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HomeMy WebLinkAbout6627 Fort King RdParcel 03-26-21-0010-03500-0000 0 / E} / AF PROJECT WORK AREA PARTIAL SITE PLAN,," 41 SCALE I 10,_0 i) W+ E EXISTING CONDITIONS PHOTOGRAPH EXISTING ELECTRICi TRANSFOf TO REMAI REVIEW DATE 1 CITY OF ZEPHY HI PLAN EXAMINER ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES PROJEI AREA SITE PLAN NOT TO SCALE EXISTING CONDITIONS PHOTOGRAPH N W E S ernon Ave 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 Zephyrhills 0 ` KAfi� v-2 o� l a� ZEPHYRHILLS Pretty Pond Rd COMMONS o rD OAK RUN a a s � a 2utledge Dr o co -n 0 c D a ro I a i VALLEYDALE ACRES a PASCO MEDICAL ARTS CENTER c a v co Daughlery Rd CHARLESTON OAKS ?6627 Fort King Road DRIFTWOODDIVIStO STADIUM PARK SLEEPY I Eiland Blvd o F5-41 MOBILE E ZEPHYR PA d 0 �^ 0 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. 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 SITE PLAN, PARTIAL SITE PLAN and INFORMATION CQ COPYRIGHT, 2017 H. THAYER HERSOM, ARCHITECT AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. �— 00 F U L o LLJ O 0 F— E T Q E U 0 s 41 �W o> C,()ry �QCY) LLJLj Q00 ry Q LLJ Q rC coo Q co O Q M 00 _ N Q C 0 n III III AIIIIII III �r w co a co o a z E w L :. >1 r Q. O N N r U r 4-J a 'd cd vL�i O 0 04 d E" o � w w z � C\2 CD co �®0 a� v 0 P \ V) U -0-4- � CD co O � Ln C � � Ln 0 O Ln �o a^ 0 0 E N p 00 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 EXISTING GRAVEL AREA TO REMAIN IN N. / 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 VERT. REINFORCING IN CONT. FROM FTG. TO TIE BM. LAP SPLICES MIN. 25" & WIRE TIE. C �o .° r61 NEW 7'-3"+/- x 6' high GATES. VINYL SLATS ON GALV. STEEL Z� NFL Ti�S Its, TUBE FRAME (TYP. OF TWO) 60 4� �--- 6" dio. J" THK. CONC. FILLED STEEL A cz BOLLARDS. �o �Q 3-0 x 3-0 (VERIFY) DOOR: VERIFY EXACT Cb ya REQUIREMENTS W/ OW c� c & COMPACTOR SUPPLI o �_ q11 1 REMOVE & RELOCATE do EXIST. 5' wide C.L. GATE �V� I A I / REMOVE (3) EXISTING / •�` GATES / "N \ I 00�cl\ I COMPACTOR/DUMPSTER EXISTING CONC. 1 FILLED STEEL BOLLARDS TO REMAIN (TYP. OF SIX) Or 0 6 ems,, ti O 26- • M�S�NRY FNC/ osu RF �oTy 00 R FMq/NJ EXISTING ELECTRICAL TRANSFORMER TO REMAIN 75 kVA 208Y / 120 FLOOR PLAN SCALE 1 /4" = 1'-0" 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.) 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 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 BLOCK CELLS AS IN- / DICATED W/ (1) #5 VERT. REINFORCING / ^/ CONT. FROM FTG. TO TIE BM. LAP SPLICES MIN. 25" & WIRE TIE. NEW MIN. 6" THICK 3,000psi CONCRETE W/ 10 / 10 6x6 W.W.F. No ,� AND FIBERCRETE REINFORCING. `=' /' / ^,) TOP OF NEW SLAB TO MATCH TOP EXISTING CONCRETE SLAB / ELEVATION (TYP.)