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Home My WebLink About17-18423 1 � CITY OF ZEPHYRHILLS 5335-8TH STREEf r .• (813)780-0020 1$423 BUILDING RERMIT PERMIT INFORMATION ' LOCATION INFORMATION Permit Number: 18423 Address: 5629 RHQNDA CT Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADDlALT RESlDENT1AL Township: Range: Book: Praposed Use: NOT APPL(CABLE Lot(s): Block: Section. Square Feet: Subdivision: SUNSET ESTATES Est.Value: Parcel Number: 12-26-21-0310-00000-0710 Improv. Cost: 7,122.15 OWNER INFORMATION Date tssued: 510212097 Name: STRATT4N MATTHEUU Total Fees: 105.00 Address: 5629 RHONDA CT �maunt Paid: 1Q5.OQ ZEPHYRNILLS, FL. 33542-5817 Date Paid: 5/02I2Q17 Phane: (813 819-9435 Work Desc: lNSTALL ROOF MOUNT PHQTO-VOLTAIC SYSTEM CONTRACTOR S APPLICAT1t3N FEES. SOLARCITY CORPORATION BUILDING F 105.OQ � �� ,� �� Insqections Reguired F TER 2NI7��20U�H P�LI.f�v B�� Ml C I Sl7 A�N CEILIlVG FOQTER 80NQ DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 15T ROUGH PLUMB PRE-METER INSULATION WALL MISC. DllCTS INSTAILED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISG. MISC. CONSTRUCTION PQLE FRAME lN1SC. MISC. REINSPECTION FEES: (c)With respect ta Reinspection fees will comply with Flarida Statute 553.80 (2)(c)the local government sha!! impose a fee of four fiimes the amount of the fee impased far the initiat inspectian or first reinspection,whichever is grea#er,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit,there maybe additional restrictians applicable to this property that may be found in the public recards af this county, and there may be additianai permits required from other governmental entities such as water management, state agencies or federal agencies. "VI►arning to owner: Your failure ta recard a natice af commencement may result in your paying twice for improvements#o your property. If you intend to abtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete 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. / 6' CON CT R SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 Mt)NTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PR{)TECT CARD FROM WEATHER e�saso-0ozo City of Zephyrhills Permit Application Fax'8�3'�80-0�Z�❑■ Building Department , �+ Date Received , � � � Phone Contac!tar Permitting � �'�(.� owners Name Matthew Stratton owner Phone Numher 8134819435 Owners Address 5629 Rhonda Court Owner Phone Number , Fee Slmple Titleholder Name Owner Phone Numher Fee Slmple Tltlehalder Address roe anoRess 5629 Rhonda Court �or# � SUBDNISION L{ Gt S PARCEL ID# � "��!� ^O D mV� F� /� {OBTAINED FRON PROPER7Y TAX NOTICEJ WORK PROPOSED e NEW CONSTR e ADD/ALT Q SIGN Q Q DEMOLISH INSTALL REPAIR I PROPOSED USE Q SFR Q COMM 0 OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q DESCRIPTION OF WORK Installation of roof-mounted photo-voltaic system. BUILDING SIZE SQ FOOTAGE� HEIGHT � QBUILDING $ VALUATION OF TOTAL CONSTRUCTION �ELECTRICAL $ 1 AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. , OPLUMBING $ � � I QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION V` � � QGAS Q ROOFING Q SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO BUILDER COMPANY SIGNATURE REcisTERED Y/ N F�cuRREn Y/N Address License# OS�DU ELECTRICUW (' l co�wwwr SolarCity/Nick Armstrongl�h� (NC� SIGNATURE � r�cisTErx�� Y/ N �cuw�n Y/N ' Address 1227 Commons Court Clermont L 34711 License# EC13006226 �LUMSER C�M�ANY SIGNATURE REGISTERED Y/ N �cuw�n Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N �E cUwtE� Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N �e cuwsEn Y/N Address License# � RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-0-W Pertnk for new canstructlon, Minimum ten(10)working days after submittal data. Required onsite,Construction Plans,Stormwater Plans w/Sitt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivislons/laige projects COMMERCIAL Attach(2)complete