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HomeMy WebLinkAbout21-1529 to y a r nim`itis City of Ze h rhilis � � PERMIT-,NUMBER ,. ! 5335 Eighth Street Zephyrhills, FL 33542 ELCMISC-00'1629-2021 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 03/08/2021 Permit Type: Electric Service Replacement/Misc Property Number Street Address 1126 21 001013200 0110 38245 6Th Avenue Owner Information Permit Information . Contractor Information Name: DAVID RODRIGUEZ Permit Type:Electric Service Replacement/M Contractor: SOLAR BEAR LLC Class of Work:Add/Alter Residential Address: 38245 6Th St Building Valuation:$1.00 ZEPHYRHILLS,FL 33541 Electrical Valuation:$47,884.00 Phone: (787)630-1520 Mechanical Valuation: Plumbing Valuation: Total Valuation:$47,885.00 Total Fees:$509.13 Amount Paid:$509.13 Date Paid:3/8/2021 11:37:35AM Project Description INSTALLATION ROOF MOUNT SOLAR PV SYSTEM W/PANEL UGRADE Application Fees Electrical Plan Review Fee $139.71 Building Permit Fee $45.00 Building Valuation Fee $45.00 Electrical Permit Fee $279.42 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 7L? �&9 - 43 8 is 1 l l a 1 1.1 [R a 1 1 Owner's Name DAVID MALDONADO Owner Phone Number (787)630-1520 Owner's Address 38245 6TH AVEZEPHYRHILLS,FL 33541 Owner Phone Number (787)221-9386 Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 382456THAVE ZEPHYRHILLS,FL33541 LOT# 10 SUBDIVISION ZEPHYRHILLSPB 1 PG 54 LOTS 11&12 PARCEL ID# 1 1-26-21-001 0-1 3200-01 1 0 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL = DESCRIPTION OF WORK ROOF MOUNTED SOLAR PVSYSTEM INSTALLATION-14.1 9KW,SERVICE PANEL UPGRADETO 200 AMP BUILDING SIZE I SQ FOOTAGE HEIGHT =BUILDING $ VALUATION OF TOTAL CONSTRUCTI $47,884.00 =ELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY = W.R.E.C. 15-70 =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING = SPECIALTY = OTHER /�G ✓ FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDERFA;� 6 COMPANY SOLAR BEAR LLC SIGNATURE REGISTERED Y/N FEE CURREN Y/N 6101 JOHNS ROAD,SUITE8,TAMPAFL33634 EC13006630 Address License# PLE TRICIAN COMPANY S ATURE REGISTERED Y/N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN Address License# ll.11llllllil_till!'!/l.l.11l.IllllillllllLl.11ll.11illl.lilillllllllilllll'il.li 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,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionsHarge 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/Sllt 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.(A/C upgrades over$7500) Agent(for the contractor)or Power of Aftomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) n 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 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 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 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 I,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner'',I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks, US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone'V'unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically included in the application.A 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) CC OWNER OR AGENT CONTRACTOR AL— Subscribed and sworn to(or affirmed)before me this Subscribed and sworn too(or affirmed)bef Who istare personally known to me or has/have produced Who is/are personally known to me or has/have prod d as identification. D/i yQss LIC&ftsiL as identification. Notary Public AR=� ,I Notary Public ' Commission No. Co sion o. _ 91f 160"D I hoc Tr�bo its Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped Joseph Trlbou Notary Public,State of.Florida My Commission Expires 12/07/2024 Commission No.HH 69907 DocuSign Envelope ID:OA4OD8C8-C3B9-41D8-8F30-C137F688885A i e (�gg`SS L a csmcxruc c conucsu�c ccnacxacs SOLAR BEAR LLC 6101 Johns Road,Suite 8,Tampa,FL 33634 Your Solar Solutions Provider (727)471-7442 W W W.O U RSOLARBEAR.CO M EC13006630 SOLAR HOME IMPROVEMENT AGREEMENT DATE: CUSTOMER NAME(hereinafter,the"Customer") 11/25/2020 David Maldonado and Graciela valcarcel ADDRESS: 38245 6th Avenue CITY,STATE,ZIP: zephyrhills,Florida 33542 HOME PHONE NUMBER: WORK PHONE NUMBER: MOBILE PHONE NUMBER: (787) 221-9386 (787) 221-9386 EMAIL` david.tnaldonador@gsa.gov 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 a NOD 3. Does the customer understand the ITC 22%TAX CREDIT is based on their taxable income? YES ED NO El 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) 14.19 KW 20427 KWH ANNUALLY 14.19 KW 20427 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: 47884 may have taken place. D s a ny: ❑x Check Here If Any Portion of the project Sign �J Total System Cost is Financed. 11/25/2020 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: Deposit Due Today: $ 0 Balance to be Financed:$ 47884 NOTICE OF RIGHTTO CANCELTHIS IS A LEGAL BINDING AGREEMENT AND YOU MAY ONLY CANCELTHIS AGREEMENT PRIOR TO MIDNIGHT OF THETHIRD BUSINESS DAY AFTER THE DATEYOU SIGN THIS AGREEMENT.TO CANCEL THIS AGREEMENT,PLEASE SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT.THANK YOU FOR YOUR ALLOWING US TO SERVE YOUI I`hl 11/25/2020 Customer Signature: Date: D«vsyv�a er 11/25/2020 Customer Signature: ?1WJ" —tkA.K.j Date: Dowsip.s d cmix o nDs. 11/25/2020 Representative: ,7asow 136y6wslu Date: INSTR#2021013614 OR BK 1 0262 PG 3549 Page if 1 01/22/2021 09:39 AM Rcpt:2251675 Rec:10.00 IDS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,•Pasco County Clerk&Comptroller PREPARED BY:SHEILA MOYA 6101 JOHNS RD, SUITE 8,TAMPA FL 33634 Permit Number Parcel ID Number 55! 00—n)1 d NOTICE OF COMMENCEMENT Slate of Florida ��� r, ,,f� .,,,:;,,�,U,,,,c�,•.•r1,o�e,:m,rt,„., �, , County ai J THE UNDERSIGNED hereb Alves notice that Improvements will be made to certain real property,and In accordance with Section 713.13 of the Florida Sialules,the lollowtng Information Is provided In this NOTICE OF COMMENCEMENT. 1.08scriptlon of property(legal descrl flon): LS P Q "U s I 1 +a+ 504 N 1 2 I o r )O a)Street IVA Address: S e (('S! L 2.General description of Improvements: INSTALL SOLAR PV SYtTEW 3.Owner Information or Lessee Inform tion 11 a Lessee contracted for the 1 rovement: a)Name and address: (--i(�(,ir tea �( are,�! -�BZ45 L,-hh b)Name and address of fee simple titleholder(it different than Owner listed above) N/A c)Interest In property. 100% 4-Contractor Information a)Name and address: NORMAN PURKEY•SOLAR BEAR LLC-6101 JOHNS RD STE 8 TAMPA FL 33634 b)Telephone No.: 727.471.7442 Fax No-(optionQ 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: t 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.:(opttonal) 8a.ln addition to himself or herself,Owner designates wA of to receive a copy of the Uenors Notice as provided In Section 713.13(1)(b),Florida Statutes. b)Phone Number of Person or entity designated by Owner. 