEO empioyer.Coovriqht 2007-2013 State of Florida. Privacv Statement :Accessibilitv Sta[ement::Refund Statement Under Florida law,email 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 ofFlce by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1j,Florida S[atutes,effective October 1,2012,Iicensees Ifcensed under Chapter 455,F.S.must provide the Department wfth an email address if I they have one.The emails provided may be used for official communicatlon with the Ilcensee.However email addresses are public record.If you do no[wish to I supply a personal address,please provide the Department with an email address which can be made availabie to the public.To determtne if you are a Itcensee under I, Chapter 455,F.S.,piease dkk here I Product Approval Accepts: � � � eCFc:.i --.-.�,-^.. CrediE C�r�l Safe ��p�R�A � �ii�� Ai �r�uui��u �iii° http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDqvBwYu9TrZN... 11/3 0/2017 �- AMERICAN METALS SUPPLY-ALUMINUM ROOF PANELS *, AMERICAN: � s��s queen Pa�m ur. PRODUCT APPROVAL DETAILS: � M�S ... � Tampa,FL 33619 • BLDG CODE: 2014 FLORIDA BUILDiNG CODE • SUPPLY� �� 1813)242-8100 , �o K 1 M - - HVHZ: NOTFORUSEINHVHZ &ASSOCIAt�'3,LLC LOCK PANELS TO INSTALL • LIMITS OF USE: FOR PATIO USE ONLY C O N 5 U LTI N G -CARPORTS STR u CTU RAL -PATIO COVERS E N G I N E E R S -SUNROOMS -SCREEN ENCLOSURES PO BOX 10039 -CANOPIES Tamva.�a�s i -OTHER SIMII.AR MINOR STRUCTURES ' o.7so' NOtQS: ae�mat oescri dan ^ o.ae0" 1. Aluminum roof panels shall be of aluminum alloy 3105-H1 or approved equal. Qo m;s�ssueo o � 2. Roof pancl mctal thickness tested:0.024"and 0.030". Q 3. Product matcrials conform to AST'M B209. o � � 'n 4. All inside bcnd radii aro 0.047 unlcss othcnvisc notcd. 0 0 0 0 5. Standazd ManuCacturing Tolecances: Dimension+/-0.005 0 � in 0.ZJ0• o Zo . Itadlus t/-,005 Q � Mgle+/-1° � �' Rie ttp.) � 6• Product test report for 0.030"and 0.024"Thiclrness Rolled 3"Riser Roof Panels,Test Report No. py o � � � N E9946.01-401-44,Oct.2,2015.ASTM E330/E330M-14.Architcchual Testing,Inc.an Intertek � � /45, �n,P� company,2250 Massazo Bivd.,Tampa,FL 33619, g 7. All product perfonnance specifications and construction requirements shall be engineered by a � ' licensed design professional in accordanee with the Aluminum Design Manual,Specifica�inru& 2� � Guide(rnesjorAlumrnum Shucrures,Warhingron,DC,forwind resistance in confovnance to FBC � �_ o • Chapter 16 for Companents and Cladding Loads,ASCE 7-]0 Chapter 30 far Roof Components and - W F 5 RIBS PER PaNEL, EQUALLY SPACED Cladding fot Enclosed and Open SWclures.Effeclive arca for wind load calculalions based on 36 a j� sq,fec[(absolute value of controlling dcsign prossure is shown on span tables). � �� t/1 8. Span schcdule show maximum roof panel spans betwccn supports.Max.span deflec[ion limit L/60. � �W 9 Mean mof height of structuro shall not cxcecd 15 feet above gadc.Span tables for open structutes 1° N> �2, based on 5°max.roof slopc.Span tables for encloscd shvchues based on 27°max.roof slope. � WZ V W n 'O 38-tl10 SMS w/neo":ene�asket and washe�at eachssu noR'oint or therua Sh oved conn cH n b � a O� 3 RISER ROOF PANELS �� p � pP p � pp y � Z a a o design professional)w/min.0.040"thick,6063-T6 alucninum base metal. O � Q a �F� Ex osure B ASCE 7-SO Ultimate Desl n Pressure S an Table Fx osure C ASCE 7-10 Ultimate Desi n Pressure S an Table Z � W O� U �n a p OPEN SiRUCTURES OPEN STRUCNRES � W ��Z Wind S eed Design Pressure 0.024"s an(ft) 0.030"s an(ft) Wind S eed Deslgn Pressure 0.024"s an(ft 0.030"s an(ft) U � �V� SSO SH.4 SO.00 12.00 1SO 22,Z 9,73 S2,OO DRAWN BV: DYN 120 21.2 9.85 12.00 120 25.0 9.38 u.pp c�c�oev: om scn�e nssnoww 130 ]A.8 9.40 12.00 130 30.0 8.67 11.44 onre: 3na��a 140 28.8 8.87 1158 140 34.8 7.93 &89 ]50 33.0 8.17 iLll 350 39.9 7.46 8.16 .°^. 160 37.5 7.68 8.50 160 45.4 6.94 7.45 O Y �p Q�q6F�[�8,KI8�6. �o.Ste�Td Fx sure B ASCE 7-10 Ultimate Design Pressure S an Table Ex osure C ASCE 7-10 Ultimate Design Pressure 5 an Table * � oo wM w �,� ENCLOSED A7TACHED STRUCTURFS ENCLOSED A77ACHE0 STRUCil1RF5 �� caa ee� '� p '�o s iooae;w Wind S eed Desi n Pressure 0.024"s an(ft 0.030"s an ft Wind S eed Desi n Pressure 0.024"s an ft) 0.030"s an(ft O'• �,F�ais�e=�4 110 ]9.0 10.00 12.00 110 23.0 9.63 12.00 F�ORIOP � 120 22.6 9.68 1200 120 27.3 9.09 1174 SS��NAL �a� 130 26.5 9.19 1183 ]30 32.1 892 iL21 -27-15 140 30.8 &53 1136 140 37.3 7.70 &53 150 35.3 7.88 8.81 150 42.7 7.21 7.79 Drawing No.-140316 160 40.2 7.44 8.11 160 48.6 6.49 7.05 sHee7 7 OF t , • O�n »- .��'��.: .,�F. _ �; ",�"�'y _ ,.�-,,., _ _ �,;.�2_::=-'� i-,-'^-:' •t �:�,..-, "-«�:�, J.' '.� ��,. Q �:. .:�. : _ _�., City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: � c`� �J �(�(�S �', � Date Received: �� .� ! (�`� Site: � - � Permit T e: �� f? �(' D - YP �� W �1 C ��'�o Approved w/no comments�ll Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. �L 2 � — 1 s Examiner ate Contractor and/or Homeowner (Required when comments are present)