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HomeMy WebLinkAbout21-1611 1 � Q riu�+rirn City of Zephyrhills PERMIT NUMBER - 5335 Eighth Street Zephyrhills, FL 33542 ELCMISC-001611-2021 ' Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 03/17/2021 Permit Type: Electric Service Replacement/Misc Property Number Street Address 12 26 210310 00000 0580 39435 8Th Avenue Owner Information Permit Information Contractor Information Name: ERIC VEGA ALVAREZ Permit Type:Electric Service ReplacemenVM Contractor: SOLAR BEAR LLC Class of Work:Add/Alter Residential Address: 39435 8Th Ave Building Valuation:$0.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$38,125.60 Phone: (813)479-3516 Mechanical Valuation: PlumbingValuation: Total Valuation:$38,125.60 l/ Total Fees:$345.95 Amount Paid:$345.95 Date Paid:3/17/2021 2:31:39PM Project Description INSTALLATION ROOF MOUNT SOLAR SYSTEM Application Fees Electrical Plan Review Fee $115.32 Electrical Permit Fee $230.63 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. ONT CTOR 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 -3-.1- Building Department Date Received ✓ Phone Contact for Permitting aaaaaa.a aaaaa Owners Name ERIC ALVAREZ Owner Phone Number (813)389-1005 Owner's Address 394358THAVE ZEPHYRHILLS, FL33542 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 39435 8TH AVENUE ZEPHYRHILLS, FL33542 LOT# 58 SUBDIVISION SUNSETESTATES02 PB 16 PG 3-4 LOT 58 PARCEL ID# 12-26-21-0310-00000-0580 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR B ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE SFR = COMM = OTHER TYPE OF CONSTRUCTION BLOCK FRAME = STEEL DESCRIPTION OF WORK ROOF MOUNTED SOLAR PV SYSTEMINSTALLATION-11.55 KW BUILDING SIZE I SO FOOTAGE HEIGHT BUILDING 1$ VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $$38,125.60 AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ►Y(/ C =GAS = ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER � COMPANY SIGNATURE — REGISTERED Y/N FEE CURREN Y/N Address License# db1, ' () ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEECURREN YIN Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# Il"1111 l[YIJa[E[!![[[[[111111l1I[[t[flat@tI@®[[[[[[[8[[![i3i[#[iff[8F€[ 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,Stonnwater Plans w/Sift 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,Stonnwater 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. DlrecUons: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required.(A/C upgrades over$7500) Agent(forthe 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) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter ff 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:Ifthe 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,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,I certify that 1,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowners Protection Guide'prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise In good faith to deliver it to the"owner'prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as Indicated.I certify that no work or installation has commenced prior to Issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that 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 limdedto: 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 permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,after,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within sbr 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 I ' Subscribed and sworn to(or affirmed)before me this Subs/ rib and sworn to or affirmed)be r by L3G �by Who Is/are personally known to me or has/have produced W is/a a pe orally known to me or has/have produceg as identification. as identification. c Notary Public Notary Public Commission No. & -Ion &1 10 Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped Joseph Tribou Notary Public,State of Sorfda My Commission Expires 12/07=4 Commissbn No.HH 6M7 DocuSign Envelope ID:821A3FFE-9AOA-409B-A907-OF623D329D68 LA .,, ` c;s.r.