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HomeMy WebLinkAbout20-62 D nip City of Zephyrhills ,_P.:ERMIT`NUMBER 5335 Eighth Street - .f Zephyrhills, FL 33542 BGR-000062-2020 " Phone: (813)780-0020 1 ,. Fax: (813)780-0021 Issue Date: o5/18/2020 Permit Type: Building General (Residential) j Property Number Street Address I 4 03 26 21 0180 00000 0760 37120 Cullens Trail Owner Information Permit Information Contractor Information Name: RONALD&SUSAN COPPLE&ALTI Permit Type:Building General(Residential) Contractor: SOLAR ENERGY WORLD Class of Work:Electric Service Replacement/ LLC Address: 37120 Cullens Trl Building Valuation: Contractor: SOLAR ENERGY WORLD ZEPHYRHILLS,FL 33542 Electrical Valuation:$25,000.00 LLC Phone: (618)267-1011 Mechanical Valuation: I Plumbing Valuation: Total Valuation:$25,000.00 \ Total Fees:$247.50 Amount Paid:$"0 Date Paid:S- f -2-0 VV�� I Project Description INSTALLATION ROOF MOUNT SOLAR PANEL Application Fees (- Electrical Permit Fee $165.00 Electrical Plan Review Fee $82.50 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. "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. CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER I 813-780.0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received — ■ `_ Phor a Con tact_for Perm at an `1 . 81 3 . 535 -7714 Owners Name Ronald COpple, Owner Phone Number 618-2671011 37 120 lle -ail,Z Cuns Tr e h rs, 3 Owners Addressp y hill FL . 3542 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 37120 Cullens Trail,Zephyrhills,,IF 33542 LOT# 176 . . SUBDIVISION Step hen's Glen AtSiNerOaksPhase Th.e PARCEL ID# 03-26- (OBTAINED F 21-0180-00000-0760 .. ROM WORK PROPOSED NEW CONSTR ADD/ALT = SIGN =PROPERTY TA%NOTICE)DEMOLISH INSTALL REPAIR PROPOSED USE SFR = COMM OTHER Roof Mounted Solar TYPE OF CONSTRUCTION BLOCK ❑ FRAME _ STEEL . DESCRIPTION OF WORK Install 35 roof mounted solarpanels,35 micro inverters;one 50amp lineside tap(10.65 Kw) BUILDING SIZE SO FOOTAGE HEIGHT -t CCS'C S-CTtt-ST SS�CS- _ BUILDING $25000. VALUATION OF TOTAL CONSTRUCTION ' ELECTRICAL $_ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION FINISH SPECIALTY OTHER FINISHED FLOOR ELEVATIONS GAS ROOFING ❑ FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED -Y-/'N- FEE CURREN, . Address ELECTRICIAN COMPANY Solar Energy World, LLC SIGNATURE C REGISTERED Y/N FEE CURREN. Y/N Address 201 Kelsey Ln.Suite C,Tampa FL 33619 License# I EC13009329. PLUMBER COMPANY SIGNATURE REGISTERED. `Y%N FEE CURREN ' Y/N. Address License# MECHANICAL COMPANY SIGNATURE - REGISTERED Y/N 'FEECURREN" .Y/N - Address License# OTHER COMPANY Solar Energy.World,, LLC . SIGNATURE .REGISTERED Y/N FEE CURREN. I Y/N Address 201 Kelsey Ln.Suite C,Tampa FL 33619 License# I CVC57091 [1.1[[!1[!! llllt[lll[![[.[['["[[[[[![[[llll[l[['l[[[![ i!!!1['[1'lE[![ [at[it RESIDENTIAL "Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, ' Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Storrnwater 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.(AIC upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City.of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section a1727-847-8009. 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 bean indication that he is not properly 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 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 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'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,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. understand that the following restrictions apply to the use of fill: 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 inFlood Zone "Kin connection with a permitted building usirig 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.]am the AGENT FOR THE OWNER,I promise in good falth 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 period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER:YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, FLORIDAJURAT(F.S.117.03) ' OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this - S1Subsc'b d a�ndy om to(or a ed ore me this J'JJV Who Were personally known to me or has/have produced Who islare personally known to me or has/have produced as identification. t w r i&411Qe- as Identification. Notary Public Notary Public Commission No. Commission No.O&CM65 pq M1�-I i rQ 14yid y,=2-e Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped a"'% ALICE ANDRADE Ua4;:Notary Public-State.of Florida • Commission #GG 945509 My Commission Expires January 08, 2024 JAMES A. CLANCY PROFESSIONAL ENGINEER 601 ASBURY AVENUE NATIONAL PARK, NJ 08063 (856) 358-1125 FAX: (856) 358-1511 Construction Code Office Date: April 29,2020 Re: Structural Roof Certification Subj: Copple Residence,37120 Cullens Trail,Zephyrhills,FL 33542 We have provided a review of the house roof construction of the above named property in regards to verifying the capacity of the existing roof for installation of a new Solar Panel Array. We have found the residence to be of wood frame construction bearing walls with a truss framed roof system. The roof is of 2x4 @ 24" o.c. truss and is sheathed with 1/2" ext-ply sheathing and a single layer of asphalt shingle roofing. The wood framed roof structure bears directly upon the framed exterior wall system. The wood framed roof structure bears directly upon the framed exterior wall system. The existing members meet FRC- 2017 and IRC-2017 design span ratings with sufficient capacity to carry the 4#/sf additional load imposed by the proposed solar array per the details below. Per FL stature 377.705 (revised 7/1/2017)I, James A Clancy PE#64848 licensed pursuant to chapter 471, certify that the PV electrical system and electrical components are designed using the standards contained in the most recent version of the Florida Building Code. Installation of solar rack systems shall be as follows: Each panel row shall be supported upon 2 mounting rails. Rails shall be screw anchored through roof and directly to rafters or purlins below. Rail attachment points to rafters shall be staggered each row with exception to the first fastener row from the gable end which is attached to two adjacent rafters/trusses with Stainless Steel fasteners. Rail attachment to roof shall be fastened 24"o.c. at corners and 48"o.c.through the field. Rails are to be placed at 24-48"o.c.on the roof. Solar panel mounting systems installed parallel to the plane of a roof shall be no more than 12"above the roof when measured perpendicular to the roof surface. When installed per the above specifications the system shall meet the required 137 MPH wind load and 0 PSF ground snow load requirements. Should you have any further questions or comments please feelrfree to contact our office. r lip► Respectfully, James A.Clancy SF Professional Engineer ^S K. A l FL License#64848 T�^^, 4: a� fancy .f \ STATE-OF �\ , i FCORIV ''G'N Contractor Authorization Letter State License: O-.Z1? )(A Zj7q Qualifier's Name:T:�)�rw as 1y- Business Name: <—'n Address: ZD� Vc-A A j LAI. S A4P l i G- Mf,l Q_ Business Phone: q- I authorize the following individuals to sign for and obtain permits: y-V--4 ,-I- M,'►Ra(cA ,I Daua,1 1 a-u l o r V'wcen-4 f c-cow, 7� � J 1Sk �L Signature of Qualifier:( Date: State of Florida County of Hillsborough Sworn and subscribed before me this day "4P�% AL10E ANDRADE*/' -'�KS a Notary Public-State of Florida Commission M GG 845508 RWMy Commission Expires January 08, 2024 Notary Public State of Florida My Commission Expires �MkAacj) Va-Z�— Contractor Authorization Letter State License: l ,VUET7 o Q Qualifier's Name: le ,C)OV Business Name: C ,YIP�C�II O( I LLCM Address: 2n I ,kii a rn pa=F _ j i'Q Business Phone: & ';, �—_T? I authorize the following individuals to sign for and obtain permits: Signature of Qualifier: Date: -+I?)0 I20W State of Florida County of Hillsborough Sworn and subscribed before me this day /�brl 6(0(11�.0 I ���;'d��,, ALICE AND of Florida /J�� / J� / { '0R °ors_Notary Public-State of Fl [' 1 Commission.