9.Expiration dale of notice of commencement(the explratlon date may not be before the completion of construction and final payment to the contractor,but will be 1 ear 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 1,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of per)ury,I declare that I have read the foregoing notice of commencement and that the lasts stated therein are true to the best of my knowledge and b ef. ( r �c¢r prudes of Owner or Lessee,or Ownefs of Losses(Authat ed 0MC9 lDYe »heNM>Ittseer) (Pant Ne a AM Provide Sgnswys P lerOmcq e 1 repoing Inns)rume1l11 wa acknowled ed before me this �_ day of ( I\ya,f Lj ,20 by VQ�rC -CAI as (type of uMalry,e.p.oQce hutee,annoy h hcq for ,as (Nemo of Pofw) type or auftmy,...e 9.oreoer,trust",anamey to bet) for (name of parry on behalf of whom Instrument was executed). Personally Known ❑ Produced ID Q -(- Type of ID DL Notary Signature ._L_ '%. �—� & �r Print name^� In n t H •:s OMMRA(VAM y1s MYCOMMISS10N#003wo ,J O IAmch19,202s Bdtded Thu do fstY l�l0 lhtdstAef� httpsl/mail.google.com/maiVu/5/7tab=wm&ogbf&zx=pug6fvtuyuvn#inbox/KtbxLzGcFBrNDTWmgvCzLCFfZ 1/1 GODWIN ENGINEERING AND DESIGN, LLC 8378 Foxtail Loop,Pensacola,FL 32526 1(850)712-4219 1 chad@godwineng.com November January 12,2021 To: City of Zephyrhills Building Department 5335 8th Street Zephyrhills,FL 33542 Re: Maldonado—Residential PV Roof Mount Installation 38245 6th Avenue 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: 202o Florida Building Code 7t'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(Vwt)- 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.1/2"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 the RT mini mounts.The attachments can be attached up to 72"apart and 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, �`4",O\E C. D.Chad Godwin,PE 81360 Exp.02/28/2021 •• ,o •Z� s � 1 O '•• 'S TeOF: iFirS' �RIDA.G`���� NAL Hillllll\��� SYMBOL VALUE UNIT BUILDING DESIGN PROPERTIES V 140 ; mph Figure 26.5-SC,page 249a BASIC WIND SPEED g >7 to 27 degrees ROOF PITCH h 15 4' ft MEAN ROOF HEIGHT ft a 4 ROOF SETBACK ADJUSTMENT FACTOR FOR BUILDING 1 100 Figure 30.5-1,pg 347 HEIGHT AND EXPOSURE K -:1 Figure 26.8-1,pg 252 TOPiGRAPHiCAL FACTOR B y EXPOSURE sf EFFECTIVE WIND AREA 10 ZONE ZONE2 ZONE REFERENCE:ASCE 7•10 VARIABLE DESCRIPTION SYMBOL VALUE VALUE VALUE UNIT -32.3 -56.2 _-83.1 psf Figure 30.5-1,pg 346 NET DESIGN WIND PRESSURE(UPLIFT) PMao -. _ NET DESIGN WIND PRESSURE(DOWN) Pn,u Calculattion:iom PM!„v=X x Ko ``20.3 20:3 d0:3 psf Figure ,pg 34 „ •3230 -56.20 -83.10 psf nx Per3a NET DESIGN WIND PRESSURE(UP) P„a!ua 20.30 20.30 20.30 psf Calculation:P.,da.n=7 x K,,x P,uoa NET DESIGN WIND PRESSURE(DOWN) Pm:down SYMBOL VALUE VALUE VALUE UNIT DESCRIPTION D 3 3.._ 3 psf DEAD LOAD B0 30 psf raleuiation:Ptleasn= SNOW LOAD S 30 DESIGN WAND LOAD W -32.30 -56.20 -83.10 psf D+SQRT(0.6)W(asd) p •22.?0 33 33 33 psf-41.21 -62.05 psf ASD DESIGN LOAD(UPLIFr) a,*:a. Calculation:Pa,4sn=1.0D+1.0S DOWNFORCE CASE 1 Pd,nan 23.30 23.30 23.30 psf Calculatlon:Pd,ve I.OD+1.OW DOWNFORCE CASE 2 Pd,00. 40.73 40.73 40.73 psf Calculation:p.,¢ =S.OD+0.75S+0.75W DOWNFORCE CASE Paesisn DESIGN(ACTORS&CALCULATIONS FOR THE USE OF L-FOOT TO ROOF TRUSS DESCRIPTION SYMBOL VALUE VALUE VALUE UNIT CW18 42 ft MODULE LENGTH B25 ft MODULE WIDTH DESIGN LOAD PER MODULE T .44 -1092.25 Ibs Caiculation:T=Area a,n,m„znn,v,lmw DISTRIBUTED LOAD(UPLIFT) w1.61 -168.04 Of Calculatlon:w=T/Ha2 DISTRIBUTED LOAD(DOWNFORCE) w7.86 37.86 pif Calculatlon:w=Pe/2 RAIL SPAN BETWEEN ANCHORS POINTS L 2. '`.2 ft assvm,aza3:ve..w• POINT LOAD(UPUFr) R 3.21 -336.08 Ibs Calculation:R=PLB/2a�umelzaa+v,!!a. POINT LOAD(DOWNFORCE) R5.73 75.73 Ibs Calculation:R=PLB/2 L-FOOT CONNECTED BY WOOD SCREW 0.5 0.5 Table 11.2A,NDS 2005,page 68(Southern Pine) Specific Gravity,Rafter G 5 2. Min.Oia.of Lag Screw,1/4 D 2 225 25 in 2 Pullout Value of W 25 25 25 Ibs/in W=1800 G"D3Ja 2 2 2 #of Lag screws T 175 175 1.75 In Table 1-2,2,NDS 2005 a Thread Length W,=W•#of tags a7d Design Pullout Value per Mount Wr 787.5 787.5 787.5 Calculation:SF=WvR(Uplift) SAFTEY FACTOR SF 2.14 3.53 2.34 : rvlzrwrcaa,k�at t.rad�.