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HomeMy WebLinkAbout20-976 .o , N Cityof Ze h p Y rhills PErRMITNUMBER 5335 Eighth StreetK::µ - Zephyrhills, FL 33542 ELCMISC-000976-2020 Phone: (813)780-0020 Issue Date: 11/13/2020 Fax: (813)780-0021 Permit Type: Electric Service Replacement/Misc Property Number Street Address,, 04 26 210080 00500 0090 35994 Saddle Palm Way Oiivner"Information Permit lnforrtiation - Con6act information.. Name: MICHAEL&ELIZABETH SUTTON Permit Type:Electric Service Replacement/M Contractor: SOLAR BEAR LLC Class of Work:Add/Alter Residential Address: 35994 Saddle Palm Way Building Valuation:$0.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$45,038.00 Phone: (910)813-8616 Mechanical Valuation: Plumbing Valuation: Total Valuation:$45,038.00 ((JJ Total Fees:$397.79 Amount Paid:$397.79 Date Paid:11/13/2020 10:19:59AM P,r'oject'Description INSTALLATION SOLAR PV SYSTEM ROOF MOUNT Application Fees Electrical Plan Review Fee $132.60 Electrical Permit Fee $265.19 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. C NT CTOR SIGNATURE PEf IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813480-0020 City of Zephyrhills Permit Application Fax-813-780-0021 ' Building Department Date Received Phone Contact for Permitting 7Z7 n — y? � BE111a11 Inman Owner's Name i /IQ Zly-0114 Owner Phone Number 10'9/3^ JV& Owners Address .3SCJfy � (,^ Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 35'94N C Aktm 14w IL :11r Fit 37S / LOT# SUBDIVISION S/ 4/0 rPwtC iYr PARCEL ID# —Z(p^ l^G4o O—D006-0 �'Iv (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT = SIGN = = DEMOLISH / B INSTALL a REPAIR PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL Q DESCRIPTION OF WORK F Zp L.✓ S V f-tCA1 /Ar--A/l on 1# 7 t 2—Ack) BUILDING SIZE SO FOOTAGE HEIGHT BUILDING $ VALUATION OF TOTAL CONSTRUCTION ®ELECTRICAL $�S b AMP SERVICE Iso = PROGRESS ENERGY Q W.R. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION r =GAS = ROOFING 0 SPECIALTY t_J OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO Beef BUILDER COMPANY SIGNATURE F REGISTERED Y/N FEE CURREN L Y/N Address I License# ELECTRICIAN COMPANY SaL,q d e.4fZ SIGNATURE �' REGISTERED Y/N � FEE CURREN I Y/N Address �/101 r041f Q- Nr+ 9f, License# E�/3oo�L3o PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# !!!.!!!1!.!.!I_!1.l111-11.1111I vast!!lswass Islas age a11.111 ONE I Its!!.lt.l.l1.1191 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stornwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsllarge 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,Stornwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.Al 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 Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Remofs ifshingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public madways..needs ROW 8134110-0020 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 Division—Licensing Section at 727-847-8009. Furthermore,8 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 property 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 specked 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'cerfificate 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,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/WastewaterTreatment. - 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"W 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 Hill,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,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 OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT_ FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and swom to(or affirmed)before me this Subs d and swum to(oJ affirtne before me this by �O 2 by /VA"�rr w� Who Ware personally known to me or has/have produced ho is are personally known to me or has/have p ced as identification. A as identification. Notary Public 1V\�1� Notary Public Commission No. Commission No. �L I 1 Q Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped j,A PU ISM5RAI MARIN MY COMMISSION#GG 314314 "r a EXPIRES:March 19,2023 Bonded Thru Notary Public Underwriters DocuSign Envelope ID:03FB02A7-FB93-45B5-87F9-BB2CB7F774D9 SOLAR BEAR