#GG 945509 My Commission Expires Notary Public State of Florida January 08, 2024 My Commission Expires 9 -- 2019 -2020 HILLSBOROUGH COUNTY BUSINESS TAX RECEIPT EXPIRES SEPTEMBER 30,2020 57420 OCC.CODE NEW BUSINESS 090.026000 SOLAR ENERGY CONTRACTOR 20 Employees Receipt Fee 36.00 Hazardous Waste Surcharge 0.00 Law Library Fee 0.00 CVC57091 BUSINESS POLK DANNY ERNEST 201 KELSEY LN SUITE C TAMPA,FL 33619 0 19, 2202 NAME SOLAR ENERGY WORLD LLC MAILING 201 KELSEY LN SUITE C ADDRESS TAMPA,FL 33619 Paid 19-MOS768 1011=019 36.00 BUSINESS T"� RECEIPT DOUG BELDEN,TAX COLLECTOR K*F EMY PAIDAR MLEGETAXTO ENGAGE 813-636.8200 fN sU81NESS.PROFFMON.OR OCCUPATION SPEagm HEREON THIS BECOMES A TAX RECEIPT WHEN VALIDATED. Ron DeSantis,Governor Halsey Beshears,Secretary Flonda STATE OF FLORIDA' DEPARTMENT OF BUSINESS AND 'PROFESSIONAL REGULATION CONSTRUCTION _I,NDOSTRI �LECE'NSING BOARD ' ROY s THE SOLAR CONTRACTOR .EREI'N I`-SCCERTIfI.ED UNDER THE PROVISIONS CIF CH MME�Ra:4a8.9y-FLORIDA0STATUTES D ►'N.NYERN°EST V- ran f _ _ x; I ' tSO�LA EN,ERGI( WOeRLD, _-- ' At WRIGHT CI01 RCLE � r ,' - •-'j, Y� "ETA�� PPA FL_ 33r626 = LICENSE,U,MRER:,CVC57091 EXPIRATION DATE AUGUST 31,1020 Always verify-licenses online at MyFloridaLicense.com- Do:not alter'this document in.any.form.. . , This is your license. It is unlawful for anyone other than the,licensee to use,this document. i Ron Desantis,:Governor Halsey Beshears,Secretary Q Florida pr STATE.OF FLORIDA , DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION - - I ELECTRI.CAL CONTRACTORS,XLI;CENSING BOARD THE ELECTRICAL CONTRACTOR`HEREI'N:IS_Cberl.FIED UNDER THE PROVISIONS'O�F CHAPTER�`48.9�FLORI~DA-STATUTES ' - � � : °�'`�- ,�r. •'h. ..-__�- �--' - ',,�-r,'i i ate. = l.e ���,�,I,I�I r�—_—..,'1_'r�-��C 6-$. � : ,r_� _-.�� �: r,,rs,� -_-._,,,,�,.��,. <-.«� 4q.;.1.•.::^' -- d��. + j', 1 ..�y' ��:..ye•.. + ,�:nti ..;z-<-�..to - �j . � ��'�,'�I•� .ir1 "__��'li 'I' t:�I1+'��==_�-����_��:�,V..,�T':,•`� Il���..:r�`-'�,'��--__.i%+'. SO;LAR;�EN:E'RGY`WO`RLD;_LLC1, `� 1r3'660:WRIGHT+'CIRCLE-BUILD`lN'G'G- ' yTAMPA sal: , FL 33626 "414 LICENSE NUMBEM E6�,*6 9329 EXPIRATION,DATE: AUGUST 31, 2020 4 Always verify'licenses.online at MyFloridaLicense.com f Do not.alter this document:in-any.form: I! ®• Thisisyour license. It is.unlawful for anyone.other than,the licensee to use.this document., . ® DATE(MMIDD/YYYY)" ACOORDO CERTIFICATE OF"LIABILITY INSURANCE 2/19/2020 THIS CERTIFICATE IS ISSUED As A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES.NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. "THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,"AND THE CERTIFICATE HOLDER.. -IMPORTANT: If the certificate holder Is an"ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provislons or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer,rights.to the certificate holder in.lieu of such endorsement(s). " PRODUCER : CONTACT - NAME: KBII DDUgherty Consolidated Insurance Center, Inc. PHONE 443=738-2756 " " FAX No:410-363-3520 11403.Cronridge Drive, Ste 2'70 EA"Owings"Mills MD 21117 ADDRESS:_kdlju he consolidatedinsurahee.corb . INSURERS AFFORDING COVERAGE - ".NAIC#. INSURER A:Gotham Insurance Company"_ 25569." INSURED SOLAENE-03 INSURER B:New York Marine and General Insurance - Solar.Energy World, LLC 201 Kelsey Ln,Suite C INSURER o:'Builders Mutual Insurance Como 10844" Tampa.FL 33619 INSURER D INSURER E . . . . INSURER F:. -COVERAGES . CERTIFICATE NUMBER:1121916615 REVISION-NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE.ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL'THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR. TYPE OF INSURANCE ._ ADDL SUER _ _ POLICY NUMBER " .. .MM/DDIYYYY MM/DD EXP LTR' 'LIMITS" A' X. COMMERCIAL GENERAL LIABILITY PK201900018162 7/1/2019 7/1/2020 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED CLAIMS-MADE OCCUR - .PREMISES Ea occurrence $360,000 MED EXP(Any one person). -S 10,000-. _ PERSONAL&ADV INJURY $1,000;000, GEN'L AGGREGATE LIMIT APPLIES PER: �GENERALAGGREGATE - $2,000;000 POLICY PRO . LOC PRODUCTS-COMP/OPAGG $2,000;000, PRO .. OTHER: B -AUTOMOBILE LIABILITY AU201900017022 7/1/2019 7!1/2020 COMBINED SINGLE LIMIT - $1,000;000" Ea accident X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) -$ AUTOS ONLY AUTOS X. HIRED NON-OWNED. PROPERTY DAMAGE AUTOS ONLY X AUTOS ONLY Per accident $. ' 'A'. X• UMBRELLA LIAB X OCCUR PM201900008267 7/1/201,9 7/1/2020 EACH'OCCORRENCE $:5,000;000, EXCESS LIAB. CLAIMS-MADE AGGREGATE $5,000-000 DED" '.X RETENTION$jn nnn $" C. WORKERS COMPENSATION WCP 1059469 01 7/8/2019 7/8/2020 X AND EMPLOYERS'LIABILITY Y/N STATUTE OR H ANYPROPRIETOROARTNER/EXECUTIVE I NIA E.L.EACH ACCIDENT .. $1,000;00A, OFFICER/MEMBEREXCLUDED? - (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S 1,000,000, If Dyes,describe under . E.L.DISEASE-POLICY LIMIT $.1,000;000,DESCRIPTION under OPERATIONS below " A Equipment Floater PK201900018162 7/1/2019 7/1l2020 Leased/Rented Limit' -50,000- DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) - CERTIFICATE HOLDER. .'. CANCELLATION . SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City.of Zephyrhills 5335 8th'Street ZepFlyrhills FL 33542 AUTHORIZED REPRESENTATIVE l ©1988-2015 ACORD CORPORATION: All rights reserved. ACORD 25(2016/03) The ACORD name and-logo are registered marks of ACORD INSTR#2020052528 OR BK 10076 PG 2506 Page 1 of 1 03/26/2020 01:37 PM Rept 2148538 Rec:10.00 DS:0.00 IT:0.00 Nikki AlvarezSowles,Esq.,Pasco County Clerk&Comptroller Permit N. Pared lO No O.7 orK7't�. �1 -�n - nD NOTICE OF COMMENCEMENT Bud.of Ctr of PA61140 THE UNDERSIGNED hereby gives notice that Improvement will be made to owteln real property,and In eccordmtce with Chapter 713.Florida Stehdes, Me following Information Is provided In this Notice of Commencement y1 tm 1. Description of Property.Parcel ldentIDodtion No.0--,EA2„Z,��OIpp-00000-(77b0 SA-AP& �rniU I�U¢lfira- BmAddr.,s ,!0 )120 ALUMS W4111 r w)IS 32&1569 2 CanwelDesadptionolimprovernem -7t% n Rim- Madn4ad P11 PANBIs 3. Owner irdmma ion or Lessee Information If are Lessee contracted for the Improvement RVA41d CoPft 371.10 ci e° rma F4 Address � city state Interest In property: OW„{`, Name or Fee simple Titleholder. AIIA gf different from Owner Rated above) WA state 4. Contractor. f-AWay �"1Q G" K IVI Ktf3ir In- sine C TA►X F- �w 6 city Bteteara'sTelephoneNo.: � r 5. Bundy /✓64 Name 64 JV�/7 +-ten Address City -/ State Amount of Bond; e/�/'4 Telephone No.: IL 4 e. Lender. A Nam Address /�y City State Leaders Telephone No.: T 7. Persons wftWn the State of Florida designated by the owner upon whorn notices or other documents may be Bernd as provided by Section 713.13(1)(a)M,Florida statutes: Flame -`/A AAA i4 Address V w!/� city State Telephone Number of Designated Person: A 6. In eddmon t/o�hlmsef,ate owner deslgndes �Kf � of_ �✓/Ni to rxehre a copy ry}lmcora Notice as provided In SecSon 713.13(1)(b),Florida Stehdes. Telephone Number of Person or Entity Designated by Owner. e. Erplation date of Notion of Commencement(the expiration date may not be before the completion or construction and Mal payment to the contractor,but will be one yaw from the data of mcom IN unless a different data fs specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT. ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER713,PART1 SECTION713.13,FLORIDA STATUTES.AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPbRTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penely d per)ury,I dedere that I haw road the foregolnp retie f cgNmteneemmmmt and that the facts atnt9"oretrr are true to Me bast of my lvravledge.nd bell % / STATE OF FLORIDA ! _ �'-�' 9 i COUNTY OF PASCO S reo Owns aLosaee^ Owners or Less 's ortzod IedoUPannerRAen tier i� ni f C✓r c"` '1 -J SlpnaatoNe TnlefOflo lrg Ir l The faegostrurnenl was acknowledged before me We�dey of#6 fL L.za'10 by �• . �s :� .}- as 09 W►6— (type of..ft y,a g..officer,truetes,-ItAy In tad)for O1Qir' Eft. EV Y L✓A✓�1� (name of party an of oTwtgar In was exectled). Personally Known❑off Produced Identification 99 Notary Signature_!/T T {� I P I Type of ldenWlration Produced-iaJ ./ n Name(PMU 1• r-LaT a/1 BRENT COTTON _Notary Public-State of Florida e Commission 0 GG 911073 %. My Commission Expires So tember 09,2023 wpdeldbccfnagcacomnnncemsnt pc053048 Data Sheet Enphase M.icroiiinverters Region:AMERICAS .. m Enp.h se. Th e high powered smart grid ready Enphase IQ 7.Mi'*` and Enphase IQ.7+.Micro" :.IQ 'T atld Q . l.'f' dramatically simplify.the installation process while . ;achieving the highest system efficiency. Microinverters em,the IQ 7 arid Part of the Enphase iQ Syst IQ 7+ Microinverters integrate with the-Enphase IQ Env oy', Enphase IQ Battery',and the Enphase : Enlighten'' Monitoring and analysis software: IQ Series Microinverters extentl the reliability -standards set.forth by previous generations and undergo over a:million hours of power-on testing, en abling Enphase to provide an industry leading:.;.