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HomeMy WebLinkAbout22-5198City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 .......... gv� g ELCMISC-00 198-2022 Issue Date: 11/14/2022 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 addon to the requirements of this permit, there may be addonal 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, izz�= ''111 11711112 1' iiiiiiijII III III I I kl*l* a - 11 - - Offisil--- 0 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. -60 RACTOR SP61N�TIJRE a NT PEfAIT OFFICEt) w: ERMIT EXPIR�S IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED Klihflrwaaw I 813-780-0020 City of Zephyrhills Permit Application Fax-813-7B0-0021 Building Department Date Received Phone Cont�forrmititin - �' r 7 O Owner Phone Number 1 t ! Owner's Name ,, Address ` L ��_ ?1) � al y Owner's Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address d gg } JOB ADDRESS C 7L� (� t y` LOOT # SUBDIVISION X!t VC. PARCEL ID# o �ld tS _0 0I (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED CONSTR 8 ADD/ALT a SIGN � � DEMOLISH El INSTALLREPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK a FRAME STEEL �® DESCRIPTION OF WORK gg i$$ i1>i 1 C \d )$ �i BUILDING SIZE SQ FOOTAGE HEIGHT =BUILDING' pt a VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C. =PLUMBING $ =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA OYES NO BUILDER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y 1 N Address m License # ELECTRICIAN COMPANY F1e OlZt D fl alr 1 t'�.4"1- C SIGNATURE � REGISTERED Y / N FEE CURREN Y / N^ o Address LT\ L .�� .4.i7 --- License # PLUMBER COMPANY ® ;_ SIGNATURE REGISTERED �Y (N FEE CURREN Y / N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED ;;I;/ N FEE CURREN Address License # OTHER COMPANY SIGNATURE REGISTERED Y! N FEE CURREN Y 1 N Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date, Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. '""'PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement Is required. (AtC 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 contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the 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 property licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may De due, will be identified at the time of permitting, It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a'cerfificate of occupancy' or final power release. If the project does not involve a certificate of occupancy or final power release, the fees Must be paid prior to permit issuance. Furthermore, if Pasco County Waterf'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 $2,500M or more, I certify that 1, the applicant, have been provided with a -copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "cooneC, I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the owner' prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction. County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, WaterMastewater 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 W" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida, If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (11 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 net specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO 05TMN FINANCING, CONSULT FLORIDA JURAT (F,S. 117.03) OWNER OR AGENT Subscribed and sworn to (or affirmed) before —me this Who is"are personally known to me or has/have produced as Identification. Public Commission No Name of Notary typed, printed or stamped Subscribed aksw 'nowr affirrKed t "re me 2 Y�� ) y er , k n to me �"Vhis,,ar . s.n known to me or has/have i identification. _Notary Public Commission Name of Notary type , printed or, tamped EMILY GAULIN Notary Public -Stale tft,r0ida HH 146135 E commission # my compo� Expires J or, 28, 2025 01 ,0PF mt;kctar�, ASS' Bob d through, Nano ed INSTR#2022231265OR BK10713 PG3 0 2 9 Page 1 of 1 10/27/2022 08:55 AM Rcpt� 2517711 Rec: 10.00 DS:0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller NOLICL OF COMMFNCEMENT Permit No, Property identification No. 25-26-21-0110-00000.3010 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 (if the Florida Statutes, the following information is provided in the NOTICE OF COMMENCEMENT- 1. Description of property (kgaldescripfiotj;) HIDDEN RIVER PHASE 2 PR 79 PG 102 LOT 301 --- -0 Street Address; 3022 Lytton Hall Or Zophyrhill!g FL 33640 2, General description of improvements Roof mount installation of photovoltaic solar panels tt TT 3, Owner Information a) Name and address: Pedro Ramos 3022 Lytton Hall Dr Zephyrhills FL 33540 b) Name and address of fee simple titleholder (if other than owner) c) Interest in property Homeowner 4. Contractor Information a) Name and address: Juan Cosme Vega Florida Eco Electric LLC 26026 Meadow Breeze Ln Leesburg FL 34748 b) Telephone No,: 352.460,0402 rax No (Ow -5. Surety.'Information a) Name and address; b) ArnountofDon& Q) Telephone No,; Fax No, (Opt.) 6. Lender a) Name and address: 7. Identity of person within the State of Florida designated by owner upon wholT) WhMS or other documents may be served; a) Name and address: b) Telephone No,: Fax No. (Opt.) S. In addition to hirnscif, owner designates the foltowing person to receive a copy of the Lienor's Notice as provided in Section 713.13(1) (b). Florida Statutes: all Name and address: b) Telephone No.: Fax No- (0j%) 9. Fxpiration date of Notice of Commencement (the expiration date is one year fTom the, (late of recording unless, a different (late is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE, OWNER AFTER THE EXPIRATION OF THE NoTICU, OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PARTI, SECTION 713,13, FLORIDASTATUTFS AND CAN RESULT IN YOUR VAVINC TWICE FOR TPROVEMENTS TO YOUR PROPER . VY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE'1'11E FIRST INSPECTION. IF YOU INTEND TO OBTAIN EINANCING, CONSULT YOUR LENDER OR AN AT'rORNEY BEFORE COMMENCINC WORK OR RECORDING YOU NOTICE OF CONTMENCEMENT. SUATEOF FLORIDA COUNTY OF PASCO �WIY GXJJW Notary State a-.onda Signature 010wrier or Owner's At0orized Com mission 4',ili 146'85 My r Wjr, E)cp,,ras,1,r. 28— 2025 1 U, aarded through Natiot)a! -'Qt4r�' Z Print Name The for000in- instrument �,,N-as .20 by ged before me pthis dal f '-Avo In Vpe of authority, c.g. officcr, tmstcc, artumey in awt) for (narne of patty on behalf of shorn instrument Was executed). Personally Known OR Produced Identification Notary Signature 'l-, A- TypCorldcritificati0fl Name (print) Verification pursuant to Section 92,5215, Florida Statutes, tinder penalties of periury. I declare that I have rear the tho Foregoing and that the facts stated J in it are true to [tie be,,'t of my knowledge rand bclicf. 1 OIRNI SINOCTISd 2w? Current Engineering 10-12-2022 Powur PC 2683 Via De La Valle #321 G Subject: Structural Certification for Installation of Residential re job: Pedro Ramos MMMEN999MEMM MA� \X L No.85003 SLATE OF 0 % X1, 1. 4. 