` C F'rSly Co / i� l „NC Z co o �o �o O EXISTING CONC. \ FILLED STEEL \ BOLLARDS TO REMAIN 0 (TYP. OF SIX) ­,, X 76' '<'�� Ar1 n �X/SANG FNc� �SU RF waTy (110 R F,yq/NJ EXISTING ELECTRICAL TRANSFORMER TO REMAIN 75 kVA 208Y / 120 FOUNDATION PLAN SCALE ,i4.. _ , -a 6' n 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 FOUNDATION SCHEDULE QA 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 FLOOR PLAN and FOUNDATION PLAN i I CQ 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 o � V W o 0 = Q E' U J 0 LL N t a� Q v t C� G W O> of Of 0 Cn w LLJ 0 W LLJ �ofo� (o Q {�— LL. �— 0 000 cf) a� c N � � 1 ' , CQ w c`o o Z E w r O N r U r o o a E N'f E" o w� z co cn 134 � M cV ® Lr) V) U U -0 14- ono clfro00 N I L Ln O U') o � � d a� U0 cV v op 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 00 CONT. CONCRETE —FILLED CONT. CONCRETE —FILLED CONT. CONCRETE —FILLED (TAMPED SOLID) 'U' BLOCK 11 (TAMPED SOLID) 'U' BLOCK II.. I.I ° (TAMPED SOLID) 'U' BLOCK COURSE W/ (1) #5 CONT. ° II COURSE W/ (1) #5 CONT. I II COURSE W/ (1) #5 CONT. LAP SPLICES MIN. 25" TYP. LAP SPLICES MIN. 25" TYP. LAP SPLICES MIN. 25" TYP. �I Il • li . TYP. EXTERIOR SIDE: TYP. EXTERIOR SIDE: II' FINISH W. STUCCO TO MATCH FINISH W. STUCCO TO MATCH (1) #5 VERT. REBAR IN CONC.— .II (1) #5 VERT. REBAR IN CONC.— all. EXISTING MASONRY WALL. EXISTING MASONRY WALL. Ij (1) #5 VERT. REBAR IN CONC.— z FILLED CELL (SEE FLOOR PLAN or I.I z FILLED CELL (SEE FLOOR PLAN or ° II . INSTALL PER ASTM C-926 INSTALL PER ASTM C-926 I FILLED CELL (SEE FLOOR PLAN or v FOUNDATION PLAN FOR REQUIRED c~n FOUNDATION PLAN FOR REQUIRED TYP. TYP. FOUNDATION PLAN FOR REQUIRED w LOCATIONS. LAP REBAR MIN. 25" II• w LOCATIONS. LAP REBAR MIN. 25" ,II II ° LOCATIONS. LAP REBAR MIN. 25" _ ® SPLICES TYP. II. _ @ SPLICES TYP. II' °II CO? SPLICES TYP. a M NEW 8x8x16 MASONRY UNITS NEW 8x8x16 MASONRY UNITS • NEW 8x8x16 MASONRY UNITS PAINT FINISH BOTH SIDES �I.. PAINT FINISH INTERIOR SIDE II PAINT FINISH INTERIOR SIDE 00 (THIS LOCATION ONLY) °I I. 00 ONLY • i I .I j ONLY G co I 4 SAW —CUT EXIST. CONCRETE SLAB THIS AREA FOR NEW J NEW MIN. 6" THICK 3,OOOpsi d4 NEW MIN. 4" THICK 3,OOOpsi I I ° NEW MIN. 6" THICK 3,OOOpsi REQUIRED CONT. CONC. FTG. :I I. CONCRETE W/ 10 / 10 6x6 W.W.F. I CONCRETEWALK W/ FIBERCRETE I CONCRETE W/ 10 / 10 6x6 W.W.F. AND FIBERCRETE REINFORCING. 1T REINFORCING. EXISTING SURFACE 14 AND FIBERCRETE REINFORCING. EXISTING CONCRETE I EXISTING CONCRETE TOP OF NEW SLAB TO MATCH 41 1 TOP OF NEW SLAB TO MATCH GRAVEL TO REMAIN z 1 1, TOP OF NEW SLAB TO MATCH SLAB TO REMAIN I SLAB TO REMAIN TOP EXISTING CONCRETE SLAB ILI R TOP EXISTING CONCRETE SLAB I TOP EXISTING CONCRETE SLAB ELEVATION (TYP.) Im ELEVATION (TYP.) I. ELEVATION (TYP.) II \\\\\\\ I \\\\\\\\\\\\\\\ //\ ///\\\�,\\\\\44 \ e •e \ \ \ \ I / /\/ \\ / \ • I I / \ \\ \\ a • \ \ \ \ \ \ //j/j/j/j///j/j •. � I! i /j/j/j/j/j/j/j� // /�\/�\/�\/�\/�\/�\/\\/ • _ J ° /\ /\\/\\/�\��\��\��\��\�� !