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HomeMy WebLinkAbout20-570 i Q , City of Zephyrhills '=- pERMITnNUMBER ` 4 < � ram ° 5335 Eighth Street -_ Zephyrhills,.FL 33542 BGR-000570-2020 t Phone: (813)780-0020 7/ Fax: (813)780-0021 Issue Date: 09/01/2020 ` Permit Type: Building General (Residential) PropertyAumber Street.Address' 12 26 210010 00100 0040 5146 20Th Street Owner Information Permit Information Contractor Information ; Name: ALFRED MACDONALD Permit Type:Building General(Residential) Contractor: EFFICIENT HOME Class of Work:Electric Service Replacement/ SERVICES OF FLORIDA LLC Address: 5146 20Th St Building Valuation: ZEPHYRHILLS,FL 33542 Electrical Valuation:$42,776.00 / Phone: (813)486-6593 Mechanical Valuation: Plumbing Valuation: ` ���-, Total Valuation:$42,776.00 Jul^/) Total Fees:$380.82 �/► O i Amount Paid:$380.82 ' I Date Paid:9/1/2020 2:01:34PM I ProjectDe_scription INSTMGATION ROOF MOUNT SOLAR PHOTOVOTAIC SYSTEM W ee $253.88 Electrical Plan Review Fee $126.94 ON FE c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the m shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. n Va CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER IpN►e o e- 813-780.0020 City of Zephyrhills Permit Application Fax-813-788-0021 Building Department Data Received r Phone Contact for Permittingg FIfFr1,Crr gtl�fi: Owner's Name MACDONALD,ALFRED Owner Phono Number (813)486-6593 Owners Address 1 5146 20TH STREET,ZEPHYRHILLS,FL 33542 Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 1 5146 20TH STREET,ZEPHYRHILLS,FL 33542 LOT# SUBDIVISION I PINECREST PARCEL ID# 12-26-21-0010-00100-0040 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR eX ADDIALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE 0 SFR COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK INSTALLING A SOLAR PHOTOVOLTAIC SYSTEM BUILDING SIZE I I SO FOOTAGE HEIGHT =BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ 42776 AMP SERVICE 0 PROGRESS ENERGY = W.FiE.C- =PLUMBING $ Ae =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 'Y( `/ =GAS = ROOFING Q SPECIALTY = OTHER '! FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN LZLN Address License# ELECTRICIAN COMPANY EFFIGENTHOME SERVICES OFFLORIDA SIGNATURE REGISTERED YIN FEE CURREN I Y/N Address 161 ERNATIONAL CT N ST PETERSBURG FL 33716 License# I EC13008769 PLUMBER COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN Y/N Address F� License# MECHANICAL I COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y!N Address License# oennaK���rnnncr�txrn�r:a�rr�ae�r.�a�r.�rrr.nor.r��el�rr:�I�nra�s�Ir�nn�ar�r.a�Krr.rwl RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fomis;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwate,Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stornwater Plans w/Silt Fence Installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. Directions, Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required.(A/C upgrades over$7500) Agent(forthe contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter N 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 responsibilityfor compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:tithe 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 Black"of this application for which they will be responsible.If you,as the owner sign as the contractor,that maybe 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 recelving a'certificate of occupancy'or final power release.if the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit Issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit Issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work Is$2.500.00 or more,I certify that 1,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant Is someone other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the'owner'prior to commencement CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and Installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations In the jurisdiction.I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads,Wetland Areas and Environmentally Sensitive Lands,WaterMastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks- - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of flit - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - if the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone"A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill Will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to Inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically Included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,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 9 work authorized by the permit Is suspended or abandoned for a period of sbr(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER:YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER QR AN ATTORNEY BEFORE RECORDIN —'h3&'Q-n^0Qe"MMENCEMENT. FLORIDA JURAT(F.S.117.03) a OWNER OR AGENT CONTRACTOR SYb d mom