¢rria,s:nu,xe•<;.s;.r;:e vc:rs SOLAR BEAR LLC 6101 Johns Road,Suite 8,Tampa, FL 33634 Your Solar Solutions Provider (727)471a442 LA1WW.OURSoLARUEAR.COF 9 EC13006630 SOLAR HOME IMPROVEMENT AGREEMENT DATE: CUSTOMER NAME(hereinafter,the"Customer") January 30 2001 Eric Alvarez ADDRESS: 39435 8TH AVE CITY,STATE,ZIP: zephyrhills FL 33542 HOME PHONE NUMBER: WORK PHONE NUMBER: MOBILE PHONE NUMBER: 813 389-1005 N/A N/A EMAIL: eric8812AV@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 Lx J NO 2. If no, does the customer understand we cannot guarantee 95%- 105%offset YES F-1 NO 3. Does the customer understand the ITC 26%TAX CREDIT is based on their taxable income? YES F� NO ❑ 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) 15.8 KW 20020 KWH ANNUALLY 11.55 KW 16166 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 65409 may have taken_olne;"I„v Total System Cost: OCheck Here If Any Portion of the project Sign Eric Alvarez Total System Cost is Financed. 1/30/2021 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: 65409 Deposit Due Today: $ N/A Balance to be Financed:$ NOTICE OF RIGHT TO 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 YOUI �..... .......: 1/30/2021 Customer Signature: Date: Customer Signature: Date: Representative: Date: 1/30/2021 INSTR##2021030358 OR BK 10279 PG 3455 Page 1 of 9 02/15/2021 09:11 AM Rcpt:2261274 Rec:10,00 DS:0,00 IT:O.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller PREPARED BY:!.AURA CAMPERO 6102 JOHNS ROAD,SUITE 8,TAMPA FL 33634 Pattnh Numbst Parcel ID Number as ID. NOTICE OF COMMENCEMENT Stale of Ff (da T„g hr.{'+ .pf' en Jt•tsi'w C:Fu.r;r rir.Grt TG£H:+�,careCN County of co THE UNDERSIGNED hereby gNes noece that Improvements wal be made to certain real properly,and In aecardant:s Wife Section 713,13 Of the Fkrida Statutes,the folowing Information is pro ed to this NOTICE OF COMMENCEMENT. a 1-Description of property(legal description); Z C)a a)Streel{Jot)Address: A%10- �s . Z.G6neraf doscription of improvements: � INSTALL SOLAR V& STEM 1Own6f Information or Lessee lnt tlon It the Lessee contracted for the Improvement; a}Name and address: i }�KNQ7� ryJg 43� ft t hi!t5�- 35(42 — b)flame ami addfass of lee simple tmeboldei pt dtnerenl than Owner listed above) - c)Interest for proparry: 100% -----•----- 4,Con1mctor information a)Name and address: NORMAN PURKEY•SOLAR BEAR UC-6101 JOHNS RD S1E 8 TAMPA FL 83G}4 b)Telephone No.: 7 .471.74Z Fax No.:(OPtional) WA 5.SUMV(it applicable,a copy Of the payment bond is attached) a)Name and address: Ow b)Telephone NO,: c)Amount of Bond; I 6.Lender a)Name and address: NIA b)Teleph3tia%.: 7.Persons within the State of Florida designated by Owner upon wham ootices a Olhef documents may be seared as provlded by Section 713.13(1)(a)7.,Florida Stahftes: a)Name and address: N/A III Telephone No.: _ Fax No.:(optional) 8 aJr addition to himself or herself,Owner designates tvA of to receive a copy of the Llenor's Now as provided In Section 713.13(1)(b),Fiortda Statutes. b)Pbcne Number of Person or entry designated by Owner s: &Expiration date of notice of commencement(the explrallon date may not be before the completion of construction and final payment to the corincim.but 0 be.1 year Dom the date of faC unless a ditiepent date Is specified): 20 WRFtNiN�T©iNRrtiEii:RNY PAYYli11ENTS 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 f 'Pow TIVICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE ViE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATT€R14EY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 'Under pe"184 of perry,I der hh have read the forego ng notice of commencement and that the facts stated therein are Prue tome best of my LIU re 7— ats OF Le 's(Auprotued OfAcarlDYeclasPaM11manager) ( of Neme and a Wstarys