�\i.\\\\�\i\\� \\ \ Via, /\\\�\���\\i�\\!\� \ \ %\\ \\\//\ NEW CONT. MIN. 1'-4" wide—.///�/\ x 1 —8 high CONC. FTG. NEW CONT. MIN. 1'-8" wide NEW CONT. MIN. 1'-8" wide W/ (2) #5 s CONT. LAP 1 —4 1 —8 1 —8 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. 01 M. WALL SECTION-' A 9 WALL SECTION 9 B ' WALL SECTION ' c 7 SCALE 3/4" = 1'-0" SCALE 3/4" 1' = —0' SCALE 3/4" = 1'-0" 00 RISK CLASSIFICATION: II BUILDING CLASSIFICATION: II BASIC WIND SPEED: 140 m.p.h. WIND IMPORTANCE FACTOR: 1 WIND EXPOSURE: C WALL SECTIONS © COPYRIGHT, 2017 H. THAYER HERSOM, ARCHITECT AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. o UIn N U w 0 v �— E = Q E U J O � r LL L C`I i L T L O> w (,()ry ry0cy) wLLJ 0 Iwo° Lu �o0) Q ~ II M C cV I¢- af w c`� x � O (5 z w rx a r O pj r r U 0 o W E d N 1E1 r� w w � z C\2 co to C4 p.� N LO � U oM CD0rn L0 n00 U c� rn LO o ,n Q� U �o00 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). I v I 11 1�11I 17052 10/17/17 SHEET A-A-33 LOAD CALCULATIONS FOR "PANEL NEW PANEL. A" BASED ON THE 2011 NEC NEC 220.61(A) L1 L2 L3 NEUTRAL CALCULATED LOAD ( NEC 215.5) 6,656 VA 6,656 VA 6,656 VA 8,866 VA CALCULATED LOAD WITH DEMAND FACTORS ( NEC 215.5) GENERAL LOAD 200 VA 0 VA 0 VA 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 43024) GAN VA 6,656 VA 6,656 VA 6,656 VA PLUS 26% OF LARGEST MOTOR 1,664 VA 1,804 VA 1,864 VA 1,064 VA KITCHEN LOADS (NEC 220.56) L1(OX1)■ OVA 0 VA L2(OX1l)- OVA L3(OX1)■ OVA TOTAL BALANCED LOAD (3"PHASE) 6,320 VA 8,320 VA 6,320 VA TOTAL BALANCED LOAD (1-PHASE) 0 VA 0 VA 0 VA TOTAL UNBALANCED LOAD (/-PHASE) 200 VA 0 VA 0 VA NEUTRAL LOAD 6,620 VA LINE AMPS BALANCED (34)HASE) 60.3 A 89.3 A 69.3 A LINE AMPS BALANCED (1444ASE) 0.0 A 0.0 A 0.0 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 13.9 A 13.9 A 14.2 A TOTAL DESIGN LOAD 65.2 A 83.2 A 83.2 A $5.2 A VOLTAGE DROP CALCULATIONS Three Phase (2 X 76" L X 0A220 R X 71.0 A * 1,000 X 0.666) s 1.1 VD VOMW Drop % (1.1 VD + 206 V X 100) v 0.5 % VD HARMONIC CURRENT CALCULATION ( NEC 310.15 (9) 4 (C) tL NEC TABLE 310.15 B (Z) A) ( HwmonIcLoad 0 VA + COnnsalsd Load 20.168 VA) X 100 - 0 % HermonLoad Doran Not Emsed 50% FAULT CURRENT CALCULATIONS AveNeble Fog Cumnt M SMAIng Point ((36.000 AFC X 1,00 UA) + 220 MC) - 35.220 AFC Conductor Factor CF - Fomlule (1.732 X 75 L X 35,220 AFC ) * (9,317 C X 1 N X 208 V) - 2.361 CF Conductor Mubplsr CM - Fonnuls (1 ) + (1 + 2.361 CF) a 0.290 CM