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Home My WebLink About22-4201City 61 Zephythills 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 06/01/2022 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. MOTOR 11 1 11 1 11 1 � I III 11111 1111 .3MMM= accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. TOR SIGNATURE PE IT OFFICE - MY" 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone contact for Permitting Owner's Name GONZALEZ .J AN ROBERTO � Owner Phone Number 37-29 -9883 61 `i 19th 6t, h rhillS, L 3342, iJA Owner's Address Y Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB AolaREs 11 19th t, ephyrhills, L 3542, USA � LIST# 37 SUBDIVISION l�l ix1`R �R � PARCEL. ID# 02-26-21-m l90-00000-0370 laarAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED � NEW CONSTR � ADWALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR [� COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL, DESCRIPTION OF WORK Adding scalar electric panels to th r of BUILOINc SIZE : _= SO FOOTAGE HEIGHT *-x BUILDING � � VALUATION OF TOTAL CONSTRUCTION ?C ELECTRICAL $ _,_ AMP SERVICE PROGRESS ENERGY W.R,E.C. �129211 PltlMr3iNC -- - r =MECHANICAL VALUATION OF MECHANICAL INSTALLATION f =GAS ROOFING SPECIALTY OTHER :7INISHED FLOOR ELEVATIONS = FLOOD ZONE AREA =YES NO 3UiLDER COMPANY 3I NATURE REGISTERED ;;;= FEE cuRizEN Y t N Address License # :LECTitICIAN COMPANY telnli�ht�Enterp�risesc:`A NATURE RREGISTERED �f f NN Y / N=gym Address License 1m�1 00 '138 _�. 'LUMBER COMPANY Y IIGNATURE REGISTERED IN�IEE RREN Y I N Address license # AECti ICAL COMPANY 7 iIGNATURE REGIstEREo Y 1 N r-EE cr RREN Y i N Address License it a SThIEfi COMPANY ;I PiX6E a 4, ! RE rsTERs n t t N FEE cuRREv YIN F''^*'' F 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 "dead" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building inspection Division —Licensing Section at 727-847- 8009, Furthermore, if the owner has hired a contractor or contractors; he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMP'ACTIUTILITIES 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 doers not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LA (Chapter 7'13, Florida Statutes, as amended): If valuation of work is $2,500,00 or more, i certify that. I, the applicant, have been provided with a copy of the "Florida Construction Lien Law --Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement, CONTRACTOR' SIO NBR'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be clone 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, mocks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health nit -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: m 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 effect 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 () acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application, A permit Issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter„ or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a periled 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) drays and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the Job is considered abandoned. isfre erscina "known to ma or riaslhave 'fir { ho islare as identifica� � �pire� 2Ii512026� a limberly Neu parr y Commission hiM 229363 tom, _ �a � as cai tVi 111raXi!Pli1r1e1 sAlq/11 t Jf2115/2026 Kimberly Neuman and Co�itptissiori my 229363 OF ti v\ INSTR#2022114266OR BK106181 :' Page 1 of • 1 • ! . 0,00 1 11 PascoNikki Alva rqz-Sowles, Esq., County Clerk & Comptroller Permit Number: Fol'io/Parcet lid #. 