sets of Building Plans plus a'Life Safety Page;(1)set of Energy Fortns.R-0-W Pertnit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Canstruction Plans,Stortnwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Pertnit for all new projects.All commercial requirements must meet compliance SIGN PERMfT Attach(2)sets af Engineered Plans. ""'PROPERTY SURVEY required far all NEW construction. Dlreetlons: Fill out application completely. Owner 8 Cantractor sign back of application,notarized If over S2500,a Notice of Commencement Is requlred. (A/C upgrades over 57500) � � " Agent(for the contractor)or Power of Attomey(far the ovmer)wauld be someone with notarized letter from owner authoraing same OVER THE COUNTER PERMITTING (copy of contract requfred) Reroofs if shingles Sewers Service Upgrades A/C Fences(PlotlSurvey/Footage) Drlveways-Not over Counter'rf on public roadways..needs ROW ❑� � NQTICE OF"DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restricti�f�� which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with_..,�• 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 Couniy Building Inspection Division—Licensing Section at 727�47- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Bloci�'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 IMPACTNTILITIES 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 pertnit 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 nowne�'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 wark and installation as indicated. I certiiy 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 govemment 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, ARering � Watercourses. i - Army Corps of EngineersSeawalls,Docks,Navigable Watervvays. - Department of HeaRh 8� Rehabilitative Services/Environmental Heafth Unit-Wells, Wastewater Treatrnent, 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. I - 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 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,after,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 NOTICE OF COMMENCEMENT MAY RESULT IN YOUR �s��•��'�� PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT �F• WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU OF ENCEM T. , ��:;� FLORIDA JURAT(F.S.117��_�- � OWNERORAGENT MQ �l�eu� �'�rAtrtCttn CONTRACTOR �X � � �• Subscribed and swo to(or affirmed)before this Subscribed and swom ta(or affirmed)be re me�pis � � � � by Mu.N[�.�� 1-r+.-��n tp.Ap�il�oc�by E�e��r}��u�dlu m � pn � ...� Z Who is/are ersonaly known to me or as/have produced Who is/are personally known to me or ha have pro ced N � � p ��L-'�$'3'SS'1-�1�i- asidentification. tir e» asidentification. p � � D p m cn 1 o� po �^� �'� m 'p Z pl � r � -� \ �1\1 V `�1"J��Ll.i� Notary Public Notary PubGc g �k m G1 /�(� C � 0 � n � C ission No. �� S�o (� Comm(ssion No. vl7 D,l�3�� p o 3 °° a �'1\' ,r�c�� ,� � N � -� � u�.t 1' �'.�n r i 5�i n �w�� N w = Name of Notary typed,printed or s mped Name of Notary typed,printed or stamped p co � � IIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIII '; o . : , 2017055155 � ' � ❑� Permit No. Parcel ID No ��'��3�0�BO�Q��Tl� NOTICE OF COMMENCEMENT State of F1oIld2 County of P�co THE UNDERSIGNED hereby gives notice that imprnvement will ba made tn certain real property,and in accordance with Chapter 713,Florida Sfatutes, the fo0owing infarmation is provided in this Notica of Commencement�l f '^ 1. Description of Pmperty: Parcel Identification No. ��"o[�'��1��.'