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HomeMy WebLinkAbout23-5721City of Zephyrhilis 5335 Eighth Street Zephyrhills, FIL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 ELCMISC-005721-2023 Issue Date: 02/24/2023 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, 4 C3MME=jF' 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. ZA< CONTRACTOR SIGNATURE IT OFFICE M220IT1911011 I I! Mj :10 9 101Z �� 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Fee Simple Titleholder Address — — — — — — — — — — — JOB ADDRESS LOT # SUBDIVISION PARCEL IOSTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONST ADDIALT SIGN DEMOLISH El INSTALL T� REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE SQFOOTAGE = HEIGHT -V1U'V'x x w XX-X--X-t-4U1W it'll xx X'x 1E'kX)t' t AUX'VX-x it x1rx X'I'X T-X XX X 1K X'XICX k'4"'X'VV XX X XX JEAE AL 1EX VtItIEVI =BUILDING 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 =YES NO 544 BUILDER COMPANY E SIGNATURE REGIS;;;=FEE CU.­E1;�= -11AUD Add q(sS",,E— License #E— ELECTRICIAN COMPANY Cx e t SIGNATURE REGISTERED \Ja cause Address# PLUMBER COP SIGNATURE REGISTERED 11F CUR.El Address License # MECHANICAL COMPANY E SIGNATURE REGISTERED �YIN �FrE..R�rlr�Y I N�� Address License #= OTHER COMPANY E;;; SIGNATURE RLGISTERED Address License #E 2 11 111 a 2 a a I I I a I I I It I * I # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-OW Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed, Sanitary Facilities & 1 dumpeter; Site Work Permit for subdivisionsllarge project-, 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, Stonowater Plans wl Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. Ali commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. '—PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) - Agent (for the contractor) or Power of 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 AJC 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: H 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, it the owner has hired a contractor or contractors, he is advised to have the contraotor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not property licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The Undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid poor to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the 'Florida Construction Lien Law—Horneowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner', I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement, CONTRACTOR'SIOWNER'$ AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction, I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment, - Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency -Asbestos abatement. - Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "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 (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth, in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, after, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within 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. Ud 111101! 10 A�k_�Notary Public e- Notary Public ii Commission No, i 2!� Commission I No A�275 �k_ Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped Expires June 22,2025 Bonded Thru Troy Fain Insui NTARA N, DEVAULT Confinnis*n III HH 143159 Expires June 22,2025 Bonded That Troy Fain Insurance RAMACMIQ .M:] /=UrreMf Eng`neer`ng 02-03-202@ Powu[PBC 2OB3Via [}eL8Valle #O21G Subject: Structural Certification for Installation of Residential So| reiob:FanonAnhzige, 31U8Lytton Hall Dr, Zephyrhi||e.FL8354O.USA ------� 4ttn.:ToWhom ItMay Concern Observation mfthe condition ofthe existing framing system was performed byanaudit STAMPEo21WI EXY 2/28/23 After review ofthe field observation data, structural capacity calculations were performed inaccordance 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 ofscope ofwork 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 Rafter 9 24 in. OC spacing. The roof is sloped at approximately 22 degrees and has a max beam span of 10.0 ft between supports. Roof is adequate to support the imposed loads. Therefore, no structural upgrades are required. Current Renewab|esEngineering Inc. Professional Engineer Page 1of0 Current Engineering Attn.: To Whom It May Concern re job: Faron Achziger STAMPEo216f23 VV 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. All mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Design Criteria: Live Load: 20 psf Ult Wind Speed: 145 mph Exposure Cat: C Ground Snow: 0 psf Min Snow Roof: N/A Current Renewab|esEngineering Inc. Professional Engineer 1760Chicago Ave Suite J13.Riverside, CAS25O7 info@currentrenewableseng.com (951)4051733 Page 2oY8 Famn4chziger Current Engineering Roof Type = Shingle Roof Pitch (dog)= 22.0 Mean Root Height (ft)= 13.0 AtbaohmentThb Width (ft) = 3.25 Attachment Spacing (f) = 4.0 Framing Type = Rafter Framing Gize= 2x4 Framing DC Spacing (in.) = 24.0 Section Thickness, b (in) = 1.5 Section Depth. d (|n) = 3.5 Section Modulus, Sx(in») = 3.062 Moment ofInertia, |x(in )= 5.359 Unsupported Span (ft)= 10.0 Upper Chord Length (ft)= 22.0 Deflection Limit D+L (in) = 4.4 Deflection Limit S orVV(in) = 2M3 Attachments Pattern = Fully Staggered Framing Upgrade = No Sister Size = NA Wood Species = DF Wood Fb(pai)= SOU.O Wood Fv(pni)= 180,0 Wood E(poi)= 1000000,0 Co (wind) = 1.6 Cu(snovv) = 1.15 CLa = tO Cm=Ct=CL=C/= 1.0 CF= 1.5 Cm= 1.0 c',= 115 Fbwind (pai)= 2484.0 F'bsnow (pei)= 1785.37 F'vwind (po0= 288.0 F\/snow (pei)= 20TO K4 allowable wind (lb-ft) = 63&94 W1 allowable snow (|b4t) = 455.64 Vallowable wind (Iba) = 10O8.O Vallowable snow (|ba) = 724.5 170OChicago Ave Suite J13.Riverside, CA925U7 info@currentrenewableseng.com (951)4051733 Panels Dead Load (ps� = 3.0 Roofing Weight (psf) = 3.0 Decking Weight (ps� = 2.0 Framing Weight (psf) = 0.6 Misc. Additional Weight (ps� = 1.0 Existing Dead Load (psf) = 6.6 Total Dead Load (pso = 9.61 LTIV01111547r, K*.Irjj F� Ultimate Wind Speed (mph) = 1145�0 Directionality Facto r, kd = 0.85 Topographic Factor, kzt = 1.0 Velocity Press Exp Factor, kz = 0.849 Velocity Pressure, qz (ps� = 38.837 External Pressure Up, GCp_1 = -1 �5 External Pressure Up, GCp_2 = -2.167 External Pressure Up, GCp_3 = -2.453 External Pressure Down, GCp = 0.465 Design Pressure Up, p_1 (pso = -40.196 Design Pressure Up, p_2 (pso = -58.077 Design Pressure Up, p_3 (psf)i = -65734 Design Pressure Down, p (pso = 16.0 U�Nwo = Ground Snow Load, pg (pso = 0�0 Min Flat Snow, pf�_min (psf) = 0.0 Sloped Snow, ps_min (psf) = 0.0 Snow Importance