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885 SAILFISH DR - SOLR19-0005 ri'r''�'1�;� ELECTRICAL SOLAR PANEL PERMIT PERMIT NUMBER r CITY OF ATLANTIC BEACH SOLR19-0005 \, ISSUED: 1/31/2020 800 SEMINOLE ROAD 'A oil °'' ATLANTIC BEACH. FL 32233 EXPIRES: 7/29/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 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 permits required from other governmental entities such as water management districts, state agencies, or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 885 SAILFISH DR ELECTRICAL SOLAR PANEL ELECTRIC FOR SOLAR $14580.00 TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 171249 0000 ROYAL PALMS UNIT 01 COMPANY: ADDRESS: CITY: STATE: ZIP: SunWire 998 N Dean Circle Deltona Fl 32713 OWNER: ADDRESS: CITY: STATE: ZIP: EVANS MARY JO 885 SAILFISH DR ATLANTIC BEACH FL 32233 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. 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 RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT ELECTRICAL BASE FEE 455-0000-322-1000 0 $55.00 SOLAR COLLECTOR SYSTEM 455-0000-322-1000 0 $30.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $89.00 Issued Date: 1/31/2020 1 of 2 �' A� ELECTRICAL SOLAR PANEL PERMIT PERMIT NUMBER ', t CITY OF ATLANTIC BEACH SOLR19-0005 • r„ 800 SEMINOLE ROAD ISSUED: 1/31/2020 `'1119r ATLANTIC BEACH. FL 32233 EXPIRES: 7/29/2020 Issued Date: 1/31/2020 2 of 2 Building Permit Application Updated 10/9/18 City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY Phone: (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED. Job Address: 885 Sailfish Dr.Atlantic Beach, FL 32233 Permit Number: Legal Description 30-60 17-2S-29E ROYAL PALMS UNIT 1 LOT 31 BLK 6 RE#1712460000 Valuation of Work(Replacement Cost)$14,580 Heated/Cooled SF Non-Heated/Cooled • Class of Work: :New Addition ®Alteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ECommercial ®Residential • If an existing structure, is a fire sprinkler system installed?: ®Yes ❑No • Will tree(s) be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) ®No Describe in detail the type of work to be performed: PV Solar Installation. Installing 8.1 kW Florida Product Approval# for multiple products use product approval form Property Owner Information Name Mary Jo Evans Address 885 Sailfish Dr. City Atlantic Beach State FL Zip 32233 Phone 6506760800 E-Mail mjbob54@yahoo.com Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company ACHIPS CI COMPANY, INC Qualifying Agent R. Randy Aldridge Address 1955 W Grove Parkway#300 City Pleasant Grove State UT Zip 84062 Office Phone 801-996-7611 Job Site Contact Number State Certification/Registration # CGC1507290 E-mail Permitting@altaraysolar.com Architect Name& Phone# Jake Evans 801-996-7611 Engineer's Name&Phone# Vector Engineering 801-990-1775 Workers Compensation Insurer OR Ext Application is hereby made to obtain a permit to do the work and installations as inc commenced prior to the issuance of a permit and that all work will be performed to ��r� construction in this jurisdiction. I understand that a separate permit must be secures + S ,e ,--- .4.__.,c) WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS, and AIR CONDITIONERS,etc. _ permit,there may be additional restrictions applicable to this property that may be I there may be additional permits required from other governmental entities such as u f\., LIO f r` federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that 3C, applicable laws regulating construction and zoning. C (''°--2- ( C' ' _ Z6- 83 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTI( RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO 1 TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR RECCZRDIG YOUR NOTICE 0,0�VIME E ENT. �- re.--;,:....1 /�Y�/ /� r j nature Owner or Agent) ( ture of Contra or) Signed and swo to(or affirmed) before me this is day of Signed and sworn to (or affirmed) before me this lc day of SJ\v, , 7_v 1% , by /� .-a, °`SVwwS SQ\v, , ZoIC\ ,by Rosscky 9.-..00.0-. A1bc;afi w (Signature of Rotar ) `(Signa`tu�(Signature of Nctarv) , COURTNEY TURNER COURTNEY TURNER 3-t�. - Notary Public,Stara o}Utah - Notary Public,State of Utah �`�i ��, Commission M 705219 Commission M 705219 I j Personally Known OR) i`W ': My Commission Expires on ( ] Personally Known OR I';'`Nips• my Commission Enp;res on h�.Produced Identification_ "'` March 15,2023 I Produced Identification _— March 15,2023 Type of Identification: clup,rc L,rq.wStL Type of Identification: Dr',v-ors L;u.wSc- Electrical Permit Application -ALL INFORMATION 17 HIGHLIGHTED IN .'; City of Atlantic Beach Building Department GRAY IS REQUIRED. ,;' 800 Seminole Rd, Atlantic Beach, FL 32233 -'::? Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: e.,.) Qir/f,--acg JOB ADDRESS: 885 Salfish Drive, Atlantic Beach. FL 32233 PROJECT VALUE $ /7 ,,5 - C C JEA INFORMATION REQUIRED ON ALL PERMITS: -,( AMPS 2 `/I VOLTS / PHASE NEW SERVICE: ❑Overhead ❑Underground ❑Underground up Pole OResidential(Main)Service: ❑0-100 amps 0101-150amps 0151-200amps 0 amps tt of Meters Commercial (Main)Service: 00-100 amps 0101-150amps 0151-200amps ❑ amps OCT Service amps Conductor Type _____ Size._._..