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HomeMy WebLinkAbout6677 Fort King RdVICINITY MAP: CLOSE RANGE PROJECT SCOPE AND DESCRIPTION THIS PROJECT INVOLVES MODIFYING AN EXISTING DUMPSTER ENCLOSURE PRESENTLY SERVICING (2) EIGHT YARD DUMPSTERS. THE ENCLOSURE WILL BE ENLARGED TO ACCOMMODATE A SINGLE TRASH COMPACTOR /DUMPSTER. A REMAINING PORTION OF THE EXISTING ENCLOSURE WILL BE USED AS EXTERIOR 'BULK' STORAGE A NEW ELECTRICAL METER, SERVICE DISCONNECT, AND PANEL WILL BE INSTALLED AND FED FROM AN EXISTING NEARBY TRANSFORMER. ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE I Il DESIGN LOADS WIND: 140 M.P.H. ROOF L.L. 20 P.S.F. MIN D.L. 10 P.S.F. MIN, FLOOR SLAB D.L. 15 P.S.F. L.L. 40 P.S.F. CITY OF ZEPHYRHIL PLAN EXAMINER 0 ,1�, RIS CLASSIFICATION: II BUILDING CLASSIFICATION: II BASIC WIND SPEED: 140 m.p.h. WIND IMPORTANCE FACTOR: 1 WIND EXPOSURE: C r THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BY H. THAYER HERSOM, ARCHITECT (FL. AR10528) AND ARE HEREBY CERTIFIED TO COMPLY WITH ALL APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE, 5th EDITION (2014). PROJECT NO. ' 17052 DATE 10/17/17 SHEET .'PLAN and INFORMATION;, A OF C/7y of 2EPX/y, l`o 6MA R7Y Co02P.gC7V �S AiEEQED, �J141AIT�i/�'E ,gy O(AW& e Pretty Pond Rd LS .2 �o 70 a- 4SC® MEDICAL ARTS CENTER Q DESCRIPT ON ,IFYING AN EXISTING YARD DUMPSR ERS. /ICING (2) EIGHT ATEA SINGLE LARDED TO N NG PORTION CCOMMOD OF THE ER. A REM A SE USED AS EXTERIOR 'BNQKP N STORAGE. SERVICE N EXIS p FROM T NG NEARBY QC THESE CONSTpRFPAREDDBYUMENTS HAVE BEEN Om ARCHITECT H. THAYDR HERSND ARE HEREBY (FL. AR10528) CERTIFIED TO COMPLY WITH ALL FPORIDABLE BUILDINGOC OEF 5t E EDITION (2014). C®DE,REVAIL►NG CODE, I'zb :PHYRHILLS REVIEW DATE CITY OF ZEPHYR HIL PLAN EXAMIN mil 77p.S. RIS CLASSIFICATION II BUILDING CLASSIFICA 1144N: P h BASIC WINORT NCEp FACTOR: 1 MP PROJECT NO. 17052 ____._-- p ATF 1Q/?/1. 7__--- WIND I SHEET _. 40 P..S•F WIND EXPOSURE: C A ioN OF 3 ETS ttLMill iFORMAT C/ <y of k � E-m,PTY Cotpq.C7oo AS ►I PROJECT WORK AREA PARTIAL PLAIN I- e N N, 41 W ®® E S REVIEW DATE CITY OF ZEPHYR PLAN EXAMINER ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODES NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES EXISTING CONDITIONS PHOTOGRAPH EXISTING ELECTRIC) TRANSFOf TO REMAI PROJE( AREA SITE PLAN w ; o E NOT TO SCALE 7r s EXISTING CONDITIONS PHOTOGRAPH Parcel 03-26-21-0010-03500-0000 Mailing Address SUMMERSET APARTMENTS LIMITED PARTNERSHIP 3550 S TAMIAMI TRL STE 301 SARASOTA FL 34239-6014 Physical Address - See All 100 addresses (First Shown) 6627 FORT KING RD ZEPHYRHILLS, FL 33542 Legal Description (First 4 Lines) ZEPHYRHILLS COLONY COMPANY LANDS PB 2 PG 6 PORTION OF TRACTS 