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HomeMy WebLinkAbout22-51725335 Eighik Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 11/08/2022 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. 2301��� 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. zz CANT SIGNATURE PEVMITOFFICE J T- V PERMIT ES IN 6 MONTHS WITHOUT APPROVED INSPECTION ,1111111111111111 J1111 ip 0 1) *I i I.• 813- -0020 City of Zophyrhills Permit Application Fax-813-780-0021 Building Department Date Received 11 /72022 Phone Contact far Permitting 813-304-9090 9 1 1 1 / 1 1 1 1 1 I I I Owner's Name DAVID CARRERAS Owner Phone Number 8132677479 Owner's Address 3184 KRESTERBROOKE LN ZEPHYRHILLS, FL 33540 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number y Fee Simple Titleholder Address JOB ADDRESS 3184 KRESi ERBROC)KE LN ZEPNYRNiLLS, FL 33540 LOT# 82 SUBDIVISION HI®DEN RIVER PARCEL ID# 24-26-21-0100-00000-0820 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR L.�I ADD/ALT [ q� SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK tJ FRAME STEEL DESCRIPTION OF WORK Installation of roof -mounted photo -voltaic system. BUILDING SIZE SQ FOOTAGE HEIGHT x BUILDING $ 61 248 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL- AMP SERVICE PROGRESS ENERGY W.R.E.C. =PLUMBING $ t� =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION A t GAS ROOFING SPECIALTY ice'' OTHER , FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO ' BUILDER SIGNATURE Address ELECTRICIAN SIGNATURE Address PLUMBER SIGNATURE Address MECHANICAL SIGNATURE Address OTHER SIGNATURE Address IlIIIII RESIDENTIAL e COMPANY REGISTERED - COMPANY REGISTERED 997 MORRISON DR STE 200 CHARLESTON, SC 29403 COMPANY REGISTERED COMPANY REGISTERED COMPANY REGISTERED �CURREI Y l N ;;�FE. License # E::��� Palmetto Y / NSolar LLC FEE I Y License #ECi 3QQ9095 ��� Y/ N FEE CURREN Y I N License # Y ( N FEE CURREI License # Y ! N FEE cuRREP< Y ! N License # i l I l l l l l l l l l l l l l l l l l l l l l l l l l 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 subdivisions/large projects Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w! Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. AN commercial requirements must meet compliance 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 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 813-7 2° City of Zephyrhills Permit Application Fax-813-7 21 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 RESPONSIBIL17TES: 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 Diuision—ii tatg Section at 727-84T8009. - Furthermore, if the owner has hired a contractor or contractors, he ie advised to have the torts) sign portions of or 8101 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 licarcard and is not entitled to permitting privileges in Pasco County. TRANSPORTA71ON IMPACTAITILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned erstands 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 specifier( 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 arnendledy it valuation of work is $2,500.00 or more, i certify that I, the applicant, have been provided with a copy of theFlorkar Construction Lim Protection Gut " prepared by the Florida Deperanant of Agriculture and Consumer Affeks. If the applicant is someone other that the , I caddy that I have obtaineda copy of the above described document and promise in good faith to deriver it to the "owner" prior to cow merit, CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work wilt 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 Elayheads, 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 `Xr 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 stern 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, welts, 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) mouths 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. a " it * tl TO t 0 "R OR AGENT CONTRACTOR WNE c _SWC-uoiathEbmmtosamrrecis r- nreii? Y�.{ Notary Public tdo_npajMeNnrds0Cco.sb INSTR# 202223260 OR BK PG Page 1 of 1 10/28/2022 10:44AM Rept:25IB248 Rec:10.00 DS:0,00 IT:0.00 Nikki AlvarexSowtes, Esq,, Pasco County Clerk & Comptroller Permit State of FLORIDA Parcel ID No 2A-26-21-0100-00000-0820 County of PASCO 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. 24-26-21-0100-00000-0820 Street Address: 3184 KRESTERBROOKE LANE, ZEPHYRHILLS, FL 33S40 2. General Description of Improvement HIDDEN RIVER PHASE ONE B PB 76 PG 077 LOT 82 INSTALLATION OF ROOF MOUNTED PHOTO VOLTAIC SYSTEM 3, Owner Information or Lessee information lithe Lessee contracted for the improvement: CARRERAS DAVID 3184 KR& RBROOKE LN ZEPHYRHILLS, FL 33540 Address CRY State Interest in Property: OWNER Name of Fee Simple Titleholder N/A (if different from Owner listed above) Address CRv State 4, Contractor_ PN^u+=TToso�aa�.c 1505 KING SXT, STE 200 N. CHARLESTON Sc Address City State Contractor's Telephone No.: 855-339-1831 N/A 5. Surety Address Amount of Bond: S 8, Lender: N/A Name Lender's Telephone No.: CRY Telephone No.: CRY State State 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section713.13(1)(a)(7 III ridaStatutes: Aaaress Telephone Number of Designated Person: 8. In addition to himself, the owner designates N/A Site of to receive a copy ofthe Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Telephone Number of Person or Entity Designated by Owner: 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion N construction and final payment to the contractor, but will be one year from the date of recording unless a different date is specified): IA 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 .DOB 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 react the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief STATE OF FLORIDA COUNTY OF IX�A'l3r(itX Miami PATY064 :r Signature of Owner or Lessee, or Owner's or Lessee's Authorized OfficerlDirectorfPannertManag er OWNER Signatory's TRlefOffrce The foregoing instrument was ackngwted ed before me this 25th October 22 David Carreras day of , 20 _, by as Kner (type of authority, e.g., officer, trustee, attorney in fact) for N/A (name dy on behalf of whom instrument was executed). Personally Known [] OR Produced Identification EV Notary Signature DRIVER LICENSE Type of Identification Produced Name (Print) Jose G batlo __......