__ ❑Multi-Family(Main) Service: ❑0-100 amps 0101-150amps 0151-200amps 0 amps #of Unit Meters TEMPORARY POLE: _ amps • -- SERVICE UPGRADE: [-1 amps OCT Service amps [__I NEW FEEDER (ADDITIONS, ACCESSORY STRUCTURES, ETC.): L fli0(7 ,ir-pti DIDr•r;�, D?(0 iinrp5 E r"P', T E Service amps U ADDITIONS, REMODELS, REPAIRS, BUILD-OUTS,ACCESSORY STRUCTURES, ETC: Outlets/Switches: 0-30amps 31-100amps 101-200amps Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: 0-60amps 61-100amps Heat Circuits: # circuits @ ^kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS: D5wimming Pool Sign [Smoke Detectors (Qty) Qfransformers KVA ❑Motors HP f_ FIRE ALARM SYSTEM (Requires 3 sets of plans): Qtr volts/amps _ I REPAIRS/MISCELLANEOUS: ❑Replace Burnt/Damaged Meter Can ❑Safety Inspection OPanel Change DOH to UG Luther: updated 10/17/18 Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The perm does rot gii<e authority to v,olate the provisions of<iroi other state or local law regulation construction or the performance of construction. Owner Name: Mary Jo Evans Phone Number: Electrical Company: Jax Contracting dba SunWire office Phone: 0,':;''b-2"6' Co.Address. 998 N Dean Circle City: Deltona State• FLzip: 32738 License Holder: Joshua Scott Dionne State Certification/Registration q: EC13006841 Notarized Signature of License Holder 0 _ y`- (� , The foregoing instrument was acknowledged before is .,Lday of n 20 innthe 'State of Florida,County of IA (P.lq, Signal re o otary Public C_!'!!/. � 0� '44" ,,0 r+orary S O C Sure or Frond. Personally Known OR[ ) Produced Identification ! Claudil Ann Davis Type of Identification: r,„„,„ o Corwmss.on GG t9t to 1,j , / Ex ,resC1130i2022 . ri `Jrlr, , JJuin Cash Register Receipt Receipt Number TV 1 City of Atlantic Beach R11615 DESCRIPTION ACCOUNT I QTY I PAID PermitTRAK $89.00 SOLR19-0005 Address: 885 SAILFISH DR APN: 171249 0000 $89.00 ELECTRICAL $55.00 ELECTRICAL BASE FEE 455-0000-322-1000 0 $55.00 MECHANICAL $30.00 SOLAR COLLECTOR SYSTEM 455-0000-322-1000 0 $30.00 STATE SURCHARGES $4.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R11615 $89.00 Date Paid: Friday, January 31, 2020 Paid By: ACHIPS CI COMPANY, INC Cashier: LE Pay Method: CREDIT CARD 5 Printed: Friday,January 31, 2020 11:46 AM 1 of 1 1 Timm \ s CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 7/30/2019 Permit#: SOLR19-0004 Site Address: 885 SAILFISH DR Review Status: denied RE#: 171249 0000 Applicant: ACHIPS CI COMPANY, INC Property Owner: EVANS MARY JO Email: PERMITTING@ALTARAYSOLAR.COM Email: ; Phone: 8019609435 Phone: 6506760800 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. Permit application is incomplete, legal description blanks were not filled in. Return to the Building Department to complete application. 2. State Certification/Registration# was not given on permit application. Return to Building Department to complete application. 3. Please submit 2 copies of the JEA Approval of PV Solar System Documents for this project. Required to attain the permit. 4. NOC document needs to be recorded and submitted. 2 copies. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us 6riicq ? /PG/ 6)," "'Ve#1,-11 7.7 0.19 m l! Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN ~0:44" City of Atlantic Beach Building Department GRAY IS REQUIRED. ., 800 Seminole Rd, Atlantic Beach, FL 32233 ``n v Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: LRI " } ❑ Revision to Issued Permit OR ❑ Corrections to Comments Date: e1/cif 1 GI Project Address: SS S ,rk.,s UN_ Dr A 4 lei v 4-1C. &PGU 1., )— C.- Contractor/Contact Contractor/Contact Name: A-C/-i( C/ CC/_.I( i1 ) l(1C Contact Phone: qt.0 1-1/7 C/O2ag Email: .20 A 1 cw1 SOki •LC r--,N Description of Proposed Revision/Corrections: C .Q1,�-LeA perrva ajev(tca:_tor, I ��,,��,,� J E ' Arrgstw poc t cAn eSU1/4-6 ,t 2e c it)OC I °AIWA( J ( v-1 .es affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f. to be added: • Will proposed revision/corrections add additional increase in building value to original submittal? (Pim ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: �� (Office Use Only) Approved -ISI Denied 11 Not Applicable to Department Permit Fee ' e$ se. 40,40 Revision/Plan Review Comments it/mss a d/.PVSP 1 cenc. p/l,n-r /llid /3-or r for 4,(. G cc., ei-,,Iri G, f Co* /ya c f j _ 8 P o vG4c, L icon Pt Cow/raefor&, Department Review Required: Building ng & f)-- Zoning Reviewed By Tree Administrator Public Works p Public Utilities -i 2- Public Safety Date Fire Services Updated 10/17/18 ;---: \i‘),,/,/,,,,, ��" CITY OF ATLANTIC BEACH '� }}iIIr 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 '�Ji31�/ BUILDING REVIEW COMMENTS Date: 9/12/2019 _ Permit#: SOLR19-0004 _ Site Address: 885 SAILFISH DR Review Status: Denied RE#: 171249 0000 Applicant: ACHIPS CI COMPANY, INC Property Owner: EVANS MARY JO Email: PERMITTING@ALTARAYSOLAR.COM Email: MJBOB54@YAHOO.COM Phone: 8019609435 Phone: 6506760800 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. Permit applications for solar installation needs to be corrected. Update the contact phone numbers, state certified contractor's license numbers for this job. 2. I am attaching a PDF for some guidelines for our jurisdiction/City of Atlantic Beach/City of Jacksonville/Duval County. Except for the license numbers and contact number, you are pretty much in line with what we are looking for. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us &mailer/ R-rv,etc/ 5 cJ -/2./q /AY Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which rIN- r City of Atlantic Beach APPLICATION NUMBER (1-rt �� Building Department (To be assigned by the Building Department.) r r� 800 Seminole Road , (L Rt I — o)(-)o 4.. I j_® Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 7 sr it y'' E-mail: building-dept@coab.us Date routed: z(: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 7 U �Sk D, int review required Yes No C I -Q Building Applicant: L-_ \PS l U,11, IP ning Tree Administrator Project: �\ r/ ,%LA.12- ..._ ,_.1, few\ Public Works Public Utilities . Public Safety Fire Services t Review fee $ Dept Signature ev0 X. Other Agency Review or Permit Required Review or Receipt Date 0 of Permit Verified By C, Florida Dept. of Environmental Protection Florida Dept. of Transportation C/ St. Johns River Water Management District O Army Corps of Engineers .� Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. [ DDenied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: 7 30 i 9' TREE ADMIN. Second Review: /Approved as revised. ❑Den d. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: t Date: D f[13[zcizc , FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE COPY Date: 6/21/2019 To whom it may concern. I R. Randy Aldridge, authorize Courtney Turner, Chancy Jones and Sco Clawson to pick up, drop off and pay for all applicaions. Should you have any quejns please feel free to contact me. Thank You, ,44 111 R. Randy Aldridge State of CN- f l A H County of DA(--1 This instrument was signed or acknowledged before me on ? :z_1 110 By K-.' `'i f\ i d n Cy - y` r COURTNEY TURNER Notary Signature �•; Notary Public, State of Utah f- Commission#705219 ,�� '�� My Commission Expires On -`�-w:5st..f' March 15,2023 ALIARAYAltaray Permitting<permitting@altaraysolar.com> JEA Solar Permit Approval #1714 - 885 SAILFISH DR - Evans, Mary Jo - Southern Florida Electrical 1 message Distributed Generation<distgen@jea.com> Fri, Mar 1,2019 at 11:34 AM To:Jimmy Douglas<jdouglas@coj.net>, Rick Taylor<rataylor@coj.net>,Ricky Smith<rickys@coj.net> Cc:"Permitting@altaraysolar.com"<Permitting@altaraysolar.com>,"mjbob54@yahoo.com"<mjbob54@yahoo.com>,"Gutierrez, Edgar A.-Manager Customer Solutions"<gutiea@jea.com>,"Lundeen,Timothy M.-Manager System Analysis"<lundtm@jea.com>, Distributed Generation <distgen@jea.com> This customer's PV system as submitted meets JEA's Distributed Generation(DG)system requirements. This project will be connected to JEA's grid in compliance with JEA's DG Policy, This is not a statement that the package of application documents is complete or approved. The contractor or home owner is required to submit a copy of the electrical permit when it is issued to complete the application package. The permit should be sent to distgen@jea.com Premises EVANS,MARY JO 6506760800 885 SAILFISH DR Jacksonville 32223 Account 7848059357 Contractor—Southern Florida Electrical PO Box 623004 Oviedo, FL 32762 (801)960-9435 Permitting@altaraysolar.com PV system information from the Application 27 panels 8.1kW No battery Dennis Fleming JEA DSM Coordinator 21 West Church St.T-12 Jacksonville. FL 32202-3139 Direct 904-665-7077 fax 904-665-7386 flemdj@JEA.com Florida has a very broad Public Records Law.Virtually all written communications to or from State and Local Officials and employees are public records available to the public and media upon request.Any email sent to or from JEA's system may be considered a public record and subject to disclosure under Florida's Public Records Laws.Any information deemed confidential and exempt from Florida's Public Records Laws should be clearly marked.Under Florida law,e-mail addresses are public records. If you do not want your e-mail address released in response to a public- records request,do not send electronic mail to this entity. Instead,contact JEA by phone or in writing. OFFICE COPY Page 2 Southern-Owners Ins.Co. Issued 12-04-, AGENCY EWING BLACKWELDER&DUCE INSURANCE INC Company POLICY NUMBER 112382-72738483-, 12-0363-00 MKT TERR 051 Bill 72-23-FL-110. INSURED ACHIPS Cl COMPANY INC Term 02-01-2018 to 02-01-2019 55040(11-87) • <::•:><:�:.-�:is•z:::;:; ;:;:.: :.:;;;.;" ....:;;:.:::.;.:;COMMERCIAL;(3 :.. V. >: :::::.:::':''.•.:` '.,.'.":.:.::.:.:.... . ENER 4L Lt!?EBttfi�CO.. E1 .:. :..:, COVERAGE LIMITS OF INSURANCE General Aggregate $300,000 (Other Than Products-Completed Operations) Products-Completed Operations Aggregate $300,000 Personal Injury And Advertising Injury $300,000 Each Occurrence $300,000 Damage to Premises Rented to You (Fire Damage) $50,000 Any One Premises Medical Payments $5,000 Any One Person Twice the"General Aggregate Limit",shown above,is provided at no additional charge for each 12 month period in accordance with form 55300. AUDIT TYPE: Annual Audit Forms that apply to this coverage: 59351 (01-15) 55146 (06-04) 55189 (09-04) 55238 (06-04) 55371 (01-07) CG2224 (11-85) 55296 (09-09) 55300 (07-05) 1L0017 (11-85) 55531 (06-11) CG0220 (03-12) 55513 (11-11) IL0021 (07-02) 55592 (02-14) 55637 (09-14) 55719 (11-15) 55718 (11-15) ,.... i;:<_:;a=;cJL>;;:. :.:>:;.;.::;.::;;'-�::;.:::.::. - .:i;.y�[Fr1::::::;:;:::;::;::::;f>::'[<:C:;::;• ..:::.��::;:=�.>:.>;:>:::;::::.................................... ,..:.:•:........:.::::. .: ::<�;.�:>;.