Conductor L.et-Thmugh Cwr" CLC - Forrnuis ( 35= AFC X 0.298 CM)-10,490 CLC A - Amps AFC - Avel" Feat Cwrertt C - Conductor Constant CF - Conductor Fector CLC - Conductor Let -Through Current CM - Catductor Mulipler L - Length of Conductor MC - maw ConbrhtNort N - Number of Conductors Per Phase R - Resiotence UA - Utility Ad)uetrnent 1.1 V - Vdtege VA - Val Amps VD - Vdtags Drop VNNt Panel 2014 Solt mm - Copyright Durand a Associates - www.dL i I om PANEL NEW PANEL A FEEDER FED FROM TRANSFORMER NUMBER OF CONDUITS 1 # CIRCUITS 20 FEEDER CONDUIT 1 1/2" HI VOLTAGE 208 WIRE SIZE L1 #110 LOW VOLTAGE 120 WIRE SIZE L2 #110 PHASE 3Y WIRE SIZE L3 #110 DESIGN LOAD AMPS 150 WIRE SIZE NEUTRAL #1/0 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 UFER GROUND # BKR CIRCUIT DESCRIPTION H I VA VA I H CIRCUIT DESCRIPTION BKR # 1 50amp 3pole COMPACTOR MOTOR M 6,656 11-1 200 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 M1 1 8 9 D L2 D 10 11 D L3 D 12 13 G L1 G 14 151 1 G I L2 I G 1 16 171 G I I L3 I G I 18 191 1 1 G I I L1 1 113120 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 0 36" BELOW GRADE WITH WARNING TAPE 0 #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 = I E----------� (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 (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 0 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 ELECTRICAL RISER DIAGRAM 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.) 5 NE) ME' NEI DIS NEW L FEED BEL014 12" BI CONDL (4) #1 (1) (16 1 1 /2� ELECTRICAL PLAN NOTE: ALL ELECTRICAL WORK PER 2011 N.E.C. NOTE: ALL ELECTRICAL WORK PERFORMED BY A STATE OF FLORIDA LICENSED ELECTRICIAN. ELECTRICAL PLAN, LOAD CALCULATIONS, PANEL SCHEDULE and RISER DIAGRAM © COPYRIGHT, I 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 LLJ O v E I Q U J 0 N Lr_ C`1 LC L � v -C L L1J > 'O V ! ly- LL 0 Cy) w Cr (D Q LLJ Q �0 - 0 Q cD O V) Q a 00 C N ¢ � III CQ It, w L0 cr) x co_ o w z w ry � r O �T r (Fj r Q�j Gil. cad O a E 4 N E-O w t` z CO co �/ P404 M CV O _ ) U � v d- a r) o 0POLQ PO 00 Cn I C -,rn � u7 O 0 u7 a Q� U v ao 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). 17052 10/17/17 SHEET E-1 E-1 I It I I __.— II _L__— __L. —._ �,__.__.I ---- — �.1 —1._—. _—. Parcel 03-26-21-0010-03500-0000 G PROJECT WORK AREA PARTIAL SITE PLAN. SCALE 1" = 10'-0" N �o w , o E S EXISTING CONDITIONS PHOTOGRAPH REVIEW DATE 10 l CITY OF ZEPHYR I PLAN EXAMINER ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES EXISTING ELECTRIC, TRANSFOI TO REMAI PROJD AREA SITE PLAN NOT TO SCALE EXISTING CONDITIONS PHOTOGRAPH N w , E S 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 Zephyrhills 2 CQ COPYRIGHT, 2017 