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HomeMy WebLinkAbout22-5372Issue Date: 12/1412022 REINSPECTION FEM (c) With respect to Reinspection fees will comply with Florida Statute 563.80(2)(c) the local government shall impose a fee of four times the amount of the foe 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. 2151 11117111 IMPRINT!! 111411915 ITTIM1111 1111 111 Jill 1111 iiii!1ill MME=I�� accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE ................................. PE IT OFFICE ITHOUT APPROVED INSPECTION 27,11111 Mill ill! � I I i I � I i 5 Ill iii'll Jill �C t? 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M W 0 0XIMIM gwwwm a W " X At A * X M A v W ft, EM In"Oft Notary FERMIN REYES Notary ftblic-State of Floricia Commission # HH 90876 My Commission Expires February 09, 2025 FLORIDA STATE ACKNOWLEDGEMENT c ne fiormpiq Instrument was ackcnowlMged before me this y i by mms of Vphrical (NOTARN.- SEAL) �4 4 �hg Notary Public -state of Florida Commission # HH 90876 ram° � �Q fly Commission Expires ''��rnt�" February 09, 2025 - OR Produced c IRRADIANCE MAP �1� N.T.S. DOGUMENT CONTROL 1 DATE ICADI QC ENGINEER CONTACT INFORMATION ISSUED FOR PERMIT {01-04-2D21j KCIAF ENGIPARTNERS LLC 7REV DESCRIPTION DATE CADJCD C.A.32661 255 GIRALDA AVE CORAL GABLES, FL 33134 DESIGN@ENGIPARTNERS.COM 833 - 888 - 3644 PROJECT, DESCRIPTION_ - "PROPERTY SIDE FACING STREET" SYSTEM CAPACITY: 10.2 KW DC 17.6 KW AC PV PANELS: (30) SIL-TITAN 340 NL (60 CELL) BY SILFAB OPTIMIZERS: (30) P370 BY SOLAREDGE A, INVERTER: (1) SE760OH-US BY SOLAREDGE /2\\ RACKING SYSTEM: CROSSRAIL 48-XL BY EVEREST ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION Rafael A TITAN SOLAR POWER FL Gonzalez 12221 N US HIGHWAY 301 Soto �202105.1 THONOTASASSA, FL 33592 ................ 16:56:12 (813) 982 -9001 -04'00' #EC13008093 CONTRACTOR LOGO CUSTOMER: ERIN BISHOP (&TITAN PROJECT ADDRESS: 35562 STELLA VAST DR, ZEPHYRHILLS, FL 33541 S 0 L A R P 0 Vi E P -PARCEL NUMBEW7 BATTERY: (1) TESLA POWERWALL PROJECT INFORMATION PROJECT LATITUDE 28260135 MIN AMBIENT TEMP I °c — _T_ — MAXMBIENT ENIe PROJECT LONGITUDE E -12 21101 35 -C WIND EXPOSURE B AHJ I ZEPHYRHILLS MAX VOND SPEED 138 MPH C-I _ COVER SHEET C-2 SAFETY PLANS N_ E-1 ON LINE RISER DIAGRAM E-2 SAFETY LABELS STRUCTURAL PLAN S-2 RACKING PLAN D-1 PV MODULES DATA SHEET D-4 I BATTERY DATA SHEET GENERAL NOTES �ER FL. STATUTE 377.705 (REVISED 7/1/2017), 1 RAFAEL A. GON7ALEZ SOTO, P.E. 83104 AN ENGINEER LICENSED PURSUANT TO CHAPTER 471, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL --OMPONENTS ARE DESIGNED AND APPROVED USING THE STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING CODE. CABLE CODES: 