0226210190000000370 Prepared by: Sunlir hi rater rlsas inc 75761Einq>pointe Pkwy #4 Orlando Fl, 32819 Return to: Emi property, Interv5t in Property to eowrner _. Name and address of fee simple titleholder (if different from Owner listed above) Name Address 4. Contractor Name Sunlight Enterprises Inc Telephone Number (321) 884-3388 Address Ispointe, Pkwy 4, Orlando Fl, 32819 5. Surety (if applicable, a copy of the payment bond is attached) Name Telephone Number Address Amount of Bend 6. sender Name -Telephone Number Persons within the State of lorida providedbe served as by §7113M(l)(a)7, Florida Statutes. Nam Telephone NumbeTj_, 8. In addition to himself or herself, Owner designates ,« to receive a copyof Notice provName___ Telephone Number ided 9. Expiration date of notice of commencement (the expiration date will be I year frorntho data of recording unless a different date is specified) f ' Known Name of partyen behtatf of whorn instrument was executeIYt Pant, type, or stam commilsiloned name Pu is 26 Cr -imb�rl � �� (7) �y Neuman MQmmiss* 229363 Current Renewables Engineering Attn: To Whom It May Concern, Project Name: Per Florida Statute(F.S.) 377.705 (revised 7/1/2017), 1, Methode Maniraguha,PE (# 85003) an engineer licensed pursuant to Chapter 471, certify that the PV electrical system and electrical components are designed and approved using the code requirements and standards contained in the Florida Building Code. If you have questions regarding this matter, please do not hesitate to contact me directly. Prepared by: Current Renewables Engineering Inc, Riverside, CA Projects@currentrenewableseng.com :196o Chicago Ave, Suite D,i5, Rii,erside, CA 9250"' w,�%sN,v.cu,i,retitreiiewabler eiig,c(),n,I 951254 56,,,,,5, 1N'1'EGR1"('Y PROF,ESS1ON.AL1S',.%1 (",A,`S'FOA11ER EXPF",',RJF"'NCF' Current ��' ��W�� ^ ��m�� Engineering Subject: Structural Certification for Installation ofResidential re job: ]UANRNZ,G1l919THST,,ZEPHYRH|LLS,FL33542 Attn.: To Whom It May Concern Afield observation was performed todocument the existing framing ofthe above mentioned address. From the field observation, the existing roof structure was observed as: ROOF 1/Metal roofing supported by2x4Truss @ 24in, QCspacing. The roof issloped atapproximately 26 degrees and has amax beam span cf6ftbetween supports. Code: 202QFLBuilding Code 7th Edition (A8CE 7-16) U|tVVind Speed: 138mph Ground Snow: Opsf Exposure Cat: C Min Roof Snow: NA psf After review of the field observation report and based on our structural capacity calculations in accordance with applicable building codes, the existing roof framing supporting the proposed solar panel layout has been determined tobe: ROOF 1: adequate to support the imposed loads. Therefore, no structural upgrades are required. Current Renemmb|esEngineering Inc, Professional Engineer pnojects@crenB.so|ar (,hoca��15, As,250,7, �wv,,,.cunentrevvmbke 95 S I INE- GmnY fnC) F F S S � C) N Ai\Sm1 usT, KxEREX [n/I`m(",E Current e n e w ait, �i, e s Engineering Attn.: To Whom It May Concern re job: JUAN RUIZ 6119 19TH ST, ZEPHYRHILLS, FL 33542 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. After review, I certify that the roof structure has sufficient structural capacity for the applied PV loads, All mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Code: 2020 FL Building Code 7th Edition ASCE 7-16 Live Load: 20 psf lilt Wind Speed: 138 mph Exposure Cat: C Ground Snow: 0 psf Min Roof Snow: NA Current Renewables Engineering Inc. Professional Engineer projects@creng,solar 1960 Oflcaga Ave, St kike D15, RivskIe, CA S)2507 vvww .�,, w, ren, 9S Le"51,5655-,� INTEGRITY P R 0 F E', S S 1, 0 N Al -15 Ml CtJSTOT\/1ER1 EXPER;ENCE . . Renewables ' Current �~@��|�� ~�^ °��," ^~��" .. .�� RmofType: Roof Pitch (deg)= Mean Roof Height (ft)= Attachment Tr|bWidth (ft)= Attachment Spacing (ft)` Framing Type ` Framing Size - Framing DCSpacing (|n.) = Section Thickness, b (|n.) = Section Depth, d (in.) = Section Modulus, Sx(|n.^3) z Moment ofInertia, Lx(|n.^4)= Framing Span (ft)= Deflection Limit D+L(|n.) Deflection Limit SorVV(in.) Framing Upgrade : Sister Size = Wood� Species = Wood Fb(ps|)= Wood FV(psU= Wood E(psi)` CD (Wind) CD (Snow) CM={t=[L =Ci CF [m Cr F'b_w|nd(ps|) F'b_snow(psi) F'v_w|nd(pd) F'v_snow(psi) K4 aU b}e_wi d(|b^ft) M_allowable—snow(|b4ft) V_aUmvvab|e_wind(|bd V_aUowab|e_snow(|bs) E'(psU Job Code: ]UANRU|Z 19'5"() A vt,% SuReDI"3, Rhv�,,msidm CA '1250,',"' mrp��b�e w ng.