- .. . warranty. f up'to 25 years ' Easy to Install, : LightWeighi.and simple . •• Faster instalPation with'mproved'lighter two-wire cabling •_ Built-in rapid shutdown'compliant(NEC 2014&.2017) Productive:and Reliable . . =' Optimized for high.powered 60=cell and 72=cell*.modules More than a million Hours of.testing: Class II double-insulated enclosure UL listed ..Smart Grid Ready . . . • .Complies with advariced.grid support,voltage and frequency ride-through requirements, ' Remotely updates to respond to changing , grid requirements Configurab le for varying grid profiles • Meets CA Rule 21 (UL 1741-SA) *The IQ 7+Micro is required to support 72-cell modules. UL To learn more about Enphase offerings,visit enphase.com ./. ENPHASE. Enphase IQ 7 and IQ 7+ Microinuerters INPUT DATA(DC) IQ7-60-2-US IQ7PLUS-72-2-US Commonly used module pairings' 235 W-350 W+ 235 W 440 W+ Module compatibility 60-6Jll PV modules only 60-cell and 72-cell PV modules Maximum input DC voltage 48 V 60 V Peak power tracking voltage 27 V 1 37 V 27 V-45 V Operating range. 16 V-148 V 16 V-60 V Min/Max start voltage 22 V 1 48 V 22 V/60 V Max DC short circuit current(module Isc) 15 A 15 A Overvoltage class DC port II II DC port backfeed current 0 A 0 A PV array configuration 1 x 1 ungrounded array;No additional DC side protection required; AC.sitle protection requires max 20A per branch circuit . OUTPUT DATA(AC) IQ 7 Microinverter. IQ 7+Microinverter Peak output power. 250 VA 295 VA Maximum continuous output power 240 VA 290 VA Nominal(L-L)voltage/range2 240 V/ 208 V/ 240 V/ 208 V/ 211-264 V 183-229 V 211-264 V 183-229 V Maximum continuous output current 1.0 A I(240 V) 1.15 A(208 V) 1.21 A(240 V) 1.39 A(208 V) Nominal frequency. 60 Hzi 60 Hz Extended frequency range 47-613 Hz 47-68 Hz AC short circuit fault current over 3 cycles 5.8 Arms 5.8 Arms Maximum units per 20 A(L-L)branch circuit? 16(240 VAC) 13(208 VAC) 13(24.0VAC) 11 (208 VAC) Overvoltage class AC port III III AC port backfeed current 0 A 0 A Power factor setting 1.0 1.0 Power factor(adjustable) 0.85 leading...0.85 lagging 0.85 leading...0.85 lagging EFFICIENCY @240 V @208 V @240 V @208 V Peak efficiency 97.6 0/. 97.6°i 97.5°i 97.3°i CEC.weighted efficiency 97.0°i 97.0% 97.0°i 97.0% MECHANICAL DATA Ambient temperature range -40°C to+65°C Relative humidity range 4%to 100°i(condensing) ' Connectortype(IQ7-60-2-US&IQ7PLUS-72-2-US) MC4(or Amphenol H4 UTX with additional Q-DCC-5 adapter) Dimensions(WxHxb) 212 mm x 175 mm x 30.2 mm(without bracket) Weight 1.08 kg(2.38 Ibs) Cooling Natural convection-No fans Approved for wet locations Yes i Pollution degree PD3 Enclosure Classill double-insulated,corrosion resistant polymeric enclosure Environmental category/UV exposure rating NEMA Type 6/outdoor FEATURES Communication Power Line Communication(PLC) Monitoring Enlighten Manager and MyEnlighten monitoring options. Both options require installation of an Enphase IQ Envoy. Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load-break disconnect required by NEC 690. Compliance CA RdIe 21 (UL 1741-SA) UL 62:109-1,UL1741/IEEE1547,FCC Part 15 Class B, ICES-0003 Class B, CAN/CSA-C22.2 NO.107.1-01 This product-is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC-2014 and NEC-2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems,for AC and D;C conductors,when installed according manufacturer's instructions. 1.No enforced DC/AC ratio.See the compatibility calculator at httos//enohase.com/en-us/support/module-com ap tibility. 2.Nominal voltage range can be extended beyond nominal if required by the utility. 3.Limits may vary.Refer to local requirements to define the number of microinverters per branch in your area. To learn more about Enphase offerings,visit enphase.com ENPHASE. @ 2019 Enphase Energy.All rights reserved.All trademarks or brands used are the property of Enphase Eriergy,Inc 2019-3-26 40 - • ® ® ® 295, 3115M e Effidency Low Mono ° ' D o e ° e w i e J Aesthetic appearance with black frame and / O best suited I I I I/ / ® I S for Pro essing, 25-year Power A'ddiHona!Veit, Warranty Annual e frO Power Attenuation n'LOMGI Solar"s Lrnoar l�arranh S�tidar - - 87.7% dDdulellnearPoweriya�an 84.5% 80.7% .. _. .. . 1 5 10 15 20 25 Complete System and Product Certifications Positive power tolerance(0-+5W)guaranteed IEC 61215,IEC61730,UL1703 ISO 9001:2003:ISO Quality Management System High module conversion efficiency(up to 19.3'Yo) ISO 14001:2004:ISO Environment Management System Slower power degradation enabled by Low LID Mono PERC technology:first year<2%, TS62941:Guideline for module design qualification and type approval 0.55`Ya year 2-25 OHSAS SHOOS:2007 Occupational Health and Safety Better energy yield with excellent low irradiance performance and temperature coefficient 0 ® Solid PID resistance ensured by solar cell process optimization and careful module BOM `4$ selection -Specifications subject to technical changes and tests.LONGi Adaptable to harsh environment:passed rigorous salt mist and ammonia tests reserves the right of interpretation. Robust frame(40mm)withstands mechanical loading of 540OPa for snow load on front and 240OPa for wind load on rear side ■ Room 2bl,6-2 Building 8,Sandhill+Plaza,Lane 377 E-mail:gzhl Road,Pudong District,Shanghai,201203 LONGI Solar Tel:+86-21-61047332 Fax:+86-21-61047377 -mail:module@longs-slllcon.com Facebook:www.facebook.com/LDNGI Solar Nate:Due to continuous technical innovation,R&D and improvement,technical data above mentioned may be of modification accordingly.LONGi Solar have the sole right to make such modification at anytime without further notice;Demanding party shall request for the latest datasheet for such as contract need,and make it a consisting and binding part of lawful documentation duly signed by both parties. 20180701 i LR6®60PB 29 ~ 15 ,Design tm:m Cell Orientation:60 (6x10) Operational Temperature:-40 C-+85 C ( ; Junction Box:IP67,three diodes Power Output Tolerance:0-+5 W Output Cable:4mmr,1000mm in length Maximum System Voltage:DC1000V(IEC&UL) --f i rdu,n<c Connector:MC4 or MC4 comparable Maximum Series Fuse Rating:20A Weight:i8.5kg Nominal Operating Cell Temperature:45±2C i Inl=c. '•an Dimension:1650x991x40mm Application Class:Class A � Packaging:26prs per pallet Model Number 1R6-60PB-295M LR6-60PB-300M LR6-60PB-305M LR6-60PB-310M LR6-60PB-31SM Testing Condition STC NOCT STC NOCT STC NOCT STC NOCT STC NOCT Maximum Power(Pmax/W) 295 218.5 300 222.2 305 225.9 310 229.6 315 233.4 Open Circuit Voltage(Voc/V) 39.9 _ 37.2 40.1 37.4 40.2 375 40.3 37.6 40.5 37.8 Short Circuit Current(Isc/A) `9.69 7.81 981 7.91 9,94 8.01 9.98 8.04 10.10 8.14 Voltage at Maximum Power(Vmp/V)- 3i 2.6 30.1 32.8 30.3 33.0 305 33.2 30.7 33.4 30.9 a Current at Max)mum Power(Imp/A) 9.05 7.26 9-15 7.34 9.24 7.41 9.35 7.50 9.43 7.56 Module Efficiency(%) I 38.0 18.3 197 19.0 19.3 STC(Standard Testing Conditions):Irradiance 10001V/m=,Cell Temperature 25 C,Spectra at AM1,5 - NOCT(Nominal Operating Cell Temperature):Irradiance 80OW/m',Ambient Temperature 20 C,Spectra at AM1.5,Wind at 1m/S ... Temperature Coefficient of Isc +0.057%/C Front Side Maximum Static Loading 5400Pa Temperature Coefficient of Voc -0.286%/C Rear Side Maximum Static Loading 240OPa Temperature Coefficient of Pmax -0.370%/C Hailstone Test 25mm Hailstone at the speed of 23m/s i� Current-Voltage Curve(LR(i-60P8-305M) Power-Voltage Curve(1.116.60P13-305M) Current-Voltage Curve(LR6-60PB305M) 10 9ro -,aLYOm \ ' .ac'u' -xC.,rm II�OLVA. ri aso r�nl,rr. i s� .�6 -cNl Tuury_3t fi 6 l L �' -.uu'.mwOsc M:ntYr, ° _mavrr, loo / DWI lnmp.WC 50 2 -. 00 10 20 30 40 00 10 20 30 °0 ea 10 20 30 q0 VOkzgc M V0lrage M Vatzq.M ®'�. Room 201,Building 8,Sandhill Plaza,Lane 2290,Zuchongzhi Road,Pudong District,Shanghai,201203 Tel:+86-21-61047332 Fax:+86-21-63047377 E-mail:module@longi-sillcon.com Facebook:www.facebook.com/LONGI solar Note:Due to continuous technical innovation,R&D and improvement,technical data above mentioned may be of modification accordingly.LONG Solar have the sale right to make such modification at anytime without further notice;Demanding party shall request for the latest datasheet for such as contract need,and make it a consisting and binding part of lawful documentation duly signed by both parties. 20180701 , _ SERIES 100 ROOF MOUNT SYSTEM Code Compliant Installation Manual Series 100 Introduction:. SnapNrack Series 100 PV Mounting Syste m offers a low profile; visually appealing, ,photovoltaic (PVj module installation system. This innovative system simplifies t e process of installing solar PV modules, shortens installation times, and lowers installation costs. . SnapNrack systems, when installed in accordance with this.manual; will be-'- structurally adequate for the specific installation site and will meet the local and International Building Code. The SnapNrack installation system is a set of engineered components that can be assembled into a wide variety of PV mounting structures. It'is designed.to be installed by qualified solar installation technicians. With SnapNrack you will be able to solve virtually any PV module mounting challenge. Table of Contents Step 1: Project Plans Configuration . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Surveying and Layout. . . . . . . . . . . . . . . . . . . . . . . . . . 4 StFlashed L Ftoothment p. Roof . - For Compoistion Shingle . . . . . . . . . 6 -- Standoff-Post- For All Roofing Type.s . . . . . . . . . . . . . . . . . 8 Standoff Options . . . . . . . . . . . . ... . .. . . .. . . .. 10 Hanger Bolt- For All .Roofing. Types . . . . . .,. . . .: . . . . . . . . . .... . : . 12 Metal Roof Base .. . . . 14 Corrugated Roof Block- For Corrugated Metal . . . . . . . . . . 16 Tilt Mount 5°-151 . . ... 18 . - Tilt Mount 10°-i45°: . . . 20 . Steam Clamp- For Standing Metal Seam . . . .. . . . . . . . . . . . . . .. . . . . 22 Step 3: Leveling Rails installing and Leveling Rails . . . . . . . . . . . . . . . . 24 Step 4: Attaching Modules < Attaching Modules . . . . . . . . . . . . . . . . . . 26 Step 5: Select Any, Racking Accessories Edge Screen .; . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28 Wire Management. . . ... . .. . . . 30 Micro inverter (Attachment. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . 32 Rail Cutting Tool and End Ca.p . . . . . .. . . . . . .. . . . . . . .. 34 :Grounding w Grounding . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . ... . . . . . . 36 High Tilt Tool I High Tilt Tool: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38 Notes Notes , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .40 How to Cori#igilare.Yoiur System First calculate the spans and penetration.count. There--is a:SnapNrack span calculation table on the back ofthi.s Manual: Determine site conditions: general building height,- array pitch, the wind speed, an,d snow load or topographical condition'. Find,appropriate railspan from table.' Span Table. Example Building Height Less than 30 f-t .Less than. 30 Feet • • Array.Pitch 15'25° Wind Speed . . _ 90'Miles/Hr. 120-Miles/Hr. ••_ - - • - • :Snow Load 8.lb None - • • •• - • • - • Topo, Cond. None Top hill . _ • .Rail S an Max Rail Spans Between-Standoffs.(FT:) . .- Tllts.of 197.or Less p f3F2 0 - 711ts.31'fo dl ' Tilts 46'to -• - •• • •• . . .Ground Snow Wind speed ',Wind speed -: Wind speed Wind speed Load(PSF) (Nominal3-sec.Gust In mph) (Nominal3-sec.Gust In mph) (Nominal3-sec.Gust In mph) (Nominal 3-sec.Gus _ .. .90 105 '120 .135 150 9901.105 1120 135 150 90 105 120 1.135 1150 90 .105 120 1 • 0 '8! 8 ':-6 '6- -6 .6• -6- 6' 4- 4- 6- 6 4. ' 4 2 6 6 6 INNFCJ­11_0 6. 6 6, -4 4. [6� 6' .4 '4' ,2" .6.- 4 4' '2 "2 .'6 6- 4' -21=20 -6. --4- 4' 4 . -2 .4- - 4. 4 .2- 2. 4 .4: 2 2 2 -4 :4 ..4 ­21-30.. . 4. .4 -4. '2- 2 '4* - 4 4- '2 2'. .4 4 2 2. "2. 4 4 -4 -.3140*.. -4'. 4 -.2 •2. 2 ,4 4. 2� 2. 2. 4- . 4 '2 2 '. ,2 - 4. 4 .4 C •41-60. '2, 2' -2.. .2 . 2' 2 2. 2 .2 . 2.. 4 4 2. .2 ..2 4 '4 q. $ 61-80 . . 2' ..2. 2 . 2 .2 2. . 2 2, ,2. 2. 4 ..q 2 2 '. .2 4. 4 .4 �. .81-100:. . 2 . '2' .'CS *CS I.'CS 2-1 2 1'CS I'CS •CS 4 2 2 2 ..2 A 4: 4 M .101-120 'CS *CS. 'CS !CS 'CS 2 'CS 'CS 'CS 'C5 '4 '2. 2' 2 2' A -4 4 N +' 20'to 30-' :31-to 4S- - 46'to 60' 2 C_ Topographical -_end speedWlnd speed. - _. .Wind speedWtnd s"peed 'C Condition, (Nominal 3-sec.Gust In mph) (Nominal 3-sec Gust In mph)- (Nominal 3-sec,Gust In mph): (Nominal 3-sec.Gust 90-'105 135 I5090 105 120 135 150 9D '105120 135 '15090' 105 126 1 7 co 8'. . 6 - 4. . 4 '.6 6. .4 .4 -2. '6 ..4 4 2 '. .2- 6. 6' ,4 Coastal .. 6` -'6 4 4 2 .6 4. 4 •2 2- 6 .4• z.. 2 2 6 -'4 "4. Mesa .6 6. 4 ..4' 2 6 4' .4 2. .2 •6 4. 2 2• -2 6 4' '4. !CS MODULE OVERHANG. . -.COnsult EXCEED 25% -Structural En ineer OFOT TO MO MODULE LENGTH) RAIL.SPAN -RAIL END OVERHANG. (NOT TO EXCEED.34%OF ' ACCEPTABLE.RAIL'SPAN), A� �y�fJ j1 �u l- h Survey the Site ..Measure the roof surfaces and develop an-accurate drawing, including any obstacles such as chimneys and roof vents. If plans are available, check to make_ sure that the plans match the final -structure. • Review the shading.pattern across the roof surface from the residence itself, from adjacent.structures, and from other nearby features such as trees. Identify.any roof access areas or keep-out areas as required by the local jurisdiction.. • Confirm roof construction,type, and condition. • Assess roof rafter, size, material; and spacing to confirm that the structure is sound and can support the additional load of the array. •Identify any construction anomalies that may complicate the process of locating rafters from the roof surface.'.. • -if you find structural problems such as termite damage.or cracked rafters that may compromise the structure's integrity, consult a structural engineer., . �. i MODULE WIDTH - '� MO DU LE.LENGTH MIN SIMI PORTRA T MODE LANDSCAPE MODE Develop a Layout Using the information-collected in the site survey and.from.the span tables,_corhplete.a system layout showing array, location and distances from key roof features. Include any information necessary for the permitting process. . Typically, Pv modules are installed in portrait mode, with the long side of the module running up the roof slope and the rails running horizontally across.the roof_ perpendicular to the roof rafters; which commonly run down slope. .. r I_ z A Rix-01: 4 Arrays can also b modules:or/e . . a installed i. across oriented so n,iandsc.. . ss the roof that their ape made modo.is.• . . _ and the r long,ed With th . SeriL typically ails run• .. 9e runs hori e700 constructsnd Layout Y Used in: . .p:the r zoij acro d With.str cases:whey roof slope: Y ss the..roof uctu -c ele e the roof andscalla - buiWin � but can rnents ru has bee. pe. . s for a variety ofaiso.be.used.onnn/ng horizontall Cowen' nt layout. reasons i stangara y Sp. for the when ►a' ncludiri residential . ,- are installs module clam Y►n9 out the g tO facilitate - - of.s d between mps_on t array; be .. a - - roof by pace:bet en modules he rails. Mo sure to leav - '` ween the ►n a rot, dule ►�t.iq.. e . . - rnarki .. Ad: modules:. anq re clamps - crayon. lustable quire'p S in _ •. extend end darn - . rations Past the. amps requiresnapping Un,versai end.of th 15 by. . usin En C6 am e module fr °f extra.ra l.t. ^ g the- p, the:r ame. o Place� � • rail.cute/ng too,,. all iS first cut flu,If using the-_ . '� - will • to ne spa en Installing m . sh to the module hold the• in cIng gap 6 1 Ultip/e yaws : . Submit: /8 should be us Modules ...a rninl : procee. arraY:p,ans to./.. et►Neen.rods urn d.wjth t ocal•per the pro: . . he roof l mittin lect have aYout , " g lurisdictio lurisdIcti pn. b .en.granted ytheen all and b permits for,or. . Transfer: Y having. Cray . . the arra - onI y layout: hoc mar . to..the. ate k the"�nsi roof the esti' . de and: using.a r array.area,wit' .mated-rafter ' -u- e. cornergaf..mark' : h a roo f positions. s of,the Transfer rail arja marking crayon ana.mark themrrthe notin9.that: est,rnatea . . rails attachme attach, .. and rafter rits will nt locatio do.not s.:Layout.r be:locatea . . . Ions mOauie lenrhang mountin ils.such that rn_o, Intersections roof, . gth: .'. J.rails,by more aule frame ends pry . -than 25% of total, Ject inf°rmatio Buildin loft :. . g.Hei9ht : Roof Pitch. Wind S .,--- peed .. . . now.Load ropo:Conn "" ;►, M ax Rail Span Roof Structure Type Kof'struct ure Site Roofs fru cture Span. Roof TYpe&Condifio Stories fr n - the Ground. Roof orientation . '. •• only be u Nrack en systerns • • ^• ' With uld -• • An rnay • • • • •• application and struct • • • CD Required.Tools + Hammer Or Stud Finder Roof Marking Crayon Dimensioned Drill with 1/8 inch Pilot Drill Bit Roof Sealant.. L-Foot Torque Driver with BitlAdapter 1/2 inch Socket Wrench 1-1/2"� Materials Included in Series 100 L-Foot Kits A (1) SnapNrack Flashed Base 40 ® (1) SnapNrack Composition Flashing p (1) SnapNrack L Foot;_Composition. 920 . (1) 5/16i6- 18 SS Flange Hex Nut p (1) 5/16in.SS Split Lock Washer 3'. 92" O (1) 5/16in- 18 X lin.S'S.HCS Bolt ®.(1) SnapNrack Channel Nut, 5/16in - 18 Other. Materials Required: p (1) 5/16 in Lag Screw QQ (1) 5/16 in Washer: i When To Use: Composite Shingle Roofs- Technical L-Foot Data: Material 6000 Series Heat Treated Aluminum Color Class 2 Anodized Kaffln, ish C«lear and I Black Finish Available Weight 0.16 LBS 010 Design U .3,11 @04 Load P0921 LBS Uplift Design Ultimate Load 1000 LBS Uplift Dimensioned Assembly • r � . . . 12 6 • Series 700 Plashed L.