0 R M Observation of the condition of the existing framing system was performed by an audit team of Powur PBC 2/28/22 After review of the field observation data, structural capacity calculations were performed in accordance with applicable building codes to determine adequacy of the existing roof framing supporting the proposed panel layout, Please see full Structural Calculations report for details regarding calculations performed and limits of scope of work and liability. The design criteria and structural adequacy are summarized below: Design Criteria, Code: 2020 FBC, ASCE 7-16, Ult Wind Speed: 145 mph, Ground Snow: 0 psf, Min Snow Roof: 0 psf ROOF 1: Shingle roofing supported by 2x4 Truss @ 24 in. OC spacing. The roof is sloped at approximately 22 degrees and has a max beam span of 7.0 ft between supports. Roof is adequate to support the imposed loads. Therefore, no structural upgrades are required. Professional Engineer info@currentrenewableseng.com Page 1 of 8 ti 131111117111111111� Current Engineering MRSIONEMB01M E N No.85003 % STATE OF ZI ", 0 EXP 2/28/23 The following calculations are for the structural engineering design of the photovoltaic panels and are valid only for the structural info referenced in the stamped plan set. The verification of such info is the responsibility of others. • 0 1 -+ * r. •� All mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Code: 2020 FBC, ASCE Live Load: 20 psf Ult Wind Speed: 145 mph Exposure Cat: C Ground Snow: 0 psf Min Snow Roof: 0 psf Professional Engineer info@currentrenewableseng.com : I I I I I i I i .0 - 0 Framing Size = 2X4 Framing OC Spacing (in.) = 24.0 Section Thickness, b (in) = 1.5 Section Depth, d (in) = 3.5 Section Modulus, Sx (in 3) = 3.062 Moment of Inertia, Ix (in ) = 5.359 Unsupported Span (ft) = 7.0 Upper Chord Length (ft) = 21.0 Deflection Limit D+L (in) = 4.2 Deflection Limit S or W (in) = 2.8 Attachments Pattern = Fully Staggered Framing Upgrade = No Sister Size = NA Wood Species = DF Wood Fb (psi) = 900.0 Wood Fv (psi) = 180.0 Wood E (psi) = 1600000.0 Co (wind) = 1.6 Cd (snow) = 1.15 CLS = 1.0 CM = Ct = CL = Cj = 1.0 CF= 1.5 Cf. = 1.0 Cr = 1.15 F'b wind (Psi) = 2484.0 F'b snow (psi) = 1785.37 F'v wind (Psi) = 288.0 F'v snow (psi) = 207.0 M allowable wind (lb-ft) = 633.94 M allowable snow (lb-ft) = 455.64 V allowable wind (Ibs) = 1008.0 V allowable snow (Ibs) = 724.5 E' (psi) = 1600000.0 I �'�Igiiggy Misc. Additional Weight (psf) = 1.0 Existing Dead Loa(psf) = 6.602 Total Dead Load (psf) = 9.602 Ultimate Wind Speed (mph) = 145.0 Directionality Facto r, kd = 0.85 Topographic Factor, kzt = 1.0 Velocity Press Exp Factor, kz = 0.849 Velocity Pressure, qz (psf) = 38.837 External Pressure Up, GCp_1 External Pressure Up, GCp_2 External Pressure Up, GCp_3 = -2.453 External Pressure Down, GCp = 0.465 Design Pressure Up, p_1 (pSf) = -40.196 Design Pressure Up, p_2 (psf) = -58.077 Design Pressure Up, p_3 (ps� = -65,734 Design Pressure Down, p (sf) = 1&0 Ground Snow Load, pg (psf) = 0.0 Min Flat Snow, pf_min (psf) o.o Sloped Snow, ps_min (psf) ao Snow Importance Factor, Ic = 1.o Exposure Factor, Ce = o.9 Thermal Factor, Ct Flat Roof Snow, pf (psf) = ao Slope Factor, Cs = 1.o Sloped Roof Snow, ps (psf) © ao 1760 Chicago Ave Suite J13, Riverside, CA 92507 :o.a.e.e.::.re,a© (951) 405-171 mppnuuupmLruiL;ukiub)- Uplift DCR = 0.352 Ref. Lateral Value, Z (Ibs) = 266.0 (C, = Ct = CA = Ceg = 1.0) CID = 0.9 Adjusted Lateral Value, Z' (Ibs) = 2410 Applied Lateral Force (Ibs) = 21.914 Angle of Resultant Force, a (deg) = 1.512 Adjusted Interaction Lateral Value, Z'a (Ibs) = 1051.85-It Lateral DCR = 0.021 1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951) 405-17, Allowable Shear (lbs) = 724.0 Moment DCR = 0,206 Shear DCR= 0.11 WAFNIffIXIM Applied Moment (lb-ft) = 188.0 Applied Shear (lbs) = 160.0 Allowable Moment (lb-ft) = 634.0 Allowable Shear (lbs) = iomo Moment DCR = 0,297 Shear DCR Applied Moment (lb-ft) = 165O Applied Shear (lbs) = 140.0 Allowable Moment (lb-ft) = 634.0 Allowable Shear (lbs) = 1008.0 Moment DCR = 0.26 Shear DCR = OA39 Applied Moment (lb-ft) = 198.. Applied Shear (lbs) = 168.. Allowable Moment (lb-ft) = 634.. Allowable Shear (lbs) = 1008 Moment DCR Shear DCR = 0.161 1760 Chicago Ave Suite J1 3, Riverside, CA 92507 info@currentrenewableseng.com (951) 405-17' LC2: 5 I M Deflection #eflection Deflection DCR Deflection Neflection Deflection DCR = 0.016 Deflection Deflection Limit (in Deflection DCR 0.01 1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951) 405-17" Weight Increase: The increase in weight as a result of the solar system is less than 10% of the existing structure and d 1760 Chicago Ave Suite J1 3, Riverside, CA 92507 info @� cu rrentrenewableseng.com (951) 405-17'l were not observable during time ot inspection are not included in this scope ot work. All PV modules, racking, and mounting equipment shall be designed and installed per manufacturer's approved installation specifications. The Engineer of Record and the engineering consulting firm assume no responsibility for misuse or improper installation. This analysis is not stamped for water leakage. Framing was determined based on information in provided plans and/or photos, along with engineer spans noted in the stamped plans, calculations, and cert letter (where applicable) and notify the Engineer of Record of any discrepancies prior to starting construction. Contractor shall also verify tha there is no damaged framing that was not addressed in stamped plans, calculations, and cert letter (where applicable) and notify the Engineer of Record of any concerns prior to starting construction. Current Engineefring STAMPIED lN25122f EXP:212812023 I*-'er Florida Statute(F.S.) 377.705 (revised 7/1/2017), 1, Methode Maniraguha,PE (# 8500 vn engineer licensed pursuant to Chapter 471, certify that the PV electrical system and 8ectrical components are designed and approved using the code requirements and Qtandards, contained in the Florida Building Code. iiiiiiiii�illillillillillilli�iiiiiiiiij� 1111111i", III III 111;��111111 11111111 iiiii�illill §M=, Prepared by: Current Renewables Engineering Inc. Riverside, CA Projects@currentrenewableseng.com i, Q� 96o Chicagc.� jl%.-�ve. S nite 1""IR, 5 li'l' 4/t 't [11110 1"U"SS IONA LTS,"'kwl ME M 0- 1 COW*] 0 fAl lk U91 Z14 -lr.... # SOLAR" 41 4IMODULES #:MICRO -INVERTERS (N) JUNCTION • 200A MAINPANELA MAIN BREAKER NON -FUSED AC DISCONNECT ENPHASE IQ COMBINER BOX 4 GENERAL 1. APPLICABLE CODE: 2020 FLORIDA BUILDING CODE (7TH EDITION) & ASCE 7-16 MINIMUM DESIGN LOADSFOR AND OTHER 2, LAG SCREW DIAMETER D .. DESIGNED PER 2020 FLORIDA BUILDING CODE (7TH EDITION) REQUIREMENTS. ALL BOLT CAPACITIES ARE BASED ON SOUTHER YELLOW PINE (SYP) RESIDENTIAL WOOD ROOF RAFTERS AS EMBEDMENT MATERIAL. 3, ALL s DESIGN CRITERIA AND PARAMETERSFOR HIP AND GABLE RESIDENTIA ROOFS,# O r TO MAXIMUM 7/12 PITCH) ROOF IN SCHEDULE.D VERIFY THAT MEAN ROOF HEIGHT DOES NOT EXCEED i ! CONTRACTOR4. ROOF SEALANTS SHALL CONFORM TO ASTIM C920 AND ASTM 6511, AND IS THE RESPONSIBILITY OF THE # PILOT DRILL AND FILL ALL HOLES. 5ALL DISSIMILAR MATERIALS SHALL BE SEPARATED WITH NEOPRENE WASHERS, PADS, 6. ALL ALUMINIUM COMPONENTS SHALL BE ANODIZED OTHERWISE NOTED, 7. ALL LAG SCREW SHALL BE ASTM » STAINLESS INSTRUCTIONS.8. ALL SOLAR RAILING AND MODULES SHALL BE INSTALLED PER MANUFACTURER 9. CONTRACTOR SHALL ENSURE ALL # PENETRATIONS TO BE INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE (7TH EDITION) OR LOCAL GOVERNING ELECTRICAL NOTES ENVIRONMENT. 1.) ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, AND LABELED FOR ITS 2.) ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90 & 75 DEGREE C WET 3.) WIRING, CONDUIT, AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY AND LOCATED AS CLOSEAS POSSIBLE# THE NEARESTRIDGE, OR 4.) WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC 110.26. 5.) DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS, CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS, SUPPORTS, FITTINGS AND ACCESSORIES TO FULFILL APPLICABLE CODES AND STANDARDS. 6j'WHERE SIZES OF JUNCTION BOXES RACEWAYS. AND CONDUITS ARE NOT SPECIFIED THE CONTRACTOR ACCORDINGLY. SUPPORT7.) ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. 8.) MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AN]( MODULE # ND MANUFACTURER'S INSTRUCTION. 9.) MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER E.G.0 VIA WEE5i LUG OR ILSCO GBL-4DBT LAY -IN LUG. 10.) THE POLARITY OF THE GROUNDED CONDUCTORS IS NEGATIVE GOVERNING CODES: 2020 7TH EDITION FLORIDA BUILDING CODE: BUILDING 2020 7TH EDITION FLORIDA BUILDING CODE: RESIDENTIAL SHEET INDEX 2020 7TH EDITION FLORIDA BUILDING CODE: MECHANICAL PV-0 COVER SHEET 2020 7TH EDITION FLORIDA BUILDING CODE: PLUMBING PV-1 SITE PLAN WITH ROOF PLAN 2020 7TH EDITION FLORIDA BUILDING CODE: FUEL GAS PV-2 ROOF PLAN WITH MODULES 2020 7TH EDITION FLORIDA BUILDING CODE : ENERGY CONSERVATION PV-3 ROOF ZONING AND 2020 7TH EDITION FLORIDA BUILDING CODE: EXISTING BUILDING ATTACHMENT PLAN 2020 7TH EDITION FLORIDA BUILDING CODE: ACCESSIBILITY PV-3.1 ATTACHMENT DETAILS 2020 7TH EDITION FLORIDA FIRE PREVENTION CODE (NFPA) PV-3.2 ATTACHMENT DETAILS 2017 NATIONAL ELECTRIC CODE (NEC) PV-4 ELECTRICAL LINE DIAGRAM WITH CALCULATION PV-5 PLACARD & WARNING LABELS DESIGN CRITERIA: PV-6+ EQUIPMENT SPEC SHEETS ROOF TYPE: - ASPHALT SHINGLE NUMBER OF LAYERS: - 01 1. Prior to commencement of work. the contractor shall verity the framing sizes. ROOF FRAME: - 2"X4" TRUSSES @ 24" O.C. spacings, and spans noted in the stamped plans and accompanying calculations and STORY: - ONE STORY notity the Engineer of Record of any discrepancies prior to starting construction. SNOW LOAD: - 0 PSF 2. These plans are stamped for Structural code compliance of the roof framing WIND SPEED:- 145 MPH supporting the proposed PV installation referenced only. These plans are riot stamped for water leakage. Po' modules, racking, and attachment components must follow WIND EXPOSURE:- C manufacturer guidelines and requirements. RISK CATEGORY:- II ,. Please see accompanying Structural Calculations report for details regarding calcrllations as well as limits of scope of work and liability. -AERIAL PHOTO i6" VICINITY MAP A i k ) W — E S »° $ W ATE tO R V0 k; ZONAL '<;°rrrtaall �sr������ j� 1 F W .. QG VERSION DESCRIPTION DATE REV INITIAL RELEASE''., 10107/2022 '.. UR PROJECT NAME 14 SHEET SIZE ANSI 11" X 1] " ROOF ACCESS POINT SHALL BE LOCATED IN AREAS THAT DO NOT REQUIRE THE PLACEMENT OF GROUND LADDERS OVER OPENINGS SUCH AS WINDOWS OR DOORS, AND LOCATED AT STRONG POINTS OF BUILDING CONSTRUCTION IN LOCATIONS WHERE THE ACCESS POINT DOES NOT CONFLICT WITH OVERHEAD OBSTRUCTIONS SUCH AS TREE LIMBS, WIRES OR SIGNS. x 65). o� 'o, .ol �j -0 -oo' % 1<1-1 lo, .oe ol ool ool NOTE: ® ALL ELECTRICAL EQUIPMENT, INVERTERS, DISCONNECTS, MAIN SERVICE PANELS, ETC. C. SITE PLAN WITH ROOF PLAN loe SHALL NOT BE INSTALLED WITHIN 3'OF THE 1 SCALE: 3/32" = 1'-0" \'� GAS METERS' SUPPLY OR DEMAND PIPING. FU-m-1 UTILITY METER Fm-s-p] MAIN SERVICE PANEL AC-Q AC DISCONNECT FC—B] ENPHASE IQ COMBINER 4 F —JB JUNCTION BOX FENCE GATE PROPERTY FaTiINKTA�-21 I �,� VERSION DESCRIPTION DATE REV INITIAL RELEASE 10/07/2022 UR U) ui uj & 0 IT • 0 0 u- ry —j 0 w 00 W • C)• -j cO p Z w A < 7- N SHEET SIZE ANSI B 11 " X 17" SHEET NUMBER Pv- 1 NUMBER OF MODULES = 15 MODULES MODULE TYPE = JINKO SOLAR JKM405M-72HL-V (405W) MODULES UNIT WEIGHT OF ARRAY = 229 PSF DISTRIBUTED DEAD LOAD: 2.65 AVERAGE ROOF POINT DEAD LOAD: 39.12 LBS TOTAL WEIGHT: 860.74 LBS PHOTOVOLTAIC MODULES J|NKOSOLAR JKM405KX'72HL4/(405V\/) 7906''--�� � | r / 3§^FIRE PATHWAY 10^FIRE PATHWAY PLUMBING VENTS, SKYLIGHTS AND MECHANICAL VENTS SHALL NOT BE COVERED, MOVED, RE-ROUTED OR NOTE: APPROVED ROOF ATTACHMENT ATTACHMENT DETAIL PAGE (S)" ARRAY AREA & ROOF AREA CALC'S AREA OF NEW ARRAY AREA OF ROOF(PLAN TOTAL ROOF AREA (Sq. Ft.) VIEW) COVERED BY ARRAY % 15% ROOF AREA (ARRAY <33% OF ROOF AREA) ROOF TYPE ASPHALT SHINGLE ROOF ROOF OF ROOF AZIMUTH TRUSSES TRUSSES MODULES TILT SIZE SPACING wx m zr 149' z"x*" 24r0. NOTE: ACTUAL ROOF CONDITIONS AND TRUSSES (OR SEAM) LOCATIONS MAY VARY. INSTALL PER MANUFACTURER(S) INSTALLATION GUIDELINES AND ENGINEERED SPANS FOR ATTACHMENTS 12001011 22 OR FLASHKIT PRO vERomw DESCRIPTION DATE REV INITIAL RELEASE 10/07/2022 UR wa*312malrakyliz uj FA7CD AC DISCONNECT a- — Fj 7B JUNCTION BOX RAFTERS SHEET NAME UNIRAC SM STANDARD RAIL ROOF PLAN WITH UNIRAC FLASLOC OR MODULES FLASHKIT PRO ATTACHMENTS SPACED AT 72" O.C. SHEET SIZE ANSI B ENPHASE ENERGY MICRO -INVERTER SHEET NUMBER ( ULE TYPE, DIMENSIONS & WEIGHT ATTACHMENT SPACING PHOTOVOLTAIC MODULES ROOFZONE SPACING WIDE UPLIFT UMBER OF MODULES = 15 MODULES J{NKO SOLAR JKM405M-72NL-V (405VV) MODULE TYPE = JINKO SOLAR JKM405M-72NL-V (405" MODULES MODULE WEIGHT = 49.6 LBS f 22.5 KG. ZONE 1, 2e 6'-0" 4 FT-36A210 79.06 - ZONE 2n, 2e, 3e 6'-1"' 4 FT-52.3930 � I � _____ MODULE DIMENSIONS = 79.06"X 39.45" = 21:66 SF C...__�.___. - ZONE 3r 6-2" 4 FT 60.2580 AlklawkMaLtin a..� s ■ ROOF WTOIIT ROTE fi AR PANEL LAYOUT CONCEPTUAL,AS •i ! i CONFORMS WITH THE REQUIREMENTS CONTRACTOR aY ADJUST PANEL r a i : l•. ��: � � i:' is i � �: tv1vrmTm1 `• y'1 a aMIN . a a THE CONTRACTOR DRILL AND FILL ALL HOLES, DISSIMILARALL MATERIALS SHALL BE .a.a WITH NEOPRENE iJ&: !i' i a, s 1 1 ■ A •„m0matelli a � ,. ., of •t .t f I •' /' i !! i mr,17 RLOCAL OCODE. NOTE TO LAYOUTNOTE FIELD ADJUSTMENTS CAN BE MADE TO THE OF ARRAY. i i ' "TwAl IL a i # Oil II I: •!1" PRO A TACMITIERTS 'ACED IAT• ����T9tt1t1�tdlp�ff7� NX m . 8,5003 b T TE Off° DEL MAR, CA 92014, USA VERSION DESCRIPTION DATE REV INITIAL RELEASE', 10/07/2022 UR PROJECT NAME • • • # #" i ,' 4- •, re ILL Elf N •C,# i • • C # s" SHEET NAME ROOF ZONING AND a SHEET SIZE ANSI B 11" X 17" SHEET NUMBER SEE ENLARGED VIEW I (N) PV MODULE NOTE TO INSTALLER& VERIFY THE ROOF FRAMING INFO BEFORE INSTALLATION AND NOTIFY THE FOR IF THERE IS ATTACHMENT DETAIL ANY INCONSISTENCY BETWEEN SITE VERIFICATION AND THE FOLLOWIN& 2x4 TRUSS Cam?24" OC SPACING WITH SCALE: NTS MAX UNSUPPORTED SPAN EQUAL TO OR LESS THAN 7 FT. SS SERRATED FLANGE NUT t1l ARAM END/ MID PV MODU UNIRAC SM STANDARD RAIL SS SERRATED T-BOLT (E) ASPHALT SHINGLE ROOF ROOFMEMBRANE 5/16" X 4" SS LAG BOLT W/ SS EPDM BONDED WASHER, 15" MIN. EMBEDMENT. 0 mul NOTE: ACTUAL ROOF CONDITIONS AND TRUSSES (OR SEAM) LOCATIONS MAY VARY. INSTALL PER MANUFACTURER(S) INSTALLATION GUIDELINES AND ENGINEERED SPANS FOR ATTACHMENTS ow m" ME" MA E tj No. 85oo 3 A E OF 0% 0 IR, �1 hAv 74 . ...... . . DEL MAR, CA 92014, USA VERSION DESCRIPTION DATE REV INITIAL RELEASE 10/07/2022 UR PROJECT NAME 0) ILLI 0 d LO -r 't LX) 0 Q_ 0 _j Cy') L0 0 0 1 (y) Z LL 0 CY)4, L1j ry 0 'q- ry 0 0 4 b LLJ 0- 00 LLI CY) m 0- w < N < SHEET NAME ATTACHMENT DETAIL SHEET SIZE ANSI B 11 " X 17" ATTACHMENT DETAIL ( SHEET NUMBER ENLAR%t_3ED VIEW) Figure 1609A Wind -Borne Debris Region, Category !I and !I1 Buildings and Structures except health care facilities PV-3.1 SCALE: NTS I ATTACHMENT DETAIL SCALE: NTS 00110H0041WA AXIS 110TVTTT° 0 �'# � BUILDING STRUCTURE ATTACHMENT DETAIL (ENLARGED VI 1191122zr� (E) ASPMALT-nlRGLE ROOF ROOF / DECK MEMBRANE FLASH KIT PRO FLASHING 5/16" STAINLESS STEEL LAG BOLT WITH SS EPDM BONDED WASHER, 2-1/2" MIN. EMBEDMENT. NOTE: ACTUAL ROOF CONDITIONS AND TRUSSES (OR SEAM) LOCATIONS MAY VARY. INSTALL PER MANUFACTURER(S) INSTALLATION GUIDELINES AND ENGINEERED SPANS FOR ATTACHMENTS 130 115 "m im 160, 1 115 130 120 01MEM Figure 1609A Wind -Borne Debris Region, Category II and III Buildings and Structures except health care facilities A EIN s �- Xe N No,85003 STATE OF Aw '0 0 P DEL MAR, CA 92014, USA VERSION DESCRIPTION DATE REV INITIAL RELEASE 10/07/2022 UR [20031MMIRFULT112 ui C 0) C) & • U') 0 CL ry 0 < C) 0 z U_ C:) co Q LLI 0 r — ry LL C) UJ 00 6 C) = Z cO n n w < F— N :D < SHEET NAME ATTACHMENT DETAIL SHEET SIZE ANSI B 11 " X 17" TEMPERATURE MANUFACTURER / MODEL # VMP IMP VOC ISC COEFFICIENT #OF MODULES OF Voc JINKO SOLAR JKM405M-72HL-V (405W) 40.42 10.02 49.4 10.69 0.29%1°C 15 MODULE DIMENSION 79.06" L x 39.45" W x 1.57" D TERMINATOR CAP ON LAST CABLE CONNECTOR Q CABLE (TYR) Wire Tag Conduit Wire Qty A OPEN AIR 2 B 3/4" EMT 4/2 c 3/4" EMT 3 AMBIENT TEMPERTURE SPECIFICATIONS CONDUCTOR CONDUCTOR RECORD AMBIENT TEMP CONDUIT TEMPERATURE TEMPERATURE LOW TEMP (HIGH TEMP 2%) HEIGHT RATE (ON RATE (OFF ROOF) ROOF) -1. 