to(or affirmed)before me this Suhscr ed anxJ sworn to(or rmed before me this 1— by Al FRED MAGDONALD by nnanFr verFc Who Ware personally known to me or hasihave produced W Is/ personally known to me or hasthave produced ideatification. as identification. Iry Public Notary Publd mission No. GG249046 mmisSion No. GG249046 DANIELLE RUTLEDGE DANIELLE RUTLEDGE 3 Name of Notary typed printed or stamped Name of Notary typed,printed or stamped MIEOtt tate of Florida utledge �� Notary Public State of Florida n GG 249048 IN Danielle N Rutledge 2022 4 r My Commission GG 249046 �a Expires 08115/2022 INSTR#2020120928 OR BK 10145 PG 971 Page 1 of 1 07/28/2020 11:49 AM Rcpt:2186690'Rec:10.00 DS:0.00 IT:0.00 Nikki AlvarezSowles,Esq.,Pasco County Clerk&Comptroller Prepared By: Efficient Home Services of Florida, LLC 9416 International Ct. St Petersburg,,Fl: 33716 Kathleen Williams Petlmt Number Parcel IDNumber 12-26-21-0010-0 100-0 40 NOTICE OF COMMENCEMENT State of Florida PASCO , County of THE UNDERSIGNED hereby plvea WOW that improvements w10'be made t0 certain real property,and In Kmm*a with Section 713.13 of the Fwda sfttules,the Wowing infatuation is provided to this NOTICE Of COMMENCEMENT. LD4S0Ipf @f propentyMaIdaatxoon): PINECREST SUBDIVISION PB 5 PG 55 LOT 4 BLOCK 1 OR 9327 PG 100 :.a)1N�/Wdies4 5146 20th street ZephVrhills, FL 33542 10enerat dna"on o(haprov.wmertft: INSTALL SOLAR PV SYSTEM &Owner ltrfortaa w or Later atTerffwilon fffM Lmn attracted forth@ Mipmarnettk 5146 20th street a)Nameandid6tesk- MACDONALDA_LFRED R_ _ —Z_ephyrhills. FL 33542 -T_ b)Name and address of fee vimple NOW*R dilereni than Owner listed above) WA c)Intered in property: 1IT! I.Contractw IMvrmation ! Daniel Yates-Efficient Home Services of Florida,LLC..9416 International Ct.N St Petersburg,FI 33716 a)Name and©ddfen: b)Telephone No- 844-778-8810 Fax No.:(opumel) WA E.Surdy(If 9pp6cable,a copy of ft payment MW is atlached a)Name and addresa: NIA b)Telephone No.: c)Amounl of Bard: I is Lender _ a)Name and address: WA --- b)Telephone No.: _. — 7.Pomm within dw Staa of Honda designated by Owner upon An series or olher documents may be served as provided by sectim. 713.13(1)(a)7,Floride Setutm . -0)Name and adNess: WA __-- b)Telephona"No.: ,-- Fax No-,(apdonal)-__-- BAin addition t@ hbneeror bar W,Oamw dnignefts NA of �'— to receive s copy tithe Iiences Notloe n provided In Secton 713.13(1)(b),Florida S kftL b)Phale Nufnber of Person or entity designated by Owner: $.EaphaBon deft of node of rarmnescamarll(the expiration date may not be betas the completion dc>nseualar and floret payment m the contractor but wEb bet yaarfrom the date of rooadinp unions different date is epeolhed) 20 WA Of THE NOTICE OF—CO — MINER ARE CONSIDERED(NIPROPER PAYMENTS UNDER CNAPIER 713,PART I,SECTION 7f3 %FLORIDA STAT=$,AND CAN RESULT IN YOUR PAYINO'TVACE FOR IMPROVEMENTS TO YOUR PROPERTY,A NOTICE OF COMMIENCERMMUST 13E RECORDED AND POSTED ON THE M SITE 13EFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN HNANCINO,CONSULT Wffk YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under permCy of pe",I deviant that I have read Coe foeydng notice of commenoement and that the fade staled Ctefein we he to the bast kna!Nedge and be8e1, �1- n of Wi rtal 1nstM6ent was acumledged before me this 24 d y d JUNE ,2020 by MACDOHALD ALESED R as H011l1E000ER-- saa' stly.ee A w.°n�ft"-Ax-'°bd) for as Mrr»dr tan) t404 of ftw—r....aa deter,uu.w.""Min raA for ofParty on behalf al whom Yr9rerrrot C} Peisonaliy lU . O Preerroed w p Notary slgnta Type of ID ran, F Notary Puw State of FWWO l Darue8eNRutkdgo y Commission GO 249W a Odf 512022 DIRECTORY OF PAGES SCOPE OF WORK P-1 39735 PV-1 PROJECT SUMMARY - THIS PROJECT INVOLVES THE INSTALLATION OF A ____ O 9 PHOTOVOLTAIC POWER SYSTEM.SOLAR PANELS WILL BE PV-2 SITE PLAN RACKED USING A PREENGINEERED RACKING SYSTEM.THE RACKED MODULES WILL BE ELECTRICALLY CONNECTED WITH EH S PV-3 SINGLE-LINE DIAGRAM DC TO AC POWER INVERTERS AND INTERCONNECTED TO THE ■ LOCAL UTILITY USING MEANS AND METHODS CONSISTENT I Efficient Home Services PV-4 SAFETY LABELS WITH THE RULES ENFORCED BY THE LOCAL UTILITY AND PERMITTING JURISDICTION. PV-5.1 ATTACHMENT PLAN 5.1 PV-5.2 ATTACHMENT PLAN 5.2 THIS DOCUMENT HAS BEEN PREPARED FOR THE PURPOSE OF LL1 PV-5.3 ATTACHMENT PLAN 5.3 €' DESCRIBING THE DESIGN OF A PROPOSED PV SYSTEM WITH ENOUGH DETAIL TO DEMONSTRATE COMPLIANCE WITH I--- PV-5.4 ATTACHMENT PLAN 5.4 APPLICABLE CODES AND REGULATIONS.THE DOCUMENT Cl) N PV-6 ATTACHMENT DETAILS 2nd Ave 2nd Ave SHALL NOT BE RELIED UPON AS A SUBSTITUTE FOR FOLLOWING MANUFACTURER INSTALLATION INSTRUCTIONS. Cl) LC) PV-7 FIRE SAFETY PLAN THE SYSTEM SHALL COMPLY WITH ALL MANUFACTURERS M LISTING AND INSTALLATION INSTRUCTIONS,AS WELL AS ALL MODULE DATASHEET APPLICABLE CODES.NOTHING IN THIS DOCUMENT SHALL BE LLl C) J DISCONNECT DATASHEET INTERPRETED IN A WAY THAT OVERRIDES THEM. �j LL X CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL O = INVERTER DATASHEET CONDITIONS,DIMENSIONS,AND DETAILS IN THIS DOCUMENT. Z MOUNTING SYSTEM DATASHEET O J w Q rtaidata z" SYSTEM DETAILS MOUNTING SYSTEM ENGINEERING LETTER '"• ' -� `` J _ NEW GRID-INTERACTIVE Q UL 2703 GROUND AND BONDING CERTIFICATION 1 PLOT DESCRIPTION PHOTOVOLTAIC SYSTEM WITH NO Liz >' ANCHOR DATASHEET PV 1 SCALE: NTS BATTERY STORAGE co DC RATING OF SYSTEM 11.52KW LU LU N PROJECT DETAILS . ..e3 AC RATING OF SYSTEM 8.64KW PROPERTY ADDRESS 5146 20TH ST,ZEPHYRHILLS,FL AC OUTPUT CURRENT 36.OA Q \� 33542 US ZONING RESIDENTIAL INVERTER(S) 36 X ENPHASE IQ7 60 2 US MODULE Q-CELLS Q.PEAK DUO BLK-G5 320 USE AND OCCUPANCY ONE-OR TWO-FAMILY DWELLING ]41 CLASSIFICATION GROUP(GROUP R3) Zehhy-1101s (1)BRANCH OF 9 IQ7 60 2-US ® H North UTILITY COMPANY PROGRESS ENERGY FLORIDA INC MICROINVERTERS RANC 1 ARRAY WIRING (11)BRANCH OF 3 IQ7-60-2-US 2 US 1MICROINVERTERS ELECTRICAL CODE 2014 NEC(NFPA 70) (1)BRANCH OF 14 IQ7-60-2-US FIRE CODE 2015 NFPA 1 MICROINVERTERS 1��, .•�\C si..O Zephyrhills 7-ophyrhsll Upper OTHER BUILDING 2017 FL BUILDING CODE West Hillsborough �;' 0 91 •'.9� CODES Skydive City/Z-Hills 9 Preserve INTERCONNECTION DETAILS = *• •* _ Zephy hills NEW SUPPLY SIDE AC CONNECTION o• sT F CONTRACTOR INFORMATION South POINT OF CONNECTION PER NEC 705.12(A) ��p'•. • ��`: COMPANY EFFICIENT HOME SERVICES UTILITY SERVICE 120/240V 14 F '�, S INSIDE PANELBOARD,PROTECTED ADDRESS 9416 INTERNATIONAL CT ST PETER, _ PALM BAY,FL 33716 LOCATION BY FUSED EATON DG222NRB,2 POLE,60A, 240VAC PROJECT PHONE NUMBER (844)505-8144 SUMMARY CONTRACTOR '•• ,.�tl # 3g Map data @2020 Goole SITE DETAILS SIGNATURE DOC ID:139735-172956-1 2 LOCALE ASHRAE EXTREME LOW 1°C(34°F) DATE:711120 PV 1 SCALE: NTS ASHRAE 2%HIGH 34°C(93°F) CREATOR: CLIMATE DATA SOURCE ST.PETERSBURG CLEAR(KSPG) REVIEWER: This item has been signed and sealed by RISK CATEGORY II REVISIONS Reyes Manuel Ruiz Donate, 88991 PE on 7/1/2020 WIND EXPOSURE B 1140 MPH ALL WORK SHALL COMPLY PLY W TH'Rl��'VAILING REVIEW DATE �. 202U using a Digital Signature. CATEGORY/SPEED CODES FLORIDA BUILDING CODE, CITY OF ZEPHYRHILL NATIONAL ELECTRIC CODE, Printed copies of this document are not considered Digitally signed by Reyes Ruiz- ANCTHECITY OF ZEPHYRHILLS PLAN EXAMINER__________ signed and sealed and the SHA authentication code Reyes Ruiz-Donate Donate ORDINANCES must be verified on any electronic copies. Date:2020.07.01 12:11:15-0400' Pv.i N GENERAL NOTES P-1 39735 EQUIPMENT LIKELY TO BE WORKED UPON WHILE 1 ENERGIZED SHALL BE INSTALLED IN LOCATIONS THAT SATISFY MINIMUM WORKING CLEARANCES PER NEC 110.26. EH S CONTRACTOR SHALL USE ONLY COMPONENTS LISTED 0 Efficient Home Services BY A NATIONALLY RECOGNIZED TESTING LABORATORY FOR THE INTENDED USE. CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL EQUIPMENT,CABLES,ADDITIONAL CONDUITS, �, y ;, 2 RACEWAYS,AND OTHER ACCESSORIES NECESSARY W 1 � � FOR A COMPLETE AND OPERATIONAL PV SYSTEM. ALL EMT CONDUIT FITTINGS SHALL BE LISTED AS N 3 4 WEATHERPROOF FITTINGS AND INSTALLED TO ENSURE > Lo A RAINTIGHT FIT,PER NEC 358.42. CCo 4 ® 5 W M C/) ® ROADWAY u; ® (N)PROPOSED ROOF-MOUNTED PHOTOVOLTAIC I- C!) 2OARRAY.312(14 )SLOPED ROOF,4 PV MODULES O J (BLACK FRAME,BLACK BACKSHEET),180°AZIMUTH Q N C (N)PROPOSED ROOF-MOUNTED PHOTOVOLTAIC O O3 ARRAY.3:12(14°)SLOPED ROOF,2 PV MODULES 0 (BLACK FRAME,BLACK BACKSHEET),180°AZIMUTH co }- 947 (6 8 10 11 (N)PROPOSED ROOF-MOUNTED PHOTOVOLTAIC = ARRAY.3:12(14°)SLOPED ROOF,17 PV MODULES 0 (BLACK FRAME,BLACK BACKSHEET),269°AZIMUTH W W 1 SITE PLAN (N)PROPOSED ROOF-MOUNTED PHOTOVOLTAIC H PV-2 SCALE: 1 =20' ARRAY.3:12(14°)SLOPED ROOF,13 PV MODULES o (BLACK FRAME,BLACK BACKSHEET),90°AZIMUTH O6 (E)MAIN SERVICE PANEL(MSP),OUTDOOR o l O7 (E)UTILITY METER,OUTDOOR (N)TRANSITION BOX(JB1),OUTDOOR,OUTPUT vti i i„,, OCIRCUIT CONDUCTORS SHALL BE RUN IN EMT vvvv NV u "i CONDUIT OVER ROOF NO CLOSER THAN 0.5"ABOVE ASP•••" • •ZO ROOF SURFACE ��`'.,••��� SF•'O,r, (N)TRANSITION BOX(JB2),OUTDOOR,OUTPUT : 8 91 CIRCUIT CONDUCTORS SHALL BE RUN IN EMT CONDUIT OVER ROOF NO CLOSER THAN 0.5"ABOVE ROOF SURFACE . S A OF (N)VISIBLE,LOCKABLE,LABELED AC DISCONNECT ';�c •.;e! RI P.•'��`�:� 10 LOCATED WITHIN 10 FT OF UTILITY METER(SW1), • • •• OUTDOOR (N)AC COMBINER(Cl),OUTDOOR,OUTPUT CIRCUIT 11 CONDUCTORS SHALL BE RUN IN EMT CONDUIT OVER ROOF NO CLOSER THAN 0.5"ABOVE ROOF SURFACE SITE PLAN DOC ID:139735-172956-1 DATE:7/1/20 CREATOR: REVIEWER: REVISIONS PV-2 PM1.36 P-139735 -; + 3 -PVMODULE MODULES GENERAL ELECTRICAL NOTES I REF. QTY. MAKE AND MODEL PMAX PTC ISC IMP VOC VMP TEMP.COEFF.OF VOC FUSE RATING MICRO- UTILITY HAS 24-HR UNRESTRICTED ACCESS TO ALL INVERTER PM1-36 36 0-CELLS Q.PEAK DUO ELK-G5 320 320W 297W 0.94A 9.47A 40.6V 33.8V -0.114V/°C(-0.28%/'C) 20A I I 1 PHOTOVOLTAIC SYSTEM COMPONENTS LOCATED AT THE AA INVERTERS I SERVICE ENTRANCE. I I I REF. QTY. MAKE AND MODEL AC VOLTAGE GROUND MAX OCPD RATING I RATED POWER I MAX OUTPUT CURRENT MAX INPUT CURRENT I MAX INPUT VOLTAGE I CEC WEIGHTED EFFICIENCY 114 IN 113 IN 19IN AQ 11-36 3s ENPHASE O7-60-2-US 240V UNGROUNDED 240W I 1.0A 15.0A 48V I 97.0% 2 MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. EH �r BRANCH BRANCH BRANCH PASS-THRU BOXES AND COMBINERS CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS . ►] I 0L _ I QS O _L Efficient Home Services - REF. QTY. MAKE AND MODEL RATED CURRENT MAX RATED VOLTAGE 3 SUNLIGHT RESISTANT PER NEC ARTICLE 300.6(C)(1)ANDJB2 1 GENERICGEN-AWB-TB-2-4XOREQUIV. 