�wr, 951.254,5655 � � ^ ' Job Code: JUANRU|Z 3uf6 Current Renewablies ' Engineering xgineer|ng Dead Load Calculations: Panels Dead Load (psf)= 3.0 Roof Roofing Weight (psB= 2.0 Decking Weight (psf)= - 2.0 Framing Weight (psf) = 0.6 Misc. Additional Weight (ps8 = 1.0 Existing Dead Load (psf)= 5.6 Total Dead Load (psB= Q.6 Wind Load Calculations: Ultimate Wind Speed (mph)= 138 ` Directionality Factor, kd = 0.85 Topographic Factor, kzt= I�D Velocity Press ExpFactor, kz= D]85 Ground Elevation Factor, ke= 1.00 Velocity Pressure, qz(psf) = 35.2 Array Edge Factor, yE= 1.25 ` Solar Equalization Factor, ya = 0.70 External Pressure Up, GCp_l= -1,S External Pressure Up, GCp_2 = -2.2 External Pressure Up, GCP_3= -23 External Pressure Down, GCp= O.6 ' Design Pressure Up, p_1(psf) = -46.2 Design Pressure Up, p_2 (psH= -67.7 Design Pressure Up, p_3 (ps0= -70.8 Design Pressure Down, p(psf)= 18.5 Hardware Checks: Attachment Checks: Roof Attachment Type = S5!PorteaBrarket Allowable Up Force (|bs) = 350 Allowable Down Force (|bs)= lDOU Allowable Side Force (|bs) = 50 Applied Uplift Force (|bs) = -348 Uplift DCR= 0.99 Applied Down Force (Ihs)= 139 1960 ChA�gci Ave, 15'^,�A��0� �\ %JW, <'u,mmtit, r, 9 5%.2 5 1111111�.5 6'L'i 5 �N 1" RKIfY PRQ��N A L V,',1 I'V11 C -'Ll" S T 0%�R U X P ii,: R I N�� Job Code: JUAN RUIZ Current 4of6 R' n c� �` , a bl ;mot Engineering Down DCR = 0.14 Applied Lateral Force (lbs) = 14 Lateral DCR = 0.29 Roof Frih' se Force Checks: Roof 1 LC1: D+S Applied Moment (lb-ft) = 52 Applied Shear (lbs) = 52 Allowable Moment (lb-ft) = 524 Allowable Shear (lbs) = 725 Moment DCR = 0.10 Shear DCR = 0.07 LC2: D+0.6W Applied Moment,(lb-ft) = 118 Applied Shear (Ibs) = 118 Allowable Moment (lb-ft) = 729 Allowable Shear (lbs) = 1008 Moment DCR = 0.16 Sheer DCR = 0.1 LC3 D+0.75(S+0,6W) Applied Moment (lb-ft) = 101 Applied Shear (lbs) = 101 Allowable Moment (lb-ft) = 729 Allowable Shear (lbs) = 1008 Moment DCR = 0.14 Shear DCR = 0ti10 LC4: 0:6D+0:6W Applied Moment (lb-ft) = 135 Applied Shear (Ibs) = 135 Allowable Moment (lb-ft) = 729 Allowable Shear (lbs) = 1008 Moment DCR = 0>19 Shear DCR = 0.1 Deflection Cheeks (Service Level}: Roof 1 LC1: D+L Deflection (in.) = 0,02 Job Code: JUAN RUIZ Current5 of 6 Renewable�*,�s Engineering Deflection Limit (in.) = 1,38 Deflection OCR = 0.01 LC2: S Deflection (in,) = 0.00 Deflection Limit (in.) = 0.92 Deflection DCR = 0.00 LC3: W (Down) Deflection (in.) = 0.01 Deflection Limit (in.) = 0,92 Deflection DCR = 0.01 LC4: W (Up) Deflection (in.) = -0.03 Deflection Limit (in.) = 0.92 Deflection DCR = 0.03 Wall Weight (psf) = 17 Tributary Wall Area (ft) = 1000 Total Wall Weight (lbs) = 17000 Roof Weight (psf) = 6 Roof Area (ft) = 400 Total Roof Weight (lbs) = 13444 Total Existing Weight (lbs) = 3 444 Additional PV Wei hV Total Additional PV Weight (lbs) = 1416 Weight Increase: (Existing W + Additional W)/(Existing W) = 105% The increase in weight as a result of the solar system is less than 10/n of the existing structure and therefore no further seismic analysis is required. Limits f co e bf ork and Llabilit ; 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 PV installation referenced in the stamped planset and 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 960': h , art, r�`�sE�s:§, ,�1..t,k 0 15, �'S*.�+'," i sz4�i:�. CA �'�r k�td ', tid,2 541,,�,,.)5 Job Code: JUAN RUIZ Current 6 of 6 Renewables Engineering 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 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 engineering �ud. ,ment. Prior to o mencement of work the contractor shall verify the framirr sizes.-s:xacinovs, and _--L 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 cert letter (where applicable) and notify the Engineer of Record of any concerns prior to starting construction, 1960 Aviv,-,, Swt,(,, DIS, Rive CA 925C)7 vo,%w,njrent� �14 5 1, 2 Y1, 5,,,,5 5 5 N11'(-,,, RFr Y P R OF I [) N A 0 S 1`0 CUSIC)MUR U,,XP,EJ,`,1EN0,E r r, .. ,r ....., r„,, fir,,,.,.. ✓.3, ,..1/, ,, „a,i, .