33' IN ATTIC 90* INTERCONNECTION 120% RULE - NEC 705.12(B)(2)(3)(b) UTILITY FEED + SOLAR BACKFEED 150A + 30A = 180A BUSS RATING x 120% 200A x 120% = 240A (N) JUNCTION BOX (N)ENPHASEIQ COMBINER BOX 4 IQ GATEWAY INVERTER SPECIFICATIONS MANUFACTURER/ MODEL# QUANTITY NOMINAL OUTPUT NOMINAL OUTPUT VOLTAGE CURRENT ENPHASE ENERGY IQ8M-72-2-US 15 240 VAC 1.35A 75* SYSTEM SIZE-.- 15 x 405W = 6.075 kWDC SYSTEM SIZE-.- 15 x 290 = 4.875 kWAC (N) AC DISCONNECT BI-DIRECTIONAL UTILITY METER 1-PHASE, 3-W, 120V/24OV, 60Hz L 150A 30A EXISTING GROUNDING SYSTEM (E) 200A MAIN SERVICE PANEL WITH (E) 150A MAIN BREAKER (TOP FED) h-IM Wire Wire Type Temp. Wire Temp, Conduit Derated Inverter NOC (A) Design Ground Ground Wire Gauge Rating Ampacity (A) Derate Fill Derate Ampacity (A) Qty Current (A) Site Type 12 AWG Q Cable 90°C 30 0.96 1.0 28.80 08 1.35 10.80 06 AWG BARE CU THWN-2 OR NM-B 10 AWG CABLES WHERE 90°C 40 0.96 0.80 30.72 08 1.35 10.80 10 AWG THWN-2 RUNINDOOR 10 AWG THWN 75°C 35 0.94 1.0 32.90 15 1.35 20.25 10 AWG THWN M A E N x No.85003 OF ORID ,10 N DEL MAR, CA 92014, USA VERSION DESCRIPTION DATE REV INITIAL RELEASE 10/07/2022 UR U) LLI U) (D 0) W -j c) LO -r "t LO 0 0 0 < CO LO 0 0 1 < _j c:) ry 0 0 j N 0 U- 0 LLJ 4 00 CL C14 0 LJJ 1 C) Z LU < F- -71 N < SMEET TIAME ELECTRICAL LINE DIAGRAM WITH CALCULATION SHEET SIZE ANSI B ELEtCTRICAL LINE DIAGRAM WITH CAUCULATION SHEET NUMBER SCALE: NTS I PV-4 LABEL LOCATION: 96•14A LABEL LOCATION: MilAIN SERVICE PANEL,j W LABEL LOCATION: AC DISCONNECT NEC 69013(B) LABEL LOCATION: RAPID SHUTDOWN A CAUTION PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED LABEL LOCATION: MSP (PER CODE: NEC 705.12(D) & NEC 690.59 LABEL LOCATION.' AC DISCONNECT & INVERTER (PER CODE: NEC690.54) LABEL LOCATIOR: SERVICE PANEL IF SUM OF BREAKERS EXCEEDS PANEL RATING (PER CODE: NEC 705.12 (13)(2)(3)(b) LABEL LOCATION: EMT / CONDUIT RACEWAYS (PER CODE: NEC 690.31(G)(3) LABEL LOCATION: jammmism malanslansfull TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUTDOWN PV &4STEk?�-A" IFLLCE SHOCK HAZARD IN ARRAY LABEL LOCATION: AC DISCONNECT, DC DISCONNECT, POINT OF I NTERCONNECTION (PER CODE� PV PANIMS Aill- I d IQ I M I VAT&I LcJ RM] 91 UN 0-0y"T I US 9 R14 L0 0 11 aft Ki ll I WITH (E) MAIN BREAKER \\w- �m A No.85003 TATE OF g z-: 0% 0 R IqA DEL MAR, CA 92014, USA VERSION DESCRIPTION DATE REV INITIAL RELEASE 10/07/2022 UR PROJECT NAME U) Z) C:) 0) w U) 0 C) & cy) C:l o n cr < Z Lo c:) cy) 0 ) 1 0 C) r) W 0 0 lu� C\j ry N U_ 0 UJ J 00 W n cO n w N n < F_ :D < SMEET AAME SHEET SIZE ANSI B 11" X 17" m - I _� I r &a r r*,# 116, 7 16 9 6" 2 390-410 WATT - HALF CELL MONO PERC MODULE Positive power tolerance of 0,-+3% * NYSE-Usted sinre 2010, Bloomberg Tier 1 manufacturer * Best -setting modute globatty for last 4 years * Top performance in the strictest 3rd party tabs * 99,9% on -time delivery to the installer * Autorna-red manufacturing utitizing artificiat intet0gence * Vertically sntegrated, bght control s on quality * Premium solar panel factories in USA and Malaysia LINEAR PERFORMANCE WARRANTY 25-Year Performance Warranty Y- L us sT . .... CE d'a & BUILDING YOUR TRUST IN SOLAR, IT i I I-, ram, ' �" I Marnand Hatf Ceti Technotogy 4,1, kj' j Designed for Long Life shad eTche"ant tr� shaml iill�',, tiy trees!�)r ie o�� v, g Power Boost in Cloudy Conditions o Protected Against AU Env,.ronments ceth; f0ono PE PC Mainom d r el i I 58,75y, 15 8,75nirn M T NQ' af HaO C'Ms 144 2%72� al I 'M W W Hffl jf weigh" 22.5k3,49,6twi3 Free, Mav's 3,2mm, Anfi-RaRecNar, Coating pere ifigfl Transmission, Low hun, Temd Mars- 4 -u F rai P, P Aroid�zed Alumft m Juriction Sox W67 Rated outimlC?bflcs 12 AAw, 1400mun 15,5,1,12irO or Cummmized Length FiraTvpe Type I DEL MAR, CA 92014, USA jilik M11, Presswe R'Wnq 5400Pa sSrevii & 2400Pa ftmo 1 R R C F 'Fl I t/ j VERSION Temp ra4veCrefflriew,,o(Pmax -10 DESCRIPTION DATE REV Ternperitura CuefficierAs of',lat INITIAL RELEASE 10/07/2022 UR Tepnperatwre' Ciieffkwusof Isc 0A48%/'C 1"R IF- 0 R rvl, A N M P R A T5,11-3 R1 fPE '[4, 0 N e PROJECT NAME 'e X I M U'All F', A"N ib, OpLra%dng Ternperatuz e .Ir3 maximurn, sysirmVaRalle -40'C-85'C 1500NDCfUL and MCI < Maximum, Series FuLe Rat�nq 20A U) U) Uj Lo -H4 P R" Al �W Li) 0 0 tTo paUwta One stark) w < CO U-) 0 CO 10 27pesfpaliel, 54r,o/5tack, 594pc5/40'HQ Cgritainer 0 CL C) N E L rt'f" 74L C' 1'161 -11 R S T U— 0 Muduie Type JKt43?0?A- 72HL V jKM395M-72HL-V jf0K4N,)M-72HL-V A14405I,4212HL-e 11-1,71,14 '12111- -e JKM410M-72M, V _j STC NOCT S'r C, NOCT - STC NUCT STC NOCT ' STC NOCT Uj 00 W C) Uj W40,42Y17'ev a- (N Max',,num Pmer !Pmax) 390WP Meta 39514vp 2?T`Wq 400eip 294Wp 405ft 298wp 29e 41OW9 302oni —j afa xknurn Powtv aaftaqe fllmp) 370V 3?yW 27, 4V 41,16V 374V 40-1,Wo 18'ev 0 Z Uj Maximum Power curre"'I ,4'npi 9,84A 73;A 9.90A 7,77A 9.96A 7,82.4 1002A 7, 88A 10,08A 7,94A CO opeii-r kcuilt ir�Raqe Noc � 4s-W 4518V 48,8v 46AV 4s'n? 4612V 0,4V 46,11V 41,6v 46,7V Uj < shor t- C i f C "hi Y C u r r eni [I &Ci 15,46A 8,415A o13 54A 8- 5 1A M61A 8 57A 10,69A B 63 A RI -76A B.; 9A N < Modute Effidency STC I'k r 111-A 3% lese% 20.13%, ST C o i iaj n c e 10 0`01 `0,11 fT, D�' 2F 1'ei'Te. erC A N1 1 5atu�, SHEET NAME NOCT- o -, - re 2,0" Arnbien,Tafipf, f- AM 15 W'nd So-eed 1nn,"s SPEC SHEETS V SHEET SIZE BUILDINC YOUR TRUST IN SOLAR, ANKOSOLAR U'S ANSI B 11 " X 17" SHEET NUMBER ENPHASE Our newest IQ8 Microinverters are the industry's first microgrid- forming, software - defined microinverters with spirt -phase power conversion capability to convert DC power to AC power efficiently. The brain of the semi conductor -based microinverter is our proprietary application -specific integrated circuit (ASIC) which enables the microinverter to operate in grid -tied or off -grid modes. This chip is built in advanced 55nm technology with, high speed digital logic and has super -fast, response times to changing loads and grid events, alleviating constraints on battery sizing for home energy Systems. Part of the Enphase Energy System, IQ8 Serws !Q8 SeresMicroinverters redefine re4ribiffty Micitanoirters integratevith the Enphaiar iQ Banory, at andards with. marre than onemilscn c Lanu or Ne Enphase M Gat emy, and the Enphdgw Appmurfftonro; twurs <9 power -on Testing, enatiting an industry- ard analysis saftegare. Is a afrig i im, ite d wa r., a nt y , ;t u p T o 25 years.. Connect, PV nodulesquickty and easily to IQ8 senor, UGrornverters usmy; The included Q-DCC-2 adaptei cable vifth pluq­r�-pfay MC4 cangrecrals, ttt CERTIFIED L= IQ8 Serras Microinverters are UL L � :;tras Ps Rapid Shut Down Erfulp ment and conform with ataricsiasreguiatrofingto manufaclurer's inetructione, Ca 2022 Eno :prate Ererg x Aft rights reserved, E nphase, the En phase logo, 28 Micro,' avertcrs, and ot iar names are tradernarks of Enphasee E nei gy Inc, Data subject to c he nge IQ8SE-DS -00 01 - 01- EN US -2022 -03-17 Easytoinstall Lightweight and compact with plug-n-play connectors Power Line Communication (PLC) between components Faster installation with simple two -wire cabling Mgh productivity and reliability Produce power even when the grid is down" More than one million cumulative hours of testing Class It double -insulated enclosure Optimized for the latest high- powered PV modules Microgrid-forming Complies with the latest advanced grid support — Remote automatic updates for the latest grid requirements Configurable to support a wide range of grid profiles Meets CA Rule 21 W 1741-SA) requirements On iy when instail ad with i Q System Cora roller 2, meets lJL 174L 10814- 208V operates an iV in grid tied mode, PQB Series r4tc rai rwartere supports split phase, 240V, fQ8H -208 supports split phaae, 208V only. CommWy used and We pairingP W 235-350 235-440 260-460 295 - 500 320-540+ 295 - 500+ Modurecomplit"iWity 50-cell/120 half-ceil 56-cefi/132half-GeHDarr 72-rali!