H. THAYER HERSOM, ARCHITECT AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. E— 00 E U L W o 0 F— `— Ery Q U U a� Q 0 W O > V) rK Cr W ry QD W Q co _ � '-- 00 N Q c n III ZEPHYRHILLS Pretty Pond Rd COMMONS � to co m OAK RUN a a 46 0 emon Ave o PASCO MEDICAL ARTS CENTER z E w v W ds cu v 4-J L -'d S- Rutledge Dr Daughtery Rd r O r U N VALLEYDALE r ACRES o CHARLESTON N o OAKS x tic to x DRIFTWOODDIVISIO ?6627 H Fort King Road t/') 0 STADIUM PARK SLEEPY[ z Eiland Blvd o 54MOBILE E cc C.0 ZEPHYR PA Q®Q— T F fn �. (D N Z o. a O o v GREEN HILLS C� cn v VICINITY MAP: CLOSE RANGE a o � o ten« I 0 Ln PROJECT SCOPE AND DESCRIPTION Ln q �' THIS PROJECT INVOLVES MODIFYING AN EXISTING DUMPSTER M C Q 00 ENCLOSURE PRESENTLY SERVICING (2) EIGHT YARD DUMPSTERS. THE ENCLOSURE WILL BE ENLARGED TO ACCOMMODATE A SINGLE THESE CONSTRUCTION DOCUMENTS TRASH COMPACTOR /DUMPSTER. A REMAINING PORTION OF THE HAVE BEEN PREPARED BY EXISTING ENCLOSURE WILL BE USED AS EXTERIOR 'BULK' STORAGE. H. THAYER HERSOM, ARCHITECT A NEW ELECTRICAL METER, SERVICE DISCONNECT, AND PANEL (FL. AR10528) AND ARE HEREBY WILL BE INSTALLED AND FED FROM AN EXISTING NEARBY CERTIFIED TO COMPLY APPLICABLE SECTIONS WITH ALL OF THE TRANSFORMER. FLORIDA BUILDING CODE, 5th EDITION (2014). 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 SITE PLAN, PARTIAL SITE PLAN and INFORMATION 17052 10/17/17 SHEET A-1 A-3 EXISTING GRAVEL AREA TO REMAIN \ / EXISTING GALV. \ POST TO REMAIN \ \ / RELOCATE EXISTING / 5' wide GALV. C.L. GATE _ZZ / Z NEW GALV. POST / EXISTING 6' high ,, � / C.L. FENCE TO \Q Z / REMAIN (TYP. �o=Z;. / THREE SIDES) �� co CONC. GROUT FILLED BLOCK CELLS AS IN- o } \ DICATED W/ (1) #5 \ \ \ VERT. REINFORCING `cZ \ \ CONT. FROM FTG. TO \ \ TIE BM. LAP SPLICES �- \ \ \ MIN. 25" & WIRE TIE. Cb \ \ •��,� COMPACTOR/DUMPSTER /i EXISTING CONC. FILLED STEEL BOLLARDS TO REMAIN -,o (TYP" OF SIX) �GO� �O Q 4F / le� V / .\ duPx �— 6" dia. THK. CONC. FILLED STEEL BOLLARDS. --� 3-0 x 3-0 (VERIFY) DOOR: VERIFY EXACT REQUIREMENTS W/ OW & COMPACTOR SUPPLI REMOVE & RELOCATE EXIST. 5' wide C.L. GATE I REMOVE (3) EXISTING GATES \ Fy, \ /ST\C�NC 2b F�/ST/Nc MSS°tiRr FNQ 0 RF �/�Tti iT° R FMB/N� EXISTING ELECTRICAL TRANSFORMER TO REMAIN 75 kVA 208Y / 120 FLOOR PLAN - SCALE 1 /4" = 1'-0" C•� T 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) iri NEW MIN. 4" THICK 3,000psi 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 OPEN STORA 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. 76, CONC. GROUT FILLED \� BLOCK CELLS AS IN- / DICATED W/ (1) #5 / VERT. REINFORCING CONT. FROM FTG. TO TIE BM. LAP SPLICES MIN. 25" & WIRE TIE. l oZ / w / �' c / NEW MIN. 6" THICK 3,000psi / o CONCRETE W/ 10 / 10 6x6 W.W.F. / �o w AND FIBERCRETE REINFORCING. / vZ / TOP OF NEW SLAB TO MATCH TOP EXISTING CONCRETE SLAB �T / ELEVATION (TYP.)