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Home My WebLink About17-18547 CITY OF ZEPHYRHILLS 5335-8th Street • �` (813)780-0020 18547 ELECTRICAL PERMIT - PERMIT INFORMATION - LOCATION INFORMATION Permit#:18547 Issued: 6/06/2017 Address: 5522 18TH ST Permit Type: ELECTRICAL MISC � - ZEPHYRHILLS, FL. Class of Work: ELECTRICAL MISC Township: Range: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 48,903.75 Total Fees: 420.00 Subdivision: CITY OF ZEPHYRHILLS Amount Paid: 420.00 Date Paid: 6/06/2017 Parcel Number: 11-26-21-0010-14200-0190 CONTRACTOR INFORMATION OWNER INFORMATION Name: SOLARCITY CORPORATION . Name: CONNELLY, BRIAN Addr: 1227 COMMONS COURT Address: 5522 18TH ST CLERMONT, FL. 34711 ZEPHYRHILLS, FL. 33542 Phone: (702)716-0084 Lic: Phone: (813)454-4993 Work Desc: INSTALLATION ROOF MOUNTED PHOTO-VOLTAIC SYSTEM APPLICATION FEES ELECTRICAL FEE 420.00 INSPECTIONS REQUIRED ROUGH ELECTRIC �C� CONSTRUCTION POLE PRE-METER n,�� - / � FINAL �� `� V N �G�.� , � � REINSPECTION FEES:(c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. � I ^ CONTRACTOR PER OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER s�s-�saoozo City of Zephyrhills Permit Application Fax-813-780-0021Q■ Building Department DateReceived ' s" �� phoneContactforPertnitting 0 ' O�� ❑�❑ Owners Name Brlan E.Connelly Owner Phone Number $134544993 Owners Address 552Z'I SYh Stf@@t ` Owner Phone Number `�"T�� 1� Fee Simple Titleholder Name Owner Phone Nurtiber Fee Simple Titleholder Address JOBADDRESS 5522 18th Street �or# SUBDIVISION PARCEL ID# II�L��I- W IO , (OBTAINED FROM PROP TY TAX NOTIC WORK PROPOSED B NEW cONs7R e ADD/ALT � SIGN Q Q DEMOLISH \ INSTALL REPAIR PROPOSED USE Q SFR Q COMM 0 OTHER (�5 I TYPE OF CONSTRUCTION Q BLOCK Q FRAME 0 STEEL Q DESCRIPTION OF WORK Installation of roof-mounted photo-voltaic system. � .( ,(p S� BUILDING SIZE SQ FOOTAGE� HEIGHT QBUILDING $ VALUATION OF TOTAL CONSTRUCTION �ELECTRICAL $ /� �d �P SERVICE Q PROGRESS ENERGY, Q W.R.E.C. C l � �?�j �) cr� �� QPLUMBING $ O �T� 7✓✓�� `�/ J�//_Ss/-" � QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION / �� QGAS Q ROOFING Q SPECIALTY 0 OTHER � FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO BUILDER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address � License# ELECTRICIAN OMPANY SolarCity/Nick Armstrong��j�j�p � r SIGNATURE REGISTERED Y/.N FEE CURREA Y/N Address 1227 Commons Court Clermont,F 4711 License# EC13006226 PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# 1111111111111111111111111111111111111111111111111111111111111111111 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,Stortnwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new cons[rudion. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, ' Sanitary Facilities&1 dumpstec Site Work Pertnil for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. , ""PROPERTY SURVEY required for all NEW construclion. Directions:• Fill out application completely Owner&Contractor sign back of applicalion,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$750D) " Agenl(for the contractor)or Power of Attomey(for lhe owner)woutd be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of conVact required) Reroofs if shingles Sewers Senrice Upgrades A!C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW \ � o ' iVOTICE CF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restricti� � , which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with_.., applicable deed restrictions. i 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 regula�ions. If the � contractor is not licensed as required by law, both the owner and contractor may be cited for a inisdemeanor 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 County � TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County WateNSewer 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—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"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, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. ' - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. � - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US 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 permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A ru a icense o roceed wi h the work and not as authori to violate cancel alter or 'ermit issue�shall Ye c�nst e�t�Ye I t ' t ty 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�ob is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECO NG YOU ICE OF OMMENCEMENT. FLORIDA JURAT(F.S.117 ) �. OW NER OR AGENT CONTRACTOR Subscribed and swom to(or affirtned)before me this ubs bed and swom to affi e ore me by � �ol � by Y'� Q.. � Y y Wh s/ e personally known to me or haslhave produce Who is/are personall�known to me or haslhave p du d 1 as identification. as identifi n. ��uuu�. ::►F"1O�a:, YOLANDA E NEWMAN oio .; ot Public Notary Public : . . : o a i - on�'a C�G D J��cl s �• i�� Commission No. ��•%Fo�F��°'�'` Com si n#FF 127524 Name of Notary typed,printed r C �H ��: „� = �'? MY COMMISSION#GG056395 :'�;. •.�;,�� EXPIRES December 19,2020 �,,. - —I � , f .�a. � x;�: r.": � � � � ti� l j �n. 'fi� �,r . J. -� ''�". ...:r�''='. �ity of Zephyrliills BUILDING PT,AN Ifi�V�W C4�MMENTS :J ConbractorlHomeowner: t,� f Date Received: r��1/� ' Site: �� r��' Permit Type. ��.,�iG�'��G.�2 C�t�1�� ` � Approved w/no comments. Approved wlthe below comments: ❑ I?enied wlthe below comments: ❑ ; � �is cornment she� sha11 be k t wit�a th�peimit andJor plans. C � � � 1- � �`�l�/I alvin S Tfzer � Examiner L'8ate Cantractor andJor Homeowner � {R.equired when comments are present) �� '1 � �. � i � _ __. ocuSign Envelope ID:BB7AF178-DOBA-4863-8784-DSBBF5EOA006 ti. , ,'� ` `t., , / , • _ '• \, , ` - ,'` SOI�fCI�� I Purchase ,� --- _' _ - _ �� _- - � �- �� ., �; , . . } �� f ,'� `''ti i Customer Information i ' , ` Iristallation Locationf � Date 4/22/2017' '� .�`� Brian Connelly �'� 5522 18th St,1�.., �� _ �' `.� -__.Zephy�hills,FL33542 _ _ �-- 552218th St • ' , � - � -- Zephyrhills,FL 33542` ,_- --, , Na_me on Utility eill ��'.. -- � , ' �� Brian E Connelly i; 8134544993 r'� •, •,,. -; � i �1} . - - f � i 'v, _ ' ! � - _ , ,_ ..__ .___._.... 