RCSIOEMTIAL A COMMERCIAL EFFICIENCIES SOLAR BEAR LLC 6101 Johns Road,Suite 8,Tampa, FL 33634 Your Solar Solutions Provider (727)471-7442 W W W.OU RSOLARBEAR.COM EC13006630 SOLAR HOME IMPROVEMENT AGREEMENT DATE: CUSTOMER NAME(hereinafter,the"Customer") 8/18/2020 Michael and Elizabeth Sutton ADDRESS: 35994 saddle Palm Way CITY,STATE,ZIP:zephyrhi l l S,FL 33541 HOME PHONE NUMBER: WORK PHONE NUMBER: MOBILE PHONE NUMBER: 910-813-8616 910-728-1913 EMAIL: michaelsutton722@gmail .com This Solar Home Improvement Agreement(this"Agreement")is between Solar Bear LLC("Solar Bear","we"or"Contractor")and you("Customer")for the sale and installation of the solar system described below(the"Project"or the"System")at your home (the"Property"or your"Home").The Parties agree as follows: 1. Was a full years usage of the customers electric bills provided? YES X NO a 2. If no, does the customer understand we cannot guarantee 95%- 105%offset YES F� NO ID 3. Does the customer understand the ITC 26%TAX CREDIT is based on their taxable income? YES 0 NO F ""'I IF YOU DO NOT PAY TAXES YOU DO NOT GET A TAX CREDIT PROPOSED SYSTEM SIZE(100%OFFSET) PURCHASED SYSTEM SIZE (Based on 12 months previous usage) 16.32 KW 22,932 KWH ANNUALLY 11.52 KW 16,123 KWH ANNUALLY CONTRACT PRICE AND TERMS OF PAYMENTS. I understand, that if I cancel, I will be held financially responsible for the cost of the permit and any work that Total System Cost: 45,038 may have taken PJA99,1,1 by: F] Check Here If Any Portion of the project Sign Michael Sutton Total System Cost is Financed. 8/18/2020 If checked,the Customer will receive a separate Date agreement from the Finance Provider outlying their terms and conditions. IF ANY PORTION OF THE TOTAL SYSTEM COST IS FINANCED,THE FOLLLOWING CONDITIONS WILL APPLY: 45,038 Deposit Due Today: $ 0 Balance to be Financed:$ NOTICE OF RIGHTTO CANCEL.THIS IS A LEGAL BINDING AGREEMENT AND YOU MAY ONLY CANCEL THIS AGREEMENT PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE YOU SIGN THIS AGREEMENT.TO CANCEL THIS AGREEMENT,PLEASE SEETHE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT.THANK YOU FOR YOUR ALLOWING US TO SERVE YOU! 8/18/2020 Michael Sutton Customer Signature: __ Date: ��DooMslglea�: 8/18/2020 Customer Signature: �i)� Date: 28DD170EAE1M2._ Representative: ��w�er�wsLi Date: 8/18/2020 INSTR#2020180860 OR BK10204PG191 Page lofl 10/27/2020 10:35 AM Rcpt:2219773Rec:10.00DS:O.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller PARED 01 1 LAR BEAR LLC JOHNS RD STE B TAMPA FL 33M V Permit Number Pa?Cel ID Nllnbof Okk n i CJM— NOIrICE OF COMMENCEMENT SIRIG of Florida County ofas THE UNDEMNED hereby gives note that IMptoVemunm WW be 1118du IV Imt&Mal property,and In 890dance with Section 713.13 of N 10114*91niolmallm Is Provided In Oft NOTICE OF COMMENCEM 11-002ciiption of property'(1vgaf(r*scdPvo'v: or g9A 8)She)")A(Iftw'-IM214 gz:�'�Q kn I A1QA4 7--� ?-General description at Im —V provemMS.- INSTALL 86LAR PV syurA 3*6Wner 1111100811on or Lessee Informallon 4 the Lessee contracl9d for tho)mprovernent a)NOW and aftess: 4 A C lhae-\ &1+j� B-5-9qu b)Name and address of lee SIMP18 11116holder Of different than Owner bed above) WA irdereal In propaW. i00% 4.Contractor Information A a)Name and address.. NORMAN P URKEY-SOLAR BEAR LLC-0101 JOHNS RD STE 8 TAMPA FL 33634 b)Telephone No.: 727,940.3256 Fax No.:(optional) NIA S-SWety Of applicable,a copy of the payment bond Is aaachedj 8)Name and 008M N/A b)Telephone No.: --tell 'A C.AMOURI of Solid: S 6.Lender a)Name and address: NIA b)Telephone No. 7.Persons v4ft the provided by Section of Florida designated by Omer upon whom notices or other documents may be served as p 713.13(1)(a)7,Florida Statutes: a)Name and address: N/A b)Telephone No.: Fax No--(optional) 8aln addition tD hirmalf of herseff,owner designates WA of to receive a copy of the Llenors Notice as provided in Section 71313(1)(b),RaNda Statutes. b)Phons Number of person ce eattly designated by Owner. 