Factor, Ic = 1.0 Exposure Factor, Ce = a9 Thermal Factor, Ct = 1.1 Flat Roof Snow, pf (psf)i = 0.0 Slope Factor, Cs = 1.o Sloped Roof Snow, ps (ps� = o,o 1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951) 405-1733 Ref Withdrawal Value, VV(|b/in)= 206.0 (Cm =Ct=Ceo=1.U)CID = 1.6 Adjusted Withdrawal Value, VV(ib/in)= 425.6 Lag Penetration, p(inj= 2.5 Allowable \880>drevva| Force, W`o (Iba) = 10640 Applied Uplift Force (Ibe)= -249.475 Uplift DCR = 0,234 Re[ Lateral Value, Z(Ibe)= 268.0 (Cm = [t= Cu = C~ = 1.0) CD = 0.9 Adjusted Lateral Value, Z' (|ba)= 243.0 Applied Lateral Force (Ibs)= 14.01 Angle of Resultant Force, o (deg) = 1�512 Adjusted Interaction Lateral Value, Zo (|ba) = 1051.854 Lateral DCR = 0.014 1760 Chicago Ave Suite J 13, Riverside, CA 92507 info gcurrentrenewableseng. com (951) 405-1733 Page 5 of 8 Faron Achziger Current Engineering 1: M47 Nit-lifillit - I fir Applied Moment (lb-ft) = 212.1 Applied Shear (lbs) = 11 &0 Allowable Moment (lb-ft) = 4564 Allowable Shear (lbs) = 724O Moment DCR Shear DCR = 0.161 Applied Moment (lb-ft) = 42&0 Applied Shear (lbs) = 23&0 Allowable Moment (lb-ft) = 634.0 Allowable Shear (lbs) = 10084 Moment DCR = 0.668 Shear DCR = 0231 ffiffammumm] Applied Moment (lb-ft) = 370.0 Applied Shear (lbs) = 204.0 Allowable Moment (lb-ft) = 634.0 Allowable Shear (lbs) = 1 oo8.o Moment DCR = 0.584 Shear DCR = 0.202 KIM IN �09 I �-T T Applied Moment (lb-ft) = 444.0 Applied Shear (lbS) = 244O Allowable Moment (lb-ft) = 634.0 Allowable Shear (lbs) = 10OU Moment DCR = 0.701 Shear DCR = 0.242 1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951) 405-1733 Page 8cd8 ��U�����t FamnAchz�er Current ~~. `� K� �ng|neerinM UC1:D+L IM Deflection (in] = 0,077 Deflection Limit (in.) = 4.4 Deflection DCR= 0.222 Deflection (in.) o.o Deflection (in.) 0.17 /7VVChicago Ave Suite J18.Riverside, CA925O7 info@currentrenewableseng.com (951)405 1733 Existing structure is assumed to have been designed and constructed following appropriate codes at time of erection, and assumed to have appropriate permits. The calculations produced are only for the roof framing supporting the proposed PVinstallation referenced inthe stamped p|ansstand were completed according to generally recognized structural analysis standards and procedures, professional engineering and design experience, opinions and judgements. Existing deficiencies which are unknown or were not observable during time of inspection are not included in this scope of work. All PV modules, racking, and mounting equipment shall be designed and installed per manufacturer's approved installation specifications. The Engineer ofRecord 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 engineering judgement. Prior to commencement of work, the contractor shall verify the framing sizes, spacings, and 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 that there is no damaged framing that was not addressed in stamped plans, calculations, and certletter (where applicable) and notify the Engineer of Record of any concerns prior to starting construction. 1760 Chicago Ave Suite J1 3,Riverside, CA 92507 info gcurrentrenewableseng,com (951)405-1733 PHOTuo""VOLTAIC ROO • HALL D R 1 SYSTEM SUMMARY: xMICRO-INVERTERS JUNCTIONBOX 00MAIN SERVICE P.NEL WITH (E) 150A MAIN BREAKER r♦ NON -FUSED AC DISCONNECT ENPHASE IQ COMBINER BOX x # a .r 4 01 ROOF TYPE: - COMP SHINGLE NUMBER OF LAYERS: - 01 ROOF FRAME: - 2"X4" RAFTERS @24" O.C. STORY: - ONE STORY SNOW LOAD: - 0 PSF WIND SPEED:- 145 MPH WIND EXPOSURE:- C RISK CATEGORY:- II COORDINATE:- 28.201946,-82A61343 GOVERNING CODES: 2020 7TH EDITION#' # * BUILDING CODE:BUILDING r 7TH EDITION•' # a BUILDING ODE: RESIDENTIA 2020 7TH EDITIONFLORIDA BUILDING CODE: r 7TH EDITIONFLORIDA #CODE: 2020 7TH EDITION FLORIDA BUILDING CODE: FUEL GAS 7TH N 1=1 ORIDA BUILDING CODE ENERGY ONSERVATIJ 2020 7TH EDITIONFLORIDA r isBUILDING 2020 7TH EDITIONFLORIDA D'CODE: 1 7TH EDITIONFLORIDA FIRE PREVENTIONO P 2017 NATIONAL D SHEET INDEX PV-0 COVER SHEET PV-1 SITE PLAN WITH ROOF PLAN PV-2 ROOF PLAN WITH MODULES PV-3 ROOF ZONING AND ATTACHMENT PLAN PV-3.1, 3.2 ATTACHMENT DETAILS PV-4 ELECTRICAL LINE DIAGRAM WITH CALCULATION PV-5 WARNING LABELS & PLACARD PV-6+ EQUIPMENT SPEC SHEETS �3iENERAL NOTES: 1. APPLICABLE CODE: 2020 FLORIDA BUILDING CODE (7TH EDITION) DESIGN LOADSFOR BUILDING AND # OTHER 2. LAG SCREW DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2020 FLORIDA BUILDING CODE (7TH EDITION) ALL BASED ON SOUTHER#W PINE (SYP) RESIDENTIAL WOOD ROOF RAFTERS AS EMBEDMENT MATERIAL. 3. ALL D DESIGN CRITERIA AND PARAMETERS ARE FOR AND # ROOFS,# D FROM . TO s TO a ROOF IN SCHEDULE." `i# HEIGHT DOES NOT D t t 4. ROOF SEALANTS SHALL• #' ' t AND ASTM 6511, l IS THE RESPONSIBILITYOF # O TO PILOT DRILL AND FILL ALL HOLES. PADS,5. ALL DISSIMILAR MATERIALS SHALL BE SEPARATED WITH NEOPRENE WASHERS, OR SIMILAR. 6. ALL ALUMINIUM COMPONENTS x ANODIZED ALUMINIUM t OTHERWISE O 7. ALL LAG SCREW SHALL BE ASTM A276 STAINLESS STEEL UNLESS OTHERWISE NOTED. INSTRUCTIONS.8. ALL SOLAR RAILING AND MODULES SHALL BE INSTALLED PER MANUFACTURER 9. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONSTO BE EDITION)INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE OR LOCAL GOVERNING! EQUIPMENT# BE LISTED BY UL OR OTHER LABELED FOR ITS APPLICATION. CONDUCTORS #..s COPPER RATED FOR •t D90 75 DEGREE C WET ENVIRONMENT. CONDUIT, N RACEWAYS MOUNTEDROOFTOPS WORKINGSHALL BE ROUTED DIRECTLY TO, AND LOCATED AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE, HIP, OR VALLEY. CLEARANCESAROUND ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC 110.26. a # CONTRACTOR SHALL FURNISH ALL NECESSARYOUTLETS, SUPPORTS, AND ACCESSORIES # FULFILL APPLICABLE CODES• STANDARDS. 6.) WHERE SIZES OF JUNCTIONBOXES, D CONDUITS ARE NOT SPECIFIED, THE CONTRACTOR SHALL ACCORDINGLY. 7.) ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED READILY VISIBLE. FRAME AND Orr SUPPORT RAIL, PER THE GROUNDING MANUFACTURER'S#: n# xr # '# - # # #. 