'r-__'_._-'��-- -' ' -_ .�--- -__ _._ ._ _ ._. . .�__.. - -- ---- ---� _.-�--- ----'-- - -- - '- ._ f • � ' - • � - , , " Here are the terms of your Solar Home Irimprovement Agreement i ; , -_. _. - i ,. , ' ° ', . ' � .� _ -:- k�V �C . -- - r ! { _ - v -, - - System Size , Spstem Warranty � : � � , . . : - - ----- -- --�--- ---------- -- --- _-' --- ----------- - -- -- _ — ---------- -- --- ---------- --- -__ -- --- -- _ - - ------_---- . , < , � The SolarCity Promise �� •We provide a money-back energy performance guarantee; , .os `• � . � - `'�- •We warrant all of our roofing work. � \`'� _; '�`• `� �jC_' � - - � �. •We warrant and repair the System. : : .� initial here , , 1' _ , •We fix or pay for any damage we,may.cause to your property.'; , , ! ,� ., ,� { •We provide 24/7 web-enabled monitoring at no,additional cost. � . ��, ;� •The pricing in this Agreement is valid for 30 day`s after 4/4/2017 ,�� __ %+ -- � ' - _ Your SoiarCity,.Purcha'se,Agreernent Details �' , ` � '`, , � � f ti � �� j �; �i �.__---- -------- - --- ----- +� I .,% fContract Price - $48;903J5 � ,�� • }� " � f�_�-- � �-- -- --- - ---- ---------- ----' . �_ ;REC Value.(Estimate) ' __ _ ,.$0 00 �j � �� - ._- f / �. j , i__ _ _��___________' '_„_..._ '_'__-,-_______.�_� ._..._e_� f„ � j,Reliate Value(Estimate) -$0.00 , � _ �y � �_ _ _�._� :_..,_ __; ___.___�_W.._____—._� �,c 1 , ,Amount Due � , $48,903J5 ��•` � �Est.first_year'production ' 15,370 kWh^ � ^ T ' � -. a J- ' --------------------�_----- --,._�� , `� , . � . _ '�, f.� -_ l. ' - -� ',} . ' , . _ - . - _ r --- -- _ � . � , r. _ � ,, I f , .,` ` f . r; ''-, � , ' ; .. . , 3055 Clearview Way,San�Mateo,CA 94402_,�.�888J65.2489 � solarcity.com , � ;� ��. _.-12636260 � . . r � . , . Solar Home ImprovementAgree'ment(SolarLoan),version 4.2.2;February 24,2017 ,' � ' � ' SolarCity Corporation DBA Tesla Energy Contractors License_FL EC13006226 ' . ❑ ❑ Documentgenerated on�4/4/2017 ; ` , `- '�, � i , • � � � Copyright 2008-2015 SolarCity Corporation,All rights Reserved " . , r' � .-l .- ----- - �� ! ` ' � �f ll�l IlI�l�llil11�11�11-I�II IIIII IIIII IIIII IIIII IIII IIII � 2017063160 , � - ❑� �❑ Pertnit No. Parcel ID No ��(��/��'^��'�~'��`��-l O NOTICE OF COMMENCEMENT State of Florida County of Pasco THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes, the following infortnation is provided in lhis Notice of Comme1ncem�e7nt: �l 1 Description of Property Parcel Identification No.1�^l��0�'L� —(��'—��—��d - Street Address: 55zz isth Street 2. General Description of Improvement installation of residential roof mounted solar panels Rcpt:1858443 Rec: 10.00 � D5: 0.00 IT: 0.00 3. Owner Information or Lessee infortnation if the Lessee cantracted for the improvement: 0��27�201.