-Foot 7) L .. the Dears the rafter ''r' ar. un deck'ng of underneath Berne In th the roof by to th e eaves or . looking ) rill a pilot hole t in the attic, z g material i through the intsure that into the rafter to a solid the lag bolt will• is portio of the be located rafter ' n • hole not found the rafter. If the u�mediately with roofintke pilot • ' 3) Apply r-o g sealant. the bottorp °ping sealant to directly nsure aonto the tag' ag the be and } = 1 water tight seal. to + Attach the ernb a lag bolt and base with into e mint of 2 a minim to the rafter. Ti 2 lag shankrn ? • :. ::� seat with a handhten Lag bolt 5 French. Slide the flashing the row, shingling underneath above the i = directly ath nstalled standard base, and then line base ing with the thruP eads in the UP shingles t ay be necessary on the With a breaker to pr 6 esker bar, y r t ) Attach i:��� �. s portion of the L-foot to from the fl the base thanks threaded the fla asking, T is protrudi - : _ w• to 70 -16e bolt over ten tighten ng a k s ft-ibs n threw ds i , +r attached in anrhe L-foot can e y orientation. ' -��,�•*.="•'-;; "� Only ack en and be used i hneered syste hardware. SnapNrac ms skould ' "� may void Any alter k com s � d the warrant nrnatn a ponents calculations could pplication y and becorpe structural invalid. k� f - f If a pilot h I o oe x un is c d immedials drilled and a rap � r ,t� .r roofing seal y seal ter is _. w _ - po ant to pilot h not not avoi ole at! _ b���'� over a w with �s w� ,�.*• - Always �„ tighten hardware. dams and safet ear fall Prot dware, ge. y gear, ection a "4 JfCJ s e�` � •`:c','F ��''�s to help "cis; ►. "c+tj be nip configures suite of design M_ .. your PV . tools ,. , s. •. y an accurate an visit us at. Ww Installation to d fast install. w.Snap Nrack.comPlease Required Tools when To Use: . Hammer or Stud Finder Concrete or Clay:Tile Roofs Roof.Marking Crayon Drill with 1/8 inch Pilot Drill Bit 0 Roof Sealant Torque Driver with.Bit Adapter Channel Locks .� ..1111 1/2 inch Socket Wrench Materials Inclined In Series.l®® Stand®ff Kit: O (1).SnapNrack Standoff Base © .(1) SnapNrack.Standoff Shaft © (1) SnapNrack Rubber Rain Collar 0 (1) SnapNrack Standoff Clamp © (1) 5/16in SS Split!Lock Washer . O (1) 5/16in - 18 X 2in. SS.HCS.Bolt. 0 (1) SnapNrack Channel Nut, 5/16in - 18 O i Other Materials Required: o D (1) 5/16in Lag Sc rew. O OO (1).S/16in Washer, '(1) Roof Cone Flashing. Technical Standoff Shaft Data: Material 6000 Series Heat Treated Aluminum Color C««lass 2 Anodized Finish C««Fear Finish Available Weight 5.5" Shaft = 0.4 LBS 7" Shaft = 0.5 LBS 8.5" Shaft = 0.6 LBS esi Dgn Upliftad Lo 200 LBS Uplift Design Ultimate Load 1600 LBS Uplift Dimensioned Assembly . Dimensioned Shaft 1. r . 1/2- 8 Series 700 standoff Rem Ove \ :, .�` ► .� penetratio roof the vuher ipy n will be e the. , the rafter un installs of the roof b dI ath the d. C ocate ' save, • Y locati deckin roof suefa�tiC. or bg under app ntheg the i e with a hammer • ``� .�r r t ril a! iPtlo t hols throe • the lag boltthe rafter t 9h the roofing ~_ portion of will be locate r not found the rafter. 1 f d ntora sold Immedia n sea ro the rafter is ®� thel the sr tely with pilot hole Apply offing seal j . '- of he base offing sealant ant. 1 } n lag bolt and directly t° the bottom 7-_.- lag the Sta sure a wate�tito the .si g bolt a Standoff b ght seal 2 %-1 and a min, ase with a�� y''_^- �►� ,► 1 lag bolgtshank into mhe Y em f bedm nit of f seat using a hand rIghten 4) Set the flashingwrepch. _ flashing a by sliding the flashing ab derneath the ro the holy in the ove the instau Or'tiles the thread flashing dire base with threaded portion of thectly above • S) Attach the base. slidingstandoff flashi ng ifi through the shaft by c;s`tt i BMW- "! the thread sd tightening�te n the .. � bass Protru onto �r4 ,r, snug with channel from the 6) Cut th nnel lacks. flashing, retile to fit aro u� standoff la�as the tileUthethe r 1 rubber rain amp b n attach shaft therm collar over Chet sliding the bolt, washed the standoff clamp with 1 channel nut. ,r ,s�yNS Sna Mom/ only be used engineered mad hardwars.with SnapNrack systems should calculations the y alternate components P" ulatio Warranty and str application VI�I ns could b uctur r V.I rrj c� ec ai °me invalid. _� �olf a pilot hole is und, imme drilled a roofing se immediately seal and a rafter is not ©o seal pilot not over ' to avoid waterhole with Always ghte da and safety wear fall Prot ctio are. rnags. 1 r1 gear. ection SnapN a to help con,. as a suite of design be an accurate anure d PV inst t°p/s visit us at: fast - Installation to ��wW.SnapNrack.cornPlease I Materials Included In Series 100 Standoff Kit Standard Standoff Base Steel Structural Member): _ e c . 0 (1)SnapNrack Standoff Base- © (1) SnapNrack.Standoff Shaft ® 1 SnapNrack Rubber Rain Collar 0 (1) SnapNrack Standoff Clamp. i 0 (1) 5/16in SS Split, Lock Washer (D. (1) 5/16in 18 X 21n SS HCS Bolt . • ® (1) SnapNrack Channel Nut, 5/16in - 18 Other Materials Required: O O 0 (1) 1/4in Tek Screw Or Typ,Steel.Structural Member 0) Roof Cone Flashing . . - .0 When To Use: Steel Structural Member Configurations L OOi .. ,p o. Materials. Included In Series 100 Four liole.Base f®urr. Hole Standoff Kit: A 0 (1)'SnapNrack Four Hole_Standoff''Base .© (1) SnapNrack Standoff Shaft c, 0 (1) SnapNrack Rubber. Rain Collar 0 (1)SnapNrack Standoff Clamp 0.. .0 (1) 5/16in SS Split Lock.Washer. ®.(1) 5/16in - 18 X 21in SS HCS. Bolt 0 (1) SnapNrack Channel Nut, 5/16in - 18 ® �J -Other Materials Required: p (4)Wood Screws 1/4". . Qz (1) Roof Cone Flashing C!%tD Qz i D 0 0 e .0 . 10 I 1 P 2 ' • •3 • • i • c} •• • at 0 .. S@ries Ip 6 ; '• St`111aoff p Pt►ons ►• r_-y r r•_ ® 1) Follow the © .••• • .. ' _ * S the Snap instruct. exa . , netration, ck Standoff ctly • Screw for the 5/b�tituting the tek lag bolt. c no • �•1� \� SnapNracthe instruction sub rack k regular Stadoff exactly as the 3 and 7/4', WOOd s�base for thePenetration, fo �.. r??�� ews ho �� r the le base $I76"lag bolt. o m e th foam^ - .:,:e'' ;•;,Y j he rafter to be installeafin C � g above 2) Attach on. 2 standoff the SnapNr rafter base direct) ack heavy duty using (2) to th S/16"ag b.- exposthe ed 3) Sc,evv in base snug 1wi h chanty D Standoff ) Replace the channel lacks. that Was removed. roofing S) Flash t �- he standoff heat me over the eXff by sliding the the fl shin the rubber exposed standoff cone g fOt`a water mbrane aroundd 6) Attach re tight 1 seat. the standard ardan are as in ck doff, Snap Nrack nly be used wigrneeYed sYste Ma d hardware. h SnaPNrack ms should Cale voidnse ware ntyan ate ppii atiOnts ulatio d stru Could ome i dur n -- bee ai r, nvali - If a pilotfound - hole is drilled a roofin'immediately se _ sealant al avoid pilota rafter is not - Always wer tighten harWaterha m With and safety gear. Protection Protectindvvare, ge. Scn o aPNrack has e he configu s a suite of an ro Your PV .design tools visit u�Ccurate and last installation to at: www.SnapNahktdomPlease Required To®Is' Hammer or Stud Finder ` Roof Marking Crayon Drill With 1/8 inch.Pilot Drill Bit Roof Sealant . Threaded Bit Adapter • 1/2 inch Socket Wrench Torque Wrench Materials Included In Series 100 Hanger Bolt Kit: ® (1) SnapNrack Hanger Bolt Clamp Front 0 (1) SnapNrack Hanger Bolt Clamp Back p..(.1) 5/16in SS Split Lock Washer. 0 (1) 5/16in -18 X lin SS HCS Bolt. p (1) SnapNrack Channel N.ut, 5/16in - 18 . Other IWaterials-Required: 0-(1) 3/8" Stainless Steel Hanger Bolt Dimensioned Assembly 0 0 3�4 I . ©. 0 713/8 When To User Any,Roof Style.- . Dimensioned Hanger Bolt Clarrip, i„ R 0.188" 3/4u R 0.1.7e' Technical Hanger.Bolt Clamp. Material 6000 Series Heat Treated Aluminum Color C«lass 2 Anodized Finish C«lear Finish Available Weight 0.7 LBS Design Uplift Load 200 LBS Uplift Design Ultimate Load 1600 LBS Uplift 12 I i n _ Series 100 anger go1g b W Y 1) Loc j the ate the rafter l�'�'''•''"'�`; ",:.�,, decking of underneath the roof. h 2) Drill a pilot hole t material into the lag bolt the rafter to h the roofing solid portio will be locate ensure that C is not found ion of the rafter into a • immediately w to sea/ the he rafter • roofing pilot hole -, 3) Apply sealant. may , «*3 }" - _ • , the pilot hol fin ant g seal f _ lag to ensure and the hangrrctly onto water bolt r 4)Attach t tight seal. threaded bit a hanger bolt embedment apter w'th using the rafter. Ti ghteof 2 f»lag shank yt Y -k n Lag bolt to nk into the Attach the seat. hanger bolt assemble/nut of the ) Then aii. sett'ngt ttac the hangearound the threaded bolt clamp b �- tighten silver ha lt to the deaded portion of �l _ • hardware to 10 6 Ft'Ibs and > V ' 1k { SnapNrack {,. and be used wihneeYed systems should _ — may void thardare. qnY atte Wrack components calculations e Warrant ate applicatio w- could become inv/id. f If a plot dole 's Pilot drille roof'ngis�a aat tely seal and a rafter is not Do not over t° avoid Pilot hole w'th Always weartighten hardware damage. i d safet prote Fare. an fal! Y gear. ction SnapNrack�})��5 to help configure a suite of pure Your pV design tools visit uG an s at: vvvv and fast i instailat-at: w�v�,.Sna nstall. to pNrack corn Please Required Tools: Hammer Or Stud Finder �® Roof Marking Crayon 0 , Drill with 3/16",Pilot Drill Bit e Torque Driver with Bit Adapter 1/2 inch Socket Wrench ,Materials Included- In Metal Roof Base:. o .0(1) SnapNrack Metal Roof Base p(1) SnapNrack L Foot 9.0 degree ®(1)-5/16in- 18 SS Flange Nut `s 0(1) SnapNrack Channel Nut, 5/16in - 18 f p(1) 5/16in - 18 X lin ;SS,HCS Bolt 0(1) 5/16i_n SS Split Lock Washer When To Use, Metal Roof Profiles Technical Metal Roof Base Material 6000 Series Aluminum C«olo Clear Anodized Aluminum Weight 0.4 LBS Des.i,gn U,pliifit Load 1,008 LBS Uplift Fs�ign—Ultimate Load fT,0-3-3 LBS Uplift i Dimensioned Assembly 1-3/8"CAP 1-5/8".BASE, 5/16-18 X 5/8"STUD- �AI I FD HEIGHT 14 j ... a series 100 Metal R0ot Base is free fr pilot hol rt --- ' ` 2)Attachom metal Shavings and esure area x 5/16"!a eta!roof base to ebris. • �', appropriate fastener screw) after with Her specific ion. to .; 3) Thread anon. Metal base ao�s° tarn�T ke care p onto Ensure c twist w to unsuremetal ap is fully seated tcap is tightened. 