///...., v...,G.r, ✓, ,...,,�iin,, ,,. ,. ,. r, ✓,.<: ..//., _/✓ l SYSTEM SUMMARY. (N) 26 - CANADIAN SOLAR CS3N-395MS (395W) MODULES (N) 26 - ENPHASE ENERGY IQ8PLUS-72-2-US MICRO -INVERTERS (N) JUNCTION BOX (E) 150A MAIN SERVICE PANEL WITH (E) 150A MAIN BREAKER (N) 60A FUSED AC DISCONNECT (N) ENPHASE ICI COMBINER 4 -- ----- - ---- - --- -- INTERCONNECTION METHOD: LINE SIDE TAP PESIGN CRITERIA: ROOF TYPE: - CORRUGATED METAL ROOF FRAME: - 2"X4" TRUSSES cv24" O.C. SEAMS SPACING: SEAMS @7a 12" O.C. STORY: - ONE STORY SNOW LOAD: - 0 PSF WIND SPEED:- 138 MPH WIND EXPOSURE.- C BUILDINGGENERAL NOTES: & ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER 2. LAG SCREW DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2020 FLORIDA MANUFACTURERREQUIREMENTS. ALL BOLT CAPACITIES ARE BASED ON SOUTHER YELLOW PINE (SYP) RESIDENTIAL WOOD ROOF RAFTERS AS EMBEDMENT MATERIAL, 3, ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIDENTIA ROOFS, CONSIDERING FROM A 7'TO A DRILL AND FILL ALL HOLES. 5ALL DISSIMILAR MATERIALS SHALL BE SEPARATED WITH NEOPRENE WASHERS, PADS, ETC OR SIMILAR. 6. ALL ALUMINIUM COMPONENTS SHALL BE ANODIZED ALUMINIUM 6105-T5 UNLESS OTHERWISE NOTED. OTHERWISE NOTED, & ALL SOLAR RAILING AND MODULES SHALL BE INSTALLED PER AF 9. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE (7TH EDITION) OR LOCAL GOVERNING CODE FLORIDA AERIAL PHOTO PV-0 SCALE: NTS SHEET INDEX PV-O 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 ATTACHMENT DETAILS PV-4 BRANCH LAYOUT PV-5 ELECTRICAL LINE DIAGRAM PV-6 ELECTRICAL CALCULATION PV-7 WARNING LABELS PV-8 ADDITIONAL NOTES PV-9+ EQUIPMENT SPEC SHEETS VICINITY MAP PV-O SCALE: NTS N S powur DEL MAR, CA 92014, USA REVISIONS DESCRIPTION DATE INITIAL RELEASE�f 05/04/2022 I CN SHEET NAME OVER. SHEET SHEET SIZE ANSI Bi q 1" X d " SHEET NUMBER (E) FENCE (N) JUNCTION BOX ROOF #1 (10) CANADIAN SOLAR CS3N-395MS (395W) MODULES (N) 3/4" OR GREATER EMT CONDUIT RUN (7/8 INCHES ABOVE ROOF) -125.871 (E) UTILITY METER (E) 150A MAIN SERVICE PANEL WITH (E) 150A MAIN BREAKER (N) 60A FUSED AC DISCONNECT (N) ENPHASE IQ COMBINER 4 5T-111 PROPERTY LINE SITE PLAN WITH ROOF PLAN �_lom ---------- — ------ --- -------------------- - - - SCALE: 3/32" = V-0" ONE-STORY HOUSE ROOF ACCESS POINT 125.65' ROOF#2 (16) CANADIAN SOLAR CS3N-395MS (395W) MODULES PROPERTY LINE O� 81-71v powur DEL MAR, CA 92014, USA REVISIONS IQl* -DATE ry- g-, in (E) DRIVEWAY j EXP: 2812,023 St mped:5125/2022 PROJECT NAME 0 C) U) U) F_ D c) (D C) Q� C:) LLJ CID (=) z co C:I T -i CD LLj CL w I-- LL 17) Lu Lij z 0) C6 N z 0 04 0 D Qo T_ N w CD C\l 0- C) 0 T cr_ CL Z F- LU N < < SHEET NAME SITE PLAN WITH ROOF PLAN SHEET SIZE — -- ------ - - -------------- - ; ANSI B NOTE: 11 " X 17" ALL ELECTRICAL EQUIPMENT, INVERTERS, DISCONNECTS, MAIN SERVICE PANELS, ETC- SHALL SHEET NUMBER NOT BE INSTALLED WITHIN 3'OF THE GAS METERS' Pv_ 1 SUPPLY OR DEMAND PIPING. - --- --------- MODULE TY PE, DIMENSIONS& WEIGHT NUMBER OF MODULES = 26 MODULES MODULE TYPE = CANADIAN SOLAR CS3N-395MS (395W) MODULES MODULE WEIGHT = 49.6 LES 122,5 KG, MODULE DIMENSIONS = 76A"X 413" = 21,91 SF UNIT WEIGHT OF ARRAY = 2.26 PSF PHOTOVOLTAIC MODULES CANADIAN SOLAR CS3N-395MS (395W) 76.4" BILL OF MATERIALS EQUIPMENT QTY DESCRIPTION (RAIL '1UNIRAC SM STANDARD RAIL 168" 13 i ;DARK !SPLICE 1 06 I'BND SPLICE BAR PRO SERIES DIRK MID CLAMP 44 UNIVERSAL AF SERIES MID CLAMP -- END CLAMP UNIVERSAL AF SERIES END CLAMP ;ATTACHMENT 54 S5I PROTEABRACKET �GROUNDING LUG 04 GROUND LUG (N) JUNCTION BOX (N) 3/4" OR GREATER EMT CONDUIT RUN (7/8 INCHES ABOVE ROOF) 12'-9' (E) UTILITY METER (E) 150A MAIN SERVICE PANEL co WITH (E) 150A MAIN BREAKER (N) 60A FUSED AC DISCONNECT C) (N) ENPHASE IQ COMBINER 4 cz >_ ROOF #1 (10) CANADIAN SOLAR CS3N-395MS cz (395W) MODULES LLJ cz ROOF - 261 OF# TILT AZIMUTH - 271' R3246.2 - PROVING ARRAYS TAKE LESS THAN 33% OF TOTAL