� K. M. , �pty C 1 erk Brian E.Connelly - Name 5522 18th Street Zephyrhills FL Address City State InterestinPrope�ty: � pqULA S 0'�dEIL,Ph D PASCO CLERK & COMPTROLLEF Name of Fee Simple Titleholder 0Q�/27/201�] 10:53am 1 of 1 (IfdifferentfromOwnerlistedabove) OR BK ��Z PG 12�� Address City - state a. contractor• SolarCity Name 1227 Commons Court Clermont FL Address City State Contractors Telephone No. (�02)71s-ooea 5. Surety: i Name Address City State I Amount of Bond: $ Telephone No. 6. Lender Name , Address City State Lendet's Telephone No. � 7 Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by SecUon 713.13(1)(a)(7),Florida Statutes: Name ' Add�ess City State � Telephone Number of Designated Person: 8. In addition to himself,the owner designates of_ to receive a copy of the Lienor's Notice as provided in Section 713.13(7)(b),Florida Statutes. Telephone Number oi Person or Entity Designated by Owner• 9. E�iratian date of Notice of Commencement(the e�iration date may not be before the completion of construcGon and final payment to lhe 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 AFTER THE EXPIRATION 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 TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE C.OMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing nolice of commencement and that the facts stated therein are true to the best of knowle Jge and belief. , ^ o�� '� R�co YOLANDA E NEWMAN � �?� � e Notary Pubik-State of florida ignature of Ovmer or Lessee,or Owners or Lessee's Au rized �;oy o�:My Cortim.Expites M�y 29,2018 OfficedDirector/Partner/Manager �''•'ffos:�'•� Commission*FF 127524 Homeowner ��Y��` Slgnatory's TiUe/OffiCe The foregoing instrument was acknowledged before me this�day of� 1 l,20�by as r� (type of authorily,e.g.,officer,Wstee,attomey in fact)for (n e o!pe n behalf wh m in �me e executed). Personally Known OR Produced IdenGfication❑ Nqtary Signatur � -1 � � ) � Type of Identificati�Produced Name(Print) � � h.1 I✓ �� wpdatalbcs/noticecommencement pc053048 i . I 1 t R Version#65.2-TBD ��'� � RU ��SolarCit � a� - �� . N ��, � �aG,.. .. G 2 �. January 29,2017 `� 1�.•��GENa�•.!S�G '� . � = RE: CERTIFICATION LEfTER � • �p,81�r . = _ * : :* ' Project/Job#335006 — � ' * � ' p '• STATE OF �� Project Address: Connelly Residence � 0 •, 5522 18th St � � '•. �` �?�� Zephyrhills, FL 33542 �,�`S,-•�ORIOP•''G�`� . AHJ Zephyrhills City '��is��NA�",�� SC Office Clermont WH Henry DigitallyslgnedbyHenryZhu �DN:cn=HenryZhu, Design Criteria: email=hzhu@solarcity.com, ou=ADOBE(r)-AAiL,c=US, -Applicable Codes= 2014 Florida Building Code (5th Edition),ASCE 7-10,and 2012 NDS Zh u ` "�=5olarCityCorporatlon Date:2017.0129 21:49:59-OB'00' -Risk Category= II ' -Wind Speed = 150 mph,Exposure Category C, Partially/Fully Enclosed Method -Ground/Roof Snow Load = 0 psf - MP3&MP4: 3x4 @ 24"OC, Roof DL= 9.5 psf, Roof LL= 19.5 psf -MP58cMP6: 2x4 @ 24"OC, Roof 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 301. Note: Per IBC 1613.1; Seismic check is not required because Ss =0.08483 < 0.4g and Seismic Design Category(SDC) =A< D To Whom 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 observations 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 on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionalty,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 and/or exceed all requirements set forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/docs submitted for approval. 