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HomeMy WebLinkAboutREVISIONST. LUCIE COUNTY BUILDING DESIGN STANDARDS The applicant shall choose at least (5) five elements from the following list and shall illustrate the elements on the required elevation drawings (Check 5 choices): tD ® Predominantly vertical, rectangular, windows ( ® Clear glass windows (88% light transmission or more) ® 0 Lightly stained/painted wood in a horizontal pattern (A) [I Arbor sD ❑ Clock Tower ©❑ Bahama Shutters Q ® Square columns (1) El Porch with picket railing 1) ❑ Arcade/Loggia to ❑ Cupola 11 Q Dormer 0 ■ Standing seam metal roof 13 ❑ Widow's Walk 8 ❑ Lattice detailing ❑ Stone or stamped concrete pavement at project entry, drop-off, or pedestrian crossing (330 s.f. minimum) 1e ❑ Pedestrian courtyard or plaza (200 s.f. minimum) 17 ❑ Canopy 1s ❑ Portico/Porte Cochere t9 ❑ Sculpture 9) ❑ Raised cornice parapets over doors ❑ Arches 2©❑ Display windows (9❑ Bell tower ®❑ Frieze / medallion Color - As indicated in the Preferred Color Chart soft, muted tones shall be used. A building shall have no more than three colors on all facades. The applicant shall indicate the color scheme on conceptual and final drawings an shall provide paint color samples with conceptual and final plan submitted. List colors below: Base Color Trim Colors) Provide bracing be required Sliding service window Solid surface back and side splash Seoldd to wolf with oleo! sealant. Backslash to extend to bottom of window this location Solid surface countertop Support bracket as mounufacturea by A&P hardware. use 24' x 24' anti of 25' deep counters. Placement as shown on elevollons Refer to floor plan forwall type Elev. ---T-22;)FU CHECK OUT COUNTER Suspended acoustical rile telling. Plastic laminate closure panel 314'plywodd construction #elnmirm covered Interiors. Plastic lamfnote - Exteriors (Typical) Fixed open mail slats Securely docent cobtemis (Typic to id surface unlefta0 zi Solid surface countertop Ire pulls, fylcot oil cabinets Brower body. 518' Melomine sides and back; 314'sah-front, 114'Nelomine housed baftom 314'Olywood construction Melamine covered Interiors. Plastic laminate -Exteriors (Typical) �—Adjustable shelf 5mm holes. Iy4 dc. with locking clips oil overlay door cabinet design (2) hinges per door 'toe space with Dose typical MAIL/COPY CABINET BooJ Denim 1. Sloged Ro s - Roof height shall not exceed the average height of the supporting walls. The average slope shall be greater than or equal to 1 foot of vertical rise for every 3 feet of horizontal run, and the average slope shall be less than or equal to I foot of vertical rise for every I foot of horizontal run. Proposed buildings shall incorporate at least two (2) of the following roof elements or features (Check 2 choices : ©■ Eaves that overhang a minimum of 2 feet with a minimum fascia depth of 8". ©❑ Three or more roof slope planes per primary facade. ©® An additional vertical change in roof height (minimum 2400t change in elevation). ®❑ Dormers or other additional roof elements facing primary street frontage, 29 a A porch, portico, arcade, or other similar element located at the main building entrance(s). 2. Flat Rob - Flat roofs may be used provided all of the following conditions are met: a), Peaked or pitched roof elements shall cover at least 50% of the length of a facade facing the primary street frontage. Mansard roofs and/or cornices (min. 12" in height with a min. of 3 reliefs) may be counted toward meeting 25% of the required horizontal length. Peaked or pitched roof elements shall cover at least 25% of the sides of a building. b). Equipment on roof shall not be visible from an elevation that is horizontal to the location of the roof equipment. c). A porch, portico, arcade, or other similar element shall be located at the main entrance(s). ME'fAs_ FLr�7FIrJG- . tciE^t4—eAJtk. Gvk-1'fi€1LSRt14 MBTr-� Kct+rltlE.R C° RooF I��P'j:F 5 �� t�1E-/TAIL 'JiJA�i O h6nL -rC, r� GpEtF yLAs Atl 7 n tE-fAL r-410F I7EGK A4 IZEp"t7. i'aR G¢�R-£'TE• 7-1 40F, E61t4.AL . j� GorlT€r•l�o€is METAL F1-.croft R€.1t.Rhi£P esr-ePdeP_r-Tr_ SLAPS Fly- AC_C"- S�IC�tJ L Metal Wall or Roof panel — 26ga steel panel applied perpendicular to steel purling or girls 2. Insulation — Spun glass with vinyl fhcing; Flame spread 25 or better applied perpendicular to sW purling or gins, between the painn or girt and the panel 3. Sheet Metal —12" wide 26ga continuous sheet metal applied perp. to purlins or girts, between the purling or girls and the insulation. This sheet metal acts to pinch the insulation blanket tightly to the Roof or wall panel. 4. Wallboard Gypsum - As called for in UL partium design, let in tight to purling or gilts and the 12" wide sheet metaL Seal all cracks with UL rated joint compound min. S/8e' thick on both wall faces. 