r11410lOce) ` me IN l ?i;¢, g fnsc^ ettt Wilt ac towlre edA befo 1Z� day of ,Zfl� t VQ�e as a ,r. otleer,in,st>te,ahorn intacg as (type or suthaRy....e.y.Drew,trustee.ottOMOV In duct) ' L7' (name of pally on betell of whom instrument was executed). peI ,s wy Khcrwr id 1D. Tye td D nL' ... _ Notey 4nattife Pori name _1464 A r-1 rl b ltu:itt15SICN4i3o3143t4 - �0! .t°� Boom Vou Ntrterj ft'W Undorvmtom GODWIN ENGINEERING AND DESIGN, LLC 8378 Foxtail Loop, Pensacola, FL 32526 1 (850)712-4219 1 chadogodwineng.com February 18, 2021 To: Zephyrhills Building Department 5335 811,St. Zephyrhills, FL 33542 Re: Alvarez— Residential PV Roof Mount Installation 39435 8th Ave. Zephyrhills, FL 33542 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: 2020 Florida Building Code 7th Edition, FBC ASCE 7 Min. Design Loads for Buildings&Other Structures Per 2020 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.l/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 Sunmodo Nano Mounts.The attachments can be attached up to 48" apart in roof zones 1, 2e, and 24" apart in roof zones 2n, 2r, 3e,&3r.The mounts should be staggered, where possible,to allow distribution of the design loads evenly to the structure.The mounts shall be installed with a min. 5/16"lag screw with minimum 2-5/16"thread length. Please see attached documents and contact me should you have any questions. Sincerely, D. Chad Godwin, PE 81360 N��� �E C: G0® Exp. 02/28/2021 \�� 0 %C'ENS�.,� Q, 360 OF �ij'��C•'•;c�OR10P.••*N N %ss1�ONAI- ASCE 7-16 CHAPTER 29 WIND LOADS-Rooftop Solar Panels Minimum Design Loads-Part 1:Enclosed(gable,h<60ft,7°<0<20°) Risk Category II Table 1.5-1 Load Types Load,PSf Basic Wind Speed(Ult) 137 mph Figure 26.5-113 Dead Load,D 3 Wind Speed(asd) 106 mph IBC 1609.3.1 Weight of Ice,Di 0 Roof Angle 10 Earthquake,E 0 Effective Wind Area 10.00 ft2 26.20 Fluid,F n/a Wind Load Parameters Flood Load,Fa n/a Wind Directionality Kd 0.85 Table 26.6-1 Lateral Earth psi,H n/a Exposure Cat. B,C,or D B Section 26.7 Live Load,L n/a Topographic factor K:t 1.00 26.8 or 26.8.2 Roof Live,Lt n/a Ground Elevation Factor K. 1.00 Table 26.9-1 Rain,R n/a Velocity Exposure Coefficient K, 0.70 Table 26.10-1 Snow,S ! 0 Array Edge Factor YE 1.50 29.4.4 Self-Straining,T n/a Solar Panel Equalization Factor ya 0.80 Fig.29.4-8 Wind,W see calc Velocity Pressure qp 17.15 psf qh=0.00256 KtKttKdKeV2 Wind-on-Ice,Wi n/a Mean Roof Height h 15.00 ft 0.4h 6.00 ft least horizontal dim 528 in 10%of least horizontal dim 4.40 ft Roof Zone Set Back a 4.40 ft Figure 30.3-2b(Gable roof,h<60ft,7°<0<20°) Zone 1 2e 2n 2r 3e 3r GCP -2.00 -2.00 -3.00 -3.00 -3.00 -3.60 uplift GC 0.50 0.50 0.50 0.50 0.50 0.50 downward p=gh(GCP)("YE)(7a) -41.17 -41.17 -61.75 -61.75 -61.75 -74.10 psf uplift p=gh(GCP)(-/E)(ya) 10.29 10.29 10.29 10.29 10.29 10.29 psf downward Design Calculations for the Use of Attachment to Roof Truss/Rafter Module Length C 5.58 ft Module Width B 3.29 ft Module Area A 18.36 ft2 Total Design Load(Uplift) Pdesign -38.17 -38.17 -58.75 -58.75 -58.75 -71.10 psf Total Design Load(Downforce) Pdesign 13.29 13.29 13.29 13.29 13.29 13.29 psf Design Load per Module Tup -700.70 -700.70 -1078.58 -1078.58 -1078.58 -1305.31 Ibs Tup=A*Pdesign Design Load per Module Td°wn 244.02 244.02 244.02 244.02 244.02 244.02 Ibs Tdn=A*Pdesign Distributed Load(Uplift) Pdist.up -106.49 -106.49 -163.92 -163.92 -163.92 -198.38 plf Tup/B*2 Distributed Load(Down) Pdist.Down 37.08 37.08 37.08 37.08 37.08 37.08 plf Tdn/B*2 Railspan Between Anchor Points L 6 6 4 4 4 2 ft Point Load per Mount(Uplift) R -638.93 -638.93 -655.67 -655.67 -655.67 -396.75 Ibs Point Load per Mount(Down) R 111.25 111.25 74.17 74.17 74.17 37.08 Ibs Table 1.1-Pullout Value for Single Lag Screw Specific Gravity G 0.55 0.55 0.55 0.55 0.55 0.55 Table 11.2A,NDS 2005,page 68(SYP) Diameter of Lag Screw D 5/16 5/16 5/16 5/16 5/16 5/16 In Pullout Value of W 306.8697 306.8697 306.8697 