_._.. Notarized online using audio -video communication WW"',$ „y�S`f" pose catuear. o y, }, war x Pvbk sr ce t Nro fa dry, mm ewrces wpd ata/bes/n oticecommen cement_pe053048 October 4, 2022 RE: Project Address: Design Criteria: [0114,121111• Applicable Codes = 2020 FLBC/FLEBC 7th Edition, 2020 FLRC 7th Edition, 2018 IEBC/IBC, ASCE 7-16 and 2018 NDS Risk Category = 11 Wind Speed = 150 mph, Exposure Category C, Partially/Fully Enclosed Method Ground Snow Load 0 psf Roof 1 & 2: Roof DL 7 psf, Roof LUSL = 20 psf (Non-PV), Roof LUSL = 0 psf (PV) Roof 3 & 4: Roof DL = 7 psf, Roof LUSL = 19 psf (Non-PV), Roof LUSL = 0 psf (PV) To Whom It May Concern, A structural evaluation of loading was conducted for the above address based on the design criteria listed above. Existing roof structural framing has been reviewed for additional loading due to installation of Solar PV System on the roof. The structural review applies to the sections of roof that is directly supporting the Solar PV System. Based on this evaluation, I certify that the alteration to the existing structure by installation of the Solar PV System meets the prescriptive compliance requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, the Solar PV System assembly (including attachment hardware) has been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed the requirements set forth by the referenced codes. Installer shall verify existing roof framing (including connection) is in suitable condition and does not exhibit any signs of structural damage or deficiency. Installer verification of the mounting planes noted above is required because some or all of the framing was not observed prior to the structural evaluation performed for this report. Sincerely, I I I I I I / I// I Z 040", � O �0 3270 DAfi1J1y,ignA%S, S. M. Mehdi-**"M. Mdhdi Zomoro to D 022.1 Zomorodian- 0 %TATE OF iQ1_ d 40RID1." NlAk-� This item has been electronically signed and sealed by Mehdi Zomorodian, SERE. on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic copy. Barun Corp 1 Design and Engineering 1610.202,4506 1 chftk@baruncorp.corn I mvw,baruncorP,corn 118 Urnits of Scope jj,,L)r - — AT L91, tsqg! u, existin s structr',Ts.� hos beer) reviewed based on the ossumption that it has beer, original"y designed and const"ricteiiI peY 0opropriate i,oules. Pre structorch crotlesis of the subiect property is bused on the Prowded site Survey dwta, The calctulutwins prodoced for this ,strucfti.re's ossessroeirt are onlY-for the rooffi-ritirrag supporting the Prc-Posed P'Vivstaflotion referenced tra the Starr npedplunset and were rnad e ocroal i ng ,a generavy recognized shrucairal anislosis stanv(oro.s and arocedures, All PV rrioduiez, mcking and attocll�enent components shal/ be desigried and instufledper n7unufacturet's approved guidehoes and s1pecifications, Tfwse plani isre not storripedfo! 3N ater leakage or exisring fja , rotiy,� to olie structural component that was not occessed during tne she sutvey,Pri0r, to conunencet-nent Of I wol"k, the P`stotear inz, lifer should vwify that the ecei ting roof and connect�(Xo; are if -,suet oble condiflon and/ inspectfrarning of on the 1 10 ter trficotion letter ond in' jorrn the Engineer csf Record of any discre.pancies prio,r to instehlrhorn. The installer shoudd also, check for otry dwinages such os water OT'Omagp, CrGoked firwining -,it inforn, - of Record of xisting defii6encies which ore uoitnoi - etc, ai the Engineer onsiX,or were not observable during the If I rrie of survey and have not been included �n this s--sere ctf work, Any change in the scope r)f the work show, not be accepted unless sucf? change', addition, or deletionis qpsiroved in advance and in writing be he Ennir, ted, , eerefecor - Barun Corp, 1 Design and Engineering � 610,202-4506 - chrisk@bawncorp.rcorn, 1 \AAvv,!.b@r�,,ncorp.com 2/8 Existing Roofing Material Weight Composite, Shingle Roof, Jl Layer(s) = 2.50 psf Underlayment Weight = 0.50 psf Plywood/OSB Sheathing Weight = 1.50 psf Framing Weight = 0.73 psf No Vaulted Ceiling = 0.00 psf Miscellaneous = 1.50 psf Total Roof 0sad Load... R-E3L= fi.70 psf. Roof Live Load Lo = 20.0-0 psf Member Tributary Area At < 200 ft' Roof 1 & 2 Pitch 18' or 4/12 Tributary Area Reduction Factor RI = 1.00 Roof Slope Reduction Factor R2 = 1.00 Reduced Roof Live Load, Lr = Lo (RI) (R2) Lr = 20.00 osf Ground Snow Load pg= 0.00 psf Effective Roof Slope 18, Snow Importance Factor Is = 1.00 Snow Exposure Factor Ce = 1.00 Snow Thermal Factor Ct = 1.10 Minimum Flat Roof Snow Load pf-min = 0.00 psf Flat Roof Snow Load Pf = 0.00 psf Roof Slope Factor Cs -roof = 100 cloped Roof Snow Load on Roof Slope Factor Barun Corp I Design and Engineering 1610,202,4506 1 chrisk@baruncorp,com 1 i+VvAvv.baruncorp,corn 3/8 Roof Dead Load (DL) = Roof Live Load (Lr) = Roof Snow Load (SL) = (DL + Lr)/Cd = (DL + SQ/Cd = Maximum Gravity Load = 630 I I ON Load Increase (%) =-49.54%�UK psf psf psf psf psf Dsf Barun Corp 1 Design and Engineering 1610,202,4506 1 chrisk@barui-�corp.com 1 vvvvvv baruncorp,corn 4/8 NOTF� * Wind calculation is based on ASCE 7-16, 29.4 - C&C, LC #7: 0.6DL + 0.6WL is used, Barun Corp 1 Design and Engineering 1610,202,4506 1 chrisk Ca.,baruncorp com i wwwbari-Incorp,com, 5/8 !PV Panels Weight - - ------- Hardware Assembly Weight 2.50 ps 0,50 ps, E• y. V ��Ianels W—eight 01119'"NUM Existing Roofing Material III Weight 01 2,50 psf Underlayment Weight 0.50 psf Plywood/OSB Sheathing Weight 150 psf :Framing Weight I = 0.73 psf No Vaulted Ceiling = 0.00 psf Miscellaneous = 1.50 psf ota oo iea Loa• Roof Live Load Lo = 20.00 psf Member Tributary Area At < 200 ft' Roof 3 & 4 Pitch 23' or 5/12 Tributary Area Reduction Factor RI = 1.00 Roof Slope Reduction Factor R2 = 0.95 Reduced Roof Live Load, Lr = Lo (111) (112) Lr = 19.00 psf Ground Snow Load pg = 0.00 psf Effective Roof Slope 23' Snow Importance Factor Is= 1.00 Snow Exposure Factor Ce = 1.00 Snow Thermal Factor Ct = 110 Minimum Flat Roof Snow Load pf-min = 0.00 psf Flat Roof Snow Load Pf = 0.00 psf MW Slone Factor Roof Slope Factor Cs-PV = 0.78 Sloped KOOT SnOW Load on PV Panels Barun Corp 1 Design and Engineering 1610,202,4506 3 cchnsk@barumcorlp com 6/8 m9ra".1"IM11711101 Roof Live Load (Lr) Psf Psf Psf IN ME K Load Increase N --47,589,,, 0 Barun Corp i Design, and Engineeringj 610,202,4506 1 chrn;k@baruncorp.com I mrmv,baruncorp,corr, 7/8 NOTE� - Wind calculation is based on ASCE 7-16, 29.4 - C&C, LC #7: 0.6DL + 0,6WL is used. Barun Corr) 1 Design and Engineering 1 6,10,202A506 chrisk@bare nl corn I ovp,,v.baruncorp,com 8/8 October 4, 2022 RE: Project Address: Design Criteria: - Applicable Codes = 2020 FLBC/FLEBC 7th Edition, 2020 FLRC 7th Edition, 2018 IEBC/IBC, ASCE 7-16 and 2018 NDS - Risk Category = 11 - Wind Speed = 150 mph, Exposure Category C, Partially/Fully Enclosed Method - Ground Snow Load = 0 psf - Roof 1 & 2: Roof DIL = 7 psf, Roof LUSL = 20 psf (Non-PV), Roof LUSL = 0 psf (PV) - Roof 3 & 4: Roof DIL = 7 psf, Roof LUSL = 19 psf (Non-PV), Roof LUSL = 0 psf (PV) To