5. Studs - As called for in the UL partition design, let In between the purling or girls and tight to the 12: wide sheet metal 6. Wall - per UL partition design One dour Partition Attachment to Steel Buildings K1 G bT- SIDS Iei e VATi co ID ,,e'e, PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD PRESSURES (WORST DESIGN TYPE CASE) PRESSURES DOOR ZONE 4-28 ZONE 5-34 .20 CORNELLIRON WORKS, INC. ROLLING DOOR FIJI 17419.1 IMPACT BLOCKATTACHMENT W X S-J/2" SIMPSON WEDGE ALL @ 16" MAX O.C. METALATTACHMENT D4"-13 GRADE 5 STEEL BOLT @ 24" MAX, O.C. DOOR ZONE 4-28 ZONE 5 -34 -65 CGI WINDOWS& DOORS NSERIES OUTSWING NOA# 17.0920.07 IMPACT BLOCK ATTACHMENT 3/8" HILTI SLEEVEANCHORS @ 12" O.C. AND 21" O.L METALATTACHMENT OPAQUE STEEL DOOR (4) #8 X 1-3/4" SMS @ 21-1/2" MAX. O.C. WITH 6- CORNERS W/ S/8" MIN. EDGE DISTANCE STORE ZONE4-28 -120 CGI WINDOWS& SS3500 FL# IMPACT X"ELCO ULTRACON W/1/1-4'MIN. EMBEDMENT, 2- FRONT ZONE 5 -34 DOORS 25574 1/2" EDGE DISTANCE @ 6" O.C. ENTRANCE DOOR STORE FRONT ZONE 4-28 ZONE 5 -34 -90 CGI WINDOWS& DOORS SE 3S50 FL# 25573.1 IMPACT BLOCKATTACHMENT X" ELCO ULTRACON W/1/14" MIN. EMBEDMENT, 2- 1/2" EDGE DISTANCE @ 6" O.C. METAL ATTACHMENT #14 STEELSMS @ IV MAX. D.C., 6" ON CORNERS WITH 3/11" MIN. EDGE DISTANCE AND 1/8" MIN. EMBEDMENT WALLS ZONE 4-28 N/A JAMES HARDIE HARDIE LAP FL# N/A #8-1-5/8" %0375" HD RIBBED SCREWS @ 12' 04 OR ZONE 5-34 j BUILDING SIDING 13192.2 DIRECTAPPUEDTO CONCRETE BLOC( PRODUCIS ALL OTHER COMPONENTS ARE PRE-ENGINEERED (SEE MANUFACTURER'S SHOP DRAWINGS) LEFT !b1Df, eL_EVA,T7r1 N I I I I IyTt�►-�VeI.oG' SE►.M I I I MerA� wool=, Solid surface back seoled to wall with -- i I Solid surface count - Refer to Moor plan for wall typeBillions a . 1 --yelywo)d mxslnetion ddamine Conrad lydylers, Plastic Iamlrate- ExierOas fryp'ml) �— Flnsh quloy dog' mNrel tle a (21Nnges to dad dlcrow ve shetl wit y with microwave CABINET/MICROWAVE now an #4 shown 1wer F &O rAT - lie — — SiCAIQE0 St CUC a �ounfy ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT NEW HORIZONS ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION Ate' MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION t6/41 It IvM AV0eMWM I J "r-d z Z rs t rp � 6�i 9'Ir9 v..ndwo .lr� A �.am yren" 4 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC SHEET TITLE / SHEET NUMBER PROJECT NUMBER C,1% O 77_9 DATEg�g�le 111;J& tt p t 77 fie -*-4 t r FINISH SCHEDULE NO. ROOM NAME FLOOR BASE WALLS CEILING LOCKS REMARKS 101- OFFICES TILE VINYL PAINTED 2X2 GRID C 106 DRYWALL #1 107 MECHANICAL SEALED VINYL PAINTED OPEN S & CONCRETE DRYWALL#2 110 108 DATA TILE VINYL PAINTED OPEN S DRYWALL #2 109 CONFERENCE TILE VINYL PAINTED 2X2 GRID C DRYWALL #1 111 MAINTENANCE SEALED VINYL PAINTED 2X2 GRID C CONCRETE DRYWALL#2 112- OFFICES TILE VINYL PAINTED 2X2 GRID C 114 DRYWALL #1 115- RESTROOMS TILE TILE TILE TO48" DRYWALL P WITH INDICATOR 118 A.F.F AND DEADBOLT PAINTED DRYWALL 119- OFFICES TILE VINYL PAINTED 2X2 GRID C 120 DRYWALL #1 121- RESTROOMS TILE TILE TILE TO 48" DRYWALL P WITH INDICATOR 122 A.F.F. AND DEADBOLT PAINTED DRYWALL 123- OFFICES TILE VINYL PAINTED 2X2 GRID C 137 DRYWALL #1 138 JANITORIAL SEALED VINYL TILE & 2X2 GRID S TILE TO BE 52" CONCRETE PAINTED ASS DRYWALL #2 SURROUNDING MOP SINK 139 PURCHASING SEALED VINYL PAINTED 2X2 GRID C CONCRETE DRYWALL #1 140 WAITING TILE VINYL PAINTED 2X2 GRID DRYWALL #1 141 RECEPTION TILE VINYL PAINTED 2X2 GRID C DRYWALL #1 142- OFFICES TILE VINYL PAINTED 2X2 GRID C 147 DRYWALL #1 m NOTES: PAINTED DRYWALL #1 IS SATIN FINISH LATEX PAINT } PAINTED DRYWALL # 2 IS SEMI -GLOSS LATEX PAINT 2X2 ACOUSTICALTILE SHALL BE TEGULAR EDGE (ARMSTRONG DUNE OR EQUAL) LOCKS C= CLASSROOM / S=STORAGE / P=PRIVACY I OPEN = OPEN CLG. TO STRUCTURE TILE = PORCELAIN TILE / .._.- poP"r-* zx& A-�efK VEpst- gtuecd eh la2CN tTEC.TU2aL 5�t`xt•Npr hte 4� �---"'� tt'IETPrC. iZopF r nx... o r..> Pt%F� N-S� c K &{ LtraG h l}drN K A1A f Cf� {�FiG 2.c�0 F 1..3 at Ltn.tc. zow r 6��v7a , �. 5Yu¢c.o, o,ta PA.PF� 2>ae.Y�E[7 CAi'tt 6fJ 30i'$. �Et.-T OVE'�- I/z`cJm GAgL� C/» ieu45 >%oC� A.DT�iYTorl•AL. IuFo'eMn,'CFot--� �.'� "F`t't ICJ�.I_ �..tr�.L-t� SE.C.z',or•J 5CH rsuL..� P.'ft 2><(o PLA.iT�- W�ULY-3ri2� e�o�sx 4' r-. a M;r-0 Pa', r LI QTEL Wl I SAv_ *= 8" 1?-pNt7 gM 1-y i i# 5 s pate; Zx4 13LoCKfnJG� /"'� 1F P Iz 56� C,o*�GI $L,oc1c ec,L. � F 6rmcco oto V-t ES LCcf"H I, ouFx 3o t� r=� Ll- SE.E. f` ^ FbL11.7TJA.rt0fJ FLAA1J _ tom--L FDZ ��IZE> r_E+ra tzc,t ` w. 1 C �NT`I-Y 5eGT101-. ax4 ' x, L m e a cw rhT rI-T�us'�E.�i „ l',•r�r N y AyftaH tq!' cT't•i CMt 4 METAL ZooP-� METAL Stnit.�� PKE- Et.�1t-SEE e6.o - 5'f�E4 51'e-ucTutz-CG F* foc>T11.NC+ SEE 4'LP'e .•SCKE >w.'e fAJ& C 04uM 1ie.Lvt� t'cA.�t� LaP �' grB'tN< FteuSE-wtcwp c u o-r- 5F e e-P)t Pt_Y wobP P. w/i# to*mt' La At"6tct Far-. WN E 1rS pA�r F/l.G-Ft T GUTTE,Z AND D&-40 SPouT sY!'Tem �-.5 KooT1>`iCo I t-GT1 O N K 5T4�c o A P.0 K rCEc�-u 2rtC.. 57�� rr.� s1�rry MErA"1- Knorr SYbt�M 3" u l IJY E FAce,O l���fl py\i PIsKLtNS � z4"o.c, . hl • oelo I F Co •..> II GfACziiL1= ��Q `>E�'�`ldN I/7, METAL Age N gr�ga�rrvCe �Xtat 1 METAL ROOF 7 GUTTER AND DOWN SPOUT SYSTEM :eV1"'ft_ EA.Cg_V LtaSuc-.qT1 n tJ tE_�bu1 »raCLorJ PRE-ENGINEERED w S,TEEL STRUCTURE GRtD L.LC.