30A 240VACI600VDC ARTICLE 310.10(D). J61 1 GENERIC GEN-AWB-TB-0-0X OR EQUIV. 30A 240VAC 1600VDC Cl 1 ENPHASE IQ COMBINER+OREQUIV. 64A 240VAC CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE DISCONNECTS OCPDS 4 SUITABLE FOR USE IN WET LOCATIONS PER NEC ARTICLE J REF. QTY. MAKE AND MODEL RATED CURRENT MAX RATED VOLTAGE REF. QTY. RATED CURRENT MAX VOLTAGE 310.10(C). SWi 1 EATON DG222NRB OR EQUIV. 60A 240VAC I CB1-2 2 20A 240VAC JUNCTION BOXES CB3 1 15A 240VAC ui L, ,,-JUNCTION F1-2 2 45A 240VAG GROUNDING NOTES Cl) rJ SYSTEM SUMMARY NOTES ALL EQUIPMENT SHALL BE PROPERLY GROUNDED PER THE 2 BRANCH 1 I BRANCH 2 BRANCH 3 THE DC AND AC CONNECTORS OF THE ENPHASE IQ7-60-2-US AND ARE LISTED TO MEET REQUIREMENTS AS A DISCONNECT MEANS AS ALLOWED BY NEC 1 0 REQUIREMENTS OF NEC ARTICLES 250&690 1 3 INVERTERS PER BRANCH 14 13 9 690.15(A)AND NEC 690.17(E). L{) MAX AC CURRENT 14A 13A 9A PV MODULES SHALL BE GROUNDED TO MOUNTING RAILS Of M �ACCOMBINER MAX AC OUTPUT 3,360W 3,120W 2,160W Q MICROINVERTERBRANCHCIRCUITCONDUCTORSAREMANUFACTUREDENPHASEQCABLESLISTEDFORUSEIN20AORLESSCIRCUITSOFENPHASE1O USING MODULE LUGS OR RACKING INTEGRATED w B1 B2 B3 ARRAY STC POWER 11,520W MICROINVERTERS.THEY ARE ROHS,OIL RESISTANT,AND UV RESISTANT.THEY CONTAIN TWO 12 AWG CONDUCTORS OF TYPE THHNITHWN-2 DRY/WET AND J r OA OA 5A Cl ARRAY PTC POWER 10,692W CERTIFIED TO UL3003 AND UL 9703.THE CABLE'S DOUBLE INSULATED RATING REQUIRES NO NEUTRAL OR GROUNDED CONDUCTOR. 2 GROUNDING CLAMPS AS ALLOWED BY LOCAL JURISDICTION. LL MAX AC CURRENT 36A ALL OTHER EXPOSED METAL PARTS SHALL BE GROUNDED O Z ( q MAX AC POWER OUTPUT 8,640W 0 UNGROUNDED SYSTEM DC CONDUCTORS SHALL BE COLOR-CODED AS FOLLOWS.DC POSITIVE SHALL BE RED(OR MARKED RED)AND DC NEGATIVE SHALL BE O.. I- DERATEDACPOWEROUTPUT 8,640W BLACK(ORMARKEDBLACK) USING UL-LISTED LAY-IN LUGS. F1-2 PV SYSTEM ALL METAL ENCLOSURES,RACEWAYS,CABLES AND EXPOSED NONCURRENT-CARRYING METAL PARTS OF EQUIPMENT SHALL BE GROUNDED TO EARTH AS INSTALLER SHALL CONFIRM THAT MOUNTING SYSTEM HAS f;V L- 45A DISCONNECT REQUIRED BY NEC 250.4(8)AND PART III OF ARTICLE 250 AND EQUIPMENT GROUNDING CONDUCTORS SHALL BE SIZED ACCORDING TO NEC 690.45(A).THE BEEN EVALUATED FOR COMPLIANCE WITH UL 2703 1 LO r $W1 GROUNDING ELECTRODE SYSTEM SHALL ADHERE TO NEC 690.47 AND NEC 250.169.THE DC GROUNDING ELECTRODE SHALL BE SIZED ACCORDING TO NEC 3 "GROUNDING AND BONDING"WHEN USED WITH PROPOSED Q BOA PV MODULE. C!) I.-C) > I 5 AN ADDITIONAL ARRAY GROUNDING ELECTRODE SHALL BE INSTALLED IN ACCORDANCE WITH NEC SECTIONS 250.52 AND 250.54 UNLESS THE ARRAY STRUCTURE IS SUITABLE TO SERVEASAGROUNDINGELECTRODEASPERNECSECTION250.2,THELOADSERVEDBYTHEARYISINTEGRALWITHTHE ALL GROUNDING SYSTEM COMPONENTS SHALL BE LISTED p (200A MSP W/200A MCB) ARRAY ARRAY,OR THE PREMISE'S EXISTING WIRING ELECTRODE IS LOCATED WITHIN 6FT,AS PER NEC SECTION 690.47(D) 4 FOR THEIR PURPOSE U__I UJ IF THE EXISTING MAIN SERVICE PANEL DOES NOT HAVE A 1 ` ( IV MAX DC VOLTAGE OF PV MODULE IS EXPECTED TO BE 43.3V AT 1'C(1°C-25°C)X-0.114V/C 40.56V=43.3V). I LOADS 5 VERIFIABLE GROUNDING ELECTRODE, IT IS THE p \ PV SYSTEM DISCONNECT SHALL BE A VISIBLE KNIFE-BLADE TYPE DISCONNECT THAT IS ACCESSIBLE AND LOCKABLE BY THE UTILITY.THE DISCONNECT SHALL —}_ — D Ds 8 CONTRACTOR'S RESPONSIBILITY TO INSTALL A BE LOCATED WITHIN 10 FT OF UTILITY METER. LJ_ SUPPLEMENTAL GROUNDING ELECTRODE. MPOINT-OF-CONNECTION IS ON THE SUPPLY SIDE OF SERVICE DISCONNECT,INSIDE PANELBOARD ENCLOSURE USING UNUSED TERMINALS,TERMINALS THAT AC SYSTEM GROUNDING ELECTRODE CONDUCTOR(GEC) KWHR 2 40/120V11TY 1E,31R ARE SUITABLE FOR DOUBLE LUGGING,OR USING OTHER LOCALLY-APPROVED METHODS AND HARDWARE,IN COMPLIANCE WITH NEC 705.12(A). 6 SHALL BE A MINIMUM SIZE#8AWG WHEN INSULATED,#6AWG GEC IF BARE WIRE. CONDUCTOR AND CONDUIT SCHEDULE W/ELECTRICAL CALCULATIONS EQUIPMENT GROUNDING CONDUCTORS SHALL BE SIZED CURRENT-CARRYING TEMP.CORR. FILL CONT. MAX.CURRENT BASE DERATED TERM. AMP.@ TERM. ID TYPICAL CONDUCTOR CONDUIT/CABLE CONDUCTORS ECONDUIT OCPD EGC FACTOR FACTOR CURRENT (125%) AMP. AMP. TEMP.RATING TEMP.RATING 7 ACCORDING TO NEC ARTICLE 690.45,AND BE A MINIMUM OF 12AWGTHWN-2, N� rJi 1 1 0.75"DIA. 8AWGTHWN-z,EMT 4 20A 0.71(56°C) 0.8 14A 17 #10AWG WHEN NOT EXPOSED TO DAMAGE,AND#6AWG .5A 30A 17.04A 90°C 30A ,` P••••• Z COPPER COPPER ��.