9,Expiration date of ndca of cornflIffl=mOnt(the OT11ejon date; may not be bfta the completion of construction and final payment to the contractor,big VM be I year torn The date of n2!91m mAM—a different dale Is specilled): 20 110 9099 1 1 1 11.1 , " . ANY PAYMENTSMADE By THE 6WOWNER—AFTER THE EXPIRATION OF THE Nan UM CE OF C 1 0 1 10 0111111111 E!I:, CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR 1 PAYING TWICE FOR IMPROVIEMBITS TO YOURPROPERTY.I A NOTICE OF COMMENCEMENT MUST BE RE-CORDED AND POSTED Oil THE jDa SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN I ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under have mad t1n)ION90il'19 n650 01 COMMOncemettl and'bat th are we to me best of nw an*of pedupy,I declare lhalTbive mad the toni'tni 11 a facts stated therein Wimdedge anvellat NIM9 Ud ftAll SIPWO WOM) 0 this rd day of W-d� e lopollft ln*mrd was atbMwIedged before in as davatft,ca cftel bui%e.ammly In loco by for ol awmft—aLa.aW babaBUWM in W (NNW or pffm) for (name Of gory an behaA of vtfiom Iretrament WaS Mwea Pertanaly Known ❑ Produced ID El Type Of ID CL NoIaly Slgnaw pew name EXPIRES:Mwch19,2W GODWIN ENGINEERING AND DESIGN, LLC 8378 Foxtail Loop,Pensacola,FL 32526 1 (850)712-4219 1 chadogodwineng.com October 22, 2020 To: Zephyrhills Building Department 5335 811,St. Zephyrhills, FL 33542 Re: Sutton-Residential PV Roof Mount Installation 35994 Saddle Palm Way Zephyrhills, FL 33541 Plan Reviewer, This letter is regarding the installation of a new roof mounted Solar PV System on the existing residential structure at the address above. I have reviewed the attachment plan and have determined that the roof mounted PV system is in compliance with the applicable sections of the following Codes as amended and adopted by the jurisdiction: 2017 Florida Building Code 6th Edition,FBC ASCE 7 Min.Design Loads for Buildings&Other Structures Per 2017 FBC,the Roof Mounted PV system will be subject to the following design criteria: Design Wind Speed(V„it) - 140mph 3sec gust,Exposure Category-B The PV System consist of the modules,railing,and connection hardware.The system will add a dead load of approximately 3 psf to the roof. The existing roof covering is Asphalt Shingle with min.1/z"plywood decking and 2"x 4"roof trusses 24" O.C. The roofing,decking,and roof trusses are in good condition.The existing structure will be adequate for supporting the additional PV dead load and wind loads. The securement method of the PV system is to be flush mounted to the asphalt shingle roof with the Ironridge railing and flash i ngs/attachm ents.The flashings/attachments are the RT mini mounts. The attachments can be attached up to 72"apart in roof zone 1,48"apart in roof zone 2,and no mounts in roof zone 3.The mounts should be staggered,where possible,to allow distribution of the design loads evenly to the structure.The mounts shall be installed with 2 x M5 x 60mm stainless lag screws directly to the roof truss. Please see attached documents and contact me should you have any questions. Sincerely, `,0\11I 111/////�/ D.Chad Godwin,PE 81360 ��� �Q C. (;0 Exp.02/28/2021 F ON NN J �(y} 20 0 4 BUILDING DESIGN PROPERTIES SYMBOL VALUE UNIT BASIC WIND SPEED V 1140_ mph Figure 26.5-1C,page 249a ROOF PITCH 6 I >7 to 27__ degrees MEAN ROOF HEIGHT h ft ROOF SETBACK a 4 It ADJUSTMENT FACTOR FOR BUILDING HEIGHTAND EXPOSURE 1 1.00 Figure 30.5-1,pg 347 TOPIGRAPHICAL FACTOR K 1 Figure 26.8-1,pg 252 EXPOSURE B '!I- EFFECTIVE WIND AREA 10 li- sf ZONE 1 ZONE 2 ZONE 3 VARIABLE DESCRIPTION SYMBOL VALUE VALUE VALUE UNIT REFERENCE:ASCE 7-20 NET DESIGN WIND PRESSURE(UPLIFT) P°bap -32.3 -56.2 -83.1 psf Figure 30.5-1,pg 346 NET DESIGN WIND PRESSURE(DOWN) P°::.' 20.3 20.3 20.3 psf Figure 30.5-1,pg 346 NET DESIGN WIND PRESSURE(UP) P_, -32.30 -56.20 -83.10 psf Calculation:P,,,p=Xx Knx P„� NET DESIGN WIND PRESSURE(DOWN) Pn°r down 1 20.301 20.30 20.30 psf Calculation:Pt,mw°=Tx K„x P°°r3o DESCRIPTION SYMBOL VALUE VALUE VALUE UNIT DEAD LOAD D 3 3 3 psf SNOW LOAD S 0, 0 0 psf DESIGN WIND LOAD W -32.30 -56.20 -83.10 psf ASD DESIGN LOAD(UPLIFT) Pd.1, -22.70 -41.21 -62.05 psf Calculation:Pd.it°=D+SQRT(0.6)W(asd) DOWNFORCE CASE 1 Pd..lp 3 3 3 psf Calculation:Pd�ly=1.OD+1.OS DOWNFORCE CASE 2 Pd".is° 23.30 23.30 23.30 psf Calculation:Pd�,e°=1.0D+1.0W DOWNFORCE CASE 3 Pd"ln, 1 18.23 18.23 18.23 psf Calculation:Pde:ig°=1.OD+0.755+0.75W DESIGN FACTORS&CALCULATIONS FOR THE USE OF