306.8697 306.8697 306.8697 Ibs/in W=SHOO Gan D"' #of Lag screws 1 1 1 1 1 1 Thread Length Td 2.8 2.8 2.8 2.8 2.8 2.8 In Table L2,NDS 2005 Design Pullout Value per Mount Wt 859.23531 859.23531 59.23531 859.2353 859.2353 859.2353 Wt=W*#of Lags*Td t SAFTEY FACTOR SF 1.34 1.34 1.31 1.31 1.31 2.17 Calculation:SF`v�glilt� 1 2e 2n 2r 3e co Maximum Cantilever from Last attachment ��`® �.' •`st`�` /� Max Cantilever M 24 24 16 1 16 1 16 1 8 lin Max-ZMI spat(* 1360 i t IONAL ��lllllllll�� f'I�I�I 3' Access Pathway Ground Access Point R-1 R-3 Inverter Type: Enphase IQ7-60-2-US # Modules (6) # Modules Pitch: (12) PV Panel: (35)Silfab-SIL-330NL Pitch: 18 Pitch: 18 Racking: Iron Ridge XR100 Azimuth: 270° Azimuth: 90° Total Wattage: 11,550W Roof Type: Composition Shingles Wind Load: 7 to 20 Deg ° Fastener Type: Use Sunmodo Nano Mounts a ALL WORK SHALL CQMpLY Sheet Index CONA I0NAL ELe A I3liILaING C4D PREVAILING S-1 Cover Sheet/ Site Plan 3' Access Pathway AND THE ELECTRIC CODE E, S-2 Detail ORDINCES OFZEPHYRHILLS E-1 One -Line Hot Water S-lA Mounting Plan Heater Utility Meter O REV CIF �AT� M,q General Notes: -COGEN Disconnect P of�Ep f1? -Enphase IQ7-60-2-US Micro Inverters Located adjacent to ►N sx ► @Ylgyf ?0j' are located on roof behind each module. Utility meter r /� R-2 -First responder access maintained and from adjacent roof. # Modules (17) -Wire run from array to connection is 40 feet. Pitch: 18° 3'-3" Azimuth: 180° Ground Access Point 5' 7" Layout Subject to Change Based on Site Conditions SOLAR BEAR I cl [•i L I bS YP[c1A I[It IIYPII• 6101 Johns Rd, Ste 8 Godwin Engineering and NSF•.,�Z�% Tampa, FL 33634 FRONT OF DOUSE Design, LLC ; * o ti 727-471-7442 1 1 8378 Foxtail Loop r p,' System meets the requirements of NFPA 70th Edition, Chapter .12 Install will be done to Manufacturer Spec Pensacola, FL 32526 Meets All Editions of Florida Fire Prevention Code 6th Edition D. Chad Godwin, PE OF Legend Customer Info: F . < RIOP,.•�.� ® ® Chimney Chad@godwineng.com S'�pNALG Illlilt1 First responder access @� Satellite 1st Responder Access ❑O Utility Meter O Vent Pipe Represents all Fire Clearance p Eric Alvarez Date: 2/17/2021 hT LIJPV Disconnect including Alternative methods minimum of 36" unobstructed as per 39435 8th Ave Drawn by: ZU 1 Section R324 of the 2018 IRO Zephyrhills, FL Revised b I• 2020 FL Residential Code & FBC, 7th Edition (2018 International Residential Code) - 2nd Printing Revs 00 :______________ ___modified by the FL Building Standards , 2018 International Energy Conservation Code, 33542 Rev Date: City of Zephyrhills Code, 2017 National Electric Code. sr 1 Page: S-1 Compass for Aerial Solar Module :JfB-18 X 3/4 HE]( HEAD BOLT 3/8-16 NNI 3-5/8�t F+LAIvGE NUT Ironridge XR-100 General Notes: General Notes: (Optional) - Sunmodo Nano Mount are secured to rafters - Sunmodo Nano Mount are secured to plywood decking Install will be done t° Manufacturer Spec �iiiiir @ 72" O.C. in Zone 1, @ 72" O.C in Zone 2e, @48" O.C. in Zone 1 , @ 48" O.C in Zone 2e, �``;E c. c/''%, @ 48" O.C. in Zone 2n, @ 48" O.C. in Zone 2r, @ 24" O.C. in Zone 2n, @ 24" O.C. in Zone 2r Godwin Engineering and 4 8" O.C in Zone 3 e & 4 8" O.C. in Zone 3 r 'n Zone 3 r Design, LLC o:@ @ @ 24 O.C in Zone 3e, & @ 24 O.C. i o e 8378 Foxtail Loop 236o * using 5/16" x 4.75" stainless steel Lag bolts. Pensacola, FL 32526 using (4) #6.3mm x 76.2mm stainless steel Lag bolts. D. Chad Godwin, PE ='o'•, sr OF •`�`�= - Subject roof has One layer. - Subject roof has One layer. Chad@godwineng.com ' - All penetrations are sealed. - Allpenetrations are sealed. �°"A;,� 1 r��i� ii Roof Section Pitch Roof Rafter and Spacing Overhang Notes: , R1 -R3 4/12 2"x4" @ 24 O.C. 21 " Truss SOLAR BEAR 6101 Johns Rd, Ste 8 -Designed as per ASCE7-16 Customer Info: Tampa, FL 33634 Inverter Type: Enphase IQ7-60-2-US 727-471-7442 -Modules mounted flush to roof no higher PV Panel: (35) Silfab-SIL-330NL than 6" above surface. Racking: Iron Ridge XR100 Eric Alvarez Date: 2/17/2021 -Per 2020 FBC, the Roof Mounted PV System Total Wattage: 11,550W 39435 8th Ave Drawn by: ZU will be subject to the following design criteria: Roof Type: Composition Shingles Revised b : Wind Load: 7 to 20 Deg Zephyrhills, FL Rev #: 00 Date: Wind Speed(Vult) - 137mph 3 sec gust, Fastener Type: Use Sunmodo Nano Mounts 33542 Rev Datteo: Exposure Category - B Page: S-2 SOLAR PV SYSTEM EQUIPPED 318 IN MIN.TEXT WITH RAPID SHUTDOWN i I;. _ WARNING. 