><>:::�::: ::�:::.::::;<.>::>:.»�> :::�.> Location: 28 Nottingham Way, Haines City, FL 33844-9715 Territory: 006 County: Polk CLASSIFICATION CODE SUBLINE PREMIUM BASIS RATE PREMIUM Contractors-Subcontracted Work-In Connection With 91581 Total Costs Each 1000 Construction, Reconstruction, Erection Or Repair-Not Prem/Op If Any 1.111 Included Buildings Prod/Comp Op If Any 2.657 , Included Inspection And Appraisal Companies-Inspecting For 96317 Payroll Each 1000 Insurance Or Valuation Purposes Prem/Op $16,700 11.507 $192.00 Prod/Comp Op $16,700 .164 $3.00 COMMERCIAL GENERAL LIABILITY COVERAGE-LOCATION 0001 SUMMARY PREMIUM TERRORISM-CERTIFIED ACTS SEE FORM:59351 EXCLUDED LOCATION 0001 $196.00 _; VECTOR .. Ell G I rl E E R S VSE Project Number:U2371-0610-191 • February 11,2019 AltaRay Solar ATTENTION:Carlos Puerto 1055 S 1675 W Orem,UT 84058 REFERENCE: Mary Jo Evans Residence: 885 Sailfish Drive East,Atlantic Beach,FL 32233 Solar Array Installation To Whom It May Concern: Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. Design Parameters Code:Florida Building Code,2017 Edition(2015 IBC) Design wind speed for risk category II structures: 129 mph (3-sec gust)per ASCE 7-10 Ground snow load: 0 psf Existing Roof Structure Roof structure:2x4 manufactured trusses @ 24"O.C. Roofing material:composite shingles Conclusions Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation. In the area of the solar array, other live loads will not be present or will be greatly reduced(2017 FBC, Section 1607.12.5). The gravity loads in the area of the solar array are decreased; thus, the stresses of the structural elements are decreased. Therefore,the requirements of Section 807.4 of the 21,44.41E4TC are met and the structure is permitted to remain unaltered. 2o.r7 Ff3G -EkiS�i is The solar array will be flush-mounted(no more than 6" above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. Because the increase in lateral forces is less than 10%,this addition meets the requirements of the exception in Section 807.5 of the 2015 IEBC.Thus the existing lateral force resisting system is permitted to remain unaltered. 651 W. Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/ F (801) 990-1776/www.vectorse.com VSE Project Number: U2371-0610-191 Mary Jo Evans Residence VECTOR 2'11'2019 E fl G I fl E E R S Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor shall notify Vector Structural Engineering, LLC should any damage,deterioration or discrepancies between the as-built condition of the structure and the condition described in this letter be found. Connections to existing roof framing must be staggered, except at array ends,so as not to overload any existing structural member. The use of solar panel support span tables provided by others is allowed only where the building type,site conditions, site-specific design parameters, and solar panel configuration match the description of the span tables.The design of the solar panel racking(mounts,rails,etc.),and electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. VECTOR STRUCTURAL ENGINEERING,LLC FL Firm License:COA 26626 ��►►►►►1 PR 111��4i 0. fie.• No 74277 •;*2 • Digitally signed . • • 66 by Jacob S 2 *: * • opProc • Jacob S Proctor Datetor :13% ST AT E QF �•�� 2019.02.11 .10 0%% R� int:�`_`4 14:06:12-07'00' \:4••,.4.••• f . •t.C1 ��, roi �O P ' tiattity- This item has been electronically signed and 02/11/2019 sealed using a Digital Signature. Jacob Proctor,P.E. Printed copies of this document are not considered signed and sealed and the signature FL License: 74277-Expires:02/28/2019 must be verified on any electronic copies. Project Engineer Enclosures JSP/yca 651 W. Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/ F (801) 990-1776/www.vectorse.com JOB NO.: U2371-0610-191 C E T O R SUBJECT: GRAVITY LOADS V E rl G I rl E E R S PROJECT: Mary Jo Evans Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD (D) pitch loading Roof Pitch/12 2.6 Composite Shingles 2.0 1.02 2.0 psf 1/2" Plywood 1.0 1.02 1.0 psf Framing 3.0 psf Insulation 0.5 psf 1/2" Gypsum CIg. 2.0 psf M, E & Misc 1.5 psf DL 10 psf PV Array DL 3 psf ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-10, Table 4-1 Roof Live Load With PV Array[psf] 0 2017 FBC, Section 1607.12.5 wi Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12]: 2.6 2.6 Roof Slope [01: 12 12 Snow Ground Load, pg [psf]: 0 0 ASCE 7-10, Section 7.2 Terrain Category: C C ASCE 7-10, Table 7-2 Exposure of Roof: Fully Exposed Fully Exposed ASCE 7-10, Table 7-2 Exposure Factor, Ce: 0.9 0.9 ASCE 7-10, Table 7-2 Thermal Factor, Ct: 1.1 1.1 ASCE 7-10, Table 7-3 Risk Category: II II ASCE 7-10, Table 1.5-1 Importance Factor, Is: 1.0 1.0 ASCE 7-10, Table 1.5-2 Flat Roof Snow Load, pf[psf]: 0 0 ASCE 7-10, Equation 7.3-1 Minimum Roof Snow Load, pm [psf]: 0 0 ASCE 7-10, Section 7.3.4 Unobstructed Slippery Surface? No No ASCE 7-10, Section 7.4 Slope Factor Figure: Figure 7-2b Figure 7-2b ASCE 7-10, Section 7.4 Roof Slope Factor, Cs: 1.00 1.00 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, ps [psf]: 0 0 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 0 0 i \ ECh1cDFEn O In E ER S SUBJECT: LOAD COMPARISON PROJECT: Mary Jo Evans Residence Summary of Loads Existing With PV Array D [psf] 10 13 Lr[psf] 20 0 S [psf] 0 0 Maximum Gravity Loads: Existing With PV Array D+ L1[psf] 