L-FOOT TO ROOF TRUSS DESCRIPTION SYMBOL VALUE VALUE VALUE UNIT MODULE LENGTH C 5.42 ft MODULE WIDTH B 3.25 ft DESIGN LOAD PER MODULE T -399.54 -725.44 -1092.25 Ibs Calculation:T=Area•W DISTRIBUTED LOAD(UPLIFT) w -61.47 -111.61 -168.04 pif Calculation:w=T/B•2 DISTRIBUTED LOAD(DOWNFORCE) w 37.86 37.86 37.86 plf Calculation:w=PB/2•�`:°me2 r,it<oe<r°w RAIL SPAN BETWEEN ANCHORS POINTS L 6 4 2s POINT LOAD(UPLIFT) R -368.80 -446.43 -336.08 Ibs Calculation:R=PLB/2•Au°'"�2r1k pefO4' POINT LOAD(DOWNFORCE) R 227.18 151.45 75.73 lbs Calculation:R=PLB/2•'�:°me:2 rmiz"-w L-FOOT CONNECTED BY WOOD SCREW Specific Gravity,Rafter G 0.5 0.5 0.5 Table 11.2A,NDS 2005,page 68(Southern Pine) Min.Dia.of Lag Screw,1/4 D 0.25 0.25 0.25 In Pullout Value of W 225 225 225 Ibs/in W=1800 G3J'D3/4 #of Lag screws 2 2 2 Thread Length Td 1.75 1.75 1.75 In Table L2,NDS 2005 Design Pullout Value per Mount Wt 787.5 787.5 787.5 Wr=W"#of Lags•Td SAFfEYFACTOR SF 1 2.14 1.76 2.34 Calculation:SF=WVR(Uplift) a+ef ar otmrmme■ne/d f.•eN.+.Z . a.mxr/z-sawll..adea.m.,,d..rMrwr.... &--I---ekf w)ow rwlplr,tali.,hh+N-.hq.r. D-bw In utxh-116hr). P.•ge.m I.11-d.2>nt 1,T,ur 7rwdrnt rolttwr 2 NT°re],fxlw.lhdhh.v�wtlmrd nx/n flat Boor Nip Roof(7' 1 S 2r 00 Gabl.R.M(es Try '/ cable Reof(7'.•6 ds•) GOB//i ❑ Inlfrferzw»r ® CI-Zoo- =•� , • '�. RmA_ie+.Ilwih.So.. awn•Ten.lYhr.•z°nt Re°h.T ] �t • ���L-r-//tt f�� t.n..AICL V1W,I-au3^IwBFAMT NOJa.tsrtra.Pa�rl p+i / -0 /IlliII •••••:` Test Conditions STC NOCT ••••�`,�` •; .,����� Module Power(Pmax 330 235 ) W ,___ Maximum powervolta a max V 33,3 30.2 - - �' `' �� Maximum power current(I max) A _ — _ 9.92 - 7.8 Open circuit volta e(Voc) V 405 36.7 _- Short circuit current Isc A 10.42 8.2 Silfab Module efficiency % 19 A 17.3 Maximum system voltage(VDC) V - — 1000 SOLAR Max series fuse rating A F __ 20 — Power Tolerance W 0 to+10 Measurement conditions:STC 1000 W/m2•AM 1.5•Temperature 25•C•NOCT 800 W/m'•AM 1.5•Measurement uncertainty s 3% Sun simulator calibration reference modules from Fraunhofer Institute.Electrical characteristics may vary by±5%and power by 0 to+10W. 1 r 1 ONV•GL Tem• rature Coefficient Isc 0.054 961°C �"°'"`• Temperature Coefficient Voc - -0.28%/°C Temperature Coefficient Pmax NOCT(±2°C) 46°C O eratin tem erature -40/+85°C INDUSTRY LEADING WARRANTY • •• •• All our products include an industry — ` ■ ■ leading 25-year product workmanship Module welght 18.6 kg+0.2 kg 41 ±0.4 lbs and 30-year performance warranty. Dimensions(H x L x D) —_ 1700 mm x 1000 mm x 38 mm -I 66.9 in x 39.4 in x 1.5 in pj ■ ■ Maximum surface load(wind/snow)* - 4000 Pa rear load/5400 Pa front load N/m2 83.5/112.8 Ib/ftA2 Hail impact resistance 025 mm at 83 km/h [ 0 1 in at 51.6 mph 35+YEARS OF SOLAR INNOVATION 66- i mono PERC-55 busbar i mono PER -5 bulbar ■ Leveraging over 35+years of worldwide Cells 158.75 x 158.76 mm 22JflclL experience in the solar industry,Silfab Glass 3.2 mm high transmittance,tempered,DSM 0.126 in high transmittance,tempered,DSM manufacturing nti-refIecitye coating _anti-refleciyCoatine is dedicated to superior Cables and connectors(refer to installation manual) 1200 mm,o 5.7 mm,MC4 from Staubli 47.2 in,0 0.22 in(12AWG),MC4 from Staubli processes and innovations such as High durability,superior hydrolysis and UV resistance,multi-layer dielectric film, Bifacial and Back Contact technologies, Backsheet fluorine-free PV backsheet to ensure our partners have the latest in Frame Anodized Aluminum(Black) I. solar innovation. Bypass diodes 3 diodes-30SQ045T(45V max DC blocking voltage,30A max forward rectified current)_• ojunction Box UL 3730 Certified,IEC 62790 Certified,IP67 rated • NORTH AMERICAN QUALITY — - _ Silfab is the leading automated solar Module product workmanship warranty 25 ears * 30 ears ry module manufacturer in North America. Linear power performance guarantee ≥97.1%end 1 IL ear ≥91.6%end 12t yea ≥85.1%end 25th year ≥82.6%end 30th year Utilizing premium quality materials and 1 _ = strict quality control management to deliver ULC ORD C1703,UL1703,CEC listed***,UL 61215-1/-1-11-2,UL 61730-1/-2,IEC 61215-1/- ` the highest efficiency,premium quality Product 1-1/-2***.IEC 61730-1/-2***,C5A C22.2#61730-1/-2***,IEC 62716 Ammonia Corrosion; PV modules. IEC61701:2011 Salt Mist Corrosion Certifed,UL Fire Rating:Type 2 Fatty IS09001:2015 iii Modules Per Pallet:26 Eff vs.Irr Performance SIL-330 NL 3 'sii Pallets Per Truck:36 10°C iii Modules Per Truck:936 20c '' �� *A Warning.Read the Safety and Installation Manual 19 •"�~ I 1 for mounting specifications and before handling 40°C installing and operating modules. 