11 DUAL POWER SUPPLY INVERTER OUTPUT CONNECTION: Enphase Output Ckt Per String TURN RAPID SHUTDOWN S SOURCES:UTILITY GRID AND WITCH T PV SOLAR ELECTRIC SYSTEM DO NOT RELOCATE THIS 3/16 IN MIN.TE THE"OFF"POSITION T ,vP.�, OVERCURRENT DEVICE To Overcurrent Protection Device SHUT DOWN PV SYSTEM AND REDUCE Photovoltaics: AC Max Output Current 16 SHOCK HAZARD IN THE AC Max Output Current * 1.25% 20.0 ARRAY. Enphase (35) SilfbSIL330NL IQ Trunk Cable a - - Q-12-240 p POWER SOURCE OUTPUT CONNECTION: Overcurrent Protection(A) 20 DO NOT RELOCATE THIS OVERCURRENT #12AWG THHN-THWN-2 No. of Current Carrying Cond <4 DEVICE IUL 9703 Inverters: Conductor Gauge(AWG) 10 (35) Enphase IQ7-60-2-US Micro Inverters Enphase Total Output Ckt rto rounding Conductor Circuits: AC Max Output Current 35 be bare#8 Awg (1) circuit of(16)Modules AC Max Output Current * 1.25% 43.8 (1) circuit of(7) Modules Overcurrent Protection(A) 50 NEMA 3R (1) circuit of(12) Modules No. of Current Carrying Cond <4 Junction Box Roof Maximum Inverters Per 20A Circuit (16) Conductor Gauge(AWG) 6 #12 AWG THWN for Home runs under 100' Black Ll 1110 AWG THWN for Home runs over 100' Red-L2 NEC LABEL NOTES: (1)Line I -Green-Ground 1. THE WARNING SIGN(S)OR LABEL(S)SHALL COMPLY (l)Line 2 WITH NEC 110.21(B) Per Circuit 2. LABELS SHALL BE SUITABLE FOR THE ENVIRONMENT #8 AWG THWN WHERE THEY ARE INSTALLED. (l)EGC N. 3. LABELS TO BE A MIN LETTER HEIGHT OF 3/8"AND Inside @ least 3/4"Conduit(tbd on site) Meter PERMANENTLY AFFIXED. 4. LABELS SHALL ALSO COMPLY WITH THE SPECIFIC LQ REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. Main Distribution Panel 150A Main Line Side Tap ARNiNG PHC]TQVOLTA • sa l= RATED AC OUTPUT CURRENT: 35A NOMINAL OPERATING VOLTAGE: 240VAC Manual Lockable Disconnect 60A Service Rated Fused Disconnect `\\`�,l l l l tf���/� Enphase Combiner Box Neutral Dis Ground Bond Godwin Engineering and 1 20A Breaker — — 50A Fuse (1)-Per Circuit Design, LLC p; F ,may 3 Circuits 8378 Foxtail Loop o Disconnect Located Adjacent to Utility Meter Pensacola, FL 32526 =. Solar Combiner Box #6 AWG THWN #6 AWG THWN D. Chad Godwin PE i� + SATE OF #X-IQ-AMI-240 (1)Line I (1)Line I . A (1)Line2 @gg. // - R►DP-�'���\\ (I)Line2 (#8(1)EGC (1)Neutral Chad odwinencom ,/ass/O AL in @ least 3/4"Conduit Typically in cy least 3/4"Conduit Typically In Compliance 2ith NEC 705(D)L.) (l)#8 AWG EGC&GEC Refer to NEC 312.8 for SOLAR BEAR Conditions on taps in switch ,,,+o.,+. . o..uu.••nror..:n. and over current devices Enclosures. 6101 Johns Rd, Ste 8 If the conditions are not met a tap box will System meets the grounding requirements of NEC 690.43 need to be installed. Tampa, FL 33634 Including the label below Note: GEC NOTES Customer Info: 727-471-7442 Provide a grounding electrode system for an -All wiring to meet the 2017 NEC and In Case of Emer enc Call Eric Alvarez ungrounded system per 690.47(C)(3). Date: 2/17/2021 g y Florida electric codes. - GEC must be installed per 250.64 Inverter Type: Drawn by: ZU Enphase IQ7-60-2-US Solar Bear - GEC must be continuous un-spliced or irreversibly spliced from En p Q 60A Disconnect inverter to existing service ground system or continuous from the 39435 8th Ave PV Panel: at 727-471-7442 arrays to the existing service ground system. ReV1Sed b (35) -Type of conduit to be determined - If GEC is not continuous from the array to the existing service ground Zephyrhills, FL