/144haff-cs,41 WIPPI'veltageogritte V 27--37 20 - 45 33-45 36-45 38 - 45, 38-45 Operating range y 25-48 25-58 Min/max start liotage Y 30 t 48 30/58 Max input Do voltage V 50 60 Max DC; ctorent' J.,nadule, iscl v 15 ove'r,voitage class Do poll 11 DG port backfeed cut rent RDA 0 PV arou, contguration IM Ungrounded array; Noadditionai DC aide protection required; AC side proteution Fequke,5 gnaA 20A per branchorcuft Peak output power VA 245 31-JO 3W 366 366 Max contnuog)s output power sa 240 290 325 349 380j 360 Nmoinal (L-L) oaftage/rangira V, 240 211 - 264 20A W - 250 Max continuous Output cwragnt A 1.0 1.21 1.35 1,45 t5s 1,73 Norgirgal frequency fU 60 Extended fnmiuenvy range H7 50-68 AC short cirourt fault our rent over 2 4A 3 crone-, Arms Max unim per 20 A (L-L) bfanch circ&t` 16 13 it 11 to 9 Trpai harmonig, dittonlyn Ove, rvo itage, c ef s a AC p art AC port backfeed current MA 30 P aeor factor setting ro Grid -tied power factor (adjustable) 0,85 Iwadepi - 0.35 laq , g _ gin Peak effictancy % 97,5 97e 97.6 97,6 97,6 974 CECvgeqhted efficiency 9, 97 97 97 97 Nighti-tirre jags ver norsoar, ptnan MW 60 Ambient tarradeature range -40"Ctr, 600C,(-401,Fto1401F) Pelatrie hungkirly range 4% to IOM/. inorcen a, ig) Do Connector typer MC4 Dimensions (HxVVxD) 212nim (8.31 x 175 mm (6.9') x 30,2 mrn 0.21 weight 1.08 kti r2,38 lbs) cooling Natijrdconvection- nafam, Appleg,ed fog wet Most ions yes Prat! utiondeTex, PD,3 Ero,EQaura Class Ii doubie-illated. cor rosion resis' tant poptneric enclosure Enviorn, category / UV exposure rating NE MA Type 6 / outdoor CARuie21(ULTAn­SX UL 6009-1, UL1741AEEE1547, FCC Part 15 ClassEf, ICES-0003r-6assP,,CAN,'C,'SA-C22.240.107.'a-01 Celt dicatoms Irtoweduot is ULmisted as PVRaoid shut DownEquipgrent and conforms with NEC 2014. NEC 2017, and NEC.2020section 690.12 and C221-2cM Ruin 64218 Rapid Shutdcwn ref PV Systems, for AC and Do conductors, when Installed accordingto manufacturer's instructans, (1) The 10814-208 varamt enIf be operating in god-Tiad made only r, 208V AC, (Zy No —0forced DC/AC, ratic, Sea the, compatIbifity calircoator at (3) Mayiniumcorniraexag input DCcurlent is 10,6A (4) Norninalvoitage range car-, beeilterided beyond nominal If mouired, by the utifty, r5) Limitsmayvan/. Refertolocal requirements to defs-ar tin�srrumbef ofmiccdnvrters per branrilin Vow area. 4QBSE-DS-0001-Cad-EN-LtS-2022-03-,7 DEL MAR, CA 92014, USA VERSION DESCRIPTION DATE REV INITIAL RELEASE 10/07/2022 UR PROJECT NAME W W W C:) _j M d C) L0 00 0 _j < 01) 1 0 1 >- 5 3: CO 0 In < I• 0 0 N cr- W 00 W IN• C:) N W o 0 CIO r) Z Lu CL < N < SHEET NAME SHEET SIZE ANSI B 11" X 17" M ripCam' 11, t,,rA h x-a r A 1A 1 4, u . I I ;-,:: . -4,l A+ X-1Q-AM1-240-4 X-1Q-AM1-240-4C Includes M Gateway for ar'd cc)rr!,Tor1 Lrwrras�,, Mobde Conr,,ect cefl ulw rnoriern (C,Eu-fA0rj'E,v,4,x -06-SP-7)5), indr.ided ordy "m"h IQ C,,:ombwjeC M'dudes sular shecl to r-naut E. nphase iQ B dtfevy anc'! deflecl N-,�at Rextie, ,neivwork4n, -,upp , Ir, W -F or- 1 Crjuan,,,,I Ar- receptade givadable for P!,C brrdge Provides vroducuon meUqiro; and � nr On'; " " n t i f 3 a Simple Centered rnouroing braclkels supp,,�rt Single st-,ud arouniirrg su'r)Pw"; back and svie corkd0z r,-,n,,ry Upw foua 2-poie bravcb cv-1wts fof 240 VAC pl,ug-m byeakr-ss ffict mdudedl 80A tota� PV or storage brwnch. c+rcufts Reliable Duat,,Je NRTL NEMA type 3P, -,nclosurp ➢wgc #uded fo rbr-Ah Ina i Q Combner S KtY,', UL isted LWEn 'TO learn more about Enrpha„e ENPHASE Enphase IQ Combiner 4/4C MODEL NUMBER . IV r""'hose" oon-,,,,gjy prm-.'d a cv�, �T 'izwd f,7, lm',,e�,y",�-,,,',� �-'vc—nup PV mc-,Ae rmg 4�, 'X '1 Q Ab,,2 14,0Q 4c 1 ,A, 5"'j momlorng W� 15r F-phwe, rlohre C', onnmv," A' 06 sp,""R ntug "am-,", P�qy, f0f <A4-a,,Wbre *n, !h,, IUS, ddzr Rtc� jod, �JS Wgp Ito.- rhe are?, a 9e oathervand X'j and opeci ACCESSOWES AND REPLACEMENT PARTS (nr,,, mc41,-,d,,wdPse, aralpsy) ur'por/,, "',azon SR210, SR2 5, &,,,2Z:, EQ2,"3, ard`rR21,3,'; cv 1.tO,. b,eak,-,s br-akc��, 2 xAe, -1,0A, �, w„,,RR,'Pfj EF'K, �5A-Z240V 2 gnie' �Sik, En�M,11 B""'? �� Cu cu�� 24PN' 6 Cur;ncd ,a, 2RK-20A�,`P 24C',V-3 2,po'le, 20A,Euir, 9R220r,woh i Pb,"ve hne carner quentaf - ontpwr XA SOLARSH,01—) ES soi,. ,hed 1,;, 'Q YA-PL11 XA 'ENV -,urnhmp� 4AC ELECTRICAL SPECIFICATIONS cc-wumoous amy 2,C), ! 2,, vA,", 10 r i, Fawrfip buwarriA�rv, 6SA Mar fa, ; pfllsto "r, 64 A �,Ic,frnw,ro�,rq Ak r, Rlance c�mua�� uwjlar arrdjo� �oon,*F f ikpuq [r/"stri�uIed Gprwret,on(DG) crJy,,nw mchud'ed) klax ..!.;,:A. be af, �ilwq vp ot) XA neawm WwK,, blez"W',"r CT MR A sx,,IW core pm, �,nsl, aripda-,dwined" ("7 �CT,2GO S,'PL,M A 200 A MECHANICAL DATA Dunensk)ns (VkHRAD), r.56., 49,5 j"16 8 crr, (1,'4,7fYv, 130' x 6,63`5, ,#vgftt a, 21 Ofj'(1;3 5 cm) wrh 7 5 Ig /.! t, � b, As' 46-- C J;-4�,' to 115', F) End,os,,vr� emm,'munantav, raung Ouldorg, nffi*d� NEMA type 3R, pAy wbonvAe cerr,�,Tnucmn "Jue A 5,0ik mpuv, �4 lou 4 AWN3 owpwl, ,,,wdvVcv, 60 A mp rt 4 to A,,NG ",Awn�u, -cw,'rbMcd�-,u-pu1, g c Nc,r,,a. ,A ,-Jrovva 4 u, "Ar), ccpppr A--,v,ayr foM oosr, S,z,ng Aftdrgde Tb 2,js%" rneten INTFRNET CONNECTION OPTIONS T-11;11�;�--�;u ----------- --- 06,31P 05, 1,11,11,11,01�,'ll,�VII ,4111, AIT-1015,4r, �"'a,ed i 'i ceht;iar r-k"re ar, Enphr,� Opdoni0, r"Z45EE raf Car rQJTF1 Etheo,.,�'t caNe ftbot, rnchu&ed) COMPLIANCE 6',"CAN" ',-; A 22 2 'No 610', s-1 TO iearn. more about Enchase offer i s, visa, npfta..00m cow, T ENPHASE VERSION DESCRIPTION DATE REV INITIAL RELEASE 10/07/2022 UR I Is SHEET NAME SHEET SIZE ANSI B 11 " X 17" F_ PART # TABLE 0 P/N DESCR PTION 302045M UNIVERSAL AF MID CLAMP - MILL UNIVERSAL AF MID CLAMP - DRK UNIVERSAL AF END CLAMP - MILL 3 So 02050D FU'� NERSAL AF END CLAMP - DRK 4 tFUNIRAC 1411 BROADWAY BLVD. NE ALBUQUERQUE, NM 87102 USA PHONE: 505.242.6411 WWW.UNIRACCOM DESCRIPTION: T_ 30mm to 16mm MOF.XJLE FRAME 30mm 46min MODULE FRAME V2"ii DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL 1/4" BOLT LOCATION—,\ 2 Y,6" Xs" BOLT LOCATION 9211191m 320132M 310132C SM RAIL IZ'MILL SM RAIL 132" CLR 320168M SM RAIL 169' MILL 869UNIRAC an 1411 BROADWAY BLVD. NE ALBUQUERQUE, NM 87102 USA PHONE 505.242 6411 VW&UNIRACCOM PRODUCT LINE: SOLARMOUNT PART DETAIL DESCRIPTION: 'I STANDARD RAIL DRAWING NOT TO SCAL,71, ALL DIMENSIONS ARE NOMINAL PRODUCT PROTECTED BY LEGAL NOTICE rslxllm�* �#M_ll VERSION DESCRIPTION DATE REV INITIAL RELEASE 10107/2022 UR PROJECT NAME U) W U) UJ & U) Iq Lo 0 In 0 < 0 n < 1 0 0 U- 0 UJ _j 00 ui ni 0 co w < 2177 N :D A SHEET NAME SHEET SIZE ANSI B 11 " X 17" SHEET NUMBER PV_9 FLASH ';C FLASM-01"', is tilliffiate, attoch""ai-"en't for CWUPOSUKM ShIfto Ile anni""'! roile'd coi-lip rooifs. Thie all-i,flll-oile l'flolnilk install's, fad ---- no kneeling or), hot routs to iristredl flaisfll"d"na' ot"', P-", iing m cuflimu �,,Nrnicxlm rim ptd`mg nads, tinply arrve the lan; boll and sealan"I", int", t"no, ba--s.e. FLASHLDC's �oateitt'edTRIPU SEAL h-,,chuniology preserves 'I e roof airri i , L '0 t pl'atfeds fl""e inenetration, "'v'allh Tt I po� melfuul Pf"-EISSIffe sea!, Kiffie'd with iag boflfsand tor ri`!'1,.1X!'F11U'1 "Onmemic,,nne, Dfon't Itist diwurt 'omter, LOC it out! PROTECT THE ROOF ins"I"'00 as ihigfih "'hng"I"n watmprocf afla";N-ml LOC OUT WATER h"i Is "o"maox, - --k- I Vh""'h c nami' o,'ssuviz�rj s"'ahn't Nff, S&'il 0043% wallapnoof c"nnii1'H-J0if. HIGH-SPEED INSTALL d',-vr, au bo,id", s'm:hmt inm thx"I FLASH LOT INSTALLATION GUIDE PREANSTA111,11, 11-11, J,;�� ja Snap of, a! k, I lnes for at I acPivo"'r-� "NMH91 sn a j) bt,,;iovj jups I ,upc calgi., of shingli.