36 45 & 46 DESC AS COM AT SW COR OF NE1/4 Jurisdiction City of Zeghyrhills Z emon Ave w o =. Rutledge Dr o n VALLEYDALE ACRES 7EPHYRHII LS Pretty Pond Rd COMMONS o a a PASCO MEDICAL ARTS CENTER v IN Daughtery Rd CHARLESTON OAKS a N DRIFTWOODDIVISIO 16627 Fort King Road STADIUM PARK SLEEPY I Eiland Blvd o sa MOBILE E I ZEPHYR PA a b S? 7 GREEN HILLS VICINITY MAP: CLOSE RANGE PROJECT SCOPE AND DESCRIPTION THIS PROJECT INVOLVES MODIFYING AN EXISTING DUMPSTER ENCLOSURE PRESENTLY SERVICING (2) EIGHT YARD DUMPSTERS. THE ENCLOSURE WILL BE ENLARGED TO ACCOMMODATE A SINGLE TRASH COMPACTOR/DUMPSTER. A REMAINING PORTION OF THE EXISTING ENCLOSURE WILL BE USED AS EXTERIOR 'BULK' STORAGE. A NEW ELECTRICAL METER, SERVICE DISCONNECT, AND PANEL WILL BE INSTALLED AND FED FROM AN EXISTING NEARBY TRANSFORMER. (��Ak Ckv�)� /6 t74SA i, C>/ DESIGN LOADS WIND: 140 M.P.H. ROOF L.L. 20 P.S.F. MIN. D.L. 10 P.S.F. MIN. FLOOR SLAB D.L. 15 P.S.F. L.L. 40 P.S.F. RISK CLASSIFICATION: II BUILDING CLASSIFICATION: II BASIC WIND SPEED: 140 m.p.h. WIND IMPORTANCE FACTOR: 1 WIND EXPOSURE: C PLAN, PARTIAL SITE PLAN and INFORMATI("')N © COPYRIGHT, 2017 H. THAYER HERSOM, ARCHITECT AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. U N 0 U W O a ry a� U t� 0 � � 0 Q0 0 w O> V) iz 0-) W Q0 W Q W i® rr, O o 0' 1D O Q00 N Q 0 n, w O +� = a z E w r O �{ L O Q! � x t� w z It LO co co w zri 4 Q4 N N •d d 0 x 0 w co c0 cQ � N 0 Lr' V) U Q d- o r7 O L0 n 00 `L- Ln _Ln 0 0- raj N p ap THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BY H. THAYER HERSOM, ARCHITECT (FL. AR10528) AND ARE HEREBY CERTIFIED TO COMPLY WITH ALL APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE, 5th EDITION (2014). 17052 10/17/17 SHEET A-1 A-3 1 1_ EXISTING GRAVEL AREA TO REMAIN /• o 0 0 / o0 / oo\ / EXISTING GALV. / POST TO REMAIN / RELOCATE EXISTIN / 5' wide GALV. Cl / GATE / NEW GALV. POST / EXISTING 6' high / C.L. FENCE TO / REMAIN (TYP. / THREE SIDES) / CONC. GROUT FILLED BLOCK CELLS AS IN— DICATED W/ (1) #5 0 VERT. REINFORCING 0 0 o CONT. FROM FTG. TO o TIE BM. LAP SPLICES MIN. 25" & WIRE TIE. 0 0 o° 0 0 0 0 0 0 0 0 0 0 0 o0 co o� o � <v O y' Coy T EXISTING CONC. 1 FILLED STEEL / BOLLARDS TO REMAIN 0 (TYP. OF SIX) O o 6 \S q o / F TN' co" T / F 6" dia. THK. 16" CONC. FILLED STEEL o-z' BOLLARDS. 3-0 x 3-0 (VERIFY) -Z�7 Cb DOOR: VERIFY EXACT REQUIREMENTS W/ OWNER = o c & COMPACTOR SUPPLIER REMOVE & RELOCATE ryo EXIST. 5' wide C.L. cos GATE I Q- I — / REMOVE (3) EXISTING / `l GATES / o \ F r , COMPACTOR/DUMPSTER 101 26�_"�v O 2 FkiST/ N� M gSoNRr 4Qoso RF �/�Tti rTo R FMgiNi EXISTING ELECTRICAL TRANSFORMER TO REMAIN 75 kVA 208Y / 120 SCALE 1/4 " = 1'-0" NEW 7'-3"+/— x 6' high GATES. VINYL SLATS ON GALV. STEEL TUBE FRAME (TYP. OF TWO) NEW 6" THICK CONCRETE APRON. 3,000 PSI CONCRETE W/ FIBERMESH REINFORCING STEEL BOLLARDS 5' ABV. CONC, SLAB ELEV. & EMBEDDED MIN. 3' INTO 3,000 PSI CONCRETE (TYP. 2 NEW BOLLARDS) a NEW MIN. 4" THICK 3,OOOpsi CONCRETEWALK W/ FIBERCRETE REINFORCING. TOP OF NEW SLAB TO MATCH TOP EXISTING CONCRETE SLAB ELEVATION (TYP.) NEW MIN. 6" THICK 3,000psi CONCRETE W/ 10 / 10 6x6 W.W.F. AND FIBERCRETE REINFORCING. TOP OF NEW SLAB TO MATCH TOP EXISTING CONCRETE SLAB ELEVATION (TYP.) EXISTING GATE TO REMAIN Nsillto] IN"tell EXISTING LANDSCAPED ISLAND TO REMAIN MASONRY CELL LEGEND CONCRETE FILLED CELL W/ VERT. REINF. (1—#5 VERT. LAP SPLICES MIN. 25" & TIE W/ WIRE). NOTE: STEEL REINF. FROM FTG. TO TOP MASONRY COURSE. CONC. GROUT FILLED r�TFry�T BLOCK CELLS AS IN— / DICATED W/ (1) #5 VERT. REINFORCING / ^/ CONT. FROM FTG. TO Z: TIE BM. LAP SPLICES MIN. 25" & WIRE TIE. v y C Cb c / / u NEW MIN. 6" THICK 3,000psi / A'� CONCRETE W/ 10 / 10 6x6 W.W.F. �o AND FIBERCRETE REINFORCING. cs / / TOP OF NEW SLAB TO MATCH TOP EXISTING CONCRETE SLAB / ELEVATION (TYP.) / , C Fkisr C�N0 /0�0 Wj �— EXISTING CONC. FILLED STEEL BOLLARDS TO REMAIN (TYP. OF SIX)---,, x F,�/ST/Nc ��S�NRY RF GY�Ty EXISTING ELECTRICAL TRANSFORMER TO REMAIN 75 kVA 208Y / 120 FOUNDATION PLAN 9 Ic NEW 6" THICK CONCRETE APRON. 3,000 PSI CONCRETE W/ FIBERMESH REINFORCING STEEL BOLLARDS 5' ABV. CONC. SLAB ELEV. & EMBEDDED MIN. 3' INTO 3,000 PSI CONCRETE (TYP. 2 NEW BOLLARDS) NEW MIN. 4" THICK 3,000psi CONCRETEWALK W/ FIBERCRETE REINFORCING. TOP OF NEW SLAB TO MATCH TOP EXISTING CONCRETE SLAB ELEVATION (TYP.) EXISTING LANDSCAPED ISLAND TO REMAIN I I ilill 1, 11 ''! I 1111i ill i!l 1111, �A NEW CONT. MIN. 1'-4" wide x 1'-8" high CONC. FTG. W/ (2) #5's CONT. LAP SPLICES MIN. 25" TYP. © NEW CONT. MIN. 1'-8" wide x 1'-8" high CONC. FTG. W/ (2) #5's CONT. LAP SPLICES MIN. 25" TYP. © NEW CONT. MIN. 1'-8" wide x 1'-8" high CONC. FTG. W/ (3) #5's CONT. LAP SPLICES MIN. 25" TYP. RISK CLASSIFICATION: II BUILDING CLASSIFICATION: II BASIC WIND SPEED: 140 m.p.h. WIND IMPORTANCE FACTOR: 1 WIND EXPOSURE: C © COPYRIGHT, 2017 H. THAYER HERSOM, ARCHITECT AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. 00 E U L o w o 0 ~ Q � E a� Q 0 0 W O> W � � _ uro Q Q Lj }- o O rn Q LL_ 0 00 Q) • o N < n 111 111 1 , , w c c) _ © w zul � w r < O N r E- r L 0 � o � E x v� E w� z C\2 CD cc C N 0 c) CD � C)u N p f) CD o�Ln Ln U � 00 ��rn o n ® �° o E N p 00 (o THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BY H. THAYER HERSOM, ARCHITECT (FL. AR10528) AND ARE HEREBY CERTIFIED TO COMPLY WITH ALL APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE, 5th EDITION (2014). 