Whom It May Concern, A structural evaluation of loading was conducted for the above address based on the design criteria listed above. Existing roof structural framing has been reviewed for additional loading due to installation of Solar PV System on the roof. The structural review applies to the sections of roof that is directly supporting the Solar PV System. Based on this evaluation, I certify that the alteration to the existing structure by installation of the Solar PV System meets the prescriptive compliance requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, the Solar PV System assembly (including attachment hardware) has been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed the requirements set forth by the referenced codes. Installer shall verify existing roof framing (including connection) is in suitable condition and does not exhibit any signs of structural damage or deficiency. Installer verification of the mounting planes noted above is required because some or all of the framing was not observed prior to the structural evaluation performed for this report. Sincerely, 1 0 E Nj' #tily ,gj� 9; 93270 S. S. M. Mehd :" M. WWI ZomoM Da,L:�OZ Zomorodia OF 0 - 4 0 R.I.D SIONM- This item has been electronically signed and sealed by Mehdi Zomorodian, SERE, on the date and/or time stamp shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority on any electronic copy, Barun Corp I Design and Engineering 1 610.20Z4506 j chnsk@baruncorp com 1 AmAmbaruncorp com 1/8 Ths, exiS,ung structure has been review ea' based on the assurnistian thot, it has beer, orofinafly designed end constroVed per oppioptirste odes- Fhe strocturol analysts q cubJect Propertil is based or, the orcri,"'deo' site sul-vey bran, The calculations producedfor this Sr,"!,'Cotre I S Ccoo'SSment me ool by v m ,for the roofframrig supporting the proposed PV installation referenced it, theStoped plonseand were t r0ade according to generally reco'grozed structural 000ltrsis standards ond procedures, All PV modules, racking and ottachment comPor,ents sho,11 be designed and �nshslled per rrianufacuirer's approved ipuidelines; and specificaVons, these pians ate nor stompedfor rvorer leakolle or existing darnage to the structural cornponent that mas not accessed during the site survey,Pnor to commencen-tent (sf work, the PI/system, iotaller should verify that the existing roqfond connections ore in stntable condition and inspect frorriiu�g noterf on the cert7ricatirsn letter and iqforrn the Engineer of Record of tiny discrepancies prico to installation, 7-he installer should olso chock for Guy domoges such as wistre damage, cracked firarning, etc, ano' inform the Eng' ;neer of Record of existing deficiencies which are unknown Onctlot were not observable during the time cf survey and have not been included in this scope o ' f work. Any change in the scope f,:>f the work sha/I not beaccepted unless ctrch change, addition, o� deletion is approved in advance and in otfiting by the Engineer ofRecofo. Barun Corp I Design and Engineering 1610,202,4506 1 chrisk@baruncorp,coo Ivoiest,barUncorp.com 2/8 MWIMAM116A Existing Roofing Material Weight Composite Shingle Roof 1 Layer(s) = 2.50 psf Underlayment Weight = 0.50 psf Plywood/OSB Sheathing Weight = 1.50 psf Framing Weight = 0.73 psf No Vaulted Ceiling = 0.00 psf Miscellaneous = 1.50 psf Total Roof Dead Load R-DL = 6.70 psf Roof Live Load Lo = 20.00 psf Member Tributary Area At < 200 ft2 Roof 1 & 2 Pitch 18' or 4/12 Tributary Area Reduction Factor R1= 1.00 Roof Slope Reduction Factor R2 = 1.00 Reduced Roof Live Load, Lr = Lo (RI) (112) Lr = 20.00 psf Ground Snow Load pg = 0.00 psf Effective Roof Slope 18, Snow Importance Factor Is = 1.00 Snow Exposure Factor Ce = 1.00 Snow Thermal Factor Ct = 1.10 Minimum Flat Roof Snow Load pf-min = 0.00 psf I Flat Roof Snow Load I Pf = 0.00 psf I Barun CorLIP 1 Design and Engineering j 6 10,202,4506 1 chnsk@taruncorp cor-n I vvww barUncorp,mm 3/8 Roof Dead Load (DL) = Roof Live Load (Lr) = Roof Snow Load (SL) = (DL + Lr)/Cd (DL + SL)/Cd Maximum Gravity Load 9,70 R , , W 1 0 gig INI , . IN I MEMO I WE I I. � I 'I'll, 21.36 Psf Psf osf Psf PSf PSf Barun Corp I Design and Engineering 1610,202,4506 j " chdsk@,�,barLj'I(, .Op Corll I vvlvw. baruncorp,com 4/8 Psf Psf osf Psf PSf PSf Barun Corp I Design and Engineering 1610,202,4506 j " chdsk@,�,barLj'I(, .Op Corll I vvlvw. baruncorp,com 4/8 NOM - Wind calculation is based on ASCE 7-16, 29.4 - C&C, LC #7; 0.61DL + 0.6WIL is used, BaWn Corp 1 Design and Engineering i 610,202A506 i chrisk@banuncorp.com 1 mvvv,baruncorp.(,,.on) 5/8 &WWAMOMAW14"' Existing Roofing Material Weight Composite Shingle Roof 2.50 psf Underlayment Weight = 0.50 psf Plywood/OSB Sheathing Weight = 1.50 psf Framing Weight = 0.73 psf No Vaulted Ceiling = 0.00 psf Miscellaneous -koo- = 1.50 psf T otal Dead Load R-DL 6.70 psf i Roof Live Load Lo = 20.00 psf Member Tributary Area At< 200 ft' Roof 3 & 4 Pitch 23' or 5/12 Tributary Area Reduction Factor RI = 1.00 Roof Slope Reduction Factor R2 = 0.95 Reduced Roof Live Load® Lr = Lo (111) (112) Lr = 19.00 psf Ground Snow Load pg = 0.00 psf Effective Roof Slope 23' Snow Importance Factor Is= 1.00 Snow Exposure Factor Ce = 1.00 Snow Thermal Factor Ct = 1.10 .Minimum Flat Roof Snow Load pf-min = 0.00 psf Flat Roof Snow Load Pf = 0.00 psf Raof Slope Factor Cs -roof = 1.00 Sloped Roof Snow Load on Roof ps-roof = 0.00 psf BaIrUn Corp I Design and Engineer ng 610,202 4506 1 chrisk@'D baruncofp,com I w,,",%v.banuncorp.COrT1 6/8 Roof Dead Load (DL) = Roof Live Load (Lr) = Roof Snow Load (SL) = MI, Psf Psf Psf Load Increase (%) =1 -47,58% JOK 7 8, BcIrUn Corp 1 Design and Engineering 1610,202,4506 1 chrisk@barUncorrp,com Psf Psf Psf Load Increase (%) =1 -47,58% JOK 7 8, BcIrUn Corp 1 Design and Engineering 1610,202,4506 1 chrisk@barUncorrp,com NOM o Wind calculation is based on ASCE 7-16, 29.4 - CRC, LC #7: 0,60L + 0,6WIL is used. Ban Corp 1 Design and Engineering 1 6,10,202A506 1 ch(isk@)baruncorp. corn 1 Avvv,,,baruncorp.com 81/8 U _NEW PHOTOVOLTAIC SYSTEM 1200 KW DC 1'0 o3184 KRESTERBROOKE LN , ZEPHYRHILLS, FL 33540, USA Lu 1.1.1 PROJECT NOTES: E / R, 1.1.2 THIS PHOTOVOLTAIC(PV) SYSTEM SHALL COMPLY WITH THE NATIONAL a t� PROJECT INFORMATION i jlally N . ? ELECTRIC CODE(NEC)ARTICLE 690,ALL MANUFACTURER LISTING AND S. M. MehdM. itehdi zo die INSTALLATION INSTRUCTIONS, AND THE RELEVANT CODES AS SPECIFIED BY THE OWNER ` Da€e:20 AUTHORITY HAVING JURISDICTION'S (AHJ)APPLICABLE CODES. NAME: DAVID CARRERAS LO 725 E OF ` 1.1.3 THE UTILITY INTERCONNECTION APPLICATION MUST BE APPROVED AND PV PHONE: 8132677479 SYSTEM INSPECTED PRIOR TO PARALLEL OPERATION. °�. 