-. nlursu,, 'Loc, al, e � a ftel'S @110 flfllof k a I? a chme int loc at ions, At iaach, hacalwn, drill a -1/32P001 fiffllh." Ch"I'an im suface of ii1irt, ftakl� snifl"vv, and ice Next, BACK11ILL ALL PILOT 0111S MH RAL ANT, Soace e-imMs pier mkrtg systenfl imi'tal�l ',""Pc ut fi Cal ion"S' STE?1,-SECURE Mau, FLASH!, 1"j1C ove, plint hole 'IIth a" On ".J0"j'vn,, slope solc Alie? ,'ie,'Ikafor nm,k,; om sidlcs c#f m"Imunt �:Sith chalk kno. Pass included lau boll afat sealfiniq vmisfter through" FLASHI Mfiito pflol Drive leg, bolt tlnW rnount is held firatly in place. FPDM in he seah ��g ""vashe'r 'v'Ml expand' beyond the edc—e oJ the re, W I roper torq4 ue s,-,applled, 1 STEP 2- SEAL loserl, tip artUNIR MC,' uniaded sea lan, t i ii I'D pu t, intec aiv W se,,Oapt 0 is Math ven ts, Comtkn,uc array insiallakon. ;flittaching,, rafl's to n"Mu.,unts prtwidwd"' I -bult"s, nf LASHLOC 's inst ailed ever mar. 0 a MH �"'ap/joina With sfealam betv',,eu nni,;umt and upslope Mk,,- J sh4qX1c 11 ljursege 11 USF ONLY UNIRAC APPROVED Mt ANTS � rl!Wmlm '5(3; iMd'xj�,d W �` " VERSION DESCRIPTION DATE REV INITIAL RELEASE 10/07/2022 UR U) UJ C) S. 0 < >- () 0 M < Z —j H C) UJ O� N LL UJ 00 CO CL W CL < N < SHEET SIZE ANSI B 11 " X 17' FLASHKIT PRO Ing U N I RAC nmurfmci 0 SJ*D & SEAL TFc,"NOW437 11 FLASHKIT PRO is filhe conn,,,,plete aAtachmena.t sollution for composition shingle roofs. Feafiunririg Un,,imic's patepated b SHED & SEAL technolfwl- a v4eather pioof systerin mAirch provides thw Lifli'mate protection, agy 'Y siolst rai.-,f 8ra,Eks, Kitted in 110 packs foi, maxhtfl'11 flasi-liings and hafdwaiw xe available in Mill or Dark fl-irdshes, Wnh FLASHKI- pro, You, have uwrythm-, I , You need for a qpuiickpw"Issional hnsirailatiorf- I TRUSTED WATER SEAL FLASHINGS HATUMMS 0 SHED& SEAL TErWROGY YOUR COMPLETE SOW CONVENIENT 10 PACKS Flashings, lag; ronfimous slot L-Feet and NinMate Packaged f of speed and ease of handling mill INSTALUTION GUIDE FIATWuG () SKE) &SEAL TF.PHh0U,)GY II"S11EM LAHINIA[A"'1Ij 1r M "''-1POFLASH1H[1SG NF1JIH,J11X,UAHU4 ?uQ, U0FJS110N )FS, NSTht 'Llfflffl' m1mmm i fl Lft;,dC wrA �Ofilis md chalk fkailk tfi Po'JUil mr llari� [Jldi aIa a '-uflol h0"'k"" t<'ach Fill e' ac da hn"[p vlA, afl;'urd ST likill STEM IN IALL FLASHKITPROFLA'�'�"Ijl I I � i I, j AlIk! a # simped ibNTI "A "Oo"i it Vle of fllf," fl'a""Nn-"' wit, e 0" f" ol Ll pow finR dovvm iht,slepe- "Sh, e .1, H J 'he al a"'shmg mvil, -ie, norv'i l, lnimMes fli,ed' y mp J tw"m thle l"' 'u'l 10e as -110", H "o", 11W U'W'� Pwu U eril! of th- Johashmla "'01, ihe" Gi A, 'inn'�S' fli� lont o C n't F, ''e N med hole iv"I�r f t, ilfflr- m IN, waf, ' hfill nst&Ned 'flne -,Afl iWtendl ""inde4o ,af 40 STEP 2 INSIFALL IL -FOOT Fausfi"�"lj 1 filiol a"Id Pa"',hilly in"fir"', by euss.'n'v the In""""fiu'u'led "s i'll"I U N me, L jutit fjIUM", qwimu-,et and fl-le ,a1""-'P01 lic"it" m lhfl,"ishinu hu i do", h"ulie 1p tile ww"'t �affiu� Afl,"AC'11 L FOOT F(01 RAfl, 1 nw, 1H , mt �"mhl flhe' I 'll"""" is hi"!d tleu�y m piace, �s Jn , "FI)m fl'-'e" undt,"-Alie iuf ""I"t 1, ked f"he vva-'4leg; vAlpn lb. vool)e4emq) applic ojaj�;w af�d 2, ;11 """af;h mof o0l STEP 3 AT1-/'%,kC"H L-FOOT TO RAIL 'c' w0 ":� mlo fl""' jovv'ef sinl' o"n., t"he R"aw �sfb'd -'epaigi'V)silaw,,4',32 T")- '--flafich ffil, s pacm- "ie of ;"ift; ct in-oo'h' ', 1, id an'd d mad',-ai emd of US �W�'P,M ho i i I .1h Ai ,ens. ' ctfl" 'n mlo u""'sf'! t il 1 lu"I'le L oc-1 ,-,0 y an',,b 6 e H w hw� "'w"Veot "of 11he T Y,a,ia �8' ffie 3/8"' 1, ilill an"d "Cl �Lll 's P hn� --q � ; � t "u P ul affl I-, eet arf, Rt S,H o 4 �—;M'� ;-"di ?"-wd, 'w'� ue uclh ,,v fl, a ,,L Adlir,", the lev""�l "Hfl WW' bwdl VERSION DESCRIPTION DATE REV INITIAL RELEASE 10/07/2022 UR 1=0111061m A W D C:) 0) W C) U) 0 n I o < CO T- kj 0 0 1 < z _j LL C) co < or 64 T- ry W 00 n 6 U' 0 00 3: 0sf Z - w 0- < F- N SHEET NAME SHEET SIZE ANSI B 11 " X 17" BONDING CONNECTION GROUND PATHS: It, 111,11LAA1.711110 1111STALN GUID'I E PAGE ---------------------------------------------------------- -------------------- N,: SM SOLAR gas: CODE COMPLIANCE NOTES404 411 rAa MOUNT 111 ST3LLAT11,11,01I9 SU11,01E "I PAGE I ----------------- ----------- ------------------------------------------------------------------- I -------- ------------------ SYSTEM LEMFRE CLASSIFICATION The system tire class rating requires installation in the manner specified in the SOLARMOUNT Installation Guide. SOLARMOUNT has been classified to the systern level fire portion of UL2703. SOLARMOUNT has achieved system level performance for steep sloped roofs. The fire classification rating is only valid on roof pitches greater than 2�12 Issippes 1, 2 inches per Root, or 9,5 degrees), The systion is to be mounted over fire resistant roof covering rated for tie application. There s no required trimimum or maximum height timitation above the roof deck to maintain the systern fire rating for SOLARMOUNT, Module Types, System Level Fire Ratings. and Mitigation Requirements are listed below: Rail Type Modute Fir. -Types System Level fire Rating Rail Wertion Module Mitigation Orientation Required 'pandood & HD Rat, 1, 2,3 Mot rGa.1 "Rnm, lit mth t19'ai ays A, Cot, 8 cl— C Ea- ate Lorofapa, OR ponicat None ReqW,ed h,sne, 19,22,25,29, & 30 rJas co-s.uth und5cald, OR ptneatt N. d Licitit satt P. & 2 Uses is, =lass 3 & (la's C. r Eaotefed Laddscane OR, par't-od' Nara Required ointh-sotdf� Landnars. OR rn'Traft Norer PNuinm Stanndstit, Light & 4 & 5 Cia,,, A, e iart 8 x 0­5 C lart-fidep L4, pet 'Wa, HD Rai t' edscii OR'sifil'sit la" Mount tedjUApu9 Guide OR od'eaft Z UL2703 CERWICATION MARKING LABEL v UNIRM' Linoac SOLARMOUNT is listed to UL 2703. Certification marking is embossed on all mid clamps as shown, Labels with additional information witt be provided � After the racking system is fully assembled, a single label should be applied to the SOLARMOUNT rail at the edge of the array. Before applying the Label, the corners of the Label that do not pertain to the system being installed must be removed so that only the Installed system type Is showing. C us f 266909 !