17052 10/17/17 SHEET A-2 A-3 0 CONT. CONCRETE —FILLED (TAMPED SOLID) 'U' BLOCK COURSE W/ (1) #5 CONT. LAP SPLICES MIN. 25" TYP. (1) #5 VERT. REBAR IN CONC.— ►I. z FILLED CELL (SEE FLOOR PLAN or II' c~n FOUNDATION PLAN FOR REQUIRED w LOCATIONS. LAP REBAR MIN. 25" SPLICES TYP. a NEW 8x8x16 MASONRY UNITS II PAINT FINISH BOTH SIDES c (THIS LOCATION ONLY) °I I. SAW —CUT EXIST. CONCRETE SLAB THIS AREA FOR NEW I.) REQUIRED CONT. CONC. FTG. ;I EXISTING CONCRETE EXISTING CONCRETE SLAB TO REMAIN I SLAB TO REMAIN I — — — — — — — — — — — — — - ° ° I I — e °. \41 CONT. CONCRETE—FILLED4CONT. CONCRETE —FILLED (TAMPED SOLID) 'U' BLOCK I�.. (TAMPED SOLID) 'U' BLOCK COURSE W/ (1) #5 CONT. I II: COURSE W (1 LAP SPLICES MIN. 25" TYP. LAP SPLICESMIN#525" TYP. 11. TYP. EXTERIOR SIDE: TYP. EXTERIOR SIDE: II FINISH W. STUCCO TO MATCH FINISH W. STUCCO TO MATCH (1) #5 VERT. REBAR IN CONC.— ail. EXISTING MASONRY WALL. EXISTING MASONRY WALL. If (1) #5 VERT. REBAR IN CONC.— CD FILLED CELL (SEE FLOOR PLAN or d II. INSTALL PER ASTM C-926 INSTALL PER ASTM C-926 FILLED CELL (SEE FLOOR PLAN or z c~n FOUNDATION PLAN FOR REQUIRED TYP. TYP. FOUNDATION PLAN FOR REQUIRED c~n ,x LOCATIONS. LAP REBAR MIN. 25" elf II _ II LOCATIONS. LAP REBAR MIN. 25" w ©SPLICES TYP. °II e ® SPLICES TYP. a �1 hl . a � NEW 8x8x16 MASONRY UNITS II ° NEW 8x8x16 MASONRY UNITS PAINT FINISH INTERIOR SIDE ° PAINT FINISH INTERIOR SIDE 00 ONLY I ONLY 00 I 4�I . �O NEW MIN. 6" THICK 3,000psi ° �. NEW MIN. 4" THICK 3,000psi I I° NEW MIN. 6" THICK 3,000psi CONCRETE W/ 10 / 10 6x6 W.W.F. I CONCRETEWALK W/ FIBERCRETE I CONCRETE W/ 10 / 10 6x6 W.W.F. AND FIBERCRETE REINFORCING. I REINFORCING. EXISTING SURFACE I I AND FIBERCRETE REINFORCING. TOP OF NEW SLAB TO MATCH dl TOP OF NEW SLAB TO MATCH GRAVEL TO REMAIN I. TOP OF NEW SLAB TO MATCH TOP EXISTING CONCRETE SLAB I TOP EXISTING CONCRETE SLAB I TOP EXISTING CONCRETE SLAB ELEVATION (TYP.) I ° ELEVATION (TYP.) I, ELEVATION (TYP.) II e II . ° ° — ----___ —sd e°. 7—.° — r\ \ \ \ \ \ \ II e ° 00 X ° e: 4 a e .. , NEW CONT. MIN. 1 —4 wide _/ ��\ \�\ j,\� \�\� aye\ j \� �j�� ,\\�� \ �/� X� �X�\� x 1 —8 high CONC. FTG. W/ (2) #5's CONT. LAP 1'-4" NEW CONT. MIN. 1'-8" wide 1,_8„ 1'-871 NEW CONT. MIN. 1'-8" wide SPLICES MIN. 25" TYP. MIN. x 1'-8" high CONC. FTG. MIN. MIN. x 1'-8" high CONC. FTG. W/ (3) #5's CONT. LAP W/ (3) #5's CONT. LAP 3'-0" SPLICES MIN. 25" TYP. SPLICES MIN. 25" TYP. WALL SECTION `� ' WALL SECTION- SECO"TION- SCALE 3/4" = 1'-0" SCALE 3/4" = 1'-0" SCALE 3/4" = 1'-0" CO COPYRIGHT, 2017 H. THAYER HERSOM, ARCHITECT AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. 