• (O` Ot 8 O GCE<AL4te, 151g,0 2<aGA. IIZ"RR-V"j"-t t �jo D L, D 7w+.'ir INSULr�Tlora (Tip, OFaLL IYa�-E�te>e w+4Ltla, 8' PURLINS :j F01 WHITE VINYL FACED 15/0 x t 5/s zrdrna Z BLANKET INSULATION F• � r-ooT"IA,O� 1, SEE SLAB SCHEDULE INTERIOR FINISH CLASSIFICATION WALL FINISHES CLASS B FLAME SPREAD OF 26-75 SMOKE DEVELOPED 0 - 450 PER SECTION 803 TABLE 803.5 CEILING SUSPENSION SYSTEMS SHALL CLASS B CONFORMING WITH GENERALLY ACCEPTED ENGINEERING. PRACTICE, IN ACCORDANCE WITH MANUFACTURER'S RECOMMMENDATIONS, AND BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASTM C635 AND ASTM 636 FLOOR COVERING MATERIALS TO BE OF CLASS I OR CLASS 11 MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH NFPA 253 CLASS 1, 0.45 WATTS/CM2 OR GREATER CLASS II , 0.22 WATTS/CM2 OR GREATER GYPSUM BOARD MATERIALS AND .INSTALLATION SHALL CONFORM TO THE APPROPRIATE STANDARD LISTED BELOW. TABLE 2506.2 TABLE 2508.1 GYPSUM BOARD MATERIALS AND ACCESSORIES -_ -MATERIAL STANDARD Accessories for Sypsum board , ,. ASTM C 1047 -V ASTM C 557 Adhesives for fastening gypsum wallboard _ Exterior soffit board _ ASTM C 931 Fiber-reiufmced,gypsum-pmels_--- ASTM C 1278 Glass _mat.gmum backii g panel ASTM C 1178 Glass mat gypsum substrate:_- ASTM C 1177 Gypsum backing board and gypsum shaftliner board _ ASTM C 442 _ _ G sumceilin+board -'- ASTM C1395 Gypsum sheathing+,_--._..—_.____ AS'CM C,79_ _-- G sntn wallboard ASTM C 36 Joint reinforcing taae and campound —ASTM C,474;_C_4.7.5 _ Nails for gypsum boards ASTM C 514, F 547, F 1667 Prcdccormed__ayllsum board ASTM C 960 _ASTM C 954; C 1002 Steel screws __--.__,-----,-__ Steel studs, load bearing _ - _ ASTM -C 955 SI_el studs, nonload. bearin+ ASTM C G45 ,-_..-- Standard specification for gypsum bored- ASTM C 1396 -.. Testing gypsum and gypsum products ASTM C 22; C 472; --- C 473 --- .... ---- Water-resistanLUy_uM hacking board ASTM C 630 INSTALLATION OF GYPSUM CONSTRUCTION A —MATERIAL_-_ _ STANDARD Gy�lsum board GA-216; ASTM C 8, Gypsum sluathin --_- -ASTM C 1280 _Gypswro veneer base -----__-- __--_ ASTM C 844 intei_i_orlathinljandfunit>U__- _AS'f_MC841_-__ Stec! framing fol,l;ypsum boards ASTM %754SC l OlY ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 23 WITH AN ACCOMPANYING SMOKE -DEVELOPED MEX NOT EXCEEDING 450. r4ZCI�1 tTfr-cT IY¢.PcC.. I'�IEI'a.L QooF-'•� 3"00L FACETS pj AFiL 6M 4Sccc.tC. '�•�� 1 � 7 fsiA1Z. �AC-I+ ZX4 Ce.L.t V CL.Cn� ,G� r/ypiL'twac_t_ orJ pr'(", r, ,Oi !kL FIA-e-K-tn.>'G 4tJf.2. 3/4 t N -r �rG.rP pNSJ4Ar0^j ' pj"GOf���l� Qa(ACIG WhLL w� .eP5 ryas, t� L'�Lt_ & 17,jI! P.�EYpN D TYPICAL WALL SECTION SCALE 1 1/2' - 1'-0' IyOtE'r bz`twA.L.L Ft rsl+ t"o 16% c.Errr'tr 4 rtr'lrs{+ %Te.0 Cb ' Clr�rsH , PSG. cs.� Yexut Co goo GS d"•-w iuDow+ S-1 - �QQCI N cv g�-'fbna�� IIZ-N F- 4 ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT NEW HORIZONS ST. LUCIE COUNTY, FLORIDA CLIENT 1 CONSULTANTS 1 REGISTRATION f� JS� + t i• FRED P� .ems , ,• :-_;t"' MICHAEL J. SEAL, AIA AR96898 REVISIONS 3 r v r i REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC SHEET TITLE / SHEET NUMBER I/ —A n= C7 PROJECT NUMBER DATE q�S�rB (t�zzCo�r$ Pup PEerc r r 1 j'XI i• x1T GA ANGLE V. STEEL BLADES FASTEN TO SLEEVE TYR) WITH INTERLOCKING JOINTS. DROP CURTAIN TYPE WITH HEMMED'S" SLIP 100H FREE AREA. (UL. LABELED) BREAKAWAY CONN. (TYP.) USISLE LINK (U.L.) INSULATION (SEE SPECIFICATION NSULATED ACCESS DOOR ACCESS DOOR MUST BE SIZED AND LOCATED FOR FRAME BRACE& PERSONAL MAINTENANCE CURTAIN FRAME ACCESS TO RESET FIRE DAMPER. DUCTSIZEAS SHOWN ON PLANS STAINLESS STEEL LADE LOCK NEGATOR CLOSURE SPRING GALV. STEEL SLEEVE - GAUGE IN XISTING WALL OR ACCORDANCE WITH SMACNA CHASE WALL FASTEN TO FIRE DAMPER FRAME VERTICAL FIRE DAMPER (LOW PRESSURE) DETAIL SCALE=(+_Ts.) ao 250 CFM - 175 CFMFIC75 CFM 175 CFM 75 CFM 175 CFM DP-3 DP-2P-2 ) DP-2 DP-2 DP-2 10'0 8'08'0 - 800 - 11 • 8.0 - 8'0 u� RD-2 RD-2 8'0 8'0I t RD-2 N IfIRD 8'0 LJ 8'0 150 CFM CDP-2 8'0 200 CFM i I q DP-3 10'0 125 CFM 125 CFM CDP-2 DP-2 RD-2 RD-2 8 0 8'0 125 CFM DP-2 RD-2 RD-2 g•0 g•0 8'0 RD-2 820 175 CFM 125 CFM CDP-3 10.0 CDP-2 B•0 .,.w..�. RCDPC2J 1 8'0 RD-2 1 `+. 200 CFM DP-2 8'0 1202 6'0 RD-2 8'0 RD-212x12 800 8.0 MIN. 2 HINGES AND 2 LATCHES 2" X 2T X 311S' GALV. STL. ANGLE MIN. OPENING PER SPECIFICATIONS / 1 DIRECTION OF AIR PRESSURE DUCT ACCESS PANEL DETAIL SCALE=IN.TS.) 300 CFM 250 CFM OUTSIDE AIR OUTSIDE AIR 1 10'0 12x12 CD 1 MD 6' MD (VD AHU-1 AHU-2 VO 26x16 I: !X� n 1 iX MFM ++ 125 CFM 125 CFM 50 CFM TYP OF 2 L`J CDP-3 CDP-3 12x12 CD 1000 10.0 600 F_f 18®- RD-2 'RD-2 - FD 125 CFM 8'0 8'0 125 CFM 125 CFM 125 CFM DP-2 DP-2 DP-2 DP-2 8.0 B•0 8'0 8'0 RD-2 RD-2 �R8'0 %RD-2 A � L175 175 CFM 175 CFM DP-2 CDP-2 B'0 B'0 -LLLLLL�4ro�®■-� ►1 n ^ nIL • i L ' • �y G� _1 _ L� ■ �\\ •' •„ Boo 175 CFM 175 CFM DP Boo 8001,' 175 CFM DP-2 �� H 175 CFM CDP-2 VAC F1--I-"(N ALUMINUM HOOD WITH SCREEN. (TYPICAL) 2204 SEAL ALL AROUND WITH A SEALANT THAT WILL REMAIN FLEXIBLE BOTTOM OF BUILDING J STRUCTURE DUCTMATE