••\C �O i SHALL BE USED WHEN EXPOSED TO DAMAGE F'••,2 12 AWG THWN-2, 8 AWG THWN-2, 2 1 COPPER 0.75D 1A.EMT 4 zoA COPPER 0.71(5s°c) 0.8 13A 16.25A 30A 17.04A so°c Son GROUNDING AND BONDING CONDUCTORS,IF INSULATED, ;�;• l 3 1 znwGTHwN-z, 0.75"DIA.EMT 2 15A 8AWGTHWN-2, 0.71(56°C) 1.0 9A 11.25A 30A 21.3A s0°C 30A 8 SHALL BE COLOR CODED GREEN,OR MARKED GREEN IF = COPPER COPPER = 6AWGTHWN-2, 8AWGTHWN-2, #4AWG OR LARGER 4 1 0.75'DIA.EMT 2 N/A 0.71(56°C) 1.0 36A 45A 75A 53.25A 75°C 65A COPPER COPPER O•. ST TE F �: 5 1 8 AWG THWN-2, 0.75"DIA.EMT 2 45A X2 2 10 AWG THWN-2, 0.96(34°C) 1.0 36A 45A 55A 52.8A 75°C 50A �O•• F ••4 V COPPER COPPER �' .RR(O• '�C'�� SINGLE-LINE DIAGRAM PROJECT ID: 139735 DATE: 07/01/20 CREATED BY: SDT CHECKED BY: REVISIONS SINGLE-LINE DIAGRAM PV-3 SCALE: NTS FV-3 SW1 -DISCONNECT O EACH DISCONNECTING MEANS FOR ( 2 ) AC SOLAR DISCONNECT(SW1) ACDISCONNECT O (3W1) LABELING NOTES P-1 39735 (EATON DG222NRB) PHOTOVOLTAIC EQUIPMENT(SW1) ALL PLAQUES AND SIGNAGE REQUIRED BY 2014 NEC O O O O '( ') AND 2015 NFPA 1 WILL BE INSTALLED AS REQUIRED. I WARNING I LABELS,WARNING(S)AND MARKING SHALL COMPLY E H S ELECTRIC SHOCK HAZARD.DO NOT TOUCH MAXIMUM AC OPERATING CURRENT:36.0A WITH ANSI Z535.4,WHICH REQUIRES THAT DANGER, MSP-MAIN SERVICE PANEL TERMINALS.TERMINALS ON BOTH LINE AND PHOTOVOLTAIC AC DISCONNECT MAXIMUM AC OPERATING VOLTAGE:240V WARNING,AND CAUTION SIGNS USED THE STANDARD Efficient Home Services LOAD SIDES MAY BE ENERGIZED IN THE OPEN 2 HEADER COLORS,HEADER TEXT,AND SAFETY ALERT POSITION. SYMBOL ON EACH LABEL.THE ANSI STANDARD NEC 690.17E NEC 690.13 B NEC 090.54 REQUIRES A HEADING THAT IS AT LEAST 50%TALLER 690.17(E) ( ) THAN THE BODY TEXT,IN ACCORDANCE WITH NEC 110.21(B). ANY AC ELECTRICAL PANEL THAT IS FED BY w O4 SEE NOTE NO.4(SW1) r-'. BOTH THE UTILITY AND THE PHOTOVOLTAIC A PERMANENT PLAQUE OR DIRECTORY SHALL BE F-- SYSTEM(SW1,MSP) INSTALLED PROVIDING THE LOCATION OF THE SERVICE (/) CV 3 DISCONNECTING MEANS AND THE PHOTOVOLTAIC >_ SYSTEM DISCONNECTING MEANS IF NOT IN THE SAME (/) I LOCATION IN ACCORDANCE WITH NEC 690.56(B). C.r� • • •■ DUAL POWER SOURCE.A s WARNING !D SOURCE IS LABEL(S)WITH MARKING,"PHOTOVOLTAIC SYSTEM w M ' • EQUIPPED WITH RAPID SHUTDOWN,"SHALL BE LOCATED (n PHOTOVOLTAIC SYSTEM. 4 AT POINT-OF-INTERCONNECTION OR AT MAIN SERVICE LL DISCONNECT THE LABEL SHALL HAVE 3/8"TALL 0 NEC 690.56(C) AND IFC 605.11.1 NEC 705.12(D)(3) LETTERS AND BE REFLECTIVE WITH WHITE TEXT ON A n ~O J RED BACKGROUND C1 J_ J _ U) LC) Cn _ N U tom, ��'��• �\C E �O2 o8899 •:�,; S-o• STAT ;: .,FSS7oNA.•�N,,,,. SAFETY LABELS DOC ID:139735-172956-1 DATE:7/1/20 CREATOR: REVIEWER: REVISIONS PV-4 ROOF PROPERTIES P-139735 ROOF MATERIAL TRAPEZOIDAL METAL(1-41N) SLOPE 3/12(14.0°) MEAN ROOF HEIGHT 9.7FT EH S DECK SHEATHING 15/32"OSB ! Efficient Home Services CONSTRUCTION TRUSSES(2X4 TOP-CHORD),241N OC MODULE MECHANICAL PROPERTIES w MODEL Q-CELLS Q.PEAK DUO BLK-G5 320 RIDGE I- DIMENSIONS(AREA) 66.31N X 39.41N X 1.31N(18.1 SQ FT) CN WEIGHT 41.2LB Cl) LLO Cl) w MOUNTING SYSTEM PROPERTIES RAIL MODEL QUICK MOUNT PV QRAIL QMR-RL O ROOF TECH RT-MINI W/(5)2-3/8 IN a- p ANCHOR MODEL SCREW FASTENERS,(1)1-1/4 IN HEX CV J BOLT AND NUT,0.751N AIR GAP _ FASTENING METHOD ATTACH TO ROOF SURFACE Q ------ -------- --- ----- ------ -- = =j - O 72 0IN(ZONE 1) -------- - -------------- Cn � >- MAX.ALLOW.RAIL SPAN 48.0IN(ZONES 2 AND 3) Q a rTh MAX.MOUNT SPACING 72.0IN(ZONE 1) z w w 48.0IN(ZONES 2 AND 3) _ N to w MAX.ALLOW. 23.81N(ZONE 1) g a Q' CANTILEVER 15.81N(ZONES 2 AND 3) a LU GROUNDING AND INTEGRAL GROUNDING CERTIFIED BONDING TO UL 2703 REQUIREMENTS C! (•\, DEAD LOAD CALCULATIONS LOAD QTY LBS TOTAL LBS ,``��P•• L RUiZ � C MODULES 4 41.2 164.9 a •••-�� SF••02 ' No 8 91 •'�m MICROINVERTERS 4 1.1 4.3 _ LINEAR FEET OF RAIL 27 FT 0.5 13.5 a••. STA F :•� ANCHORS 8 0.5 4.4 :PO,� •. F� R` ���: MISC.HARDWARE 5.3 5.3 "'s • C5 ittutt'�� TOTAL ARRAY WEIGHT 192.5 LBS ------- -------------- ---- ------------------------------ -------- ------ ---- -_____________________ AREA NAME QTY SQFT TOTAL SQFT MODULES 4 18.1 72.4 EAVE ATTAC H M E N T POINT LOAD(192.5 LBS/8 ATTACHMENTS) 24.1 LBS PLAN DIST.LOAD(192.5 LBS/72.4 SQFT) 2.66 PSF DOC ID:139735-172956-1 WIND ZONE I WIND ZONE II WIND ZONE III DATE:7/1/20 NOTES CREATOR: TRUSS LOCATIONS ARE APPROXIMATE.ACTUAL DISTANCE a IS EQUAL TO 10%OF THE BUILDING'S LEAST HORIZONTAL DIMENSION OR 40%OF THE MEAN ROOF HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF THE LEAST HORIZONTAL DIMENSION OR 3 FEET(ACSE 7- REVIEWER: 1 I LOCATIONS MAY DIFFER AND CONTRACTOR MAY NEED 10).THESE SETBACKS ARE APPLIED TO THE BUILDING FOOTPRINT AND PROJECTED TO THE PLANES OF ROOF CORNERS,RAKES,HIPS,EAVES,MANSARDS,AND RIDGES OF ROOF FACES. TO ADJUST MOUNT LOCATIONS.IN NO CASE SHALL THE a=MAX(MIN(0.4*MEAN ROOF HEIGHT,0.1*LEAST HORIZONTAL DIMENSION), 0.04*LEAST HORIZONTAL DIMENSION,3 FT) REVISIONS MOUNT SPACING EXCEED"MAX.MOUNT SPACING" 3.9 FT=MAX(MIN(0.4*9.7 FT,0.1*56.7 FT), 0.04*56.7 FT,3 FT) 1 ATTACHMENT PLAN (ORTHOGONAL PROJECTION PV-5.1 SCALE: 3/8" = 1' PV-5. 