3055 Clearview Way San PAateo,CA 94402 r(650)638-1028 (688)SOL-CITY F i650)638-1029 solarcity.com al�l::,�.�.T:�•.a>•'s , , , � ••x r.ri ^��aa� - . -_' _ E•' .Gra' aV•_ :-/iGC.:C?bV`. DE:;,r'.. .P. Fl[�15��bi?� -1' :Iti;-r� ntC+ ;.=a?i . �{.Ci.le1.l:: .. _ Ca�.., tl� _ _ t� :.: _ " ,,.t, . _ G. [L-1 taD L 1.!�l:.fl'.''�K' ' .-�1.c.It��3L;;l11.+ -a•.3v� ` ' N 1` "eC:_1�'3!::? . iS1:: ' . .L�A' 'T: _ ;T�� . . �i- � _ _ " " -_�.1 .- � _ 'J':S:i:4�� .1�;�, :30 .1:1s .Nid��','iV�1r� :�i"' sc4�ar.u' - - - �'.b �.F. ii� �.IEt t'!i�- Iu7::._ - ��ifa• _ .t: F`i� _ / � - _ vt�r„ r,..yi'.'�Jr.^ .fit� ' �-0r;.S'i�nC . _�._ -c1L-, -:c. 1��9 � . ..- . . ..� ._�1 nt>' .,-Ll �NI� _ �t.ad.' ,_ ' .Ll: .. : - - ':38 - _ _" -_ �41��,,.. n�::� :.�+ _ Y .nr�iv.< �r,r.tl..�<t��r.tonf�;rJ::.f�>t.�r.,�y��nun;,..C:�if•„- ' .C,t.,..i. - .� ,itu.�n...��nL..� - n<.:V,,n �^�... rra;:: tnOr.r,.�.�� .-u,i .r.h__._+^I .n.La��n.,�;l+ .ti.<.,-i�':I: i. �._.. .�i .r__.._�.r n_...:. ..__ . ' _- r....,.��t..•�•,; ""'_'.a !�L.�._e� r..e ..c� C J ',��,�a,4 � � Version#65.2-TBD � �"SO�af Clt � RU �ra e`1 � t 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 MP38cMP4 72" 24" 39" NA Staggered 69.3% MP5&MP6 72" 24" 39" NA Staggered 69.2% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP38cMP4 48" 20" 64" NA Sta ered 75.8% MP58cMP6 48" 20" 64" NA Staggered 75.7% Structure Mounting Plane Framing ualification Results iype Spacing Pitch Member Evaluation Resuits MP3&MP4 Stick Frame 24"O.C. 21° Member Analysis OK w/Upgrades as Specified in Plans MP5&MP6 Pre-Fab Truss 24"O.C. 17° Member Im act Check OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on s(te.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearvieav Way San Mateo,CA 44CO2 *t650)638-1028 (B88)SOL-CITY v(650)63E-1029 solarcity.com .L�3u:, °Ii-�R3],.i hi:•t,'.1.: ^ .'_,9> "' w. ,is::.i r =:0 F�l.t.r:��. :'.dN"•a• .i�iC �.�}�. _Gc t�.^7�� . =t__' " .il'�.1_ �-li. "'tCJd?:/ -itieNe tACri�r 1_,U�?.:L�1roi� I:C'lt�l.'- t:-tr?,G! i�S[!. � - ' :EUr' '- .h1r.�Er]fl ' rh��:��'��;'et�;rt77!.') i'ti,t,,e'J-�'�'�t; •IEL`� G'�L&470si�ii. .:i.�}=,:n'I�G3 C� +C GnJ':;t: tr ��11?�l�a �P:: - �E'.E"�' ' �T"c"r C � .- _ _ _' c;C'._�_P'� ' :<-a>7• - - :., . :,]�- �.a- � :-�.r�C�. ' ' ' _ '" , i . .� .- ;i-.�� ,�., , . � ~il' I�', r , _ S:�i•�a i;l� - •�lv' „ . r f ,,. 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STRUCTURE ANALYSIS - LOADING SUMMARY AND NIEMBER CHECK- MP3&MP4 f ' Member Properties Summary MP3&MP4 Horizontal Member S ans U raded Rafter Pro erties Overhan 2.16 ft Net W 3.00" Roof stem Pro erties S an 1 11.40 ft 'E uiv 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 10.50 Re-Roof No Span 4 S5c(in.