1 AERIAL PHOTO PV-O SCALE: NTS N VICINITY W E PV-O SCALE: NTS S 4 No85003 STATE 04 STAMPED,Zr61 3 VP 2/28/23 DE �A92014, USA DESIGN SUPPORT DAY OF INSTALL: CHAT.POWUR.COM VERSION DESCRIPTION DATE REV INITIAL RELEASE 01/2412023 UR PROJECT NAME • C • a t1 • ^f i' 1 . " +# # s n SHEET NAME SHEET SIZE ANSI 11" X 17" `_nX I l,- z O 1 SITE um ( CB ACC} MSp ( ' — __ — —---- --- _J LT t �— SCALE: 3/32" = V-0`° li NOTE: o ALL ELECTRICAL EQUIPMENT, INVERTERS, DISCONNECTS, MAIN SERVICE PANELS, ETC. SHALL NOT BE INSTALLED WITHIN T OF THE GAS METERS' SUPPLY OR DEMAND PIPING. ROOF ACCESS POINT STRUCT IRAL_ N TES_. ? T;-iESE PLANS ARE STAMPED FOR STRUC RAL CODE COMPLIANC OF THE ROOF FRAMING S PORTING TIME PROPOSED P INSTALLATION O L. 2. THESE PLANS RE NOT STAMPED FOR IN E LEAKAGE, 3. PV MODULES, RACKING, AND ATTACHMENT COMPONENTS MUST FOLLOW MANUFACTURER GUIDELINES AND REQUIREMENTS, 4, PLEASE SEE THE ACCOMPANYING STRUCTURAL CALCULATIONS REPORT FOR ; ADDITIONAL I l k L3 s-t M A. R I O V. 3, PRIOR TO COMMENCEMENT" OF WORK, THE SOLAR INSTALLER SHALL VERIFY THE ROOF FRAMING INFO) BEFORE INSTALLATION AND NOTIFY } THE E.O.R. IF THERE IS ANY INCONSISTENCY BETWEEN > SITE `,VERIFICATION AND FOLLOWING: 2 4 RAFTERS CC) 24" OC SPACING WITH MAX UNSUPPORTED SPAN EQUAL OR LESS THAN 10 FT, OTE: /4" OR GREATER PV CONDUIT RUN ISIDE ATTIC LEGEND UM UTILITY METER MSP MAIN SERVICE PANEL ACD AC DISCONNECT CB ENPHASE IQ COMBINER 4' JB JUNCTION BOX -- GATE FENCE TREES �u.�N 1-4c-TT- w 17 STAMPED 2 3 2/28/23 DEL MAR, CA 92014, USA DESIGN SUPPORT DAY OF INSTALL: CHAT.POWUR.COM VERSION DESCRIPTION DATE REV INITIAL RELEASE 01/24/2023 UP f • y � o ■ • lu — c\j •0 • r SHEET SIZE ANSI 11" X 17" SHEET NUMBER %J%J1111111111 It/ VA�ul_' MODULE TYPE, DIMENSIONS & WEIGHT ARRAY AREA & ROOF AREA CALC'S ARRAY AREA & ROOF AREA CALC'S ROOF DESCRIPTION NUMBER OF MODULES = 24 MODULES MODULE TYPE = HANWHA QCELL Q.PEAK DUO BLK ML-G10+ AREA OF NEW ARRAY AREA OF ROOF(PLAN TOTAL ROOF AREA #OF ARRAY ROOF ROOF AREA ROOF TYPE COMP SHINGLE ROOF (400V\t) MODULES (Sq. Ft.) VIEW) (Sq. Ft.) COVERED BY ARRAY % ROOF MODULES AREA AREA COVERED BY ROOF ROOF AZIMUTH RAFTERS RAFTERS MODULE WEIGHT = 48.5 LBS / 22.0 KG. 506.90 2650.30 19.13% 1 (Sq. Ft.) (Sq. Ft.) I ARRAY(%) TILT I SIZE I SPACING MODULE DIMENSIONS = 74.0"X 41.1" = 21.12 SF 19% ROOF AREA (ARRAY <33% OF ROOF AREA) #1 24 506.90 940.56 53.89 #1 22' 185' 2"x4" 24" O.C. UNIT WEIGHT OF ARRAY = 2.30 PSF BILL OF MATERIALS NOTE: ACTUAL ROOF CONDITIONS AND RAFTERS (OR SEAM) EQUIPMENT QTY DESCRIPTION LOCATIONS MAY VARY. INSTALL PER MANUFACTURER(S) INSTALLATION GUIDELINES AND ENGINEERED SPANS FOR RAIL 12 UNIRAC SM STANDARD RAIL 168" ATTACHMENTS MILL SPLICE 08 BND SPLICE BAR PRO SERIES MILL MID CLAMP 42 UNIVERSAL AF SERIES MID CLAMP LAIC WITH MOD DUL Es ',OA� END CLAMP ATTACHMENT 12 49 UNIVERSAL AF SERIES END CLAMP UNIRAC FLASLOC OR FLASHKIT PRO GROUNDING LUG 03 GROUND LUG SCALE: 1/8" = l'-O N co, 8 5 0ff ,50 ,50 ,50 ,50 STAT" % PC I' o t AdA L MAR, CA 92014, USA VERSION DESCRIPTION DATE REV INITIAL RELEASE 01/24/2023 UR PROJECT NAME [Z < C) < I,,- b Lu ry (1) Ce) LLj b - c) o C) 0 w 0 i < qT Lo 0 o o N M cv) mr C) 00 m Z - NOTE: 3/4" OR GREATER PV CONDUIT RUN 0 0 w C:) c) < INSIDE ATTIC Z I.— 0 0 c\j P LEGEND _j < 00 um UTILITY METER LL c) T_ Lij 0 MSP MAIN SERVICE PANEL co UJ z ACD AC DISCONNECT Z < 0- CB ENPHASE IQ COMBINER 4 < jB JUNCTION BOX SHEET NAME I RAIL ROOF PLAN WITH MICRO -INVERTER MODULES ROOF ATTACHMENT @ 48" O.C. SHEET SIZE VENT, ATTIC FAN (ROOF ANSI B OBSTRUCTION) 11 " X 17" CHIMNEY SHEET NUMBER RAFTERS PV-2 FIRE SETBACK 0, NUMBER OF MODULES = 24 MODULES MODULE TYPE = HANWHA QCELL Q.PEAK DUO BLK ML-G10+ (400W) MODULES MODULE WEIGHT = 48.5 LBS / 22.0 KG. MODULE DIMENSIONS = 74.0"X 41.1" = 21A2 SF UNIT WEIGHT OF ARRAY = 2.30 PSF ROOF LAYOUITINOTE ROOFSOLAR PANEL LAYOUT CONCEPTUAL,BUT R • i CONFORMS WITH THE REQUIREMENTS SET IN SHEET ■ CONTRACTORf APPLICABLE CODE: 2020 FLORIDA BUILDING CODE (7TH EDITION) & ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES. I;#1ig irals kalarm'"m layffil # • a •• _f 1 #• ' • •� . f I• ASTM 6511, AND IS THE RESPONSIBILITYOF THE CONTRACTOR TO PILOT DRILL AND FILL ALL HOLES. ALL DISSIMILAR MATERIALS SHALL BE SEPARATED WITH NEOPRENE WASHERS, PADS, ETC OR SIMILAR. • • Y .I� a i!! i • ! ' •: III ALL LAG SCREW SHALL BE ASTM A276 STAINLESS STEEL UNLESS OTHERWISE NOTED. ALL SOLAR RAILING AND MODULES SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONS. NOTE TOI # •• # PHOTOVOLTAIC MODULES HANWHA QCELL Q.PEAK DUO BLK ML-G10+ (400W) 740' -- flu '(1 1 Y ROOF ZONE SPACING WIDE UPLIFT ZONE 1, 2e 6-0" 4 FT -36.4210 ZONE 2n, 2e, 3e 6-1" 4 FT -52.3930 ZONE 3r 6-2" 4 FT -60.2580 CORNERSFT SQUARE NOTE: ACTUAL ROOF CONDITIONS AND RAFTERS (OR SEAM) LOCATIONS MAY VARY. INSTALL PER MANUFACTURER(S) ; r INSTALLATION GUIDELINES AND ENGINEERED SPANS FOR ATTACHMENTS LEGEND ATTACHMENTS SPACED AT 48" O.C. RAIL RAFTERS - WIND ZONE 2 - CORNER WIND ZONE 3 Uor al p �r77 r 6 L PE D 6/ EXP 2/28/23 92014, USA DESIGN SUPPORT DAY OF INSTALL: CHAT.POWUR.COM VERSION DESCRIPTION DATE REV INITIAL RELEASE 01/2412023 UR PROJECT NAME rI r�l UJ 0 • • • '♦ • s uj !' t 0 s s " s• , CN • l; n SHEET NAME SHEET SIZE ) S6 It„ 1 J% " SHEET NUMBER .'iEt�Ee M AEI, NOTE: ACTUAL ROOF CONDITIONS AND RAFTERS (OR SEAM) 1AV LOCATIONS MAY VARY. INSTALL PER MANUFACTURER(S) INSTALLATION GUIDELINES AND ENGINEERED SPANS FOR No, TAIIT OF (N) PV MODULE ' r40 a;-n�Gl��t�iw STAMYE��L�5 23�EXP 2/28/23 (E) COMP SHINGLE SEE ENLARGED VIEW ROOF Off` EL MAR, CA 92014, USA DESIGN SUPPORT DAY OF INSTALL: CHAT.POWUR.COM 2g� / l✓ r VERSION DESCRIPTION DATE REV INITIAL RELEASE 01/2412023 UR ATTACHMENT DETAIL PROJECT NAME SCALE: NTS SS SERRATED FLANGE NUT 130 Lij 11s (D 120 1 0 115 130 END / MID CLAMP 1sr� 120 `, PV MODULE o Uj - NZ<�} (� UNIRAC SM STANDARD RAIL r 14@ a 140 n - - - �— — - -- 156 ' " 't COr J (,? N SS SERRATED T-BOLT __ . ryLL 15 —� i— r L 140 �rm ry 160 (E) COMP SHINGLE ROOF 150 '-�— 0 �—Uj C_? ' 170 co Not- 1. Values are nazirrzl design 3-second Bust � y //''y� r �1 _ _. - — wind speeds to miles per hour suat 33 160 .`t s� ar a, .. fk (10m) above ground for Exposure Wre t cat- �F ROOF DECK MEMBRANE 2. Linear interpolation between contours 17e z is permitted. SHEET NAME 77 3. Islands and coastal areas outside the 2.5" MIN. EMBED FLASHLOC BASE MILL OR DARK last contour shall use the last wind speed _ contour of the coastal arem 1�§ i 4. Mountain.... terrain, gn,-ges, ocean 180 ATTACHMENT prrnmsntories, and special wind regions DETAIL shall be examined for unusual wicrFd ei- .. '. ksans.r. 5/16" X 4" SS LAG BOLT 5. Wind spends correspond to approximately SHEET SIZE W/ SS EPDM BONDED WASHER, a nn% al EXCeedanability of exceedance in,e years y� (Annual Exteedance Fro6abftiky - 6.�'i93 MkI = 7� ,year). ; a ° .� ANSI B 2.5" MIN. EMBEDMENT. 