0 1.1.4 ARC FAULT PROTECTION (AFCI)AND PHOTOVOLTAIC RAPID SHUTDOWN �'f,` �{�� �' `� SYSTEM(PVRSS) IS INTEGRATED WITH THE POWER OPTIMIZER IN ACCORDANCE CONTRACTOR INFORMATION: w WITH NEC 210.12&690.12 RESPECTIVELY. CONTRACTOR NAME: PALMETTO This item has been el onically signed and se ed by Mehdi Zomorodian,SERE,on the date and/or ti e s 1.1.5 GROUND FAULT DETECTION AND INTERRUPTION (GFDI) DEVICE IS w CONTRACTOR ADDRESS: 1505 KING ST, stamp shown using a digital signature.Printed pies of co INTEGRATEDED WITH THE INVERTER IN ACCORDANCE WITH NEC 690.41(B) CHARLESTON re not considered signed and se ed and 1.1.6 ALL PV SYSTEM COMPONENTS; MODULES, UTILITYINTERACTIVE e signature must be verified by a 3rd Parry Ce ificate ti C� F® CONTRACTOR PHONE: (855) 339-1831 Authority on any electronic cop INVERTERS,AND SOURCE CIRCUIT COMBINER BOXES ARE IDENTIFIED AND y. _ LISTED FOR USE IN PHOTOVOLTAIC SYSTEMS AS REQUIRED BY NEC 690.4: PV Q MODULES: UL1703, IEC61730, AND IEC61215,AND NFPA 70 CLASS C FIRE SCOPE OF WORK: SATELLITE VI E v INVERTERS: UL 1741 CERTIFIED, IEEE 1547, 929, 519 COMBINER BOX(ES): UL 1703 SYSTEM SIZE : STC : 30 X 400W= 12.00 kW DC OR UL 1741 ACCESSORY PTC : 30 x 375.5W= 11.27 kW DC 1.1.7 MAX DC VOLTAGE CALCULATED USING MANUFACTURER PROVIDED TEMP AC SIZE: 8.70 kW AC COEFFICIENT FOR VOC. IF UNAVAILABLE, MAX DC VOLTAGE CALCULATED (30) URECO URE FBM400MFG-BB ACCORDING TO NEC 690.7. (30) ENPHASE IQ8 PLUS-72-2-US 1.1.8 ALL INVERTERS, PHOTOVOLTAIC MODULES,PHOTOVOLTAIC PANELS,AND SOURCE CIRCUIT COMBINERS INTENDED FOR USE IN A PHOTOVOLTAIC POWER ATTACHMENT TYPE: ROOF MOUNT SYSTEM WILL BE IDENTIFIED AND LISTED FOR THE APPLICATION PER 690.4 (D). MSP UPGRADE: NO SHALL BE INSTALLED ACCORDING TO ANY INSTRUCTIONS FROM LISTING OR ; . LABELING [NEC 110.3]. 1.1.9 ALL SIGNAGE TO BE PLACED IN ACCORDANCE WITH LOCAL BUILDING CODE. IF EXPOSED TO SUNLIGHT, IT SHALL BE UV RESISTANT. ALL PLAQUES AND AUTHORITIES HAVING JURISDICTION SIGNAGE WILL BE INSTALLED AS REQUIRED BY THE NEC AND AHJ. BUILDING : ZEPHYRHILLS ZONING : ZEPHYRHILLS a 1.2.1 SCOPE OF WORK: UTILITY : WITHLACOOCHEE RIVER ELEC COOP 1.2.2 PRIME CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND SPECIFICATIONS OF THE GRID-TIED PHOTOVOLTAIC SYSTEM RETROFIT, PRIME T01 COVER PAGE CONTRACTOR WILL BE RESPONSIBLE FOR COLLECTING EXISTING ONSITE DESIGN SPECIFICATION G-001 NOTES Z REQUIREMENTS TO DESIGN, SPECIFY, AND INSTALL THE EXTERIOR OCCUPANCY : R3/SINGLE FAMILY RESIDENTIAL A_101 SITE PLAN Q ROOF-MOUNTED PORTION OF THE PHOTOVOLTAIC SYSTEMS DETAILED IN THIS CONSTRUCTION TYPE/FIRE TING: 5-B A-102 ELECTRICAL PLAN DOCUMENT GROUND SNOW LOAD(STATE) : 0 PSF A-103 ATTACHMENT PLAN WIND EXPOSURE : C A-104 MOUNTING DETAIL 1.3.1 WORK INCLUDES: WIND SPEED (STATE) : 150 MPH E-601 LINE DIAGRAM 1.3.2 PV RACKING SYSTEM INSTALLATION-QUICK MOUNT PV E-602 ELECTRICAL CALCULATION 1.3.3 PV MODULE AND INVERTER INSTALLATION-URECO URE E-603 PLACARD FBM400MFG-BB/ENPHASE IQ8 PLUS-72-2-US R-001 RESOURCE DOCUMENT 1.3.4 PV EQUIPMENT ROOF MOUNT APPLICABLE CODES & STANDARDS R-002 RESOURCE DOCUMENT a c PV SYSTEM WIRING r rs ROOF-MOUNTED JUNCTION ��v a�� na RM3 RESOURCE DOCUMENT 9.3.5 r V S e S e EM WRING ¢O A two/ IBC 20 18 R-004 RESOURCE DOCUMENT SHEETTm.E 1.3.6 PV LOAD CENTERS(IF INCLUDED) IRC 2018 R-005 RESOURCE DOCUMENT COVER PAGE 1.3.7 PV METERING/MONITORING(IF INCLUDED) NEC 2017 1.3.8 PV DISCONNECTS NFPA 70 DRAWN DATE 10/03/22 1.3.9 PV GROUNDING ELECTRODE& BONDING TO (E)GEC 2020 FLORIDA BUILDING CODE(7TH EDITION) 1.3.10 PV FINAL COMMISSIONING DRAWN BY AS 1.3.11 (E) ELECTRICAL EQUIPMENT RETROFIT FOR PV REVIEWEDRY 1.3.12 SIGNAGE PLACED IN ACCORDANCE WITH LOCAL BUILDING SHEET NUMBER CODE T-001 Ls 2.1.1 SITE NOTES: 2.4.6 AC CONDUCTORS COLORED OR MARKED AS FOLLOWS: 00 6 2.7.1 INTERCONNECTION NOTES: PHASE A OR L1— BLACK PHASE B OR L2—RED, OR OTHER ' 2.1.2 A LADDER WILL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH CONVENTION IF THREE PHASE PHASE C OR L3— BLUE, 0 OSHA REGULATIONS. YELLOW, ORANGE**, OR OTHER CONVENTION NEUTRAL- 2.7.2 LOAD-SIDE INTERCONNECTION SHALL BE IN 2.1.3 THE PV MODULES ARE CONSIDERED NON-COMBUSTIBLE AND THIS WHITE OR GREY IN 4-WIRE DELTA CONNECTED SYSTEMS THE ACCORDANCE WITH [NEC 705.12 (B)] - SYSTEM IS A UTILITY INTERACTIVE SYSTEM WITH NO STORAGE PHASE WITH HIGHER VOLTAGE TO BE MARKED ORANGE[NEC 2.7.3 THE SUM OF THE UTILITY OCPD AND INVERTER z BATTERIES. 110.15]. CONTINUOUS OUTPUT MAY NOT EXCEED 120% OF BUSBAR 2.1.4 THE SOLAR PV INSTALLATION WILL NOT OBSTRUCT ANY PLUMBING, RATING [NEC 705.12(B)(2)(3)(b)]. MECHANICAL, OR BUILDING ROOF VENTS. 2.5.1 GROUNDING NOTES: 2.7.4 THE SUM OF 125 PERCENT OF THE POWER SOURCE(S) 2.1.5 PROPERACCESS AND WORKING CLEARANCE AROUND EXISTING OUTPUT CIRCUIT CURRENT AND THE RATING OF THE 0 AND PROPOSED ELECTRICAL EQUIPMENT WILL BE PROVIDED AS 2.5.2 GROUNDING SYSTEM COMPONENTS SHALL BE LISTED FOR OVERCURRENT DEVICE PROTECTING THE BUSBAR SHALL PERSECTION NEC 110.26. THEIR PURPOSE,AND GROUNDING DEVISES EXPOSED TO THE NOT EXCEED 120 PERCENT OF THE AMPACITY OF THE 2.1.6 ROOF COVERINGS SHALL BE DESIGNED, INSTALLED, AND ELEMENTS SHALL BE RATED FOR SUCH USE. BUSBAR, PV DEDICATED BACKFEED BREAKERS MUST BE MAINTAINED IN ACCORDANCE WITH THIS CODE AND THE APPROVED 2.5.3 PV EQUIPMENT SHALL BE GROUNDED ACCORDING TO NEC LOCATED OPPOSITE END OF THE BUS FROM THE UTILITY MANUFACTURER'S INSTRUCTIONS SUCH THAT THE ROOF COVERING 690.43 AND MINIMUM NEC TABLE 250.122. SOURCE OCPD [NEC 705.12(B)(2)(3)(b)]. SERVES TO PROTECT THE BUILDING OR STRUCTURE. 2.5.4 METAL PARTS OF MODULE FRAMES, MODULE RACKING,AND 2.7.5 AT MULTIPLE ELECTRIC POWER SOURCES OUTPUT 2.2.1 EQUIPMENT LOCATIONS: ENCLOSURES CONSIDERED GROUNDED IN ACCORD WITH 250.134 W COMBINER PANEL, TOTAL RATING OF ALL OVERCURRENT AND 250.136(A). DEVICES SHALL NOT EXCEED AMPACITY OF BUSBAR. 2.2.2 ALL EQUIPMENT SHALL MEET MINIMUM SETBACKS AS REQUIRED BY 2.5.5 EQUIPMENT GROUNDING CONDUCTORS SHALLBE SIZED HOWEVER, THE COMBINED OVERCURRENT DEVICE MAY BE NEC 110.26. ACCORDING TO NEC 690.45 AND MICROINVERTER 2.2.3 WIRING SYSTEMS INSTALLED IN DIRECT SUNLIGHT MUST BE RATED MANUFACTORERS' INSTRUCTIONS, EXCLUDED ACCORDING TO NEC 705.12(B}(2)(3)(C}. ¢ FOR EXPECTED OPERATING TEMPERATURE AS SPECIFIED BY NEC 690.31 2.5.6 EACH MODULE WILL BE GROUNDED USING WEEB 2.7.6 FEEDER TAP INTERCONECTION (LOADSIDE)ACCORDING (A),(C)AND NEC TABLES 310.15(B)(2)(A)AND 310.15(B)(3)(C). GROUNDING CLIPS AS SHOWN IN TO NEC 705.12(B}(2)(1} 1® 2.7.7 SUPPLY SIDE TAP INTERCONNECTION ACCORDING TO o 2.2.4 JUNCTION AND PULL BOXES PERMITTED INSTALLED UNDER PV MANUFACTURERDOCUMENTATION AND APPROVED BY THE AHJ. NEC 705.12 (A)WITH SERVICE ENTRANCE CONDUCTORS IN x > W MODULES ACCORDING TO NEC 690.34. IF WEEBS ARE NOT USED, MODULE GROUNDING LUGS MUST BE ACCORDANCE WITH NEC 230.42 2.2.5 ADDITIONAL AC DISCONNECT(S) SHALL BE PROVIDED WHERE THE INSTALLED AT THE SPECIFIED GROUNDING LUG HOLES PER THE 2.7.8 BACKFEEDING BREAKER FOR ELECTRIC POWER INVERTER IS NOT WITHIN SIGHT OF THE AC SERVICING DISCONNECT. MANUFACTURERS' INSTALLATION REQUIREMENTS. SOURCES OUTPUT IS EXEMPT FROM ADDITIONAL FASTENING 2.2.6 ALL EQUIPMENT SHALL BE INSTALLED ACCESSIBLE TO QUALIFIED 2.5.7 THE GROUNDING CONNECTION TO A MODULE SHALL BE [NEC 705.12 (B)(5}]. - PERSONNEL ACCORDING TO NEC APPLICABLE CODES. ARRANGED SUCH THAT THE REMOVAL OFA MODULE DOES NOT �gt411liitif/� 2.2.7 ALL COMPONENTS ARE LISTED FOR THEIR PURPOSE AND RATED INTERRUPT A GROUNDING CONDUCTOR TO ANOTHER MODULE. `'` "j�' LU FOR OUTDOOR USAGE WHEN APPROPRIATE. 