#IN -SM SOLAR U U ---------------------------------- A 'A , BONDING NDCLAMP ASSEMBLY BONDING NDCLAMP ASSEMBLY BONDING RAIL SPLICE W 419 B.W its Hndau—son, ii—d in,-- spuue f- ots! inde ,it seal.,, ,modoallion To t—of neidtai, to module ih,tunkf damp AW1of­1 as- bar Imin, ell", .4 1sp I fa Stai.L-es ateet nol do'ns ahaninwit cdor", to rtaintIM St-f T-boll o' ­nl .R . lsl� blori, Rpi sa a- al—tse uf W4­ n ve gns-ded. ,13 Serated T bott, hetol, isPrietratin fait anodi Zation to bandr-pot' Z, nut, C Rob, and ..diiUa to SsA fail BONDING MICROINVERTER MOUNT milt anK b.11d, trielci =ih Pda, e, , tOmse oats.,,.", dee� T W, 0 S­1.el "i—­d a rni _fcoct rice noel Semi -'a" f I S1. I .,d fat, nnt 1— -.6-6- bsd r -F.s, . qsmi- rGat T-Mt, a5-1-d 7 — 1—d srodmu 1. f—W 7 Wit, mr„ ­d L f— 1. g,.,dd ym'pi E '-p A RACK SYSTEM GROUND f WEEgWashl, nufall pi,111 tmxtilod 1,ts t. r­ bod between at and any 9 WkI-pp't It, Wg 10 fue'de , a.i'Y'— 9­1 8-9— SOLAR STANDARD SYSTEM GROUNDING -11 MUUN I ---------------------------- -------------- ------- "G omvcdoE LUG PER Row OF MODULE'._ onty one Wit; Per ro",," faf rnnsiu,"'es i requinidee Page F for addiflons! iusq required for rxisainsi I N S 101 N 11G` 114111111, D t-E ;1 P A G E i'Z) ------------ -------------------------- ------------------------------ �e 5 W WEEBLUG CONDUCTOR - UNIRAC P/N 008002S: Apply Arib Seize and insert a bolt in the aluminum rail and through the clearance hate in +he stainless steel flat washer. Place the stainless steel flat washer on the bolt, oriented so the dimples will contact the aluminum rail Piece the lug portion on the bolt and stainless Steel flat washer install stainless steel flat washer, back washer and nut, Tighten the nut until the dimples are completely embedded into the rail and lug, GROUNDING LUG MOUNTING DETAILS: Details are provided for both the WEEB and Redo products, The WEEBLug has a grounding symbol located an the tug assembly.The Itsco Lug has a green colored set screw for grounding indication purposes. Installation must be in accordance with NFPA NEC 70—however the electrical designer of record should refer to the Latest revision of NEC for actual grounding conductor cable size. GROUND LUG � �BOLTSIZE ��DRJLL �SJZF� WE '28L7 .g IISCO Lug j #10-32 7/32- torque value depends on conductor size. See product data sheet for torque value. 00 s" A iLSCO LAY -IN LUG CONDUCTOR - UNIRAC P/N 0080091"; Alternate Grounding Lug -Drill deburrnote and boutthru both raft wafts par table. S M P11, A SULAR APPENDIX C W M Ile U pff "It 10 C' 111",W11T, U 1,01 Is UNIVERSALM Do LAMP INSTA ION GUIDE PAGE --------------------------------------------------------------------------------------------------------------------------------------- I- Position Clamp to attgn T-birit with fait ). Rotate ciarrip ctrokyese 2,(3 (if a turn stcy, rower chdrip and inrFrt T-mdt hire to engage 1-bolt inside fail eim. rail Mot, 3. Place modiste at least 3/4"from end of 4. yAnte applying pressure to hold the rail and Position Oarop against module condo against i#re nfoilule.push down or, ftaine. The module side of the stamp cap. 7"N pf » si, ri 35opq SAiiAten the cap contacts the itiodute 6, Tighten bolt and torque a 15ft-lbs. 7. Confirm clamir is engaged in correct module height position and that rhe top of the firdoin" tensase and it will fe-engage to Lapis sininq low,, with the inoduld, harne, the, t lamp base. LCLE : When installing bdum nfadule,3, Pinson old! by 1 tuir, before positioning clamp against anduie trams. Do not force clems, onto apidole frame as this pridymimage the needing pin. DEL MAR, CA 92014, USA VERSION DESCRIPTION DATE REV INITIAL RELEASE 10/07/2022 UR U) Uj Uj C) & C) A U) 14- LO o 0 0 _3 < cy) L0 0 1 0 ro < Z LL C:) CY) C) 0 C6 "q F- 0F_ 0 >— W _J 00 W n IN ry C) CY) CL W n < N M=�. 61=441NOW1 SHEET SIZE ANSI B 11 " X 17" �W @ CSA GROUP" Edition 1: September 20, 2017, Project 70131735- Albuquerque Issued by Michael Hoffnagle Edition 17: April 22, 2022; Project 80116723 - Irvine Prepared By-, Michael Hof ffiagle Authorized By: Michael Hoffnagle Edition 18: June 8,2022-1 Project 80128750 - h-vine Prepared By: Michael Hoffhagle Authorized By- Michael Hoffiiagle Report pages reissued ow "INEM1611=1 REPORT- 70131735 PROJECT: 80128750 Contents: Certificate of Compliance - Pages 1 to 6 Supplement to Certificate of Compliance - Pages I to 3 Description and Tests - Pages I to 27 Att I Installation Mamral :Sim -Pages I to 36 Att2 Schematics SA A- Pages I to 72 Att3 Installation Manual ULA- Pages I to 22 Att4 RN45-Installation CAfide - 1 to 19 A115 RNIDT-Installation Guide - I to 20 Att6 RM series schematics --1 to 32 Att7 Installation Manual, GFT Shared it - Pages 1 to 40 Att8 Installation Manual, GFT 4-Rail - Pages I to 39 Att9 GET Schematics - Pages I to 42 Attl 0NTXT Horizon Installation Manual - Pages 1 to 22 Attl I Schematics NXT Horizon - Pages I to 13 CLASS - C531302 - POWER SUPPLIES - PHOTOVOLTAICS-PV Racking and clamping systems CLASS - C531382 - POWER SUPPLIES - PHOTOVOLTAICS-I'"V Racking and Clamping systems, - Certified to ITIs Standards The reader is reTowible for any hability aming fmm actions taken in mteTreting or applying the resLltsi prfnenteil in this repoit This report :.Ball not be re} rodused esceptm fisli, usiflwut written approval fmrnCSAGroup T", mg & Certification Inc, The results ol this report only relate, to those iteiiis tested, 34 Bunsen, Irvine, CA, U.S.K 92618 Te1ephone, 949.733.4300 1200.463,6727 Fax: 949.733,4320 wwwmagroup.org VERSION DESCRIPTION DATE REV INITIAL RELEASE 10/0712022 UR PROJECT NAME U) UJ U) C) o) _J C) to • to 0 o < co 0 0 . NO n7- Z _J C:•'r- co < UJ 0 C14 ry 0 UJ 00 C:) W 0 CO 2: CL Z w [L < F_ SHEET NAME SHEET SIZE ANSI B 11" X 17" SHEET NUMBER ®1 2 DQD 507,10Rev2022-05-06 C 2022 CSA Gronp, All rights reserved - ran$, I SOLAR APPENDIX A'111 System Cerbificafion PACE S M MOUNT I Electricat Bonding and Grounding Test Modutes The fist below is not exhaustive of compliant modutes but shows those that have been evatuated and found to be etectricatLy coo patibLe with the AM IT system. wMirfacture Module Model/ Series Mawfacture Modute Model/ Series Ajondse A10N60G1,AI0N72G1 CS5A-M Alen P-Series & S-Series C56K-(M/M5/MS kl[Black/P/P HE) DNA-120-MF113 Carradian Solar (cont.) CS6P-(M/P) C561J-(/PHE) DNA-120-(MF/8F)23 C56X-P CSX-P Aptos Solar DNA-144-iMF/BF)23 ELPS CS6(A,?)-MM DNA-120-(MF/8F)26 DNA-144-F/26 (MBF) Centrosolar At C-Series & E-Series, CHSM6612 K M/HV CT2m14xy-01, CT2xxPxx-01, CTxxxMxx-01 CHSM6612P Serie..s Cerainleed CTxxxPxx-01, CTxxxMyx-02, CTxxxMxx-03 Astronergy CHSM6612P/HV Series -TxxxMxx -04,CTxxxHC11-04 CH5472M-HC Ecrs Solargy Orion 10W & Apolto 1000 CHSM72M(DG)/F-BH ET Solar ET AC Module, ET MadLie AXN6M610T FS-6X.)(X(A) Auxin AXN6P610T First Solar FS-6)(XX(A?-P, FS-6XXX(A)-P-I AXN6M612T AXN6P612T Plextronics, FXS-XXXBB AC- xxxfM/P)/60S, AC-xxx(M/P)/72S FreeVott C-1 PVraf Axitec AC-xxxP/156-60S GCL GCL-7P6 & C4- -146 Series AC-xxxMH/120lS/V/SWVB) Hanwha Solarva ne HSL 60 AC-xxxMH/144(Sjv/SB/VB) Boviet, 90-16610, 8W46612 Han TD-AN3, TD-Ai4 UB-AN1, UD-ANI BYD P6K & MHK-36 Series 36K36P60K60P,72M&72PSeries CS1(H/KM/Y)-MS Hetiene 144HC M6 C53K-(MB/MB-A.G/MS/P/P HE/PS-AI) HT72-156(M/R) Canadian Sotaf CS3L-(MS/P) HT72-156P-C, HT72-156P(V)-C CS3N-MS HT Solar HT72-156M(PDV)-BF. HT72-156M(PD)-BF CS3U-(M8/M8-AC /?A5/P/P HE ACC HT60-156M-C C53V�-(4S/P/P-P8-AG) HT60-156M(V,�-C mmiticture Module ModeL /Wes Hyundai - -- ---- ------ - - KG, MG, RW, TR1, RG, Ti, KI, HI Series HiA-SxxxHG, HID-SxxxRG(BK), Hi5-S400PI ITEK "-;--SE Series Japan Solar IPS-60 & JPS-72 Series JAM72D30MB, JAM78D10MB JAPE 60-yxx JAM6(K)-60/xxx,IAP6(k)-72-xxx/48B JAP72S##-xxy/- JA SdLar JAP6(k)-60-xxY,/48B, JAP60S##-xW' JAM6(k)-72-xxY/-, JA.M72S##-xxx/*' JAM6(k)-60-xxxr',IAM60S##-xxx/" L ##: G1, 02,03,09, 10 ij. **: SC, PR, 8R. HiJB, W MR Backsheet, ## Cet( technology IKM & JKMS Series Anko 1KMxxxM-72HL-V JK1 xxM-72HL4-(T)V JKMxxxM-7RL3-V Kyocera Kid-F & KU Series LA Solar LSxxxHQ166) LGxxx(E1C/E1K/1ICMIK(N2T/N2W/SIC/ S2W/QIC/QlK)-A5 LGxxx(A1C/M1C/M1K/N1C/N1K/Q1C/Q jK/ QAC/O_AK)-A6 LG Electronics LGxxxQW-B3 LG.xxxN2T-65 LGxxxNlK-B6 LGxxx(NICP4 1K/N2T/N2VV) -E6 LGxYx(N1C/,NWN2W/S1Cr--,2W)-G4 • Unless otherwise noted, att, modutes listed %above inctude att wattages and specific modets within that series, Variabte wattages are represented as 'xxx' • Items in parenthesis are those that may or may not be present in a compatibte module's model I D • Stashes `/'between one or more items indicates that either of those items may be the one that is present in a modute's modet ID • The frame profile must not have any feature that might interfere with the bonding devices that are integrated into the racking system • Use with a maximum over current protection device OCPD of 30A • Listed mode6 can be used to achieve a Gass, Afire system rating for steep slope apptications. SeeAppendlxA, page A VERSION DESCRIPTION DATE REV INITIAL RELEASE 10/07/2022 UR C) 0) W -j 00 0 c') , >- 2 , (.)o CL < Z LL C) co < 0 Uj ry 0U- 1.