JOINT 16 GAUGE SHEET METAL SLEEVE SET IN WALL _ NOTE: IF FIRE DAMPER IS REQUIRED MAKE SLEEVE LARGE ENOUGH TO SUIT DAMPER SELECTED V SPACE -PACK WITH FIBROUS PACKING -SLEEVE SET IN WALL DUCTMATE JOINTS A SEALANT THAT WILL REMAIN FLEXIBLE 4" SPACE -PACK WITH FIBROUS PACKING DETAIL OF DUCT PASSING THRU WALLS SCALE =IN.TSd "Al 250 CFM OUTSIDE A 150 CFM 125 CFM OUTSIDE AIR OUTSIDE 0 CFm 1 12x12 CD 10'0 8' 8'0 MD MD A{U-4 Z_1604 16 225 CFM CDP-2 24x24 X X 8'0 RG ® RD-4 12"0 24 X 16 fj_J�D 175 CFM 12x12 D- 20 22 325 CFM 325 CFM 12x R 20 x CDP-3 CDP-3 10'0 10'0 6 14 VD 18 16 RD-5 X X 140P u 14 14 50 CFM RD-3 -1 1000 FD X X X 14 14 "0 EF-I :O 4� O .F -0-- 2 5 CFM 10"0 Fi 20 8x8 CD X8 OX 4'0 4'0 � 25 CFM 22CFM 12 ! O 8x8 CD 14P-1 �L� .1 �86 0 62 4.0 0 TYP OF 6. 25 CFM 25 CFM 1 O25 Q 8x8 CD. 125 CFM 8x8 CD 8x8 � •0 CDP-2 75 CFM 4.0 4'0 8'0 I COP-1 �oO _ �•q EE_2. 50 CFM 600 6* 12 CD 5 TIP OF 4 125 CFM 3 2424 75 CFk DP-2 RG CDP-1 8`0 6.0 — RD-4 11 275 CFM 12.0 CDP-3 10'0 M 275 CFM 200 CFM 200 CFM DP-3 CDP-2 CDP 2 10'0 800 8 0 SCALE 1/8" = 1'-0r' 200 CFM CDP-2 8'0 225 CFM CDP-2 B'0 200 CFM CDP-2 8'0 w. 125 CFM 150 CFM DP-2 DP-2 8'0 8'0 0090 O 275 CFM CDP-3 1000 275 CFM DP-3 10*0 GENERAL NOTES: I. ROUTE REFRIGERANT LINES FROM EACH AHU UP ABOVE CEILING, THRU EXTERIOR WALL, THEN DOWN IN METAL HAT CHANNEL TO RESPECTIVE CU. 2. ROUTE CONDENSATE DRAIN FROM EACH AHU (I' BELOW 5 TONS , 1 1/4' ABOVE 5 TONS) TO FLOOR DRAIN IN RESPECTIVE MECH. ROOM - PROVIDE AIR GAP. 3. PROVIDE MOTORIZED DAMPER IN EACH OUTDOOR AIR INTAKE. DAMPER SHALL OPEN WHEN RESPECTIVE SYSTEM CYCLES ON, CLOSE WHEN OFF. 4. LOCATE FILTERS AT AHU CABINETS - NO FILTERS IN RETURN GRILLS. 5. COORDINATE EXACT AIR DEVICE LOCATIONS WITH CEILING / LIGHTING LAYOUT. KEYNOTES: OI 24X24' TRANSFER GRILL WITH FLEX TRANSFER DUCT. O ROUTE 6'o EXHAUST UP TO ROOF JACK. OUTDOOR AIR CALCULATIONS AHU 1 16 PPL x 5 CFM = 80 CFM O.A. 3,100 SO. FT. x 0.06 CFM = 186 CFM O.A. 266 CFM O.A. REQUIRED 300 CFM O.A. PROVIDED AHU-2 13 PPL x 5 CFM = 65 CFM O.A. 2,450 SQ. FT. x 0.06 CFM = 147 CFM O.A. 212 CFM O.A. REQUIRED 250 CFM O.A. PROVIDED AHU 3 20 PPL x 5 CFM = 100 CFM O.A. 2,250 SO. FT. x 0.06 CFM = 135 CFM O.A. 235 CFM O.A. REQUIRED 250 CFM O.A. PROVIDED AHU 1 8 PPL x 5 CFM = 40 CFM O.A. 1,200 SO. FT. x 0.06 CFM = 72 CFM O.A. 112 CFM O.A. REQUIRED 125 CFM O.A. PROVIDED AHU 5 10 PPL x 5 CFM = 50 CFM O.A. 1,500 SO. FT. x 0.06 CFM = 90 CFM O.A. 140 CFM O.A. REQUIRED 150 CFM O.A. PROVIDED U) CO W W a In U W W rn 0 7 w w o z N O I-- Ld U W D C' W H z p 0 3 p z O O � U � w z w > p o_ 0_ W LL y w Q H a w D' p cn w z > o- W 0 W rn w > 1n w m Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone:772 672-4636 Fax: 772 672-4637 a _o C) j 0 Qo U W � 0 30 UJ gLIJ Cr w In ooa U J CO LL ro 0 a ro 0M T L i Z zo ¢r m Q o z Q LLI W W LUL 0 3C a 3 `? o - W a v o �z ENGINEER SEAL ��xxtuuneA,, �'.'SV049 * 0 6 82 �••• SiAT��OF �: Eric J. Svobodo, PE P.E. No. 60982 rNSL maacxrs, aua6 vrtH nc wcmrs am of eLSRxs PIFSFNIE➢ IEREM INI ULY nSt PE S PIATOE m nRxT smT PR QM, W. HE vwa nEr ays rxraen mRE m� oEs�Ea iRLwLL w 11fSE nUi P VIr1011 VRIi1E11 N/f1IXQA1ID11 Ale aM°i _ BY 7 PRISE EW9EIIIp6, RL M7, ff P= wsRln' ne sac �wwrtpzar, EIXi PRitl£ EM�VG, RC at PIIXIS EESEAVEIl SHEET TITLE HVAC PLAN \ ISSUE DATE: 17 ` 11-28-2018 DRAWN: EJS 1 APPROVED: EJS DRAWING NUMBER REVIEWED FOR M-2 CODE COMPLIANCE ST. LUCIE COUNTY SHEET 2 OF 3 BOGG 17001-15 4' Wi Unui Ilk FLU�IBING FLAN UJ,4STE VENT - SCALE 1/8" = I'-O" Ilk FLL��IBING FLAN L�ATER - SCALE 1/8" = 1'-0" 2' WATER. SEE SITE I rni rry a su GENERAL NOTES: I. FIELD VERIFY WASTE TIE-IN INVERT ELEVATION PRIOR TO ROUTING WASTE LINES. 2. ROUTE WATER LINES ABOVE CEILING AS INDICATED. KEYNOTES: ID 2' VENT THRU ROOF. 20 3' VENT THRU ROOF. 3O ROUTE 2' WATER UP ABOVE CEILING. ® PROVIDE VALVE BOX FOR REF. WATER CONNECTION. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY Z O U W Z 3 Z 0 0 U y � � O W O D W w 0 ¢ W 0 V) Z 1 W i � F- W N to T m w m o o ' o °' 0 ® a Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 a 0 U > U W W p 3 U a� J W Wa 0 0 w 0Em J O O V O CO W M a i*1 of _ W cz) Z Q PO QO a _o LL Z R! U w ~ O O J w x W 3:E W 0 0 0of 0- �LL ENGINEER SEAL * / —r STA4 OF Eric J. Svoboda, PE P.E. No. 60982 SHEET TITLE PLUMBING FLOOR PLAN "'" 11-28-2018 VN: EJS ioVED: EJS DRAWING NUMBER P-2 SHEET 2 OF 4 17001-15 2 - I <- �`�� R /P 31 j 12 r <� . 1A0 WASTE - VENT RISER SCALE: N.T.S. L/2 REVIEWED FOR CODE COMPLIANCE ST. LUCIE Col IKI-r%z to W a 4 to W Y U W O Z O C) U � Of IY r) W Z cr) Z 3 O O U W O o a W O W F 0 to Z W � I F W N 2 OD O) CO co o ti 0 I o o ' 0 0 Q z Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 1 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 a 0 U j ao W u LL aw U o aw w wa F 0 0 w DOfm J 00't U OJ IL M 0 rn W O ZU Q PM a N o LL Z 0 w OF.�.I U U J H U W W W U 3 a 0O r W o o I— o Ir IL Z LO a v Lo ENGINEER SEAL p 982 i TAT pF © ••. 10 Eric J. Svoboda, PE P.E. No. 60982 nett nauvrts, unc WUN nc u n M m ecaou PRII)IIED I�IF➢1 AAE w uir RR M 9PFL6It Pl18pff xm amrt � rmr PRRCE n1mFaN�, us. Pol vwa rlar w>E PPEPMt➢. � � APR r�uuac a n mcunns v DOC P wnmvnrm� um awrrnna BY MPQAIZ QxPFUJK OF 9WL BE vmon umm�r m nc sxc �mvNrmanz vmr PQAtE nmmmlG, ➢IG Nl Pki11S I✓ESEAVEA SHEET TITLE PLUMBING WASTE -VENT RISER ISSUE DATE: 11-28-2018 DRAWN: EJS APPROVED: EJS DRAWING NUMBER P-3 SHEET 3 OF 4 17001-15 I \ / 411 B tl 8 3/ I J/2 \4+ i \ f� �1 E'� I WATER RISER SCALE: N.T.S. H0.1 soft fAi, Y REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Z O H U f W Z 0 3: Z O 0 U N tY 0 O w IL w o F W O N z w i a F- w 0 m 11111111 Port Fierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 a 0 U j � 7a a O u w� z aLj 0 U O Q W w wa_ F O O w 'D of o J ¢ 007 U 0 w 0 a cc m m W 0 o Q m � a 3 � LL Z U L O O -1 V) U M U w 3 w a Ld v bi O W '0 00 of �z a �u- ENGINEER SEAL 4 OF Eric J. Svobodo, PE P.E. No. 60982 SHEET TITLE PLUMBING WATER RISER ISSUE DATE: 11-28-2018 DRAWN: EJS APPROVED: EJS DRAWING NUMBER P-4 SHEET 4 OF 4 17001-15 M (3)/6 & (1)#10G. IN 1' C. 313 L A �C A A 8C A QllC P3-2 A (6C 2 Pfl)31 I (TYP.) P' 1 2 P3-3 2❑ 2 P3-2 -i SWC OFFICE C .; C�r�3 C P3-2=QC mP t P3-2 , �C PL �� oiL P3- . P3-I 1 P3-3 P3-3 C 7f P3-I C � ,� q, PI-14 'C L 8C WP 2 PI -II iL PI II C� PI -II FIRE ALARM NOTES FIRE ALARM DEVICES ARE SHOWN FOR PERMITTING PURPOSES ONLY. THIS DRAWING IS NOT INTENDED TO SHPW ALL ASPECTS OF THE FIRE ALARM SYSTEM. THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS ACCEPTABLE TO THE BUILDING DEPARTMENT AND FIRE MARSHALL AND SUBMIT THEM TO THE LOCAL AUTHORITY FOR PERMITTING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL A COMPLETE OPERATING SYSTEM ACCEPTABLE BY THE AUTHORITY HAVING JURISDICTION AT NO ADDITIONAL COST TO YHE OWNER. CHANGE ORDERS FOR ADDITIONAL REQUIRED DEVICES OR FIRE PANEL EXPANSION OR REPLACEMENT WALL NOT BE CONSIDERED ADDITIONAL SERVICES AND MUST BE INCLUDED IN THE ORIGINAL BID. TRANSFORMER TO PANEL DP VOLTAGE DROP = 1.73 X 12 X 295A X 30 FT X 1 = 0.53 V / 208 = 0.25% 3PH 4W 700000 FEEDER FROM PANEL DP TO PANEL P2 VOLTAGE DROP 1.73 X 12 X 145A X 105 FT 3PH 4W 167800 TOAHU-11N HEATMODE BRANCH CIRCUIT TO AHU-31N HEAT MODE VOLTAGE DROP 1.73 X 12 X 49 A X 75 FT 1PH 2W 26240 TOTAL VOLTAGE DROP PI-14 PWF P2-21 4 + ❑ (TYP.) 2"P2-21 1 (3)/8 & 60AR (1)#10G. IN (1)/10G. IN NF 3/4' C. 3/4' C. r 1€ I I PI-25:27:29 P2-13:15:17 P2-21 Q� 1-24 ,gip 48 AFF�^""-'9 P2m-23 P2p• P3.w13 PANEL 'P3',,. �.. E....:. V�Tf 2 P2 21� 7C l .4.. w.. _ .. 11 C PI-i6 C PI-16 C �PI-18 C P NEL API EF O PI-18 PANEL P2 r P2-33 SM ...... C ... L.._ . " P3-13 C � `PI-16 PI-I6 : PI-18 (TYP.) PI-18 � PI-20 P3 13 I ❑ ��C C��C PL C o C(�)c= C 8C a PI-6 = 1 `� I PI-18 1 EF EEF P3-6 P3-6 P3-6 C R P $ P3-12 P3-12 SMJ C P3-6 P3-8 )' AHU-33 E�Fi CPI -II C PI-I6 C PI-I8 C PI 20 �El �Q C JP�3-6 © P2-33 P2-33 rSH 1 R i C n I P3-8 PI-15:1 0 C PI-13 - (bC 8C +C6 A C a AC (6 PI-3 P3-6 R C Tf 2❑ 2 PI-13 PI -I PI-5 2 PI-3 2 a, 2 (TYP.) ®(TYP.) PI -I PI -I PI-5 PI-3 12 P3-10 t -m � 8CA—— _w.(2)/10 & C=CC C� �C C �C C� C� � C 2 CAL P3-8 2 (1)#10G. IN PI-13 PI-13 d a� PI -I PL PI-5 � 5 - 3 CPr 3 �CCP3-1O P3-10 P3-8 P3-8 Sh C I-13 C PI -I C PI -I C PI-5 C PI-5 C PI-3 C3-10 C3-8 P2�31 P� �f PI-13 - ® (TYP.) PI-3 8 PI-9 FACU P2-28 (FIRE ALARM r ❑2 "❑2 ❑2 AHQU-2 -2 C C PI-4 P6 c8PI-I-7; C�PI llllPI2, C8I-P o ,:: ❑2 „�� ll ll (TYP.) PpLL (TYP.) (TYP.) PI-6 (TYP.) W (h gr PI-2 C �C C PI-4 P-6 �C C PI-7 PI-7: P3...___,- C C MPL 0' C PI-4 �C PI-6 4 PL PI-7 C ,� 01 PI-2'44 PI-4 FL C ® P3-7 ._ PI-9 ® P3-7 (TYP J 2 C PI(-p7 P3-7 C CPI-2 - C �PI-4 �9 PI-4 *C PPI-6 *C q PI-7 C Tf C v P3-9 i. PI-26:28:30 (3)/8 & (1)#10G. IN 3/4' C. PI-32:34:36 NF 3R 0A PI-14 IN Aj' IPWP - C PI-19.21:23 2 P3-4 60AR 1 P2-26 6( 2 ' Pi I-24 SYSTEMS PL/4N SCALE 1/8" = I'—C" (3)/8 & - (1)#10G. IN 3/4' C. A.F.F'- P2-26L W P2-22 P9-9-11 P2-2:4 = 1.88 V / 208 = 0,91% = 2.91 V / 208 = 1.40% 0& GG. C. 2.56% (2)/8 & (1)#10G. IN 3/4' C. PI-14 t u-o - - 60AR 3R UwP NF P2-228 60AR 313 30AR 3R QDP2-22 44' A.F.F. 44' A.F.F. 2 & I(1) )P2-AR 22 N3/4' C. P2-8:10 BAR I (2)/8 & VF t(1)#10G.IN 3/4' C. P2-14:16 44, A.F.F. " 1 P2-24 I AHU-4 44' A.F.F. 44' A.F.F. -SMJ Q RP2-24 9P2-24 ®(TYP.) ... _. e........ 0 �c8 0 P2-18 C6 A P2-2O C8 / P2-18 (TYPJ ❑2 2 ❑2 2 FI S P2-33 2 1 PL P2-18 C 'TYP-'P2-2�0 20 (TYP') P2-20� MQ ,$S} dal FI 4 P2-18 C a C C ❑I r- (,,qFI 11 12 13 ppl ❑I 2 C P2-18 P2-20 C 9 P2-2C C8 P2-19 D6 d C8 P2-42 U-5 U DOOR BELL AND L.V. C C TRANSFORMER. & _IQ P2-19 2 ®(TYP.) 0 SPRINKLER SYSTEM FLOW AND TAMPER SWITCHES. i C FS COORDINATE LOCATION AND NUMBER OF DEVICES f r _19 WITH SPRINKLER SYSTEM INSTALLER'S SHOP DRAWINGS PRIOR TO ROUGH -IN. PI-14 C9 P2-19 ., WP LIGHTING CONTROL LEGEND• �H WATTSTOPPER # W-2000-H LOW VOLTAGE HALLWAY SENSOR ® WATTSTOPPER # BZ-250 20A POWER PACK WATTSTOPPER # LMDW-101 WALL MOUNTED DUAL TECH. OCCUPANCY SENSOR �y WATTSTOPPER # LMRC-101 SINGLE ZONE SWITCHING ROOM CONTROLLERS WATTSTOPPER # LMDW-102 WALL MOUNTED DUAL TECH. TWO -ZONE OCCUPANCY SENSOR WATTSTOPPER # LMRC-102 TWO ZONE SWITCHING ROOM CONTROLLER