Rev #: 00 Silfab-SIL-330NL EC #: EC 13006630 on site by contractor. an additional ground system must be provided from the arrays to a Total Wattage: grounding electrode per 690.47(D) 33542 Rev Date: - GEC must be min#8 AWG and installed in conduit 11,550W Install will be done to Manufacturer Spec - If GEC is not in conduit,it must be#6 min per NEC 690.54 Page: E-1 37'-9" 50'-7" 37'-9 ' Hot Water Heater 15'-7" O IA ° L AAE4 23'-9" 28'-3" 23'-9" R-1 R-2 R-3 # Modules (6) # Modules (17) # Modules (12) Pitch: 18° Pitch: 18° Pitch: 18° Azimuth: 270° Azimuth: 180° Azimuth: 90° 3'-3" Max cantilever is 24" as per manufacturer spec. Zone 1: * 1 * " Plans satisfy zones FBC-1510.7.1 Max Cantilever = Max Span (3)=72 (3)=24 Install will be done to Manufacturer Spec Max cantilever is 24" as per manufacturer spec. Zone 2e: 1 1 Max Cantilever = Max Span * (3)=72��*(3)=24 Godwin Engineering and O:, F •,� Max cantilever is 16" as per manufacturer spec. Design, LLC Zone 2n:Max Cantilever = Max Span (3)=48 *(3)=16 8378 Foxtail Loop Iron Ridge Rail * 1 _ ►� 1 _ �� XR-100 17' 2 Pensacola, FL 32526 r OF Max cantilever is 16" asspec.per manufacturer o • Zone 2r: D. Chad Godwin, PE i �`�. L RtioP 15 Max Cantilever = Max Span * (3)=48"*(3)=16" Chad@godwineng.com Max cantilever is 16" as per manufacturer spec. ���►�� 11� ��y���� Zone 3e: * I _ „* 1 _ „ Max Cantilever = Max Span (3)=48 (3)=16 Max cantilever is 16" as per manufacturer spec. - Splice Bar 10 Zone 3r: * I „* 1 SOLAR BEAR Max Cantilever = Max Span (3)=48 (3)=16 Sunmodo Nano Mounts 51 ........... ............,,,.,.. Iron Ridge UFO's 80 6101 Johns Rd, Ste 8 Iron Ridge Sleeves/End Caps 20 Customer Info: Tampa, FL 33634 Flashed Combiner 3 Inverter Type: Enphase IQ7-60-2-US 727-471-7442 Iron Ridge Ground Lugs 5 PV Panel: (35) Silfab-SIL-330NL Silfab-SIL-330NL 35 Eric Alvarez Date: 2/17/2021 Enphase IQ7-60-2-US 35 Racking: Iron Ridge XR100 60A Fused Disconnect 1 Total Wattage: 11,550W 39435 8th Ave Drawn by: ZU 50A Fuses 2 Roof Type: Composition Shingles Zephyrhills, FL Revised by: 20A Breakers 3 Wind Load: 7 to 20 Deg Rev #: 00 Enphase Combiner Box 1 33542 Fastener Type: Use Sunmodo Nano Mounts Rev Date: Page: S-l A .....:• ..... . • Test Conditions STC NOCT ;;;t;•t�� Module Power(Pmax) WI:, 330 235 • - Maximum power voltage(V max) V 33.3 30.2 Maximum power current(I max) A 9.92 _ Open circuit voltage(Voc) _ V 40.5 36.7 - E5 ' Short circuit current(Isc) A 10.42 8.2 1 1 Module efficiency % _ 19.4 _ SOLAR Maximum system voltage(VDC) _ _ V� 1000 Max series fuse rating A 20 Power Tolerance W 0 to+10 Measurement conditions:STC 1000 W/m2•AM 1.5•Temperature 25°C•NOCT 800 W/mz•AM 1.5•Measurement uncertainty 5 3% •Sun simulator calibration reference modules from Fraunhofer Institute.Electrical characteristics may vary by±5%and power by 0 to+10W. AUT0r1kTFD °nlv�L Temperature Coefficient Isc 0.064%/°C _ Temperature Coefficient Voc _ _• -0.28%/°C Temperature Coefficient Pmax -0.36%/°C NOCT(±2°C) 46°C ooerating temperature -40/+85°C INDUSTRY LEADING WARRANTY .. ' All our products include an industry ■ a leading 25-year product workmanship Module weight _ 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 66.9 in x 39.4 in x 1.5 in Maximum surface load(wind/snow)* 4000 Pa rear load/5400 Pa front load N/m2 83,51112.81b/ftA2 35+ YEARS OF SOLAR INNOVATION Hail impact resistance o 25 mm at 83 km/h ol in at 51.6 mph 60-Si mono PERC-5 busbar 66-5 mono PERC-5 busbar Leveraging over 35+years of worldwide Cells 158.75 x 158.75 mm 6.25-x 6.25 Inch experience in the solar industry,Silfab Glass 3.2 mm high transmittance,tempered,DSMI0.126 in high transmittance,tempered,DSM is dedicated to superior manufacturing anthr fl�cty coat!ng aiiti retlectiv2 Qtating Cables and connectors(refer to installation manual) 1200 mm,05.7 mm,MC4 from Staubli 47.2 in,00.22 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) _ solar innovation. Bypass