ROOF AREA -WHEN THE ARRAYS TAKE LESS THAN 33% WE CAN JUSTIFY AN 18" SETBACK ON BOTH SIDES OF THE RIDGE, WHEN IT TAKES MORE THAN 33% OF THE ROOF AREA WE MUST USE A 3SETBACKS AT THE RIDGE. TOTAL ROOF AREA: 2192,16 sqft AREA OF ARRAYS: 76,4"X 41,3" (PANEL DIMENSIONS) 76.4"X 41,3" = 21.91 sqft (PER PANEL) 21.91 "ft/panef X 26 panels = 569.71 sqft (TOTAL PANEL AREA) PERCENTAGE OF TOTAL ROOF AREA: (569.71 sqft / 2192.16 sqft)(1 00)= 2599% THE PANELS USE 25.99% OF THE TOTAL ROOF AREA — -- - - - ------------------------ - - - --,,ROOF PLAN W I T H MODULES ----------------- - - - ------------ SCALE: ----- ---- ---------- - --- ARRAY AREA & ROOF AREA CALC'S — — - --------------- - - - ROOF DESCRIPTION -------------------- - - - - ------- 4OF ROOF MODULES - ------------ ARRAY AREA (Sq. Ft.) --------- - -------------- --------- 1 ROOF ROOF i AREA AREA (Sq. Ft.) COVERED BY ARRAY I%) ROOF! -------------- ROOF TYPE — — ------------ ---- ROOF AZIMUTH TILT - CORRUGATED METAL. ROOF SEAM SPACING #1 10 I - -- -------- ------ - ------ -- — #2 16 - --------------------- -- - ----- 219-12 350,59 781,69 28,03 81 41,80 838 #2 - - --- - ------- -- --- 26' 271' 26- 91, ---------------------------- -- - - -- ------- -- --------------------------- --- --------------- - 12" O.C. -------------- ----- - - - - --------------- ----- 12" O.C. - -------------------------------- T-0" T-0" 12'-9" (E) CORRUGATED METAL ROOF (TYP.) Aor powur DEL MAR, CA 92014, USA REVISIONS DESCRIPTION DATE REV INITIAL REI,5 �0.51Q,1/2022 1 UR 1 - ----------- --------------- a o 0,3 us OF ROOF #2 CLI (16) CANADIAN SOLAR CS3N-34S MODULES (395W) (N) (54) S5! PROTEABRACKET 0 ATTACHMENTS SPACED AT 48 " O.C. a/— (N) UNIRAC SM STANDARD RAIL L1_ (E) SEAMS @ 12" O.C. (TYP.) ROOF#2 TILT - 26' 1�2IZIIIAI ITU - 21, PLUMBING VENTS, SKYLIGHTS AND MECHANICAL VENTS SHALL NOT BE COVERED, MOVED, RE-ROUTED OR RE -LOCATED, NOTE: ACTUAL ROOF CONDITIONS AND TRUSSES (OR SEAM) LOCATIONS MAY VARY. INSTALL PER MANUFACTURER(S) INSTALLATION GUIDELINES AND ENGINEERED SPANS FOR ATTACHMENTS LEGEND l u:ml - UTILITY METER FS P] - MAIN SERVICE PANEL [AC D - AC DISCONNECT 7CB - COMBINER FJ -6] - JUNCTION BOX CHIMNEY 0 VENT, ATTIC FAN (ROOF OBSTRUCTION) -ROOF ATTACHMENT -SEAMS - CONDUIT - FIRE PATHWAY 12023y Stam'ped:5/2512022 PROJECT NAME (=) F_ U) ZD co 0 6 CD Lo C:) uj i,— _j LL 6 uj ui CL LL, z C) y N UL o F— C:) CL uj Z F— N < SHEET NAME NAME ROOF PLAN WITH I MODULES SHEET SIZE ANSI B 11" X 17" m K ARRAYMODULE TYPE, DIMENSIONS & WEIGHT NUMBER OF MODULES = 26 MODULES MODULE TYPE = CANADIAN SOLAR CS3N-395MS (395W) MODULES UNIT WEIGHT OF ROOF LAYOUT MOTE ROOFSOLAR PANEL LAYOUT IS CONCEPTUAL, BUT AS PROVIDED, CONFORMS WITH THE REQUIREMENTS SET IN SHEET PV-3 CONTRACTOR MAY ADJUST PANEL LOCATION. SOLID CORNERS (4'X4') SHOWN THE PLAN IS WIND ZONE 3. SEE 2020 FLORIDA RESIDENTIAL CODE (7TH EDITION) FOR MORE DETAILS 4 FT SQUARE CORNERS ARE ZONE 3r ROOF #1 (10) CANADIAN SOLAR CS3N-395MS (395W) MODULES APPLICABLE CODE: 2020 FLORIDA BUILDING CODE 4 FT SQUARE CORNERS ARE (7TH EDITION) & ASCE 7-16 MINIMUM DESIGN ZONE 3e LOADS FOR BUILDING AND OTHER STRUCTURES. LAG SCREW DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2020 FLORIDA BUILDING CODE (7TH EDITION) ZONE 2e IS A 4 FT WIDE ZONE REQUIREMENTS ALL BOLT CAPACITIES ARE BASED ALONG THE EAVE ON A SOUTHER YELLOW PINE (SYP) RESIDENTIAL WOOD ROOF RAFTERS AS EMBEDMENT MATERIAL. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIDENTIAL ROOFS, CONSIDERING FROM A7° TO A MAXIMUM 23- (7/12 TO A MAXIMUM 7/12 PITCH) ROOF IN SCHEDULE. CONTRACTOR TO FIELD VERIFY THAT MEAN ROOF HEIGHT DOES NOT EXCEED 30'-0" aZ ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511, AND IS THE RESPONSIBILITY OF THE CONTRACTOR TO PILOT DRILL AND FILL ALL >. HOLES. cz ALL DISSIMILAR MATERIALS SHALL BE SEPARATED WITH NEOPRENE WASHERS, PADS, ETC OR SIMILAR. Lu cz ALL ALUMINUM COMPONENTS SHALL BE ANODIZED ALUMINUM 6105-T5 UNLESS OTHERWISE NOTED. ALL LAG SCREW SHALL BE ASTM A276 STAINLESS STEEL UNLESS OTHERWISE NOTED. ALL SOLAR RAILING AND MODULES SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONS. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE (7TH EDITION) OR LOCAL GOVERNING CODE. NOTE TO INSTALLER: NOTE FIELD ADJUSTMENTS CAN BE MADE TO THE LAYOUT OF THE ARRAY, PLUMBING VENTS, SKYLIGHTS AND MECHANICAL VENTS SHALL NOT BE COVERED, MOVED, RE-ROUTED OR RELOCATED. ROOF ZONING AND ATTACHMENT PLAN SCALE: q-� -- - -- r 1- r ZONE 2r IS A 4 FT WIDE ZONE ALONG THE RIDGE ZONE 2n IS A 4 FT WIDE ZONE ALONG THE RAKE N TE: ACTUAL ROOF CONDITIONS AND TRUSSES (OR SEAM) LOCATIONS MAY VARY. INSTALL PER MANUFACTURER(S) INSTALLATION GUIDELINES AND ENGINEERED SPANS FOR ATTACHMENTS PHOTOVOLTAIC MODULES DEL MAR, CA 92014, USA ROOF #2 (16) CANADIAN SOLAR CS3N-395MS (395W) MODULES CANADIAN SOLAR CS3N-395MS 7 76.4" -- y I (N) (54) S5! PROTEABRACKET ATTACHMENTS SPACED AT 48 � --- (N) UNIRAC SM STANDARD RAIL (E) SEAMS @ 12" O.C. (TYP.) REVISIONS DESCRIPTION (-.—. DATE REV INITIAL RE1-3EA� 5rtt r2Q22 11R b � � ZA r L s .. E :2/2 /2023 Starkped:512512022 C. PROJECT NAME {) a U) a- u_ N SHEET NAME ROOF ZONING AND ATTACHMENT PLAN SHEET SIZE ,ANSI 11" X 17" SHEET NUMBER .......... NOTE: ACTUAL ROOF CONDITIONS AND TRUSSES (OR SEAM) LOCATIONS MAY VARY. INSTALL PER MANUFACTURER(S) INSTALLATION GUIDELINES AND ENGINEERED SPANS FOR ATTACHMENTS Pm F om Em 150 Not- V.1— .1. —1-1 design 3—nd got, 1 w speeds il.s pev hour (.1.) st 33 160 et (le.) pt,-. ground for E.P.— C cat- 2, Listear interpolatia, betaaea contours 170 I. Permitted. 3. 1.1ads aid —st.1 steep outside the I..t s..t— shall use the last wind sqaed so.t., of thd t.1 .'se, 4. mountainous terrain, &-gao, prso� .... .. d ind 'osilli shaYl b. —i-d fs' ,vine Wind speeds correspond to approsdoately 4 7% Probability of s-don- in se years (A. —I E—ed... Probability 'we = 7w Y__). Figure 1509A Wind -Bar" Peoris Region, Category 11 and III Buildings and Structures except health care facilities SOLAR MODULE ATTACHMENT DETAIL PV-3 SCALE:NTS (N) END CLAMP PV MODULE tt LINILAKUt: Ut: I /AIL UNIRAC SM STANDARD RAIL N) S-5! PROTEA BRACKET kTTACHM ENT x" A =n METAL ROOF ENLARGE DETAIL prws, ur '..Jw DEL MAR, CA 92014, USA REVISIONS DESCRIPTION DATE INITIAL q5J 4 2022 'Pt x f rT --w !812023 �ta;�ped-.512512022 '---I!�ROJECT NAME C) U) F— CO _j 0 C'4 5 'It CD LO M N C:) W cy) c5 Z LU CL U- 1-7) LU LLJ 0-) 0 Z 04 0 0 D C.0 C\1 F- C) 0- z Uj :D N SHEET NAME ATTACHMENT DETAIL SHEET SIZE ANSI B 11" X 17" m 26) CANADIAN SOLAR CS3N-395MS (395W) MODULES 26) ENPHASE ENERGY IQ8PLUS-72-2-US MICRO -INVERTERS 02) BRANCHES OF 13 MODULES CONNECTED IN PARALLEL PER BRANCH -------- -------- - ---- - --- PHOTOVOLTAIC MODULES CANADIAN SOLAR CS3N-395MS (395W) 76,4" (E) UTILITY METER (E) 150A MAIN SERVICE PANEL WITH (E) 150A MAIN BREAKER (N) 60A FUSED AC DISCONNECT (N) ENPHASE IQ COMBINER 4 BRANCH #1 -B......... RA -NCH LAYOUT SCALE: 1/8" Off ROOF #1 (10) CANADIAN SOLAR CS3N-395MS (395W) MODULES 36" FIRE PATHWAY --------------- - - ------- -- ----- - ---- ------ - ------- lc� --- w a-,w U- cl) 'Al >36" FIRE PATHWAY ROOF#2 (16) CANADIAN SOLAR CS3N-395MS (395W) MODULES (26) ENPHASE ENERGY IQ8PLUS-72-2-US MICRO -INVERTERS I I -W powur, DEL MAR, CA 92014, USA REVISIONS DESGRIPTiON DATE INITIAL RELEASE1 05/04/2022 ek, s"'i')v-l! PROd'ECT NAME < U) (=) F_ 0 C) c) (D Lo CD LLJ >_ N Cl) CO a- 0,0 F- LL LiJ LLJ Z m C6 C) �e N U- < (o C-4 F_ F- C) 0_ UJ Z F- N < < SHEET NAME BRANCH LAYOUT SHEET SIZE ANSI B 11 " X 17" SHEET NUMBER PV-4 13 MICRO -INVERTERS IN BRANCH CIRCUIT #1 ---------- - ry < ^v --------------- --- 13 MICRO -INVERTERS IN BRANCH CIRCUIT #2 - - - - - - - - - - - - - - - - - - - - - - - - ^v -- - ------------- ---------- T -- ------------ - ---- - -------------- -- L MICRO -INVERTER TERMINATOR CAP ON LAST CABLE CONNECTOR O-CABLE (TYP) L c ELE TRICAL LINE DIAGRAM 4 SCALE: NITS - ---------- --- -------------- BILL OF MATERIALS - --------- - - - - - ----------------------------------------- - - - — ------------------------ --- ---- - V, EQUIPMENT QTY DESCRIPTION (SOLAR PV MODULE 26 CANADIAN SOLAR CS3N-395MS (395W) MODULES powu,r ------------- 'INVERTER ---- -- 26 ENPHASE ENERGY IQ8PLUS-72-2-US MICRO -INVERTERS DEL MAR, CA 92014, USA -- ---- ----------------------- -------- ---- - ------ JUNCTION BOX 1 -- - - - - -------------------- - - - - -- -- ------- ------------------------ i600V, 55A MAX, 4 INPUTS, MOUNTED ON ROOF FOR WIRE & CONDUIT TRANSITION 'COMBINER BOX i ENPHASE IQ COMBINER BOX 4 - ---- AC DISCONNECT ---------- ---- ------------ 1 --- - - --------- ---------------------- - --- -- -- - - - - - ------------------------------------ i240VAC, 60A FUSED AC DISCONNECT WITH 40A FUSES, NEMA 3R, UL LISTED -------------- - (N) ENPHASE IQ (N)JUNCTION BOX COMBINER BOX 4 IQ -GATEWAY (N) AC DISCONNECT: I - ----------- ------------ 60A FUSED, 40A/2P FUSES, 240V NEMA 3R, UL LISTED, 0A/l 5A _0 A FUSES ---- ------------ - 20A- --------- G _ - ------------- - ------------------------ --- -T- T mmj 1�4 -j (4) #10 AWG THWN-2 (2) Q-CABLE (1) #10 AWG THWN-2 GND (1) PV #6 BARE CU GND IN 314" EMT CONDUIT RUN OR (2) #10 NM-B CABLES WHERE RUN INDOORS 26 MODULES X 1-21A= 31 A6 A 31.46A X 1.25 = 39.33 A (3) #8 AWG THWN (1) #10 AWG THWN GND IN 3/4" EMT CONDUIT RUN x1mcgew1m REVISIONS DESCR-1-PTION-1 DATE ____ - - ------- ------ INITIALRELEASE1 05/04/2022 BI-DIRECTIONAL UTILITY METER 1-PHASE, 3-W, 120V/24OV, 60Hz om SERVICE INFO. UTILITY PROVIDER: DUKE ENERGY MAIN SERVICE VOLTAGE: 240V MAIN PANEL BRAND: SQUARE D MAIN SERVICE PANEL: (E) 150A I MAIN CIRCUIT BREAKER RATING: (E) 150A MAIN SERVICE LOCATION: WEST SERVICE FEED SOURCE; UNDERGROUND 3 (P-2/381202 PROJECT NAME :D CO 0 CD N U) Co CD LL w a- W z C) N C,4 o C14 F- Ljj Z M :D N < < SHEET NAME ELECTRICAL LINE DIAGRAM SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV-5 SOLAR MODULE SPECIFICATIONS — ---------- CANADIAN SOLAR CS3N-395MS (395W)! MANUFACTURER MODEL # MODULES — - ---------------- - - - -- -------------- — - vmp ------- 3TO — ----------- - - -- IMP — - - --------------- - 10681 - -------- - VOC 44.3 -------------- - ISC ----- ---- - ------- -6-- ------- -- 11.44 MODULE DIMENSION 7.4"L 41,3"W x 1.38"D (in Inch) it x- -------- - - -- ------------ -- ---------------- - - - - - - ---------------------- ---------- ---- 11 --- --------------- - INVERTER SPECIFICATIONS ____l - ------------- - - ------------ - MANUFACTURER / MODEL ENPHASE ENERGY IQ8PLUS-72-2-US! - - ----------- -- — ------------- �NOMINAL OUTPUT - - - - ----- 240 VAC:: (NOMINAL OUTPUTCURRENTVOLTAGE - - ---- ---------------------- ------ ---- ---- 1,21AI -------- - -------------------- AMBIENT TEMPERATURE SPECS --- ---------------------- - — ---------- WEATHER STATION: TAMPA INTERNATIONAL AP - --- - ---------------- - - - 'RECORD LOW TEMP - - -- - - - ---------------- -------- -v --------- - - --------- AMBIENT TEMP (HIGH TEMP 2%) 33-1 i - --------- iCONDUIT HEIGHT -- — - — - - - - - --------------- ----- - -------- --- ' 'ROOF TOP TEMP 33':: — --------------- - - -- - ------- ------ - --------- --- - - 'CONDUCTOR TEMPERATURE RATE (ON ROOF) ----- - ------------- 901, �iCONDUCTOR TEMPERATURE RATE (OFF ROOF) ---------- 75'; 'MODULE TEMPERATURE COEFFICIENT OF V. — - ------- — -- -- ------------ 2 - - ------------ - ---- ------ - - - --------- - - ---------- ------- N PERCENT OF VALUES UMBER OF CURRENT - - ------- ------- ----- - CARRYING CONDUCTORS IN EMT i �80 4_-_6 ------- ----- - --- -- ------------ .70 7-9 ---------- - - - ------ - ---------- - ------- --- - 50 10-20 --------- --------- --- - --- - - -- ------------------- -------- --- -- ------------ - ELECTRICAL NOTES EXPECTED WIRE TEMP ('C): 33' TEMP CORRECTION PER TABLE 310.15(B)(2)(a): 0.96 # OF CURRENT CARRYING CONDUCTORS: 04 CONDUIT FILL CORRECTION PER NEC 310.15(B)(3)(a): 0.8 CIRCUIT CONDUCTOR SIZE: 10 AWG CIRCUIT CONDUCTOR AMPACITY: 40A REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A&B): 