30 13 ASCE 7-10, Section 2.4.1 D +S [psf] 10 13 ASCE 7-10, Section 2.4.1 Maximum Gravity Load [psf]: 30 13 Ratio Proposed Loading to Current Loading: 43% OK The gravity loads in the area of the solar array are decreased;thus,the stresses of the structural elements are decreased.Therefore,the requirements of Section 807.4 of the 2015 IEBC are met and the structure is permitted to remain unaltered. VECTOR E n G I Fl E E R S VSE Project Number:U2371-0610-191 February 11,2019 AltaRay Solar ATTENTION:Carlos Puerto 1055 S 1675 W Orem,UT 84058 REFERENCE: Mary Jo Evans Residence: 885 Sailfish Drive East,Atlantic Beach,FL 32233 Solar Array Installation To Whom It May Concern: Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. Design Parameters Code:Florida Building Code,2017 Edition(2015 IBC) Design wind speed for risk category II structures: 129 mph (3-sec gust)per ASCE 7-10 Ground snow load: 0 psf Existing Roof Structure Roof structure:2x4 manufactured trusses @ 24"O.C. Roofing material:composite shingles Conclusions Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. In the area of the solar array, other live loads will not be present or will be greatly reduced(2017 FBC, Section 1607.12.5). The gravity loads in the area of the solar array are decreased; thus, the stresses of the structural elements are decreased. Therefore,the requirements of Section 807.4 of the 2013.I£4C are met and the structure is permitted to remain unaltered. -20117 F(k. -dci y1fn S The solar array will be flush-mounted (no more than 6" above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. Because the increase in lateral forces is less than 10%,this addition meets the requirements of the exception in Section 807.5 of the 2015 IEBC.Thus the existing lateral force resisting system is permitted to remain unaltered. 651 W. Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F (801)990-1776/www.vectorse.com VSE Project Number: U2371-0610-191 Mary Jo Evans Residence VECTOR 2/11/2019 E rl G I rl E E R S Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor shall notify Vector Structural Engineering, LLC should any damage,deterioration or discrepancies between the as-built condition of the structure and the condition described in this letter be found. Connections to existing roof framing must be staggered, except at array ends, so as not to overload any existing structural member. The use of solar panel support span tables provided by others is allowed only where the building type, site conditions, site-specific design parameters, and solar panel configuration match the description of the span tables.The design of the solar panel racking(mounts,rails,etc.),and electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. VECTOR STRUCTURAL ENGINEERING,LLC FL Firm License:COA 26626 0111111a11j #�‘ S. PRO �Sg• 4:6(�0••\G E N S F•�•v'9 N� 74277 ;* Digitally signed • by Jacob S :▪ *: ProcJacob S Proctor Datetor ▪ •11 rA7E 2019.02.11 pais•. \�'•C7�2�,, OA 14:06:1207'00' *lip_F � ��` ON M:0 0`� Tem alit"- his item has been electronically signed and 02/11/2019 sealed using a Digital Signature. Jacob Proctor,P.E. Printed copies of this document are not considered signed and sealed and the signature FL License: 74277-Expires:02/28/2019 must be verified on any electronic copies. Project Engineer Enclosures JSP/yca 651 W. Galena Park Blvd.,Ste. 101./Draper, UT 84020/T(801) 990-1775/F (801) 990-1776/www.vectorse.com JOB NO.: U2371-0610-191 , / CT'O R SUBJECT: GRAVITY LOADS E rl O I rl E E R S PROJECT: Mary Jo Evans Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD (D) pitch loading Roof Pitch/12 2.6 Composite Shingles 2.0 1.02 2.0 psf 1/2" Plywood 1.0 1.02 1.0 psf Framing 3.0 psf Insulation 0.5 psf 1/2" Gypsum Clg. 2.0 psf M, E & Misc 1.5 psf DL 10 psf PV Array DL 3 psf ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-10, Table 4-1 Roof Live Load With PV Array [psf] 0 2017 FBC, Section 1607.12.5 w/ Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12]: 2.6 2.6 Roof Slope [0]: 12 12 Snow Ground Load, pg [psf]: 0 0 ASCE 7-10, Section 7.2 Terrain Category: C C _ASCE 7-10, Table 7-2 Exposure of Roof: Fully Exposed Fully Exposed ASCE 7-10, Table 7-2 Exposure Factor, Ce: 0.9 0.9 ASCE 7-10, Table 7-2 Thermal Factor, Ct: 1.1 1.1 ASCE 7-10, Table 7-3 Risk Category: II II ASCE 7-10, Table 1.5-1 Importance Factor, Is: 1.0 1.0 ASCE 7-10, Table 1.5-2 Flat Roof Snow Load, pf [psf]: 0 0 ASCE 7-10, Equation 7.3-1 Minimum Roof Snow Load, pm [psf]: 0 0 ASCE 7-10, Section 7.3.4 Unobstructed Slippery Surface? No No ASCE 7-10, Section 7.4 Slope Factor Figure: Figure 7-2b Figure 7-2b ASCE 7-10, Section 7.4 Roof Slope Factor, Cs: 1.00 1.00 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, ps [psf]: 0 0 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 0 0 JOB NO.: U2371-0610-191 \fETOR SUBJECT: LOAD COMPARISON PROJECT: Mary Jo Evans Residence Summary of Loads Existing With PV Array D [psf] 10 13 Lr[psf] 20 0 S [psf] 0 0 Maximum Gravity Loads: Existing With PV Array D+ Lr [psf] 30 13 ASCE 7-10, Section 2.4.1 D+S [psf] 10 13 ASCE 7-10, Section 2.4.1 Maximum Gravity Load [psf]: 30 13 Ratio Proposed Loading to Current Loading: 43% OK The gravity loads in the area of the solar array are decreased;thus,the stresses of the structural elements are decreased.Therefore, the requirements of Section 807.4 of the 2015 IEBC are met and the structure is permitted to remain unaltered. AlTARAYAltaray Permitting<permitting@altaraysolar.com> JEA Solar Permit Approval #1714 - 885 SAILFISH DR - Evans, Mary Jo - Southern Florida Electrical 1 message Distributed Generation<distgen@jea.com> Fri, Mar 1,2019 at 11:34 AM To:Jimmy Douglas<jdouglas@coj.net>, Rick Taylor<rataylor@coj.net>,Ricky Smith<rickys@coj.net> Cc:"Permitting@altaraysolar.com"<Permitting@altaraysolar.com>,"mjbob54@yahoo.com"<mjbob54@yahoo.com>,"Gutierrez, Edgar A.