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HomeMy WebLinkAbout21-1308 0 0 City of Zephyrhills PERMIT NUMBER X`L ` a• - 5335 Eighth Street Zephyrhills, FL 33542 ELCMISC-001308-2021 Phone: (813)780-0020 i% Fax: (813)780-0021 Issue Date: 01/15/2021 Permit Type: Electric Service Replacement/Misc Prope�rty Number Street Address 12 26 21 0260 01600 1040 39155 11 Th Avenue Owner Informmation Permit Information Contractor Information Name: JORGE&DAISY OLIVERA Permit Type:Electric Service Replacement/M Contractor: UNICITY SOLAR ENERGY Class of Work:Add/Alter Residential LLC Address: 39155 11Th Avenue Building Valuation:$0.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$39,747.05 Phone: (813)862-6204 Mechanical Valuation: Plumbing Valuation: y Total Valuation:$39,747.05 Total Fees:$358.11 Amount Paid:$358.11 Date Paid:1/15/2021 1:26:11PM I:roject Description INSTALLATION ROOF MOUNT SOLAR SYSTEM Application Fees Electrical Plan Review Fee $119.37 Electrical Permit Fee $238.74 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 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 permit 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 add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PE IT OFFICE - PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION— CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting 727 637 - 1450 aataEzzE aaaEa Owners Name Jorge Olives Owner Phone Number 813 862-6204 Owner's Address 39155 11th Ave,Ze h rhills,FL 33542 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 39155 11th Ave,Zeph rhills,FL 33542 LOT# SUBDIVISION PARCEL ID# 12-26-21-0260-01600-1040 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR e ADD/ALT 0 SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE d SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK RESIDENTIAL ROOF MOUNTED SOLAR PV SYSTEM BUILDING SIZE I I SO FOOTAGE HEIGHT =BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $39,747.05 AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License# ELECTRICIAN COMPANY UNICITY SOLAR ENERGY,LLC SIGNATURE 9. REGISTERED Y N FEE CURREN I Y/N Address 612 FLORIDA AVE,PALM HARBOR,FL 34683 License# I EC13008698 PLUMBER COMPANY SIGNATURE REGISTERED Y/N I FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN Y/N Address License# !!!!!!!!!t RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Farms;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&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 construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. -PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice 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"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 Divisiort—Licensing Section at 727-847-8009. Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy'or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,1 cerffy 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 permitfing conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid 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 PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER 0 ORNEY BEFORE RECORDING YOUR NOTICE MMENCEMENT, FLORIDA JURAT(F.S.117.03) OWNER OR AGENT qP_:1%?_ CONTRACTOR ..r s WA nd swom to o affign of re a this S c'be an befod swom to(or rme ) me his by by ho We a personally k to me or h a e duced Wh a personally kno o e rhas1haVbproduceZ as identification. as identification. >� Notary Public Notary Public Co m' ion No Co ion No. ame of Notary typed,printed or stamped Name of Notary typed,print or stamped JORDAN KUJAT JORDAN KUJAT Notary Public,State of Florida Notary Public,State of Florida My Comm.Expires Jun.26,2023 My Comm.Expires Jun.26,2023 No.GG 348789 No.GG 348789 INSTR#2020211740 OR BK 10236 PG 81 2 Page 1 of 1 12/14/2020 11:03 