2.5.8 GROUNDING AND BONDING CONDUCTORS, IF INSULATED, ,�`` .° •°•.°,°•••0,p '%,, _ 2.3.1 STRUCTURAL NOTES: SHALL BE COLORED GREEN OR MARKED GREEN IF#4 AWG OR LARGER[NEC 250.119] LU 2.3.2 RACKING SYSTEM & PV ARRAY WILL BE INSTALLED ACCORDING TO 2.5.9 THE GROUNDING ELECTRODE SYSTEM COMPLIES WITH NEC No. 93270 o- cc CODE-COMPLIANT INSTALLATION MANUAL. TOP CLAMPS REQUIRE A 690.47 AND NEC 250.50 THROUGH 250.106. IF EXISTING SYSTEM IS _ z DESIGNATED SPACE BETWEEN MODULES,AND RAILS MUSTALSO INACCESSIBLE, OR INADEQUATE,A GROUNDING ELECTRODE Dl/� EXTEND A MINIMUM DISTANCE BEYOND EITHER EDGE OF THE SYSTEM PROVIDED ACCORDING TO NEC 250, NEC 690.47 AND - STATE OF G ti ARRAY/SUBARRAY,Y,ACCORDING TO RAI MANUFACTURER'S AHJ. C7�, °"`4 0FI�p®• ,v INSTRUCTIONS. 2.5.10 GROUND-FAULT DETECTION SHALL COMPLY WITH NEC ,f, �. a 2.3.3 JUNCTION BOX WILL BE INSTALLED PER MANUFACTURERS' 690.41(B)(1)AND(2)TO REDUCE FIRE HAZARDS ' / � `` SPECIFICATIONS. IF ROOF-PENETRATING TYPE, IT SHALL BE FLASHED& This item has been electronically signed and sealed by SEALED PER LOCAL REQUIREMENTS. 2.6.1 DISCONNECTION AND OVER-CURRENT PROTECTION Mehdi Zomorodian,SEPE.on the date and/or time stamp shown using a digital signature.Printed copies of 2.3.4 ROOFTOP PENETRATIONS FOR PV RACEWAY WILLBE COMPLETED NOTES: this document are not considered signed and sealed and CO Z ANDS LED W/APPROVED CHEMICAL SEALANT PER CODE BY A 2.6.2 DISCONNECTING SWITCHES SHALL BE WIRED SUCH the signature must be verified by a 3rd Party Cerfificate z ° 0 a LICENSED CONTRACTOR. THAT WHENTHE SWITCH IS OPENED THE CONDUCTORS Authority on any electronic copy. CO m 2.3.5 ALL PV RELATED ROOF ATTACHMENTS TO BE SPACED NO REMAINING ENERGIZED ARECONNECTED TO THE TERMINALS ui GREATER THAN THE SPAN DISTANCE SPECIFIED BY THE RACKING MARKED"LINE SIDE" (TYPICALLY THE UPPER TERMINALS). MANUFACTURER. 2.6.3 DISCONNECTS TO BE ACCESSIBLE TO QUALIFIED UTILITY 2.3.6 WHEN POSSIBLE,ALL PV RELATED RACKING ATTACHMENTS WILL PERSONNEL, BE LOCKABLE,AND BE A VISIBLE-BREAK SWITCH BE STAGGERED AMONGST THE ROOF FRAMING MEMBERS. 2.6.4 PV SYSTEM CIRCUITS INSTALLED ON OR IN BUILDINGS 2.4.1 WIRING&CONDUIT NOTES: SHALL INCLUDE A RAPID SHUTDOWN FUNCTION TO REDUCE > SHOCK HAZARD FOR EMERGENCY RESPONDERS IN WITH 690.12(A)THROUGH(D). 2.4.2 ALL CONDUIT AND WIRE WILL BE LISTED AND APPROVED FOR ACCORDANCE SHEET TITLE THEIR PURPOSE. CONDUIT AND WIRE SPECIFICATIONS AREBASED 2.6.5 ALL OCPD RATINGS AND TYPES SPECIFIED ACCORDING III NOTES III ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT TO NEC 690.8,690.9,AND 240. UP-SIZING. 2.6.6 MICROINVERTER BRANCHES CONNECTED TO A SINGLE BREAKER OR GROUPED FUSES IN ACCORDANCE WITH NEC [DRAWNDATE 10103/22 Ii I 2.4.3 CONDUCTORS SIZED ACCORDING TO NEC 690.8, NEC 690.7. � Sv _.�AS 2.4.4 VOLTAGE DROP LIMITED TO 1.5%. 110.3(B). 2.4.5 DC WIRING LIMITED TO MODULE FOOTPRINT. 2.6.7 IF REQUIRED BY AHJ, SYSTEM WILL INCLUDE ARC-FAULT REVIEWED BY - MICROINVERTER WIRING SYSTEMS SHALL BE LOCATED AND CIRCUIT PROTECTION ACCORDING TO NEC 690.11 AND SHEET NUMBER II I SECURED UNDER THE ARRAY W/SUITABLE WIRING CLIPS. UL1699B. -001 LEGEND ARRAY AREA& ROOF AREA CALC°S J F0 ROOF O zw FIRE SETBACK #OF ARRAY ROOF AREA _ ROOF AREA AREA COVERED MODULES (E)MAIN SERVICE PANEL& (SQ.FT.} (SQ.FT.} BY ARRAY g (O/®) (E)UTILITY METER COMBO — PROPERTY LINE ,a #1 4 84.0 349.35 24.056 I - FENCE #2 9 189.1 465.19 40.648 0 0 (N)VISIBLE LOCKABLE LABELED AND NON-FUSED - JUNCTION #3 5 105.1 258.18 40.689 AC DISCONNECT(UTILITY DISCONNECT) w J J #4 12 252.1 459.68 54.847 I I JO - SKYLIGHT(ROOF OBSTRUCTION) ? (N)ENPHASE IQ 4/4C COMBINER -CHIMNEY (ROOF OBSTRUCTION) PANEL WITH ENPHASE IQ GATEWAY -VENT, ATTIC FAN (ROOF OBSTRUCTION) / / ur 1 MODULE URECO URE FBM400MFG-BB w OJ a 2 INVERTER ENPHASE IQ8 PLUS-72-2-US 3 COMBINER ENPHASE IQ 4/4C COMBINER PANEL '-� 4 MOUNTS QMLM-B-12,L-MOUNT ATTACHMENT _. _ _ v __ ..__ Q rr L) Uj Co 5 RAIL IRON RIDGE XR-10 168M,XR10 RAIL _." II g��` q/{ / p OL��6/ [q/ �,� eee e ° hI� I 4 i 3 No° 93270 ° STATE OF d�` .. ° e s ¢ Q m � ' ONAB- - 2 O This item has been electronically signed and sealed by t� I Mehdi Zomorodian,SEPE.on the date and/or 6me ` L J I VE AY stamp shown using a digital signature.Printed copies of # this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate I Authority on any electronic copy. . i d - o t { rf > O 777 f SHEET TITLE SITE PLAN S DRAWN DATE 10/03/22 DRAWN BY AS REVIEWED BY SHEET NUMBER / " = F 1' A-101 1 MODULE URECO URE FBM400MFG-BB (E}MAIN SERVICE PANEL (E)UTILITY METER COMBO TI ) pj Io q 2 INVERTER ENPHASE IQ8 PLUS-72-2-US (N)VISIBLE LOCKABLE LABELED AND NON-FUSED TILT- 13° O R4�CF I AZIMUTH 13° 3 COMBINER ENPHASE 1O 414C COMBINER PANEL AC DISCONNECT(UTILITY DISCONNECT) r n 4 MOUNTS QMLM-B-12, L-MOUNT ATTACHMENT ci MODULE -4 F X Z 5 IL IRON RIDGE XR-10-168M,XR10 RAIL (N)ENPHASE IQ 4/4C COMBINER TILT- 18 PANEL WITH ENPHASE IQ GATEWAY ROOF 2 AZIMUTH 93° R o m MODULE - 9 (N)CONDUIT RUN IN THE ATTIC TILT-23° ROOF 3 AZIMUTH — 183° ROOF 4 MODULE-5 TILT—23° ROOF 4 AZIMUTH —93° UM M ACU GD MODULE— 12 cW ROOF 2 -MODULE STRING o MODULE STRING -MODULE STRING s E c I _.p I Wv3 J s � O (tt( t �,....--...._._.......,--.,„.,.t f � � I r v F i € { � r I (I) Z _6 Q L LEGEND s r { i � - FIRE SETBACK } -PROPER- PROPERTy LINE SHEETTITLE N \ \ - FENCE ELECTRICAL PLAN ROOF 3 ROOF 1 '_J - JUNCTION BOX DRAY DATE /0/03122 I._ - S LIGHT(ROOF OBSTRUCTION) D BY As 6 EVIE D BY SCALE:I IF ® - CHIMNEY (ROOF OBSTRUCTIt N� M s�tEE-r NUMBED O -VENT, ATTIC FAN (ROOF OBSTRUCTION) A-I 02 CTIONS 0 Ui ROOF MATERIAL- a �2 ROOF 1 COMPOSITE SHINGLE lu . ,_ t _ 1 U F MATERIAL- __._ ___...__ ROOF 2 ROO ' I� COMPOSITE SHINGLE 8 ����`����� II Zp �� z tCENs f f ROOF MATERIAL- _ € ° No. 93270 ° ROOF 3 COMPOSITESHINGLE ( F .