11" X 17" ATTACHMENT DETAIL SHEET NUMBER S1ENLARGED VIEW) Figure 1609A WSaG-Borne ©e�ris Region, Categorg Z and ZfZ 2- Buildings and Structures except health care facilities SCALE: TS ° LOCATIONS MAY VARY. INSTALL PER MANUFACTURER(S) INSTALLATION GUIDELINES AND ENGINEERED SPANS FOR ATTACHMENTS ATTAC H M E N'T D ETA I L I r-% SCALE: NITS Fvkw.l END) Hg.le 16e9A Wind-5011c DabliS RegiOY Category 11 and M Buildi0g5 and St —tares except health care Facilities 1910-1041 (E) COMP SHINGLE RO(l 5 ROOF / DECK MEMBRAI FLASH KIT PRO FLASHING 5/16" STAINLESS STEEL LAG BOLT WITH SS EPDM BONDED WASHER, 2-1/2" MIN, EMBEDMENT. A ATT/ACHMENT DETAIL (ENLARGED VIEW) SCALE: NTS M A m ce 3 No, 89-500, fp A wt STAMPED 2/ XP 2/28/23 V, DEL MA 14, USA DESIGN SUPPORT DAY OF INSTALL: CHAT.POWUR.COM VERSION DESCRIPTION DATE REV INITIAL RELEASE 01/24/2023 UR PROJECT NAME 0 U) C0 uj :D CD C) Lu -j C) i 0 CV) :E Z 0 Lli N < F— u- Z C- 0 C'j >- i u- CD 0 F- W U 'r- co 6- uj z N Z < SHEET NAME ATTACHMENT DETAIL SHEET SIZE ANSI B 11 " X 17" SHEET NUMBER PV-3.2 SOLAR MODULE SPECIFICATIONS TEMPERATURE MANUFACTURER / MODEL # VMP IMP VOC ISC COEFFICIENT # OF MODULES OF Voc HANWHA QCELL Q.PEAK DUO BLK ML-G10+ (400W) 37.13 10.77 45.30 11.14 0.27°/a/°C 24 MODULE DIMENSION 74.0" L x 41.1" W x 1.26" D F L1-.111.IIIii4€'t1:91420I A CONDUCTOR CONDUCTOR RECORD AMBIENT TEMP CONDUIT TEMPERATURE TEMPERATURE LOW TEMP (HIGH TEMP 2%) HEIGHT RATE (ON RATE (OFF ROOF) ROOF) INSIDE 1° 33° 90° 75° SYSTEM SIZE:- 24 x 40OW = 9.60 kWDC 24 x 325W = 7.80 kWAC ENPHASE ENERGY IQ8M-72-2-US, 240V, MICRO -INVERTERS TERMINATOR CAP ON LAST CABLE CONNECTOR Q. CABLE (TYP) IRE TAG CONDUIT SIRE IRE GAUGE IRE PE A OPEN AIR 3 12 AWG C t * 3 10 AWG 12 AWG THWN]g 3/4" EMT 3 8 AWG (N) ENPHASE IQ COMBINER BOX 4 [240V] (X2-IQ-AM1-240-4) (IEEE 1547:2018) IQ -GATEWAY ENV2-IQ-AM7 240 (IEEE 1547 2018) 10A/15A 20A 20a _.20A INVERTER SPECIFICATIONS MANUFACTURER / MODEL # QUANTITY NOMINAL OUTPUT NOMINAL OUTPUT VOLTAGE CURRENT ENPHASE ENERGY IQ8M-72 2 US 24 240 VAC 1.35A UTILITY PROVIDER: WITHLACOOCHEE ELECTRIC CO-OP MAIN SERVICE VOLTAGE: 240V MAIN PANEL BRAND: SQUARE-D MAIN SERVICE PANEL: (E) 200A MAIN CIRCUIT BREAKER RATING: (E) 150A MAIN SERVICE LOCATION: NORTH SERVICE FEED SOURCE: UNDERGROUND (N) AC DISCONNECT 60A NON -FUSED, 240 VAC INTERCONNECTION 120 % RULE - NEC 705.12(B)(2)(3)(b) UTILITY FEED + SOLAR BACKFEED 150A + 50A = 200A BUSS RATING x 120 200A x 120 % = 240A BI-DIRECTIONAL UTILITY METER 1-PHASE, 3-W, 120V/24OV, 60Hz L i 150A; I (E) 200A MAIN SERVICE PANEL WITH (E) 150A MAIN BREAKER (TOP FED) 50A (N) 50A PV BREAKER EXISTING GROUNDING SYSTEM TEMP. IRE TEMP. CONDUIT DERATED INVERTER DESIGN GROUND GROUND PACT ENT RATING (A� DERATE FILL DERATE A PACI (A) Q . ( CURRENT SIZE IRE PE Q-CABLES 90°C 30 0.96 1.0 28.80 08 10.80 06 AWG BARE CU GND NIVI-B CABLES WHERE RUN 90°C 40 30 0.96 0.8 30.72 23.04 iii 08 10.80 10 AWG THWN-2 INDOORS THWN 75°C 50 0.94 1,0 47.00 24 32.40 10 AWG THWN f. No 0T o r 7'4 TA I b'J /1i �P 2/28/23 D L MAR, CA 92014, USA IGN SUPPORT DAY OF INSTALL: CHAT.POWUR.COM VERSION DESCRIPTION DATE REV INITIAL RELEASE 01/24/2023 UR PROJECT NAME a ry (' • • • � s #, • !; w it # N oi 4 r NAME ELECTRICALSHEET DIAGRAM SHEET SIZE ANSI B ELEu""TRI%C4p'AL LINE DIAGRAM WITH CALUCULATION SHEET NUMBER SCALE: NTJ omn// TERMINALS ON THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION LABEL LOCATION: LABEL LOCATION: AC DISCONNECT Aa CAUTION LABEL LOCATION: MSP (PER CODE: NEC 8S013(F).NEC LABEL LOCATION: *%APID SHUTDOWN LABEL LOCATION: ACDISCONNECT &INVERTER (PER CODE: NECO8O.5# LABEL LOCATION: SERVICE PANEL |FSUM OFBREAKERS EXCEEDS PANEL RATING LABEL LOCATION: EMT / CONDUIT RACEWAYS LABEL LOCATION: gzalgagglamig TURN RAPID SHUTDOWN SWITCH TO SHUTDOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY LABEL LOCATION AC DISCONNECT, ooDISCONNECT, pmwrmr INTERCONNECTION CAUTION! POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN (N)PV��DULE� ` ' m MAR, CA 92014, USA IGN SUPPORT DAY opINSTALL: � VERSION DESCRIPTION DATE REV PROJECT NAME SHEET NAME SHEET SIZE ANSI B ( 1 1" X 17" � SHEET NUMBER ���� m ��.� Engineered in Germany . . .. . ............. .... ra 021 Warranty 0 CELLS Q'A' 'I, PUM 7 7 Ze,,) gasp Ce tc-, 20 9% '�tuer M&M Dc 're Q CEL5 -i �s t',e fm'l solar modullo. rna;nuf—, , o a,-- m, K;IST " 'mp e rt- ;ies qualily p'.."""'pn the indu,31ryThc nevv'Qua,y ContrcW&IJ PVjf ,he �ndapen en.- c�,,Mfica�'�or, ns�'t�jl 7j',j �,jl ann E, E I E C P 'v A',U A r 1 ow 1'i gtq �"nd "el r�p E" r8tu Me 111r, 8V7 or. -0PIRIFOPWAA�,.,'C'z r -,t P0 ' A Teclho,-,�o�� 1, Protect and Tra-ce be Qualdy T RA1,11PlG r,.,ahsncme GfC, Pna ,vmcj, oads� 0P. j. �ndus�.,,e 2---,reo prcducc-,vama, �,Tv wv,',� 25 -yes� -pef tcywxy-ice ojarra'nt,,,r' f 1-04, ot C E L L S 3c,"16 6/2 21,') '20 6 SYS-" Efv",, ES G N '0" PACKAG'�f\�'G �Gz 4pf'jlf '65eN,43,�� H.MtmO CELLS Anlwkaf— DEL MAR, CA 92014, USA DESIGN SUPPORT DAY OF INSTALL: CHAT.POWUR.COM VERSION DESCRIPTION DATE REV INITIAL RELEASE 01/24/2023 UR PROJECT NAME 5W < U) C) cf) w W w —j • 0 c) o C) -T- — omw 0 o F,j -r < Lo CIO 0 c) 0 C) T- < o U) _3 'r- N z 0 oo- _3 T C\l (o IN ";,. C) LL ry < —j W Lu LL 0 — r n 0 w N Z CL F- < M.10:3111121rd0vill p9mr4w9maw SHEET SIZE ANSI B 11 " X 17" m Our newest iQ8 Microiroverters are the industry's rocroinverters with split -phase powercoreversion Capability to convert DO povier to AC proverefficieritty. The buor of the sernk-onductor-based microinvertsp is our fuopnetary application specific, integrated circuit (ASIC) othich enables the pricroinverter to operate In gral-ted or off -grid idintodes, ThR chip is built in advanced 55rrr techrsology with high speed digitai fogic and has superfast response times to changing loads and grid events,, alleviating constraints on battery sizing for home energy systems. Part of the Enphase Energy Systern, iQ8 Series mitt-risinverters integrate wilhThe 10 Battery. BCE Gateway, and the Enphase Epp rnonItor"tng and anal ys " s sofhivare, Cornect PV modules quickty and eastly toiQ8 Series Mcrolrojerters using the hciudedQ-DCC-2 adapter cablewith phtig-n-play MC4 correctors. ZtnIM UL 1741 arn 08A­otx,rT spir-pion,, 241X irotahacrs cor4V. 108 ---ties 0cconverters redefine rehablity standards w1h more thar, one miihon curnulative hours of power -on testing, enabling an industry -leading firrifted, warranty of up to 25years, KIS Sores Mlicro€nverbsrs ansUL iistad as iol Rapid Shutdown Equipment and coryformwith various regulations, when. irstafled according to manufacturer's instructions, o 2n22 1_'-#SeP,,4njy A I, 'xjaooi Frpras., �fieF,,pa,­,s, kgo. tnIi Fsri ar"da'r­ m Do. Sbjo^'I�o 141-ge. Easy to install L ightweight and compact Marti? phq-r, - play connedtorg Power Lim Corn monicafictr (PI-C) between components Faster installation with simpie two-oifire cisiding High productivity and reliability lovoiduce power even when the nod is droorc More than