AM Rcpt:2237362 Rec:10.00 DS:0.00 IT:0.00 Nikki AlvarezSowles,Esq., Pasco County Clerk&Comptroller PREPARED BY:LINICITY SOLAR ENERGY LLC 612 FLORIDA AVE.PALM HARBOR,FL 34683 Permit Number Parcel ID Number 12-26-21-0260-01600-1040 NOTICE. OF COMMENCEMENT State of Florida , V . County of :._ -O .C,:.. T .., THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT. 1.Description of property(legal description): COLONY HEIGHTS UNREC PLAT LOT 104 DESC AS SOUTH 72.41 FT OF NORTH 709.21... a)Street(job)Address: 5q 15-5 if To M,--; r WS i, B_7Lr- 2.General description of improvements: INSTALL SOLAR PV SYSTtM 3.Owner Information or Lessee information if the Lessee contracted for the improvement: a)Name and address: JOYA'(, a I1V{�l-�l _6C1155 11th AW, 7ZVh1AVK111S, EL 'b2S U 2. b)Name and address of fee sit ple titleholder(if different than Owner listed above) N/A c)Interest in property: 100% 4.Contractor Information a)Name and address: DANIEL YATES-UNICrrY SOLAR ENERGY LLC-612 Florida Ave Palm Harbor,FL 34693 b)Telephone No.: 727-945-6060 Fax No.:(optional) N/A 5.Surety(if applicable,a copy of the payment bond is attached) a)Name and address: N/A b)Telephone No.: c)Amount of Bond: $ 6.Lender a)Name and address: N/A b)Telephone No.: 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: a)Name and address: N/A b)Telephone No.: Fax No.:(optional) 8.a.ln addition to himself or herself,Owner designates NIA Of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. b)Phone Number of Person or entity designated by Owner: 9.Expiration date of notice of commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be 1 year from the date of recording unless a different date is specified): ,20 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 I,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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that 1 have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. (Signatur6of Owner or Lessee,or Owners or Lessee's(Authorized Officer/Director/Partner/Manager) _' 'nt Ndme and Provide Signatory's Title/office) The foregoing instrument was acknowledged before me this 3y day of Woytm 20 20 by L CAW-f-M as f�_������_�X (type of authority,e.g.officer,trustee,attorney in fad) for ,-01 as l d�l LA-)IN k (Name of Person) (type of authority....e.g.officer,trustee,attorney in fact) for 1 n j f ,'::,4ou- (name of party on behalf of whom instrument was executed). Personally Known ❑ Produced ID ❑✓ Type of Notary Signature ► ., KRIS71N DEMETER Print name MY COMMISSION#HH 053166 EXPIRES:October 13,2024 Bonded Thru Notary Public Umem tors Address:. 3915511th Ave Zephyrhills;FL 33542 System Size: • 12.91 kW V nicity Panel Qty: Solar Energy 41 Site Assessment 16.0 ft 16.0 ft Inn IIMIM ' cta - ]IM0'r 0 , 13.4 ft- n 9.6 ft- 0 4 13.3 ft 24.3 4- 'sib co N 16.Oft 16.0 ft 9:6ft= 4 X Meter FOCI',Panel INT X Combiner and Disconnect r •- 4 1 1 1 1 ni V k� ,/ , x a .. Ii1I11V9A . A-A-A-- !� ♦ c � f *i F� i' I A Ay' Wq C ( jinkosolar.us • sQi fink® __ Building Your Trust in Solar Eagle 60M G2 ------- - ®®®®. . • ----- • .. ■ENEM Positive power • - • - of MENNEN _ I I KEY FEATURES tn, Diamond Cell Technology IIII'I Uniquely designed high performance 5 busbar mono PERC cell ..