diodes 3 diodes-30SQ045T(45V max DC blockingvoltage,30A max forward rectified current) - unction Box UL 3730 Certified,IEC 62790 Certified,IP67 rated NORTH AMERICAN QUALITY Silfab is the leading automated solar Module product workmanship warranty 25 years** - _ _ module manufacturer in North America. power performance guarantee th 30 years m o Linear ≥97,1%end 1 year ≥91.6%end.12 year ≥85.1%end 25 year ≥82.6%end 30 year IN Utilizing premium quality materials and _ J.fi '.l_.nss,ssxI In strict quality control management to deliver ULC ORD C1703,UL1 703,CEC listed***,UL 61215-11-1-11-2,UL 61730-11-2,IEC 61215-1/- the highest efficiency,premium quality Product 1-1/-2***.IEC 61730-1/-2***,CSA C22.2#61730-1/-2***,IEC 62716 Ammonia Corrosion; PV modules. IEC61701:2011 Salt Mist Corrosion Certifed,UL Fire Rating:Type 2 Factory ISO9001:2015 _ iii Modules Per Pallet:26 Effvs.Irr Performance SL-330 NL Pallets Per Truck:36 ••••••«••••••••••.. 10°c iii Modules Per Truck:936 20 ' I`l *A Warning.Read the Safety and Installation Manual 19 25°C '" for mounting specifications and before handling 4o^c installing and operating modules. 18 • **12 year extendable to 25 years subject to regis- 17 55°c • • . • tration and conditions outlined under"Warranty'at 70°C www.silfabsolar.com. 16 , e • • - -■. • • 11 • _ ***Certification and CEC listing in progress.August S 1 s 1 2020 expected completion date for CEC listing,IEC m • -• .. •. - -.. • ■ •' •. . ■ 61730/61215 and CSA C22.2#61730-1/-2 14 ' g ! : 1hiF • . . Third-party generated pan files from Fraunhofer-IuI • - r • Institute for Solar Energy Systems ISE are available E 1 r ! for download at:www I 1 I L[,.1 .silfabsolar.com/downloads 120 200 400 600 a00 1000 I t • • • _ c • • r ' • Irradiance(W/m') c . e'L .�,ar i2eanl • ■. • • •111` • r • • r • r� a�t+a. a . . .. .. . EE• gDrarwtbSilfab Solar I nc. `!__ _____ii 33.,, ml •240 Courtneypark Drive East L 33ri10s0 ml - J• , •. • nada Z :1• S % Tel+1 905-255-2501 1 Fax+1 905-696-0267• info@silfabsolar.com I www.silfabsolar.com z ri © ® Silfab Solar Inc. x2020 TOP PERFORMER d 800 Cornwall Ave I ev i I Bellingham WA 98225 USA py MODULE NNGL Tel+1 360-569-4733 RELIABILITY SCORECARD Data Sheet Enphase IQ 7 and IQ 7+ Microinverters Enphase Microinverters Region:AMERICAS INPUT DATA(DC) IQ7-60-2-US/IQ7-60-B-US IQ7PLUS-72-2-US/IQ7PLUS-72-B-US Commonly used module pairings' 235W-350W+ 235 W-440W+ Module compatibility 60-cell PV modules only 60-cell and 72-cell PV modules Maximum input DC voltage r,i,`. Peak power tracking voltage 27 V-37 V 27 V-45 V Operating range +6 V•48V 16 V-60 V Min/Max start voltage 22 V/48 V 22 V/GO V Max DC short circuit current(module Ise) 15A 15A The high-powered smart grid-ready Overvoltage class DC port II II Enphase Enphase IQ 7 MicroTM and Enphase IQ 7+ Micro" DC port backfeed current 0 A n Q 7 and I Q 7+ dramatically simplify li the installation p rocess while PV array configuration 1 x 1 ungrounded array;No additional OC side protection required; AC side protection requires max 20A per branch circuit achieving the highest system efficiency. OUTPUT DATA(AC) IQ 7 Microinverter IQ7+Microinverter Microinverters 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/range 24t1 Vi 1 208 v/ 240 V/ 208V/ 211-264 V 183-229 V 211-264 V 183-229V IQ Envoy , Enphase IQ Battery1M, and the Enphase Maximum continuous output current 1.0 A(240 V) 1.15 A(208 V) 1.21A(240V) 1.39 A(208 V) EnlightenTM monitoring and analysis software. Nominal freq�iency 60 Hz 60 Hz Extended frequency range 47-68 Hz 41-68 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 circuit' 16(240 VAC) 13(208 VAC) 13(240 VAC) 11 (208 VAC) Overvoltage class AC port III undergo over a million hours of power-on testing, 0 AC port backfeed current 0 A 0 A enabling Enphase to provide an industry-leading Power factor setting 1 t! 1.0 warranty of up to 25 years. Power factor(adjustable) 0.7 leading...0.7'lagging 0.7 leading...07lagging EFFICIENCY @240 V @208 V @240 V @208 V fi Peak CEC efcienev c . 