onemr0rri cumulative hours Cif testing Class it double--insuliated enclosure Optimized for the latest high-powered Wffgadufes WeroWid-farnting Compiles efith the West advanced grid support- Rewrote automatic updates for the kierst grid requ4ements Oratfigurable, to support a wide range of grid proffies, (sets CA Rule 21 (UL 1741,-SA) and IEEE 154T2019 CUL T741-SB) w1tr" Kla W"S 0 pvr aq S IaI vm"I to 'niwor rsteziwW1 h pf-"urs W*oatk_ of Enpk! "w_000­'-_." iic-/ como�urnly wed rroduie pairirqir� W 260 -- 460 295 - 500 Mr,duir-camptablIfty 54, ce,,l 108 tralf-orill, 60 /120 haft ceIf, 66 -, pit 132 and 72-celli / 1,44 half cnil MPPT wtiorge rare e s 30 - 45 32-45 Qpffat",g range v 16 - 58 Mpi, / Max, start soltage v 22/58 Max. friput EK, vortage 60 M ax . -,a, t I,-,, u 0 u s inis u t DC corn n. 12 Max, inpu t DC s1noo-nii-w- c ut unit A 25 Max, mduai !I A 21 Ovaroaftage pass DC port q DCport foinafeed curnant mA 0 PV array o sgus n I x I Ungpounded arms; No add-trorral DC sme proterokn reqrod, AC sale protection realu,nis max 20# per 1",rancilmi'grit Peak Output power 366 Max. con ["twout, 04f#pi t Power 1A 325 349 Norrinaf (L-L) vortage / range= V 240 / 211 -- 2e4 Max. carturtgrus outmit current A 1,35 Norrinat frequorso, Hz 60 ExtietiJed fraquenpi, range !iz 47--68 AC short cirotot rant ourrentover 2 3 cyci Max, wNts per 20 A (L-L) branch circun` it Torah* arroonic csuctim Ooentor' tage class AC port M AC out t backfeed current nA 30 Power ni"Tor setting, Lo C-o i6- ass pow or factor (Wil'tistablo) O:85 ieading - 0,85 laggong Peak afficIarry r 97,8 9f7 CEC weighted eftiroaricy 97,5 97 Night anus power consurnation MOW 60 Arns;,ep't teoperature rangg -40'C To 450`C (-40F sa -140'F1 Rwative humoi'ty rania, 4% to 1001% (condefoing) DC confarptor type W4 Dimensions iH x IN x D) 212 mrt IS 3') x 1,75 rmn My") x W.2 rnm (1-21 ilear a I it the kg(2,38 Ira) coofing Naturaloomection - nr000 Appowad for ael locations. (as isoitution, deuyaa PD3 Enclosure Class [id ubie-Irenistrat corrosion resistant popar-atc a ne&,ure Environ.rategoiy / Lplaxposure trim' NEMA Type 6 / outdoor CA Role 21, (1?, '1741-SAI, tX 62109-1. IEEE 15472018 (UL 1741--SBL FCC Fort 15 Ciass!5, ICES-000,30ass P_ CAN / CSA-r22.2 yio10TI-01 ceoftatCns TN s pra rant i a U. Lot ad as 1oV Re rid ShAttdown Equipment and c onforms w ith NEC 2014, W,C 2017, and NEE C 2020 section 69012 ara C 22,1- 2018 Rule 64-218 Rapkiiiihotdown of PV Srstarris, In yr A(, tuxi DC conductors, when in staffed saocorling to pianufactune's imtructiom, I wmnq -it'' no; tre n too tn&e rtnuiT n adIdi Ito- i ct'p r"ng iou' 11 mpvZA Ty ccio'ov" e, (21 Nomr,41 otftaje rm'ge ca" it, ar'o�"'ad ltejm.s ror;:xrol 4 'or"R'd to tr. 'sr"� -12A-0­00ro -024N,a,202 -121 o _mlq� (31 umtsmav --j, nrr"w m d4tro T�* b ­4, " Y­ oa , 4 -2 2 DEL MAR, CA 92014, USA DESIGN SUPPORT DAY OF INSTALL: CHAT.POWUR.COM VERSION DESCRIPTION DATE REV INITIAL RELEASE 01/24/2023 UR rff.;TW5f94rdrkV_TV,14 C) < r- co C) -T- b CD C) 0 I < LO C) 0 0 CIO < 0 W <7-- z 'ON Z _j (D F_ W LL 0 0 C\j ,Q- i>> ry < _ji, 00 C'4 0 — co z _j :D CL MIMISINUMM SHEET SIZE ANSI B 11 " X 17" SHEET NUMBER LAI 14 -41' 1-p X24Q-Aftfl-2`4U-0EUl,�, USTED - I - ib ea "nore abut. enph crTaR IQ C 44C DS NI US' 12 29 2011z --,, art incIo"des Q "or 051, mduded o10yvn'ffi IQ Com"bpnebC mcfiudi--is iar toun.',tch Enphase IQ Ba',,tery IN "Ineat Suopo OPTIonai All I-c�iIjTacle avakt''e PL,C bndqe Pfavzldes orod uction simple Mc "'I or gIe y vmh ced ke!s �ppnrts 1"rym�,m' tuaf-'k and svie cc, I dt-�ll c- 'u y up,lc� fouf 2-pc�e fc,- 240"IA," Iug n br 90A IcAai PV or stolrage, bra—ld"; dfcum-s Reliabfe Dm',IIbIe NEW`, type 3',R er'Iclosure ve-ye,,,, fhrnned wan amy "no yea'r- laII-xII, :eirnhm.serrzem prograwn, I-;ovv,,rage ndudemd 'boldn',he �Q Com6nler ,,,KIj s UL ks'ed X2 ANI � -240- 4 and X2 'Q 00F, 240-4C c c3mIpJ yv,,� th ENPHASE IQ Combiner 4/4C MODEL NUMBER 'Gorntynt?4c Iev/a� "a pI {'f u, Tuca Id rcr r,,ti III e ", ,,'-wa li g" 6"'r I., ,-I "'c a;:,. I', I It I r" I j< cS I 1 4� n'o, co "nn.. c u'w f -'r, 2 CI I rl,�-!. Il' WlI I '-"'.-". p Y A, 10 1 - 2 4 -4, C 7 154 ' 7 ", Pi' ACCESSORIES AND REPLACEMENT PARTS ,r;wll in-duciced', urdle'- COMM&,K�T cl"LILWDEINAI M 1116 E N10 5 yc-aw Swa-1 4Ghm,;e"IL-4 N11 5 'yc,,I Af'&J d�Ita pIar, XA, SCI-AR5+40-IJD", ,S RI" ELECTRICAL- PECUFPC TaONS contmwous dully F "i t om sp se rfe �lu s ba g ca r, zA 1', 4 A 8, and" wcuit""3 a",dlx, slovage) K! reakes MECHANICAL DATA bi IWARId"I 4,,,5cIn x, `66 -,,-,t 043,5 m x in x 6 63 w') H'51Ight ki,53 12,J,,rA m. wilh vr',,wnla"y bIau,?*'s 'NEMA qpe JpL 141a4A",',`Gcq' UA aeakI-r bfII,� I, In*ul 4 �v� 4TO Amrl, -"u"p w It te'm fe-e-1, LNTERNET c5NNEc'rwpj OPTEONS lw�e.yal-vd Wi— flf-'EE 80V"' 1, hn 10,11 K) I,;;CD ..102-Uq, U" 12 29 2�0`22 DEL MAR, CA 92014, USA DESIGN SUPPORT DAY OF INSTALL: CHAT.POWUR-COM VERSION DESCRIPTION DATE REV INITIAL RELEASE 01/24/2023 UR 0 w UJ I D "i C c) c) C) c) 0 N r CD C) 0 < z 0 r clq (0 CN ,.;1- 3: ry < 00 "- CO 6- W 0 z F- — -j N Z F- • SHEET SIZE ANSI B 11" X 17" PART # TABLE P/N DESCRIPTION UNIVERSAL AF MID CLAMP - MIH UNIVERSAL AF MID CLAMP - UNIVERSAL AF END CLAMP - MILL UNIVERSAL AF END CLAMP - DRK A 1411 BROADWAY BLLD, NE k MUERQUE, NM 87102 USA PHONE: 505.24Z6411 =,MUNIRACCOM K;qfll#xm g 30mm to 46mrn MODULE FRAME p CT LINE: SOLARMOU --------- - ----------- DRA NIS TYPE: i PART & ASSEM� I REVISION DATE: il 9/28/2020 BOB. Sl 30mm to 46atm MODULE FRA , ME [DRAWING NOT TO SCALE ALL DIMENSIONS ARE .:!jNOMINAL --------------- PROD(JCT PROTECTED BY ONE OR MORE US PATENTS I K= '/4" BOLT LOCATION —\ 2 9/,, 6 " Ys" BOLT LOCATION PART # TABLE SM RAIL 132" CLR SM RAIL 169' MILL 0 SM RAIL 208" MILL 208" SM RAIL 208" CLR SM RAIL 241Y'MILL SM RAIL 249'CLR I I 209 -- "UNIm Ir PRODUCT LINE- I SOLARMOUNT DRAWING NOT SCALE AL DIMESIO�IOIS ARE T ;EETAIL w NOMINAL i4ll BROADWAY BLVD. NE ALBU�UERQUE, NM 87102 USA STAI DESCRIPTION: NDARD RAIL PHONE: 50524Z6411 WWVV.U,NIR.A',.CO?4 DEL MAR, CA 92014, USA DESIGN SUPPORT DAY OF INSTALL: CHAT.POWUR-COM VERSION DESCRIPTION DATE REV INITIAL RELEASE 01/24/2023 UR PROJECT NAME WE < ry w c:) (::) CD 0 0 n 0 Lo cy) c) 0 c:) 0 (3 1 0 Q < z 0 < W z•F- 0 I C\l t ry U- < oo LL c) cy) W w Z n F- :D < 'MIASUVITIlylim SHEET SIZE ANSI B 11" X 17" FLASH LOC INSTALLATION GUJOE FLRSH'_0' FLASHLOC is t1l"le ultimake, n s`1hin,,,-'P,,'., arid I co,"'in". f 10 o -& tp r"fn" ld 1H 0 A He 1 r n.-u r &i`dy d,--V flle no krieelino on, "n"ot roots, "n inis"lall fllrasriiny­, no nryinc, or rmhno' sh., ­k", il 0 iro pidifin", niaW"", My lag bolt al­iil ini.fix l sealaii-ii, the" base, FLASHLOUs oa'efit'ed TRIPLE SEAL hid ndiogy pr.eserves 111,.,oof and profin, Ct s fl ".