2020 FLORIDA BUILDING CODE 7TH EDITION, 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER �TURES, FFPC 7TH EDITION, NFPA 2018, NFPA 70 AND NEC 201T RACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE LLED AND SEALED PER 2020 FLORIDA BUILDING CODE 7TH )N OR LOCAL GOVERNING CODE. LL WIRING METHODS AND INSTALLATION PRACTICES SHALL ONFORM To THE NATIONAL ELECTRICAL CODE (NEC) 2017, LOCAL TATE CODES, AND OTHER APPLICABLE LOCAL CODES- MEANS HALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYING ONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALL THEIR CONDUCTORS IN THE BUILDING. CONNECTORS TO BE ORQUED PER DEVICE LISTING, OR MANUFACTURERS ECOMMENDATIONS- NON -CURRENT CARRYING METAL PARTS SHALL E CHECKED FOR PROPER GROUNDING. RED SAFETY SIGNS AND LABELS SHALL BE PERMANENTLY .HED BY ADHESIVE, OR OTHER MECHANICAL MEANS, LABELS . COMPLY WITH ARTICLE 690 V1 OF THE NEC 2017 OR OTHER -ABLE STATE AND LOCAL CODES. SEE LABELS AND MARKING FOR MORE INFORMATION. ',IG ROOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOWING -ACTURERS INSTRUCTION SPECS, INCLUDING ALL GROUNDING CLIPS, GROUND LUGS, AND RAIL SPLICE KITS FOR ELECTRICAL kWIND TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOSED ANDS. DESIGN WIND PRESSURES ARE CALCULATED USING 7-16 EQUATION 30.6-1. ALL NOTES IN FIGURES ASCE 7-16 30.4-1 30.4-2(A,B AND /67C) HAVE BEEN INCORPORATED- MEAN ROOF -IT MUST BE LESS THAN 60 FEET. SHEET NAME: Co"VER SHEET PROJECT ID: ENGINEER OF RECORD: I SHEET TITLE: ENG. RAFAEL A. GONZALEZ SOTO. RE I C-1 TSP61951 DATE: j SHEETS-. 12-22-2020 1 OF 10 --------- - WIRE SIZES, QUANTITY & TYPE RACEWAY SIZE, TYPE & LOCATION WIRE AMPACITY CALCULATIONS ADDITIONAL INFORMATION WIRE DE -RATED CALCULATION CONDUCTOR NEUTRAL GROUND RACEWAY RACEWAY RACEWAY OUTPUT 125% OF MIN AMBIENT #OF VOLTAGE CONDUIT WIRE TAG QTY, SIZE & TYPE QTY. SIZE & TYPE QTY. SIZE & TYPE SIZE & TYPE LOCATION HEIGHT CURRENT OUTPUT OCPD WIRE TEMPERATURE CONDUCTORS DE -RATES DIST. VOLTAGE DROP % FILL % ABOVE ROOF CURRRENT RATING AMPACITY COEFFICIENT COEFFICIENT DC (BEFORE JB) (4) #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 0.76 1 30A 10 FT. 350V 011% 6-4% DC (AFTER JB) (4) #10 AWG THWN-2 N/A (1) #8 AWG THWN-2 3/4" EMT CONDUIT ABOVE ROOF 1/2" TO 3-112" 15A 18.3A 20A 40A 0.76 0.8 243A 20 FT. 350V 0.21% 8.1% AC (INVERTER TO METER) (2) #2 AWG THWN-2 (1) #2 AWG THWN-2 (1) #6 AWG THWN-2 1 1/4" EMT EXTERIOR WALL "N/A" 32A 40.OA 40A 130A I I 130A 5FT 240V 0.1% 7.7% CONDUIT DOCUMENTCONTROL ISSUED FOR PERMIT REV DESCRIPTION (30) SIL-TITAN 340 NL (60 CELL) BY SILFAB 2 4 #10 PV WIRE 1 #8 BARE WIRE GROUND 3 REFER TO SHEET D-1 NEMA3R JUNCTION BOX 3/4" EMT CONDUIT 4 #10 THWN-2 5 SE760OH-US BY SOLAREDGE REFER TO D-3 SHEET 6 2 #8 L1,L2 THWN-2 1 #8 THWN-2 GROUND 4 1 #8 THWN-2 GROUND - 1 #8 THWN-2 NEUTRAL 3/4" EMT CONDUIT 3/4" EMT CONDUIT 7 TESLA GATEWAY 2 8 2 #2 L1,L2 THWN-2 1 #6 THWN-2 GROUND 9 GATEWAY DISCONNECT - 100A RATED 1 #2 THWN-2 NEUTRAL 1 1/4" EMT CONDUIT 10 BACKUP PANEL RATED 125A PV SYSTEM DISCONNECT RATED 200 AMP 12 PV INTERCONNECTION POINT - PV BRAKER WITH 100A MAIN BREAKER 2 #10 L1,L2 THWN-2 1 #8 THWN-2 GROUND 13 UTILITY ELECTRICAL SERVICE 14 1 #10 THWN-2 NEUTRAL 3/4" EMT CONDUIT 15 TESLA POWERWALL 2 BATTERY A k r-"--, All (P 0 0 e 3k g fA D 'JA N DATE .ADjQ. ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: )1-04-20211 KC AF ENGIPARTNERS LLC Rafael A TITAN SOLAR POWER FL ERIN BISHOP ONE LINE RISER DIAGRAM DATE (CADI QC 7777777T7 CA� 32661 255 GIRALDA AVE ,Iflls,Gonzalez ­", 12221 N US HIGHWAY 301 PROJECTADDRESS� 35562 STELLA VAST DR , -�$, 11 I'll, -� Soto *TITAN ZEPHYRHILLS. FL 33541 CORAL GABLES, FL 33134 THONOTASASSA, FL 33592 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: f2022.05.1 1 S 0 L A R P 0 W E R E-1 ENS. RAFAEL A, GONZALEZ SOTOT PE DESIGN@ENGIPARTNERS.COM 16:56:36 (813) 982 -9001 TSP61951 -DATE� -04'00' PARCEL NtiMBER: SHEETS: 12-22-2020 3 OF 10 833 - 888 - 3544 #EC13008093 TERMINALS ON BOTH LINE AN LOAD SIDES MAY BE ENEIRGIZE IN THE OPEN POSITION DOCUMENTCONTROL ISSUED FOR PERMIT LABEL AC DISCONNECT, POINT OFINTERCONNECTION PER CODE: NEC 690,13 (B) PER CODE: NEC 110.27 (C) OSHA 1910.145(�(7) LABEL LOCATION: AC DISCONNECT LABEL LOCATION: AC DISCONNECT, MAIN PANEL ENGINEER CONTACT INFORMATION CORAL GABLES, FL 33134 LABEL LOCATION: ZTER 'QDE:NEC G8O,53 LLOCATK]N: RTER ,ODE: NEC 690.53 L LOCATION: ISCONNECT ammismummmumm ^ � ' ABEL LOCATION: POINT OF INTERCONNECTION LABEL LOCATION: POINT OF INTERCONNECTION PER CODE: NEC BEL LOCATION: MAIN SERVICE PANEL MAIN SERVICES DISCONNECT, DO CONDUIT LABEL POINT OF PER CODE: NEC 690.15, NEC 690.13(B) LABEL LOCATION: ADJACENT TOMAIN DISCONNECT GENERAL NOTE: ADHESIVE FASTENED SIGNS: ��T, E LABEL SHALL BE VISIBLE, REFLECTIVE AND SUITABLE FOR 0 �WHERE REQUIRED ELSEWHERE IN THIS CODE, ALL FIELD APPLIED LABELS, WARNINGS, AND MARKINGS SHOULD COMPLY WITH ANSI Z535.4 [NEC 110,21(B) FIELD MARKING]. ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF PROPERLY ADHERED. VINYL SIGNS SHALL BE WEATHER ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO Rafael A TITAN SOLAR POWER FL Soto (OTITAN THONOTASASSA, FL 33592 CUSTOMER: I SHEET NAME: ERIN BISHOP PROJECT'AiDDIRIESS: SAFETY LABELS 35562 STELLA VAST DR, ZEPHYRHILLS, FL 33541 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: DATE: SHEETS: ULTIMATE WIND SPEED 175 DOCUMENT CONTROL ISSUED FOR PERMIT 01-04-20, REV DESCRIPTION DATE TILT=25* AZIMUTH= 180o (S) ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC C.A. 32661 255 GJRALDA AVE CORAL GABLES, FL 33134 DESIGN@ENGIPARTNERS.COM 833 - 888 - 3644 ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL Rafael A 12221 N US HIGHWAY 301 Gonzalez Soto 2022.05.11 THONOTASASSA, FL 33592 16:56:58 -04'00' 1813) 982 -9001 #EC13008093 CONTRACTOR LOGO *TITAN 5 0 L A R P 0 W E R ROOF'S GENERAL NOTES: NOMINAL WIND SPEED 138 I- CONTRACTOR/INSTALLER TO VERIFY ROOF RISK CATEGORY 11 CONDITIONS FOR PROPER INSTALLATION OF THE PV SYSTEM. EXPOSURE CATEGORY B 2 CONTRACTOR/INSTALLER TO NOTIFY THE ROOF SLOPE (°) 25 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. pZ 0 5 '5"% CUSTOMER: FIN BISHOP PROJECTADDRESS: 35562 STELLA VAST DR ZEPHYRHILLS, FL 33541 PARCEL NUMBER: 32-25-21-0100-01900-0090 SHEET NAME: ROOF TYPE HIPPED PRESSURE ZONE: 1&2 MEAN ROOF HEIGHT: 13.65 PERIMETER WIDTH: 4.2 KID 0.85 KZT 1.0 KH 0.575 VELOCITY PRESSURE (a) -- 0.13WO.00256* KIK ZONES PRESSURES. MAX. MAX. (PSF) SPAN (FT) CANTILEVER (IN) 1 -22.58 6' 24!' 2r-31.115 4 16" -31.15 4' 161, N/A NIA N/A 3 -31-15 NIA N/A TOTAL ROOF AREA 2,787.89 sq.-ft: TOTAL MODULES: 30 TOTAL PHOTOVOLTAIC AREA: 548.96 sq.-ft: WIND LOAD (PSF): -31.15 TOTAL WIND LOAD (LBS): -17,100.10 TOTAL ROOF MOUNTS: 61 TENSION FORCE PER MOUNT (LBS): -280.33 LEGEND & SYMBOLS OBS ROOF OBSTRUCTIONS —, ARRAY# MODULE # STRING # PV MODULES TRUSSES OR RAFTERS ROOF MOUNTS & RAIL ------- ROOF SLOPE UL 1703 CERTIFIED MAX. PV MODULE SURFACE LOAD: 83.5 psf APPLIED WIND LOAD: 31.15 psf NOTES., -INSTALL MID CLAMPS BETWEEN S -TITAN IL MODULES AND ENDS CLAMPS AT THE 340 NIL END OF EACH ROW OF MODULES. (60 CELL) -ALUMINUM RAILS SHOULD ALWAYS BE SUPPORTED BY MORE THAN ONE FOOTING ON BOTH SIDES OF THE SPLICE. PROJECT ID- ENGINEER OF RECORD: SHEET TITLE: ENG. RAFAEL A. GONZALEZ SOTO, PE S-1 TSP61951 DATE: 12-22-2020 SHEETS: 5 OF 10 i r ssl a, A18- t j i Macharri al Properties Section Properties R v 'aciro 1/4" SS 18-8 BOLT --- 1/4" SS SERRATED FLANGE NUT EVEREST CROSS RAIL (48 - XL M 1V NOTE: SEAL BASE MOUNT TO EXISTING ROOF UNDERLAYMENT WITH ROOF SEALANT AND MEMBRANE o� Yf r—rossR ,j End Clamp CROSSRAIL END CLAMP fL-Foot. f rvp { Technical data iN>?,4.ak .IH";>3l *tics d7X2k �zil ;" LAG BOLT FLASHING I EXIST. 2X WD. 1Z TRUSSES OR ' /RAFTERS E PLACE BOLT AT C.L. OF TRUSS OR C} ( �!EQ. RAFTER SECTION "A -A" N.T.S. -2 oe No— IA- 2X4 RAFTERS 24" O.C. ­1"­# 1. naee tallaten - ASPHALT �' SHINGLES rvm as y Ftewbte Flashing �: 5/16" SS LAG BOLT 5116" SS FENDER WASHER ' jffi DOCUMENT CONTROL DATE ICAD QCI ENGINEER CONTACT INFORMATION ENGINEERING STAMP ISSUED FOR PERMIT 01-04-2021i KC AF ENGIPARTNERS LLC Rafael REV DESCRIPTION DATE PAD QC cyja fFr Gonzalez _ C.A.32661 255 GIRALDA AVE E SDt:O. - - — _ — — CORAL GABLES, FL 33134 2022.05.11 -- ------ DESIGN@ENGIPARTNERS.COM m- c, , 16:57:09 -a4�0a' p I: 833-888-3644 fiD,,e /f CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL 12221 N US HIGHWAY 301 THONOTASASSA. FL 33592 (813) 982 -9001 1 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 bolt size with regard to shear forces. (5) Install lag bolts with head ad washer Flush to surface (no gap). Do nor over -torque. (6) without at 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 Construction. CONTRACTOR LOGO CUSTOMER: ERIN BISHOP C N C 111 H 1111111" $ 1 -15 1� LaIC 01 0 d C L=t &*41 q.7 4 's,x• 0 kttfi: I gr. A+ 3x.. 5a E [ e 4x Degrees 2 6 5 5 4 3 3: 2. 2 2 T to 27 3 8 & 8 -7 4 Degrees ZaTo45 2 2 S 6 8. E. 8 4 7 3 G 3 2 4 2 2 3 Degree4 6 ta6 2 t 1 8 &' ' 7 8 1 8 5 .. 7 f .. 5 3 a 1 3 3 3 3 De. roes 2 1 4 3 3. 2 0 7 to27 1 3 I 3 6 4 # 4 Degrees 2 S: >*" 4 3 3 2 2 2 O 28 to 45 1 E 1 7 7 6 5 4 4 De91ez5 2 7 i 6 6 5 4 3 (s 3 { 2 ota6... 1 8 8 3 8 8 S l 5 I 7 6 Degrees 2 8 8 d 7 6 5 I 4 4 3 7oa 27 1 8 $ a a F & 8 S 7 Degrees 2 8 3 8 7 6 T 2 4 3 i t DeY,�es 2 8. f 8 I S L' 3 7 5 j 5 LAG BOLT PULL OUT CALCULATIONS Spruce Ptna. Per inch Thread Depth 2661bs SS tag Bol# 5/16' x 4 Min. Thread Depth Wood Strength x Thread Depth = Pull Out Strength 266 lbs. x 3 in = 798 lbs. Allowable Pull Out Strength per Lag Bolt 798 lbs. Max. Pull Out Strength Required per Lag. Bolt 210.33 Lag Bolt Pull Out Strength Safety Factor 2.$5 Lag Screw Installation Guidelines 1 Determine location for the Mount on roof by drilling through the center of truss from bottom with 5/32" drill bit. 2. Mark mounting holes for Mount on underlayment Mounting holes should be centered on the trusses. 3 Dnit 15164" pilot hole. 4. Apply sealant to bottom of Mount. 5. Place Mount over roof underlayment with holes in roof. 6. Apply sealant to bottom of Mount, apply sealant to lag screws and fasten Mount securely to trusses 7 Apply additional sealant to top assembly to be sure all penetrations are sealed. Asce,.rs,re "ay Pxe==�,e M K e t atn�ea� air e rt fvyA e a � znn:©cmenr no., �w �.�a mom atenea i� s ,.male .Me �11n x oaa ante s.e 1 t en9 7.111N«,a son ., rem SHEET NAME: PROJECT ADDRESS: 35562 STELLA VAST DR, DISTRIBUTED LOAD CALCULATIONS PV MODULES & RACKING WEIGHT- LINDIVIDUAL MODULE WEIGHT + 3.5 LBS) AMODULE QTYg =144.5 LESS "_{30} - 3335 LBS PER SQUARE FEET (PSF) ARRAY LOAD = PV MODULES & RACKING WEIGHT f TOTAL ARRAY AREA = 1335 LBS 1548.96 SOFT = 2.43 PSF --- -- -- HENCE, ROOF, WILL CARRY THE. ADDITIONAL SOLAR SYSTEM LOAD Uni-Rac Specs. Lag pull-out {withdrawal) caQacities Ibs� in typical