4)Attach F o base. ed. .. metal roof base Sato stud in p. 1. - Metal roofs corrosion, or with excessive ''~ evaluate story debris, r�® d for non factor Additional roofequate y coating should can be a sealantaealing surface be Metal Roof gaplied after tightening of recluired �w se to roof, if desired. the .. i � desired. - if ��- a pilot hole is found, ►mmediafie�rl d a roofing seal sea/ and a rafter is po ant to pilot hoi not -Alwnat over tightevoid water doe with and ays wear fall n Hardware, mage. safety gear. protection - Snap/V ask to heip conf. as ea suite of design be an accurate and pV ' too,, visit us at:cc nd fast instal/rnstaliation to �^`wW.SnapNrack.c0rn ease Required Tools: Dimensioned • Hammer or Stud Finder Assembly Drill with 1/8 inch Pilotbrill Bit Roof Sealant Torque Driver with Bit Adapter 1/2 inch Socket Wrench Materials included in Series 10.0 Straddle Block: (1) SnapNrack Corrugated Straddle Block Other Materials Required: 4-1/2" + G) (1)SnapNrack L-Foot Assembly 0 (1) 5/16in Lag Screw 3 Q3 .(1) 5/16-in Washer *Up.To 1" Leveling 03 i �. Tek Screw For Steel Roofing,Members; 0 Lag Screw For Wooden-Rafters. . . O Ift Dimensioned -Corrugated Block 2 D 378"- ® O • ti �- 2-3/8'--� 3 Technical Corragated Block Data: When To Material 6000 Series Heat Use: Corrugated Treated Aluminum Metal Roof. Color C««lass 2 Anodized Finish *Near Finish Available Weight 0.3 LBS Design Uplift Load 200 LBS Uplift Design Ultimate Load 1000 LBS Uplift 16. . r - - 1 Series 700 Corrugated g1oc fi `1 /_ K iq r ;J4 1) LOCat l Si.11� ' ►, a the the deckin rafter under)the screws. eath Of the roof b under The rafter liesY locating neathe the screws. directly 2) Drill a pilot material into hole throu the lag bolt the rafter to gh the roofing • portion of will be locate ensure that —' not the rafter. d into a ;�-- found the If the raft Soria immediately witherol the pilot hoee is ' 3) Apply ofrng sea l ant. dire tl roofing s ea/ant lag to y our° the pilot hole and ens Water 4)Attachtight seal. ` rfOot usig a Corrugated BIo ck appropriate Ia 16"1 h bolt (Ty with g with p) the rembafter tere Ti of ,»I minima ghten lag shank into S) Ti g bolt to seat. ghten L-fo . hardware to 1f l assembly silver 76 ft-Ibs 7`G}r�, S aPNrac �.+..., only be used engineered s an hard with SnapNrystems should ware An ack May voi Y alternate a components calculations C uld becomwarrante and str pplication f C1 me i uctural nvalid. RUUD of ho►e found, immede is drilled and rsofrng sealant to seal pilot hole with is not A/wnot over tighten havoi water damage. and sa ety gearall protec�onare. mage. SnapNrack to help a cconf, has a suite �of be an pure your design tools visit us urat 'nstailation to at: wwwSndafast N aicktaoimplease ® Required Tools:l Hammer or Stud Finder Roof Marking Crayon) p Drill with 1/8.inch Pilot Roof Sealant Torque Driver with Bit Adapter 1/'2 inch Socket Wrench - o, Materials Included in Series 100 5 -15°' Tilt Kit: Q 0 (2) 5/16in- 18 X 3/4in SS HCS Bolt © (2) SnapNrack Standoff Base ® (2).SnapNrack'Standoff Shaft . O (2) SnapNrack Standoff Clamp © (4) 5/16in SS SplitjLock-Washer - (2) 5/16in = 18 X 2in SS HCS'BoIt When To Use:. O (2) 5/16in - 18 Flat Hex Nut . Flat Roof Applications . 0 (2) 5/16in - 18 lin SS HCS Bolt ip O (2) SnapNrack L Foot Other Materials Required: D (2) 5/16in Lag Screw, OO (2) 5/16 Washer (2) Roof Cone Fla Things A Technical Standoff Data: I, . Material 6000 Series Heat Treated Aluminum C«olor bass 2 Anodized Finish C«le'ar Finish Avai4able Weight 5.5" Shaft = 0.4 LBS 7" Shaft = 0.5 LBS 8.5" Shaft = 0.6 LBS Design Ulpliifit Load 20© LBS Uplift Design Ultimate Load 1600 LBS Uplift Dimensioned �4issernbly Dimensioned Standoff Clarr>tp II iR06" 2" R0.5 „ VARIES R 0:375" L j id i ' 1—I 3-1%2". .I . . 18 Series 700 ' 5O��so T"t Mount 1, te the raf \ ; r r $ decking of ter under i` if.i roof surface with of aY tap Bath the 2) Drill comer. g the material pilot hole thro the 1a a/into the rafter to ensure roofing • porting o1 it will be loca • not the rafter ted intora that If the rafter isolid nand then Seal the • . _ immediately with r pilot hole e ., ` � of Apply roofing scald g sealant. ase sea/ant the hole to ensure a Water' i Onto the prom 4 tight seal. of "~- a S%16aeh the -foot _ •,�r ,�,� ,t embe lag bolt and base with fJ rafter.d ghtenfLa9 bloshank nto Olt to attsea the �.r 5) Next t. and ac to the Set the cone flashindOff to the base the standoff and e • • surface. directly a Y sliding it over. and attachm Use all necessary it to ent e all n essary scald the • • 6) Attach the methods for flashing is • it over Stan Q the doff desir Y sliding F ' to the Standoff shaftlamp b n silver hardware height and Adjust n it g black hardware to 916 ft-lbs and fobs, only b Nrack engineered and e used kith sYste 4; ' J - :'�r ma hardware, SnapNrack cos Should '`— r Y void the Any alternate components calculations couja antY and str application ctur j} i- �,,�� ecorrie invalid. al t found lint hole is drilled roofing Is Sea, and a rafter `' is Always ovea tighten avoid �aterhdama-qe. t Fear hardware ge and safety gear, protection x` rIDU SnapNrack ha'u`� to oe help configured Suite of design an accurate Your PV instag tioo�to visit us at: ww and fast instal/ wSnaPNrack., lease • Required Tools: Hammer Roof Marking Crayon' Drill with 1/8 inch Pilot Roof Sealant :Torque Driver with Bit Adapte 1/2 inch Socket Wrench SnapNrack Tool o , 'Materials Included In. eries 100 100-450- Tilt Kit: ® � O (4) 5/16in- 18 X.lin SS HCS olt. �. (2) SnapNrack Standoff Ba e 0 (2) SnapNrack Standoff Shz ft 0:(2) SnapNrack Standoff Cla np, 0 (5) 5/16in SS Split f Lock Wac her O. (5), 5/16inX3/4in SS HCS Bo t 0 (1) 5/16in - 18 SS Flat'Hex Nut . 0. (2) 5/16in.X 3/4in SS.Flat O (2) SnapNrack L Foot 0 z G: (4) SnapNrack Channel Nut Other Materials Requi ed: o O (2) Spare Standard Rail 0_ O (2) 5/16in Lag Screw O (2) 5/16.Washer .(2) Roof .Cone Flashing Technical Standoff Da a _ ® - Material 6000 Series Heat Treated Aluminum When To .Use:.' Color C««lass 2 Anodized Finish Flat Roof Applications C«lear Finish Available Design Uplift Load 200 LBS Uplift Design Ultimate Load 1000 LBS Uplift Dimensioned Assembly Dimensioned Standoff Clamp. R 0.6" 2". R 0:5" .. . . I' VARIES 20 Series ipp r V 140 '4S° T M °ant Oca e the r ^•�^ ",j , ,. . decking of the after underneat 5!I ,J j • roof surface rOOF by tappin h the e with a hammer. g the 2) Drill a pilot hal 3 — material i e thro ,. the lag bolt the rafter to h the roofing r _ portion of will be locat ensure that ` not found the rafter. If the into a solid 'mmediately withal the rafter is 3 Pilot sea/ant. _ ) Apply roof- he g sealant to hole to ens and directly onto the bottom are a water F 4) Attach tight eale pilot ch the standoff a 5/16" ndoff base lag bolt " , • embedment of and a minima ith rafter. 2 /" m f S) Ne Tighten Lag bog to sea�nto the xt attac x I q~ and sett h the stan ' r the standoe cone flashi doff to the base roof surface and directly a y sliding it o and at Use all pp/yin over tachmen ar a it to the l t metho s for flashing. Attach fibs methods nts -� .6)fi s °ver the standoff standoff cla to the the ndoff shaft 'np by sliding Silver hardwareed height and Adjust it g black hard to 7p- tighten 7 are � 16 ��sbs and tQ 9 ft- I )Attach the then tighte scrap rail a 7 9f ftlbs and b�wk hardware to doles lbs. Rem a hardware to �- { S) Use e tilt tool. Support the to pNrack tilt tool Page 36 for in t ail in place {sea ctions.) t SnapNrack Only be engineered -'-- _ mad hardwarrewAn ith SnapNrackecas should y void the y alternate mponents - - calculations couarranty and st application 4 d beCOmQ invalidural p w��t" found imt hole is drilled roof, mediate) and a rafter is I - DO not ea/ant tO av sea'Pilot hole with not r - Always we tighten hard' ter damage. r�,,� and ear fall dware, ` - rr "�1 safety gear, protection I J nm i S ire,a9c, to napNrack has a suite be help configures Of design visit us Your PV . of WW and fas install a tlon to w.SnapNrack.comPl ease Required Tools Torque Driver with Bit Adapter 1/2 inch Socket Wrench Materials .includied. In Series 100 Seam, Clamp Kit: . ® (1) 5/16in - 18 X lin SS HCS Bolt When To Use: ® (1) 5/16in SS Split Lock Washer Standing Metal Seam ©® ® :(1) SnapNrack Searm.Clamp Insert O (1) SnapNrack Seam Clamp.Cam That The Seam Clamp ® Q (1) SnapNrack Seam Clamp Base Fits Over, Not Limted'To . m Dimensioned A{semhiy With The.Table To The Right L-Foot: 1 Dimensioned Standard Seam Clamp 4 . i . 