-" pl,net ra t iol "" 'v","'if li, a Pe riam, en�t pre sto r e sea I . Kill, Ueij wi th, lag 11154i olts, s ea lain.. snit hardvvare for i la x knn,, orri Do'n" JUS�". uJi'vo'd LOC it out! PROTECT THIE ROOF HIGH-SPEED INSTALL dri-v"e' aml mim"" .""rasan­ mtfn lh""" w"r'. 8j"'UNIRAC long, IIIII BETTER SOLAR STARTS HERE mimmm 'nav cWk ii, e11ot a � �mt ment 10m 'oo I -s' m ap lipo, f '-� 4' lbekvv up-, it, pe ced of sh'q e c oua s e, ac, a f e ISi4. ers aq d nn ark a 11 ta,'Iii F ewi oc afl 4",nr Al, r,',ach Iripation, dlriH a 71 3Z' pilot hale,,,, Cle,,,�,n mot jurfacr, of dirt. deli­�ris� am,,,d Next, BAGIF11,1, ALI POLO, f HOLES VI'll H 'M;'RIANI, "l S'p&;v r, king'; inslail Spec! ,, , moun!',,'�a ac '�/ U � � I I STEPI,,SECURE f I �11' � , o I I ;ace FLASKOC ove,,pila,t 'hole vviffl laz,,g on davvn-skv s6,,. 1, li'on UMJka'omak- a, sdes ol, ""'Ount ""%dh "In'311k, line, Pass nlu'ded lag Wt �,,�,nd sealing, flir FLAW OC ;qto adot n I I C .1 01 hule, Drive lag bait mad r'nount, is heild, `in ley m place, rhe P DNI in 'ho a! �i Nei r vi if ge'xpa i id '11hovarnid 'hue edgr,, c,,, I t h, e, m C, 'a I Iller vuh-' "', 'I fu'oicc;,' torr,"uc' is :2ppliciJ_ STEP 2: SEAL lt se!l Up of UNbAC providled seaiant inftj plc�,L Inju"A udfl'seuhn,,t �,,xil,,; 'bwfli veniitsl iflti"'i, arrav attaclmng icils , '_" ") naiuWs', ,,vi"In prwvidul -11 1, betvve","m slcnlolo labs, ar vf'rkc""'i H U FLASHI_ OC OV,, hil .,ill/toint with n-mmint apd ni3siape i�ilge Lif shin'g!e manrie� IISF INLY t;N I R A CA PPROWD SEAL A 9TS: K!'j Or " "'j- :� y DEL MAR, CA 92014, USA DESIGN SUPPORT DAY OF INSTALL: CHAT.POWUR-COM VERSION DESCRIPTION DATE REV INITIAL RELEASE 01/24/2023 UR PROJECT NAME W < ry 0 CDIti co UJ Uj _j C) 10 _j :D - () = 6 0 0 m cr- < U-) CO (D CD 0 U) o 04 1 LL Z 0 ry (0 A 0 < 00 5� W V_ ce) n W z Z F— < 41-.14202 SHEET SIZE ANSI B 11" X 17" SHEET NUMBER Pv_1 0 FLASHKIT PRO 0"U N I RAC 111090 1112 FIATUMNG 0 SHED & SEAL Tmigfnny FLASHKIT PRO is the cornmodete 'Ittachnnerit sic"Itition, foi coaMmsition shin"ide rocts. real.hurin,�I Un"irac's oatte"'med SHED & SEAL techmmlo�y, a weallhei, proof system viihicti, provides the ulfirrIate protection against , g mot leak& Kitte,d kr-i 10 lof IlRaMTHUfflr�l Gll-fflveplif�lllce, flashmires and hafkare afe avidable 'lln Mill! of 111,31ark 'ru-i's1hes, i ium cks f v 111-i FLASHKII po, everythiRg you, need fw a quick, poffessional 6listah'iJoin TRUSTED WAT, ER SEAL FLASH WKS f , rAMP, SHIED S, SEAL YOUR COMPLETE SOLUTION flastuing,& lap, confirwouslat lL feet and hx bovarep CONVENIENT 10 PACKS PackagW too speed and ease of handfinla FLASHKII PRO INSTALLATION GUIDE wim''m U N I RAC was sufuumv 0 SHED S, SEAL rEoxfnnv FLASH M IF R 0 1 "S T 1-1 'C'13 m 1- 1 L ;11I H 1 N G A N D A 11-1 A C' HIVI'll � N S' 0 1- U 11' 10 N f 0 R (]J) Mfl 0 `� 111011 N", 141 (11 a !- S, H iNST,Altl FLASWOF PRO ' l-A,SAflNlllG NST AlL 1, 1, 10 0 1 iuot !"a ftei ,mi I smm,,, chicilk ti nes tv i.ai r; w�si;ilk-ll, mM I'awlt fnr ea-,d ii-ip 'i- -of a i STEP I INSTALL FLASHKI1111, F PRO FLASHING I L 01 �iqi uue!� c�0f kin, hde flwmomu-nr flas'Jim",r mi nalh "'1w lu'l," of Ohy m"i "lope Uh,� fhsNilp o, "I"Vi 1 c D 0M �Nl, KIM 0 � H clei 'Ookv 11w, F,.3.x'f1 r? „ rXkn,,d uni'm thw h, t., up."m"e", 1)" shim hu, I STEP 2 INSTALL L-FOOT fi,ot <<;,r f 1, lvc mc`fuf&,l 0 ul, m, i�ui st"amif""'s"'; stw�el backe�i UA 41 fol- i Pi"'M nd i�vslhqfi, i Cif -ioh, iIi ihe rmuf mfte; A1,1111 AMOT T 0 IRAR, w E h U a 0 " I 'he pf M lo no a, Vs eid 1"W',ond lfhw� flF i"aw im o, tv o"i o""eisf Umw�,v, i,,w H 2 euh w'i' i��oiW 1, � ," �'k, i I 10L, tl L - r U (J I T 0 R A 1 L �rrnc�ii thx,, 3/8 16 lf in�,ji ik"', immrif h�e Rail mR d ,pa' ac"veiyE '-,pacgw, Hw boit, o rmjlulh Tw W mu, sk,, q� "i e o�v� 'g "j" 'M R no Uo-ad, , j i�j, �q of the bo" -flit mduded 'Y8, "he t H !wr am OY a r,i;.>o", wid Omr", ,l �� i, -t m 9 1,, W DEL MAR, CA 92014, USA DESIGN SUPPORT DAY OF INSTALL: CHAT.POWUR-COM VERSION DESCRIPTION DATE REV INITIAL RELEASE 01/24/2023 UR PROJECT NAME < W C) rl-- co UJ cl� UJ 0 Z) 0 -i C) •) c c) C) -T- 0 TZ cy) Q (-) < Z o o < o r c\j C.0 IT 4 ry < 00 fy >- C,4 - - co r p UJ , 0 z Z r ,412414fillf-41TAN maxe]WROX&I SHEET SIZE ANSI B I V X 17' t 11 mlov, -Z o on 11 Ift S 0 11.41, R CODE COMPLIANCE NOTES W tl's'- '! SM MOUNT IINSTALIA, ION GUIDE PAGE - ------------ ------ --------- -------- ----------- ------------------ I --------- ------------------------------ ---------- ------- SYSTEM LEVEL FME CLASSIPICATION The system fire class rating requires installation in the manner specified in the SOLARMOUNT Installation Guide. SOLARMOUNT has been cupisifed to the system tevet fire portion of UL2703. SOLARMOUNT has achieved system Level performance for steep 5toped roofs, The fire classification rating is only valid on roof pitches greater than 2:12 (slopes > 2 inches per finont at 9S degrees). The system is to be mounted over fire resistant roof covering rated for the application. There is no required minimum of maximum height Limitation above the roof deck to maintain the system fire rating for SOLARMOUNT Module Types, System Level Fire Ratings, and Mitigation Requirements are listed qetcrw. Rail Type Module Fire Types System Level Fire Rating Rail Direaliat Module mitigation Orientation "teed `o—adl e4 ID Ftaiis oat!.at F,ae'e rf" th lliva{ 04—A,Crass 1, & Gas, C Eao-Nva, arsd'oRie OR, pdu.it N— RAquRd an 19,22,2t, 19, 'ei Ne th-S-Po Landscape OR Poalait N—R;of, iel - ! ;ght, Raii 1N2 Oa,t A, Ci.s o Wli C trio:-vsea Land nape OR P 'We No- Rep,Wed L-0—pv OR Ponast P., i-1 'Ps"dald, Light, & 4 r U.S, 9 Coi, -'sis"pe OR Oad.