* U} ; : ROOF MATERIAL- r € '� I N " �- ROOF COMPOSITE SHI IGLE �_ ` z d This item h een electronicall`signed and seated by Pehdi Zomor SE,PE.on t�e date and/or time stamp shown usin digital sign�ture.Printed copies o€ O [ i this document are not sidered signed and sealed and a I� j the signature mustbe v ' ed b a 3rd Pa Certflcate MC UNTI 4G PATTERN SAMPLE ___ w.._ _ .w_. _. h Y Y•; ROOF 1 ROOF2 TILT- 18 DEG TILT- 18 DEG AZIMUTH - 183 DEG AZIMUTH - 93 DEG w D MAXIMUM MOUNT SPACING:48" MOUNT PATTERN 7 7v. -___, `-. _ _+ s S ALL HARDWARE,INCLUDING MOUNTING -- -- 83 4 - __ . 1 `_g' .._.... ___ _ _- .-. AND RACKING,TO BE INSTALLED PER f j MANUFACTURER SPECIFICATIONS. _I . � � p o B nJ - CLAMP € / _ _\ ' F / __ c r J F MODULE MOUNT ₹ 1 / - i # _., o a E E i i t i E p � RAIL - RAFTER i ___. �F itTTTFTTTTTH-I \ £ i S3 SHEET TITLE ROOF 3 ROOF 4 ATTACHMENT PLAN TILT- 23 DEG TILT- 23 DEG DRAWN DATE 10/03/22 AZIMUTH - 183 I UT H - 93 DEG DRAWN BY AS REVIE D BY -SCALE:1SHEET NUMBER / " = gi fl j A-103 J cos F X z GROUNDING pACp-y pct p�h(� �R gge�t�s6 Aq .. err, o w o GROU( DING END/MID QLAMP J 44 IRONRIDGE XR-10-168M ,XR10 RAIL L(- Sa R MODULE QMLM-S-12 L-MOUNT ATTACHMENT 8 w ��tt\llltii(yl(lytlf�� Q e° No, 93270 (E)COMPOSITE SHINGLE ROOF - ° STATE OF This item has been electronically signed and seated by RAFTERS uj Mehdi Zomorodian,SE,PE.on the date and/or time stamp shown using a digital signature.Printed copies of this document are not considered signed and sealed and the signature must be verified by a 3rd Party Certificate w Authority on any electronic copy. 5/16"x4"SS LAG BOLT WITH MIN 2 z z"THREAD EMBEDMENT,SEALED PENETRATION L o Lii SHEET TITLE € L[ MOUNTING DETAIL DRAWN DINE 10/03122 DRAWN BY AS IEVtE WED BY SHEET M1IUMBE� -- 1_,__.,,,,.. - Aw 8 4 IZ : X 400 = 12.00 WIRE ICC)NDUIT SCI-IEDULE 00 AC IZ : 30 X 287AC TAG DESCRIPTION o U 1 (3)#1212 ROMEX IN ATTIC/(6)#12 THWN2 ON EXTERIOR (1) TH -2/(EMT) (30)URECO URE FBM400MFG-BB MODULES 2 (3)#6 THWN-2 &(1)#6 THWN-2 GROUND!(EMT) (3)STRINGS OF 10 MODULES CONNECTED IN SERIES 3 (3)#6 THWN-2 & (1)#6 THWN-2 GROUND/(EMT) E9 J.� EJ� 4 (1) BARE GROUND (E)BI-DIRECTIONAL UTILITY METER LU URECO URE FBM400MFG-BB 1-PHASE,3-W, (J 120V/240V O ENPHASE IQ COMBINER 414C METER NO.:77925907 PER MANUFACTURER WITH ENPHASE IQ GATEWAY, 10 MICROINVERTERS IN BRANCH CIRCUIT 1 (3)20A/240VAC CIRCUIT �c SPECIFICATION,EITHER BREAKER 125A TED L1 10A OR 15A BREAKER IS SUITABLE FOR USE. TO UTILITY GRID z �»L2 AC DISCONNECT (3} ENPHASE Q CABLES IQ GATEWAY VISIBLE,LOCKABLE,LABELED w (� 60A NON-FUSED,240V NEMA 0 �„ (� } I CELL WIRELESS LU 3R,UL LISTED '�v `Lt MODEM Comets Lt �" . 8svd L2 (E}MAIN BREAKER JUNCTION BOX 15A/2P I so0 v,NEMA 3 240 V,200A/2P 10 MICROINVERTERS IN BRANCH CIRCUIT 2 UL LISTED . . LINEG (E)MAIN SERVICE / 20Al2P _� O 225A RATED,240VPANEL { ( 602P SOLAR BREAKER LOCATED "T-O O- "_l AT THE FURTHEST END OF BUSBAR FROM THE MAIN L l 20A/2P s BREAKER OR FEEDER UNIT LOAD$ N ¢ — G f �JJ ( 20A/2P 10 MICROINVERTERS IN BRANCH CIRCUIT 3 L� GEC I N o ELECTO EARTHSTEM I G G REF. NEC 250.52, 0 250.53(A) � o ENPHASE IQE PLUS-72-2-US MICROINVERTERS ONE UNDER EACH PANEL(240V) (-- MODULE URECO URE FBM40O FG-BB I SHEET TITLE INTERCONNECTION LI DIAG 120% RULE-NEC 705.12(B)(2)(3)(b) 2 INVERTER ENPHASE IQS PLUS-72-2-US UTILITY FEED+SOLAR BACKFEED DRAWN DATE 10/03/22 200+60=260A 3 COMBINER ENPHASE IQ 414C COMBINER PANEL DRAWN BY AS 4 MOUNTS QMLM-B-12, L-MOUNT ATTACHMENT REVIEWED BY - BUS RATING x 120% SHEET NUMBER 225A x 120%=270A 5 RAIL IRON RIDGE XR 10 16SM,X&210 RAIL E-601 z O NUMBER OF CURRENT O ax O PERCENT OF VALUES CARRYING CONDUCTORS IN EMT x w a 0.80 4-6 SOLAR MODULE SPECIFICATIONS 0,70 7-9 J �} INVERTER SPECIFICATIONS r—ssa 0.50 10-20 MANUFACTURER I MODEL# URECO URE FB 00MFG-BB Enphase IO8 PLUS-72-2-US M z h P 31.17V MANUFACTURER 1 MODEL# MICROINVERTER VMO m o MIN/MAX DC VOLT RATING 30V MIN/58V MAX AMBIENT TEMPERATURE SPECS w-- IMP 12.84A VOC 37.20V MAX INPUT POWER 2351 4401 RECORD LOW TEMP 1" z cs NOMINAL AC VOLTAGE RATING 240V/211-264V AMBIENT TEMP(HIGH TEMP 2%) 33° ISC 13.68A TEMP.COEFF.VOC -0.27%/°C MAX AC CURRENT 1.21A CONDUIT HEIGHT 0.5" RTC RATING 375.5W MAX MODULES PER STRING 13(SINGLE PHASE) ROOF TOP TEMP 55" MODULE DIMENSION 67.83"L x 44.61 W x 1.38"D(In Inch) MAX OUTPUT POWER 290 VA CONDUCTOR TEMPERATURE RATE 90° MODULE TEMPERATURE COEFFICIENT OF Voc 0.27°%"C CALCULATIONS: 2. PV OVER CURRENT PROTECTION CURRENT CARRYING CONDUCTOR d ...NEC 690.9(D) F = TOTAL INVERTER O/P CURRENT x 1.25 AMBIENT TEMPERATURE (33)°C ...NEC ( )(3)(c) SELECTED TEMPERATURE DERATE FACTOR ® 0.96 ...NEC . ( )( )( ) 3. VOLTAGE RISE CALCULATION: GROUPING FACTOR ® . ... 310.15(B)(3)(a) VOLTAGE RISE IN Q CABLES I CONDUCTOR AMPACITY = (INV I ) 1.25 ! . . l G.F ... 690,8(B) %Vrise=s = . �l z . = ( / CURRENT) X(NO.OF =( 1.21X10) X 0.00198X(2X20) ® ® 958 VOLTS (B) % ise= . VOLTS/240 VOLTS=0.399% . CO TEMPERATURE DERATE FACTOR 0.96 VOLTAGE RISE FROM COMBINER TO MAIN PANEL S2 GROUPING FACTOR 1 ® ( INV O/P CURRENT) X(TOTAL . CONDUCTOR AMPACITY INVERTERS/STRING)(RESISTANCE)(2x LENGTH) Lu [(30 x 1.21) x 1.25] / [0.96 xT ] 0.178 SHEET TITLE Z rise . 7 l . .. 7 4% II ELECTRICAL II I CALCULATIONS TOTAL VOLTAGE RISE : %VRISE (Q CABLE)+%VRISE (Q CABLE TO D DATE 1 Q1AS 03/22 SELECTED CONDUCTOR #6 THWN2 ...NEC 310.15(B)(16) D BY AS III II ) + ( PANEL) REVIEWED BY . 0.82%+ 0.399%+0.074% IF SHEET NUMBER ii 1.29% -602 I zua J .a 0 10 S . . = w I1 PD A lox EMERGENCY RESPONDER: THIS SOLAR PV SYSTEM IS EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO SOLAR ELECTRfC n ro IL —" THE OFF POSITION TO PV PANELS SHUT DOWN THE ENTIRE PV SYSTEM. 480 CO w 12.10 a CAUTION i POWER TO THIS IL I IS SUPPLIED FROM THE L I SOURCES IT DISCONNECTS LOCATED MAIN SERVICE PANEL& UTILITY METER COMBO E„ z z 0 O - (N)PV DISCONNECT W E _ SHEET TITLE _. D DfiTE 10/03/22 dl"1Witt BY RS L._. _ _ PV ARRAY REVtEV1�ED BY SHEETIUMBER -603 6—ads Z Unit* URECU * ed Ror e able Energy Co,, Ltd. X z United Rene vble Energy C . Ltd o w Electrical Data 0 Model-STC FBM390MFG BB FBM395MFG-BB FBM400MFG-BB FBM405MFG-BB W,� Maximum Rating Power(Pmax) ]" 390 395 t 400 I 405 -1 O Module Efficiency" [Ya 19.98 20.23 20.49 1 20.75 m z Open Circuit Voltage(Voc) [V] 36.84 37.03 37.20 37.36 �°.