•m,ra�n,p„lt,imx pry„�,II1vt1Kal�YaM),.�Alr�A 1,1.Ml an'ndhnA e,fiZ+Q1 i . (tA•u,y1 f hu,JawlS,wn,gtla+J roH', flat hoot ►rW Noot(r-<•s 3r7 Gallo Raer(0dr) Gabib Roef(7•<�S Ji`) ` `j �• ya^ 4�cENSF E OF [-"j rowasorZones .o.,.r...rw.u.7.ws w+.rw.r I�1 , LORtOP•'�`'`'�� y„_aucwret.r.w.o*m++�Fs•a3.l,.d prs,.sno-..,,oaa+a v,l. "����,\� I# Ground Access Point --- R-2 --- # Modules (9) Pitch: 26° Azimuth: 335° Inverter Type: Enphase IQ7 PV Panel: (43)Silfab-SIL-330NL I Racking: Iron Ridge r Total Wattage: 14,190W 1 Roof Type: Composition Shingles Wind Load: 20 to 27 Deg Fastener Type: Use Sunmodo Nanomount !� yp Utility Meter - / / 3' Access Pathway Sheet Index -COGEN Disconnect /� / - / f /� / Located adjacent to S-1 Cover Sheet/Site Plan Utility meter 1 r r rj _ Err r Tl'� it � p t S-2 Detail G - }} E-1 One-Line f: r n F� } 1 ALL WORK SHALL COMPLY WITH _. 1 C _ PhE1(AILING t r . -. � . CODES FLORIDA BUILDING CODE, S-lA Mounting Plan — r =� NATIONAL ELECTRIC CODE • � , / n j E . M AND THE CITY OF ZEPHYRHILLS / � ' t T. ORDINANCES General Notes: -Enphase IQ7 Micro Inverters are located on roof behind each module. 'REVIEW-First responder access maintained and CITYlaT� from adjacent roof. R_1 p�� ®FERHYRHIL S 31� -Wire run from array to connection is 40 feet. # Modules (34) EXAMINER Pitch: 26° 5l-7 Azimuth: 155° t. Layout Subject to Change Based on Site Conditions Ground Access Point • Y(M_eY L f Cp.Y{Ni IAY{• 6101 Johns Rd, Ste 8 T Godwin Engineering and `a�OO,. +cENs�•,,y% Tampa, FL 33634 FRO 1m OF HOUSE 8378 Foxtail Loop ; 727-471-7442 System meets the requirements of NFPA 70th Edition,Chapter 11.12 Install will be done to Manufacturer Spec Pensacola, FL 32526 -70 rATE OF �y�� Meets All Editions of Florida Fire Prevention Code 6th Edition Customer Info: D. Chad Godwin,PE �'��• (ORIpP,.������ Legend �� Chimney Chad@godwineng.com � /'�NAL 0\ First responder access yoZ Satellite Utility Meter Vent Pipe Represents all Fire Clearance 1st Responder Access David Maldonado Date: 1/12/2021 ]II4 PV Disconnect including Alternative methods minimum of 36 unobstructed as per 38245 6th Ave D b DB Section R324 of the 2018 IRC rawn Y:• b . 2020 FL Residential Code & FBC, 7th Edition (2018 International Residential Code -2nd Printing ZephyY'hills, FL Revised 0 modified by the FL Building Standards , 2018 International Energy Conservation Code, 33511 Rev #: 00 e: Rev Date: City of Zephyrhills Code, 2017 National Electric Code. Page: —1 Compass for Aerial Solar Module HEX HEA BOLT _16 [Y 3-5/8 =L.b:NGE Nt?T " 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 to Manufacturer Spec 72" O.C. in Zone 1, 72" O.C in Zone 2e, 60" @@@ O.C. in Zone 1, @ 60" O.C in Zone 2e, 72" 72" in Zone 2r, 36" 36" Godwin Engineering and @ O.C. in Zone 2n, @ O.C. o e @ O.C. in Zone 2n, @ O.C. in Zone 2r, ,y 72" O.C in Zone 3e, & 48" O.C. in Zone 3r36" 837Des8 Fgn, LLC �; $ @ 5" @ @ O.C in Zone 3e, & @ 24" O.C. in Zone 3r 8378 Foxtail Loop using 5/16" x stainless steel Lag bolts. using (4) #6.3mm x 76.2mm stainless steel Lag bolts. Pensacola, FL 32526 ; o•, STA OF ;Jam; layer. D. Chad Godwin, PE - Subject roof has One layer. - Subject roof has One la penetrations are sealed. - y