�t ld" mstaii,oior, PsF HO R,ois ift-t �re-i.bcio Ga�av 'Nian,�S"me uoa—ips OR p0mait F� UL2703 CERTIFICATION MARKING LABEL JuittAr Unitas SOLARMOUNT is lasted to UL 2703. Certification marking is embossed on ail mid clamps as shown. Labels with. AWW additional information will be provided .After the racking system is fully assembled, a single label should be applied to the a SOLARMOUNT Tait at the edge of the array. Before applying the tabel, the corners of the Label that do not pertain to the system Wrig instailted must be removed so that only tie installed system type is stowing. CLUS SM S01, R BONDING CONNECTION GROUND PATHS 10 ------------- ---------------------------------------------------------- I U U N11 C311,01DE I PACE --------- ------------ -- --------------------- - ----------------- - A CIO, 0 ?48 F� "OF it 2� BONDING WOCLAMPASSEMBLY BONDING MIDCLAMPASSEMIRLY ,11 Aiem mxat Q i. Sri td,, BONDING PAIL SPLICE BAR 4,3 SuFairg - I'd o4rfa {.art F. tis "vI Ut 'd, BONDING MICROINVERTER MOUNT iv -e,o —d, —P f7,s "I b -A -d 9"', .""d , L RAIL TO L-FOOT wISONDING. T-BOLT Se -d ao,g, — or, —,I—x i,, roll ta —11— T �— h,,d po,'—, ,K —d T ,M "5, E 0, RACK SYSTEM GROUND SM SOL 910 AR 0 MOUNT ----------- ------ ---------av ONLY ONE LUG PER R-00y OF MOODULES, Oy orie 114 Per raw of nnodi-,ies rs reqw,ed Sep Page F *x addfitlona� Oe;is rcqu,rer.i for expansior, STANDARD SYSTEM GROUNDING i M IN, UMLIMMUMUL 1111'a"TALI s"T100,11 G`" I PA E ------------------------------------------------------------------ jp-,? p WEEBLUG CONDUCTOR - UNIRAC P/N 008002S: Apply Anti Seize and insert a belt in the aluminum fail and through the clearance hoods in the stainless steel flat washer, Place the stainless steel flat washer on the bon, oriented so the dimples will contact the aturninum rail. Place the tug portion on the bolt and stainless steel flat washer, install stainless steel flat washer, Lock washer and nut. -ifghtenthe nut antitthedimptes are complenetyembedded into the rail and tug. GRORINDING LUG MOUNTING DETAILS: -Details are provided for both the WEES and Rsco products, The WEEBLug has a grounding symbol located on the tug assebtyThe Ram tug has a green colored set screw for grounding indication purposes. inzratiat= 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 BOLT SIZE DRILLSIZE WEEBLug 1/4* NIA PL,,js,7ovSMRa?iSi,:e I lSCO Lug #10-32 7/32' Torque value depends or, conductor size. See product data sheet for torque vatue, S M "C" A 10"! 1"I 1. — K NL ------ : -------------- MYU-N-1- ----- 'A sf ILSCO LAY -IN LUG CONDUCTOR - UNIRAC PM 008009P- Alternate Grounding Lug - Drill, deburr hate and butt Thru both raitwatts per table. APPENDIX Tf I UNIVERSALAF EP-111DCLAMP !NSTFAIRA i r' U, 7v sP A E -------------------- ------------------------------------------------ ---------- n to T-wo rail 2Rtatarrckckwae 2/o-a turn: ais n siot i-ower darop and Inset t T bolt to to engage T-litid: inside iail vot, �dit sh't, 3. at least 31/4'firom end of 4 while dpphyeg pressure to ..aid the A arid Posomodamp against moreAe downon I narna, the reodule "'deof Jj 5� 13 M T LJ 5 When the cap rontacts the rrodiAin 6 Tighten drift and tofqne to 15 it t1is 7. Cwfurn damp is cargaged "a correct module heslhr fro"kise) and that the Top of the Name, "'rease and it W;U "e-e"gatis, w Cap s anion, tevel Woth Rhem"ceit, fr—,e, the damp haw. NIGTE When mstafling ai,,inrn rnontes,,00ser boft by I turn ears- ,nose uradog Clamp against rimdu[e ft,trie DR) not rwce clamp onto titudute dams, as tNmay dainage the iscineirppen . povv� DEL MAR, CA 92014, USA DESIGN SUPPORT DAY OF INSTALL: CHAT.POWUR.COM VERSION DESCRIPTION DATE REV INITIAL RELEASE 01/24/2023 UR PROJECT NAME 5701 • rl- 0 W co 0 :D - i C) 0 C) 00 >- (D < C) C3 0 < 0 < 0(/) Uj LL Z 0 C\j It C\1 11 < 0o co Uj N Z Z n :D < SHEET NAME SHEET SIZE ANSI B 11" X 17 @ CSA GROUP" I i IF W11"Waug- MASTER CONTRACT: 266909 REPORT: 70131735 PROJECT: 801287;0 Edition 1: September 20, 2017, Project 70131735- Albuquerque P ij Issued by Michael Hoffhagle DEL MAR, CA 92014, USA Edition 17: April 22,20= Project 80116723 - Inine SM g s, f n DESIGN SUPPORT DAY OF INSTALL. 'I- , Prepared By: Michael Hoffnagle " 0 , I I LAK I CHAT.POWUR.COM Authorized By: Michael Hoffnagle -5041 I'm I'm, I A' 11 APPENDIX A'W I . r�kj OT I 'Ills, I In U U N System Certificatioing 1, PACE Edition 18: June 8, 2022, Project 80128750 - Irvine ------------------------------------------------------------------------------------------------------------------------------------------- Prepared By: Michael Hoffhagle ELectirkat Sending and Grounding Test Modules VERSION Authorized Bv: Michael Hoffhagle The list below is not exhaustive of compliant modules but shows those that have been evaluated and found to he etectricahlycomparitite. with the SOLARMOUNT system. DESCRIPTION DATE REV Report pages reissued mamfactwa MO&W MOM / sorier ManuYactue module me"[ f series M21w1acuffe Module mo" / Swiss INITIAL RELEASE 01/24/2023 UR LGyxYN2T ,5 eIX-MI 2Q/U QPrAK WO Xr r1.wMsDK/u1W/N2LN2%h-L5 phowDs" Ps.Xr41.H-20/rJ1 Gray) M, K--/N Woe /8FG vjisl(�/GIK) QPEAK 10 Contents: Certificate of Compliance - Pages I to 6 Pss�KIH Q, o 0 0 X LL C, 10, d/s.F C Supplement to Certificate of Compliance -Pages I to 3 PROJECT NAME Description and Tests -Pages I to 27 LR4 IaGf�HPWRP+�� QPFAK nU0XL-',11,3/SrG M4-72(HPHJ 24/7 REC-AAsKKsy-,; Attl Installation Manual Sri Pages I to 36 LR6-60 Ps"xMH 24/7 REUMNP(N-PEAK, C) Att2 Schematics SkVULA- Pages I to 72 PS",sW24fFH, REUmNPiLOfack) UR 6 2 R UwK,RECsx�PE12 Au3i Installation Manual ULA- Pages I to 22 La6-72(9KA4YrPF1PERH) P,�S,nsrsa, P72 See�,, REC REC=FaRECu�TP72 < 0 UJ V) watia.k LR4-6We3 REE,-TP2i1V6L1Q -J At14 RM5 Installation Guide - I to 19 N-, Pv�, Pew, G�, G4. C1. - U) M LJJ -J Rea�R�.k Lv1,-6(yHv9 TP2�;1,4.72 W ::) C) A115 RMDF Installation Guide - I to 20 yak G-X50. K1Cw.-,PyM(81.k7 Meyer 8"rge, Pl-, P., Mo, L-s2, r G4. L-G5 REUxxTP4 Osack) C) Att6 RM series schematics - I to 32 miss�m, 5W, rnvrQy est 140,-, s�E ere PeakLCS, L G6, LC 7, L GS(BFF) Att7 Installation Manual. GIFT Shared Rail - Pages I to 40 Mitojb,.hi ME & K-E yede, QPEAK [30a BLK,-C-,6- F1, n,e v a AU 60-s LLJ -J 0 5 C) 0- QP[AK EXA) 8LK-661,TS RSM series C) 0 0 1tt8 Installation Manual, GFT 4-Rail - Pages I to 39 ree r�w, P.- ca, o6cl se,=KFNUOCP�tK�-U ek S E-gy SN72 & SN60 ser�-, 18 QPEAX DUO 0 < Lo ::) 0 Att9 GFT Schematics - Pages I to 42 sOHNeyX' A156W,5EVsAWsk160, DPUKDUE)�KK)Giit�) SF-11 Cc) C) 6 Atilt) NTXTHorizcni Installation Manual - Pages I to 22 V9HNxs, xKv, V9 4,14s . KA01 /0,k QP-AK DUO L-(f-8,c`;81/Ga 2,/G&s; N T- C,) T- 0 IJBHN�—SAI 76A! IGISA 17�,ISA 1 811AIK, Q.FIFAK D-Ln � G9.3 SRP (6QAd5QM Attl I Schematics NIXT Horizon - Pages I to 13 C) qoEAK MJ0 kBLK) McGM+� SRP�Kly 6ME-HR MP 3,'0 �i5-Eislls-Kv� Z IvRW" - N OPEAK DL10 XL [C,9/G9 7JG9,3) QPFAY DUO XL-GYSFG Ss�—sx WOW SRP-sXc4t�� 9KD-Pi < I 11v Si -A, K SLA v, SUS- PA -Lc- 6C S"i, 0 C\1 PRODUCTS QPEAK D00 sLKi ML-GIrrar,) CLASS - C531302 - POWER SUPPLIES - PHOTON70LTAICS-PV Racking and claniving systems OC) >- IIJ CLASS - C531382 - POWER SUPPLIES - PHOTOVOLTAICS-I'VRacking and clamping systems - Untem, otherwise noted, modules listed above include wattages and specifica-syclets within that series. Variable wattages are feteevented as LL c) W Certified to US Standards Items in parenthesis are those that mayor may not be present in a