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HomeMy WebLinkAbout20-1179 I S V ++�►tt City of Zephyrhills M p.,,E2 Rg m I Td NUMBER t. . N K' 5335 Eighth Street Zephyrhills, FL 33542 ELCMISC-001179-2020 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 01/12/2021 Permit Type: Electric Service Replacement/Misc Property Number Street Address 12 26 21 002A 01300 0040 5625 23Rd Street Owner Information Permit InformationRISEN Contractor Information Name: MARGIE TRUDEAU Permit Type:Electric Service Replacement/M Contractor:VO TAGE SOLUTIONS LLC Class of Work:Add/Alter Residential Address: 5625 23Rd St Building Valuation:$0.00 00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$57,744.00 Phone: (941)315-1504 Mechanical Valuation: Plumbing Valuation: Total Valuation:$57,744.00 Total Fees:$493.08 Amount Paid:$493.08 Date Paid: 1/12/2021 4:11:03PM Project Description INSTALLATION ROOF MOUNT SOLAR SYSTEM Application Fees Electrical Plan Review Fee $164.36 Electrical Permit Fee $328.72 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. CONT A 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 Recelved l2^7-ZbLZ Phone Contact for Permittin L 179 aaaaaaaa aaa�l■ 8 4 n Z6 68' Owner's Name G�� Owner Phone Number 3 7 Z Owner's Address R �c�q7` (� Owner Phone Number Fee Simple Titleholder Name /V `► Owner Phone Number IV Fee Simple Titleholder Address-� r ✓✓ y JOB ADDRESS �b W�[ 3rr, �J L I� (7� L LOT#{ SUBDIVISION (" PARCEL ID# -1-Z F9"� . 1 Z -p0-000 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR B ADD/ALT L.J SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM TYPE OF CONSTRUCTION BLOCK Q ,FRAME 6 � (+STEEL = DESCRIPTION OF WORK .iJ�SIIr^� v _ V VL �1—��� BUILDING SIZE SC1 FOOTAGE® HEIGHT L_.=...bG1�.J =BUILDING VALUATION OF TOTAL CONSTRUCTION SE]ELECTRICAL $��, 7� AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL s VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO i BUILDER COMPANY SIGNATURE REGISTERED YIN FEE CURREN LKLN Address /1 License#� ELECTRICIAN _- COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN I Y/N / Address License# PLUMBER COMPANY SIGNATURE REGISTERED LyjN FEE CURREN Y!N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/N FEECURREN LI.LN Address i License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# ittlltfiitlititiiiatitllliititlltlttlttltttltiitiitittttttiiiiltits! RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Perm it for new construction, Minimum tan(10)working days after submittal date.Required onste,Construction Plans,Stonnwater Plans w/Slit Fence Installed, Sanitary Facilities&1 dumpster;Site Work Permitfor subdlvlslons/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 Weill:Fence Installed, Sanitary Facilities&1 dumpster.Site Work Permitfor all new projects.All commercial requirements must meetcompliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. Directions: FIII out application completely. Owner&Contractor sign back of application,notarized If over$2800,a Notice of Commencement Is required.(A(C 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) 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 contractoror 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 DNislon—Licensing Section at 727-847-8009. Furthermore,if the owner has hired a contractor or contractors,he Is advised to have the contractors)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 bulldings,'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 atthe 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—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 I understand that the regulations of other government agencies may apply to the intended work,and that it Is my responsibility to identity what actions I must take to be in compliance.Such agencies include but are not Ilmltedto: 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 thatthe 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 INT O BTAIN FINANCING,CONSULT _ 10-11— FLORIDA JURAT(F.S..y11177.03) OWNER OR AGENT '/����L�^^�""� CONTRACTO Subscribed and sworn to(or affirm d)before me this Subscribed and sworn to(or affirm e me t by by Y�hp islare personal1 knov�n me or a w ro c Who is/are�tse y knovTn fSrrC asPoade produced Zb .;,491 e as I nMlcation. _��as Identification. �710-0 v"�t./c/��l nW1 r.�-LfJotary Public " al 'yl �Q Notary Public Commission No.-"- y� L 1 Co n No. �O Re�g-__`o Name of otar typed,printed or stamped Name of Notary typed;printed or stamped TAWMY WE TURNER My CpMMISSION#GG106718 EXPIRES,kuw 09 2pZ1 INSTR#2020207775 OR BK 10232 PG 459 Page 1 of 1 12/08/2020 10:45 AM Rcpt:2235230 Rec: 10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller Permlt No. Parcel ID No - 7 '�L 1 — 0 d`jk_013•"'✓o a~O NOTICE OF COMMENCEMENT r /� State of F I/71r s L'GL County of —`A'� V o ' C l A-(j OL 2& THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes, the following information is provided In this Notice of Commencement: 1. Description of Property:Parcel Identification No. t 2" 7, Z-Ar—n 1,3a o 0040 Street Address: r a'• •k1 I L ' 2. General Description of Improvement 3. Owner Information or Lessee Information if the Lessee contracted for the Improvement: a 5 • TrLA.N.-e� 6 Z NamQZ. ZLrD 6V✓2.1 'I Ur,city Stet Address 0aG o Interest In Property: Name of Fee Simple Titleholder, (If different from(OwflEr listed above) Address city G/_��/ /��OtStat 4. Contractor. U D l S9 f v�l�[/�� L L //JQI (/l Na Address State Contractors Telephone No.: 2&7—9 0 7a—11 7 •Q ++ 5. Swety: &1 Name v Address City State Amount of Bond::- Telephone No.: 6. Lender Al /V Name Address � City State Lenders Telephone No.: 7. Persons within the State of Flodde designated by the owner upon om notices or other documents may be served as provided by S!V713.13(1)(a)(7),Fodda Statutes: i/011t o,� C n 1 IAA-the G L.G G G C��cG)[►�eS2 Names —�� 1$ Z4 z l^ S4,W. • De�J-�d�br w� f� Address �t City State Telephone Number of Designated Person: "� o 7— 7 a. In addition to himself,the /tar designates of— 4 TwO to receive a copy of the Lienoes Notice as provided in Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner, 410 g. Expiration date of Notice of Commencement(the expiration date may not be before the completion of constructi d final payment to the contractor,but will be one year from the date of recording unless a different date is specified): WARNINGJO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NO ICE 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 perjury,I declare that I have read the'toregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. STATE OF FLORIDA COUNTY OF PASCO Sightl0b of Owne2br Lessee,or Ownses or Lessee's Authorized Of icerIDirectadP er/Manager SignatorysTifle/Offce J T The foregoing Instrument wan acknowledged before me this�day of• LV-9 t0_,by +• as AIA,*✓ (type of authodty,�e.g.i officer,trustee,attorney In fact)for —/ (name of paviv on behalf of whom ment f I as�xe�uttted)).,� Personally Known❑OR Produced Identification I� ;'Notary Signature i�� � ?( flu_ Type of Identification Produced Iti N♦i Name(Print) OLTio�v-sty-4�•"►tlo-a . ' ; �►'" ;: TAAAMY SUIB TURNER Mw 60WASSION II OG108?18 EXPIRES June 09,2021 wpdatelbcs/noUcecommencement_pC053048 II ti II Ii str"'I'l 011 F10(lda,County Of Pasco This is to certify that the foregoing is a true and correct copy of the document on file or of public record in this office. C- i W W, em y hand and official seal this da "o Nikki Alvarez-So les,Esq.,Clerk&Comptroller Pa Florida eputy Clerk �ua ��w►�rrlaw� :,tom>'NiK-�• -rn6'.`.'r,..yTr.�p�?!a3�X',�"'..fj4Yi✓ _ .. .. 