■�� PID FREE �■•� r�o.rarE Reinforced cell prevents potential induced degradation �■■■•� �' Better Low-Light Performance �owusxr Excellent performance in low-light environments �■■� +aar Strength and Durability s o� Certified for high snow(5400Pal and wind(2400 Pal loads ■�� ®' Weather Resistance �1 aEs,su„r MAW for salt mist and ammonia resistance • ISO9001:2008 Quality Standards • IS014001:2004 Environmental Standards LINEAR PERFORMANCE WARRANTY • OHSAS18001 Occupational Health&Safety Standards • IEC61215,IEC61730 certified products 10 Year Product Warranty • 25 Year Linear Power Warranty • UL1703 certified products Nomenclature: m 100% Linear performance warranty JKM325M- 606E 97% qa Standard performance waranty Code Backsheet T Code CellOcm artronQl V°l ue MOm jfnko null White null Normal 90% Solar, B Black L Diamond uy m U A m ®L us ® G�� 0 80.2% i LISTED CEo years t s 12 as 1oo2±a�,�ratt H±o.Smn L ±2mm1]>'.4eT Current-Voltage&Power-Voltage Temperature Dependence ¢i Curves(310W) of lsc,Voc,Pmax I _ / 66 1 12 35o it too S 3w ry 3 to E 12a i e 6 2W Isc 6 m w gU tso' c—cF max lJ4 — 100� t� W11111111,11111ET, 2 � 040 0 0 T6 o 5 111 15 w 25 30 35 40 Front Side Back -w -zs o 25 so 75 100 Voltage(V) Cell TemperaturePn Mechanical Characteristics m I a !Cell Type Mono PERC Diamond Cell(158.75 x 158.75 mm) 1.-._---- — --- - -- ----- -- - -- _.-_- 4 No,of cells 60(6x10) IDlmenslons 1665x1002x3Smm(65.55x39ASx1.38 inch) a-� Weight 19.0kg(41.91bs) -- ------ --. Front Glass -- 3.2mm,Anti-R_eflecllk Wtoeting ti -______-___High Transmission,_Low Iron,Tempered Glass-_.! ° ° ° ° ° Frame Anodized Aluminium Alloy (Two pallets=One stack) P Junction Box IP67 Rated 1300cs/pal let,60pcs/stack 840pcs/40'HQ Container { Output Cables 12 AWG,Length 1000mm(39.37 in)or Customized Length Fire Type. T e1 - -yP- - ........ Module Type JKM305M-60L JKM310M-60L JKM315M-60L JKM320M-60L JKM325M-60L STC NOCr STC NOCT STC NOCr STC NOCT STC NOCr Maximum Power(Pmax) 305Wp 227Wp 310Wp 231Wp 315Wp 235Wp 320Wp 239Wp 325Wp 242Wp Maximum Power Voltage(Vmp) 32.BV 30.8V 33.OV 31.OV 33.2V 31.2V 33AV 31 AV 33.6V 31.6V Maximum Power Current(Imp) 9.30A 7.40A 9.40A 7.49A 9.49A 7.56A 9.59A 7.62A 9.68A 7.66A Open-circuit Voltage(Voc) 40.3V 37.2V 40.5V 37.4V 40.7V 37.6V 40.9V 37.8V 41.1V 38.OV Short-circuit Current(Isc) 9.83A 8.12A 9.92A 8.20A 10.04A 8.33A 10.15A 8.44A 10.20A 8.54A - - - -- - -- ------- Module Efficiency STC(%) 18.28% 18.58% 18.88% 19.18% 19.48% Operating Temperature(°C) A0°C-+85°C Maximum System Voltage _ 1000VDC(UQ11000VDC(IEC) Maximum Series Fuse Rating 20A Power Tolerance Temperature Coefficients of Pmax -0.37%I°C ,Temperature-Coefficients of Voc 0.28%/"C Temperature Coefficients of Isc 0.048%/°C Nominal Operating Cell Temperature.(NOCT) 45±2°C - STC:A:Irradiance 1000W/m2 Z Cell Temperature 25°C AM=1.5 NOCT: cIrradiance 800W/mz Z Ambient Temperature 20°C AM=1.5 =i Wind Speed 1m/s * Power measurement tolerance:±3% CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. ©Jinko Solar Co., Ltd.All rights reserved. Specifications included in this datasheet are subject to change without notice. JKM305-325M-60L-A1-US Data Sheet Enphase Microinverters Region:AMERICAS Enphase The high-powered smart grid-ready Enphase IQ 7 Micro'"" and Enphase IQ 7+ Micros" Q 7 and IQ 7+ dramatically simplify the installation process while achieving the highest system efficiency. Microinverters Part of the Enphase IQ System,the IQ 7 and IQ 7+ Microinverters integrate with the Enphase IQ Envoy", Enphase IQ Battery', and the Enphase Enlighten TM monitoring and analysis software. IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power-on testing, enabling Enphase to provide an industry-leading warranty of up to 25 years. Easy to Install • Lightweight and simple Faster installation with improved,lighter two-wire cabling Built-in rapid shutdown compliant(NEC 2014&2017) Productive and Reliable • Optimized for high powered 60-cell and 72-cell*modules • More than a million hours of testing low" • Class II double-insulated enclosure • UL listed m Smart Grid Ready • Complies with advanced grid support,voltage and frequency ride-through requirements -.. Remotely updates to respond to changing grid requirements • Configurable for varying grid profiles • Meets CA Rule 21 (UL 1741-SA) *The IQ 7+Micro is required to support 72-cell modules. To