� 108 Maximum Power Voltage [V] 30.82 31.00 31.17 31.36 F� Fat-�� cells ShortCircuitCurrent(lsc) [A] 13.50 13.59 13.68 13.78 Maximum Power Current [Al' 12.66 12.75 12.84 12.92 390W - 405 W *stanaard out Condition(STC}:Cell Temperature 25 C,Irradiance'000 W/m',AM 1.5 L Ll� *Values without tolerance are typical our nbers.Measure tiers tolerance:±3k Mono-Crystalline PV Module u) URE Peach module uses URE state of the a Mechanical Data Operating Conditions cutting technology,and advanced mf3 Item Specification Item Specification ut manufacturing experiences, Dimensions 1723 mm(L)i x 1133 mm(WI i x 35 mm(D)' / Mechanical Load 5400 Pa d 67.83 (L)1 x 44.61 (W) x 1.38 (D(t Maximum System Voltage 1000V . Weight 21.7 kg/47.84 lbs Series Fuse Rating 30 A I—'- Solar Cell 12x9 pieces rrronocrystallinc solar cells series strings Operating Temperature 40 to 85 C p — Front Glass White toughened safety glass,3.2mm thickness a. Cell Encapsulation EVA(Ethylene-Viny-Acetate) Temperature Characteristics Frame Black anodized aluminum profile Item Specification Junction Box lP>68,3 diodes Nominal Module Operating Temperature 45'C±2'C Cable&Connector Potrait:500 mm(cable length can be customized),1 x 4 mm z Temperature Coefficient of lsc 0.048%/°C { compatible with MC4 Temperature Coefficient of Voc -0.27%/°C Package Configuration 31 pcs Per Pallet,806 pcs per 40'HQ container Temperature Coefficient of Proax -0.32%/'C With assembly tolerance oft 2'err'0008 *Norr nal module operating temperature(AMU"T)Air mass AM 1.5, L< r. - + With assembly tolerance oft 6 8 mor[L acu l irradiance 80OW/m',temperature 20'C,wlndspeed 1 m/s. Lu �. "" y *Reduction in e#ffciency from 106©W/m'to 200W/m2 at 25"C:3.5±2%/ Lu Engineering Drawing(mm) Dependence on Irradiance H 04 f ¢ z 5080W!,' KeyFeatures * rIJJ ' 'n :: wow/rn = 688w! • i o Positive power tolerance 100% EL lnllne inspect�c�n i 6 ]- ° t 4 9 -0 -5 watt = Better module reliabilit III 1, t y v a zoo w1rn 10800 )lli 7 i ffhI { 0 5 50 55 20 25 30 35 40 Withstand heavy loading Design for 1000 VDC I11i11llh1 J Voltagelvl Temperature25-C #rout load 5400 Pa& rear load 2400 Pa Reduce the system €SOS effectively € J ( Reliability u ith Warranty z a $— L. f 133± hlu11! ._.X 092t( a«w. Additional value from mcaroody 10 a p FRavi`4I F.w__— BAGS VIEW ;,ua€ Excellent low light performance 3.5%relative off.Reduction at low A-A B_A ��� • a a r m {20(�tf�/mz} � %�✓r l 0 R 19 fi 33 5 � y rt For more information,please visit us at www.urecorp.com SHEET TITLE P"5€1 r't C9 r' Taipei Office 9r,nlfl.20 Se.1,7 riing rBlas1„ Headquarters ua.7,LC-Hsin 3rd Road,Hsinchu Science Park i �S�+.•6 UE'S�sE e`ft 0i. Taipei 1. 493,Taiwan Hsinchu city 30078,Taiwan I DOCUMENT ( ;1 Unit'd ReneV+dabl Engrg/CCt<f Lt€$, 1 l.+136.2 2656-2004 "i`el:+336 3-57`3 001.1 For more information,please visit us a₹www..urecorp.coaal lax:il£ s DRAWN DATE 10/03/22 su e"2 656dJ59,. i.;REC6 t1, 211J19 2 c .rte 6 16.1 2 5 xsxliyr±zht 6 2021 URE Corp,Ag�Bnts r esn d C,ueecorps c m DRAWN BY AS t:npyright 120;22 t1Rc C orp,AlI rights rrserved e`rea:;;5a6,,::rzt --gB V' 3.2 35rmm at, EN REVIEWED BY - SHEET NUMBER R-001 w a "' 00 zu 3 EN PHASE. 1O8 and � Microinverters w .y ZIP Corn monly used modutepairings' W 235-350 1 235-440 O F-O' i Module compatibility 60-cet1/120 half-cell 60-cet/120 half-cell and 72-celt/144 half-cell MPPT voltage range u 27-37 29-45 J U Operating range V 25-48 25-58 C. Z Min/max start voltage V 30/48 30/58 --"� Max input DC voltage v 50 60 Max DC current'(module lac] A 15 B SY9 Overvoltage class DC port {€ DC port backfeed current mA 0 I L O < PV array configuration 1x1 Ungrounded array;No additional DC safe protection required,AC side protection requires max 20A per branch circuit I Peak output power VA 245 300 tU Max continuous output power vA 240 290 < w Nominal(LL)voltage/range' V 240/211-264 0 tU y�� Max continuous output current A 1.0 i 1.21 r C3 x y r z v L C Nominal frequency ttz S 60 S d e/_. aye rj IO8 Extended frequency range 8z 50-65 0 Max units per 20AfL Li Drenchcircu#t` 16 13 Our newest 108 Microinverters are the industry's first rnicrogrid-forming,software- Total harmonic distortion € <5% defined microinverters with split-phase power conversion capability to convert DC power to AC power efficiently.The brain of the semiconductor-based microinverter Easy to install Overvaltage class AC port Ill is our proprietary application-specific integrated circuit(ASiC)which enables the Lightweight and compact with AC port backfeed current mA 3a microinverter to operate in grid-tied or off-grid modes.This chip is built in advanced plug-n-play connectors Power factor setting 1.0 z 55nm technology with high speed digital logic and has super-fast response times Flower Line Communication Grid-tied power factor(adjustable) 0.85 leading-0.85 lagging to changing loads and grid events,alleviating constraints on battery sizing for home (PLC)between components i I w energy systems. Peak efficiency % 9721 9721 1 Faster installation with simple CEC weighted efficiency % 97 97 two-wire cabling z Night-time power consumption eW 60 C7 High productivity and reliability ' - ` _ Ambient temperature range -40°C to+60°C(-40°F to+140°F) Produce power even when the !- grid is down Relative humidity range 4%to 100%(condensing) More than one million cumulative DC Connector type MC4 Part of the Enphase Energy System,IQ8 Series IQ8 Series Microinverters redefine reliability hours of testing Dimensions(HxwxD) 212 mm(8.3")x 175 mm(6.9")x 30.2 mm(1.2") Microinverters integrate with the En phase tQ standards with more than one mill Battery,En phase#Q Gateway,and the Enphase cumulative hours of power-on testing 6 Class 11 double-insulated Weight 1.05 kg(2.38 Inc) App monitoring and ana#ysis software. enabling an industry-leading limited warranty enclosure Cooling Natural convection-no fans of up to 25 years. Z Z Optimized for the latest high- Approved for wet locations Yes powered PV modules Acoustic noise at I m <60 dBA to a S C) w Pollution degree PD3 � o icrogrid-farming Enclosure Class it double-insulated,corrosion resistant polymeric enclosure Complies with the latest Envrron,category/UV exposure rating NEMA Type 8/outdoor advanced grid support Connect PV modules quickly and easily to €Q8 Series Microinverters are UL Listed as Remote automatic updates for IQ8 Series Microinverters using the included PV Rapid Shut Down Equipment and coon form CA Rule211UL 1741-SA),UL 62109-1,UL174t/IEEE1547,FCC Part 15 Class B,ICES-0003 Class6,CAN/CSA-C22.2 NO.107.1-01 var O-DCC-2 adapter cable with plug-n-play MC4 withvarious regulations,when installed the latest grid requirements w connectors. according to manufacturer's instructions. Configurable to support a wide Certifications This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC 2014,NEC 2017,and NEC 2020 section Of 690.12 and C22.1-2018 Rule 64-218 Rapid Shutdown o₹PV Systems,for AC and DC conductors,when installed according to range of grid profilesSHEET TITLE g manufacturer's instruCiarvs. Q 2021 Enphase Energy.All rights reserved.Enphase,the Enphase logo,108 microinverters, Meets CA Rule 21(UL 1741-SA) RESOURCE and other names are trademarks of Enphase Energy,Inc.Data subject to change. req•uirements (1)No enforced DC/AC ratio.See the compatibility calculator at https://Iink.enphase.com/ e.com/ g-gre,Cg g T module-compatibility(2)Maximum continuous input DC current is 10}.64(3)P Pommel voltage Ll_,j ld €QSSP-DS-0002-01-EN-US-2021-10-19 range can be extended beyond nominal if required by the utility.