�l l(.l"<��"'��d StreetAddrBSs: 5629 Rhonde Court 2. General Description of Improvement �stallation of residential roof mounted solaz panels Rcpt:T854486 ` Rec: 10.00 I 3. Owner Infortnation or Lessee infortnation"rf the Lessee wntracted for the improvement:_ pS: 0.00 I T: 0.00 � MatlhewShattnn 04/13/2017 K. K. , Dptv Clerk ) Name 5629 Rhonda Court - Zephyrhllls R Address City Sfate Interest in Property: Name of Fee Simple Titleholder. PRULR 5 0'NEIL,Ph D PRSCO CLERK & COMPTROLLE ' (IfdifferentfromOwnerlistedabove) 04/13/2017 09:12am PG °�35 i Address �;� OR BK 9525�� 1 - 4. Contractnr. SolazCliy Name Clermont FL 1227 Commons Court Address City State Conhactors Telephone No. (�02)7is-0oa4 5. Surety: Name Address City State Amount of Bond: $ Telephone No.: 6. Lender. Name Address City State Lendefs Telaphone No.. 7. Persons within the Strte of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statutes: Name Address City State I Telephone Number of Designated Person: 6. In addition to himself,the owner designates of_ to receive a copy of the Lienors Notice as provided in Section'713.13(1)(b),Florida Sfatutes. Telephone Number of Person or Entity Designated by Owner. � 9. E�iration date of Notice of Commencement(the e�itation date may not he before the completion of construction and final payment to the contractor,but will be one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFfER THE D�IRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING iWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POS7ED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT W ITH YOUR LEN�ER OR AN ATFORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing noBce of commencement and that the facfs stated therein a2 We to the 6est ' nf m�knowledge and belief. STATE OF F�ORIDA �j�� COUNTY OF PASCO u/LT � �Sig�ot�r or Lessee,or Owners or Lessee's Authorized Offi cer/DirectodPartnedManager Homeowner ��-f-+—{��-��"�-(� � Signatory's Tdle/Office "" The foregoing instrument was acknowle/d�ged before me lhis�day o��4 r�1 .20�by /'1 Q f��P N/ ��f 4, r �� as I 7 fi✓n� r' (type of authority,e.g.,officer,trustee,attomey in fact)for (name �rty on behalf of who InsWment was executed)." Personally Known❑OR Produced Identification� Notary Signature f� Type of Identification Produced�OL- � i) Name(Print) ��1r1 r G� I y GUNDA BRYANT NOTARY PUBLIC STATE OF FLORIDA � Comm#FF125692 . ��'� Expires 6/16/2018 wpdata/bcs/noticecommen cement�c053048 i --— � ��p*'9�Mnr"eJje�B{�y'�y �2�'��i�/��'��ti.l6'1!��4liV I i�Q6" P"��7tr� 4�� 9. °�,+��`• , ,�� ,.,,,�.�� TWIS iS`��3��RTIFY TFiAT THE��;�REG04hlG!S A � TftUE ANI�CORR�CT COPY OF THE DtJCUMENT ��' � �=:�" �N FILE 4R�3F�UPI�IC RECORQ !N TNIS OFFlCE a, ��K� ' �• � UVITNCSS MY NAND A 0 FICIAL SEAL THIS �. 1n yocC�ve�'rust o �� DAY 0� ,,l� :�,►w• .� 2 J/�'1-�' ' `�'' t�I�,ULA S 'NEIL,C RK fi� OMPTROLLER �Z _.1 �s� �n � °• ��$1 �„ F�Y • DEPUTY CLERK �+�.��,�t� i r, . ' Version#65.2-TBD a'ed?. � RU �.�.:��c�lar��1� �. � y �� . N �•, April 13,2017 �� O�G'"' C Z' �'i ,. -1 `,1GENa�.'S'G : RE: CER'TIFICA'TION LETTER ~ •» � �" — * ; NO.$1505 = ProjectjJob#335003 =+p ; * •"* '� Project Address: Stratton Residence �� : $TqTE aF ��w,= 5629 Rhonda Ct � • � " � Zephyrhiits,FL 33542 i F��OR11)p'••'� �►?�� S ' ......• •' C� . AH7 ZephyrhiEis City ��'frs�ON�AI.iti�� SC Office Clermont WN � DigitallyskpfedbYHm7lhv Des�gn Criteria: =o��rrrnw H e n ry Z h u.emaikh�u�solarurycom,ou=nooeefrh AA7t;mUS,�SolarOty Cnrporatbn -Applicable Codes= 2014 Florida Building Code (5th Edition),ASCE 7-10,and 2012 NDS %' °°��2°,��+",�':�-0'°°' -R�Slc Category=II -Wind Speed = 150 mph, Exposure Category C, Partially/Fully Enclosed Methad -Ground/Roof Snow Load= 0 psf -MP2:2x4 @ 24"OC,Roof DL=7 psf,Roof l.l.=ZO psf - MP3: 2�c4 @ 24"OC, Raof DL= 7 psf,Roof LL= 20 psf -This project was designed in accordance with the 2014 FBC,5th Ed. Residential with wind criteria (Basic wind speed,wind exposure,C&C}per FBCR 3d1. Note: Per IBC 1613.1; Seismic check is nat required because Ss=0.08483 < p.4g and Seismic Design Categary(SDC) =A<D To 1Nhom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observatians and the design criteria listed above. Based on this evaluation,I certify that the existing structure,with upgrades specified in the plans, directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based an the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally,I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet andJor exceed aN requirements set focth by the referenced codes for laading. The PV assembly hardware specifications are rnntatned in the plansjdacs submitted for approval. �Ev��.