1-1/2 1-1/2" Materials Included In Series 100 Wide Seam Clamp Kit: ©(1) 5/16in -.18 X tin SS HCS Bolt ®� ®(1) 5/16in SS Split Lock Washer ®. ©(1) SnapNrack Seam Clamp Insert a.. . . 0;(1) SnapNrack Seam Clamp Cam. Q(1) SnapNrack.Seam Clamp Wide.Base . 'Dimensioned Wide Seat„ :f"n-M o . . Dimensioned Assembly i� With.L-Foot i I^ • Technical Seam Clamp Data; 4iw 2 Material 6000 Series Heat Treated Aluminum C«olor e!lass 2 Anodized 1111inishCC* :—*, Clear Finish Available Design Uplift Load 200 LBS Uplift Design Ultimate Load Varies by Seam C-Test Results I„ _ 22 p SeamExam Example. ttain ng Sea MANUFACTURER PANEL NAME CLAMP - AEP -Design Span HP'.----------- Standard Base -AEP Span-Lok'. Widea Baie -American Buildings- anding Seam 11 Standard Base Bekien ZL-24.Tripl6 Lock Wide Bas6. Berridge* Zee-Lock Wide Base Bor9a Tioga Standard Base -Butler.. MR-24. Standard Base -Custom Bilt Metals. -SL-1750: St.andard.Base' _Custom Bilt:Metals CB-2000•Sljh_gIe Lock Wid e Base Custom Bilf Metals' CB-*iOOO Double Lock Standard base Eveflast. Standard EVersearrf S andard Base Fabral, ThinSeam Standard Base Fabral Stdnd'N'Seam Standard Base'. Ma'sie.rcraft Metals Seam-L6c 1000 Wide Base Masteicraft'Metals-1.. :Seam-Loc 1500 Wide Base. Ma.stercra.ft Metals Seam-Loc wob, Wide Base MBCI Double-Lok Standard Base MBCf -SuperLok Standard Base MBCI L'6kSeain w idO Base MBCI,­ Ultra"rDek Standard Base MBCl- BattenLok:, - Wide Baie y mistprCok FS Standard B I&EIro n r as e McElroy. Maxima: Wide Base- Merchant&Evans Zip-Lok Single Lock Standard. Base 'Merchant&Eyans Zlp=Lok Double Lock- Standard Base Metal Sales'. -.MagnaLoc: Wide Ba'se' Metal Sales Vertical Seam Standard Base ..Nucor &R Vise Lock Wide Base'- Nucor VR-16 11,VIse Lock Wide Base • .VP Buildings' SSR -S.tand.6rd Base- Whirlwind Super-Searn 11 Standard Base 1)Assemble seam clamp 2) Attach seam clamp -)'Tighten.hardware - Tzk m • Required Tools: Level String Line or SparelRail x Pitch Meter 1/2in Socket Wrench <`?;• 5/Mn Allen Key Torque Wrench Materials Needed to Install .and Level Rails: ®. SnapNrack Standard Rail " © SnapNrack Splices ® 1" SnapNrack Standoff Spacers . O 5/16" -18.X 1" Fully Threaded Set Screw ® Pre installed SnapNrack Roof Attachments (L=F.00t Or Standoff) O . .WNN p Standard Rail Profile Technical Rail Data: i Material 6000 Series Heat Treated Aluminum 2-1/2": Color C«lass 2 Anodized Finish Clear and Black Finish Available Weight 0.75: LBS/FT Max Span Span C««hart I i'1/2 +1 Technical Rail Splice Data Rail Splice Profile Material 6000 Series Heat Treated Aluminum C«olor C«lass 2 Anodi-zed Finish C«tear a jnj_dj I Blac-k Finish Available 1.-1/2" Weight 0.64,LBS a4� Recomm. 1/8" Gap Between Rails �L 1-3/4" F �` - 24 e series 100 Rails and C.eve/in9► b all of the r Jr , ( -(v7r`;a",Y snappin ails into th 1IJ Conne t channel of the e/ nuts into hments to multiple le standard r ' end with the Sn n9ths of rail end I. ' 2) Fina apNrack splice, • the hi att of the 9hest point to°f and set thatChment point the lusta ,,,,...--►...."`'- � ����}�;,, _ the bottorp ra°�'eStheni e attachment °°f Y ti °f arr el a°d ue sif�ver has g attachment the black hardar e to �o 10 16f tb points. 3) Using9 ft-ibs. ' From the a string line the tontrairl rail to the to r rails run f f pitc arr then set the p rail and ,; rail. Add lev aY by adjustin desired eling spacers if nee he top 4) Levef t aed. • line ao he top rail b pitch over the length °moving the stria n ��.....�....e.,, S the entire length rail, snatching string the re of the array,9 �-- I. rem rails rail. Add leveling °rking °ut from the evelin9 spacers°m the mid. � ers if die dw 6) Tighten all racking needed. all black lver hardware ardwata 1p 16 fare torque re to 7-9 t-lbs and ft-lbs. -. I• • - Sn V a ck only be ra engineered x;. ' � • - and hardused �"ith sna systems sho uld may voiware' 4nY alte�rack cornpone •• . _ calculations cWar ant Hate applica nts .. do Y and structural n • - become invalid. - If a pilot hole 011��", ;�'•!"'� found i e is drilled 'i°o mmediatel and a r roofi �,,� fir'+• �z+� / ng sealant Y seal pilot after is not D° not over tO avoid water hole with�� and Always esty geeara,t p othardware a td naredarnage. napNrack a: -.. , has a suite of be help c nfigure P desi too/ accurate your V i install to visit us at: w�,�,w s a fast install to napNra.kwr'nPlease C S51 Required Tools: CO 1/2 inch Socket Wrench Torque Wrench {{ I Materials Needed to Install Mid and End Clamps: O Pre-Installed SnapNrack Roof Attachments ". ® Pre Installed SnapNrack Rails © SnapNrack-Mid Clamp Assemblies ao O.SnapNrack End Clamp:Assemblies PV Modules 0. O (lj 5/16in - 18 X 2.1/mhly Mid Clamp Assembly SS HCS Bolt ®.0) 5/16in SS Split Lock Washer ® (1) SnapNrack Mid(Clamp- .0 (1) 5/16in.- 18 SnapNrack-Channel Nut Adjustable End Clamp.Assembl.y ® .(1) 5/16in - 18 2x3/4in SS HCS Bolt ® ®.(1)S/16in SS Split Lock Washer . (1_) S:napNrack Self Adjusting_Top O (1) SnapNrack Self Adjusting Bottom- ® (1) 5/16in - 18 SnapNrack'Channel Nut o O O o ®; lJniversal. End Cl amp Assembly: . ®_.(1) 5/16in - 18 X 1.1/2in SS HCS Bolt ® (1) 5/16in X 3/4in SS Flat Washer ® (1) SnapNrack Universal Wedge O (1) SnapNrack Universal Wave . . ® . 0 26 • • " series 700 Attaching Moau IeS �.ti µ Q ' ` 1 • • �' na Nrack Mi Cla m Snap the Mid clamPreassebl channel op s channel ntecy SnapNrack 2) Slide the - rail. into the top Mid ove�theulewith the top clamp flush to the the Other the n�x9e of the mode mid clarrrp other t moduleModule sid flush Iv r en hardware rd ciarnp, black hardware to 1 torque • hardware a-i6 ft--lbs and j • Sn"— _rac e to 9 ft-ibs. F *° . • • 1) S k Ad"ustable End C/a nap the r m adjustable p eassembled S into end clamna 2) SI de t op channel�s channel nut ornck to the he adjusta the rail. • . oft edge of the adjustable end clalivm • s.blc he top of module p Flush top of the the end clampWith the li ) TOf he end a duel Band lip f theOve bottom the p 3 Tighten harm under the bottom • black hardware ware, torque module. • hard, 10-16 4) Install rubber are end 9 ft tbs. and � lbs. Sna Nrack U cap to finish. r 1) Slide thenrversal End Clam end cla Preassem • _ J 2) Lift the Into the enajed universal universal module and of the rail. module far clamp under the the b enough to the : �;_• i • 3} Use them edge of the ass the lip of end c/a pull tab to module, fi� M 4) Hol mp tight to pull the uhiv d and ti the end of ersal end clamp to ghten the univ the rail. ` 4 r r,, install rubber eod 16 ft-1bS. Theal + jfi' cap to finish n f ' SnapNrack �`'`�~_ � - • aond h�eawed wi h Snaed systems should f may void tare. AnY alter Ick compo calcul Of t e Waonsrranty an ate applicationts �n n could becom d structural n rj V�c`�G'utl e invalid, Do Always°Near fa hten hardware 1 r L0II t Protectionand safety gear help conFigurea Suite of design tools is an accurate and fast - instal/at. us at; fast inst tI°n to �''ww.SnapNrack,corn Please SReiquired Tool When To Use: Wire,Cutters To Prevent • Under-The Array CrPliers . On �S! - - , o-o .-• e Screen,. �nwyp,w�4 �� Technical Edge Screen, Data: Screen Material Galvanized Steel 1/2" Mesh Weight • : • - Material Galvanized Spring Steel L^ O o ra o . f�iBGg o Weight 0.16 LBS MODULE FRAME VP6 28 � ❑ I `l d • • series . Edge Screen 1 f. c ip aps d e SnaPNrack �a Clip wj° vi doWns ally see tO the edge ge en �14 ra will need to Which note °f the be z) Using broken off at the cli g pliers br 9 the the d at eak appropriate length, screen 3) Clip the ed • . � en the undersideedge of sere area that the edgeh$ mOdlu es around lip on • 4) gttach Green Will be i nd the installs nstalled- d clihe screen to the Clips continuing around thee,tireeae steps on he �i'4rty;t rray 1 na �. on1Y be rack engineer and har used with Sn engineered systems may dWare. apNrack co should Y void the nY alternate mPonents calculations coedaet nand e appureltio '. . 