- 0 LJJ 00 5 W ry ) C> -i 0 cO -r Z CL n W < 7- N < SHEET NAME SHEET SIZE ANSI B 11 " X 17 M CSA GROUP` Certificate of Compliance Certificate: 70131735 Project: 80128750 Issued To: unkac 1411 Broadway NE Albuquerque, New Mexico, 87102 United States Master Contract: 266909 Date Issued: 20222 -06-08 Theproducts listed below are eligible to bear the CSA Mark shown with adjacent indicators 'C'and WS'Jor Canada and US or with adjacent indicator WS"Jor " onty or without either indicatorfor Canada only. Issued by: Michael Holffnagle CLASS - C531302 - POWER SUPPLIES - PHOTOVOLTAIC S-PV Racking and clamping systems CLASS - C531382 - POWER SUPPLIES - PHOT0'V0LT.AICS-P'\17 Racking and clamping systems - Certified to US Standards C CSA GROUP"' IP Master Contract- 266909 Date Issued: 2022-06-08 T —T Models: SM SOLARIMOL NIT Flusb-to-Roof is an extruded alurnitram rail -------- ------------ - I ------------ — ------- ----- rackin g sy stem that is installed parallel to the roof in landscape or portrait orientations. rULAA-- Umrac Large Array is a ground mount system rising the SolarMount (SM) platforin for the bonding and grounding of PV modules, solarruount The system listed is designed to provide bonding/grounding, and mechanical stability for photovoltaic modules, The system is secured to the roof with the L-Foot components through the roofing material to building structure. 'I'viodules are secured to the rackingsystem with stainless steel or aluminum mid clanips and Aluminum end clamps. The modules are bonded to the racking system with the stainless -steel bonding mid clamps with piercing points. The system is grounded with It) AWG copper wire to bonding./groumling lugs. Fire ratings of Class A with Type 1, 2, 3 (with metallic frairre), 4 (with vrnm, 5 (with trim), I 0(witli metallic fa-atire), 19, 22, 25, 29, or 30 for steep slope. Tested at 5" interstitial gap which allows installation at any stand-off height. The grounding of the system is intended to comply with the latest edition of the National Electrical Code, to include NEC 250 & 690. Local codes compliance is required, in addition to national codes. All groundinp1bonding connections are to be torqued in accordance with the Installation Manual and the settings used during the certification testing for the ciurent edition of the project report. The system may employ optimizers/micro-ftwerters and used for grounding1xlien installed per installation instructions. UL 2703 Mechanical Load ratings: I I -_ Downward Design Loa 1115 Upward Design 1A)ad (Ibift-) 50,7 Down -Slope Load (IM12) 161 ............. Dwvvnward Load (lb/ft2) 170.20 Upward Load (lb/ft') 76.07 Down -Slope Load (IMP) 24,2 FBT*1W1�*JMM9#1E1§R&V1 VERSION DESCRIPTION DATE REV INITIAL RELEASE 10/07/2022 UR .1-4 611" =112111110MIX&I SHEET SIZE ANSI B 11" X 17" January 20, 2021 Unirac 1411 Broadway Blvd. NE Albuquerque, NM 87102 Attn.: Unirac - Engineering Department Re: Engineering Certification for the Unirac U-Builder 2.0 SOLARMOUNT Flush Rail 1, 2020 Florida Building Code, by Florida Building Commission 1 Minimum Design Loads for Buildings and other Structures, ASCE/SEI 7-16 1 2018 International Building Code, by International Code Council, Inc. w/ Provisions from SEAOC PV-2 2017. 4. 2018 International Residential Code, by International Code Council, Inc, w/ Provisions from SEACIC PV-2 2017. S. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, November 1, 2012 by ICC-ES, 6, 2015 Aluminum Design Manual, by The Aluminum Association, 2015 Following are typical specifications to meet the above code requirements: Design Criteria: Ground Snow Load = 0 - 100 (psf) Basic Wind Speed 85 - 190 (mph) Roof Mean Height = 0 - 60 (ft) Roof Pitch = 0 - 45 (degrees) Exposure Category = B, C & D Attachment Spacing: Per U-budder Engineering report, Cantilever: Maximum cantilever length is L/3, where "L" is the span noted in the U-Builder online tool. Clearance: 2" to 10" clear from top of roof to top of PV panel. Tolerance(s): 1.0' tolerance for any specified dimension in this report is allowed for installation. Installation Orientation: See SOLARMOUNT Rail Flush Installation Guide. Landscape - PV Panel long dimension is parallel to ridge/cave line of roof and the PV panel is mounted on the long side. Portrait - PV Panel short dimension is parallel to ridge/cave line of roof and the PV panel is mounted on the short side. 478 Slone Poii it D�we, StAte 190, Rosevii1e, ("A 956-6 1 9 1 6,,r6 39 60 ? 16,96 i 3?65 vvvvvvplse .Con I Components and Cladding Roof Zones: Notes: 1) U-builder Online tool analysis is only for Unirac SM SOLARMOUNT Rail Flush systems only and do not include roof capacity check, 2) Risk Category II per ASCE 7-16 3) Topographic factor, kzt is 1.0, 4) Array Edge Factor YE = 1.5 5) Average parapet height is 0.0 ft. 6) Wind speeds are LRFD values. 7) Attachment spacing(s) apply to a seismic design category E or less. Design ResponsibillI The U-Builder design software is intende4i_tv be used urAtr the res",nsibie charge of a registered desigr, pr*fdssi*naJ where required by the authority having jurisdiction. In ail cases, this U-builder software should be used under the direction of a design professional with sufficient structural engineering knowledge and experience to be able to: Evaluate whether the U-Builder Software is applicable to the project, and Understand and determine the appropriate values for all input parameters of the U-Builder software. report and the manufacture specifications, is in compliance with the above codes and loading criteria, This certification excludes evaluation of the following components: 1) The structure to support the loads imposed on the building by the array; including, but not limited to: strength and deflection of structural framing members, fastening and/or strength of roofing materials, and/or the effects of snow accumulation on the structure. 2) The attachment of the SM SOLARMOUNT Rails to the existing structure, 3) The capacity of the solar module frame to resist the loads. If you have any questions on the above, do not hesitate to call. Prepared by: PZSE, Inc. —Structural Engineers Roseville, CA THIS ITEM FAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PAUL K_ EACHER, PE ON 0112012021 USING A BHA-1 AUTHENTICATION CODE. PR1N TED COPIES OF TKS DOCUMENT ARE NOT CONSIDERED SIGNED ,AND SEALED AND THE SH.A-1 PU)THERITIC.ATION GO-0E MUST BE VERIFIED ON ANY ELECTRONIC COPIES, 1478 Stone Point Drive, 'Suite 190, Roseville, CA "?5/661 916,96 i 3960 9 16,961,396", '%?'1� „ `.i-zSe'c0rn VERSION DESCRIPTION DATE REV INITIAL RELEASE 10107/2022 UR F;rzT*]ff*ft_d9WM UJ W C) M• I & LO u) 0 • < C) Lo 0 0 1 = C') T n < Z I LL C:) co 0 UJ 10� 0 N 0 C'J U- ry W 00 n 04 ry 0 W C) '7 n Z ­11 N < SHEET NAME WSAWWWWAR SHEET SIZE ANSI B 11 " X 17"