1s "' **12 year extendable to 25 years subject to regis- 17 ss°c 1-ii . . , . + . . tration and conditions outlined under"Warranty'at T 70°C _ wwwsilfabsolar.com. 16 ^< `- • i • - 1 •. • • • 11 • ***Certification and CEC listing in progress.August ?+ 15 "E 2020 expected completion date for CEC listing;IEC a 111 1 1 ,, o .• .. . • • .. . • 61 73 0/61 21 5 and CSA C22.2#61730-1I-2 14 11 1 • , , . • • • • • . - • . •. • Third-party generated pan files from Fraunhofer- 131 _-� C Institute for Solar Energy Systems ISE are available E,1UJ• ' 120 Zoo 400 eao 800 1000 I tIrradiance(W/m') ' JI •.• •. • • 111• • • •- •- • • • •_ • ORK - `o SHALL C CODES FLORIDABUILDINGk rrrr PReVAILI o .R�m.�b Silfab Solar Inc. \IATIONAL�LE�TRIC COD OD�1 ' L se.arn000mml . . . . ::. • e=.'� 240 Courtneypark Drive Eas�ID THE � a ha •- . - • .• -. • •• • "� .� Mississauga ON L5T2Y3 C OF KEPI-jyRHI� • • • - • • • • • • •. • :1 S i Ifs b Tel+1 905-255-2501 1 Fax+1 90 e Sault info@silfabsolar.com I www.silfabsolar.com NO Silfab Solar Inc. ,-2010 TOP PERFORMER C�EV'EVV DATE ��?a? 800 Cornwall Ave I n' ZEPHY ��� °Nvrl. O� Bellingham WA 98225 USA 'v MODULa PLAN Rr„�' Q Tel+1 360-569-4733 RELIABILITYSCORECARo / j'�/�IA cR 11�C Data Sheet Enphase IQ 7 and IQ 7+ Microinverters Enphase Microinverters Region:AMERICAS INPUT DATA(DC) iQ7 60-2-US I IQ7-60-I3-US IQ7PLUS-72-2-US I IQ7PLUS-72-I3-US Commonly used module pairings" 235W-350W+ 235W-440W t Module compatibility 60-cell PV modules only 60-cell and 72-cell PV modules Maximum input DC voltage 48 V 60 V Peak power tracking 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 The high-powered smart grid-ready Max DC short circuit current(module isc) 15 A 1SA Enphase a Enphase Overvoltage class DC port II II Enphase IQ 7 Micro'" and En hase IQ 7+ Micro's DC port backfeed current 0 A 0 A IQ 7 and I Q 7+ dramatically simplify process the installation while PV array configuration 1 x 1 ungrounded array;Na additional DC side protection required; AC side protection requires max 20A perbranch circuit achieving the highest system efficiency. OUTPUT DATA(AC) 1O7 Microinverter 1Q7+Microinyetter IVI i e ro i nve rte rs Part of the Enphase IQ System,the IQ 7 and Peak output power 250 VA 295 VA Maximum continuous output power 240 VA 290 VA IQ 7+ Microinverters integrate with the Enphase Nominal(L L)voltage/ranger 240 V 1 208 V/ 240 V/ 208 V/ 211-264 V 183-229 V 211-264 V 183.229 V IQ Envoy, Enphase IQ Battery'M, and the Enphase Maximum continuous output current 1.0 A(240 V) 1.15A(208 V) 1.21 A(240V) 1.39 A(208 V) Enlighten'M monitoring and analysis software. Nominal frequency 60 Hz 60 Hz Extended frequency range 47.68 Hz 47-68 Hz IQ Series Microinverters extend the reliability AC short circuit fault current over 3 cycles 5.8 Arms 5.8 Arms standards set forth by previous generations and Maximum units per 20 A(L-L)branch circuit3 16(240 VAC) 13(208 VAC) 13(240 VAC) 11(208 VAC) Overvoltage class AC port III III undergo over a million hours of power-on testing, AC port backfeed current 0 A 0 A enabling Enphase to provide an industry-leading Power factor setting I k, 1 n warranty of up to 25 years. Power factor(adjustable) 0.7 leading,,.0.7lagging 0.7 leading.,.0.7 lagging. EFFICIENCY @240 V @206 V @240 V @208 V _-___. Peak CEC efficiency 97.fr't. 9 97-3% CEC weighted efficiency 97.0% 97,0% 97.0% 97,0% MECHANICAL DATA Ambient temperature range -40°C to+65°C Relative humidity range 4%to 100%(condensing) Easy to Install Connectortype(IQ7-60-2-US&IQ7PLUS-72-2-US) MC4(or Amphenoi H4 UTX with additional Q-DCC-5 adapter) Connectortype(IQ7-60-B-US&IQ7PLUS-72-R-US) Friends PV2(MC4 intermateable). • Lightweight and simple Adaptors for modules with MC4 or UTX connectors • Faster installation with improved,lighter two-wire cabling -PV2 to MC4:order ECA-S20-S22 -PV2 to UTX:order ECA-520-S25 • Built-in rapid shutdown compliant(NEC 2014&2017) Dimensions(WxHxD) 212 mm x 175 mm x 30.2 mm(without bracket) Weight 1.08 kg(2.38 ibs) Productive and Reliable Cooling Natural convection-No fans Approved for Wet locations Yes • Optimized for high powered 60-cell and 72-cell*modules Pollution degree PD3 • More than a million hours of testing Enclosure Class 11 double-insulated,corrosion resistant polymeric enclosure • Class II double-insulated enclosure Environmental category UV exposure rating NEMA Type 6/outdoor • UL listed FEATURES Comm;::r,�uc;n Power Line Communication(' Monitoring Enlighten Manager and MyEnlighten monitoring options. Smart Grid Ready 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 Toad-break • Complies with advanced grid support,voltage and disconnect required by NEC 690. frequency ride-through requirements Compliance CA Rule 21 (UL 1741-SA) • Remotely updates to respond to changing UL 62.109-1,UL1741/IEEE1547,FCC Part 15 Class B. ICES-0003 Class B, grid requirements 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 • Configurable for varying grid profiles NEC-2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems,for AC • Meets CA Rule 21 (UL 1741-SA) and DC conductors,when installed according manufacturer's instructions. *The IQ 7+Micro is required to support 72-cell modules. 1.No enforced DC/AC ratio.See the compatibility calculator at https://enohase.com/en-uS/SuPPOrIlmOdUl*-comPatibiiity.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. V EN PHASE. To learn more about Enphase offerings,visit enphase.com v EN PHASE. To learn more about Enphase offerings,visit enphase.com ©2018 Enphase Energy.All rights reserved.All trademarks or brands used are the property of Enphase Energy,Inc. 2018-05-24 /. . IRON RIDGE XR Rail Family XR Rail Family The XR Rail Family offers the strength of a curved rail in three targeted sizes. Each size supports specific Solar IS Not Always Sunny — - design loads, while minimizing material costs. Depending on your location, there is an XR Rail to match. Over their lifetime, solar panels experience countless extreme weather events. Not just the worst storms in years, gh; _ but the worst storms in 40 years. High winds capable of ripping panels from a roof, and snowfalls weighing@ enough to buckle'a panel frame. - XR Rails are the structural backbone preventing �� these results.They resist uplift, protect XR10 XR100 XR1000 against buckling and safely and efficiently , XR10 is a sleek,low-profile mounting XR100 is the ultimate residential XR1000 is a heavyweight among transfer loads into the building structure. rail,designed for regions with light or mounting rail it supports a range of solar mounting rails.It's built to handle Their superior spanning capability no snow.It achieves 6 foot spans,while wind and snow conditions,while also extreme climates and spans up to 12 remaining light and economical. maximizing spans up to 8 feet. feet for commercial applications. requires fewer roof attachments, , reducing the number of roof- - 6'spanning capability - 8'spanning capability 12'spanning capability penetrations and the amount Moderate load capability - Heavy load capability Extreme load capability of --' • M Clear&black anodized finish Clear&black anodized finish Clear anodized finish t_. installation time. • _ • Internal splices available • Internal splices available • Internal splices available Rail Selection 1 The following table was prepared in compliance with applicable engineering codes and standards. Values are based on the following criteria:ASCE 7-10, Roof Zone 1, Exposure B, Roof Slope of 7 to 27 degrees and Mean Building Height of 30 ft. Visit lronRidge.com for detailed span tables and certifications. I . --._.-.--. -/ . - 1 Force-Stabilizing Curve 1 100 Sloped roofs generate both vertical and lateral 120 forces on mounting rails which can cause them None to bend and twist.The curved shape of XR Rails 140 XR10 E110ct is speciallydesigned to increase strength in both — - —. _ directions while resisting the twisting.This unique feature ensures greater security during extreme 160 weather and a longer system lifetime. 