't;' ..:r: - ri � 2376 t'ift at.Mom St.Pabiftburg,FL 3270441 B Ph*"t12n 40lyt17t Nlcole�vrp.wly AUTHORIZED AGENT AFFIDAVIT 4112412020 To whom it may concern, 1 Michael T. Appugliese hereby grant authorization Nicole Appugliese to act in my behalf while conducting actnicties related to obtaining-permits in.the County of Pinellas County Florida. These activities specifically include signing ap documents requiring signature of'cmntractor. Michael T. Appugliese and Nicole Appugliese Is to be considered an agent of my:business and therefore the signature of said agents is binding and causes me to assume all responsibilities connected to or associated with.the signature as they may relate to my contracting business. X 4/�/C 4 A Mich T.Appogliese Agent Ucense Holder 'State of Florida Certified Electrical Contractor EC13008695 Thelo, lift was ap►u:oWedged befive am this 'X 7= day of 20_'�V _by i T ��t t S t (Name o/person acknow/edglnQJ.He/shr n per�noldy known to rru W has produced(rype.of Idern tiara) as ldeettijJtartiait Notary Public-State of Florida, Pinellas County My Commission Expires: 111idp 4J,02.1 . � TIiiNMY>i!!t.TURNER Mti COMB BS"A 60111671a Emng Jam Cf.2M GODWIN ENGINEERING AND DESIGN, LLC 8378 Foxtail Loop, Pensacola, FL 32526 1 (850)712-4219 1 chad(@godwineng.com December 2, 2020 To: Zephyrhills Building Department 5335 8th St. Zephyrhills, FL 33542 Re: Trudeau—Residential PV Roof Mount Installation 5625 23rd St. 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: 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 TPO with min. l/a" 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 TPO roof with the Ironridge railing and 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, D. Chad Godwin, PE 81360 `\��will III/////C. // Exp. 02/28/2021 -r'� �/� 0 Af -5 0 S TE OF � BUILDING DESIGN PROPERTIES SYMBOL VALUE UNIT BASIC WIND SPEED V _140 1- mph Figure 26.5-1C,page 249a ROOF PITCH B >7 to 27 degrees MEAN ROOF HEIGHT h 15 i ft ROOF SETBACK a 4 ft ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE X 1.00 Figure 30.5-1,pg 347 TOPIGRAPHICAL FACTOR K 1 Figure 26.8-1,pg 252 EXPOSURE g EFFECTIVE WIND AREA 10 - sf ZONE1 ZONE2 ZONE3 VARIABLE DESCRIPTION SYMBOL VALUE VALUE VALUE UNIT REFERENCE:ASCE 7-10 NET DESIGN WIND PRESSURE(UPLIFT) Pn.,3oE20. -56.2 -83.1 psf Figure 30.5-1,pg 346 NET DESIGN WIND PRESSURE(DOWN) Pn.,3o 20.3 20.3 psf Figure 30.5-1,pg 346 NET DESIGN WIND PRESSURE(UP) P„e,vv -56.20 -83.10 psf Calculation:P..,vv=Xx K„x Pn.,ao NET DESIGN WIND PRESSURE(DOWN) P..,down 20.301 20.30 psf Calculation:Pn.,mwn=A x K„x P_, DESCRIPTION SYMBOL VALUE VALUE VALUE UNIT DEAD LOAD D 3 3 3 psf SNOW LOAD S 30 30 30 psf DESIGN WIND LOAD W -32.30 -56.20 -83.10 psf ASD DESIGN LOAD(UPLIFT) Pd.:ign -22.70 -41.21 -62.05 psf Calculation:Pde,;g„=D+SQRT(0.6)W(asd) DOWNFORCE CASE 1 Pd.1gn 33 33 33 psf Calculation:Pde,;gn=1.0D+1.OS DOWNFORCE CASE 2 Pdmtn 23.30 23.30 23.30 psf Calculation:Pde,fgn=1.0D+1.OW DOWNFORCE CASE Pdalgn 1 40.73 40.73 40.73 psf Calculation:Pd.,;g,=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 Its Calculation:T=Area*W DISTRIBUTED LOAD(UPLIFT) w -61.47 -111.61 -168.04pif Calculation:w=T/B'2'Assoniszraicp-. DISTRIBUTED LOAD[DOWNFORCE) w 37.86 37.86 37.86 pif Calculation:w=PB/2'�SO""szra1�vefON' RAIL SPAN BETWEEN ANCHORS POINTS L 6 4 2 ft POINT LOAD(UPLIFT) R -368.80 -446.43 -336.08lbs Calculation:R=PLB/2«"'vme:z,.n:cerrvw POINT LOAD(DOWNFORCE) R 227.18 251.45 75.73 Ibs Calculation:R=PLB/2«M,-z r:6cerror, 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 G3/2 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 W, 787.5 787.5 787.5 W,=W«If of Lags«Td SAFTEY FACTOR SF 2.14 1.76 2.34 Calculation:SF=W,/R(Uplift) s.vy a.u.r..o,in..nml�or,.tro�u,.owl , using rtxfma<iDm-L 1r�h,a,a crmnc rtrerwlwx o.-nro«.r m rske r.dr<...�aa�s��rn,i.tormea.zone r.:,Oro>m„sn■e,nF.v.x IlI�2 Fm1�W lndWutt�waL anQrzJa },.� FUt Roof j♦�� Hip Row(7'<0577') Gable Roof(0 S Try ♦ G.M.R-f Q*<6 sC. S •.� i 1 F iLl t F _- S F t F414 I,,-zon., ® Ed 7- ;. Fod, ��., �® E OF l,ey,_7.INh:b.Loral .7o-.]1vah-7ovS Repr,•7ou7 ZONAL F -COGEN Disconnect Located adjacent to Utility Meter '} 1\ Utility meter SEI1400H-US = O O Inverter { R O N l T O Inverter Type: SolarEdge 0 g PV Panel: (35)Silfab-SIL-330NL F Racking: Iron Ridge Total Wattage: 11,550W 3 Access Pathway / / / / /// / / / /' Roof Type: TPO '1-' WO COf Wind Load: 0 to 7 Deg �, r< r Fastener Type: Use Roof Tech Mini's @ 'Ps 'pf EVAjL,N IHI AND LCy Sheet Index 00RDINc '0P S-1 Cover Sheet/ Site Plan '2 r S-2 Detail E-1 One -Line 3' Access Pathway �J T T S-lA Mounting Plan General Notes: S -SolarEdge SEI1400H-US Inverter located near utility meter Ground Access Point F -SolarEdge P340 Optimizers y" are located on roof behind each module. 