9t- GEC weighted efficiency 97.0% 97.0% 97,0% 97.0% MECHANICAL DATA Ambient temperature range -40°C tc'+65°C Relative humidity range 496 to 100%(condensing) Easy to Install Connector type(IQ7-60.2-US&IQ7PLUS-72-2-US) MC4(or Amphenol H4 UT?with additional Q-DCC-5 adapter) Connector type(IQ7-60-B-US&IQ7PLUS72-8-US) Friends PV2(MC4 intermateable), Lightweight and simple Adaptors for modules with MC4 or UTX connectors: • -PV2 to MC4;order ECA-S20-S22 Faster installation with improved,lighter two-wire cabling PV2 to UTX,order ECA-S20-S25 • Built-in rapid shutdown compliant(NEC 2014&2017) Dimensions(WxHxOl 212 mm x 175 mm x 30.2 mm(without bracket) Weight 1.08 kg(2.38 Ibs) Productive and Reliable coofirtt, Natural convection-No far-.. 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 It double-insulated,corrosion resistant polymeric enclosure • Class II double-insulated enclosure Environmental category UV exposure rating NEMA Type 6/outdoor • UL listed FEATURES Gomm Power Line t,ommunicatlon(PLC j �� Monitoring Enlighten Manager and MyEnlighten monitoring options. j 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 load-break �lA�f Complies with advanced grid support,voltage and disconnect required by NEC r,90. r c..r ' ; • frequency ride-through requirements Compliance CA Rule 21 (UL 1741-SA) • Remotely updates to respond to changing UL 62109-1,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.Seethe compatibility calculator at https://enphase.com/en-us/supPort/module-camPatibilitY. com/en-uslsiipport/module-com atibility, 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. EN PHASE. To learn more about Enphase offerings,visit enphase.com EN PHASE. To learn more about Enphase offerings,visit enphase.com V ©2018 Enphase Energy.All rights reserved.All trademarks or brands used are the property of Enphase Energy,Inc. 2018-05-24 IRONRIDGE 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 design loads, while minimizing material costs. Depending on your location, there is an XR Rail to match. Solar IS Not Always Sunny Over their lifetime, solar panels experience countless extreme weather events. Not just the worst storms in years, ------ A but the worst storms in 40 years. High winds capable of ripping panels from a roof, and snowfalls weighing ' f- VV enough to buckle!a panel frame. XR Rails are the structural backbone preventing XR10 XR100 XR1000 these results. They resist uplift, protect against buckling and safely and efficiently XR1 0 is a sleek,low-profile mounting XR1 00 is the ultimate residential XR1 000 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 capability no snow.It achieves 6 foot spans,while wind and snow conditions,while also extreme climates and spans up to 12 Thee requires fewer roof spanning capability remaining light and economical. maximizing spans up to 8 feet. feet for commercial applications. attareducing 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 Clear&black anodized finish Clear&black anodized finish • Clear anodized finish of installation time. Internal splices available Internal splices available Internal splices available Rail Selection 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. ■ 3 t Force-Stabilizing Curve 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 XR100 XR1000 spa cally_designed to increase strength in both directions while resisting the twisting.This unique 160 feature ensures greater security during extreme weather and a longer system lifetime. 100 I 120 10-20 140 160 100 30 160 Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials - XR Rails are IronRidge otters All XR Rails are made of 6000-series 40 compatible with a range of tilt leg r aluminum alloy,then protected with an 1.60 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 + 80-90 160