100 1201 10-20 140 - — - I � '. 160 100 30 160 Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials I 100 1 XR Rails are IronRfdge offers All XR Rails are made of 6000-series . 40 + compatible with a range of tilt leg aluminum alloy,then protected with an 160 ' FlashFoot and options for flat anodized finish.Anodizing prevents surface - �., other pitched roof roof mounting and structural corrosion,while also providing 50-70 160 - attachments. applications, a more attractive appearance. - dIU �. 80-90 160 --- — FRONT OF HOUSE -COGEN Disconnect Located adjacent to Utility meter Ground Access Point O Inverter Type: Enphase IQ7 PV Panel: (35)Silfab-SIL-330 Utility Meter Racking: Iron Ridge Total Wattage: 11,550W Roof Type: Composition Shingles R-2 Wind Load: 7 to 27 Deg Fastener Type: Use Roof Tech Mini 3, Access Pathway #Modules(18) Pitch: 24° Sheet Index o Azimuth: 138° S-1 Cover Sheet/ Site Plan S-2 Detail E-1 One - Line .O S-lA Mounting Plan General Notes: Ground Access Point JEiE1EJiEEEiEIIJLI -Enphase IQ7 Micro Inverters are located on roof behind each module. -First responder access maintained and R-1 from adjacent roof. # Modules(17) 5'-7" -Wire run from array to connection is 40 feet. Pitch: 24° Azimuth: 228° Layout Subject to Change Based on Site Conditions �ULAtl dEAR 6101 Johns Rd, Ste 8 Godwin Engineering and \ O, �cENysO` Tampa, FL 33634 8378 Foxtail Loop Design, LLC I� • TN 727-471-7442 System meets the requirements of NFPA 1 2015 Edition,Chapter 11.12 Install will be done to Manufacturer Spec Pensacola, FL 32526 D. Chad Godwin,PE 73. ' Meets All Editions of Florida Fire Prevention Code 6th Edition Customer Info: r Legend ® Chimney Chad@godwineng.com ® First responder access Sq Satellite X11 d1'�1\\\\ O Utility Meter O Vent Pipe Represents all Fire Clearance 1st Responder Access Michael Sutton Date: 10/21/2020 LIIFPV Disconnect including Alternative methods minimum of 36" unobstructed as per 35994 Saddle Palm Wa Drawn by: ZU Section R324 of the 2015 IRC y FL Checkedrhills hy , b 2017 FL Residential Code & FBC, 6th Edition (2015 International Residential Code - 2nd Printing Zep Rev #: 00 : modified by the FL Building Standards and Codes 2017 Uniform Code Supplement), 2015 33541 Rev Date: International Energy Conservation Code, City of Zephryhills, 2014 National Electric Code. Page: S-1 Compass for Aerial Solar Module H/e-16 x .3/4 HEX HEAP BOLT 3/B-,G 3-5/8 F!LAtJGE. NUT _`,` tI - - I Ironridge XR-100 Install will be done to Manufacturer Spec General Notes: (Optional) General Notes: - Roof Tech Mini's are secured to rafters - Roof Tech Mini's are secured into plywood sheathing Godwin Engineering and �� ���C Eiy 00'��i, @ 72" O.C. in Zone 1 and 48" O.C. in Zone 2 using @ 48" O.C. using (5) M5 x 60mm stainless steel Design, LLc (2) M5 x 60mm stainless steel Lag bolts. Lag bolts. 8378 Foxtail Loop _ * , Pensacola, FL 32526 - Subject roof has One layer. - Subject roof has One layer. D. Chad Godwin, PE ®� A �F - All penetrations are sealed. - All penetrations are sealed. Chad@godwineng.com c�ORIDP,-•�����\ Roof Section Pitch Roof Rafter and Spacing Overhang Notes: R1-R2 5/12 2"x4" @ 24 O.C. 8" Truss SULAR a : 6101 Johns Rd, Ste 8 Customer Info: Tampa, FL 33634 Designed as per ASCE7-10 Inverter Type: Enphase IQ7 727-471-7442 PV Panel: (35) Silfab-SIL-330 Racking: Iron Ridge Michael Sutton Date: 10/21/2020 Total Wattage: 11,550W 35994 Saddle Palm Way Drawn by: zu Modules mounted flush to roof Roof Type: Composition Shingles Zephyrhills, FL Checked b : no higher than 6" above surface. Wind Load: 7 to 27 Deg Rev #: 00 g Fastener Type: Use Roof Tech Mini 33541 Rev Date: Page: S-2 SOLAR PV SYSTEM EQUIPPED WITH LiG - __ -- RAPID SHUTDOWN --- TURN RAPIDSHUTOOWN DUAL POWER SUPPLY INVERTER OUTPUT CONNECTION: SWITCH TO THE SOURCES:UTILITY GRID AND DO NOT RELOCATE THIS "OFF POSITION TO PV SOLAR ELECTRIC SYSTEM OVERCURRENT DEVICE Enphase Output Ckt Per String SHUT DOWN PY SYSIEH AND REDUCE SHOCK HAZARD IN THEARENY. To Overcurrent Protection Device Figure 690.56(C)(1)(a) Label for PV Systems that AC Max Output Current 15 Shut down the array and the conductors leaving the array I Enphase IQ Trunk Cable