��..�"�-�r-1� ��c��. :_� , -f{. �N ��t��'�y��G�`... 3055 Ciearvlew+Nay Sarz Mateo,CA 94402 i t650}638-1j0j28 {888}SOL-CI TY F{450)b38-tfl24 solarclty.com - t _ ?M1i-'V<.7.s_p,:"C?+3771�FC'::1'�a:,��'q„S:EEP�tiW fJECCTrti 1:iuii:,L1:7,-ifif.tGO�:E.',0`_,Ai�,jy:wA��yr/,'�fh"=•?++s`_.DE?Gtn=J!KGl7'i nW7,_fLFC13r�u:2c N;CT.'oIT')r��i-/�$?.C".AISICL{y;�;:i ;41:r•tRtci��C�2o':h�•.s.i'i,.uC;��etfji-u.;n1"3:7•Jn>>„r.l.�lJ^:.:,s�r,nt�l4HlrottOeNr,x�Er,VS,IC<7.n•.P • �'„�1..Q�qt G/q'��5�,:.VG?_iJP�,�oO�•c�-l'i�7 oaCc.7P:cL��LScL?nl��n'��y71.`r.5.;� �;c-.a�f+. �Nlf3.iv,iE;'�.2P�J:��i fl7?�.o-5�15ny V:E!L2:,�:�'t:.S_�O.Vt E�a-C.`_.a° .��n SU�.cc• qIGiJ��iJ�:FR�:liq{� /�1 ,�L1S'��y�„�"I.� �r�?V.P,i,,,,n f"„s„a��.P� �r�,rrd H-�t9oc-.r `� t�-OG-Jt�.S�aft.,:r 5?�� ±:t..�;q;�.n:�.�-2v!7@-N1S_'lv:+l?ia�iS@.f-��CAS F>1'1!!+('_ _��JEt_�.ii�.��At:'G��a�lG:�2F�{�}�"-/ •��Vr,COf'1 �1 e�'t�aib:IM1-wt:�°�'.{Pil:..3e• r�� i.:Nty?.�:fv_ a.ILC '♦CA{f,rx,..i.Gr�p,...i��vnv:�J�.+-I9r$tib+=�^1F3i, + _m-n�t4t—�. n.:Oc. �,p,d3w 35istn6�nY nr,:,✓.ljJ�A'l.'f�t" -rve�'�,'��S3�5avr.�.�npzYif=xn,��:��+:�.•r�4a?..l.iGCa�Yu��:i:•s�i�<tns,,,'_ri„�iytl'1 sr.aten..,�,. �enc�.�.r�t5>'.:.,'��z��62:r.ir.�<=..,>�t.,.dFr�2, ,r O i3 l� � "a�ISt-:,._ul.�:+..,r�JCb - _ :��,��titq7'I AIAL D NG CU'tJE - Clry OF��R#�JL�g C3C2� Ai�tt} _, ,F,. , 4f��tN,,��5 :: • ��y�e � . Version#65.2-TBD � Og`eSO��CIt RU �9�� y � HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP2 72" 24" 39" NA Staggered 61.7% MP3 72" 24" 39" NA Staggered 61.7% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware � X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP2 48" 20" 64" NA Staggered 67.5% MP3 48" 20" 64" NA Staggered 67.5% Structure Mounting Plane Framing ualification Results Type Spacing Pitch Member Evaluation Results MP2 Pre-Fab Truss 24"O.C. 19° Member Anal sis OK w/U grades as S ecified in Plans MP3 Pre-Fab Truss 24"O.C. 19° Member Im act Check OK Refer to the submltted drawings for detafls of informatfon collected during a site survey. All member analysis and/or evaluation(s based on framing information gathered on site.The existing grevity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearview Way San Mateo,CA 9d402 r{650)638-1026 {868)SOL-CITY r(650)638-1024 solarcity.com at�_->o�. -B^:7 n_� ?ao�tb .a_nso.0 sic.-.het.: rr}e Jai ...ic�e.:7.�a,e�<o�lr,au u�_ein6 , e��Er��:u: ct_onte�.sio,i�-co:+.r�[[iina^:?c•+;. -�v;;o e�:r•��5'.ti:a �r eaL7�, .`l-t' ~IAprNlf':�IO:Ni16,1Ji.�l[3�J��:-t14�� ifiiz�:tl•: �il"'v1:5�M�..1_i�•- " ,rEc;Y,-'�7>� '�:: +tI�5i7:t'^- H[. - _ __ f: �� GG/F1? �EI=)7�� a Cf:t7f_.�'lp:�. :Fw1f:CFAf��' :rr_:41'a/"' 'E3�5 �. iEiLi;t�' U� ?an5� 5C�7'tFCIE.':15' iB.'iEf.t.n,.�:p.lA:.�l'�. •nCVI�;GLw '•q�cc"�,�Ih-,rry�a.• .-4fl� �M2. ��nM� ' a.,,:r ti , ;.Fu'ny o��l1 I;:,J 11��P.-.1p-�p.��/:5y�'f,<Y ..in�.i-n'. ." :>L.,rl'!(.-..l.HJ-H�3' ��J13P.1n1.A ._�::i t: , a.El- , L1fjA��f,.�?� .-J.. x,,. .�.'+f� 1'n11r5 �� i.l�ld�illi:�'.-D:' iJl�. ML..�i�l��it.� �n" Y.11� ntFr�� _af,��oncz�l.en!�,.ral;.-'.n. F,.-`UG'.L,,alc�i.�tvf�n. �ni[��n� lt✓:�11i,en3..«c•.•r�v�.i��. ,tt ;r�Y:ort�r�i:.��,.w,[r.� nta�< n`Oei;x>r/:�nJi+li<-n;-rn,�:�1.+rik��.12L.!.10Cnnf��rl��:L�c..nY.,`_., �,. i�roti,.i+r.'lo5nl�:-n�.iltv'r.,'ii1iC�:4= _� .rt-Nln2d,:+n�is,�.1fJ:LL�n <}.�r.�J,C�.,ti�t�.rli�i<l�'r:r, ,::1C'!'11L.n-,.�rl._:•r.>..nG10G - - - - -- - - - - - - -- - - :STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 Member Pro erties Summa MPZ Horizontal Member S ans Rafter Pro erties Overhan 1.16 ft Actual W 1.50" Roof stem Pro erties S an 1 9.60 ft Actual D 3.50" Number of S ans w o Overhan 1 S an 2 Nominal Yes Roofin Material Com Roof S an 3 A in^2 5.25 Re-Roof No Span 4 S�c(in.