1 ROOF PROPERTIES P-1 39735 ROOF MATERIAL TRAPEZOIDAL METAL(1-41N) SLOPE 3/12(14.0°) MEAN ROOF HEIGHT 11.3FT , EH S DECK SHEATHING 15/32"OSB ■ Efficient Home Services CONSTRUCTION TRUSSES(2X4 TOP-CHORD),241N OC RIDGE MODULE MECHANICAL PROPERTIES Ui MODEL Q-CELLS Q.PEAK DUO BLK-G5 320 \\\\ F- DIMENSIONS(AREA) 66.31N X 39.4IN X 1.31N(18.1 SOFT) \\ fV WEIGHT 41.2LB \ Cl) LL0� Of M MOUNTING SYSTEM PROPERTIES \\ w C) RAIL MODEL QUICK MOUNT PV QRAIL QMR-RL \ 0 Z \------------------------------ - --- C F- U) ROOF TECH RT-MINI W/(5)2-3/8 IN \\ _ O J ANCHOR MODEL SCREW FASTENERS,(1)1-1/4 IN HEX \ ,,, N BOLT AND NUT,0.751N AIR GAP Lys\ a Q Cfl FASTENING METHOD ATTACH TO ROOF SURFACE <::i-\\ O > \c----------------------- -------- --- -------------- C/) LOS MAX.ALLOW.RAIL SPAN 72.01N(ZONE 1) \ 48.01N(ZONES 2 AND 3) � W MAX.MOUNT SPACING 72.01N(ZONE 1)48.0IN(ZONES 2 AND 3) \\ N MAX.ALLOW. 23.81N(ZONE 1) \ CANTILEVER 15.81N(ZONES 2 AND 3) GROUNDING AND INTEGRAL GROUNDING CERTIFIED \ 0 C' BONDING TO UL 2703 REQUIREMENTS \\ 0 CN AVE DEAD LOAD CALCULATIONS \---W--------------- ---- -- -- ----- ttttt,,, LOAD QTY LBS TOTAL LBS �� P • EL RU ,� �•' C S ••.O MODULES 2 41.2 82.5 ,�� F •' . MICROINVERTERS 2 1.1 2.2 WIND ZONE I WIND ZONE II ❑ WIND ZONE III LINEAR FEET OF RAIL 14 FT 0.5 6.9 OF ANCHORS 6 0.5 3.3 DISTANCE a IS EQUAL TO 10%OF THE BUILDING'S LEAST HORIZONTAL DIMENSION OR 40%OF THE MEAN ROOF HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF THE LEAST HORIZONTAL DIMENSION OR 3 FEET(ACSE 7- �iO� O R OP,•'���� MISC.HARDWARE 3.6 3.6 10).THESE SETBACKS ARE APPLIED TO THE BUILDING FOOTPRINT AND PROJECTED TO THE PLANES OF ROOF CORNERS,RAKES,HIPS,EAVES,MANSARDS,AND RIDGES OF ROOF FACES. "/,SS •IVAI c o TOTAL ARRAY WEIGHT 98.4 LBS a=MAX(MIN(0.4*MEAN ROOF HEIGHT,0.1*LEAST HORIZONTAL DIMENSION), 0.04*LEAST HORIZONTAL DIMENSION,3 FT) I''''t''�� AREA NAME QTY SQFT TOTAL SQFT 4.5 FT=MAX(MIN(0.4*11.3 FT,0.1*56.7 FT), 0.04*56.7 FT,3 FT) MODULES 2 18.1 36.2 ATTACHMENT POINT LOAD(98.4 LBS/6 ATTACHMENTS) 16.4 LBS 1 ATTACHMENT PLAN (ORTHOGONAL PROJECTION PLAN DIST.LOAD(98.4 LBS/36.2 SQFT) 2.72 PSF PV-5.2 SCALE:3/8" = 1' DOC ID:139735-172956-1 DATE:7/1/20 NOTES CREATOR: TRUSS LOCATIONS ARE APPROXIMATE.ACTUAL REVIEWER: 1 LOCATIONS MAY DIFFER AND CONTRACTOR MAY NEED TO ADJUST MOUNT LOCATIONS.IN NO CASE SHALL THE REVISIONS MOUNT SPACING EXCEED"MAX.MOUNT SPACING" PV-5.2 ROOF PROPERTIES P-139735 ROOF MATERIAL TRAPEZOIDAL METAL(1-41N) Z SLOPE 3/12(14.0°) MEAN ROOF HEIGHT 11.7FT RIDGE EH S ................. �.. n.... .m.... . .. .. .... ........ , DECK SHEATHING 15/32"OSB �mm Efficient Home Services CONSTRUCTION TRUSSES(2X4 TOP CHORD),241N OC . ...- -.... .. MODULE MECHANICAL PROPERTIES MODEL Q-CELLS Q.PEAK DUO BLK-G5 320 w DIMENSIONS(AREA) 66.31N X 39.4IN X 1.31N(18.1 SQ FT) < N WEIGHT41.2LB .......................................................................................... ........... .. (/) M _..... ........... ........... ............ ........... ........... ........... W Co MOUNTING SYSTEM PROPERTIES RAIL MODEL QUICK MOUNT PV QRAIL QMR-RL EAVE Y 0 ROOFTECH RT-MINI W/(5)2-3/8 IN .................I................,............_................................... ,._,..W ............... .,. , .. ... H V) ANCHOR MODEL SCREW FASTENERS,(1)1-1/4 IN HEX EAVE O J BOLT AND NUT,0.751N AIR GAP FASTENING METHOD ATTACH TO ROOF SURFACE Q _ MAX.ALLOW.RAIL SPAN 72.0IN(ZONE 1) WIND ZONE I WIND ZONE II WIND ZONE III U) Lf)) _ 48.0IN(ZONES 2 AND 3) MAX.MOUNT SPACING 72.0IN(ZONE 1) o 0- 48.0IN(ZONES 2 AND 3) DISTANCE a IS EQUAL TO 10%OF THE BUILDING'S LEAST HORIZONTAL DIMENSION OR 40%OF THE MEAN ROOF HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF THE LEAST HORIZONTAL DIMENSION OR 3 FEET(ACSE 7- w IV 10).THESE SETBACKS ARE APPLIED TO THE BUILDING FOOTPRINT AND PROJECTED TO THE PLANES OF ROOF CORNERS,RAKES,HIPS,EAVES,MANSARDS,AND RIDGES OF ROOF FACES. E— MAX.ALLOW. 15.81N(ZONE 1) a=MAX(MIN(0.4*MEAN ROOF HEIGHT,0.1*LEAST HORIZONTAL DIMENSION 0.04*LEAST HORIZONTAL DIMENSION,3 FT) 0 CANTILEVER 15.81N(ZONES 2 AND 3) ), GROUNDING AND INTEGRAL GROUNDING CERTIFIED 4.7 FT=MAX(MIN(0.4*11.7 FT,0.1*56.7 FT), 0.04*56.7 FT,3 FT) BONDING TO UL 2703 REQUIREMENTS 1 ATTACHMENT PLAN (ORTHOGONAL PROJECTION) DEAD LOAD CALCULATIONS PV-5.3 SCALE: 1/8" = 1' III Ig LOAD QTY LBS TOTAL LBS '��PN. • R(��Zo,��� MODULES 17 41.2 700.8 ��c`�,•''��G F''•�2 ,:: N1 '•9�. •m=MICROINVERTERS 17 1.1 18.4 LINEAR FEET OF RAIL 115 FT 0.5 57.5 = o . ST ANCHORS 29 0.5 15.9 '• � R� •MISC.HARDWARE 19.6 19.6 ," ••. AL• TOTAL ARRAY WEIGHT 812.3 LBS '',S/Oi, A-E,�.�� AREA NAME QTY SQFT TOTAL SOFT MODULES 17 18.1 307.7 ATTACHMENT POINT LOAD(812.3 LBS/29 ATTACHMENTS) 28.0 LBS PLAN DIST.LOAD(812.3 LBS/307.7 SOFT) 2.64 PSF DOC ID:139735-172956-1 DATE:7/1/20 NOTES CREATOR: TRUSS LOCATIONS ARE APPROXIMATE.ACTUAL REVIEWER: 1 LOCATIONS MAY DIFFER AND CONTRACTOR MAY NEED REVISIONS TO ADJUST MOUNT LOCATIONS.IN NO CASE SHALL THE MOUNT SPACING EXCEED"MAX.MOUNT SPACING" PV-5.3 ROOF PROPERTIES P-1 39735 ROOF MATERIAL TRAPEZOIDAL METAL(1-41N) Z SLOPE 3/12(14.0°) MEAN ROOF HEIGHT 12FT RIDGE ...... .... ........ ......................... ........................-.n..,.... DECK SHEATHING 15/32"OSB Efficient Home Services CONSTRUCTION TRUSSES(2X4 TOP-CHORD),241N OC 1:=......... ........... ........................ ........... ............ ........... ................................................................ ........... ....... ..... ..............MODULE MECHANICAL PROPERTIES W MODEL Q-CELLS Q.PEAK DUO BLK-G5 320 Y , I- DIMENSIONS(AREA) 66.31N X 39AIN X 1.31N(18.1 SQ FT) :..:. � 9 `. ...........................................,• ....,41.2LB <WEIGHT JQ ��. MOUNTING SYSTEM PROPERTIES W H RAIL MODEL QUICK MOUNT PV QRAIL QMR-RL EAVE EAVE 0 ROOF TECH RT-MINI W/(5)2-3/8 IN O J ANCHOR MODEL SCREW FASTENERS,(1)1-1/4 IN HEX CV J BOLT AND NUT,0.751N AIR GAP P1 WIND ZONE I WIND ZONE 11 P1 WIND ZONE III J FASTENING METHOD ATTACH TO ROOF SURFACE 72.01N(ZONE 1) O > MAX.ALLOW.RAIL SPAN 48.01N(ZONES 2 AND 3) DISTANCE a IS EQUAL TO 10%OF THE BUILDING'S LEAST HORIZONTAL DIMENSION OR 40%OF THE MEAN ROOF HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF THE LEAST HORIZONTAL DIMENSION OR 3 FEET(ACSE 7- [n = 10).THESE SETBACKS ARE APPLIED TO THE BUILDING FOOTPRINT AND PROJECTED TO THE PLANES OF ROOF CORNERS,RAKES,HIPS,EAVES,MANSARDS,AND RIDGES OF ROOF FACES. 72.0IN(ZONE 1) 0 a- MAX.MOUNT SPACING a=MAX(MIN(0.4*MEAN ROOF HEIGHT,0.1*LEAST HORIZONTAL DIMENSION), 0.04*LEAST HORIZONTAL DIMENSION,3 FT) �u W 48.81N(ZONES 2 AND 3) N 4.8 FT=MAX(MIN(0.4*12.0 FT,0.1*56.7 FT), 0.04*56.7 FT,3 FT) MAX.ALLOW. 15.81N(ZONE 1) Q CANTILEVER 15.81N(ZONES 2 AND 3) GROUNDING AND INTEGRAL GROUNDING CERTIFIED 1 ATTACHMENT PLAN (ORTHOGONAL PROJECTION f� BONDING TO UL 2703 REQUIREMENTS V-5.4 SCALE: 1/8"= 1' DEAD LOAD CALCULATIONS LOAD QTY LBS TOTAL LBS '.``P EL R1 h1 5 ' C ..SF•�• ' MODULES 13 41.2 535.9 • v • f�> 991 'MICROINVERTERS 13 1.1 14.0 *• `( \ • LINEAR FEET OF RAIL 89 FT 0.5 44.5 = : o ANCHORS +35 0.5 19.2MISC.HARDWARE21.9 21.9 ee'$:7ONAL TOTAL ARRAY WEIGHT 635.6 LBS t,,�� AREA NAME QTY SQFT TOTAL SQFT MODULES 13 18.1 235.3 ATTACHMENT POINT LOAD(635.6 LBS/35 ATTACHMENTS) 18.2 LBS PLAN DIST.LOAD(635.6 LBS/235.3 SQFT) 2.7 PSF DOC ID:139735-172956-1 DATE:7/1/20 NOTES CREATOR: TRUSS LOCATIONS ARE APPROXIMATE.ACTUAL REVIEWER: 1 LOCATIONS MAY DIFFER AND CONTRACTOR MAY NEED TO ADJUST MOUNT LOCATIONS.IN NO CASE SHALL THE REVISIONS MOUNT SPACING EXCEED"MAX.MOUNT SPACING" PV-5.4 MOUNTING SYSTEM NOTES P-139735 j FLASHING SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURERS'INSTRUCTIONS. IF THERE IS ANY CONFLICT BETWEEN WHAT IS DEPICTED HERE AND INSTRUCTIONS EHS CLAMPING ZONE 2 PROVIDED BY A MANUFACTURER,THE MANUFACTURER'S INSTRUCTIONS SHALL Efficient Home Services SUPERCEDE. • ROOF FRAMING QMPV UNIVERSAL MID CLAM PV MODULE _�1 PV MODULE C) LJJ ` C ! ��QMPV QRAIL LIGHT PV 6 / x QMPV L-FOOT O H U) ROOF TECH RT-MINI '` / �� \�-APPLY ROOF ON (INSTALL AS PER SEALANT TOTHE MANUFACTURER'S TOP&EACH SIDE Q _ B INSTALLATION MANUAL) OF THE BRACKET O �/� PV-6 TRAPEZOIDAL / ROOF DECKING U) _ METAL ROOFING ROOF - UNDERLAYMENT W U J STAINLESS WOOD SCREWS _ ROOF FRAMING 0_ EMBEDDED INTO ROOF DECKING O RACKING ELEVATION (TRANSVERSE VIEW) ATTACHMENT DETAIL (TRANSVERSE VIEW) PPP SCALE: NTS PV-6 SCALE: NTS :' No 91 PV MODULE = - '. • STS F �•��� QMPV UNIVERSAL PV-6 QMPV UNIVERSAL MID CLAMP PV MODULE V \ QMPV QRAIL LIGHT END CLAMP , QMPV L-FOOT �, �� ��'�SS/ NAL ���•• QMPV QRAIL LIGHT t A, TRAPEZOIDAL ROOF TECH RT-MINI 5"MAX.TO METAL ROOFING;' TOP OF RAIL (INSTALL AS PER , ATTACHMENT MANUFACTURER'SI2I N DETAILS INSTALLATION MANUAL) - - L / TRAPEZOIDAL APPLY ROOF SEALANT DOC ID:139735-172956-1 ROOF DECKING / TO THE TOP&SIDES / ROOF FRAMING METAL ROOFING DATE:7/1/20 ROOFUNDERLAYMENT � / OF THE BRACKET ROOF DECKING CREATOR: - - ROOF FRAMING SPACING - ATTACHMENT SPAN ROOF FRAMING STAINLESS WOOD SCREWS REVIEWER: EMBEDDED INTO ROOF DECKING REVISIONS ( B \ RACKING ELEVATION (LONGITUDINAL VIEWS ATTACHMENT DETAIL (LONGITUDINAL VIEW) PV-6 SCALE: NTS P\ V-6/ SCALE: NTS PV-6 GENERAL NOTES P-1 39735 N 4 3 3 2 5 1 1 ROOF ACCESS POINTS SHALL BE DEFINED AS AREAS WHERE FIRE DEPARTMENT LADDERS ARE NOT PLACED OVER OPENINGS(WINDOWS OR DOORS),ARE LOCATED AT STRONG POINTS OF BUILDING CONSTRUCTION,AND EH C� ARE IN LOCATIONS WHERE THEY WILL NOT CONFLICT , S WITH OVERHEAD OBSTRUCTIONS(TREE LIMBS,WIRES, I Eefcient Home Services OR SIGNS).(NFPA 111.12.2.2.1.3) 6 PHOTOVOLTAIC MODULES SHALL BE LOCATED IN A MANNER THAT PROVIDES TWO 3 FT WIDE ACCESS 2 PATHWAYS FROM THE EAVE TO THE RIDGE ON EACH 2 - KIs 2 ROOF SLOPE WHERE THE MODULES ARE LOCATED. W (NFPA 1 11.10.2.2.2.1.2) I- E I II 4 PHOTOVOLTAIC MODULES SHALL BE LOCATED NO CN CLOSER THAN 1-1/2 FEET TO A HIP OR VALLEY IF LL MODULES ARE TO BE PLACED ON BOTH SIDES OF THE > ® 8 6 1 HIP OR VALLEY.WHERE MODULES ARE LOCATED ON ONLY ONE SIDE OF A HIP OR VALLEY OF EQUAL LENGTH, ® THE PHOTOVOLTAIC MODULES SHALL BE ALLOWED TO (J) 1 5 BE PLACED DIRECTLY ADJACENT TO THE HIP OR ® VALLEY.