4 , . ., me Invalid. Pilo -4 "'. , ' _ found, Immeae is drilled and roofing se ately seal a rafter is not ovelant tO void wllot hole with not A►wa tights ater dam N. - > �-�_,�. �,} ! and safety s Wear fall n hard Ware age. _ ety gear. Protection or, is � � �'�, � SnapNra Y to help ck has a suite esi configure of d be an accurate Your pVan . gin tools visit us at, d fast ` Installation to WWW'SnaptV rack tnscomPlease • • Required Tools Chop,Saw or Reciprocating Saw Materials Included In Series 100 Wire (Management: O (1) ShapNrack Rail Cover i Technical Rail Cover Data.,- Material F6OO Series Heat ted Aluminum C«olor C««lass 2 Anodized Finish C«lear Finish Available Weight 0.155 LBS/FT I i When To Use: For Any Exposed Conductors .To Sunlight That Are Not Approved In UV Light i Dimensioned Rail Cover 4W IW 77-7 30 . �`_`� • Series 10 O Wire `. Man a Wi anti x! r Metaasure t' `(`'•`l ,J 1;i5'i- , + /� cover th e len th Of r lengths of rail cove d. SnapN ack Nrack rail 2) C are 48 inches andard Cut the rail cover to length. 3) place all elect bottom of rical conductors in the 4) Snap clear the rail • � all rail cov cover. . c°nductors inside ofch channel. stnapNrack Rail C ov to hie re/lace once installed. to designed t blade scr°ecated or remolVed. If it needs w driverto remove. use a flat move. SnapNrack ' ar�lY be use with systems ,° }' d hardware h SnapNrack ms should may void tare. Any alternate a om calc he warrant cation s ulations pplication could become istructural nvalid. If a pilot found immede is drilled and roofing Do sealant to Ia seal pilot hole rafter is not Always notover tighten /d water dama with f, and sa ety Wear proteeti hare. ge. bpi, - Sna ck has be he pnconf. e Your of design visit us an at urate and fast pV installat ooato �`"ww.SnapNracktcorn ease Required Tools . 1/2 inch Socket Wrench ' Materials Included In Series 100 Micro Inverter Attachment Kit: ®. 0) 1.501n, X 0.328 in.X 0.187.in SS Fend er.Washer ® (1) Snapnrack.Chan, nel Nut 5/161n-18 0. (1) 5/161h - 18 X 11h Ss Hcs Bolt. O (1) 5/161n Ss Split-Lock Washer A (1) Wiley WEEB-P ' C Grounding Washer:For Snapnrack Rail a o Use: ®. If Mrter Has An ent Tab p � � USTAB Body Micro Inverters May Have Separate Grounding And Will Not require a WEEB p. Dimensioned Assembly 1-10" 32 Series 100 r!- Micro� . . in qua hment tt { ti t attach p the SnapNr ,R ,r desireament kit charm k micro inverter ,k a► micro inverter °a the el nut into the '� `� ♦'i► 2) Place nverter will behinstall where ere the WESSa nut so that the Over the B • • 3) are °p the outilael o ges on the • Attach t he rail. _ hecro it bol on t the m,c o nveY inverter to the • Y be removed awash d thers maY nteedhment ` `I) Tighten hen replaced, to n har hardware to 1p 6 r ibs. torque silver t.> d .V% Via,• x� :. `r only b Nr ck engin and harae ed with Snaed systems should may void tare' AI alteNrack compon " ents calculations could betcoand St uppli ajtion me invalid. - If Pilot art» �4r a 110 +_. found o/e is drilled roofing sln Immediately sl p,lo a rafter is not D° not over to avoid ,,, hole with Always yveartighten hardw r damage. and Safety fall protecti are. gear. on Al t h apNrack has = . he/0 confi a suite of design}1 !, pure your tools ? be us accurate PV install at: www s a,oNra fast icktc ll. pltion to om ease i Required Tools: 00 Reciprocating Saw • Materials Included In.Series 100 Rail when To Use: i .. UEC For Flush Rail Cut Cutting Tool and End Cap.: • ® (1) SnapNrack Rail.Cutting Tool ®. (1) SnapNrack Rubber End Cap • f UO 0 . -Dimensioned :Rail Cutting Tool Dimensioned.End Cap 1-1/2" 1l . 5 1-1/2 1. 1/2 2-1/2" 4.=1/2' - r . I 34 Series 100 pail En Cutling Too d Cap �, and _* l) Slid the rail and Cutting tool Over safely cover that thelace ted that the up end of cu Use the reci 9e of the module,lip is t off the end of eating saw to 3) Remove the rail. A • . � the cutting •m o) /nsert SnaPNra tool from the rail. l have a flush Finish rubber end c • h to the array. aP �zQ- SnaPNrack only be used engineered systems uld mady void the rewith gnY altervrack°mPone calculations co component and st aPPlicatio�is uid become invalid, nvalid. - Ira J ,c k a Pilot Y found im hole is drilled �` roofin mediate/y sel and a rafter is Do not to avoi pilot hole wit not ways Over tighten har'ate darna h y 4 =: and wear fall hardware 9e. afety gear Protection J�'i� SnaPNrac �u to k has " be he/t conf, ure ds a suite of desi a accura Your PV instalgjd tools visit us at: to and fast i ' t. to ww�'�`'SnaPNrack comPlease i Grounding Methods Include: SYSTEM OVERVIEW OWiley WEEB U.WEEN-Ph1Cw 6nnd /I Gel ar modules to module � ®Lay-in Lug mcunUng rd ®Wiley Bonding Jumper =WEEBs se: Approved i •. -Use V�EB BonFnp Jumper to'� �Y clecUicagy earrneclnMchanicully Ll-one WEEBL-8.7.—cably per ,�Lced ra:L^ rail to connect system to egmpment ground conductor i Wiley WEEB Notes: - Use only Wiley WEEBs made for SnapNrack rail with SnapNrack products -,Use. general purpose anti-sieze compound on all fastener.threads When using WEEBs = WEEBs are intended for single use only. Functionality will not be guaranteed if reused - Torque all WEEB hardware to 10 ft-lbs - Two WEEBs per module is the minimum amount i Dimensioned WEER Dimensioned Lay in Lug 3/41r , 1r � 1/ r 1/2" . .38" D i I-Dimensioned Bonding Jumper o �8rr i/s 36 Series 700 � �` `� • • Grow t nding l _ 1) include assemblythe Wiley W are needed f the mid clamps tithe to m grounded. at • • r 2) When --'� WBBB tabs ovler the edge place .MIC 3) Whensett, dge of the the place the og the clam rail. module EBB under p flush to 4) Ti to have a clear Placetotom edge off. Tighten all hardware to a ground. min of 10 ft-lbs. ' ` r 1) Us .r� '' -23 ing a 3/8"drill Wile e back sideof bit, drill a hole • Y Lay-in lg to aft rail for the 2) Place the ach to, attach t bolt through y t he La Olt luhole and 3) Tighten all hardwareassembly, 4) to grou to a ndin min slot and tight nbol co gto nauctor in too ft Ibs. 7 ft-Ib$, • 1) Usi eac • closh d f the drill1 brt, aril!a ho u e enough , Is to be bonded on NO, miler to reach each Wiley bonded _< h of t g I Pry _ 2) Place the hem. 9 holes bolt through 4 ` ) t ti +. .r\ Torque Fastenerh the bnine drilled --.: " 1 s to 10 ft-!bs g Jumper, rx SnapNrac • ` Only be used engineered and hard w d with Sna systems sho are, An PNrack Components may voi Y alternate ponents calculatonse°warranty and st application ° uctural bec i nlf me ' alid. , x- a pilot hole found, - Is drilled an i rpoing sealannt tolY seal pilot holfter is not ` Al not over ti avord water e with andwwear fall ardwaredamage. safety gear. Protection )k SnapNrac >t;t to be help confi has a suite of pure Your pU .design tools visit accurate and fast Instal/installation to at: wwwSnaPNrack Please Required Too.1s: Drill i� Measuring Tape 'Reciprocating Saw 1/2 inch Socket Wrench Materials Series r Z' (2) 5/16in Split • 0 (2) 4in Rail Cove�s With 3/8" Holes Drilled In Center sSnapNrack Channel Nut 5/16in Series • ,S • • 4; • '� Tilt •' • 3 5� TYP - � Installing The Assetribled Tilt Tool Hih.Tiltj • • • r� ❑o �li series e00-root High ? ,1 shallow, C stru t either a star ail to the �t ct Con iece °f ra �nstalie for grounds Of the panels beover. Cut two ?a f each rani c oles ensions ° rill h d►m 11 holes in length- � the parts. • priil 3AII channel nuts obtain all of nuts, nel nuts. t\No channel Into i two rats cu two split lock washers• two bolts, holes are drilled In nel nce 3/E 2) CJh ra�I, cover the olted to the rail so they can s id in to the rail. the covers and n be slid to n. -, can the dow The rail covers and tightened • • • " 9 correct positions a hardwar e 4) Lighten J MONT s should ered system onents Snap one comp " Nrac a Wgh SnapNr ate application °n\ be Any teand structural may Void the warran yorne mval�d• calculations could bec a rafter is not le6 and S�J ilot h°dia ely Iseai Pilo h d mag if a p . roe void Ovate fou fd g sealant t hten hardware ,oDO not°ver tfail protection �r-� Always Nearear. and safety g is ICE)Q� of design too Gt N�ck s a suitPV tio�sao µ ha installattO to hale cor`figure a Fast install. be an accurate c rate SnapNrack.com visit us Moo �(w(, (��)5 1 f-ou(%-) T,Ou, Po, t i 1 Jacqueline Boges From: Jacqueline Boges Sent: Thursday,June 11, 2020 9:07 AM To: Duke Energy(floridamunicipalities@duke-energy.com) Subject: RELEASE POWER Hello Jackie, City of Zephyrhills request power release for solar installation roof mount address 37120 Cullens Trail—by#62 . Acknowledgment of this email will be indication that the release was given and become part of the permit file . Thank you 1 Jackie Boges 813-780-0020 ext 3513 "A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed,a mere doctrine, but it is He Himself we have."Dwight L.Moody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately.