Loading...
HomeMy WebLinkAbout21-3324A k City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 ! I I i I I I I ii I i ! I � ii I I•I I I I I I I I �! I I•I ELCMISC-003324-2021 Issue Date: 12/09/2021---i 0 . . T ♦ A.-Ty-M -0 accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. m 70-NTRACT0125 RE PE IT OFFICEU '57kERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER I e13-780-0020 City of Zephy rhills Permit Application Fax -81-780-0021 Building Deparlment Date Received 1 Phone Contact for Permittin Owner's Name Owner Phone Number Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS i LOT #� SUBDIVISION PARCEL IN (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADDIAII SIGN DEMOLISH H INSTALL REPAIR PROPOSED USE SFR COMM � OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK �" % ° BUILDING SIZE SO FOOTAGE _ W HEIGHT =BUILDING $fin yfALUATIONOF TOTAL CONSTRUCTION 1 , e =ELECTRICAL AMP SERVICE � PRO�F� , GY � W.R.E,C. � N ' =PLUh9BiNG r1 . 5711 MECHANICAL $ VALUATION OF MECHANICAL INSTAL (ON =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER: COMPANY SIGNATURE REGISTERED T- -,.I Y }%i I FEE C:URREYa' Address License #E===== ELECTRICIAN COMPANY =F__F _ SIGNATURE REGISTERED EE CURREN Y 7 3bt Address License # . PLUMBER COMPANY SIGNATURE REGISTERED YIN �IEERREN �IM Address License # MECHANICAL COMPANY SIGNATURE REGISTERED �.fi FEE CURREN?N. Address I License # OTHER COMPANY SIGNATURE REGISTERED { N �IEE.IRFII�.� Address License # 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 wt Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work, Permit for subdivisionstlarge 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 dale. Required onsite, Construction Plans, Stormwater Plans wt Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction, Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) "" Agent (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 Zephyrhilis 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 at 727-847- 8009 Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contraclor(s) sign porticos of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not property licensed and is not entitled to permitting privileges in Pasco County, TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 69-07 and 90-07, as amended, The undersigned also understands, that such fees, as may be due, will be identified at the time of penuffing, 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 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement, CONTRACTOR'SIOWNER'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 poor 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, Welland 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 Departmentof Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement, Federal Aviation Authority -Runways - I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction, i understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, 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, FLORIDA JURAT (F,S, 117,03) OWNER OR AGENT Subscribed and sworn to (or affirmed) before me this _b Who isfare personally known to me or has/have produced as identification. Commission NameoTF7otary typed, printed or —stamped — Who0s7bre personally RrIewn to me or haslharvipfoduced as Identification. Notary Public Commission ssion No. Name otery typ d,p4t--or at n ; SH OE}` BRO KE STEPHENS -State of Florida Noary Public A, ,t, E, E Commission 4 H H 147658 , 4NAy Commission Expires iiine 30, 2025 DOCUMENT CONTROL ISSUED FOUR PERMIT REV I DESCRIPTION ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC C. A. 32661 255 GIRALDA AVE CORAL GABLES, FL 33134 DESIGN@ENGIPARTNERS.COM ENGINEERING STAMP Digitally signed . . by Rafael A r o< =Gonzalez Soto aDate: 2021.11.30 22:36:58-05'00' [Lin CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL 12221 N US HIGHWAY 301 THONOTASASSA,FL33592 (813) 982 -9001 frCf t1f5(iRtiQ1 EXISTING ELECTRIC METER------ 1 CONTRACTORLOGO OTITA N S O L A R P 0 W H R CUSTOMER: KEVIN RIVERA PROJECTADDRESS: 3275 LYTTON HALL DR ZEPHYRHILLS FL 33540 PARCEL NUMBER: 24-26-21-0110-00000-1370 K01-1112111041 It•�: PV PANELS: (23) Q.PEAK DUO BLK ML-G10 395W BY Q-CELLS OPTIMIZERS: (23) P401 BY SOLAREDGE INVERTER: (1) SE7600N-US BY SOLAREDGE RACKING SYSTEM: CROSS RAIL SYSTEM 44-X BY K2 SYSTEMS PROJECT INFORMATION --. _......__._....__....-- PROJECT LATITUDE �2$-20429� MIN AMBIENT TEMP 1 T -° C - NA -- 1 PROJECT LONGITUDE-82.16155 MAX AMBIENT TEMP i 34 ° C WIND EXPOSURE C AHJ ZEPHYRHILLS CITY DESIGN WIND SPEED 138MPH lei C-1 COVER SHEET C-2 SAFETY PLANS E-1 ONE LINE RISER DIAGRAM E-2 SAFETY LABELS S-1 STRUCTURALPLAN S-2 RACKING PLAN D-1 PV MODULES DATA SHEET D-2 _ SMART MONITORING DATA SHEET D-3 INVERTER DATA SHEET PER FL. STATUTE 377.705 (REVISED 7/1/2017), 1 RAFAEL A. GONZALE_ SOTO, P.E. 83104 AN ENGINEER LICENSED PURSUANT TO CHAPTEF 471, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE DESIGNED AND APPROVED USING THE STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING CODE. APPLICABLE CODES: 2020 FLORIDA BUILDING CODE 7TH EDITION, ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES, FFPC 7TH EDITION, NFPA 2018, NFPA 70 AND NEC 2017. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE 7TI EDITION OR LOCAL GOVERNING CODE. ALL WIRING METHODS AND INSTALLATION PRACTICES SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC) 2017, LOCAL STATE CODES, AND OTHER APPLICABLE LOCAL CODES. MEAN; SHALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYING CONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALi OTHER CONDUCTORS IN THE BUILDING. CONNECTORS TO BE TORQUED PER DEVICE LISTING, OR MANUFACTURER: RECOMMENDATIONS. NON -CURRENT CARRYING METAL PARTS SHALT BE CHECKED FOR PROPER GROUNDING. REQUIRED SAFETY SIGNS AND LABELS SHALL BE PERMANENTLY ATTACHED BY ADHESIVE, OR OTHER MECHANICAL MEANS, LABELS SHALL COMPLY WITH ARTICLE 690 VI OF THE NEC 2017 OR OTHER APPLICABLE STATE AND LOCAL CODES. SEE LABELS AND MARKING PAGE FOR MORE INFORMATION. RACKING ROOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOVVINC MANUFACTURERS INSTRUCTION SPECS, INCLUDING ALL GROUNDING WEEB CLIPS, GROUND LUGS, AND RAIL SPLICE KITS FOR ELECTRCCAI CONTINUITY. MECAWIND TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOSE[ BUILDINGS. DESIGN WIND PRESSURES ARE CALCULATED USINC ASCE 7-16 EQUATION 30.6-1, ALL NOTES IN FIGURES ASCE 7-16 30.4 AND 30.4-2(A,B AND /67C) HAVE BEEN INCORPORATED. MEAN RO01 HEIGHT MUST BE LESS THAN 60 FEET. SHEET NAME: PROJECT ID: [ENGA�HINEER OF RECORD: NGRAFAELAGONZALEZ SOTO, PE TSP106851 E:1 26 2021 r1TLE: C-1q 1 OF 9 DOCUMENT CONTROL SUED FOR PERMIT ,EV DESCRIPTION - mmcardam A ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC C. A, 32661 255 GIRALDA AVE CORAL GABLES, FL 33134 DES IGN@ENGIPARTNERS.COM ENGINEERING STAMP Digitally signe by Rafael A Gonzalez Soto Date: 2021.11.30 CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL 12221 N US HIGHWAY 301 THONOTASASSA, FL 33592 (813) 982 -9001 CONTRACTOR LOGO LOCATION OF NEAREST URGENT CARE FACILITY NAME: ADDRESS: PHONE NUMBER: NOTES: 1. INSTALLERS SHALL DRAW IN DESIGNATED SAFETY AREA AROUND HOME 2. INSTALLERS SHALL UPDATE NAME ADDRESS AND PHONE NUMBER OF NEAREST URGENT CAR FACILITY RELATIVE TO THE SITE BEFORE STARTING WORK CUSTOMER: KEVIN RIVERA PROJECT ADDRESS: 3275 LYTTON HALL DR ZEPHYRHILLS FL 33540 SHEET NAME: 60012 rm W& MW IL I PROJECT ID: ENGINEER OF RECORD: 'N' AL GONZALEZ SOTO, PE TSP106851 DATE: I 1 11 -11 SHEET TITLE: C-2 24-26-21-0110-00000-1370 WIRE SIZES, QUANTITY & TYPE RACEWAY SIZE, TYPE, LOCATION & INFO. WIRE AMPACITY CALCULATIONS ADDITIONAL INFORMATION 125% OF WIRE DE -RATED CALCULATION CONDUCTOR NEUTRAL GROUND RACEWAY HEIGHT OUTPUT MIN VOLTAGE CONDUIT WIRE TAG QTY. SIZE & TYPE QTY. SIZE & TYPE QTY_ SIZE & TYPE SIZE & TYPE RACEWAY LOCATION ;RACEWAY ABOVE ROOF CURRENT OUTPUT OCPD WIRE AMBIENT # OF FINAL D1ST. VOLTAGE DROP % FILL % CURRRENT RATING TEMP COND. AMPACITY DC (BEFORE JB) (2) #10 AWG PV WIRE N/A (1) #8 AWG BARE COPPER NOT APPLICABLE UNDER ARRAY 1 /2" TO 3-1/2" 15A 18.8A 20A 40A X 0.76 X 1 = 30.4 A 10 FT. ! 350V 0.11 % 6.4% DC (AFTER JB) (4) #10 AWG THWN-2 NIA (1) #8 AWG THWN-2 3/4" EMT CONDUIT ABOVE ROOF 1 /2" TO 3-1/2" 15A 18.8A 20A 40A X 0.76 X 0.8 = 24.3 A 20 FT. 350V 0.21 % 8.1 % AC (INVERTER TO METER) (2) #8 AWG THWN-2 (1)#8AWG THWN-2 (1) #8 AWG THWN-2 3/4" EMT CONDUIT EXTERIOR WALL "N/A" 32A 40.OA 40A 55A X 0.76 X 1 = 41.8 A 5 FT. 240V 0.1 % 7.7% DOCUMENT CONTROL SUED FOR PERMIT ,EV DESCRIPTION EXISTING UNDERGROUND SERVICE 240V/120V 200A BUS BAR - 3 #3/0 THWN-2 METER INVERTER TOTAL OUTPUT: 32A SAFETY RATING (125%): 40A TOTAL PV SYSTEM OCPD: 40A 10 200A MAIN BREAKER RATING: 200A BUS BAR RATING: 200A 120% BACKFEED RATING: 40A 1 #4 THWN-2' GROUND xxt—roll D' 1 (23) Q.PEAK DUO BLK ML-G10 395W BY Q-CELLS 2 #10 PV WIRE PER STRING 1 #8 BARE WIRE GROUND 3 NEMA3R JUNCTION BOX REFER TO D-1 SHEET 3/4" EMT CONDUIT 4 #10 THWN-2 1 #8 THWN-2 GROUND 5 SE760OH-US BY SOLAREDGE 2 #8 L1,L2 THWN-2 1 #8 THWN-2 GROUND REFER TO D-3 SHEET 1 #8 THWN-2 NEUTRAL 3/4" EMT CONDUIT 3/4" EMT CONDUIT 7 PV SYSTEM DISCONNECT 60A 8 PV INTERCONNECTION POINT BACKFED 9 EXISTING INTERIOR PANEL RATED 200A 10 2 #2/0 L1,L2 THWN-2 11 UTILITY ELECTRICAL SERVICE 12 ', NOT IN USE 1 #2/0 THWN-2 NEUTRAL 2" EMT CONDUIT ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO ENGIPARTNERS LLC TITAN SOLAR POWER FL C.A. 32661 255 GIRALDA AVE Digitally signed .� c ,, �� by Rafael A 12227 N US HIGHWAY 301 CORAL GABLES. FL 33134 ' �� _Gonzalez Soto THONOTASASSA, FL 33592 #TITAN E 'Date: SOLAR PO W E R DESIGN@ENGiPARTNERS.COM - ' 2021.11.30 (813) 982 -9001 ��•�;.�. ?"J•37.3�-Cl4'nn' CUSTOMER: KEVIN RIVERA -- — - ---- PROJECTADDRfSS: 3275 LYTTON HALL DR ZEPHYRHILLS FL 33540 BE -- -- PARCEL - NUMBER: 244-26-21-0110-00000-1370 ,�slat11d2f1;1;; GONZ44, o S 1 4 T E F m '✓ RID SHEET NAME: E LINE RISER DIAGRAM PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: ENG. RAFAEL A. GONZALEZ SOTO, PE (_- TSP106851 ---- -------- ___ --- DATE SHEETS: �„�� goals%[ TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN THE ENTIRE PV SYSTEM. DOCUMENT CONTROL SUED FOR PERMIT tEV I DESCRIPTION LABEL LOCATCOI' : ACUSCONNECT, & m LABEL LOCATION: LABEL LOCATION: LABEL LOCATION: AC DISCONNECT 11wmLqL#m, ligul AC DISCONNECT, MAIN PANEL PER CODE: FFPC 7TH EDITION: 11.12.2.1.1.1.1 ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC C.A. 32661 255 GIRALDA AVE CORAL GABLES, FL 33134 DES IGN@ENGIPARTNERS.COM ENGINEERING STAMP Digitallysigne by Rafael A 4, Gonzalez Soto Date- 2021 11.30 22:37:19 Hl "WHOWS-M.&I OER CODE: NEC 690.31 (G) (3) CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL 12221 N US HIGHWAY 301 LABEL LOCATION: POINT OF INTERCONNECTION PER CODE: NEC 705A2(13)(2)(3)(b) LABEL LOCATION: r�NVERTER PER CODE: NEC 690.53 LABEL LOCATION: CONTRACTOR LOGO (&TITAN S 0 L A R P 0 W E R LABEL LOCATION: AC DISCONNECT PER CODE: NEC 690.13 1 KEVIN RIVERA PROJECT ADDRESS: 3275 LYTTON HALL DR ZEPHYRHILLS FL 33540 POINT OF INTERCONNECTION PER CODE: NEC 690.33(l & NEC 690.15 (C) LABEL LOCATION: POINT OF INTERCONNECTION PER CODE: NEC 690.15, NEC 690.13(B) 11 1 1 1 11 42�=111111:jl il Till I wi, N S 0 L A R P 0 W E R F L 0 R I D A 901 ARMSTRONG BLED, KISSIMMEE, FL -44741 XXII11II 11) 1-855-SAY-SOL GONZA� kp 7� '0 STATE OF fill SHEET NAME: THONOTASASSA, FL 33592 (813) 982 -9001 ?4-?F-?1-0110-0000fl,1170 PROJECTID: ENGINEER OF RECORD , p [E _ I. __ AFAEL A .ii SOTO, PE TSP106851 DATE HTLE: E-2 A nP Q SOLAR MODULE - TYP. SEE D-1 ROOF MOUNTS LOCATED AT CENTER OF ROOF TRUSS - TYP. WOOD TRUSSES/RAFTERS LOCATION - INSTALLER MUST VERIFY IN FIELD ARRAY TILT=22° AZIMUTH= 270° (W) .STRUCTURAL ROOF PLAN & PV MODULES LAYOUT N.T.S. DOCUMENT CONTROL SUED FOR PERMIT ;EV I DESCRIPTION LEGEND & SYMBOLS OBS ROOF OBSTRUCTIONS ARRAY �kx MODULE # STRING # PV MODULES TRUSSES OR RAFTERS ROOF MOUNTS & RAIL ROOF SLOPE EXT. EXTERIOR PV MODULE ROOF'S GENERAL NOTES: 1- CONTRACTOR/INSTALLER TO VERIFY ROOF CONDITIONS 5' FOR PROPER INSTALLATION OF THE PV SYSTEM. 2- CONTRACTOR/INSTALLER TO NOTIFY THE OWNER IMMEDIATELY OF ANY ROOF DEFICIENCIES AND/OR REPAIR REQUIRED TO INSTALL THE PV SYSTEM. 3- FOR DOES NOT ASSUME ANY RESPONSIBILITY FOR THE INSTALLATION OF ANY PV SYSTEM ON DEFICIENT ROOFS. 4-CONTRACTOR/INSTALLER ASSUMES ALL RESPONSIBILITY TO INSTALL AS PER MANUFACTURER STANDARDS. ' it # t f i w�i i • �� COMPLYING i i i INDIVIDUAL PV MODULEMORE 0.5(MEAN ROOF AWAY FROMROOF l OR ANOTHER MODULE. -NO INDIVIDUAL PV MODULE IS MORE THAN 4 FT AWAY FRO ROOF EDGEANOTHER i WOZ19011 ASCE 7.16 - 29A-7 DESIGNED WIND PRESSURES: p = qh (GCp)(-YE)( ya) O 100 loco Effective Wind Area, ft2 DATE ;CAD) OC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR INFORMATION CONTRACTOR LOGO CUSTOMER: 11-24-21 JA INT L IV :� ENGIPAR i R7ERS I LC gCO�NTA IC-T� VV TITAN SOLAR POWER FL - KEVIN RIVERA DATE CADIOC C.A. 32661 .; Digitallysigned -:`>. by Rafael A 12221 N US HIGHWAY 301 ROJECT ADDRESS P 3275 LYfTON HALL DR ___ 255 GIRALDA AVE -Gonzalez5oto s. ZEPHYRHILLS FL 33540 CORAL GABLES, FL 33134 l✓,„� THONOTASASSA, FL 33592 „ - Date: c O L A R P £ R DESIGN@ENGIPARTNERS.COM �c" 2021.11,30 (813) 982 -900 i-------- 22:37:25-05'00' PARCEL NUMBER: 24-26-21-D11f1-D6046-1370 SHEET NAME: O.PEAK DUO BLK ML-G10+ 395 W SOLAR MODULE ---- UL 1703 CERTIFIED -- MAX. DESIGN LOAD: 83.54 psf APPLIED WIND LOAD : 45.95 psf NOTES: -INSTALL MID CLAMPS BETWEEN MODULES AND ENDS CLAMPS AT THE END OF EACH ROW OF MODULES. -ALUMINUM RAILS SHOULD ALWAYS BE SUPPORTED BY MORE THAN ONE FOOTING ON BOTH SIDES OF THE SPLICE WORST CASEMODULE: ZONE 1:31% ZONE 2e: 52% ZONE 2r: 17% 35.46(0.31) + 50.66(0.52) + 50.66(0.17)=45.95psf ULTIMATE WIND SPEED 140 mph DESIGN WIND SPEED 138 mph RISK CATEGORY ii EXPOSURE CATEGORY C ROOF SLOPE (°) 22 ROOF TYPE HIPPED MATERIAL ROOF TYPE ASPHALT SHINGLES PRESSURE ZONE: 1&2 MEAN ROOF HEIGHT: 13.70 PERIMETER WIDTH: 4.3 KD 0.85 KZT 1.00 KH 0.849 VELOCITY PRESSURE (q) = 0.60`0.00256" KHKZTKDV` VELOCITY PRESSURE (ASD) 121.11 INTERIOR EDGE FACTOR: EXTERIOR EDGE ARRAY EQUALIZATIOP FACTOR: yE = 1.0 FACTOR: yE = 1.5 ya - = 0.8 EXTERNAL PRESSURE COEFFICIENT Z1 0.7 -1.4 EXTERNAL PRESSURE COEFFICIENT Z2e 0.7 -2.0 EXTERNAL PRESSURE COEFFICIENT Z2r 0.7 -2.0 EXTERNAL PRESSURE COEFFICIENT Z3 0.7 2.0 INTERNAL PRESSURE COEFFICIENT 0.18 ZONES PRESSURES INTERIOR EXTERIOR MAX MAX (PSF) PRESSURES PRESSURES SPAN CANTI- (PSF) (PSF) (FT) LEVER (IN 1 33.35 -23.64 -35.46 4' 16" 2e , � ;, - 4&01 -33.78 -50-66 4' 16" 2r - 46.01 -33.78 -50.66 2 8 " 3 - 46.01 -33.78 -50.66 2 8 " TOTAL ROOF AREA 2492.82 sq.-ft TOTAL MODULES: 23 TOTAL PHOTOVOLTAIC AREA: 486.12 sq.-ft WIND LOAD (PSF): 45.95 TOTAL WIND LOAD (LBS): 22,337.21 TOTAL ROOF MOUNTS: 60 TENSION FORCE PER MOUNT (LBS): 372.29 r 4• . 83104 STRIJyg PROJECTID: ENGINEER OF RECORD: ENG RAFAELA GONZALEZ SOTO. PE k TSP106851 - DnE S_1 n F C$ eYe�support PV 5,st—z MaV:v:4cafRr_perSca- a_aioroal Fn)(:xiies e ,ri1,G,.tn'�Nrs2 ATTACHMENT DIAGRAM 2 ROWS OF RAILS PER MODULE 1/4" SS 18-8 BOLT 1/4" SS SERRATED FLANGE K2 SYSTEMS CROSS RAIL SPLICE FOOT SEE DATA SHEET ABOVE 0 CROSSRAIL YETI END CLAMP 2X4 RAFTERS 24" O.C. ♦ • NOTE: �- 5/16" SS LAG BOLT SEAL BASE MOUNT TO EXISTING it 5/16" SS FENDER WASHER ROOF UNDERLAYMENT WITH ROOF SEALANT AND MEMBRANE ---- SEALANT------ r-"�SHINGLE ROOF MOUNT DETAIL & DATA SUED FOR PERMIT ,EV DESCRIPTION tip DOCUMENT CONTROL DATE ADIQCJ ENGINEER CONTACT INFORMATION 8 ENGINF,.,tiRlN AMP, „a42, JA NT ENGIPARTNERS LL?r'°< t3F QC c, SF by Rafael A DATE ICAD C A 32661 � 8s1 4=Gonzalez Soto 255 GIRALDA. AVE � � - - _- .----------- CORAL GABLES, FL 33134 `�-ATE ".bf = Date: .30 ---- ---- - -- --- 2021.1 4— DESIGN@ENGIPARTNERS.CC or a E :37:3 - 5'00' 1.10149 EXIST, 2X WD. TRUSSES OR RAFTERS PLACE BOLT AT C.L. OF TRUSS OR RAFTER 6 t r CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL 12221 N US HIGHWAY 301 THONOTASASSA, FL 33592 (813) 982 -9001 We support PY systems LAG BOLT PULL OUT CALCULATIONS Spruce, Pine, Per inch Thread apth '; 266lbs SS Lag Bolt 5/16" x 4" 1 Min. Thread Depth_ U-3" Wood Strength x Thread Depth = Pull Out Strength 266 as. x 3 in = 798 lbs. Allowable Pull Out Strength per Lag Bolt 798 lbs Max. Pull Out Strength Required per Lag Bolt 372.29 Lag Bolt Pull Out Strength Safety Factor 2,14 DISTRIBUTED LOAD CALCULATIONS PV MODULES & RACKING WEIGHT = (INDIVIDUAL MODULE WEIGHT + 3.5,LISS} ` (MODULE QTY} = (52 LBS )__L23) = XXXX LBS PER SQUARE FEET _(PSF}ARRAY LOAD -- PV MODULES & RACKING WEIGHT / TOTAL ARRAY AREA = 1196 LBS 1486.12 SOFT_ = Z46 PSF',, HENCE ROOF WILL CARRY THE ADDITIONAL SOLAR SYSTEM LOAD Notes: (1) Thread must be embedded in the side grain of a Trusses or other structural member integral with the building structure. (2) Lag Bolts must be located in the middle third of the structural member. 3) These values are not valid for wet services. (4) This table does not include shear capacities. If necessary, contact a local engineer to specify lag boll size with regard to shear forces. (5) Install lag bolts with head ad washer flush to surface (no gap). Do nor over -torque. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary. See table 10.3.1 in the American Wood Council NDS for Wood Construch— CONTRACTOR LOGO (§TITAN S 0 L A R. P 0 W E R Lag Screw Installation Guidelines 1. Determine location for the Mount on roof by drilling through the center of truss from bottom with 5/32" out bit. 2. Mark mounting holes for Mount on undedayment. Mounting holes should be centered on the trusses. 3, out 15,'64' pilot hole. 4. Apply sealant to bottom of Mount. 5, Place Mount over roof undedayment with holes in roof. 6. Apply sealant to bottom of Mountapply sealant to tag screws and fasten 10-M securely to trusses. 7. Apply additional sealant to top assembly to be sure all penetrations are sealed. Lt�pull-out„ withdrawal capacities Ibs in typical roof lumber (ASJ Douglas Fir, Larch Douglas Fir, South Engelman Spruce, Lodgepole Pine (MSR 1650 f & higher) STAINLESS STEEL Lag screw specifications Specific - %s" shaft, gravity perinch thread depth 0,50 266 0-46 0,46 Hem, Fir, Redwood (close grain) 0.43 `- `Hem, Fir (North) OAS Southern Pine 0,55 ,oms,e „1..n,o =e M,w �c�.e miss r020 ruc Spruce, Pine, Fir 0,42 a c. w . n�rr.M�A.a ns see 'Spruce Pine, Fir I (E of 2 million psi and higher grades of MSR and MEL) 0.50 Sources: American Wood Council. NDS 2005, Table 112A, 11-3A CUSTOMER: KEVIN RIVERA - PROJECTADDRESS: 3275 LYTTON HALL DR ZEPHYRHILLS FL 33540 PARCEL NUMBER: 24-26-21-0110-00000-1370 235 235 212 co 235 0- 307 a) 70 205 266 SHEET NA ME: RACKINGL PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: ENG. RAFAEL A. GONZALEZ SOTO, PE S-2 TSP106 51 — — _ DATE n' SHEETS: I, np Q MEC.H;Ai°lICAL SPECIFICATION THE IDEAL SOLUTION FOR: 'r •r4'21 IN nfis Engineered in Germany DOCUMENTCONTROL SUED FOR PERMIT :EDESCRIPTION 1879rnm h _045— x 32mm (including frF3 m-) 2 2. 0 kg S.Zm in then <all f p e i ..5c d g as5 with _..._.............m._ anti tefl otlarztechnvhgy t ..- Composite film 8lack .brodisgaa!umin50m ,(22 r f,SYO.,f f.,tallne Cv ANT'jf,4 S018 all cpIlss .. �.. 53-101 mm x 32-60 min s 15-_18 mm Protection classlP6? WMb°ypassdlocle_s ..,.,. S1aablit,1C4,IP62 ELECTRICAL CHAPACTEPISTICS TOP BRANii Pe{ ._- ,...,s POWER CLASS .N«,. 385 ' 394 39& 400 � � 405 410 7itPAR@ ,, Aat@ of t'mM; UM, PE'cc R�A AT T"AN r A RD TE.: CNOI.`I ..T., r. .,. _, .. �..._..,�...._.-._�.....,.. %n %" i'm [W] 385 Cl 3;35 400 ,...,,,,... 42'5 � 410 Q98 " 19 [A]11.04 11,07 11,10 1114 1 :17 11.20 +f�NJ,.45.19 � 45 23,.,...., 45:27 45.30 45.34 45,37 [Al iQ5.9 10.6E 10.71 10,77:, 10.83 14:89 F51 �� .,,__....�....., Vq �...................36 c 36 62 38:88 37.13 37..6 376,49 [lo] 93 >199 '�n.i >O.tV. z2}6.- 2zi.9 .m......°.................................�»........,..........,...,... c' r +r- . N4 Pew [W] 2£t8.E5.. 2992.E 2.96.3 &00 30s's 307.6 lr t r i .......w___.m.. ____. Is.[a`t]� 8.90 8,92 8:95 _ 8°9f _ 9,00 903CL Warranty 0 m P.dtl &Patwv:etc S—Ity Ivi 12,52 4265 4 2. 69 4272 42,76 4279 „ter, a >x ml­ [AI 835 S45 8.46 8.51 8.57 B-62 1 "ARP 'Via, m 34.55 :64; i 35:fi3 352535.46 35.63 rtvL sumir-enYi rarxzs:P 3`,515�:',r�r, 5ka:s'iC i000"ti lr�25t2°C;AfP _.7 �rtricG nO?c Er6096 C...g:T80rs {sk,NlA >pesvurn.Aiv11U. BREAKING THE 2'�,.b' ` EFFICIENCY .BARRIER 4CEU-SPERFORMANCEWARRANT`f ®..�,,.�..� � FERFORMANCEA JANICE�� •,.,. Q.ANTUM DUO Z Technology w'th zero gap cell layout ----------- - �..�. a�„�»x.�wr dt k. t38 kcf ncvrfin9l poa�r ck�r � i i i i boasts module of flciengy up to 21.1%, r9 firsYye r lne a r na 2 by rs..-- — G n�^3,�L� Po vc� �i i� 4 v^ar C � r € �t--7 THE OST Ti `r. R $..tO H TESTIN PR�"3GF?'�§rsvr`€.fi=t E IN THE INDUSTRYmast 36l �t ncrarrasmCw_ up rp „„✓'ice i � :5 years _ _____ ___-___ Q CELLS is the rIr t solar module manuracturer to pas tthe most cOmprehen- --- ; -- sine quality programme in the industry, The new °Quality Controlled PV' of the s au aaw v H rn Oa ure en*. oar- 1 i ances. Full,rarrar,es in ac= a,'n independent certs fcatfon institute TUV RheTland ;m Ta A rangy ar re Q CELLS sal--, o-2antsaac.,n of y r A ,.. rr c,,;s;,„•:.. INNOATIVEL-WEATHER eERaEhHNOL£GK cps ecxu rN �Tla lds, nexcellent �arr con#Ions in sS� c n�v rs€r 125 C irJ00 Njrnf a low -light and temperature behaviour. TEMPERATURE COEFFICIENTS t afK] -0:04 (%.r'K]-`:f.'77 .,,. ,� e......,.,.....................».»... ....,..,.._. , ENDURING HIGH E°z =*f.'rs,I`•; E ..,,I:� .;., r rifi:l 034 1 v ivvAOT f".rLJ 4?s:3 0 Long-term yield sec:ur"ty Wth Anti LID Technology. Hot -Spot Protect, and Traceable Qual'ty Tra.Qlm. E#CF'ERTIESFOR SYSTENI DESIGN ui,......,,..._„_.._iQG JP, ..�.�.._.n..,....,_-...�._...,...�._..,____mw.,�.,.°,...,__,.......,� Class it _ TTREMEWEATHER RATING .Q.c High-tech aluminium alloy frame, eertied for [Pal OtQ(2FCr4j'C 2 ss -Y�iv'Ci high snow (5400 Pa) and wind Toads (400OPa). I, 1, .. P „siPull 'Pal 540014000 A RELIABLE INVESTMENT QUALIFICATIONS AND CEPT[rir `E° PAS 4t,A IN($ INFORMATION Inclusive 25 year product warranty and 25-year I near performance . warrantyr iec Ei2t ao15 ier 61730crl�_ e Y.. >✓t �iry "_r �o as ,a"A°„""` 194 mm Y10J mrn i220r-m 31x 28 naUa*s ?4 ail t 3x rcv daf, "'., v . • - 9 _ p . �u' �kz,•ai�a Cw .M�LI_S Girtdi I.,i�n� Note.fclovrud Vthe: ;tellaliOn and r�>ra+ina nn. tl<rl x,cr,ri..x.. ra..r �:h rNval s-..riie rT_„-�rtrrv,+€t for h.,��.'n'orrraaon c:n aPPrr v�.ci in,tallanrn,,,nd "�•' s. u:e rrr 3rn�rt. w Made kv Kona = f_ a'. Harrnha ©CELLS AWSR rei a Ply Ltd ! SuI'G 1, Las! 1,1G Blu3 Sina1MNGrth S"):N.,/, r1SW 2060, 4ustr21ia I TEL +61(0)2 0016 :,.,,h 32OCIELLS t EA2�ti a-rell; ar,ziaUnf�cpw ll>mor-r l Kati' tiwv�w.cSc�I's�oml�r �, �, �' • . �f,J Engineered in Germany CKELLS ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO KEVIN RIVERA ENGIPARTNERS LLC Digitallysigned TITAN SOLAR POWER FL [CUSTOMER: C_A. 32661 255 GIRALDA AVE �•4 ce F by Rafael A ", 12221 N US HIGHWAY 301 — PROJECT ADDRESS: 3275 LYTTON HALL DR * ; es Y CiOf12a19Z jgtp = r ZEPHYRHILLS FL 33540 CORAL GABLES; FL 33134 ,{ ��✓y� Bate: THONOTASASSA, FL 33592 DESIGN@ENGiPARTNERS-COM 2021.11.30 (813) 982 -9001 ��� S t5 L A R P D W E R 22:37:39-05,00, ' PARCEL NUMBE- 2426-21-011404000-1370 SHEET NAME: PROJECT ID: ENGINEER OF RECORD: EN, . RAFAELA GONZALEZ SOTO, PE TSP106851 _.. DAT RTLE: D-1 7nPC) I DOCUMENT CONTROL SUED FOR PERMIT ,EV DESCRIPTION T AI 01lit 4' INPUT Ra',,ed inpuI DC Pow-C" �20 3 48l flkc at lo"Jest tP pe,ati,el MP Opetating Range maxn0urn. �ncrl C.rcui;: Cv'ent 0 Mamn, rn DC If pj: Cw,cnt 75 Maxil m'urr. EftIci A I Specifically designed to work with ScilarEdge inverters I Up to 25% more energy I Superior efficiency (99,51/.) 1 Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading I Flexible system design for maximum space utilization solaredge.com DATE 'CAD QC ENGINEER CONTACT INFORMATION _'4 T' T AT ENGIPARTNERS LLC DATE tADIQC CA 32661 255 GIRALDA AVE CORAL GABLES, FL 33134 DESIGN@ENGIPARTNERS.COM - ----------- I Fast installation with a single bolt I Next generation maintenance with module - level monitoring I Meets NEC requirements for arc fault protection (AFCI) and Photovoltaic Rapid Shutdown System (PVRSS) I Module -level voltage shutdown for installer and firefighter safety ENGINEERIN5a4M? CONTRACTOR CONTACT INFORMATION signed by TITAN SOLAR POWER FL Rafael A 12221 N US HIGHWAY 301 Gonzalez Soto 'Date: THONOTASASSA, FL 33592 2021.11.30 e. 223747 (813) 982 -9001 Mai ' im. -ur ut Voltage OUTPUT DURING STAI\ Go 4(10 405 80 F0 8 12,65ji % c) e" - U [W i:'t a�'w. �)'?r ("'Ver Vdi_ Op� STANDARD COMPLIANCE ............. EMC F(_'l- Part` Class B, IEC61,000-6-2, E16100C,5-3 ............. -------- - - -------------- ............... jFC62109 1 tol�i-,, UL1741 .......... .............. --------­--------- - - - - - - ---­--------­---------- - .. . . . ..... . ........ M a te f I "'J UL94 V-0, UV Rs.i,tant Rol , I S ... . ..... . .. ........ . ..... ye, INSTALLATION SPECIFICATIONS Nlay, Vdc vo[-.'age - ------ - -------­-- --------- - - -----­--­- - - --- - ------ - - ---- �n 0pa� ble --- - - - - ----- ------- All Solai­Edge Sinjle Phase ant, T�-Iree iriver ie� s '�7 'A X X -9 _0 _4 12�� x 1,62 x Dimcns:,­ns M x L x H) 12) x x 5 S x 6x 9 x 13, x F x` 16 x 9, 5 5,1 x 6 X 1, 9 51 X 6 4 3 --- ----- -- --- - rig cat";es) 63-C 1/ 7 0 1 6 5, 5 S 9 23 gf lr.1 Input onnector singe- ,1 at i C4,; 1`1Z Lerl"'31h 01C/052 rhlO5L /c, 52 Dr 95i- 0"-�Put 'Aiid Typ-/ r0i%i­_'Ct")r 0urput W;., L2n,lh Z' 2/39 Oper'ltirg 1. P,mptcraturo Ranig"', _4') to 1;4D -0 - iSD 'C 'F prty"ection Ra"Irltl IPCj8 r N,-h,IAOP the _;3­'Par� ",k) IIV '­":�A=' ore r. 435 di,l p�,,­ to en, ,v v.%n con.,,Kti,%g I­OJe L11-L,led npjt: ne P-)" dc-'fls tit npi_s,,,e ewjith use, ",4­_ K1. '61 ro� <"be t -,il C " "'S� "'e", r, Cpm!'­ ��e �all,j Te-h;-�al t1rxe ior r ,,Q details I'Arinnum S-r.-g erqt^ (P'Ivwr Qptlm) um, S-rh (Pc 2 1;­1t1n,tAI,i)V,'!' ; X. P,­ n rr.3y P­: j CONTRACTOR LOGO 1- 1 TA N S 0 L A R P 0 W E R CUSTOMER: KEVIN RIVERA PROJECTADDRESS: 3275 LYTTON HALL DR ZEPHYRHILLS FL 33540 NUMBER: 24-26-21-0110-00000-1370 SHEET NAME: SMART MONITORING DATA tA SHEET PROJECT ID: OF R ENGIN EER LA. RECORD: SOTO, PE _______ISHEET TITLE: D-2 TSPI06851 SHEETS: 8 nF P Single Phase Inverter NONE= ith HD -Wave TechnOlOgy for North America Z wi SE300OH-US / SE380OH-US / SE500OH-US / SE600OH-US/ ISE760OH-TS-1 SE1 OOOOH -US / SE1 140OH-US 11 IIII I'II IVOR II I ITIN Ili Ii M= I Specifically designed to work with power optimizers I UL1741 SA certified, for CPUC Rule 21 grid compliance I Record -breaking 99% weighted efficiency I Quick and easy inverter commissioning directly from a smartphone using the SolarEdge SetApp I Fixed voltage inverter for longer strings I integrated arc fault protection and rapid shutdown for NEC 2014 and 2017, per article 69011 and 690.12 solaredqe.com DOCUMENTCONTROL SUED FOR PERMIT EV DESCRIPTION DATE pADI Go ENGINEER CONTACT INFORMATION 1 11-24-21 i JA 1 NT ENGIPARTNERS I DATE OADIQC C A, 32661 255 GRALDA AVE CORAL GABLES, FL 33134 DESIGN@ENGIPARTNERS.COM I Small, lightweight, and easy to install both outdoors or indoors I Built-in module -level monitoring I Optional: Faster installations with built-in consumption metering (1% accuracy) and production revenue grade metering (0.5% accuracy, ANSI C12.20) solar =es z I ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL ......... Digitally signed 12221 IN US HIGHWAY 301 by Rafael A Z" Gonzalez Soto THONOTASASSA, FL 33592 a -Date: 2021,11.30 (813) 982 -9001 2? -37-S4 -0`3'00` Rated AC Flower Output "coo 3800 @ 240V 6000 co, ­40"j 11400 CX 241,0V 10000 s ,A 3300 1,b 208V 5000 ,@208t/ 10000 @ 208V Mixintum A C Power Output 3000 3800 240V @ 6000 @ 249,1 50010 i6�)o 71400 @ 240V 10000 VA '300 @ 208V _000 208V 1 10000 @ 208V AC Output Votege Mir. Norn.-Max, V C (211 - 240 - 264) AC Output Votage Min.-Nom.-Nlax. ✓ Vac f,183 - 208 - 229) F-equel (Nominat) 593 - 60 - 60.5 He _±C Maxirmu m Coriuous Output 12,5 16 2S 32 42 47.5 A Current @240\1 Maximum Corlrtinuoija Output 16 24 48.S A Current @208V Power Fachor 1, Adjustable - 0.85 to 0.85 GFD51 threshold t A Utility Monitoring, lslanding Protection, es Country Configuable ThrdsMolls INPUT Maximum DEC Poyver @240V 4650 �900 7750 9300 11800 17650 W Maximum DC Power (0208V 5100 7750 I 115500 W Transformer -less Ungrounded Yes Maximum Input Votlage. 480 V1, C Nominal DC Input Vorl 380 400 Vdc Maximum iriput Current @246V" 8-5 10-5 13.5 1 16.5 I 20 27 30.5 -T AT talaxjrrium Input Current @208'011 9 2.5 27 Adc Max- 4r)putShcrtClrcuftCurrent 45 Adc Reverse-polanty prote'Jon Yes Ground-Faull lsolatOn De tecton 600ira Sensitivity Maximum Uver"er Etccccency 99 F 99.2 % CEC 'Weighted Efficiency ency 99 9 It)) 240v 98-5 @ 202V % Nigretime Ra,ver CorifurnptGn < 2. W M Fa olho reqic�nal settin,')s ple'jee con-Aur SDIar i`jge support � A Mahe; current v,�rce m T beus,,d, .re ai,a ,­-,� vidl imji its i riFut rurientio the values sOted CONTRACTOR LOGO KEVIN RIVERA PROJECTADDRESS: 3275 LYT TON HALL DR I TAA N ZEPHYRHILLS FL 33540 S 0 L A R P 0 W E R 24-26-21-011M0000-1370 SHEETNAME; .4 111VEliTER DATA SHEEX PROJECTID: :NI,31=EOLF RECORD: N A. GONZALEZ SOTO, PE TSP106851 DATE'. TITLE: D-3