roof lumber (ASD) STAINLESS STEEL Lag screw specifications Specific 5/B"shaft, -- gravity per inch thread depth Douglas Fir, Larch 0.50 266 Douglas Fir, South 0.46 235 Engelman Spruce, Lodgepole Pine 0.46 235 (MSR 1650 f & higher) I _ Hem, Fir, Redwood (close grain) 0,43 212 Hem, Fir (North) 0.46 235 Q Southern Pine 0.55 307 D Spruce, Pine, Fir 0.42 205 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL 9 7 0,50 266 Sources: American Wood Council, NDS 2005, Table 11.2A, 11.3A ZEPHYRHILLS, FL 33541 PROJECT to: ENGINEER OF RECORD: SHEET TITLE: S 0 L A R P O IIN E R .t ENG RAFAEL A. GONZALEZ SOTO, PE S-2 PARCEL NUMBER: ------- TSP61951 DATE:---- :SHEETS: r� 32-25-21-0100-01900-0090 12.22-2020 GG V OF 10 r INDUSTRY" LEADING WARRANT" The Titan Solar Panel is manufactured ray Silfab Solar and inclines an industry leading 25-year product Workmanship and 30- year performance warranty. MAXIMUM ENERGY OUTPUT Leveraging over 35+ years of worldwide experience in the solar industry, Silfab Is dedicated to superior manufacturing processes and innovations such as Bifacial and Back Contact technologies, to ensure our partners, such as Titan Solar have the latest in solar innovation. NORTH AMERICAN QUALITY Silfals is the leading automated solar module mane- ..... a facturer- r, North America- Utilizing premium quality materials and strict quality control management to deliver the highest efficiency, premium quality PV modules 13fls made inNorth America. Liar<ar ttr;�f'��sf��ntala�e�n�ararrt�� �Ea�e,r _ _ 2£3 y�� r ,ram r ( ULI. (J,14t✓(-:11L. 3. I,ttt7U.j, [„ F.'.ti tc' `.:I.TL �JIi1`3 t�- �i-2p K.)t_JI%. �,) It-��. 4LC612lb -1i1Y 2"'. Product IE ,7z ` i 1 ` CSAC22.2a ,1130L; -2 , iEC 2716 Armm<,nia Corr,s i n, lEC61701:2()11 90 F 9 IVPI, rc tr o x.J„'n.z ngt 7 Ear �I r ._,. �. 4°3 r r 1 � .A -- i r -{-Ilk l .<< $ if r € <1 m5 j 1 Ir za ------------ DOCUMENT CONTROL I .:DATE CADI:QC f ENGINEER CONTACT INFORMATION ENGINEERING STAMP- CONTRACTORS CONTACT INFORMATION ' CONTRACTOR LOGO CUSTOMER: SHEET NAME: is ISSUED FOR PERMIT [01-04-26211 KC AF ENGIPARTNERS LLC Rafael A TITAN SOLAR POWER FL ERIN BISHOP q�Nn g..�+ gq gg 9 DULES DAT REV DESCRIPTION DATE ICADIOC' C.A.32661 :' x -'r Gonzalez 12221 N:US HIGHWAY 301 PROJECT ADDRESS: °��� 255 G€RALDA AVE�tQ 35562 S?FLEA VAST aR, *TITAN I I CORAL. GABLES, FL 33134 � x`,xz = THONOTASASSA, FL 33592 ZBPHYRHILLS, FL 33541 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: — ( 2022.05.11 S U LA u P u'WE 3 ENG.RftFAELA.GONZALEzsolo,PE v-i i 't DESIGN ENGIPARTNERS.COM c ` P s 16:57:26 813"982-9001 -- — -- TSP61951 --- - — - - _ _ T 883-888-3544 :. t,k_ #EG13008093.. 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