-Manager Customer Solutions"<gutiea@jea.com>,"Lundeen,Timothy M.-Manager System Analysis"<lundtm@jea.com>, Distributed Generation <distgen@jea.com> This customer's PV system as submitted meets JEA's Distributed Generation(DG)system requirements. This project will be connected to JEA's grid in compliance with JEA's DG Policy. This is not a statement that the package of application documents is complete or approved. The contractor or home owner is required to submit a copy of the electrical permit when it is issued to complete the application package. The permit should be sent to distgen@jea.corn Premises EVANS,MARY JO 6506760800 885 SAILFISH DR Jacksonville 32223 Account 7848059357 Contractor—Southern Florida Electrical PO Box 623004 Oviedo, FL 32762 (801)960-9435 Permitting@altaraysolar.com PV system information from the Application 27 panels 8.I kW No battery Dennis Fleming JEA DSM Coordinator 21 West Church St.T-12 Jacksonville. FL 32202-3139 Direct 904-665-7077 fax 904-665-7386 flemdj@JEA.com Florida has a very broad Public Records Law.Virtually all written communications to or from State and Local Officials and employees are public records available to the public and media upon request.Any email sent to or from JEA's system may be considered a public record and subject to disclosure under Florida's Public Records Laws.Any information deemed confidential and exempt from Florida's Public Records Laws should be clearly marked. Under Florida law,e-mail addresses are public records. If you do not want your e-mail address released in response to a public- records request,do not send electronic mail to this entity. Instead.contact JEA by phone or in writing. SAILFISH DRIVE tVANb RESIDENCE 885 SAILFISH DR ATLANTIC BEACH, FL 32233 UTILITY: JEA PHOTOVOLTAIC PROJECT INFO PV MODULE: (27) TRINA TSM 300DD05A.08(II) INVERTER: SOLAREDGE SE7600H-US 8.1 kW (DC) / 7.6 kW (AC) ARRAY AZIMUTH: 185° ARRAY TILT: 12° NEC 2014/ IRC 2015/ IBC 2015 L[A LTA ! lq 50LAP -� 767 AUTOMALLDRIVE, UNIT 1 AMERICAN FORK, UT 84003 (801) 960-9435 3' FIRECODE SETBACK COVER (N) TRINA TSM 300DD05A.08(II) PV MODULES STRING 1 ' I I 'MAX I I -- ----- ------ ----- ----- ------ ----- - I I - I I I I --- ----- ------------ ----- ------------ ----- I I --J I I I I (N) SNAPNRACK COMP SHINGLE —Y (N) SNAPN RACK 100 RAILS, MOUNTING POINTS YE�ECTOR MAX 2'-4" CANTILEVER PAST SUPPORT n 651 W. GALENA PARK BLV.], STE. 10 ] PH -E (BO 1) 990- 1 775 -PER, UTAH B4O20 WWW. VECTORSE.GOM VECTOR PROJECT #: U2371-0610-191 Vector Structural Engineenng has reviewed the existing structure with loading from the :polar array and lag screw connections to the existing framing. The design of the racking system, connections, and all other structure is by others. Electrical, mechanical, architectural, and all other nonstructural aspects of the design are by others. S PF 140 74277 •9 * . ,.. • • Cr i STAS — OF .• � e .. �..,�• O. This item has been electronically signed and sealed using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. STRING 2 hi..#oNti ..AW 02/11/2019 Digitally signed by Jacob S Jacob S Proctor Proctor Date: 2019.02.11 14:06:23-07'00' EVANS RESIDENCE 885 SAILFISH DR ATLANTIC BEACH, FL 32233 UTILITY: JEA PHOTOVOLTAIC PROJECT INFO PV MODULE: (27) TRINA TSM 300DD05A.08(II) INVERTER: SOLAREDGE SE760OH-US 8.1 kW (DC) / 7.6 kW (AC) ARRAY AZIMUTH: 185° ARRAY TILT: 12° NEC 2014/ IRC 2015/ IBC 2015 f \ / 1► Ri 5 0 L A 767 AUTOMALLDRIVE, UNIT 1 AMERICAN FORK, UT 84003 (801)960-9435 3' FIRECODE SETBACK ROOF LAYOUT PHOTOVOLTAIC MODULE FLASHING (1)5/1611( 18-8 SS LAG SC 2 1/2" MIN. EMBEDP n nf-%ni 11 r 12° �YEC`TOR n O I n E E R S 557 W. GALENA PARK S—, STE. IO1 PHONE (90 71 990-1 7'75 DRAPER, LITAH B402O WWW.'EGTORSE.COM VECTOR PROJECT #: U2371-0610-191 Vector Structural Engineering has reviewed the existing structure with loading from the solar array and lag screw connections to the existing framing. The design of the racking system, connections, and all other structure is by others. Electrical, mechanical, architectural, and all other nonstructural aspects of the design are by others. �,.`� sPAocr+,,AOR TRUSS ' No 74277 •� *•; • s • A * • • • • * :cc= w•O +r0 aF '� a' �� A Digitally signed by Jacob S Proctor Jacob S Proctor Date: 2019.02.11 14:06:39-07'00° err +� �, STv.: Q This item has been electronically signed and •0,p'•,A- ®A %Q � �N,�� sealed using a Digital Signature. yl1l °1••••••°•1 nted t are not $1 ®Nclcopies snS11onsideed signed endeaedand the signature 02/11/2019 Imust be verified on any electronic copies. EVANS RESIDENCE 885 SAILFISH DR ATLANTIC BEACH, FL 32233 UTILITY: JEA F'HU I OVOLTAIC PROJECT INFO PV MODULE: (27) TRINA TSM 300DD05A.08(II) NVERTER: SOLAREDGE SE760OH-US 8.1 kW (DC) / 7.6 kW (AC) ARRAY AZIMUTH: 185° ARRAY TILT: 12° NEC 2014/ IRC 2015/ IBC 2015 A LT/'�, 0 L ^.7. 