--,, // ^' C EXISTING CONC. FILLED STEEL BOLLARDS TO REMAIN () (TYP. OF SIX) --,, 2 T//vc M4S°nRr FNC� °SU RF �/�Tti 00 R FMgiNJ EXISTING ELECTRICAL TRANSFORMER TO REMAIN 75 kVA 208Y / 120 FOUNDATION PLAN SCALE 1/4 V-0 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 FOUNDATION SCHEDULE DA 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. QC 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 FLOOR PLAN and FOUNDATION PLAN i 1 © COPYRIGHT, 2017 H. THAYER HERSOM, ARCHITECT AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. U Doo W r C — Q orf a� t < v c� c LLJ O> f LL.J ry (o rn (ro Qa° LiJ cD �o�00 c r = N ¢ a 1 1 Lo co J O r z 04 r O W7 r u r Gj u oo E � x � LA E- z C\2 cc to 04 M CV O _ �' :� U U N U �° ro Lo � � co I wow rn "' o r O � o Ur, aM V CNo00 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). �1 17052 10/17/17 SHEET A-2 A-3 'PRIM I 11 'III H•I+n�ll CONT. CONCRETE -FILLED (TAMPED SOLID) 'U' BLOCK II COURSE W/ (1) #5 CONT. II LAP SPLICES MIN. 25" TYP, J. I P.. Il (1) #5 VERT. REBAR IN CONC.- {I.' z FILLED CELL (SEE FLOOR PLAN or LI v~) FOUNDATION PLAN FOR REQUIRED w LOCATIONS. LAP REBAR MIN, 25" zI _ © SPLICES TYP. II` U m NEW 8x8x16 MASONRY UNITS If. PAINT FINISH BOTH SIDES °O (THIS LOCATION ONLY) ° I I� SAW -CUT EXIST. CONCRETE SLAB THIS AREA FOR NEW REQUIRED CONT. CONC. FTG. EXISTING CONCRETE EXISTING CONCRETE SLAB TO REMAIN I SLAB TO REMAIN I — — — — — — — — — — — — — • ° 'a.J ��._ a 77 ° ( 4 I °d 00 N IN CONT. CONCRETE -FILLED (TAMPED SOLID) 'U' BLOCK II COURSE W/ (1) #5 CONT. I LAP SPLICES MIN. 25" TYP. . Il • LI. (1) #5 VERT. REBAR IN CONC.- �I . FILLED CELL (SEE FLOOR PLAN or •°II`. FOUNDATION PLAN FOR REQUIRED LOCATIONS, LAP REBAR MIN. 25" EA�l @ SPLICES TYP, NEW 8x8x16 MASONRY UNITS t1. PAINT FINISH INTERIOR SIDE II ON LY ° I II NEW MIN. 6" THICK 3,000psi ° F T CONCRETE W/ 10 / 10 6x6 W.W.F. I AND FIBERCRETE REINFORCING. E.41 TOP OF NEW SLAB TO MATCH I TOP EXISTING CONCRETE SLAB ELEVATION (TYP.) I �:II v d TYP. EXTERIOR SIDE: FINISH W. STUCCO TO MATCH EXISTING MASONRY WALL. INSTALL PER ASTM C-926 TYP. NEW MIN. 4" THICK 3,000psi CONCRETEWALK W/ FIBERCRETE REINFORCING. TOP OF NEW SLAB TO MATCH TOP EXISTING CONCRETE SLAB ELEVATION (TYP.) CONT. CONCRETE -FILLED fl (TAMPED SOLID) 'U' BLOCK II: COURSE W/ (1) #5 CONT. LAP SPLICES MIN. 25" TYP. TYP. EXTERIOR SIDE: II' FINISH W. STUCCO TO MATCH EXISTING MASONRY WALL. II (1) #5 VERT. REBAR IN CONC.