learn more about Enphase offerings,visit enphase.com � EN PHAS E. Enphase IQ 7 and IQ 7+ Microinverters INPUT DATA(DC) IQ7-60-2-US IQ7PLUS-72-2-US Commonly used module pairings_' 235 W-350 W+ 235 W-440 W+ Module compatibility 60-cell PV modules only 60-cell and 72-cell PV modules Maximum input DC voltage 48 V 60 V Peak powertracking voltage 27 V 37 V 27 V 45 V Operating range 16 V-48 V 16 V-60 V Min/Max start voltage 22 V/48 V 22 V/60 V Max DC short circuit current(mod_u_le Ise)_ 15 A 15 A Overvoltage class DC port II II ----- - --- - -- ---- - - -- - , DC port backfeed current 0 A 0 A PV array configuration 1 x 1 ungrounded array;No additional DC side protection required; AC side protection requires max 20A per branch circuit OUTPUT DATA(AC) IQ 7 Microinverter IQ 7+Microinverter _Peak output power 250 VA 295 VA Maximum continuous output power 240 VA 290 VA Nominal(L-L)voltage/range2 240 V/ 208 V/ 240 V/ 208 V/ 211-264 V 183-229 V 211-264 V 183-229 V Maximum continuous output current 1.0 A(240 V) 1.15 A(208 V) 1.21 A(240 V) 1.39 A(208 V) Nominal frequency 60 Hz 60 Hz Extended frequency range 47-68 Hz 47-68 Hz AC short circuit fault current over 3 -cycles- 5.8 Arms 5.8 Arms Maximum units per 20 A(L-L)branch circuit' 16(240 VAC) 13(208 VAC) 13(240 VAC) 11 (208 VAC) _Overvoltage class AC port III I I I AC port backfeed current 18 mA 18 mA Power factor setting 1.0 1.0 Power factor(adjustable) 0.85 leading...0.85 lagging 0.85 leading...0.85 lagging EFFICIENCY @240 V @208 V @240 V @208 V Peak efficiency 97.6% 97.6% 97.5% 97.3% CEC weighted efficiency 97.0% 97.0% 97.0% 97.0% MECHANICAL DATA Ambient temperature range -400C to+65°C Relative humidity range 4%to 100%(condensing) Connectortype MC4(or Amphenol H4 UTX with additional Q-DCC-5 adapter) Dimensions(HxWxD) 212 mm x 175 mm x 30.2 mm(without bracket) Weight 1.08 kg(2.38 Ibs) Cooling Natural convection-No fans Approved for wet locations Yes Pollution degree PD3 Enclosure Class II double-insulated,corrosion resistant polymeric enclosure Environmental category/UV exposure rating NEMA Type 6/outdoor FEATURES Communication Power Line Communication(PLC) Monitoring Enlighten Manager and MyEnlighten monitoring options. Both options require installation of an Enphase IQ Envoy. Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load-break disconnect required by NEC 690. Compliance CA Rule 21 (UL 1741-SA) UL 62109-1,UL1741/IEEE1547,FCC Part 15 Class B, ICES-0003 Class B, CAN/CSA-C22.2 NO.107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC-2014 and NEC-2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems,for AC and DC conductors,when installed according manufacturer's instructions. 1.No enforced DC/AC ratio-See the compatibility calculator at httos•//enphase com/en-us/support/module-compatibility. 2.Nominal voltage range can be extended beyond nominal if required by the utility. 3.Limits may vary.Refer to local requirements to define the number of microinverters per branch in your area. To learn more about Enphase offerings,visit enphase.com u E N P H AS E. 2020 Enphase Energy.All rights reserved.Enphase,the Enphase logo,Enphase IQ 7,Enphase IQ 7+,Enphase IQ Battery, Enphase Enlighten,Enphase IQ Envoy,and other trademarks or service names are the trademarks of Enphase Energy,Inc.Data subject to change.2020-01-06 Digitally signed by Chad E ChadE Widup Widup Date:2020.12.03 19:22:00-05'00' This item has been digitally signed and seals 39155 11th Ave Zephyrhills, FL 33542 °�NP..E•. (jA, ' by Chad Wdup,PE on Dec 03,2020 using a :.��c naF., Digital Signature. 12.91 kW Photovoltaic System Electrical Dia ram =*' "°.60382 . * Chad Widup,P.E. ND.60302 dy (41) Jinko Eagle PERC BLK R15w Mod IIPs with Enphase IQ7 Mi _rninverters = ,... STATE OF 39905 Grays Airport Road ,'�•, La Lake,FL 32159 „�y0NAIE�``' Printed copies of this document are not — considered signed and sealed and the SHA 200A Optional i authentication code must be verified on any Panelboard with grounding for JKM - Jinko Eagle PERC electronic copies. 