1.25 X # MICRO -INVERTERS (MAX. BRANCH LENGTH) X MAX OUTPUT CURRENT 1,25 X 13 X 1.21A = 19.66A DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310,15(B)(2)(a) TEMP CORR, PER NEC TABLE 310.15(B)(2)(a) X CONDUIT FILL CORR. PER NEC 310.15(B)(3)(a) X CIRCUIT CONDUCTOR AMPACITY 0,96 X O.8 X 40 = 30,72A RESULT SHOULD BE GREATER THAN (19,66A) OTHERWISE LESS THE ENTRY FOR CIRCUIT CONDUCTOR SIZE AND AMPACITY # OF INVERTERS: 26 EXPECTED WIRE TEMP ('C): 33' TEMP CORRECTION PER TABLE 310,15(B)(2)(a): 0,94 # OF CURRENT CARRYING CONDUCTORS: 3 CONDUIT FILL PER NEC 310.15(B)(3)(a): 1 .O CIRCUIT CONDUCTOR SIZE: 8 AWG CIRCUIT CONDUCTOR AMPACITY: 50 A 1,25 X # MICRO -INVERTERS X MAX OUTPUT CURRENT 1 25 X 1,21 X 26 = 3933A DERATED AMPACITY OF CIRCUIT CONDUCTORS PER NEC TABLE 310.16: TEMP CORR. PER NEC TABLE 310,15(B)(2)(a) X CONDUIT FILL CORR. PER NEC 310,15(B)(3)(a) X CIRCUIT CONDUCTOR AMPACITY 0,94 X 1.0 X 50 = 47,OA WMENE, # OF INVERTERS: 26 EXPECTED WIRE TEMP ('C): 33' TEMP CORRECTION PER TABLE 310,15(B)(2)(a): 0.94 # OF CURRENT CARRYING CONDUCTORS: 3 CONDUIT FILL PER NEC 310.15(B)(3)(a): 1 .O CIRCUIT CONDUCTOR SIZE: 6 AWG CIRCUIT CONDUCTOR AMPACITY: 65 A 1,25 X # MICRO -INVERTERS X MAX OUTPUT CURRENT 1 25 X 1,21 X 26 = 39,33A DERATEDAMPACITY OF CIRCUIT CONDUCTORS PER NEC TABLE 310.16: TEMP CORR. PER NEC TABLE 310,15(B)(2)(a) X CONDUIT FILL CORR, PER NEC 310,15(B)(3)(a) X CIRCUIT CONDUCTOR AMPACITY 0,94 X 1.0 X 65 = 61AA 1,) ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, AND LABELED FOR ITS APPLICATION, 2,) ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90 & 75 DEGREE C WET ENVIRONMENT. 3.) WIRING, CONDUIT, AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY TO, AND LOCATED AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE, HIP, OR VALLEY. 4.) WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC 1102& 5.) DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS, CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS, SUPPORTS, FITTINGS AND ACCESSORIES TO FULFILL APPLICABLE CODES AND STANDARDS. 6.) WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS ARE NOT SPECIFIED, THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. 7.) ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE, 8.) MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. 9.) MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER E.G.0 VIA WEER LUG OR ILSCO GBL-4DBT LAY -IN LUG. 10,) THE POLARITY OF THE GROUNDED CONDUCTORS IS NEGATIVE (,o, YELE-ICT-RI-C-AL CALCULAT-1--ON SCALE NTS po% ur DEL MAR, CA 92014, USA REVISIONS DESCRIPTION DATE REi, INITIAL RELEASE05/04/2022 UR r4hc 540 7 v :XP-2 81 ;57w2b 22 gotafflimmomm SHEET NAME ELECTRICAL f�IlLrj_ SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV-6 ELECTRIC SHOCK HAZARD TERMINALS ON THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION LABEL LOCATION: A� go. IIR PANI::l 61�C m LABEL LOCATION: AC DISCONNECT NEC 690.13(B) LABEL LOCATION: RAPID SHUTDOWN (PER CODE: NEC 690.56(C)(3) LABEL -LOCATION: AC DISCONNECT & INVERTER (PER CODE: NEC690.54) 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: MAIN SERVICE DISCONNECT / UTILITY METER (PER CODE- NEC 690.13(B)) TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUTDOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY L �BEL LOCATION: AC DISCONNECT, DC DISCONNECT, POINT OF INTERCONNECTION (PER CODE: 605.11.3.1(1) & 690.56(C)(1)(a)) CAUTION POWER TO THIS BUILDING IS ALSO St IPPI IED FR AT: MAIN SERVICE PANEL & UTILITY METER, AC DISCONNECT & ENPHASE IQ COMBINER 3 (E) UTILITY METE (E) 150A MAIN SERVICE PANT WITH (E) 150A MAIN BREAKS (N) FUSED AC DISCONNE( IN'i ENPHASE IQ COMBINEF powur DEL MAR, CA 92014, USA REVISIONS ---- ------- DESCRIPT110N DATE REV INITIAL RELEASE j 05/0412022 UR 7P7 E OF" 1 E X 21�12O i `S a �e"�:512512022 PROJECT NAME U) C) _j CD C) Lo C) cy) 0 UJ U) cy) z uj CL u- T) Lli uj N C('04 0 0 T 04 (0 CN 0 :3 C) z F- uj CL N SHEET NAME WARNING LABELS SHEET SIZE ANSI B 11" X 17" m