- INSTALL PER ASTM C-926 I FILLED CELL (SEE FLOOR PLAN or z TYP. FOUNDATION PLAN FOR REQUIRED Cn LOCATIONS. LAP REBAR MIN. 25" w °I:I • Q SPLICES TYP. H I�< NEW 8x8x16 MASONRY UNITS PAINT FINISH INTERIOR SIDE ONLY 00 I NEW MIN. 6" THICK 3,000psi I CONCRETE W/ 10 / 10 6x6 W.W.F. EXISTING SURFACE I I°. AND FIBERCRETE REINFORCING. GRAVEL TO REMAIN I.I.. TOP OF NEW SLAB TO MATCH TOP EXISTING CONCRETE SLAB L . ELEVATION (TYP.) 11 . e All. NEW CONT. MIN. 1'-4" wide--,"\/�r\ % x 1 -8 high CONC. FTG. W/ (2) #5's CONT. LAP 1'-4" NEW CONT. MIN. 1'-8" wide 1 �-8.p 1 '-8» 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 C SE TION WALL SECTION WALL SECTION SCALE 3/4" = 1'-0" SCALE 3/4" = 1'-0" SCALE 3/4" I © COPYRIGHT, 2017 H. THAYER HERSOM, ARCHITECT AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. � ' 1 �., J L O U �.1.� 0 a rill E Q E E U 01� 0 Q r >, v r L 0 LL.I > (/) ry (2f 0 W � cU LL L.Li Lli Q � I - 0 00 a v = �-- NI ---a c cq w co rx co . � o � z E w :� x a r O N r U r H a o co E E x Ln H c° w i- z co C� 9 � 00- P4 pl-) 00 0 V) U U �' ono M Ul � 00 rn I �U_ Ln rn o 0o "� o Ln a� Co00 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). i I' RISK CLASSIFICATION: II pI-,,, �Er BUILDING CLASSIFICATION: II 17052 BASIC WIND SPEED: 140 m.p.h, i,atl_ WIND IMPORTANCE FACTOR: 1 10/17/17 WIND EXPOSURE: C SHEET WALL SECTIONS A-J /� 3 LOAD CALCULATIONS FOR "PANEL NEW PANEL A` BASED ON THE 2011 NEC NEC 220.61(A) L1 L2 L3 NEUTRAL CALCULATED LOAD ( NEC 215.5) 6,856 VA 6,6W VA 6.65d VA 8,856 VA CALCULATED LOAD WITH DEMAND FACTORS ( NEC 215.5) GENERAL LOAD 200 VA 0 VA 0 VA 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 21S.2(A) EX NO.2 0 VA MOTOR LOAD (NEC 430.24) 6,656 VA 6AW VA GAN VA 6.666 VA PLUS 25% OF LARGEST MOTOR 1 A64 VA 1.W4 VA 1,804 VA 1,084 VA KITCHEN LOADS (NEC 220.56) L1(OX1)- - OVA 0 VA L2(OX1)- OVA L.3(OX1l)- OVA TOTAL BALANCED LOAD (3-PHASE) III= VA 8.320 VA 6,320 VA TOTAL BALANCED LOAD (14HASE) 0 VA 0 VA 0 VA TOTAL UNBALANCED LOAD (14 ASE) 200 VA 0 VA 0 VA NEUTRAL LOAD 8,520 VA LINE AMPS BALANCED (34PHASE) 69.3 A 69.3 A 69.3 A LINE AMPS BALANCED (1-PHASE) 0.0 A 0.0 A 0.0 A LINE AMPS UNBALANCED (1-PHASE) 1.7 A 0.0 A 0.0 A TOTALS 71.0 A 69.3 A 89.3 A 71.0 A ADJUSTMENT FACTOR 14.2 A 13.9 A 13.9 A 14.2 A TOTAL DESIGN LOAD $5.2 A $3.2 A 83.2 A 85.2 A VOLTAGE DROP CALCULATIONS Three Phase(2X7SLX0.1220RX71.0A+1.000X0.8W) -1.1 VD Voltage Drop % (1.1 w • 206 V X 100) = 0.5 % VD HARMONIC CURRENT CALCULATION ( NEC 310.15 (B) 4 (C) S NEC TABLE 310.15 B M A) ( Harrrtanb Load 0 VA + Connected Load 20.168 VA) X 100 - 0 % Harmonic Load Does Not Emceed 50% FAULT CURRENT CALCULATIONS Available Fault Cummt at ftu*V Point ((36,000 AFC X 1.00 UA) + 220 MC) - 36.220 AFC Conductor Factor CF - Formula (1.732 X 75 L X 3S.220 AFC ) + (9,317 C X 1 N X 208 