767 AUTOMALLDRIVE, UNIT 1 AMERICAN FORK, UT 84003 (801) 960-9435 WEATHER LOADIN GROUND SNOW: 0 PSF WIND SPEED: 154 MPH EXPOSURE CATEGORY: C PV ARRAY: 2.75 PSF PRODUCTS: RAILS: SNAPNRACK 100 MOUNTS: SNAPNRACK COMP SHINGLE MISC: PER ASCE 7-10, SECTION 6.4.2.2 & FIG. 6-3 1 LAYER OF COMP SHINGLE ROOFING MOUNTING DETAIL SOLAREDGE(NEW) PV BREAKER SE=7600H-US INVERTER (NEW) JUNCTION BOX _ 60A 120/240V PV AC DISCONNECT PV MODULE 1 13 ••• 3 2 1 i I P320 OPTIMIZER I _ _ _ r--- ----------- --- --- PER MODULE I — ... — — _ III I 14 3 2 1 3/4" EMT (3) #8 THWN-2 m��--- (1) #10 THWN-2 GROUND II----------� (2) #12 CU PV WIRE L 3/11" EMT or MC (1) #6 BARE CU (2) #12 THWN-2 GROUND (1) #12 THWN-2 GROUND 'V MODULES - UL 1703 320WDC MANUFACTURER: TRINA 48VDC MODEL: TSM 30ODD05A.08(II) LECTRICAL SPECIFICATIONS MAX OUTPUT VOLTAGE RATED POWER OUTPUT @STC 30OW DPEN CIRCUIT VOLTAGE E (VOC) 40.OV vlAX POWER VOLTAGE 3HOR CURRENT (ISC) 9.94A vIAX POWER CURRENT (IMP) 9.37A ✓OC CORRECTION FACTOR (%/deg C) -0.39% ✓MP/PMP CORRECTION FACTOR -0.29% INVERTER - UL 1741 MANUFACTURER: SOLAREDGE MODEL : SE760OH-US ELECTRICAL SPECIFICATIONS MAX POWER OUTPUT 7600WAC NOMINAL VOLTAGE 240VAC EFFICIENCY 99% MAX INPUT VOLTAGE 480VDC MAX INPUT CURRENT 20ADC MAX OUTPUT CURRENT 32AAC NO MAIN OCPD REQUIRED ON EXISTING PANELBOARD. REFER TO NEC 408.36 (EXCEPTION 1) POWER OPTIMIZER - UL 1741 MANUFACTURER:SOLAREDGE MODEL: P320 ELECTRICAL SPECIFICATIONS I I I I I I (EXISTING) MLO 200A 1120/240V MAIN SERVICE PANEL 40A RATED INPUT DC POWER 320WDC MAX INPUT VOLTAGE 48VDC MAX INPUT CURRENT 13.75ADC MAX OUTPUT VOLTAGE 60VDC MAX OUTPUT CURRENT 15ADC J O JEA UTILITY METER PV MODULE COUNT: 27 SYSTEM SIZE (KW DC): 8.1 kW SYSTEM SIZE KW AC : 7.6kW TOTAL SYSTEM OUTPUT VOLTS: 240VAC TOTAL SYSTEM OUTPUT AMPS: 40AAC BUSBAR RATING: 200A MAIN BREAKER RATING: N/A EVANS RESIDENCE 885 SAILFISH DR ATLANTIC BEACH, FL 32233 UTILITY: JEA PHOTOVOLTAIC PROJECT INFO PV MODULE: (27) TRINA TSM 300DD05A.08(II) INVERTER: SOLAREDGE SE760OH-US 8.1 kW (DC) / 7.6 kW (AC) ARRAY AZIMUTH: 185° ARRAY TILT: 12° NEC 2014 / I RC 2015 / IBC 2015 ALTAR AY i SOLA R Jj 767 AUTOMALLDRIVE, UNIT 1 AMERICAN FORK, UT 84003 (801) 960-9435 ELECTRICAL SCHEMATIC 14 4 3„ 4 PHOTOVOLTAIC AC DISCONNECT 3 MAXIMUM AC OPERATING CURRENT OMINAL OPERATING AC VOLTAGE • • PANEL m RAPID SHUTDOWN DISCONNECT SWITCH • •' INVERTER DC DISCONNECT 6„ 4 Lem mwel 1 1 1" LOCATION: DC DISCONNECT NEC 690.56(C)v LABEL REQUIRED TO BE REFLECTIVE WITH VVHITE 3/8" CAPITALIZED LETTERING AND RED BACKGROUND LOCATION: CONDUIT EVERY 10' OR LESS 28" LOCATION: METER(S), BREAKER PANELS 4.1 ELECTRICAL SHOCK HAZARD THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED LOCATION: EMT ENCLOSURES, COMBINER BOXES, DC DISCONNECT, BREAKER PANELS PV SOLAR BREAKER DO NOT RELOCATE ,THIS OVERCURRENT DEVICE 4$' w!%mfirjlkl_wm TURN OFF PHOTOVOLTAIC 5 0*J LOCATION: EMT ENCLOSURES, COMBINER BOXES, BREAKER PANELS, MAIN SERVICE DISCONNECT 48 I! • ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION LOCATION: EMT ENCLOSURES, COMBINER BOXES, AC & DC DISCONNECTS, BREAKER PANELS, MAIN SERVICE DISCONNECT EVANS RESIDENCE 885 SAILFISH DR ATLANTIC BEACH, FL 32233 UTILITY: JEA PHOTOVOLTAIC PROJECT INFO PV MODULE: (27) TRINA TSM 300DD05A.08(II) INVERTER: SOLAREDGE SE760OH-US 8.1 kW (DC) / 7.6 kW (AC) ARRAY AZIMUTH: 185° ARRAY TILT: 12° NEC 2014/ IRC 2015/ IBC 2015 \ ! O SOLRAY 767 AUTOMALLDRIVE, UNIT 1 AMERICAN FORK, UT 84003 (801) 960-9435 - EACH MODULE TO BE GROUNDED USING THE SUPPLIED CONNECTION POINT PER MANUFACTURER'S REQUIREMENTS. ALL SOLAR MODULES, EQUIPMENT, AND METALLIC COMPONENTS ARE TO BE BONDED. IF THE EXISTING GROUNDING ELECTRODE SYSTEM CAN NOT BE VERIFIED OR IS ONLY METALLIC WATER PIPING, IT S THE CONTRACTOR'S RESPONSIBILITY TO INSTALL A SUPPLEMENTAL GROUNDING ELECTRODE. - ALL SIGNAGE MUST BE PERMANENTLY ATTACHED AND BE WEATHER & SUNLIGHT RESISTANT, & CANNOT BE HANDWRITTEN (NEC110.21 (B)). - DC CONDUCTORS SHALL BE RUN IN EMT AND SHALL BE LABELED, "CAUTION DC CIRCUIT" OR EQUIV. EVERY 5 FT. - EXPOSED NON-CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH 250.134 OR 250.136(A). - CONFIRM LINE SIDE VOLTAGE AT ELECTRIC UTILITY SERVICE PRIOR TO CONNECTING INVERTER. VERIFY SERVICE VOLTAGE IS WITHIN INVERTER VOLTA OPERATIONAL RANGE. GE - OUTDOOR EQUIPMENT SHALL BE NEMA -3R RATE:D OR BETTER. - ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT EXPANSION JOINTS AND ANCHOR CONDUIT RUNS AS REQUIRED PER NEC. RESIDENCE 885 SAILFISH DR ATLANTIC BEACH, FL 32233 UTILITY: JEA PHOTOVOLTAIC PROJECT INFO PV MODULE: (27) TRINA TSM 300DD05A.08(II) INVERTER: SOLAREDGE SE760OH-US 8.1 kW (DC) / 7.6 kW (AC) ARRAY AZIMUTH: 185° ARRAY TILT: 12° NEC 2014/IRC2015/IBC2015 1 Ir 1, f Y 767 AUTOMALLDRIVE, UNIT 1 AMERICAN FORK, UT 84003 (801)960-9435 ADDITIONAL NOTES A I .M►AlX�PLU� ,SM Mka5A,11� 27S "SM•UG3J5A.Ofi;111 I Z1'i-315w r9Ree �n� FRAMED 60 -CELL J1 ODILILE WARRANTY 1, oCar FCcu c!Yie'i. 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THnasolar - RESIDENCE 885 SAILFISH DR ATLANTIC BEACH, FL 32233 UTILITY: JEA PHOTOVOLTAIC PROJECT INFO PV MODULE: (27) TRINA TSM 300DD05A.08(II) INVERTER: SOLAREDGE SE760OH-US 8.1 kW (DC) / 7.6 kW (AC) ARRAY AZIMUTH: 185° ARRAY TILT: 12° NEC 2014 / IRC 2015 / IBC 2015 ALTA R AY S O L A R J.