^3) 3.06 PI ood Sheathin Yes S an 5 Ix in^4 � 5.36 Board Sheathin None Total Rake S an 11.38 ft TL Defl'n Limit 120 Vaulted Ceilin No PV 1 Start 0.25 ft Wood S ecies SPF Ceilin Finish 1/2"�y sum Board PV 1 End 12.92 ft Wood Grade #2 Rafter Slo e • 19° PV 2 Start Fb si 875 Rafter S acin 24"O.C. PV 2 End Fv(psi) 135 To Lat Bracin Full PV 3 Start E si) 1,400,000 Bot Lat Bracin At Su orts PV 3 End E-min si 510 000 Member Loadin Summary Roof Pitch 4 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 7.0 psf x 1.06 7.4 psf 7.4 sf PV Dead Load PV-DL 3.0 sf x 1.06 3.2 psF Roof Live Load RLL 20.0 sf x 1.00 20.0 sf Live/Snow Load LL SLl'Z Total Load Governin LC TL 7.4 sf 10.6 sf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Fgure 7-2] 2. pf=0.7(Ce)(C�(IS)py; C.�=0.9,Ct=1.1,I5=1.0 Member Design Summary(per NDS Governin Load Comb CD CL + CL - CF Cr D 0.9 1.00 0.90 1.5 1.15 Member Anal sis Results Summary Governin Anal sis Pre-PV Moment Ib-in Post-PV Moment Net Im act Result Gravi Loadin Check 2 446 929 0.38 Pass - - - - - - � - -- --- - - - - - - ---- - .ZEP HARDWARE DESIGN_CALCULATIONS -_M,P2 „ _ _,_ _ . _ _ _ ' Mountin Plane Information Roofin Material Comp Roof RoofSlope ..,._.� _..�___.,--___ _ _.,.__.___..�. �._.___ �_.�.�._�_____�__�, __..___19°_____�,_.�____�_�___ ____ _.___...._---, Rafter S acin 24"O.C. - Framing Type/Direction _ _ _ ___, � ____T_ _ Y-Y Rafters �_T � PV System_TYP?._..�-- --___.._._.__.�______ ��_.._____._�_._..._.....�_.�SolarCity SleekMountT"' __..__�.�.�..._.� -- �Y__..�_� __,..._._ � _ __ _ .� _. Zep System Type.m._._ ZS Comp _______� _ 5tandoff Attechment Hardware n? -xT�tl_ _ --�f„-~- -�--� Corrio Mount Tvae C ��- LL"--- """"`�__�__ _ Spanning Vents _.A--�-�•.�-__ --_ -____.._. - —__.._--------_.�_---NO--- _�_Y.-----_ -•-.n_._ ___ ____._�_ Wind Desi n Criteria Wind Design_Code r IBC 2012 ASCE 7-10 �__..-.___.._._. __w_____.__.....m�_.._.,.r�..�__�m_�_____,_ . ..�.-.--.---______, _�_�__.._---___._---------w--- Wind_Design Method-�--�.--_-� _ ---_-_--__^____.______� __Partially/Fully Enclosed Method_� -----_--� _--- Ultimate Wind Speed.__ _____----� --_-__-V-UIt_ _-_- -� _ _---___A__T150 mph _� -- r^_ -- -- __� Fig:1609A___ -_�_._�__.v__ _ - - - _._ _ _ _,u _. ExposureCate99rY__�_ __T__:_._._.__,_.�_____� .�_._,..__.___.____..�___.�_�.___....�,--�_�___...___.._.____ __� _...__�..___Section 26.7___ Roof 5tyle _.__.,,. ._._�.�_.�__.__.__.___a. __�_..._T_- ------d�..�..T_�_ �._�Gable Roof- --- ------ -- Fq_3o_4T2A/s%c-sa/e Mean Roof Hei ht h 15 ft ~'^ Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure ^__ _ _ __ __KZ.w____,. __-._,_.._________.__m._... 0_85 _ Table 30.3-1 - ---_..---- __..____ ___---_.,___ --_.�_._--- -- Topographic Factor _ ._-----------�__ _Kn_______ _, _-._------- ----- - -__ 1.00- --------- -- _ �.__ ..__Section 26.8 _ Wind Directionality Factor_____ � � _ _ _ ICd_ _, _� ____ _ __ 0.85 Section 26.6-1 - - --------------•--,---.__ ---------_______._. _.___ - Im ortance Factor I NA Velocity Pressure qh qh=0.00256(Kz)(Kzt)(Kd)(V^2) Equation 30.3-1 41.6 psf Wind Pressure Ext. Pressure Coefficient U GC U ) -0.88 Fg.30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down . GC Down 0.45 Flg.3o.4-za/B/G5A/B Desi n Wind Pressure p= qh(GCp) E uation 30.4-1 Wind Pressure U „ -36.4 psf Wind Pressure Down 18.8 psf �ALLOWABLE STANDOFF SPACINGS - - - - - - - - - - - - --. X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max_Allowable.Cantilever __,_.. ,�__� �Landscape_� ��^� __-�P�rw_� =;�^_24"--�-__�_��____ ___�____ --�� NA�_� Standoff Confi uration La�ndscape �Staggered MaxStando_ffTributaryArea_�._�_______.__,Tribw__� _ ___._� ___________ �_?Osf__ � PV Assembly Dead Load W-PV 3.0 psf _� �_�_Y �� Net Wind Uplift at Stando_ff._�_.�� _� T actual_T,_ _��_ .W�.._____ �._ -393 Ibs �_.__.___�_ _ .�_� ---�� _ __.,._ _ ._�__�. _,� - Uplift Capacity of Standoff __��,__T_�._.._T-allow -___ -�.�__ �- - -__,_� 637 Ibs_ ____.------------,...� --- Standoff Demand Ce aci DCR 61J% �s �" X-Direction Y-Direction Max Allowable Standoff Spacing__ __ _ _ Portrait 48" 64�� Max Allowable Cantilev_er _�_.___._ __ �Portrait T_� --f v_-� _�� ' 20"�_�_.�y _ ,'w_�' .�_A NA __ __ Standoff Con�uration Portrait Staggered M ----ndo_ff Tributa_ry Area________ �__ Trib�,____�.------------ —21_sf- -- ---y- -- ----;---- _ ax ta - - - ---__�_ _________ PV Assembiy Dead Load W-PV _ 3.0 psf_ Net_Wind�Uplift at Standoff___�^�_ � l"-actual_� ._,�_��_� _ ,_._i. _ -43U Ibs___..�_�___.___�w_ �.._ _ ___�.._�_w_ Uplift Capacity of Standoff T allow Y 637 Ibs � y - --�_._a. �.___,._.._..._,_._��._ �_.__,._.____��._,____�..--,�.-------------,�__�___ _�._.___ _.__________.____�__ Standoff Demand Ca aci DCR 67.5% �LOAD ITEMIZATION - MP3 PV S stem Load PV Module Weight(ps�_ __.__ ____ _ �_�..____ __--- __�__...._T.----_.___��._ -----_-----------.____Z�5 P�_____ Hardware Assemb Wei ht s 0.5 sf PV S stem Wei ht 3.0 sf Roof Dead Load Material Load Roof Category Description_ __, _-_ __�__.,___ -- ---�__�- MP3�_ --,--,- , ` - ________ w.. _ _ _ __ __e.��___� ______ _ ��.___.._ _ ._._�q_ �_ Existing Roofing_Material-------____�_ �-- --._.,�.. .____._ _______..___�Comp Roof_...._---„_._._______�.1 Layer).____ v.____2.5 p�_.,.__ Re-Roof No _.. _____�__..�_�_. ,_.,_._.,�__..._..�._____,�__.._____�..._.,.___...T___�_�_-�- ----_ ��..___ ..,__�____�------.-------_.__._. .______e____�__.__ Underlay_ment---___--__-- -_._�,_- _ ____.__ _,_�___ __._.,--._,---_ �-_Roofing Paper___�__�_______, � 0.5 psf -_-- Plywood Sheathin9--�__� _��_ __ _�-.�------ -_._.. .._--- ------__, Yes ^ ,�-- - -- ---- _-�1.5 psf_� _ __ _ . ._�_� � � __ Board Sheathin9_._..__-------�._...___� �__.._�_.__._____�..�.___ �____.__ �None_ _-- --------- --__4_.�..__� - - - e_�._�_.__._�__. Rafter Size and Spacing_ � ___._..____.______.._.R..,�....,_.____�___�_.____.__?X_4.,_.n._T_.______._,.@ 24 in. O.C. __0�7 psf-_-- Vaulted Ceilin9.._.._.�. _�_--- ----—.._... --- ---- ---—---. No __._____�----_ _____ � Miscellaneous Miscellaneous Items 1.3 sf Total Roof Dead Load 7 sf MP3 7.0 sf Reduced Roof LL Non-PV Areas Value ASCE 7-10 Roof Live Load 20.0 sf Table 4-1 _�__��------•---------_— __ _.—---- _______� _�--- - -- --- ----------- --- ------- -- ------- -- — -- -----____— MemberTributary Area_.____.�__..__ ____._r_.�4.._.._..._____ �._ ___� _.___.w._.�__< 200 sf----e4 ----._____.....,___ _____� ,.___._.___ Roof Slope 4%12 :___------__ _._.___�_ .__a_.,�___�_._ �_----,__.__.� .w_ �_�__._„�___�___._,...... _ ___,__.___._--�---------,_.._.n._. ._ _�_____�--.__ _ Tributa_ry_Areay Reduction - --__.___-- _---_4 Rl_____�___,_�_�,_�-----_�.-- -_--- --1--------------— --- ----- --Section 4.8--- Sloped Roof Reduction RZ 1 Section 4.8 .�___---__—.____---___--__ ��_- -- — ------------ --------- - ------ -- -- —_-__ Reduced Roof Live Load Lr Lr= �-a�R�)�Rz) ` ^ 4 � T E uation 4.8-1 Reduced Roof Live Load Lr 20 sf MP3 20.0 sf � Simpson Strong-Tie Truss: MP3 Projed Name: 335003 Date: 4/13/2017 2:07:50 PM Component SolutionsT"� Page: 1 of 1 Tmss V�sion:2016.11.1[Build 1] Material Dazabasevasion: 1557 Span Atch Qty OHL OHR CANTL CANTR PLIES Spaang WGT/PLY 31-0-0 4.13/12 1 1-2-0 1-2-0 0-0-0 0-0-0 I 24 in 95 lbs 3340 1-2-0 &9-0 6-30 6-9-0 &&0 1-2-0 &9-0 1 S60 22-3-0 37-0.0 4x6- 3 �Z 12 4.13� �4.13 1x4\ 1x4! N 4 �� N f�l d 3x7- I � 3x7- .L 5 I 8 9 � 7 6 3x4- 3x4- °�0-° aao iaao s-�-o ia�ao ias-o zaz-o 3�-ao Loading General CSI Summary Deflection L/ (loc) Allowed Load (p� B1dgCode IBC 20I5/ 7'C 0.89(4-5) Wl CR: 0.46 in L/802 (5�6) U I80 7C1L 20 IPII-2014 BC 0.80(56) WIIL. 0.2in L/999 Q•1) L/240 1CDL 7 Rep Mbrinaeace Ya Web 0.48(2 7) Ho¢CR: 0.09 in 5 BCIL 0 D.O.L 125% Cccep Faqo4�=2.0 BCDL. 6 Plate 06cets OntX,Y,Anp�: (1:4-12,2-I,O.) f2:0-0,3-11,53.) (3:0-0,3-11,0.) (4:0-0,3-11,52.)(5:4-12,2-1,0.) (6:0-0 3S 0) (/�0-0 3-S 0.) Reaction Summary TT Tve B�Cortbo Hre WidN Maleual Rqd BtQ Widih Maz Rexl Maz(i�avUolift Mac MWFRS Uolilt Mmc C&C UoliR Mmc Uolifl Maz Horiz 1 Pin(Wall) 1 3.5 in Stce! I.50 in 951 @s - - - - O lbs 5 H Roll(Wall) 1 3.5 in S�al I.58 in 1,006 @s - - - - 0 Ibs Material Summary Bracing Summary IC SPF 1{2 2x4 7C Bra�ing Shea�hed orPudins at 2S-0,Pw1in dai�by Othes. BC SPF N2 2x4 BC Bmcing Shmthed orPudins at 10-0-0,Pudin desip�byOthas. Webs SPF H2 2x4 Loads Summary 1)Mwim�msmn�afac loading in aocoNana�ritL IDC 7261e 1607.1 Laz not baa applied 2)in acoortlauce with IBC 72b1e 1607.1,minim�mBCIL's do nol apply. Load Case Lrl Std LiveLoad Di�ributed Loads Mrnber Inetlon I Inmlion 2 Diredion So�d S�art Load Fnd Load 'Ihb Widlh Top Chd 8�-0 14-8-0 Up Pmj 20 psf 20 psf 24 in Load Case Dl.Std Dead Load Di9nbuted I.oads Mrnber lamtian 1 Inmtion 2 D'ucqion Sprea�l Suri Load Fnd Load 71�b WidW Top C6d 8d-0 I4S-0 Down pmj � 3 pst 3 psf 24 in MemberForcesSummary 'Cab�eindi�:Mc�erID,�mcCSl,�xaxialfortc,(�oolry[lomeiCdiHaentLomrtaca�cialfortz) 7'C 8-I O.O8I 2l @s 2-3 0298 -1,694 @s 4-5 0.890 -2,160 @s 1-2 0.874 •20051bs 3d 0.454 -1857Ibs SA O.OBI 2116s BC 56 0.797 2 006 @5 6-7 0.443 1 254 Ibs 7-1 0.777 1,839165 Webs 2-� 0.482 -336 @5 3fi 0.245 662 Ibs 3-7 0.192 496 @s 4� 0.272 d64 ms Notes: 1)\Ht CR and Ho¢CR me Ihe�tal and horimnial de�atioos due m lite load plus the acep mupanrnt ofdetlatioo duc to drrd load,co�ryuled u De�_LL+(lCcr-I)x DrL_DL in a,00(dance with ANSUIPI t. 2)Aquatity muwl facto4 Cq=1.00,Las bea��piied to We piate lateral�istmice desi�valuec az spaified by the 71uss ManufacN�erperANSVIPI 1-2002 Seaion 2.4.2. 3)Plates Ioca1N at 7C piich brtala mcet the pe4cripfi�e mniuum sia ecquimrent to trm�sfer unbloclxd diaphmgnloads across thosejaints. NO710E Acopy o(Ihis dai@�s6a11 be fumished m tLe erection cont+actor.The daipp oflhis individual uuss is baud on daip�aitaia and requiremvts supplied by IAe7tuss Nl�ufxNrerand relia upon the acareey Simpson Strong-Tie Company and m�ryletenecs otWe info�iion sel fotW by ILe HuiidingDesip�et A seal on Ihis drmving iudicrt[cs a[aept�cx of pmtessional en@naring�ponsbility soldy forlLe Wss auQonart dai�shown.See We co�er pa�andihe"Irtpo�tWo�tion�.GenpalNo�a"pa�foraddidonalinto�tion.Allconnoclorplal�sshall6e�nufir.tumdbySimpsonSWngLeColryany,Incinaoco}dar�cewilhESR-2762 Allconnaqorplates aze20 unlesslhesaified latesizeisfollowedb a"-18"whichindiWaanlS 1 or'Sk18'whichindiqtesa6i taisionlB late. . � � . , . . `ZEP HARDWARE_DESIGN CALCULATIONS-MP3 . � . _ _ _ __ . �_ _ _ _ _ _ _ __ _� � � Mountin Plane Information Roofin Material Comp Roof !, Roof Slope igo ------- - --_�__.___�._._.___.._�__.-------�..�._�,._.__.__. .__....__..�_.a______.__.,_...a ._.._'_.w._._._�.....__.. T__.�___m. _- --- -�.__.__� Rafter S acin 24"O.C. Framin T_a e/Direction Y-Y Rafters ___ __.-_---- - - -- -- ---_,..___,.._.__ --- -----._._ �___ ___.. _��-------- ------�----------------__-___ --___-_ PVSystemTYP_e_.�---_--__-- _.----. _.._�.____..._.__ __ ____ ___----SolarCitySleekMount'"" -____-_--w_ _�_,V __ _ __�._____ Zep System Type_� _v._ -- ZS Comp _^�__-- �. n_...__--- ---_�____.. _.___..__�._____.______. _________- ---__.___�_.,..__. _ __�_�_,�_�___s___ Standoff Attachment Hardware Com�Mount Tvoe C Spanning Vents_-- -______..__._N0 --------------.--- -- -- --- Wind Desi n Criteria Wind Design Code IBC 2012 ASCE 7-10 Wind Design_Method _,__`__� �._ ^ � _. _ �ar _ Partially/Fully Enclosed Method^ �_``T_� -:___.�.e__,__� Ultimate Wmd Speed___ _. ___�_. ---�V-Ult _0 _ �P_-�- --- _-150 mph ___.__--_-J-T_---_ _�Fig. 1609A_ _ --- _ ._ _T _ _ � __,___ Exposure Category_-- --- --------_--- _-- --------- -- ---- -__,_ .»----__ �__�____._.____._--_ -----v._,.._�.__Section 26,7___ Roof Style____� Gable Roof Fg.30.4-2A/B/GSA/B _�.