(NFPA 1 11.10.2.2.2.1.3) 0 6 1 ^ PHOTOVOLTAIC MODULES SHALL BE LOCATED NO LESS O _J `t THAN 3 FT BELOW THE RIDGE.(NFPA 1 11.10.2.2.2.2) Of CN J_ 1 3 Z J 4 5 1 tO ROOF ACCESS POINT O LO _ C3.0 FT.WIDE SMOKE-VENTILATION SETBACK,PER NFPA 0 FIRE SAFETY PLAN 111.10.2.2.2.2 W W FT.WIDE FIRE ACCESS PATHWAY,PER NFPA 1 I- 1.5 N (:D SCALE: 1"=20' O 11.10.2.2.2.1.3 AND NFPA 111.10.2.2.2.1.2 O 3.0 FT.WIDE FIRE ACCESS PATHWAY,PER NFPA 1 11.10.2.2.2.1.2 Of O3.0 FT.WIDE FIRE ACCESS PATHWAY,PER NFPA 1 11.10.2.2.2.1.3 AND NFPA 111.10.2.2.2.1.2 PV MODULES INSTALLED ON ROOF WITH QUICK MOUNT PVUNTING SYS O6 IS UL 17103 CASSIA FIRE RA ED ON A�12 SLOPED TEM ``� PN••.LtR��2o���' ROOF WHEN INSTALLED WITH TYPE 1 OR 2 MODULES. cc`'.•'�,�CE F••��'� THE Q-CELLS Q.PEAK DUO BLK-G5 320 IS TYPE 1. ;� ' 1 ••.��; 7O ROADWAY • 8O 0.5 FT.WIDE FIRE ACCESS PATHWAY °•• S :•�� PV MODULES INSTALLED ON ROOF WITH IRONRIDGE ;IFS•• 'ORI P•G��; ROOF MOUNTING SYSTEM.THE MOUNTING SYSTEM IS ''i � NAL O UL 1703 CLASS A FIRE RATED ON A 3/12 SLOPED ROOF 1 h h i l WHEN INSTALLED WITH TYPE 1 OR 2 MODULES.THE Q-CELLS Q.PEAK DUO BLK-G5 320 IS TYPE 1. TOTAL PLAN VIEW ARRAY AREA IS 644.6 SQ.FT,WHICH FIRE SAFETY 10 REPRESENTS 22.0%OF TOTAL PLAN VIEW ROOF AREA PLAN (2927.3 SQ.FT) THIS SYSTEM UTILIZES MICROINVERTERS.THERE ARE DOC ID:139735-172956-1 11 NO DC CIRCUITS OUTSIDE OF THE ARRAY PERIMETER DATE:7/1/20 OR INSIDE THE BUILDING. CABLES,WHEN RUN BETWEEN ARRAYS,SHALL BE CREATOR: 12 ENCLOSED IN CONDUIT. REVIEWER: REVISIONS PV-7 1 A/ QRailTM— Fully Integrated Mounting and Racking System Fast, Simple Installation : It Just Clicks The QRail Series is a strong and versatile solar array mounting system that provides unrivaled benefits to solar QClick Technology" designers and installers.Combined with Quick Mount PV's industry-leading waterproof mounts,QRail offers a The universal mid and end clamps use patented QClick complete racking solution for mounting solar modules on any roof. technology to simply"click" into the rail channel and remain upright, ready to accept the module.The tt Easily design array configurations with the QDesign software pre-assembled clamps fit virtually all module frames and require no extra hardware,eliminating pre-loading and Generate complete engineering reports and calculate q installation time. precise bill of materials for all the mounting, racking and �'--" - `�� � UNIVERSAL END CLAMP UNIVERSAL BONDED MID CLAMP accessories needed for a complete solar array. ` �;.•��E NS •.�p ' 2 3 ` F •.29�i 2 clamps for modules from 2 clamps for modules from • No 88991 •.rn i 30 45mm or38 SOmm thick 30-45mm or38 50mm thick - A -o: STATE OF 0�;•• ,c�O O p•;���: Installing is as easy as 1-2-3 click! Comprehensive, One-Source Solution -,,FSs�....R...�N�, Technology `QRail,together with Quick Mount PV's waterproof mounting products, provides the benefit of a single-source ONA'+���` seamlessly integrated rooftop installation that works with all roof types—composition/asphalt shingles, QRail's innovative internal QSplice installs in seconds, requiring no flat or curved tile, metal shingle,shake,slate and low slope roofs.The QRail system also works with any roof tools or screws.Simply insert QSplice into the rail and slide the other w rail on to create a fully structural, bonded splice.An external splice is - QSPLICE attachment system for maximum flexibility. also available. 1 2 3 Superior Strength and Versatility QRail is engineered for optimal structural performance.The system is certified to UL 2703,fully code compliant and backed by a 25-year HEAVY Installs in seconds—no toolsorhardwarerequired warranty.QRail is available in Light,Standard and Heavy versions to STANDARD Fu Inte rated Electrical Bonding all geographic locations.QRail is compatible with virtually all u y g LIGHT modules and works on a wide range of pitched roof surfaces. Modules QRails come in two lengths— The QRail system provides an integrated electrical bonding path,ensuring that all exposed metal parts and can be mounted in portrait or landscape orientation in standard or 168 inches(14 ft)and 208 inches(17.3 ft) the solar module frames are electrically connected.All electrical bonds are created when the components are shared-rail configurations. Mill and Block Finish installed and tightened down. U! • r • • t • • ii. Engineered to ASTM D 1761 (Standard Test Methods for Mechanical Fasteners in Wood) Components Dimensions in (mm) RT2-00-MINIBK -- ° 0 31/2 (90) PAT:PENDING o 0 2 (50) MINI base : 20 ea. Rafter installation Screw : 40 ea. } Extra RT-Butyl : 10 ea. RT-Butyl is Roof Tech's flexible flashing used in 550,000 residential PV systems for the last 20 years. It is the first PV mounting system with Flexible Flashing certified by the ICC. Metal Flashing Retrofit Flexible Flashing Deck installation Shedding water? 100% Waterproof ICC ESR-3575 ASTM2140 testing UV testing (7500 hrs.) P.E. Stamped Letters available at www.roof-tech.us/support Page is too large to OCR.