^3) 6.12 PI ood Sheathin Yes S an 5 ix in^4 10.72 Board Sheathing Solid-Sheathing Total Rake S an 14.52 ft TL Defl'n Limit 120 Vaulted Ceilin No. PV 1.Start 0.33 ft Wood S ecies SPF Ceilin Finish 1/2"Gypsum Board PV 1 End 12.75 ft Wood Grade #2 Rafter Slo e 21° 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(psi 1,400,000 Bot Lat Bracin At Su orts PV 3 End E-min si 510 000 Member Loading Summary Roof Pitch 5 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 9.5 psf x 1.07 10.2 psf 10.2 psf PV Dead Load PV-DL 3.0� sF x 1.07 3.2 sf Roof Live Load RLL 20.0 sf x 0.98 19.5 sf Live/Snow Load LL SLl,Z� Total Load Governin LC TL 10.2 sf 13.4 sf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Fgure 7-2] 2. pf=0.7(Ce)(C�(IS)p9; Ce=0.9,C2=1.1,I5=1.0 Member Design Summary(per NDS) Govemin Load Comb CD CL + CL - CF Cr D 0.9 1.00 0.99 1.5 1.15 Member Anal sis Results Summary Governin Anal sis Max Moment @ Location Ca aci DCR Result + Bendin Stress si 792 8.1 ft 1 358 0.58 Pass , � ZEP HARDWARE DESIGN CALCULATIONS - MP3&MP4__ .. Mountin Plane Information Roofin Material Comp Roof ' Roof Slope --_- --- __-- -_-- _ - Zi° - - - - -- -- -_-_.___ _____ __,___----- ----._ _ _- - ---- --. .�._.__._�-.- ____ .�----,--- Rafter S acin 24"O.C. � ' Freming Type/Direction _ _ __ _ _ __ __ ._ ,_ .__ Y-Y Rafters _ ----- --�-- -- ------ -- -- - -- -- - ----- ---- - -- •------ -- - - -_�_ "--`-- SolarCi SleekMountT"' ` PV System TYPe___ ------------ ---- - -�--- - - -- ----__.. ___------ty---- -- - --- - --------- -�-- --- ---- - ---- - Zep System_Type _. _ __.___�_ _ __ ZS Comp � _-_.- __ --_ - - --- --- -- -- - -- - ---- - --- --- ---� __ __ ____._-- - -- - Standoff Attachment Hardware Comp Mount Tvpe C Spanning Vents ,_. __ ._ ---_-- _.____-_ --- --. _ ._ ---- �- ---_.._ _. . _.__ �.. ___°--____ .,._ _- ---- ----- ------ - --- Wind Desi n Criteria Wind Design Code IBC 2012 ASCE 7-10 ___ __ __ _ __ _ __ _ --- --- - - - ----- --- -- --- ---;- --- -- Wind Design Method_y_______ _. __ _ ____ _ _ .___..___ _ �_ __y_� _Partially/Fully Enclosed Method _. -_ _ _._..-- - --- -- -- -- - Ultimate Wind Speed_._ ,_ _ _ _ ____V�UIt _ _ _ __ _ __ _ ,_150 mph __ _ Fig. 1609A_ Exposure Catego._ry--- - --- ------ - -.- -- _- --- -- -____,_._---- --. � - -- �- --- - --- -- - Section 26,7, - -- ----- Roof Style__ _ __ __. .__ _ Gable Roof Flg.30.4-2A/B/GSA/B - - --- - -- - - - -- -------� ----�--- -- -- ---- - --- -- -- -- -- -- --- --- --- - - -- Mean Roof Hei ht h~ � 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure _,_ .__,_, _ _ _ .___ KZ 0.95 Table 30.3-1 ._ _ __,._-- ------- ......_._ __.._ _ ___._ ____ __._-.----- --_. .._.__ Topographic Factor,_ _ .___________ _____ _ Krt,. 1.00 �� Section 26.8 - - --- _ ._---- - - - .<_ ..__ __---- ---- - ---- ---- -- - --- �.__ ._ _.__e______..__�--.- Wind Directionality Factor__ 0.85 Sedion 26.6-1 ___ _ . _ . _ a ......_._. . _ .� � ---- � - - -d---- -- ---�_ .�. _NA - --• - - - - -__ _------ ---------- --- Im rtance Factor I Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2) Equation 30.3-i 46.3 psf Wind Pressure Ext. Pressure Coefficient U GC U -0.88 Flg.30.4-2A/B/GSA/B Ext. Pressure Coefficient Down GC Down 0.45 , Flg.30.4-2A/B/GSA/B Desi n Wind Pressure p=qh(GCp) E uation 30.4-1 Wind Pressure U „ -40.5 psf Wind Pressure Down 20•9 P� ALLOWABLE STANDOFF SPACINGS _ � _ _ _ _ _ ' X-Direction Y-Direction Max Allowable Standoff Spacing_ __ _Landscape __ _ _ _ _ 7Z° _ ___ 39�� _.__ _ _- - - - -- - -- - -- - -_ . Max_Allowable Cantileyer ---._.