� 767 AUTOMALLDRIVE, UNIT 1 AMERICAN FORK, UT 84003 (801)960-9435 Single Phase Inverter with ISD-WaveTechni'ology for North America SE3000H=US / E38001H! l S / €500OH=SIS / EIa5000HUs E760OH-US / SE1000OWUS / SE1 14 H -U t W Optimized installation with HD -Wave technology I SPecifically designed to work with I Extrarnlely srrrarlI grower optlmi2ers I Recorclabreaking efficiency I Budtin module -level monitoring I Fixed voltage inverter for lorger sttirigs J Outdoor and indoor installation ! Integrated arc fault protection and rapid shutdown for / Optional_ Fterrr7uwe grads data, AhI51 i`1124 NEC 2014 and 2017, per` article 640.11 and 690.12 Mass 0_5 (0.59 accuracy; C UL1741 SA certified, for CPUC Rule 21 gr d cornpliarxe �ral�rz�� =" Single Phase Inverter wit HD -Wave Technology forNorth SE760OH-US110O40O OUTPUT a a , i IW JT ADDITIONAL FEATURES STANDARD COMPLIANCE INSTALLATION SPECIFICATIONS TT .a :. .a. raad¢rxasL ,',%,:xfi-a#cnra an r�tar�:b .l Ysrr�.�,e..: v;a.r�-tic ia2-"x� 3)l A�4u..::ta.45+e am uJ.s.ra�r «ax-�ar n..i.ra �qy q, RESIDENCE 885 SAILFISH DR ATLANTIC BEACH, FL 32233 UTILITY: JEA rnU i UVUL I AIC PROJECT INFO PV MODULE. (27) TRINA TSM 3000D05A.08(II) INVERTER: SOLAREDGE SE760OH-US 8.1 kW (DC) / 7.6 kW (AC) ARRAY AZIMUTH: 185° ARRAY TILT: 12° NEC 2014/ IRC 2015/ IBC 2015 A 1 P/ 1 [ S 0 L A R 767 AUTOMALLDRIVE, UNIT 1 AMERICAN FORK, UT 84003 (801) 960-9435 Power Optimizer For North America P320 / P340 / P370 / P400 / P40S / PS05 25 YEAR WARRANTY I PV power optimization at the module- vel I Specifically designed to work with SO"aTfldge it Fast inst Nation with a single bolt inverters I Next ge enation maintenance with rnadule- I Up to 25% more enerc gy level mo itorinc g I Superior efficiency (99.S%) I Meets C requirements for are fault I protecti n (AFC1) and Photovoltaic Rapid r Mitigates all types of modulle mismatch losses, Shutdown System (PVRSS,I, from manufacturing tolerance to partial shading I Module level voltage shutdowp for installer I and firefighter F'�exible system designs far maximum space f safety I ighter utilization sc-.'aa-edge.com solar.=v -- i Power Optimizer For North America P320 / P340 / P370 / P40D / �P405 / P505 INPUT OUTPUT DURING OPERATION MOWER OMMILZER CONNECTED To 00fAmING SOLAREDGE INVERTER� OUTPUT DURING STANDBY (POWER OPTIMIZER DMONNIECTED Fieri SOLA11EM, E fNVERIER OR SOLAIR106f LN'.1RIER OFF) =7- �F- E R40'H S E-VP111413 RESIDENCE 885 SAILFISH DR ATLANTIC BEACH, FL 32233 UTILITY: JEA PHOTOVOLTAIC PROJECT INFO PV MODULE: (27) TRINA TSM 300DD05A.08(11) INVERTER: SOLAREDGE SE760OH-US 8.1 kW (DC) / 7.6 kW (AC) ARRAY AZIMUTH: 185' ARRAY TILT: 12' NEC 2014/ IRC 2015/ IBC 2015 ALTAR AY S 0 L A P 767 AUTOMALLDRIVE, UNIT 1 AMERICAN FORK, LIT 84003 (801) 960-9435 SNAPNRACK, STANDARD RAIL D. Ryan SrnpNmck- PART NUNIBE�R(S.J. 232-01067, 232-01068, 232-01069, 232-01070, 232-02112, 232-02113 tm STANDARD RAIL PROPERTIES 232-01.067 122" BLACK 232-01.06S 122" CLEAR 232-01.069 162" BLACK 232-01.070 162" CLEAR 1112 122" MILL 232-0!113 162" MILL ALL DIMENSIONS DWINCHES MATERIALS: 6000 SERIES ALUMINUM OPTIONS6 ULTIMATE LOAD (LBS), /A MILL FINISH TORQUE SPECIFICATION., PkIA LE -F- 122' 1162- LENGTHS WEIGHT (LBS). -0-1.5 BUNDLES OF 112 L-"P%mli RESIDENCE 885SAILFISH OR ATLANTIC BEACH, FL 32233 UTIUTY:JEA INVERTER:PHOTOVOLTAIC PROJECT INFO PV MODULE: (27) TRINA TSM 30ODD05A.08(ii) SOLAREDGESE7000H-U3 ARRAY AZIMUTH: 185° ARRAYTlLT: 120 �� T�n��Y �= soL^n 787AUTOMALLOR|VE.UNIT 1 AMERICAN FORK, LIT 84003 (801) 960-9435 242-92047, 242-92048, 242-92G50, 242-192051 PARTS LISTOT BASE, MILL :)T FLASHING, 12IN X 121N, BLACK GAILY IT, COMPOSMON 92DEG, CLEAR—/ BLACK RATED, 5f 16IN-18, SS NEI NUT 5116IN-19 EX, S[16IN-18 X 1-1141M, SS .EL OPTIONS: CLEAR / BLACK ANODIZED GALV STEEL I ALUM FLASHING �----------- FLASHED LFOOT PARTMUNIBER(S�� lit ALL DIMENSIONS IN INCHES 3.12 3.41 DRAWN BY: K.Watdrm ul ITEM QTY 242�92041 SILVEW.A�LUMINUM CLEAR —7 242-92048 -4-9204 1*4 MI v BLACK ALUMII—NUN CK MATERIALS: 6000 SERIES ALUMINUM, STAINLESS;. DESIGN LOAD (LBS): 309 UP, 1469 DOWN, 251 SIDE ULTIMATE LOAD CiLl3i): 928 UP, 4406 DOWN, 7S4 SIDE TORQUE SPECIFICATION: 10+ LB -FT CERTIFICATION: UL 2703, FILE _E359313 PARTS LISTOT BASE, MILL :)T FLASHING, 12IN X 121N, BLACK GAILY IT, COMPOSMON 92DEG, CLEAR—/ BLACK RATED, 5f 16IN-18, SS NEI NUT 5116IN-19 EX, S[16IN-18 X 1-1141M, SS .EL OPTIONS: CLEAR / BLACK ANODIZED GALV STEEL I ALUM FLASHING �----------- FLASHED LFOOT PARTMUNIBER(S�� lit ALL DIMENSIONS IN INCHES 3.12 3.41 DRAWN BY: K.Watdrm ul ^.-- RESIDENCE 885SAILFISH DR |ATLANT|CBEACH. |FL32233 UTlL[TY:JB\ PHOTOVOLTAIC PROJECT INFO PV MOD (27)TR|NATSM 3OODO05A.O8(U) INVERTER: �SOLARED8ESE70UOH'US � 81 kVV(DC)/7.6 kVV(AJC) ARRAYAZ|K4UTH: 185^ ARRAY TILT: 12^ NEC 2O14/IRC 2O15/IBC 2O15 � �� 0��' ` �� r��AY 707AUTOMALLDR|VE.UNIT 1 AMERICAN FORK, UT 84003 (8O1)98U-A435 �[l0T|/��| �/�T�� ''--'''^^'~``-'~`^'`-~^ 242�92041 SILVEW.A�LUMINUM CLEAR —7 242-92048 -4-9204 1*4 MI v BLACK ALUMII—NUN CK ^.-- RESIDENCE 885SAILFISH DR |ATLANT|CBEACH. |FL32233 UTlL[TY:JB\ PHOTOVOLTAIC PROJECT INFO PV MOD (27)TR|NATSM 3OODO05A.O8(U) INVERTER: �SOLARED8ESE70UOH'US � 81 kVV(DC)/7.6 kVV(AJC) ARRAYAZ|K4UTH: 185^ ARRAY TILT: 12^ NEC 2O14/IRC 2O15/IBC 2O15 � �� 0��' ` �� r��AY 707AUTOMALLDR|VE.UNIT 1 AMERICAN FORK, UT 84003 (8O1)98U-A435 �[l0T|/��| �/�T�� ''--'''^^'~``-'~`^'`-~^