31-311 - -First responder access maintained and Q t from adjacent roof. ALAN 1 8 t T -Wire run from array to connection is 60 feet. D —1 ��1' ff � 5 —7 i� 1 � } # Modules (3 5) Layout Subject to Change Based on Site Conditions IF Volta-e Solar Power Ground Access Point— 1829 28th St N Pitch: 3 O St. Petersburg, FL 33713 Azimuth: 1 800 Godwin Engineering and Or j ' 727-776-0907 727-776-0907 y� Voltage Power Design, LLC —* 360 8378 Foxtail Loop System meets the requirements of NFPA 1 2015 Edition,Chapter 11.12 Install will be done to Manufacturer Spec Pensacola, FL 32526 Meets All Editions of Florida Fire Prevention Code 6th Edition Customer Info: D. Chad Godwin, PE ORIOP'- Chimney Chad@godwineng.com / S Legend First responder access ® Satellite �rll II I ll� ❑O Utility Meter O Vent Pipe Represents all Fire Clearance 1st Responder Access Margie Trudeau Date: 11/30/2020 nimum of 36" unobstructed as per LIJ PV Disconnect - SolarEdge Inverter including Alternative methods mi Section R324 of the 2015 IRC 5625 23rd St. Drawn by: JL Zephyrhills, FL Checked by: FL Residential Code & FBC, 6th Edition (2015 International Residential Code - 2nd Printing Ze p h c Y Che #' d modified by the FL Building Standards and Codes 2017 Uniform Code Supplement), 2015 33542 Rev Date: International Energy Conservation Code, City of Zephyrhills Code, 2014 National Electric Code. Page: S-1 Compass for Aerial Sofa Module —16 X 3/4 HEAD BOLT 3f$-16 NUT 3-5/8 d.NCE �' I I Ironridge XR-100 ey:ri. 1F1i iFtil .4s-.V. ``TJ General Notes: Install will be done to Manufacturer Spec - Roof Tech Mini's are secured to rafters \.` 111r , @ 72" O.C. in Zone 1 Godwin Engineering and ` O' C, @ 48" O.C. In Zone 2 Design, LLC � ,` 81360 8378 Foxtail Loop using (2) M5 x 60mm stainless steel Lag bolts. Pensacola, FL 32526 �' AT OF - Subject roof has One layer. D. Chad Godwin, PE y Chad@godwineng.com All penetrations are sealed. "iinnli► ) -h Roof Section Pitch Roof Rafter and Spacing Overhang Notes: Voltage Solar Power R1 1/12 2"x6" 24 O.C. 26" @ 1829 28th St N ; . St. Petersburg, FL 33713 Customer Info: 727-776-0907 Designed as per ASCE7-10 Inverter Type: S ) ge Voltage Power PV Panel: (355) SiSil lfab-SIL-330NL Racking: Iron Ridge Margie Trudeau Date: 11/30/2020 Total Wattage: 11,550W 5625 23rd St. Drawn by: JL Modules mounted flush to roof Roof Type: TPO Zephyrhills, FL Checked by: no higher than 6" above surface. Wind Load: O to 7 Deg Rev #: 00 g Fastener Type: Use Roof Tech Mini's 33542 Rev Date: Page: S-2 Equipment list I PHOO EQUIPPED WITH SYSTEM RAPID SHUTDOWN LABEL PER NEC 690.56(C)-PROVIDE AT NEW SUB PV: PANEL OR SERVICE PANEL FOR RAPID SHUTDOWN COMPLIANT SERVICES7 TT1 (35) Silfab-SIL-330NL PHOTOVOLTAIC SYSTEM DC DISCONNECT MAX POWER POINT MAX POINT CURRENT: VOLTAGE: O VDC Apply to DC 0 =L_4LO (35) SolarEdge Power Optimizer P340 CIRCUITCURRENT:15 DCMAX disconnect/inverter (1) string of(18) WARNING 16 17 (1) string of(17) ELECTRIC SHOCK HAZARD IF GROUND FAULT IS INDICATED ALL Apply to Inverter NORMALLY GROUNDED Inverter: CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED _ - (1) SolarEdge SE!1400H-US WARNING SolarEdge AC/DC Safety Switch ELECTRIC SHOCK HAZARD Power Optimizer - TERMINALS AC Disconnect: DO NOT TOUCH TERMINALS Apply to Disconnects Soladeck LOADS ESOMA B E ENERGIZED IN Typ THE OPEN POSITION 60A Disconnect WARNING ELECTRIC SHOCK HAZARD Apply to each J box, combiner All wiring to meet the 2014 NEC and THE DC CONDUCTORS OF THIS box, disconnect,and device where 2015 Energy Code PUNGR0 NDEDANDTMAYB energized, ungrounded circuits ENERGIZED maybe exposed during service. WARNING DUAL POWER SUPPLY Apply to MSP URCES:UTILITY GRID AND (4)#10 AWG Wire SO SOLAR ELECTRIC SYSTEM PV (1)#8 EGC 'SOLAR PV SYS?EM EQUIPPED W 1 TH In 3/4"EMT typ or Load Side Connection RAPID SHUTDOWN Main Service Apply to Disconnects FMC,PVC,LFNC BuIIIB7tin 200 150A TURN RAPID SHtrroowp (depending on route to 200A Bus BwncH m THE Mam Brea er Size 150 DPP POSEIDON TO Bus Ratin *1.2-Main Break Size 90 sHot DOWN PV SYSTEM inv.Metal if interior) Max Allowable Load Side I 90 AND REDUCE S"=HAZARD Load Size Breaker Size 60 IN SHE ARRAY. L1 L2 N \ / Figure 690.56(C)(1)(a) Label for PV Systems that C-.6op//��/ Shut down the array and the conductors leaving the array �� �?.