corraaatibee module's model !D T- a- 0 Slashes'/'between one or more items indicates that either of those items may he the one that is present in a module's mode, ID C") UJ Z ins frame at offie must not have any feature that might interfere with the bonding devices that are integrated Mto the tasking system 3: Use with a maxitnurn over current protection device 0C.P()of 30A Z Listed models can be used to achieve a Gass A fire system rating for steep stope, applications. See Appendix A, page A < SHEET NAME The reader is for any hability arrnig from actions takni m ulterpreh,all or applsong, the reault, presented ru tins report this spent 'shall not fie reproduced except to full, Yxithosit vniftem approval fmin CSA CAoup Te5ting, & Cen-tficardws 1ne -1he reeults of th's report early relate to those ileters, tested 34 Bunsen, Irvine, CA, Ll,&A, 92618 Te�phone: 949 733.43001.800.463.6727 Fax: 949,733.4320 www.csagroup.org DQD 50-1,10 Rev 202-145-06 t, 2022 City. Ckoup, All nilitte, reserved. SHEET SIZE ANSI B 11 " X 17" Certificate: 70131735 Project: 80129750 Issued To: Unirac 1411 Broadwav INE Albuquerque, New Mexico, 87102 United States Attention: Rob D'Anastasio Master Contract: 266909 Date Issued: 2022-06-08 adjacent indicators 'C" and VVjor Canada and US or with adjacent indicator '"'for US on�y or without either indicatorJor Canada onty. Issued by - Michael Hoffnagle CLASS - C531302 - POWER SUPPLIES PHOTOVOLTAICS-PX' Racking 2, and cl ping systems am CLASS - C531382 - POWER SLrPPLIES PHOTO',.'OLTAICS-PV Racking and clamping systems - Certified to US Standards ME Certificate.- 70131735 1'roject: 80128750 Master Contract: 266909 to Issued: 2022-06-08 Models: SM S(')LARINIOUNITFlush-to-Roof is air extiuded abinninum, rail PN7 racking system that is installed parallel to the roof in landscape or portrait orientations, ULA UiiiracLarge An -ay isagrotmdniouiitsystem usiiiothe SolarMotmt (SIM) platform for the bonding and grounding of RV modules, Solarmount The system listed is designed to proNide bonding/grounding, and mechanical stability for pliotovoltaic modules, The system is secured to the roof with the L-Foot components through the roofing material to building structure. Modules are securedto the racking system Nvith stainless steel or aluminum mid clamps and Aluminum end clamps. The modules are bonded to the racking system vvith the stainless -steel bonding mid clamps with piercing points. The system is grounded with 10 AWG copper mire to bonding/grounding likgs. Fire ratings of Class A with Type 1, 2, 3 (with metallic fraine), 4 (vvidi trim), 5 (with tzim), 14vith metallic haunt), 19, 22, 25. 229, 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 conipliance is required., in addition to national codes. All ,rounding,,bonding connections are to be torqued in accordance with the Installation Manual slid the settings used during, the certification testing for the current edition of the project report. The system may employ optimizers/inici-o-inverters and used for grounding when installed per installation instructions. UL 2703 Mechanical Load ratings: Test Loads: Dovvnivard Design Load (1b, ft2 113 5 1 Upward Design Load (lbi/W) 507 Down -Slope Load (lb/T) 16,13 - ------­----­--------­ ----------------------- Dowirward Load (lb/ft2) 1720 Upward Load (lb/ft2) 76.07 Down -Slope Load (Ib/ft2) 24,2 ------------- DESIGN SUPPORT DAY OF INSTALL: CHAT.POWUR.COM VERSION DESCRIPTION DATE REV INITIAL RELEASE 01124/2023 UP PROJECT NAME < CO • 0 M UJ UJ UJ C) C) 0 < C,r•• C) 0 0 Z 0 CO < 0 01- r C\1 • C\J ry < _J 00 Q� .1- C\1 U_ c) T_ co A W 0 z N Z CL D 6*1200MINE1 SHEET SIZE ANSI B MI X 17" M 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 PZSE, Inc. - Structural Engineers has reviewed the Unirac SOLARMOUNT rails, proprietary mounting system constructed from modular parts which is intended for rooftop installation of solar photovoltaic (PV) panels, and has reviewed the U- builder Online tool. This U-Builder software includes analysis for the SOLARMOUNT LIGHT rail, SOLARMOUNT STANDARD rail, and SOLARMOUNT HEAVY DUTY rail with Standard and Pro Series hardware. All information, data and analysis contained within are based on, and comply with the following codes and typical specifications: 1. 2020 Florida Building Code, by Florida Building Commission 2. Minimum Design Loads for Buildings and other Structures, ASCEJSEI 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. wl Provisions from SEAOC PV-2 2017. 5. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, November 1, 2012 by [CC -ES. 6. 201SAluminum 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 (it) Roof Pitch = 0 - 45 (degrees) Exposure Category = B, C & D Attachment Spacing: Per U-builder 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/eave line of roof and the PV panel is mounted on the long side. Portrait - PV Panel short dimension is parallel to ridge/eave tine of roof and the PV panel is mounted on the short side. 1478 Stone Point Drive, Suite i �10, Rosevifle, '--'A 95661 91&961',3960 9,6,96I.396!,J v,,-,,,,w-pzsex-,on-t Components and Cladding Roof Zones, Notes: 1) U-builder Online toot analysis is only for Unirac SM SOLARMOUNT Rail Flush systems only and do not include roof capacity check. 2) Risk Category It per ASCE 7-16, 3) Topographic factor, kzt is I .O. 4) Array Edge Factor YE = 1.5 5) Average parapet height is OO ft. 6) Wind speeds are LRFD values. 7) Attachment spacing(s) apply to a seismic design category E or less. Design Responsibility: where required by the authority having jurisdiction. In all 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. This requires additional knowledge of the building and is outside the scope of the certification of this racking system If you have any questions on the above, do not hesitate to call. Prepared by: PZSE, Inc. — Structural Engineers Roseville, CA THIS ITEM HAS BEEN ELEC TiNOMCALUf SIGNED ANDSEALED Ff PAUL K, ZACHER, PE ON 01,12012,021 USING A HA.-1 AUTHENTICATION CODE. PRINTED COPIES OF THIS DOCUMEt-,4T AIRE NO3 CONSIDERED SIGNED AND SEALFD AND THE SHA-1 Air THEN7, ICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 1478 S lone P,* et LDOve, Suitt.,,, I@ 90, Roseville, CA 95661 9 16, 961 39 60 9 16361 3965 01/20/2021 DEL MAR, CA 92014, USA DESIGN SUPPORT DAY OF INSTALL: CHAT.POWUR-COM VERSION DESCRIPTION DATE REV INITIAL RELEASE 01/24/2023 UR 12001US1411 74-01 < cki co C) co UJ W W _J• I C) C)i. C) 0 0 N < X CY) C) 0 0 Q 0 0 n = z LJJ F- _3 r C\J CN ry 11 < 00 N W LL c) co W z -J N Z CL < SHEET SIZE ANSI B 11" X 17"