(4)Limits may vary.Refer to pl A{dV1�DATE 1 dl(73122 local requirements to define the number of microinverters per branch in your area. 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ErC, ce!l the instalfaurm rasa.,l nciadece soc,scla ,hieidIsmarch the IQ Elsocry and Eft System,vurdpr.le.artd to dcfeit ACCESSORIES AND REPLACEMENT PARTS '7oT ncluded o der e aratel A f "", eAR e 1 /I.orcluded r my lth ilk t orribiner Ll ;) P Y7 p� eg�q Bn � E,Ca€nmuna a`3crr3s Y., -tr £u-Er,s a:;r4rt�K#,-07 and CLIa.TItiG'LE#�fs R'-05-„P 0b�afh 5 y_a "Prinz data i,ta�,ter X"` Q-AM -21O r�..'rnbolitr�d+s I11tercorirtectiaLi E(;�?.t#.7t(`lerlt: rCMMSCELr.iv46Cs tE-ti11-06 rsemYtestc*s Xs iQ i C CEE.L AO EM 701 05 P 05 f1f bases,!z.7E 41 r elrularinour si reph 5 yea=Bosh-t dale gars i.r} :r single encl ,fare a t.y L1 stn' J. ,dies IQ CELLMODEM+P4 06A^-05 "a(` asedLTeMI a ubo novemanthayear AT&Idroapsor ` /} U) C r s 1P Break,-rs Sap ctrl Ea or Br22 0 BR210 DR220,BP v(,,BR24v,BR2 0,an 1 BR2E 0 circuit Yarr,i,,,S dad r C }i4 re tees n c 4 r ge s tstallatio s Bf 1,14 2-240%/ Ci c 3 reaker 7 c ic. 17 a or BR21 LU 0 .,,g` Bt2K 7P.S.243/! Circu Y C eaker r Pole t5l Eaton BR215 d 0 '"'�� proJidi g ?co s1 �er`, pry d.,re:l 5 ludo)for BRK20A2P r40V Grm,lu breake 2poo 'C14. EatonBR220 CS U hie bbd RK ;A-2P 24U,t B Sir t tr akel Po,e 15t na or BR215 vi ,t l dow support < n�• r��q" I a ,,.�_ ,,.. ,,, r�.`:`,.Seler"(I%C3 cl�r�'J�il;3tlOCi.>, I'f)Tic;rc lJ(t tC} G''f_,r BRK20a,2i-240`113 Crctf beaker 2pole,2 A ato,BR2 1 rangrr held down kit supper! �Y arLd -' -39 rS7tl, .rne carrrer(,:cmr+`sur sort trss3ge Past),c;sin}12y one Pa§r 1< ...P" °� q r , G �JC,IE-' ril'3 t C.(rtLi.-i{ts cn,,I"Q _.di�:i)r! 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Flexible networking Supportsaatt-EV, B reRscircuits(solarand/orstsrdicy US tofour2aoteEasonBitserte 1 tr utedGeneratvon(&7C)breakers stay nrt2rncluded) I- s`ehernet,or cebulaar per-,oral branch-,mua:P,rr rtxer ranmg(anal/) BOA t tilst outed ci enerafis r e 5A.wfth Iv Gateway breaker Includes€ 9 OrtbonaCACrec:eptacle`vai€ableforPLC bridge Prod+atress( arianasCT 2vr3k ssracorepre-ssailedasidrlredtoIQGateway rarovides production t-rketeriric afid consu i,,ption ;oneurniftro, otorilfos#np c-'2 it 5P,ITj A salt or 200 A sped fore current iranc¢ra Moritoring z [ ECFHANICAI DATA t3 V3 c+rr,enssons.(WxHxfiOj 325xA5.5xifi5cm(1475 x'i9.5"X'16 ')F#ei0tst# 21.0ft(;;B,Srnt).althtr trrt,nnbsecke4s S₹Cttple fdetart 7.5 K3 tt65 as} Arrls.fet'1f teiYti>ns2tt.r8 taP,C,.�9 $d3�G?v t4rsa Centered rno#srfing brackets s�bprort slrrgle >tEld rYtCbtln'C¢ng 9 NctUrak crxtveetton Dios heal shleid Supports bo`.ttom,back and side col9duit entry naroloor,elorgersmentid efing utdoor,3vf?Tt.t £ykrd,'s'>FMA tyrof 3P,piolytarbasate onstruction Up to fo€3r 2-pole branch circuits for 2740 VAC Iare Giz88 70 a,ro>a A,r_ak_ ou+s 3r,to a akdy crepe,cony,,to-c "`r` ✓'.„..,rr. . r plug;n breakers{not includedr) 60 A Breaker rats sit apu 4 to Va AWG c opper porou Cors Main lug comber+ed output 10,c 2/0 Aa1C clapper...,n.Iactors X IQ A 244345 aC)P t ₹al FV cc a forage branch CEtC€Efts hr₹,al an6 g.ound.14?o 110 capper c s_dau+.ors; AI.u.X toy ovi to ees rettmremerts t r conductor sizing U) Z Z O AltttsrJe T 2000 ns,er(6,5Ga fib) 0 t= ciial0le INTERNET CO€NNECTIO 1 OPTIONS C urab€e NIRTL-certified NEMAtype 3R e sloes; re nt_gra#e ids-Ea 802 3b . ° aive-year Ifsnited war€ant cm3Ea!ar CE#Ltacibf:[a on.,6 5a';.5 CE LMODEM Ill 06-Aral a6{aF imeeft I_TE hh2 celfular o-ttcdem) socenor a1_Erphase T,oo ' e : ` , Mobie Connect ceiivar orrvdam t"repo "0nfendoe'.ns#allarsons.years labor reimbursement program covrage ev v a r r r Ethernet -a 082-:'3,Cet5E(tar twat 5)UT-E(h,se ass ur ed,or be th the 4 L or bi.1e,SK 's UL listed COMPLIANCE ,! compliance,IG Courbuser UL 17`1,yA.E}1CSA u22"2 No,187.1,42-CFR,Pat 7L,Cort r 6,zGE4 003 Prard oll r-setr� t ir,Blalt ) Cds nvoeta°repo,1t,(g:accuracy class?S W 'i CompharCe EK6 Y..hg It; fr 6C. CAP CSA)2't 611010 a x sat p:s1 24r a SHEET TITLE TD'wart i"note abo€ FNPHASE RESOURCE t CEnp"lase offerings, isit ter S ,c s T a lear, r pore abr1€1t Enpha e offeri gs r sit U,g a s ss°€ {� �a�g EN T�.,d�4�t,€ DRAWN DATE 10/03/22 DRAWN BY AS REVIEWED BY - 1 SHEET NUMBER F2-003 z F-c0 O ) za LMount OMLM I QMLMSTE a E.levated Water Seat t ®} U �Oi z ITEM DES .RIPTION OTY -THIS EDGE TOWARDSROOF RIDGE ., FLASHING, ROUNDED CORNERS S, " 12"" ,04 ", .43 '°HOLE,5052 _ , MILL C� L-FOOT,2"X330 0 FOR .438.,O.D.FASTEI1E ,21/16 SLOT, 6061 QU) T / .O5A—T 1, d. 1LL ce 3 t.WASHER. SEALING„ 5116 100 X 314..00, EP D1 BONDED SS 1 I 4 LAG SCREW. HEX HEAD 5/1 x 4 i885 1 STRUCTURAL S REW. Of+•1PV,T-30 EWASHER HEA,5 51"16"°X41/2 r F 0} 13 STRUCTURAL ( 3 SCREW f � I 4 AVAILABLE Ott QMLWFST I. 3 VE IC PIS ONLY 4 n F .AV ILA LE R- tw ILL, I is L o A TITLE: QMLM & QMLMST: L-M U T, 2_ t SLOT VHt OTHER I5E SPECIFED: A tisr(E3's1,,REtPf thrxEs s TOLEPAHErE"i _. 4 F Cf A,(IS DATE. 414 2' 19 g SHEET TITLE YtffPi£ udW Cfl3f{Xf?d£fis!Ii Yki366.# Sffe WiMGTS 5 EET PEST Y0(4TT U}4TBU.*H PE,P&_0"_Is NPAMTt9&A9 A'M{'x:YLEWE4tkT TTHE bOt 'f SCALE ORA0M#3 T#'rC7 PLACE CEG7(S7k! .F RESOdd�RCE 1 atarer�a�aa'�Sssan�rc rcEsu3uNemt�.Pttaw�zEm F3°Ri dtP 114Catl dtt.#CtUHTEV THP.EEPLACEDEGIWM 1M4 SCALE:l.4 WG H?0' 6. SHEET I OF f 4 3 DOCUMENT 1 __ 2 DRAWN DATE 10/03/22 DRAWN BY AS REVIEWED BY - SHEET NUMBER R-004 z O Railzw a z See Descri tion / Length d U) 62 w .46 a Rail Section Properties 1.67 Propert, V al re z' o Total Cross Sectional A rea 0.363 in 1.75 Section Modulus X taxis 0.136 ins', 1.33 Moment of€nertia X-axis 0.124 ink' 53 Moment of Inertia Y-axis 0.032 ink Torsional Constant 0.0/6 in z o o L Polar Moment of Inertia 0.033 inaF Fr 1.00 Clear Part Black Part Description / Length Material Weight Number Number XR-10-132A XR-10-132B XR10, Rail 132" (11 Feet) 4.67 lbs. SHEET TITLE XR 10 168A XR-10-168B 16 313 XR10, Rail 16 " (14 Feet) 6000-Series 5,95 (bstl RESOURCE DOCUMENT XR-10-204 XR-10-2048 XR10, Rail 204" (17 Feet) Alur_i a 7.22 lbs. csAWN DATE 10103/22 v1.0 DRAWN BY AS REVIEWED BY - SHEET NUMBER �r�:�re "_r`r�r"� � ,-.�.� ✓� �:y.:; a Fr ,.'-' "../ ..-� rr .,,:r;,:r �, :-� a✓r.r �x rr: z-t.�r- ..: .. ;F.r �- s`,r-, -,,rJ'Nr..r.rr- ys-,^r. rrr-',z-r-"'..r.`'` r��r-rr'rs,..%�'f�^"�'/ ...2.,'.�r-, .r ,'l�,rr ,'"✓' iCr.,ar .�^ ,... .r '� ✓✓vr: may;= rrrrlrrr rrr,F. r' 0$ > � .rrc .<.-n.. ..,. rrrr-r eI`' ' r_a::c s F�✓�r� .,r.;a .r✓� ��,�.:"`,.�.� �r.=F%rw V.:. ���i.d5