WATTSTOPPER # LMDC-100 CEILING MOUNT DUAL TECH. OCCUPANCY SENSOR ® WATTSTOPPER # LMSW-101 SINGLE BUTTON SWITCH ® WATTSTOPPER # LMSW-102 TWO BUTTON SWITCH + WATTSTOPPER # DT-355 LINE VOLTAGE DUAL TECH. CEILING MOUNT OCCUPANCY SENSOR Dsw WATTSTOPPER #DSW-100 LINE VOLTAGE WALL MOUNT DUAL TECH. OCCUPANCY SENSOR *WATTSTOPPER # LMPL-101 PLUG LOAD CONTROLLER. SWITCH LOWER HALF OF EACH INDICATED RECEPTACLE WEATHER PROOF DOOR BELL PUSHBUTTON FIRE ALARM SYSTEM NOTE: THE OCCUPANCY CLASSIFICATION IS BUSINESS GROUP B WITH AN OCCUPANT LOAD OF 108 PERSONS, WHICH IS LESS THAN 500 PERSONS. THE BUILDING IS SINGLE STORY. PER FBC 907.2.2, A MANUAL FIRE ALARM SYSTEM IS NOT REQUIRED. THE BUILDING IS TO HAVE AN AUTOMATIC SPRINKLER SYSTEM. E.C. TO COORDINATE CONDUIT AND BOX REQUIREMENTS WITH SPRINKLER CONTRACTOR. ELECTRICAL KEY NOTES: ❑I EXHAUST FAN TO BE CONNECTED TO AND CONTROLLED VIA THE ROOM LIGHT SWITCH. E.C. TO PROVIDE TOGGLE DISCONNECT ABOVE CEILING FOR THE EXHAUST FAN. ❑2 Ct�-= INDICATES DUPLEX RECEPTACLE THAT IS TO HAVE THE BOTTOM RECEPTACLE CONTROLLED VIA ROOM OCCUPANCY SENSORS. CONTROLLED RECEPTACLES TO BE LABEL RECEPTACLE WITH THIS SYMBOL C— ❑3 (2)2' TEL/DATA CONDUITS, TURNED UP 6' AFF, CAPPED AND BUSHED. REFER TO THE SITE PLAN FOR CONTINUATION. ® DATA OUTLETS TO HAVE (2) DATA PORTS. + ALL PHONE AND DATA CABLES TO BE CAT 6. ❑5 PROVIDE CONDUIT AND BOXES AS REQUIRED BETWEEN SPRINKLER SYSTEM WATER FLOW AND TAMPER SWITCHES, TTB, AND THE FACU. SEE SPRINKLER SYSTEM SHOP DRAWINGS. REVIEWED FOR CODE COMPLIANCE z co o Z U W � D- w z o U O O � U W z w > o a LL > o w 0 � to a z > w o w cn w > U) COcic Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 a 0 Ci j � ao LL w a LJ 3� a J w w a o 0 z fl�m J O O ct U CO LL. to O a rn w O Oz a " Q N o a z p' o w O J O ae U w w W w 3 a O r3 0 0 z a ENGINEER SEAL NC'E S 9�,�,''• No 615809 0; STATE OF .'4U ,tx Al Timothy C. Trewyn, PE P.E. No. 61580 %rBaSE M10 fb6 6 Nn PhRE nGumax�, R!G FMNWI mEY VFAr PI.CPlA¢ m ax nPR�FR RFLIAN¢ R! m T ➢OCUv VIII[UI Y1eiiEH OaifQtIUiID! N9 AuM Ul tt npi PdOZ D�pG• �C. W BE hnwr wsnm m nc svc crpmuirtmzm�, rrnr SHEET TITLE ELECTRICAL POWER SYSTEMS FLOOR PLAN VN C: 11-28-2018 DRAWN: TEC APPROVED: TCT DRAWING NUMBER E-2 SHEET 4 OF 7 17001-15 BOCC INTERIOR LIGHTING POWER CALCULATIONS PER FBC C405.5 Room ROOM WATTAGE AREA (SQ. FT) ALLOWANCE (WATTS/SQ. FT) ALLOWANCE RECORDS 1300 2700 1.0 2700 OFFICE 1 164 155 1.1 171 OFFICE 3 164 155 1.1 171 OFFICE 5 164 155 1.1 171 OFFICE 6 164 155 1.1 171 OFFICE 7 164 155 1.1 171 OFFICE 9 164 155 1.1 171 OFFICE 10 164 155 1.1 171 OFFICE 2 218 270 1.1 297 OFFICE 8 216 314 1.0 314 OFFICE 4 270 322 1.0 322 COMPUTER LAB 216 320 1.0 320 RECEPTION 164 180 1.0 180 COPIER 72 100 1.0 100 OFFICE 11 164 155 1.1 171 OFFICE 12 164 155 1.1 171 OFFICE 13 164 155 1.1 171 MECH. ROOM -SOUTH 101 140 0.95 133 MECH. ROOM -NORTH 101 140 0.95 133 MAINTENANCE 820 1120 0.95 1064 JANITOR RM. 52 95 0.95 90 UNI-SEX -WEST 40 45 1.0 45 UNI-SEX -EAST 40 45 1.0 45 MENS HC ROOM 40 44 1.0 44 MEN RM. 53 60 1.0 60 WOMEN RM. 53 60 1.0 60 WOMENS HC ROOM 40 44 1.0 44 WAITING 80 215 0.8 172 CORRIDOR 403 665 0.7 466 DATA 54 70 1.0 70 CLOSET 51 75 0.7 52 Total Connected 6024 Total Allowance 8416 FHE TOTAL CONNECTED INTERIOR LIGHTING POWER IS NOT GREATER THAN THE INTERIOR LIGHTING POWER ALLOWANCE LIGHTING FIXTURE SCHEDULE MARK MANUFACTURER PART NUMBER I LAMPS VOLTS MOUNTING DESCRIPTION REMARKS NO TYPE WATTS A DAY BRITE - 2EVG 74L H835 4 D UNV I LED 82 120 CEILING 2X4 RECESSED LED TROFFER WITH CENTER BASKET. OPAL DIFFUSER BASKET 7100 LUMENS 5 YEAR LIMITED WARRANTY. B DAY BRITE - 2EVG 54L H835 4 D UNV I LED 54 120 CEILING 2X4 RECESSED LED TROFFER WITH CENTER BASKET. OPAL DIFFUSER BASKET 5400 LUMENS 5 YEAR LIMITED WARRANTY. C DAY BRITE - 2EVG 48L H835 4 D UNV I LED 36 120 CEILING 2X4 RECESSED LED TROFFER WITH CENTER BASKET. OPAL DIFFUSER BASKET 4800 LUMENS 5 YEAR LIMITED WARRANTY. D BEGHELLI - PEH-I 2 LED 1.5 120 CEILING/WALL 2 LAMP UL 97 V-0 PLASTIC EMERGENCY LIGHTING FIXTURE. MOUNT 8'-0' A.F.F. FOR WALL MOUNT. E BEGHELLI - ATX SA LG U - LED <=5 120 UNIVERSAL ALUMINUM FRAME LED EXIT FIXTURE WITH WHITE POWDER COAT FINISH AND GREEN LETTERS. MOUNT 8'-0' A.F.F. FOR WALL MOUNT. UNIVERSAL FACE NO. 8 MOUNTING. F BEGHELLI - XCL GU W RC BRZ R WP 4 LED 5 120 WALL COMBINATION 2 LAMP THERMOPLASTIC EMERGENCY LIGHTING/EXIT SIGN. WA2) REMOTE HEADS. MOUNT 8'-0' A.F.F. FOR WALL MOUNT. 65 TO 85 DEG F. LEAD CALCIUM BATTERY. G DAY BRITE -2EVG 38L 835 2 D UNV I LED 31 120 CEILING 2X2 RECESSED LED TROFFER WITH CENTER BASKET. OPAL DIFFUSER BASKET 3800 LUMENS 5 YEAR LIMITED WARRANTY. H CONTECH-CMR2 6 35K C WHT I LED 15 120 CEILING LED SURFACE MOUNTED DISK, WHITE FINISH, 7.5' DIA. WET LOCATION LABEL 5 YEAR LIMITED WARRANTY. J H.E.WILLIAMS - VMH V LI7/840 T3 DBZ CGL 2120 1 LED 16 120 WALL LED MINI WALL PACK, BRONZE FINISH, LUMENS 1700 K H.E.WILLIAMS - 75 4 L50/835 DRV 120 1 LED 44 120 CEILING 4'0' NARROW LED STRIP LIGHT WHITE FINISH 5500 LUMENS SO. ACRYLIC LeNS M H.E. WILLIAMS - WMA 2 L30/835 AF DRY 120 1 LED 40 120 WALL 2'0' LONG WALL MOUNTED LED FIXTURE, FROSTED ACRYLIC LENS WHITE FINISH N LIGHTOLIER - PR61) 10 N U 8 35 D CL WH I LED 10 120 CEILING 6' DIAMETER DOWNLIGHT, CLEAR REFLECTOR, WHITE TRIM 1000 LUMENS GENERAL LIGHTING FIXTURE SCHEDULE NOTES: 1. VERIFY TYPE OF CEILING FOR EACH FIXTURE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND PROVIDE FIXTURE TRIM AS REQUIRED. 2. VERIFY VOLTAGES PRIOR TO BID AND INSTALLATION OF FIXTURES. 3. PROPOSED ALTERNATE LIGHTING BIDS MUST INCLUDE THE FOLLOWING: A. COST SAVINGS TO OWNER. B. PHOTOMETRIC LAYOUT OF PROPOSED ALTERNATE LIGHTING FIXTURES. C. ABOVE INFORMATION MUST BE SUPPLIED TO THE ENGINEER (3) DAYS PRIOR TO BID. 4. ALL COMPACT FLUORESCENT DOWNLIGHTS SHALL USE ELECTRONIC BALLASTS, UNLESS OTHERWISE NOTED. 5. PROVIDE APPROVED FIRE RATED ENCLOSURES FOR ALL LIGHT FIXTURES LOCATED IN FIRE RATED CEILINGS. 6. FIXTURES IN AREAS WITHOUT CEILINGS OR IN MECHANICAL AND ELECTRICAL ROOMS SHALL BE MOUNTED WITH I 1/2'xI 1/2' KINDORF CHANNEL SUPPORT SUSPENDED FROM ROOF STRUCTURE WITH THREADED RODS. FIXTURES SHALL BE MOUNTED 10'-O'A.F.F. UNLESS OTHERWISE NOTED. 7. ALL ACRYLIC LENSED FIXTURES SHALL HAVE A MINIMUM LENS THICKNESS OF .125 INCHES. 8. ALL SHEET STEEL USED IN FIXTURES ABOVE SHALL HAVE A PHOSPHATE LAYER APPLIED PRIOR TO PAINTING. a K K D A dD A A P2-32 C C C C I-O-� PI-8 PI-8 PI-8 PI-8 E PIPI-8� PI-8 go--, D P2-32 2-32 P2-32 u (�) =b P2u y�y MR I ® �b L_vJo �b, P2 36 P2 36 101 I01 I I 101 I I I P2-32 P2-32 A A A= A= I A AQ FK� D R °b� PI-8 r'H PIPI-8� PI-8 PI-8 PIPI� PI-8 P2-32 P2-32 A A A .. wa . G G MG G G G G pm:m�.m,,, �-•, B P2-36 P2-36 P2-36 ❑ ®n ^ ❑ PI-31 r r` P2-321 �1 p2-32 P2 32 �ab �l P P �l PI-31 DC PANEL P3-+.wlw..I�tIID.I� PI-31 PI-31 PI-31 PI-31 •u-• ••• ••• ... A A A I . ° A ., PANEL PI PANEL P2 G 2-3 b �A A A ®E PI-3 Dj PI-31�b PI-3b L b D D GG 4vvGV� P2 P2 36 P2 36 P2 36 P2 36 PI 31 PI-31 PI-8 PI -6 PI-8 PI-X _"_..... P2-3 R P2 3 M M G A A I A lol A I R A Dsw sw C a. , l �p D. 69 Dam :.0 ^ g _ k LP�-(� PI-42QN D L J, PI-31 r PI-42 PI-10 R G '"' " P 30 P2-36 % P2-36 P2-36 H ¢ PI-8 PI-8 PI-8 PI-X PI-8 PI 42l'Rt 42 lol lol �I lol101j O .M pP2-32 -30 1;. 12 l P2 A.... PI-3( A A A A A A PI-42 PI-10 N P2- D AP2� A�P2 36 n,,..v. A=P2-36" PI� PI� MR PI� PI� 14 R PI-42 MR PI� I I ! PI�R Dsw� k..._ _ kP28 MR ° T r A lol A la lol A 1) A I I LI I-42 la A PI-42 wl PI-42 lol PI-10 lol G K P21-o-� C C C meta C CL�PI-442 I; PIPI� PI� PI42.,,, PI-42#F{� PI-31�°�b� ® w .. �. tL1Slou ®E N D N P2-30 P2-30 b2-30 P2-30 P2-30 G.. G G G G G. D, .. G G G... :.:.. I D G E Oa Oo ❑❑ j�j V ®P� I- I PI-31 PI- PI❑31 PI- I (�P) LJ lel ®° PI-31 PI-31 C C C C CI �; K ,..,, . : PI 3I -30 .. •, D �b � b P2 �° �b I� �A M _ 0° Oa O° P2-30 P2-30 P2-30 P2-30 u " PI-31 PI-31 PI-31 (TYP.) PI-10 { PI-10 iS1l PI-10 R PI-10 PI-10 R PI-10" OFFICEi lol t lol lol I I I-10 PI-10 R PI-10 C ° C b C ° A A A A A A lol Oo Do 0° gl PI-10 PI-10 PI-10 6n I-314.P PI-31 PI-31 P2-30 P2-30 P2-30 P2-30 w D w P2-30 PI-10 PI-10 PI-10 F H O P2-35 �> LIGHTING SYSTEMS PLAN Wi SCALE 1/8" = 1'-0" LIGHTING CONTROL LEGEND, �H WATTSTOPPER # W-2000-H LOW VOLTAGE HALLWAY SENSOR ® WATTSTOPPER # BZ-250 20A POWER PACK ® WATTSTOPPER # LMDW-101 WALL MOUNTED DUAL TECH. OCCUPANCY SENSOR loi WATTSTOPPER # LMRC-101 SINGLE ZONE SWITCHING ROOM CONTROLLERS ® WATTSTOPPER # LMDW-102 WALL MOUNTED DUAL TECH. TWO -ZONE OCCUPANCY SENSOR WATTSTOPPER # LMRC-102 TWO ZONE SWITCHING ROOM CONTROLLER WATTSTOPPER # LMDC-100 CEILING - ING MOUNT DUAL TECH. OCCUPANCY SENSOR ® WATTSTOPPER # LMSW-101 SINGLE BUTTON SWITCH ® WATTSTOPPER # LMSW-102 TWO BUTTON SWITCH + WATTSTOPPER # DT-355 LINE VOLTAGE DUAL TECH. CEILING MOUNT OCCUPANCY SENSOR Dsw WATTSTOPPER #DSW-100 LINE VOLTAGE WALL MOUNT DUAL TECH. OCCUPANCY SENSOR WATTSTOPPER # LMPL-101 PLUG LOAD CONTROLLER. SWITCH LOWER HALF OF EACH INDICATED RECEPTACLE ELECTRICAL KEY NOTES: LIJ EXIT SIGNS AND EMERGENCY BATTERY UNITS TO BE CONNECTED TO THE LIGHTING BRANCH CIRCUIT IN THE AREA AHEAD OF THE LIGHTING CONTROLS. 0 REMOTE TWIN HEAD, LOW VOLTAGE, EMERGENCY FIXTURES POWERED VIA EXIT SIGN. 1iAfrk •fit+ r �pyy REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY z co _o z � W U w U Z U Z 3 0 U 3 U w N z w > o o w o N � w > U 0 w a� 0 5 w z W 0 1 m w � cn w > Tn m 11111111 ■NE■nnn® Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone:772 672-4636 Fax: 772 672-4637 a 0 ri wM z Qo wLL Cr - z aw aw v wa w ooa ED W Pr7 U 0 0 rn W O O a rc) Q t- o LL z a o ~ J Ld x W W Ld U L W L Of o oo o GL a W ENGINEER SEAL Timothy C. Trewwyyn, PE P.E. No. 61580 TWSE RllCOEMS, M V TIE COECPTS W W RESIGNS PRESEIRED HEFERV ME IMOOED OLY RR THE vunc PO2P6SE MID WENT 6 FOTE MENCE EWN:EXO DE F➢R VMCH PEY ME PREPMED IERRE M �R REllMVCE OI TWSE RO;DENIS V Dflff WmEN MR E!AnOI W AWTRTNR R MU PIERCE ENGINEERDE, M S K WuM MLM TD TM WE. CCMWOT (DM7, W PE EWbIEEI DI6, OC. ME M S RESE L SHEET TITLE ELECTRICAL LIGHTING SYSTEMS PLAN ""'� ""' 11-28-2018 DRAWN: TEC APPROVED: TCT DRAWING NUMBER icI=- 3 E� SHEET 