- - -_ - --La_ndscape._._ _ ..-•-.--- --- -- �. -.24��- --___.� . _ - -- � ,__ �--_-- -NA-�._.__ Standoff Confi uration Landsca e Staggered Max Standoff.Tributary Area _--.--___.� _____�Trib . _ _ -_._ -_--- --. -_-__ .,20.sf_- -_---..___ -- - - -......._ - -------- - -�- -- PV Assembly Dead Load _ -- _.. ._ _ _ W�P�_. __- --- ---.. _ _._. ._ .3.0 psf - -- - _ _ ---- - ------ -�-_ --- -- - Net_Wind_Uplift at Standoff..__ ,__,.,_.___ _ T-actual . _ _ __ ___ __ _ __._. ,��?Ibs _ - _ -- ---- - __ _� _ _ _ _ a . __ Uplift Capacity of Standoff _ __ _ „ .T-allow __ _ 637 Ibs - -- ---- --- _ _ _ ---- -�..-- ---- - -_ _ . . .- - ---. �_ __ ___ Standoff Demand Ca ac' DCR 69.3% X-Direction Y-Direction Max Aliowable Standoff Spacing�__. . .____Portrait _ - - --- _._�.. _�_---- ---�-.-_48" _.-..- _ - �_ - --.- _- - _ __��__ _ _ Max Ailowable Cantilever._---._-- ----, ----Portrait � _ -- _ --,--..� :__ _�._._ _,..��. ,?��----.�_�... . _ _._ _ _��_ .._. .- -_ NA-_ �_ . Standoff Confi uration Portrait Staggered MaxStandoffTributaryArea_-_- -__ .�- -- -_Trib - ----- --- -.----- .-- -----_-_21sf __ _ ___.__ _ _ ,__ _ __�__�___�..---- PV Assembiy_Dead Load - _ -_--_ -_- -- _ W-P� 3.0 psF--, --` ____..._ ___ ._ ._ __. ._. _- - - -�-- -- -- - -,-- ---. _ _r____ �___ _ ._.._. Net Wind Uplift at_S_tando_ff_,__ _,_`_ ____ T-actual___ _ __ __ _ _�___ __ __.-483 Ibs„___ ,._.__ ___ _ __ Uplift Capac�y!of Standoff T-allow _ 637 Ibs _ _ _ _ _. _ _ , 6 -- - _. _. _- --___ -- ----- - -- --- ---- - - - -- -- -� -o - -. .. Standoff Demand Ca aci DCR ' 75.8/o 'STRUCTURE ANALYSIS - LOADIIVG SUMMARY AND MEMBER CHECK- MP5&MP6 Member Properties Summary MP5&MP6 Horizontal Member S ans Rafter Pro erties Overhang 2.16 ft Actual W 1.50" Roof stem Pro erties . S an 1 4.68 ft Actual D 3.50" Number of S ans w o Overhan 2 S an 2 5.01 ft Nominal Yes Roofin Material Com Roof S an 3 A in^2 5.25 Re-Roof No Span 4 S5c(in.^3) 3.06 PI ood Sheathin Yes � S an 5 Ix in^4 5.36 Board Sheathin None Total Rake S an 12.39 ft TL Defl'n Limit 120 Vaulted Ceilin , No PV 1 Start 1.25 ft Wood S ecies SPF Ceilin Finish 1/2"�y sum Board PV 1 End 10.92 ft Wood Grade #2 Rafter Slo e � 17° PV 2 Start Fb( si 875 Rafter S acin 24"O.C. PV 2 End Fv(psi 135 Top Lat Bracing - Full PV 3 Start ' E si) 1,400,000 Bot Lat Bracin At Su orts PV 3 End E-min si 510 000 Member Loading Summary Roof Pitch 4 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 7.0 sf x 1.05 7.3 psf 7.3 psf PV Dead Load PV-DL 3.0 sf x 1.05 3.1 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 27.3 sf 10.5 sf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Fgure 7-2] 2. pf=0.7(Ce)(Ct)(IS)p9; Ce=0.9,C,�=1.1,I5=1.0 Member Design Summary(per NDS) Governin Load Comb CD CL + CL - CF Cr D+ Lr 1.25 1.00 0.95 1.5 1.15 Member Analysis Results Summary Governin Anal sis Pre-PV Moment Ib-in Post-PV Moment Net Im act Result Grav' Loadin Check -584 -370 0.63 Pass . , , � ,ZEP HARDWARE DESIGN CALCULATIONS - MP5&MP6 . Mountin Plane Information Roofin Material Comp Roof � Roof Slope__ _ _ 17° � ___ _ _. ..w ___ �__- _.__ _. ._ .