Photovoltaics: AC Max Output Current* 1.25% 18.8 Q-12-240 (35) Silfab-SIL-330 Overcurrent Protection(A) 20 #12AWG THHN-THWN-2 No. of Current Caing Cond <4 UL 9703 Conductor Gauge(AWG) 10 Inverters: (35) Enphase IQ7 Micro Inverters Enphase Total Output Ckt I AC Max Output Current 35 Grounding Conductor Circuits: AC Max Output Current* 1.25%0 43.8 #12 AWG THWN for Home runs under 100' to be bare#8 Awg Overcurrent Protection(A) 50 #10 AWG THWN for Home runs over 100' (1) circuits of(15) Modules (l)Line I No. of Current Carrying Cond <4 (t)Line 2 NEMA 3R (2) circuit of(10) Modules r`S g Per Circuit Junction Box Roof Conductor Gauge(AWG) 6 #8 AWG THWN Black-L1 Maximum Inverters Per 20A Circuit(16) (1)EGC 4 Red-L2 NEC LABEL NOTES: Inside least 3/4"Conduit(tbd on site) I Green-Ground 1. THE WARNING SIGN(S)OR LABEL(S)SHALL COMPLY WITH NEC 110.21(B) 2. LABELS SHALL BE SUITABLE FOR THE ENVIRONMENT WHERE THEY ARE INSTALLED. 3. LABELS TO BE A MIN LETTER HEIGHT OF 3/B"AND Load Side Connection PERMANENTLY AFFIXED. 4. LABELS SHALL ALSO COMPLY WITH THE SPECIFIC Busbar Rating 200 REQUIREMENTS OF THE AUTHORITY HAVING Main Breaker Size 150 JURISDICTION. Bus Rating*1.2-Main Break Size 90 Max Allowable Load Side 90 Load Size Breaker Size 50 WARNING PHO Main Service M I POWER SOURCE~ 150A —__J 200A Bus \\\111 I 111IU f,/ Enphase Combiner Box Utility PV AC Disco 60A Fused Disconnect Godwin Engineering and Manual Lockable Disconnect (I)-20A Breaker Design, LLC . . y I _ Per Circuit 50A 8378 Foxtail Loo 240V p L25A Rated ' (2)50A Fuses Pensacola, FL 32526 �o ; Disconnect Solar Combiner Box N D. Chad Godwin, PE ST OF #X-I AMI-240 Lowled Adjacent to Ulililc Meter Chad@godwineng.com �� �, . _ RID P • ���� #6 AWG THWN GEC (2)Hot (1)Neutral #8 AWG EGC in @ least 3/4"Conduit Typical/ RATED AC alTPUT Cll'RRENF I OPERA AC . V SOLAR BEAD Load side connection Per 705.12(D)(2)(3)(b) 6101 Johns Rd, Ste 8 System meets the requirements of NFPA 1 2015 Edition, Chapter 11.12 Use Matching or equivalent approved breaker if derating Tampa, FL 33634 Including the label below Note: GEC NOTES Customer Info: 727-471-7442 -All wiring to meet the 2014 NEC and Provide a grounding electrode system for an In Case of Emergency Call ungrounded system per 690.47(C)(3). Date: 10/21/2020 g Y Florida electric codes. - GEC must be installed per 250.64 Michael Sutton Inverter Type: Solar Bear - GEC must be continuous un-spliced or irreversibly spliced from Drawn b : ZU Enphase IQ7 60A Disconnect inverter to existing service ground system or continuous from the 35994 Saddle Palm Wa PV Panel: -Type of conduit to be determined Y Checked b . at 4727-471-7442 arrays to the existing service ground system. (35) EC #: EC 13006630 - If GEC is not continuous from the array to the existing service ground Zephyrhills, FL Rev #: 00 Silfab-SIL-330 on site by contractor, an additional ground system must be provided from the arrays to a Wattage: grounding electrode per 690.47(D) 33541 Rev Date: Total11,550W GEC must be min#8 AWG and installed in conduit Page: E-1 Install will be done to Manufacturer Spec — . 5..r9O D - 25'-10" 28'-6" O o 50'-11 " - 62'_9"- R-1 R-2 31-311 # Modules (17) # Modules (18) Pitch: 24° Pitch: 24° 5'- 7" Fl Fl Azimuth: 228° Azimuth: 138O Plans satisfy zones FBC-1510.7.1 Install will be done to Manufacturer Spec 17' 8 \\\��tt C I// Godwin Engineering and 14 8 Design, LLC ®, F 8378 Foxtail Loop * 13M 7, Pensacola, FL 32526 - D. Chad Godwin, PE .lot rE of Chad@godwineng.com -v Max cantilever is 24" as per manufacturer spec. /i s �� - Splice Bar 8 Zone 1 Max Cantilever = Max Span * ( "3)=72 *(3)=24" - ��� Mounts 55 1 UFO's 78 Max cantilever is 16" as per manufacturer spec. SOLAR REAP* Sleeves/End Caps 16 Zone 2 t * 1 ►� Combiner 2 Max Cantilever = Max Span (3)=48 (3)=16 6101 Johns Rd, Ste 8 Ground Lugs 4 Customer Info: Meter Main Tampa, FL 33634 Inverter Type: Enphase IQ7 727-471-7442 PV Panel: (35) Silfab-SIL-330 Racking: Iron Ridge Michael Sutton Date: 10/21/2020 Total Wattage: 11,550W 35994 Saddle Palm Way Drawn by: ZU Roof Type: Composition Shingles Zephyrhills, FL Checked by: : Wind Load: 7 to 27 Deg 33541 Rev #: 00 Fastener Type: Use Roof Tech Mini Rev Date: Page: S-lA