150A Main load side 315 L 1-16 BLK 315w connection Enphase Trunk 11L min 1 I max 16 per string �! Line "Q Cable" Enphase IQ7 Enphase IQ7_Mcroinverters Peak Output Power: 250 VA Microinverter • • O Max Continuous Power: 240 VA 315 _. 1-16 Nominal Voltage (V) 240 Jinko Eagle PERC BLK Nominal Output Current(A) 1.0 315w Module Specifications 10 (3)#6 AWG THHN/ �� Module Factory Max. Input DC Voltage: 48 VDC Pmax: 315 Wp 150A THWN-2 1-R, 1-B, 1-W DC leads Max Module ISC: 15 A Voc: 40.70 V (1) #10 AWG THHN/ MPPT Range: 27-37 VDC V Vmpp: 33.20 V j 0 _ THWN-2 1-G JKM Max. Branch Circuit OCPD: 20 A V Isc: 10.04 A I j 3 = 14 EMT, LFNC, FMC, or PVC 31s1"-'-] ] 1-16 Max Units per 20 A: 16 Impp: 10.04 A . O Notes: All work to meet or exceed NEC 2014 60A 240V"Service Equipment O Junction xto be located within array-boundarv�•.Junction box must be mi nimum\taea3R LPL listed Rated" PV Disconnect with enclosure.Free air conductors must be installed in raceway ifread�*accessible as per 690.31(A). i 60A Fuses f�Znphase "Q Cable"Trunk Line With (3)Circuits of Label: "On-Site Utility Generation L1 and L2 and #8 AWG Bare Copper The minimum Volume of the Nenia3R enclosure for the transition of PV w to Td 'N`shalt be 48cnbie Disconnect Switch" CO inches.He.-co 5-wire Masthead gland seals or similar connector are required as strain relief ford?' —ire into Nema3R junction box at array. iN I N I a 4 (3)#6 AWG THHN I O O Supply side connection option available via 705.12(A)using parallel line taps in N.ema3Rbox(as required). � ' b 5 THWN-2 1-W,1-B,1-R Nema3R issingt4SIWCS4002,Ii 1PC-1`CU-1 co -L.or Connector or de approved J Box equivalent. 200A j 6 (1) #10 AWG THHN/ Meter THWN 1-G O PV- service disconnecting means forsupply side connection must bare neutraVECG bond within and must EMT, FMC, LFNC, or (7)#10 AWG THHN/THWN-2 I be listed as 'suitable for use as serve equipment."230.66 PVC I 3-B, 3-R, 1-G O The fuses in the service rated disconnect for the"supply side"'connection.must be rated to handle the 13 j EMT, FMC, LFNC, or PVC maximum short-circuit- current available at the supply-terminals 110,9,110.10 20A/2 s 0 Over-current protection for the supply side connected conductors shall be located within 10 feet of the connection to the service 70531 20Al2 O Grounding Electrode Conductor for load side connection or line side connection made to conform with 250.24(D),specified as per 250.64,and sized per 250.66 20A/2 OLoad side connection available via 705.12(D)with PV breaker inject or load side taps.PV breaker inject must be on opposite end of bus from the maim supplybreaker 705>12(DX7) i O "PV inputDa not relocate the OCPD"label required adjacent to back-fed breaker of load side connection option is used 705.12(DX7) 10 The following label is required on meter can and main panelboard"Service is fed from dual power sources; I tiny and Photo-voltaic system?' 60AMP 240 Volt 2 Pole 11 Bonding of module to rail and module aceompitshed throughX%`EEB washers or self grounding mid-clamps PV AC Combiner Panel IAC •P Disconnect Label: PV AC Combiner Panel Label: Label: "PV AC Combiner ( V) O Operating Volta e. 240V �2 Total voltage drop 94 for an circuits is 1_S2 S.Voltage drop should be kept below 2% to avoid Inverter Operating Voltage: 240V p g g O shutdown and production loss due toAC voltage rise Panel, Do not Add any Operating Current: 60.OA I Operating Current: 60 A other loads" 13 Grounded conductor routed with ungrounded conductors to P 'service disconnecting means as per _50.21(C) 14 i;nspliced main bonding jumpers nithm"Service Equipment Rated"PV disconnect as per 250.23 INSTALLATION OF MODULES SHALL BE LOCATED IN ROOF WIND ZONE I AND 2. WIND ZONE -SS SERRATED 1-BOLT PHOTOVOLTAIC MODULE GENERAL NOTES: 3REQUIRESSITESPECIFICSTRUCTURALENGINEERSAPPROVAL. _ neerillo�/ 55 SERRATED FLANGENIJT i Engineering 1. APPLICABLE CODE: 2017 FLORIDA BUILDING CODE 6th ED.&ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES. 3 ( } _ 4`TYP. 3 L-FOOT WITH GROMMET 4.000 2. BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2017 FLORIDA BUILDING DESIGNED TO PERMIT'INE CODE(6TH EDITION)REQUIREMENTS. ALL BOLT CAPACITIES ARE BASED ON A SOUTHER TT W5116 x a^MS LAG BOLT CASTILLO ENGINEERING YELLOW PINE(SYP)RESIDENTIAL WOOD ROOF TRUSS AS EMBEDMENT MATERIAL. ~44 W/SS EM BONDED WASHER 3. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIDENTIAL GABLE END BUILDING HIP END BUILDING 1//' P SERVICES,LLC ROOFS,CONSIDERING FROM A 7"TO A MAXIMUM 27"(2/12 TO A MAXIMUM 6/12 PITCH)ROOF ROOF WIND AREA I ROOF fir 2.375 coO 2 RE), 2.937 IN SCHEDULE. ALL RESIDENTIAL ROOFS SHALL NOT EXCEED 3O'-O"MEAN ROOF HEIGHT. WIND AREA ZONES 1 2 1 fdD.37 ZONES fi20 N.WYMORE RD,STE 250, 4. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511,AND IS THE D.58z MAITLAND,FL 32751 RESPONSIBILITY OF THE CONTRACTOR TO FILL ALL HOLES. e"FLASHINGTEL:.CA 209.2575 5. THIS SHEET REFLECTS STRUCTURAL CONNECTIONS ONLY. REFER TO MANUFACTURERS ERMOCRATES E.casriLLo-FL FE szseo MANUALS FOR ALL ARCHITECTURAL.MECHANICAL,ELECTRICAL,AND SOLAR SPECS. 6. ALL ALUMINUM COMPONENTS SHALL BE ANODIZED ALUMINUM 6105-T5 UNLESS 2 2 COPYRIGHTED BY OTHERWISE NOTED. I --z.oaoo-- FCASTILLO ENGINEERING 7. LAG BOLTS SHALL BE ASTM A276 STAINLESS STEEL UNLESS OTHERWISE NOTED. 3 2 2 - SERVICES,LLC S. ALL 39"X 65"PV MODULES MAY BE INSTALLED PER THIS STRUCTURAL CONNECTION DRAWING. 9. UNIRAC RACKING,PCM ATTACHMENTS,AND MODULES SHALL BE INSTALLED PER REVISIONS MANUFACTURERS INSTRUCTIONS. 10. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED 2 iz° DESCRIPTION DATE REV PER 2017 FLORIDA BUILDING CODE(6TH ED)OR LOCAL GOVERNING CODE. i r�^ r . _ _ ULTIMATE WIND EXPOSURE B WIND EXPOSURE C WIND EXPOSURE D EMBED. WIND MAX SPAN, MAX SPAN, MAX SPAN, DEPTH 3 2 _2 _ _. SPEED MAX CANTILEVER MAX CANTILEVER MAX CANTILEVER REQ. CONCRETE TILE OR 2 f 3.00,5.00,OR 7.00 Vw(MPH) "i" PROJECT INSTALLER COMPOSITION 110 6'-0"O.C.,V-4"CTLVR 6'-0"O.C.,1'-4"CTLVR SHINGLE ROOF FINISH " .5'° °"°" . - J�� O " CAST�i ' ua"wv w"ea.,,e TYPICAL PHOTOVOLTAIC ARRAY PITCHED ROOF c e•,: ; 120 6'-0"O.C.,1'4"CTLVR 4'-0"O.C.,1'4"CTLVR 4'-0"O.C.,1'4"CTLVR 3"* •$ENS b.PE«tho� LAYOUT—WIND ZONES-SCHEDULE-PLAN ;No.�25S0 y_hire 130 6'-0"O.C.,1'4"CTLVR 4'-O"D.C.,1'4"CTLVR 4'-0"O.C.,1'-4"CTLVR 3"* SCALE: NONE S-01 .wwsmw.m s0.250 re.mew.,wu". 140 4'-0"D.C.,1'-4"CTLVR 4'-0"O.C. 1'-4"CTLVR 4'-0"D.C.,1'-4"CTLVR 3"* 'ssi°NA` V � � #10-16x1/2"ST STL SELF 15O 4'-0"D.C.,1'-4"CTLVR 4'-0"D.C.,1'-4"CTLVR 2'-0"O.C.,1'1}"CTLVR** 3"* TAPPING SCREW TYP 4 '* PLCS PER BEAM SPLICE 12"ALUMINUM INTERNAL SPLICE -4 160 4'-0"D.C.,1'-4"CTLVR 4'-0"O.C.,1'-4"CTLVR 2'-0"O.C.,1'-4"CTLVR 3"* BAR(USE WHEN SPLICE AT PCM FBS-AS L-FOOT .. _ - MID-SPAN W/(4)#10-16X112"ST UNIRAC SM MOUNT L-FOOT Dlgliry` Ined 170 4'-0"O.C.,1'-4"CTLVR 2'-0"O.C.,1'11"CTLVR 2'-0"O.C.,9"CTLVR 3"' o o STL SELF TAPPING SCREWS TYP AND FLASHKIT PRO -SCHEDULE REFLECTS COMPONENTS AND CLADDING(C&C)NOMINAL WIND PRESSURES by E rm oc rates ' WITH EXPOSURE"B"-"C"-"D",RISK CATEGORY II,ENCLOSED BUILDING AND h<60-0"PER ASCE 7-1O'MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES"AND 2017 F.B.C. UNIRAC STANDARD RAIL JJJ _ Castillo ^� q *LAG BOLT DEPTH REQUIRED IN WOOD MEMBER EXCLUDES ANY ROOF DECKING THICKNESS. TYPICAL SOLAR RAIL SEAM SPLICE DETAIL r 2 PHOTOVOLTAIC Date. 2020. 1 2. 1 SCALE: 1-1/2" l'-O" MODULE TYP. 3RD RAIL IS REQUIRED PER ROW OR COLUMN FOR SPECIFIED WIND SPEED AND EXPOSURE. 