�___. _ . _.. . . - - ----- - • - -_. -_- - ----�- -- - ---- - - _ _ --- - --- -- --- __ i Rafter S acin 24"O.C. ' Framing Type/_Direction Y-Y Rafters --- _. _ - -- --- - - - ---- - - - -,_-- -- --_._ =-- - -- -- _ _ ___-�-- -- PV System Type _ __. _ _ , __ �_ ____ _ , .,. _ e SolarCity SleekMount'"^ � - --- - - -- -- - •-- - - - -- -- Zep System Type � _ _ _ _ ZS Comp _ _ _ - - - --_ __ __ _ _ .�_ - - - ---- --- __ .._ _- Standoff Attachment Hardware � Comp Mount Type C � Spanning Vents _ _ _ No Wind Desi n Criteria Wind Design Code.__ IBC 2012 ASCE 7-10 - - _ . . --.__ _ _ ._. _--- -- - -- -- ---- _� _ Wind Design Method_, ___�, .,_ _ _ __,�__ _ _, .__ _� .._ ____Partieliy/Fully Enclosed Method - -- .. _ .. _ _ _..._ ._ Uitimate Wind Speed _ V-Ult _ 150 mph _ Fig. 1609A - -- -- - --- - - - - -- --- - - . ,.- - - - - Exposure_Category _ ._, _ __ _. __C___ __ , __ __ ._ __ _Section_26.7__ . . .. - --- _ � . __. -- --- - Roof Style _ _ __ _ Gable Roof _ Fg.so_4-u,/s/c_5n/s ._ _� -- - - --- - --- - -- - -- - - - �- - --- ___ - - - - - - - - -- Mean Roof Hei ht h 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure _ _ _ _ KZ 0.95 _ _ Table 30.3-1__ �. _ __ ___._._._ _ - - - - -... - -- - - - - Topographic Factor_, _ _ _ _ . Krt, _ _ 1.00 _ _ Section 26.8 Wind Directionality Factor _ _ ICd __ _ . _ _ _ 0.85 _ _ _ Section 26.6-1 Im ortance Factor � I NA � v Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2) Equation 30.3-1 46.3 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.30.4-2A/B/C-5A/B Desi n Wind Pressure p= qh(GCp) E uation 30.4-1 Wind Pressure U p„ -40.5 psf Wind Pressure Down Z�.9 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing_ _ Landscape _ _ _ 72" _ 39" _ ---- -- -- - _ _ __ ._�._ ._ _ _.. -- - - _ __ . . . - - - - - - Max Allowable�ntilever ___ _ _,_._ _ Landscape__ ._ __ ____ _24" NA __ _ Standoff Confi uration Landscape Staggered Max Standoff Tributary Area _ , _ __ _Trib, __ ,,_ : . ._ _ _ 20 sf_ - - - --- - - - - - -- - - -- PV Assembly Dead Load W-PV 3.0 psf ._ _- - - -- - -- � - - --- - -- - - - -•- --- - - - - - Net Wind_Uplift_at Standoff __ . _, _ T-actual _ _,__ . _ .. _ _ -441.Ibs � Uplift Capacity of Standoff T-allow 637 Ibs . _ _ - - - - -- - -- -- -- - - -- - - --- - - - ---__ - - --- - - - o-- - --- - - - -- - ---- - — Standoff Demand Ca aci DCR 69.2/o X-Direction Y-Direction Max Allowable Standoff Spacing _ __ Portrait__ 48" _ _ ___ 64" ----- --- -- ----__ __-- - - -- _ . __ ._ . . _ - - - - - - - - - Max Allowable Cantileyer_ __ , _ __Portrait __. _ , ---.--,- -- -- .. . 20"-_ -- -- - - -- -- „- ,-_ - --_ NA _, _ _ Standoff Confi uration Portrait Staggered Max Standoff Tributary_Area._.___ _ __ _,_Trib_ __ ,_ _ .. ___ _ _ . _ _ _ 21 sf__ _ .. - -- - - - - - - - -- -- PV Assembly Dead_Load W-PV _ 3.0 psf � - --- - _ -- - <- - - ._ - - -- -- NetaWind Uplift at Standoff_ ._ ._ _._. T-actual __ _ _ �� _� , _, -482.Ibs � � -- - - - - _ _ . ._ -- - _. ___ Uplift Capacity of Standoff T-allow 637 Ibs --- -- •-- - - -- -. _._ _ -- - - - -- - � - - - - - - - - -- ... - - -�-- .- Standoff Demand Ca aci DCR 75.7%