Chad@godwineng.com - All pAll penetrations are sealed. Roof Section Pitch Roof Rafter and Spacing Overhang Notes: Rl 6/12 2"x4" @24 O.C. 12" Truss �V`HR 6101 Johns Rd, Ste 8 Customer Info: Designed as per ASCE7-16 Inverter Type: Enphase IQ7 Tampa, FL 33634 PV Panel: (43) Silfab-SIL-330NL 727-471-7442 Racking: Iron Ridge David Maldonado Date: 1/12/2021 Total Wattage: 14,190W 38245 6th Ave Drawn by: DB Modules mounted flush to roof Roof Type: Composition Shingles Zephyrhills, FL Revised by: no hi her than 6" above surface. Wind Load: 20 to 27 Deg Rev #: 00 g Fastener Type: Use Sunmodo Nanomount 3 3 511 Rev Date: Page: S-2 SOLAR PV SYSTEM EQUIPPED 318 IN MIN.TEXT WITH RAPID SHUTDOWN WARNING' WARNING: DUAL POWER SUPPLY INVERTER OUTPUT CONNECTION: Enphase Output Ckt Per String SHUTDOWN SWITCH T TURN RAPID SOURCES:UTILITY GRID AND DO NOT RELOCATE THIS PV SOLAR ELECTRIC SYSTEM 3/16 IN MIN.TE THE"OFF"POSITION T "a% OVERCURRENT DEVICE ToOvercurrent Protection Device SHUT DOWN PV SYSTEM AND REDUCE Photovoltaics: Max Output Current 15 SHOCK HAZARD IN THE AC Max Output Current * 1.25% 1 8.8 ARRAY. ! WARNING ! Enphase IQ Trunk Cable (43) Silfab-SIL-330NL POWER SOURCE OUTPUT CONNECTION: `�-12-240 Overcurrent Protection(A) 20 DO NOT RELOCATE THIS OVERCURRENT #12AWG THHN-THWN-2 No. of Current Carrying Cond <4 DEVICE UL 9703 Inverters: Conductor Gauge (AWG) 10 rtriOLTAIC SY R s " n' (43) Enphase IQ7 Micro Inverters Enphase Total Output Ckt WARNue:r Grounding Conductor Circuits: AC Max Output ut Current 43 D€OlCATED9O tRPANrr.L to be bare#8 Awg (2) circuits of(14) Modules AC Max Output Current * 1.25% 53.8 NOT.CONNECT ANY OTHER (1) circuit of(15) Modules Overcurrent Protection(A) 60 NEMA 3R 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 #10 AWG THWN for Home runs over 100' 1 Red-L2 (1)Line 1 NEC LABEL NOTES: 1)Line 2 Green-Ground 1. THE WARNING SIGN(S)OR LABEL(S)SHALL COMPLY Per Circuit WITH NEC 110.21(B) 2. LABELS SHALL BE SUITABLE FOR THE ENVIRONMENT #8 AWG THWN WHERE THEY ARE INSTALLED. (1)EGC - - -- - 3. LABELS TO BE A MIN LETTER HEIGHT OF 3/8"AND Inside @ least 3/4"Conduit(tbd on site) WARHI�Li PERMANENTLY AFFIXED. E4ECTRICSHOCKHA?ARAI Meter 4- LABELS SHALL ALSO COMPLY WITH THE SPECIFIC h0TTOUCHT5R1"IINAI:S- JURISDICTION. REQUIREMENTS OF THE AUTHORITY HAVING LINE Alto 1�E li W Main Distribution Panel 150A Main Line Side Tap RNING:PHOTOVOLT POWER SOUR0 RATED AC OUTPUT CURRENT: 50A NOMINAL OPERATING VOLTAGE: 240VAC Manual Lockable Disconnect 60A Service Rated fli Fused Disconnect ````1111 111 111,,, J,1,, Enphase Combiner Box NenAc Disconnect ond � 60A Fuse Godwin Engineering and (1)-20A Breaker Design, LLC Per Circuit g i 3 Circuits 8378 Foxtail Loop __= N Located Adjacent to Utility Meter Pensacola, FL 32526 ' Disconnect Solar Combiner Box #6 AWG THWN #6 AWG THWN D. Chad Godwin PE O,` STA OF #x-IQ-AMI-zoo (1,Line 1 (1)Line 1 Chad@godwineng.com /����s�'�� oP' 1 Line 2 in(1 Neutral (1)Line 2 (1)Neutral #8(1)EGC in least 3/4"Conduit Typically in @ least 3/4"Conduit Typically In Compliance with @ YP y NEC 705(D)(2) L )#8 AWG EGC&GEC Refer to NEC 312.8 for Conditions on taps in switch and over current devices I Enclosures. If the conditions are not I 6101 Johns Rd, Ste 8 meta 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 ungrounded system per 690.47(C)(3). Date: 1/12/2021 In Case of Emergency Call Florida electric codes. - GEC must be installed per 250.64 David Maldonado Inverter Type: GEC must be continuous un-spliced or irreversibly spliced from Drawn by: DB Enphase IQ7 Solar Bear 60A Disconnect inverter to existing service ground system or continuous from the 3 8245 6th Ave PV Panel: at 727-471-7442 -Type of conduit to be determined arras to the existing service ground system. Revised b - If GEC is not continuous from the array to the existing service ground Zephyrhills, FL (43) EC #: EC 13 006630 on site by contractor, an additional ground system must be provided from the arrays to a Rev #: 00 Silfab SIL-L-330NL grounding electrode per 690.47(D) 335 11 Rev Date: Total Wattage: - GEC must be min#8 AWG and installed in conduit Page: �_1 14,190W a Install will be done to Manufacturer Spec - If GEC is not in conduit,it must be#6 min per NEC 690.54 g - - 7O1-611 7Or-6rr a - I __ — r i1 - t i 7DD r15 -11rr .a 15r-11n , . �_ � � � � . - 511-711 R-1 R-2 # Modules (34) # Modules (9) Pitch: 26° Pitch: 26° Azimuth: 155° Azimuth: 335° 3,.. 3,,_-.- Max cantilever is 24" as per manufacturer spec. 5, 7" Zone 1• �- Max Cantilever = Max Span * (3)=72"*(3)=24" Plans satisfy zones FBC-1510.7.1 Install will be done to Manufacturer Spec Max cantilever is 24" as per manufacturer spec. Zone 2e: 1 I `���111111 Ulll���� * Max Cantilever = Max Span (3)=72„*(3)=24" ``��� Max cantilever is 24" as per manufacturer spec. Godwin Engineeri ng and `Qp,, cEN Zone 2n: Design, LLC Max Cantilever = Max Span * (3)=72"*(3)=24" 8378 Foxtail Loop Iron Ridge Rail Max cantilever is 24" as per manufacturer spec. Pensacola, FL 32526 $ TE of XR-100 17' 8 Zone 2r: I I _ D. Chad Godwin, PE ����`11, toR10P '+ Max Cantilever = Max Span * (3)=72I,*(3)-24 Chad@godwineng.com Max cantilever is 24" as per manufacturer spec. ii��oNA;,,`�� ! 12 Zone 3e: Max Cantilever = Max Span * (3)=72"*(3)=24" Splice Bar 12 Max cantilever is 16" as per manufacturer spec. Sunmodo Nano Rafter Mount Sg Zone 3r: Iron Ridge UFO's 94 Max Cantilever = Max Span * c3)=48"*(3)=16" SOLAR1.... EAR Iron Ridge Sleeves/End Caps 16 6101 Johns Rd Ste 8 Flashed Combiner 1 Customer Info: ' Tampa Iron Ridge Ground Lugs 4 Inverter Type: Enphase IQ7 , 33634 Silfab-SIL-330NL 43 PV Panel: (43) Silfab-SIL-330NL 727-471-7442 Enphase IQ7 43 Racking: Iron Ridge David Maldonado Date: 1/12/2021 60A Fused Disconnect 1 Total Wattage: 14,190W 38245 6th Ave Drawn by: DB 60A Fuses 2 20A Breakers Roof Type: Composition Shingles Zephyrhills,hills FL Revised by: 3 Wind Load: 20 to 27 Deg Rev #: 00 Enphase Combiner Box 1 33511 Fastener Type: Use Sunmodo Nanomount Rev Date: Page: S-l A 1 ..... . .....•.`� Test Conditions STC NOCT Module Power(Pmax) Wp 330 235 • Maximum owervolta a max) V 33.3 30.2 _ Maximum power current(I max) A 9.92 7.8 - Open circuit voltage(Voc) V 40.5 36.7 Short circuit current(Isc) A 10.42 — 8.2 ' Module efficiency 46 19.4 - — - 17.3 - ti 111 fa Maximums stem voltage(VDC) I V 1000 — li — SOLAR 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/m5•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. •t, ONV•GL 0.064%/°C eutoalrvTeo to Tem erature Coefficient Isc Temperature Coefficient Voc - -0.28%/°C - — Temperature Coefficient Pmax NOCT(±2°C) 46°C — Operating temperature -40/+85°C INDUSTRY LEADING WARRANTY .. ' All our products include an industry ■ ■ leading 25-year product workmanship Module weight 18.6 kg t0.2 kgIF1 I • 41 t0.4 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 Maximum surface load(wind/snow)* 4000 Pa rear load/5400 Pa front load N/m2 83.5/112.8 lb/ftA2 35+YEARS OF SOLAR INNOVATION Hail im act resistance e 25mm at 83 km/h f el in at 51.6 mph Cells 6 - 00 5i mono PERC5 busbar 60-Si mono PERC-5 busbar Leveraging over 35+years of worldwide 1-8.75 x 18.75 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 anrj e lective coating nti-reflective coating p Cables_and connectors(referto installation manual) 1200 mm,e5.7 mm,MC4 from Staubli 47.2 in,l0 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) _— solar innovation. pass diodes 3 diodes-30SQ045T(45V max DC blocking voltage,30A maxforward rectified current)_ unction Box UL 3730 Certified,IEC 62790 Certified,IP67 rated NORTH AMERICAN QUALITY Silfab is the leadin automated solar Module product workmanship warranty 25 years** g 30 years _ _ module manufacturer in North America. Linear power performance guarantee ≥97.1%end 1St ear ≥91.6%end 12"'year'≥85.1%end 25th year ≥82.6%end 30th year Utilizing premium quality materials and III. =4 r.<2. I��?r _ — — strict quality control management to deliver ULC ORD C1703,UL1 703,CEC listed***,UL 61215-1/-1-1/-2,UL 61730-1/-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 o Factory _— ISO9001:2015 8 ° e■i Modules Per Pallet 26 Effvs.Irr Performance SIL-330 NL Pallets Per Truck:36 •�- 10°C iii Modules Per Truck:936 20 1.5(30mm) 25°C *A Warning.Read the Safety and Installation Manual 19 *�•• • .- 1i a for mounting specifications and before handling, 40°C installing and operating modules. 18 **12 year extendable to 25 years subject to regis- — ! �P N 17 55°c . , , . . . • . , . tration and conditions outlined under"Warranty'at .� 70°C www.silfabsolar.com. ***Certification and CEC listing in progress.August a 15 2020 expected completion date for CEC listing,IEC S • • + • .• r . • - . •• • a • 61730/61215 and CSA C22.2#61730-1/-2 g° 1a ' • • . . . • . • a . •a .- Third-party generated pan files from Fraunhofer- 13 - $ Institute for Solar Energy Systems ISE are available rE - • • for download at:www.silfabsolar.com/downloads 12 � 0 200 40o 600 s0D 1D� C €• • • • Irradiance(W/m') *.orizemmlLt I ,ipvm'Ji ■ • r Drmn°*t• • . • i;. Silfab Solar Inc. ^`� 38.71 lE68 ) s 240 Courtneypark Drive East assrl*B0Bm1 j z t . • .• r •. • �;�s Mississauga ON L5T2Y3 Canada r s • • • • r S. • - • :1. S i Ifs b�� Tel+1 905-255-2501 1 Fax+1 905-696-0267 SCAR info@silfabsolar.com I www.silfabsolar.com © Silfab Solar Inc. 7020 TOP PERFORMER d 800 Cornwall Ave PVI Bellingham WA 98225 USA i- PV MODULENvGL Tel+1 360-569-4733 RELIABILITY SCORECARD Data Sheet Enphase IQ 7 and IQ 7+ Microinverters Enphase Microinverters INPUT DATA(DC) Ig7-60-2-US/IQ7-60-B-US Ig7PLUS-72-2-US I Ig7PLUS-72-B-US Region:AMERICAS Commonly used module pairings' 23S W-35t►W+ 235 W-d4U W+ 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 16V 48V 16V-60V Min/Max start voltage 22 V/48 V 22 V/60 V The high-powered smart grid-ready Max DC short circuit current(module lsr) 15A 15 A E n phase Enphase PIQ Overvoltage class DC port H II phase IQ 7 MicroTM and Enphase 7+ Micro"" DC port backfeed current 0 A n A Q 7 and I Q 7-#' dramatically simplify the installationprocess while PV array configuration 1x'1 ungrounded array;No additional DC side protection required; p AC side protection requires max 20A per branch circuit achieving the highest system efficiency. OUTPUT DATA(AC) IQ 7 Microinverter 10 7+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/rang& 240 V/ 208V/ 240 V/ 208 V/ 211-264 V 183-229V 211-264 V 183-229V IQ Envoy', Enphase IQ Battery'µ, and the Enphase Maximum continuous output current 1.0 A(240 V) 115A(208V) 1.21 A(240V) 1.39 A(208 V) Enlighten'µ 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 circuits 16(240 VAC) 13(208 VAC) 13(240 VAC) 11 (208 VAC) Overvoltage class AC port tit II' undergo over a million hours of power-on testing, AC port backfeed currant 0 A 0 A enabling Enphase to provide an industry-leading Power factor setting 1.0 1.0 warranty of up to 25 years. Power factor(adjustable) 0.7 leading 0.7lagging 0.7 leading...0.7 lagging EFFICIENCY @240 V @208 V @240 V @208 V Peak CEC efficienr`v 97.6 976% 97.S 97,3% CEC weighted efficiency 97.0% 970% 97.0% 97.0% MECHANICAL DATA Ambient temperature range -40°C t +6 °C+65°C Relative humidity range 4%to 100%(condensing) Easy to Install Connector type(IQ7.60 2-US&IQ7PLUS-72-2-US) MG4(or Arnphenol H4 UTX with additional Q-DCC-5 adapter; Connector type(IQ7.60-B-US&IQ7PLU5-72-B-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-SZO-S25 -- Built-in rapid shutdown compliant(NEC 2014&2017) Dimensions(WxHxD) 212 mm x 175 mm x 30,2 mm(without bracket) Weighs 1.08 kg(2.38 Ibs) Productive and Reliable coaling 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 R double-insulated,corrosion resistant polymeric enclosure • Class II double-insulated enclosure Environmental category 'UV exposure rating NEMA Type 6;outdoo• } • UL listed FEATURES Conmmunicatior rower Line tommunication(PLC) Monitoring Enlighten Manager and MyEniighten 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 wilt-load-nreair Complies with advanced grid support,voltage and disconnect required by NEC 690. frequency ride-through requirements Compliance CA Rule 21 (UL 1741-SA) • I. Remotely updates to respond to changing UL 62109-1,UL1741/1EEE1547,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://enphase.com/en-us/sLlppOrt/mOdUle-comPatibility. utility. com/en-us/support/module-compatibility. 2.Nominal voltage range can be extended beyond nominal if required by the uti 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 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 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 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 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 spanning capability no snow. It achieves 6 foot spans,while wind and snow conditions,while also extreme climates and spans up to 12 requires fewer roof attachments, remaining light and economical, maximizing spans up to 8 feet. feet for commercial applications. reducing the number of roof _ Moderate capability • Heavy8'spa toad capability Extreme ng capability and the amount • Moderate load capability Heavy toad capability • Extreme load capability penetrations Clear&black anodized finish Clear&black anodized finish Clear anodized finish of installation time. Internal splices available Internal splices available Internal splices available l - C 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. /1 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 is specially designed to increase strength-in both directions while resisting the twisting.This unique I160 feature ensures greater security during extreme weather and a longer system lifetime. $ 100 120 10-20 140 _ I 1.60 100 _____ 30 160 Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials • 100 XR Rails are IronRidge offers I I All XR Rails are made of 6000-series 40 --� compatible with a range of tilt leg aluminum alloy,then protected with an ' 'r, I 160 FlashFoot and options for flat , anodized finish.Anodizing prevents surface ti rile other pitched roof roof mounting I and structural corrosion,while also providing 50-70 160 attachments. applications. a more attractive appearance - _ 80-90 160