V) - 2.361 CF Conductor Mukipfer CM - Formals (1 ) + (1 + 2.361 CF) - 0.296 CM Conductor LetThrough Current CLC - Formula (36,220 AFC X 0.208 CM) a 10.495 CLC A - Amps AFC - Available Fault Current C - Conductor Constant CF - Conductor Factor CLC - Conductor Let Through Current CM - Cottdtxtor Multiplier L - Length of Conductor MC - Motor Contrkwdon N - Number of Conductors Per Phase R - Resistance UA - Udity Aclustment 1.1 V - Voltage VA - Vok Amps VD - Voltage Drop With Panel 2014 Software - Copyright Durand a Aaeocialas - tww. - tam PANEL NEW PANEL A FEEDER FED FROM TRANSFORMER NUMBER OF CONDUITS 1 # CIRCUITS 20 FEEDER CONDUIT 1 1/2" HI VOLTAGE 208 WIRE SIZE L1 #1/0 LOW VOLTAGE 120 WIRE SIZE L2 #110 PHASE 3Y WIRE SIZE L3 #1/0 DESIGN LOAD AMPS 150 WIRE SIZE NEUTRAL #1/0 NEUTRAL BUS YES WIRE SIZE GROUND 06 GROUND BUS YES AVAILABLE FAULT CURRENT AT THIS PANEL 10,496 MAIN LUG ONLY DISPLAY VOLTAGE DROP METER AND OR CT UNDERGROUND OR OVERHEAD UFER 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 1pole 2 3 50amp 3pole COMPACTOR MOTOR M 6,6% L2 M 4 5 50amp 3pole COMPACTOR MOTOR M 6.656 L3 M 6 7 1 IMI L1 M 1 8 9 DI L2 D 1 10 11 DI L3 D 12 13 G L1 G 14 15 G L2 G 16 17 G L3 G 18 19 G Li IGI 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 0 36" BELOW GRADE WITH WARNING TAPE 0 #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 I (4) #1 / 0 THHN Cu (1) #6 Cu 2 1/2" EMT --� NEW FUSED DISC.. 150omp (1)#4Cu-3/4"C NEMA '3R' PER TABLE 250.66 (1)#4Cu-3/4"C (1)#4Cu-3/4" C PER TABLE PER TABLE 250.66 250.66 NEW GROUNDING: (2) NEW 5/8" die. COPPER CLAD - DRIVEN GROUND RODS 10'-0" long 0 MIN. 6' APART PER NEC 250.52(A)(4) THROUGH (A)(8) NEW PANEL FLU SH 208Y/120/60/3 150A, M.L.O. 35.220 K AIC ELECTRICAL RISER DIAGRAM 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.) FA NEI ME' NEti DIS NEW L FEED I BELO% 12" BE CONDL (4) #1 (1) #6 1 1/2' ELECTRICAL PLAN ACE ,/<- - , -01. NOTE: ALL ELECTRICAL WORK PER 2011 N.E.C. NOTE: ALL ELECTRICAL WORK PERFORMED BY A STATE OF FLORIDA LICENSED ELECTRICIAN. ELECTRICAL PLAN, LOAD CALCULATIONS, PANEL SCHEDULE and RISER DIAGRAM r VI__ - I - - -- © COPYRIGHT, 2017 H. THAYER HERSOM, ARCHITECT AND ASSIGNED OTHERS. NO UNAUTHORIZED USE OF ANY PART OR ENTIRE DRAWING AS PRINTED ON THIS SHEET. I 00 o U N Ln U w 0 v �--- `- ry �E r.f. Q U 0 a� -C Q s` A v s LEJ > ,O J x ry 0 0-) WLj CO 00-00, Q Q CD LIJ 0 r- Q1-- LL- to F- O Q 00 0- Q) a CV Q CL d' W e') a cr) 43 o = a C� z .` w � a r 0 N r U r :~ E Vf E 4 0 �r w rw I`- z co co Cn fsl C4 0 � v U (n p rl O rn � n 00 vy I �9 rn O Ln O� tn V r CD 00 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). 0 -- I- �Ir Oj OgER , 201 � �1 0 17052 10/17/17 SHEET E-1 E-1