__-- -------- ---------__ _�__�___ ___._4_ _______.—�---_ _��,_�..._.__ _��_�____...�_ ____,,....___. .-- Mean Roof Hei ht h 15 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure�_�_ � ___ __KZ 0.85 Table 30.3-1 _�___ _.__._�__.___.____y_ _.....__�_----__._____ __---- --__.___._._.___ __., ._____�. Topographic Factor.,___..__�___. �.�_ �_�.__ Krt.....�_ .__.______._.-- �---_____. _._.._1.00 __.___.�__ Y___.�_ ._....- ---Section 26,8 _ VVind Directionality Factor_� __ _ ___ __ 0.85 Section 26.6-1 � - - � � - ----- -- - --------w.__-- ------------------- ----- - ----____---- ----- - Im ortance Factor I NA Velocity Pressure qh qh= 0.00256(Kz)(Kzt)(Kd)(V^2) Equation 30.3-1 41.6 psf Wind Pressure Ext. Pressure Coefficient U GC Up -0.88 Flg.30.4-2A/B/C-SA/B Ext. Pressure Coefficient Down GC Down 0.45 Fig.30.4-2A/B/GSA/B Desi n Wind Pressure p= qh(GCp) E uation 30.4-1 Wind Pressure U „ -36.4 psf Wind Pressure Down 18.8 psf - - - - - - - ---- - - -- - - - - �ALLOWABLE STANDOFF SPACINGS _ _ _ �� - --- - - -- - - - - - - -- - - X-Direction Y-Direction MaxAllowableStandoffSpacing__ _____ Landscape_ _ _�_�_ _ 72" _ __ _v __ _ 39" _�_ _.__-----__.��__a____e��. _-- _-.- -------- _____-----____ __ __ Max Allowabl_e Cantileyer_�__�._.__ _ �_�ndscape-- ---�__r_ __�____�__ ..._24�� ____.__ _ _ Standoff Confi uration Landscape Staggered - - ---_._..._- ----NA_ __ Max,Stando_ff_TributaryArea.`...___._.___. e__Trib__�_�_._ _�_�._ ___--- _.__ _�_. 20sf_�_�_-- ------ ___..�----, __.�a_�__�_� ,.. _ PV Assembly Dead Load___._. �. _ ___ W-PV ---—�___ _ - --- -__.�.._ 3.0 psf „__..�----___. ____--------______�__� ------ - - -- � .__.___ . Net Wind Uplift at Standoff-_--� - _- _-_, T-actual__- ---.-- � ---___ �_�.__,393 Ibs __m_�__� _ ._._--..v---�__--,-__---,--� Uplift Capacity_of Sta`ndoff ____...�..�.-- ---T-allow _-------•-------_�_____�___....637 Ibs __..____ _____...__...___.----______�..__.--- Standoff Demand Ca ac' DCR 61.7% X-Direction Y-Direction Max Allowable Standoff Spacing�___ __ Portrait 48" ___64" v__� Max Ailowable Cantilever__,.__.___�_� .__Portrait__��-- _-_d__, _y__�_,_� 20"'�Y-�-�_6- _-^�-- -'_- - NA-_-- Standoff Confi uration Portrait Staggered Mex Standoff Tributa_ry Area` _.,_�_�__�_ Trib 21 sf ----- ---�___.__._--�----_._.__. _, ---s�___e_..____._______.�.....�___ _._�_�___.__...._.-- PV As�sembly Dead Load___ __�..__._ _. W-PV _ ._..� __._- ---..� .. � 3.0 psf __r_____ ._ ___.__, __-- -___4 _- -- Net Wind Uplift_at Standoff____.�_, ,__T-actual--, -,-�---_-- --_____ v_�430 Ibs�_-e---_--_ -_--�- -�--. _�__ _ Uplift Cepacity of Standoff -------- ---T-allow-,--- T_=. _ -- -^--.T 637 1bs -�-- --- ------___- - --- _. _.._.___ -- Standoff Demand Ca aci DCR 67.5%' _ � -. a-�. . �.�F_1 . • �'�� - z , �� ,; �:� - ;: . -,w"y ,�rJfa. City of Zephyrhills BUILDING PLAN REVIEW CONIMENTS Contractor/Homeowner: � I Date Received: ��/�� Site: _-�a2� K�1[�I�C�Q �O7 0 �' Permit Type: ,/�,5�7�/t1�10�'I D��,rl/0��.�, '.�S�'� . ` - c�� Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: p I his cmmment sheet shal k t with the peimit and/or plans. � i ( ��r� I I . � alvin Switzer—Pl xaminer I�ate Conh�actor and/or Homeowner (Required when comments aze present) I i ; � i 1 ` p'' ' • • ��a�'�+ a�,�� [/'' " ;��;. L> .;�.; • ;�' }/{"�' _ c ' �'�`s.=.Vf,;� •�✓.t1 i ' Y '�;�ii�y-,.�+?1��.;i�• �� 'I�i��.n��; fF� ` � I �"'�.� � ., ` , /�%L� -zi'"r i«�.�"'..r � City of Zephyrhills BUILDIl�TG PLAN REVIEW CUMMENTS ' � � , ContractorlHomeowner: �� 4.�t Date Received: � � � � 1 Site: ��"1 ��"r�t.a.-_ �t� Permit Type: ��,,�Jt cSt G� 1�� `��L`� ��'`�'�''` Appraved wtno comments:CJ Approved wfthe below comments: ❑ Denied wlthe belaw comments: ❑ � $ 1 This comment sheet shall be kept with the peimit and/or plans. 1 � : Jf // � f � `E�' *' ( ` �f Kal n Swi��'Plans Examiner Date Contractor andlor Homeowner (Required when corn�rnents are present) i ' � ' � I