��GENg�••�y//�� SolarEdge Inverter M Godwin Engineering and ; SE11400x-US Design, LLC w/Integrated Disconnect 8378 Foxtail Loop r-� Utility PV AC Disco Pensacola, FL 32526 OF :tv 60A Non-Fused ��O . ,� P,,, t1► Inverter Output Ckt ti Disconnect D. Chad Godwin, PE // tr` ' __t� Manual Lockable Disconnect To Overcurrent Protection Device - Chad@godwineng.com i AC Max Output Current 47.5 60A AC Max Output Current * 1.25% 59.38 Overcurrent Protection(A) 60 I_ Located Adjacent to Utility Meter No. of Current Cain Cond <4 Conductor Gauge (AWG) 6 G Voltage Solar Power #6AWGTHWN 1829 28th St N (2)Ho) (1)Ne"'al St. Petersburg, FL 33713 #R AWG EGC rn N lease 3u"CooduitT%pfoID9 Load side connection Per 705.12(D)(2)(3)(b) 727-776-0907 System meets the grounding requirements of NEC 690.43 Use Matching or equivalent approved breaker if derating Voltage Power Including the label below GEC NOTES Customer Info: Note: Provide a grounding electrode system for an -All wiring to meet the 2014 NEC and ungrounded system per 690.47(C)(3). Date: 11/30/2020 Inverter Type: Florida electric codes. - GEC must be installed per 250.64 Margie Trudeau Case of Emergency Call - GEC must be continuous un-spliced or irreversibly spliced from eau Drawn by: JL SolarEdge Voltage Solar Power 60A Disconnect inverter to existing service ground system or continuous from the 5625 23rd St. P(Pa>Panel: -Type of conduit to be determined arrays to the existing service ground system. Checked by: (35) if GEC is not continuous from the array to the existing service ground Zephyrhills, FL Rev #: 00 Silfab-SIL-330NL at 727-776-0907 on site by contractor. an additional_round system must be provided from the arrays to a Wattage: a tl Must be metal if DC ran interior, grounding electrode per 690_47(D) 33542 Rev Date: Total GEC must be min#S AWG and installed in conduit 11,550W W Install will be done to Manufacturer S ec Page: E-1 39'-6" // / / / / / / / / / 77 / O / • • U U U I 24'-6„ 2 ________ / • ' I 3'-311 Iron Ridge Rail XR-100 17' 14 AR— 100 14' 2 R-1 Plans satisfy zones FBC-1510.7.1 # Modules (35) Install will be done to Manufactt r Pitch: 3° :® . ��� "sF• �.y'% Godwin Engineering and _ Q, �" Azimuth: 180° Design, LLC 8136° •,4 = 8378 Foxtail Loop 0 Splice Bar 8 Pensacola, FL 32526 FZA E oP,, Roof Tech Mini's 56 D. Chad Godwin, PE , s� .R C�;��` Iron Ridge UFO's 78 Chad@godwineng.com //���1 �A%- Maxcantilever is 24 asper manufacturer spec. Iron Ridge Sleeves/End Caps 16 Zone 1: a p Combiner 1 Max Cantilever = Max Span * (3)=72"*(3)=24" Iron Ridge Ground Lugs 4 Max cantilever is 16" as per manufacturer spec. Silfab-SIL-330NL 35 Zone 2: * I _ „* I _ „ Voltage eters1829 uol28t SLar 3 Power SolarEdge P340 35 Max Cantilever = Max Span (3)=48 (3)-16 St. Petersburg, FL 33713 SolarEdge SE11400H-US 1 Customer Info: 727-776-0907 Meter Main Inverter Type: SolarEdge Voltage Power 150A Breaker for de-rate 1 PV Panel: (35) Silfab-SIL-330NL 60A Disconnect 1 Racking: Iron Ridge Margie Trudeau Date: 11/30/2020 60A Breaker 1 Total Wattage: 11,550W 5625 23rd St. Drawn by: JL Roof Type: TPO Zephyrhills, FL Checked by: Wind Load: 0 to 7 Deg 33542 Rev #: 00 Fastener Type: Use Roof Tech Mini's Rev Date: Page: S-1 A �. a Test Conditions NOCT Module Power(Pmax) _j_W � 330 235 T •_z- \���� Maximum power voltage(V max) I V 333 o- - Maximum power current(I max) I A 9.92 _ __ 7.8 -Open circuit volta a(Voc) I V 40.5 36.7_ Short circuit current(Isc) A 10.42 8.2 i If I fa Module of iicien _ _ % 19.4 17.3 Maximum s em volts a(VDC) V 1000 SOLAR Max series fuse rating A 20 _— — Power Tolerance Wp 0 to+10 Measurement conditions:SfC 1000 W/m2•AM 1.5•Temperature 25°C•NOCT 800 W/mt•AM 1.5•Measurement uncertainty 53% •Sun simulator calibration reference modules from Fraunhofer Institute.Electrical characteristics may vary by±5%and power by 0 to+10W. y!I t;rC Int rmuu+'I' DN V•GL 0.064%/°� .uTofuren ,,, Temperature Coefficient Isc _ '"•`• Temperature Coefficient Voc - -0.28%/°C - ________ Temperature Coefficient Pmax NOCT(t2°C) 46°C I 11if h111h1 O erati tern erature -40/+85°C INDUSTRY LEADING WARRANTY i• • ' " All our products include an industry V1 leading 25-year product workmanship Module weight ht 1$.6 kg f0.22 _ 1 41 t0�4 lbs and 30-year performance warranty. * 8 mm --I 66.9 in x 39.4 in x 1.5 in Dimensions(H x L x D) front load N/m2 83.51112.8lb/ftA' 17 mm mmx Maximum surface load(wind/snow} 4000 Pa rear load/5400 Pa 35+YEARS O F SO LAR I N N OVATI O N Hail impact resistance to 25 mm at 83 km/h I 0 1 in at 51.6 mph Cells 60-Si mono PERC-5 bulbar 60-5i mono PERC-5 bulbar Leveraging over 35-i-years of worldwide L58.Z_x ti __ra.z�x�2s rncl� experience in the solar industry,Silfab Glass 3.2 mmhigh transmittance,tempered,DSM 0.126 in high transmittance,tempered,DSM is dedicated to superior manufacturin anti reflectiv oatinl= _,< anti reflective cQ tit'gg_ P g Cables and connectors(refer to installation manual) 1200 mm,05.7 mm,MC4 from Staubli 47.2 in,a 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. Bypass diodes 3 diodes-30SQ045T(45V max DC biockingvoltage,30A maxforward rectified current) WJ unction Box UL 3730 Certified,IEC 62790 Certified,IP67 rated NORTH AMERICAN QUALITY err Silfab is the leading automated solar Module product workmanship warranty - 250 ears* module manufacturer in North America. Linear power performance guarantee ≥g7,1%end 1St Year I≥91.6%end 12"' ear ≥85.1%end 25th year ≥82.6%end 30th ear Utilizing premium quality materials and • ' = strict quality control management to deliver ULC ORD C1703,UL1703,CEC listed***,UL 61215-11-1-11-2,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 Factory IS09001201S - - iii Modules Per Pallet:26 Effvs.Irr Performance SIL-330 NL 'sea Pallets Per Truck:36 10°c i■ii Modules Per Truck:936 20- '�rl E 25°C If *A Warning.Read the Safety and Installation Manual 19 for mounting specifications and before handling, 40°c installing and operating modules. 1s . ... I **12 year extendable to 25 years subject to regis- 17 ss°c :...- • a , , • • i , • • ) i tration and conditions outlined under"Warranty"at 7o°c { E® o www.silfabsolar.com. 16 L p ***Certification and CEC listing in progress.August a 15 ^ e. • "■- • - • • 1 1 • 2020 expected completion date for CEC listing,IEC o M1 • f .• •. .f • ■ • •. ■ ■ 61730/61215 and CSA C22.2#61730-1/-2 0 14 " t 8 • • • . . • a a • • a• ■- Third-party generated pan files from Fraunhofer- Institute for Solar Energy Systems ISE are available '. _ . ` , =lU • • • for download at:www.silfabsolar.com/downloads 720 200 400 600 800 1000 • • •. •. • • • • Irradiance(W/m2} wl .°2 czBmml _ 'f • • f• • $ D,..kWn°tm awls •! 11.L. . ■ .. :=5;;;. Silfab Solar Inc. LLaa`_ 3&11 90mm) ■ z�'� 240 Courtneypark Drive East 3a.9T 11°°°mml •. . • • •. • �;. Mississauga ON L5T 2Y3 Canada • • f • • • • • • :1• S i Ifs b , Tel+1 905-255-2501 1 Fax+1 905-696-0267 SOLAR info@silfabsolar.com I www.silfabsolar.com R • a • • -• z z © ® Silfab Solar Inc. 2020 TOP PERFORMER m 800 Cornwall AvejJ Bellingham WA 98225 USA L!!VEL S MODULE NV GL r 2 Tel+1 360-569-4733 RELIABILITY SCORECARD I Si n le Phase Inverter _ _ _ Wit HD-Wave Technology for North America SE3000H-US / SE3800H-US / SE5000H-US / SE6000H-US/ Single Phase Inverter Z SE7600H-US / SE10000H-US / SE11400H-US • OUTPUT with HD-Wave Technology3800 @ 248V E5000 0 @ 208V 11400 @ 208V Rated AC Power Output 3000 5000 7600 10000 VA 3300 @ 208V @ 208V 10000 @ 208V Maximum AC Power Output 3000 3800 @ 240V 5000 0 @ 2V 7600 10000 11400 @ 240VVA for North America 3300 @ 208V 00 @ 20808V 10000 @ 208V AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ ✓ ✓ ✓ ✓ Vac (211 240- SE3000H-US / SE3800H-US / SE5000H-US / SE6000H AC / AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ Uac 83-208 SE7600H-US / SE1 0000H-US / SE1 1400H-USFrequency AC (Nominal) 59.3 60 60.51 Hz Maximum Continuous Output Freqquu nency 12.5 16 21 25 32 42 47.5 A Current @240V soler,� Maximum Output 16 24 48.5 A Continuous______________ J - Current @208V (1,1111 GFDI Threshold 1 A Utility Monitoring,Islanding• solar, ' Yes Protection,Country Configurable 'j ._!;L Thresholds INPUT Maximum DC Power @240V 4650 1 5900 7750 9300 1 11800 15500 17650 W Maximum DC Power @208V - 5100 - 7750 1 - - 15500 W _ I Transformer-less,Ungrounded Yes Maximum Input Voltage 480 Vdc . . . . $ $ Nominal DC Input Voltage 380 I 400 Vdc Maximum Input Current @240V1° 8.5 1 10.5 13.5 16.5 20 27 1 30.5 Adc • J Maximum Input Current @208V2t - 9 13.5 - - 27 Adc + Max.Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600kn Sensitivity Maximum Inverter Efficiency 99 1 99.2 % CEC Weighted Efficiency 99 99 @ @ 240V % 9 98.5 208V Nighttime Power Consumption <2.5 W "' rte' ADDITIONAL FEATURES Supported Communication Interfaces R5485,Ethernet,ZigBee(optional),Cellular(optional) Revenue Grade Data,ANSI C12.20 Optionalm Rapid Shutdown-NEC 2014 and Automatic Rapid Shutdown upon AC Grid Disconnect Optimized installation with HD-Wave technology 2017690.12 STANDARD COMPLIANCE Safety UL1741,UL1741 SA,UL1699B,CSA C22.2,Canadian AFCI according to T.I.L M-07 / Specifically designed to work with I Extremely small Grid Connection Standards 1EEE1547,Rule 21,Rule 14(HI) power optimizers Emissions FCC Part 15 Class B Al" Record-breaking efficiency I Built-in module-level monitoring INSTALLATION SPECIFICATIONS AC Output Conduit Size/AWG 3/4"minimum/14-6 AWG 3/4"minimum/14-4 AWG Range / Fixed voltage inverter for longer strings I Outdoor and indoor installation DC Input Conduit Size/#of Strings/ 3/4'minimum/1-2 strings/14-6 AWG 3/4'minimum/1-3 strings/14-6 AWG AWG Range I Integrated arc faultprotection and rapid shutdown for Dimensions with Safety Switch 17.7 x 14.6 x 6.8 /450 x 370 x 174 21.3 x 14.6 x 7.3/540 x 370 x 185 in/ p / Optional: Revenue grade data,ANSI C12.20 (HxWxD) mm NEC 2014 and 2017, per article 690.11 and 690.12 Class 0.5 (0.5%accuracy) Weight with Safety Switch 22/10 25.1/11.4 26.2/11.9 38,8/17.6 Fb/kg Noise <25 <50 dBA / UL1741 SA certified,for CPUC Rule 21 grid Cooling Natural Convection compliance Operating Temperature Range -40 to+140/-25 to+60141(-40'F/-40'C option)15t Protection Rating NEMA 4X(Inverter with Safety Switch) m For other regional settings please contact SolarEdge support 5 O I m A higher current source may used;the inverter will limit its input current to the values stated =@@ Revenue grade inverter 5E P/N:SFxbaH-USOOONNC2 solaredge.com a redge.com {')For power de-rating information refer to:https://www.solaredge.com/sites/defaulVfiles/se-temperature-derating-note-na.pdf ls)-40 version P/N:SExlaxH-uS000NNU4 ®SolarEdge Technologies,Inc All rights reserved.sOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc All Ro H S I Power Optimizer For North America Power Optimizer P320 / P340 / P370 / P400 / P405 / P505 For North America •• uIs .. .� .. • P320 / P340 / P370 / P400 / P405 / P505 - m INPUT _ Ratedlnput DC Power" 320 340 370 400 405 505 W Absolute Maximum Input Voltage 48 60 80 125R) 83w Vdc (Voc at lowest temperature) I _ MPPT Operating Range 8-48 8-60 8-80 12.5-105 12.5-83 Vdc Maximum Short Circuit Current 11 10.1 14 Adc ___ Q ____ _____ _ (Isc) Maximum DC Input Current 13.75 12.63 17.5 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98.8 98.6 % Overvoltage Category II II OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current I 15 1 Adc Maximum Output Voltage 60 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) _ __ Safety Output Voltage per 1 1±0.1 Vdc Power Optimizer STANDARD COMPLIANCE EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1(class II safety),UL1741 RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System 1000 Vdc Voltage Compatible inverters All SolarEdge Single Phase and Three Phase inverters Dimensions(WxLxH) 129x153x27.5/5.1x6x1.1 129 x153 x 33.5/ 129 x 159 x 49.5/ 129x162x59/ mm/in 5.1x6x1.3 5.1x6.3x1.9 I 5.1x6.4x2.3 Weight(including cables) 630/1.4 1 750/1.7 845/1.9 1064/2.3 gr/lb Input Connector MC4ot Output Wire Type/Connector Double Insulated;MC4 Output Wire Length 0.95/3.0 1.2/3.9 m/ft Input Wire Length 0.16/0.52 m/ft Operating Temperature Range -40-+85/-40-+185 -C/-F PV power optimization at the module-level Protection Rating IP68/NEMA6P Relative Humidity 0-100 _ % It Rated SIC power of the module.Module of up to r-5%power tolerance allowed m NEC 2017 requires max input voltage be not more than 80V Specifically designed to work with SolarEdge I Fast installation with a single bolt wForotherconnectortypespleasecontactSolarEdge inverters Next generation maintenance with module- - 11F1jr ; B Up to 25% more energy level monitoring Minimum String Length P320,P340,P37D, 8 10 18 o (Power Optimizers) P400 / Superior efficiency (99.5%) Meets NEC requirements for arc fault P P405/P505 6 8 14 protection (AFCI)and Photovoltaic Rapid Maximum String Length 25 25 son I Mitigates all types of module mismatch losses, (Power Optimizers) 9 Yp Shutdown System (PVRSS) 5706(6000 with from manufacturing tolerance to partial Maximum Power per String SE7600-US-SE11400- 5250 6000m 12750m W shading i Module-level voltage shutdown for installer US) g Parallel Strings of Different Lengths and firefighter safety Yes or Orientations I I Flexible system design for maximum space 1 For detailed string sizing information refer to:http://wwwsolaredge.com/sites/default/files/string sizing-na.pdf art Is not allowed to mix P405/P505 with P320/P340/P370/P400 in one string utiIization m A string with more than 30 optmizers does not meet NEC rapid shutdown requirements;safety voltage will be above the 30V requirement (71 For SE14.4KUS/SE43.2KUS:It is allowed to install up to 6,500W per string when 3 strings are connected to the inverter(3 strings per unit for 5E43.2KU5)and when the maximum power difference between the strings is up to 1,000W am For SE30KUS/SE33.3KUS/SE66.6KUS/SE100KUS:It is allowed to install up to 15,000W per suing when 3 strings are connected to the inverter(3 strings per unit for SE6'o.6KUS/SE100KUS) and when the maximum power difference between the strings is up to 2,000W sola redge.co m so I a rA' ■L,• Lipr■ O SolarEdge Technologies Ltd.All rights reserved.SOLAREDGE the SolarEdge logo,OPTIMIZED D BY 1/ENG AM are trademarks or without trademarks of SolarEdge Technologies,Inc C E ROH S Al other trademarks mentioned herein ere trademarks of their respective owners.Date:12/2019/V01/ENG NAM.Subjectto changewithout notice. 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 . .ways Sunny Over their lifetime, solar panels experience countless extreme weather events. Not just the worst storms in years, �. but the worst storms in 40 years. High winds capable of _— ripping panels from a roof, and snowfalls weighing _ __-�, 't-- enough to buckle:a panel frame. ___ 4, � ' XR Rails are the structural backbone preventing —DN — — 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 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 enetrations and the amount Moderate load capability Heavy load capability Extreme load capability p Clear&black anodized finish Clear&black anodized finish - Clear anodized finish of installation time. - ;`• Internal splices available • Internal splices available Internal splices available / . .: - I 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 IronRidge.com for detailed span tables and certifications. N I I_IIaIIlE - - - ___ - 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 10 —is_specially-designed_to increase,strength in both-__ r directions while resisting the twisting.This unique feature ensures greater security during extreme 160 weather and a longer system lifetime. 100 _ � �120 10-20 140 160 100 30 160 Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials I ��s 100 XR Rails are IronRidge offers All XR Rails are made of 6000-series . 40 compatible with a range of tilt leg aluminum alloy,then protected with an -` , 'i 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 +• JJ _ _ 80-90 160 7