00 E U I ° W o .0 r = Q cE U r L L_ L. 0 LLJ (/-) n ry C) T /^I W LLJ �N LJj-1L rt 0 QV ry Q LLJ < CO i- O a' Q C 00 � � C N Q n' 1 1 W cco 4 o w Q) E z w r O N r r o 0 E E =i to E" 44 � w ♦0 � N 0 U c p r� O L0 n00 U) I ccy) �n O o Ln U o E 0- N p pp CO (- THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BY H. THAYER HERSOM, ARCHITECT (FL. AR10528) AND ARE HEREBY CERTIFIED TO COMPLY WITH ALL APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE, 5th EDITION (2014). RISK CLASSIFICATION: II BUILDING CLASSIFICATION: II BASIC WIND SPEED: 140 m.p.h. WIND IMPORTANCE FACTOR: 1 WIND EXPOSURE: C 17052 10/17/17 SHEET A-A-33 LOAD CALCULATIONS FOR "PANEL NEW PANEL A" BASED ON THE 2011 NEC NEC 220.61(A) Li L2 L3 NEUTRAL CALCULATES} LOAD ( NEC 215.5) 6,856 VA 6,656 VA 6,656 VA 6.858 VA CALCULATED LOAD WITH DEMAND FACTORS ( NEC 215.5) GENERAL LOAD 200 VA 0 VA OVA 200 VA RECEPTACLE LOAD (NEC TABLE 220.44) 1ST 10,000W 0 VA 0 VA 0 VA 0 VA CONTINUOUS LOAD (NEC 215.2) 0 VA 0 VA 0 VA 0 VA PLUS 25% 0 VA 0 VA 0 VA 0% (NEUTRAL) NEC 215.2(A) EX NO.2 0 VA MOTOR LOAD (NEC 430.24) 6 A56 VA 6,656 VA 6,656 VA 6.666 VA PLUS 25% OF LARGEST MOTOR 1,664 VA 1,664 VA 1,664 VA 1,664 VA KITCHEN LOADS (NEC 220.50) Li (0 X 1) = 0 VA 0 VA L2(OX1)= 0VA L3(OX1)a OVA TOTAL BALANCED LOAD (3-PHASE) 8,320 VA 8,320 VA 8.320 VA TOTAL BALANCED LOAD (1-PHASE) OVA 0 VA 0 VA TOTAL UNBALANCED LOAD (1-PHASE) 200 VA 0 VA 0 VA NEUTRAL LOAD 9,520 VA LINE AMPS BALANCED (3-PHASE) 69.3 A 69.3 A 69.3 A LINE AMPS BALANCED (1-PHASE) 0.0 A 0.0 A O.0 A LINE AMPS UNBALANCED (1-PHASE) 1.7 A 0.0 A 0.0 A TOTALS 71.0 A 69.3 A 69.3 A 71.0 A ADJUSTMENT FACTOR 14.2 A 119 A 13.99 A 14.2 A TOTAL DESIGN LOAD 85.2 A $3.2 A $3.2 A 86.2 A VOLTAGE DROP CALCULATIONS Three Phase (2 X 75" L X 0.1220 lR X 71.0 A + 1,000 X 0.866) = 1..1 VD Voltage Drop % (1.1 VD + 208 V X 100) - 0.6 % VD HARMONIC CURRENT CALCULATION ( NEC 31 OAS (8) 4 (C) & NEC TABLE 310.15 B (2) A } ( Harmonic Load 0 VA + Connected Load 20,168 VA) X 1100 = 0 % Harmonic Load Does Not Exceed 50% FAULT CURRENT CALCULATIONS Available Fault Current at Starting Point (( 35,ODO AFC X 1.00 UA ) +- 220 MC36,220 AFC Conductor Factor CF - Formula (1.732 X 76 L X 36,220 AFC ) + (9,317 C X 1 N X 208 V) - 2.361 CF Conductor Multiplier CM - Formula ( 1 ) + (1 + 2.361 CF) = 0.298 CM Conductor Let -Through Current CLC - Formula ( 35,220 AFC X 0.298 CM) = 10,496 CLC A - Amps AFC - Available Fault Current C - Conductor Constant CF - Conductor Factor CLC - Conductor Let -Through Current CM - Conductor Multiplier L - Length of Conductor MC - Motor Contribution N - Number of Conductors Per Phase R - Resistance UA - Unity Adjustment 1.1 V - Voltage VA - Volt Amps VD - Voltage Drop With Panel 2014 Software- Copyt ht Durand 8 Associates - wwwduffindwmcmMs.com PANEL NEW PANEL A FEEDER FED FROM TRANSFORMER NUMBER OF CONDUITS 