1 5.2 56IM05 t001 COMPOSITION SHINGLE ROOD t+ (OPT OMITTED FOR CLARITY) > U_ CUT OUT OR REMOVE TILE TO INSTALL"ROOF 3/8"-16 HEX CA ST STL Q- O ATTACHMENT.RE-INSTALL,RE-FILL AND RE-SEAL TILES BOLT AND ST STL SERRATED AFFECTED WITH APPROVED ROOF MATERIALS PHOTOVOLTAIC FLANGIE NUT TYP. L USE ANTI-SEIZE AND TIGHTEN TO MODULE TYP. to O TORQUE PER MANUF.INSTRUCTIONS GROUNDING Z W 3/8"-16 HEX CAP ST STL MID/END CLAMP --_ APPLY A GENEROUS AMOUNT I- H CV BOLT AND ST STL SERRATED OF MIAMI-DADE NOA APPROVED U a In �J� FLANGE NUT TYP. ROOF SEALANT/CEMENT PRIOR UNIRAC I W TO ATTACHMENT INSTALL STANDARD RAIL z M GROUNDING Z O N M MID/END CLAMP COVERING AREA SIMILAR IN O } J - SIZE TO THE ATTACHMENT,FILL UNIRAC t o £ < u- UNIRAC STANDARD RAIL ,- 4 CUT TILE CAVITY COMPLETELY FASHKIT 1 Q S.Y.P.2X4 SPANNER LOCATE PCM FBS-AS -� BETWEEN TRUSSES AND tfi , ='' AND SMOOTH TO TILE CONTOUR FLASHING NAIL WITH 2-16D NAIL 3",5",or 7"L-Foot WOOD ROOF W PATTERN AT EACH END TO ~ = L T WOOD TRUSS , '%/-- TRUSS TYP. V r (1)5/16"ST STL LAG BOLT- O O C) O WOOD ROOF WOOD SEE SCH FOR EMBED M N TRUSS TYP. DEPTH REQUIRED SHEATHING -'a i ' <'SSHEET NAME STRUCTURAL CUT TILE,COMPLETELY ' -'' ' r -� (2)5/16"ST STL LAG BOLT- -�� �=!,FILL CAVITY AND SEE SCH FOR EMBED CONTOUR WITH r r COMPOSITION SHINGLE DETAILS CEMENT l SHEATHING WOOD DEPTH REQ. ATTACHMENT J f �� ROOF FINISH CONNECTION DETAIL _ 5 _y T SCALE: 1-1/2"=1'-0" S-Q� SHEET SIZE FLAT OR BARREL 4"X4"TRUSS SPANNER OR ROOF TILES TYP. ANSI B BLOCKING FOR MISSED TRUSS ATTACHMENT (IF REQUIRED) I CERTIFY THAT THE INSTALLATION OF THE MODULES IS IN COMPLIANCE 11" X 17" CONC TILE CONNECTION DETAIL 4 WITH FBC:BUILDING CHAPTER 16 AND FBC:RESIDENTIAL CHAPTER 3. SHEET NUMBER SCALE: 1-1/2"=1'-0" S-0 BUILDING STRUCTURE WILL SAFELY ACCOMMODATE CALCULATED WIND MISSED TRUSS CONNECTION DETAIL 3 --. LATERAL AND UPLIFT FORCES,AND EQUIPMENT DEAD LOADS. S-0 1 SCALE: 1-112"=1'-0" S-o'I p INSTALLATION OF MODULES SHALL BE LOCATED IN ROOF WIND ZONE 1 AND 2. WIND ZONE SERRATEDT-BOLT PHOTOVOLTAIC MODULE GENERAL NOTES. 3REQUIRESSITESPECIFICSTRUCTURALENGINEERSAPPROVAL. FSS Castillo �1. APPLICABLE CODE: 2017 FLORIDA BUILDING CODE 6th ED.&ASCE 7-10 MINIMUM DESIGN OS SERRATED FLANGE NUT LOADS FOR BUILDING AND OTHER STRUCTURES. l fr1 Engineeringv' 2. BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2017 FLORIDA BUILDING 3 2 2 4'TYP, 3 / L-FOOT WITH GROMMET 4.000 /// �� DESIGNED TO PERMIT- CODE(6TH EDITION)REQUIREMENTS. ALL BOLT CAPACITIES ARE BASED ON A SOUTHER 5/16"x 4"SS LAG BOLT YELLOW PINE(SYP)RESIDENTIAL WOOD ROOF TRUSS AS EMBEDMENT MATERIAL. 5/W SS EFDM BONDED WASHER CASTILLO ENGINEERING 3. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIDENTIAL GABLE END BUILDING HIP END BUILDING I , SERVICES,LLC ROOFS,CONSIDERING FROM A 7"TO A MAXIMUM 27°(2/12 TO A MAXIMUM 6/12 PITCH)ROOF ROOF WIND AREA 1 ROOF YYY 2.375 z 937 CORE28345 IN SCHEDULE. ALL RESIDENTIAL ROOFS SHALL NOT EXCEED 30'-0"MEAN ROOF HEIGHT. ZONES WIND AREA ZONES 60.37 2925 W.STATE ROAD 434, 4. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511,AND IS THE O 2 SUITE 111 RESPONSIBILITY OF THE CONTRACTOR TO FILL ALL HOLES. 0.562 L0NGW00D,FL 32779 5. THIS SHEET REFLECTS STRUCTURAL CONNECTIONS ONLY. REFER TO MANUFACTURERS LB"FLASHING TEL(407)289-2575 MANUALS FOR ALL ARCHITECTURAL,MECHANICAL,ELECTRICAL,AND SOLAR SPECS. ERMOCRATES E.CASTILLO-FL PE 52590 6. ALL ALUMINUM COMPONENTS SHALL BE ANODIZED ALUMINUM 6105-T5 UNLESS COPYRIGHTED BY OTHERWISE NOTED.LAG `\ I-z DODO-I 7. BOLTS SHALL BE ASTM A276 STAINLESS STEEL UNLESS OTHERWISE NOTED. 3 2 2 CASTILLO ENGINEERING 8. ALL 39"X 65'PV MODULES MAY BE INSTALLED PER THIS STRUCTURAL CONNECTION SERVICES,LLC DRAWING. 9. UNIRAC RACKING,PCM ATTACHMENTS,AND MODULES SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS. REVISIONS 10. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED _______ U PER 2017 FLORIDA BUILDING CODE(6TH ED)OR LOCAL GOVERNING CODE. 12' DESCRIPTION DATE REV 1?gyp^ ULTIMATEWIND WIND EXPOSURE B WIND EXPOSURE C WIND EXPOSURE D EMBED. SPEED MAX SPAN, MAX SPAN, MAX SPAN, DEPTH Vm:(MPH) MAX CANTILEVER MAX CANTILEVER MAX CANTILEVER REQ. 3 2 2 CONCRETE TILE OR 3 Z 3.00,5.0 OR 7.00 COMPOSITION "" PROJECT INSTALLER 110 6'-0"D.C.,1'-4"CTLVR 6'-0"D.C..1'-4"CTLVR 4'-0^D.C.,1'-4"CTLVR 3"* SHINGLE ROOF FINISH 120 6'-0"Q.C.,1'-4"CTLVR 4'-0"O.C.,1'-4"CTLVR 4'-0"O.C. 1'4"CTLVR 3"* TYPICAL PHOTOVOLTAIC ARRAY PITCHED ROOF O LAYOUT-WIND ZONES-SCHEDULE-PLAN 130 6'-0"D.C.,1'-4"CTLVR 4'-0"D.C..1'4"CTLVR 4'-0"O.C.,1'-4"CTLVR 3". SCALE: NONE S'_0'I o cT 2 2 1020 140 4'-0"O.C.,1'-4"CTLVR 4'-0"D.C.,1'-4"CTLVR 4'-O"O.C.,1'-4"CTLVR 3" 0.250 150 W-O"0.C.,1'-4"CTLVR 4'-0"O.C.,1'4"CTLVR Z-0"O.C.,1'-4"CTLVR* 3"* #10-16x112"ST STL SELF r TAPPING SCREW TYP 4 12"ALUMINUM INTERNAL SPLICE I 160 4'-0"D.C..1'-4"CTLVR 4'-0"O.C.,1'-4"CTLVR 2'-0"D.C.,1'-4"CTLVR** 3"* PLCS PER BEAM SPLICE -_ _-� BAR(USE WHEN SPLICE AT PCM FBS-AS L-FOOT 170 4'-0"O.C.,1'-4"CTLVR 2'-0"O.C.,1'-4"CTLVR 2'-0"O.C.,9"CTLVR " 3"* _ _ MID-SPAN W!(4)#10-16X1!2"ST UNIRAC SM MOUNT L-FOOT nature eat - • 1 STL SELF TAPPING SCREWS TYP AND FLASHKIT PRO -SCHEDULE REFLECTS COMPONENTS AND CLADDING(C&C)NOMINAL WIND PRESSURES - WITH EXPOSURE"B"-"C"-"D",RISK CATEGORY II,ENCLOSED BUILDING AND h<60'-0"PER ASCE 7-10"MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES"AND 2017 F.B.C. UNIRAC STANDARD RAIL I � r LAG BOLT DEPTH REQUIRED IN WOOD MEMBER EXCLUDES ANY ROOF DECKING THICKNESS. TYPICAL SOLAR RAIL BEAM SPLICE DETAIL SCALE: 1-1/2=1-0" PHOTOVOLTAIC ` ""3RD RAIL IS REQUIRED PER ROW OR COLUMN FOR SPECIFIED WIND SPEED AND EXPOSURE. S-01 MODULE TYP. COMPOSITION SHINGLE ROOF OJECT NAME T �j�,_OR REMOVE TILE TO INSTALL"ROOF (DET OMITTED FOR CLARITY) A L WORK SHALL C PLY rt' PRA HM ENT.RE-INSTALL,RE-FILL AND RE-SEAL TILES 318"-16 HEX CAP ST STL o° AFFECTED WITH APPROVED ROOF MATERIALS BOLT AND ST STL SERRATED D: O DE I«OlDA11�D11�IO � USE ANTI-SEIZE AND TIGHTEN TO PHOTOVOLTAIC FLANGE NUT TYP. TIONAL ELECTRI%CODES MODULE TYP, p TORQUE PER MANUF.INSTRUCTIONS GROUNDING U) W D THE CITY OF ZEPHYRHILL z z 3/8"-16 HEX CAP ST STL . MID/END CLAMP RDINANCES BOLT AND ST STL SERRATED APPLY A GENEROUS AMOUNT O U FLANGE NUT TYP. OF MIAMI-DADE NOA APPROVED W I_ ROOF SEALANT/CEMENT PRIOR UNIRAC-- GROUNDING - TO ATTACHMENT INSTALL STANDARD RAIL Z O MID/END CLAMP COVERING AREA SIMILAR IN � l Z S.Y.P.2X4 SPANNER LOCATE UNIRAC STANDARD RAIL SIZE TO THE ATTACHMENT,FILL UNIRAC 0 BETWEEN TRUSSES AND PCM FBS-AS - CUT TILE CAVITY COMPLETELY FASHKIT NAIL WITH 2-16D NAIL 3",5",or 7"L-Foot �� AND SMOOTH TO TILE CONTOUR FLASHING ,O - Q !Y 0_ Q PATTERN AT EACH END TO WOOD ROOF Z) W WOOD TRUSS TRUSS TYP. -j OD RE1 f' r (1)5/16"ST STL LAG BOLT- Q V r5 Ew DA / S WOOD ROOF I WOOD SEE SCH FOR EMBED ' CITY pF ZEP�� i 4 TRUSS TYP. SHEATHING • � DEPTH REQUIRED CUT TILE,COMPLETELY ; o � � EXAMINER Hr SHEET NAME STRUCTURAL FILL CAVITY AND (2)5/16"ST STL LAG BOLT- CONTOUR WITH ;� SEE SCH FOR EMBED ATTACHMENT CEMENT -WOOD DEPTH REQ. COMPOSITION SHINGLE SHEATHING ROOF FINISH CONNECTION DETAIL 5 DETAILS FLAT OR BARREL SCALE: 1-1/2"=1'-0" S-01 SHEET SIZE BLO KING FORS MISSE OR ROOF TILES TYP. ANSI B BLOCKING MISSED TRUSS ATTACHMENT (IF REQUIRED) I CERTIFY THAT THE INSTALLATION OF THE MODULES IS IN COMPLIANCE 11° X 1711 - CONC TILE CONNECTION DETAIL _ _ _ 4 WITH FBC:BUILDING CHAPTER 16 AND FBC:RESIDENTIAL CHAPTER 3. SCALE: 1-1/2"=1'-0" BUILDING STRUCTURE WILL SAFELY ACCOMMODATE CALCULATED WIND SHEET NUMBER MISSED TRUSS CONNECTION DETAIL SCALE: 1-1/2"=1'-0" S-01 LATERAL AND UPLIFT FORCES,AND EQUIPMENT DEAD LOADS. I L . S-Q