1 # CIRCUITS 20 FEEDER CONDUIT 1 1/2" HI VOLTAGE 208 WIRE SIZE Ll #1/0 LOW VOLTAGE 120 WIRE SIZE L2 #1/0 PHASE 3Y WIRE SIZE L3 #110 DESIGN LOAD AMPS 150 WIRE SIZE NEUTRAL #110 NEUTRAL BUS YES WIRE SIZE GROUND #6 GROUND BUS YES AVAILABLE FAULT CURRENT AT THIS PANEL 10,496 MAIN LUG ONLY DISPLAY VOLTAGE DROP METER AND OR CT UNDERGROUND OR OVERHEAD LIFER GROUND # BKR CIRCUIT DESCRIPTION H I VA VA I H CIRCUIT DESCRIPTION BKR # 1 50amp 3pole COMPACTOR MOTOR M 6,656 L1 200 G LIGHTING 20amp Ipole 2 3 50amp 3pole COMPACTOR MOTOR M 6,656 L2 M 4 5 50amp 3pole COMPACTOR MOTOR M 6,656 L3 M 6 7 M L1 MI 1 8 9 D L2 D 10 11 D L3 D 12 13 G Ll G 14 15 GI L2 G 16 17 G L3 G 18 19 G I L1 G 1 20 NEW 30" x 30" HOFFMAN C.T. CABINET NOTE: VOLTAGE 0 DROP © .5% SEE LOAD NEW CALCULATIONS C.T. METER NEW UNDERGROUND FEED FROM TRANSFORMER ® 36" BELOW GRADE WITH WARNING TAPE ® #4Cu -� 12" BELOW GRADE (TYP.) LENGTH OF GND. CONDUCTORS LESS THAN 25': (4) #1 / 0 THHN Cu (1) #6 Cu GND 1 1/2" PVC-40 CONDUIT = J (4)#1 / 0 THHN Cu (1) #6 Cu 2 1/2" EMT --------- -\ NEW FUSED DISC. 150amp (1)#4Cu-3/4"C NEMA '3R' PER TABLE 250.66 T (1)#4Cu-3/4"C (1)#4Cu-3/4"C PER TABLE PER TABLE 250.66 250.66 _ NEW GROUNDING: (2) NEW 5/8" dia. COPPER CLAD =_ DRIVEN GROUND RODS 10'-0" long MIN. 6' APART PER NEC 250.52(A)(4) THROUGH (A)(8) NEW PANEL FLUSH 208Y/120/60/3 150A, M.L.O. 35.220 K AIC NO SCALE NOTE: PER FBC ENERGY CONSERVATION, SECTION 503.7.3.1: FEEDER CONDUCTORS SHALL BE SIZED FOR A MAXIMUM VOLTAGE DROP OF 2 PERCENT AT DESIGN LOAD. BRANCH CIRCUIT CONDUCTORS SHALL BE SIZED FOR A MAXIMUM VOLTAGE DROP OF 3 PERCENT AT DESIGN LOAD. CODE COMPLIANCE: FLORIDA BUILDING CODE, 5th EDITION (2014) CURRENT ADOPTED EDITION AND SECTIONS 2011 NATIONAL ELECTRICAL CODE (N.E.C.) I1 NE ME NE DIE NEW I FEED BEL01 12" B CONDi (4) # (1) #I 1 1/2 ELECTRICAL PLAN - SCALE NOTE: ALL ELECTRICAL WORK PER 2011 N.E.C. NOTE: ALL ELECTRICAL WORK PERFORMED BY A STATE OF FLORIDA LICENSED ELECTRICIAN. go, U2 I I 1 2 1� INNER all I 91N Ire 1UT I - © COPYRIGHT, 2017 H, THAYER HERSOM, ARCHITECT AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY I PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. 00 E U I o LJ_J 0_ 0 � E U J O � L� a� t 0 G W > rO VNN1 L� Q 0) WLij c9 Elf Q LLI Q `- Ljj Of i- O °' Q � � O Q 00 C/) n N CV C n It W LO CIO C7 4 Co O � E z w i :~ a' a� r O � N r r O L0 E E x Ln E o w z` Z cc CN N Ln � V -4- p n O 0 "0 L'r' CfnLn Ln V I o ,n Q2 ., , ' O E N o ap co �-- � THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BY H. THAYER HERSOM, ARCHITECT (FL. AR10528) AND ARE HEREBY CERTIFIED TO COMPLY WITH ALL APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE, 5th EDITION (2014). 117052 10/17/17 SHEET E-1 E-1