5 OF 7 17001-15 STUB AB01'- ACOUSTICAL TILE CEILING 3/41 CONDUI ACCESSIBLE STUB ABOVE CE" ACOUSTICAL TILE CEILING 3/4 con Oui x4"xl 1/2' DEEP I TH SINGLE GAN( ASTER RING FLOOR NOTE: FOR GYPSUM CEILING TYPES, ROUTE CONDUIT WITH PULL -STRING BACK TO POINT OF BUILDING TELEPHONE/DATA SERVICE EQUIPMENT. A I DATA/COMM. STUB -UP DETAIL FOR DISTANCE SEE MANUFACTURER'S INSTRUCTIONS - AIR FLOW SAMPLING TUBE 48" SHUT DOWN CONTACTOR -� \�18/2 TSPI8/2 TS OR RELAY (FURNISHED (2) #12 BY CONTRACTOR) TO RTU CONTROLS DUCT DETECTOR HOUSING WITH - PHOTOELECTRIC SMOKE DETECTOR D I DUCT SMOKE DETECTOR DETAIL SCALE_/N.T.3.11 THREE PHASE SHORT-CIRCU IT CURRENT CALCULATION 15OKVA=TRANSFORMER SIZE TRANSFORMER TO PANEL DP (2 SETS 3SOMCM, 30 FEET, PVC) 150DOO VA 100 15c = X = 11376 AMPS L73 X 208V 3,66%IZ _ _ 30` =6A - _ 2 1.73 3 - -:0.06 X }� 2 22737 2�v __. 1 INI= - 0.941 �- - 1 + 0.062 11376AMPS X 0.941 _ 10707AMPS USE MINIMUM 22KAIC RATED BREAKERS IN PANEL DP PANEL DP TO PANEL P2 (1 SET 3/O CU, 105 FEET, PVC) 1.73 105, 10707A f - X X 0.672 1 j 13,923 208V 1 + 0.672 10707AMPS X 0s98 - USE MINIMUM 10KAIC RATED EQI = 0.598 AT PANELS P1AND P2 0 1 M TWO DUPLEX RECEPTACLES WITH COMMON COVER. DEDICATED 120V CIRCUIT PROVIDE UNISTRUT AT CEILING WITH CONDUIT STRAPS PROVIDE UNISTRUT WITH PROV4DE ALL CONDUIT STRAPS AT 8 A.F.F. WITH BUSHING AND FISHWIRE 1' PVC WITH 2' CONDUIT TO (1)#6 GROUND WIRE TELEPHONE CO. B I TELEPHONE TERMINAL BOARD DETAIL EXISTING FPL TRANSFORMER 3PH 120/208 VOLT EXISTING EST. 150KVA, 3.66%IZ METER r� ENCLOSURE EXISTING PRIMARY ELECTRICAL SERVICE COORDINATE WITH FPL EXISTING (2) 3' CF1r 1 WITH (3) 350MCM CU IN EACH EXISTING GROUND ROD AND GROUNDING ELECTRODE CONDUCTOR. C ELECTRICAL RISER DIAGRAM PANEL: - --- -- ---- ---- "DP" EXISTING _. VOLTAGE: ,BUS/BREAKER 1201208V 3PH 4W LOCATION: EXTERIOR AIC RATING: 22KAICt22KAIC MOUNTING: FREE STANDING-NEMA 3R 600A 'RATIIIIG. ---- - MAIN CONNECTION: M.C.S. FED FROM: FPLTRANSFORMER DEVICE FAMILY: GENERAL ELECTRIC DESCRIPTION': o P coxnccrEo xrn No, No, conn[+'rk"xva P ". DESCRIPTION' R B C A B C SPARE -NOTE 5 1�. 2 OA0 yu,:»q,. '$ I , `,',u'W' 1 2 0.00 ':.,; °a.'..p 2 100 - _-. SPARE•NOTE:5 0.t- 3 4 ,CIIs49 0.00 I'IN SPACE pa 1„ '..^ O..DO 5 6 '3,ud 0:30 - 2D t2 L-EXTERIORWALL FIXTURES-NOTE3.4&6 _ _ _.._ SPARE -NOTES 4130 2 0.00 7 8 p.00.. I,I :2 1001 SPARE-NOTE5 0.00 _ SPACE �;."�" 0.00?1 12 . .:.. OAO h 0.00 SPACE. _ SPARE -NOTES 1W 2 0.00 P3 14 I, 2 100 SPARE•NOTE:6 _ p tl"•y 0.09 0.00 t5: SPACE '.. p 17 19.Z5 18.84 ISFACE NEW PANEL'" Pi" 3/0 200 3 :20.19 ., "Sp S 19: 20 , "':.. R:i$,�,�•::.. 3 206 3/0 NEW PANEL '72" NOTE 4 3/0 20,51'. I `I 21 22 ii"i "''! 3iv NOTE 4 _ 310 al"IY�Iy 49.90 23 "I*" 25 24 i1.80 310 PANEL P3' 33 9410.:..3 ,... SPACE _ NNEW OTE p 3'"d, .34 27 28 y 1 D.Ofl lrl „9 SPACE $3.34 3 29' 30 II 0.0( i I 0.00 SPACE SPACE 0.00 0.00 Gl $ 31 32 ,,i ;,; SPACE SPACE 33 34 0.00 i1(r. '.SI I1. SPACE SPACE. tll u.'., py 0.00 '3S 36 a"I 0 00 O.Oti ens,,. 4&80 0.06 SPACE SPACE. 0,00 , , 37 38 °°4 .•<. , 0'..00 I i:. SPACE: SPACE -- 0:00 1,; I"p,l,.. s 0.00 39. 41 40 42 y 1111i $ V',€11,„a„ 19.75 _ SPACE SPACE - SPACE __. '23.53 23.85 23:24 TOTAL 1210 121..27 TOTAL CONNECTED KVA SERVES CONNECTED LOAD-KVA BF- CALCULATED DEMAND KVA _. LIGHTING _ &3? 1:.25 10.38 RECEPTACLES.(FIRST 10 KVA} 10.00 1: 10,00 RECEPTACLES (OVER 10 KVA) 25.34 0 5 12.66 LARGEST MOTOR _ 3:00 135 3.75 OTHER MOTORS -, 8.65 1 8165 EQUIPMENT/HEAT 65.50 9 65.50 KITCHEN EQUIPMENT _. 0.50 1 '0.50 TOTAL DEMANDKVA 111.44 TOTAL AMPERAGE 3` (NOTES: _._ ___. .-_. 1. VERIFY ELECTRICAL REQUIREMENTS FOR ALL EQUIPMENT WITH MANUFACTURER'S MANUAL PRIOR TO BIDDING AND INSTALLATION. ---- --- ---- -- ---- - ... 2. PROVIDE TYPEWRITTEN DIRECTORY ON INSIDE OF PANEL COVER- 3. NON -COINCIDENT DEMAND. CALCULATION BASED ON HEATING MODE. 4. FURNISH $INSTALL NEW CIRCUIT BREAKER IN EXISTING PANEL SPACES A.I.C. RATING TO. MATCH THE EXISTING. CIRCUIT BREAKERS. 5. EXISTING CIRCUIT BREAKER TO BE LABELED AS SPARE, AFTER. REMOVAL OF THE MODULAR TRAILER FEEDERS 6. CIRCUIT CONTROLLED VIA PHOTO -CELL ON 8 20A 1PST WEATHER TIGHT TIME CLOCK W1 ASTRONIMICAL DIALS, BATTERY BACK-UP OFF. _ MOUNT ADJACENT TO PANEL "DP". PANEL! - _ „P3' - -- "-' -_ -- VOLTAGE' 12oi2oav3PH dvv LOCATION: DATA ROOM BUSBBREAKER AIC RATING: 22tcatloxA MOUNTING: SURFACE-NEMA I RATING: _- 100A _ MAIN CONNECTION: M.L.O. FED FROM; -..... PANEL "DP" -..._ DEVICE FAMILY: PATON EZ PANEL OR EQUAL DESCRIPTION B �.6 ° m a COXNECTEO KVA a CON LED KVA v u 3 N DESCRIPTION v A B C R-OFFICES 12 201 1.08 a 1 ...., 1 2 1.W IIII ?.08 I'll In ? 20 12 R-OFFICES R-OFFICES 12 20 1 y i 08 n 3 4 1' 12 R-OFFICES R-RECEPTION- WEST R.RECEPTION • N,S,E 12 12 20 20 1 ? �0.507 I 050 0.50 a 5 7 6 6 "1 I 1 08 y, ,'... 1.08. 1 1 20 20 12 1 R-OFFICES FFICES •C PIER -RECEPTION 1 2 20 1 9 10 072 i 20 92 R-OFFICES _ _ R-HALL WAY, COUNTER 12 20" 1 III 9,72 IPI I'I •'-'7 0,00 0.36 11, ,X' 11 12 14 ' " 0 00 '� ; I 0 36 4IIh'I IL. 1 20 1 R -T TOILET ROOMS R.CORRIDOR 12 20 1 13 1 20 SPARE SPARE R0 1 r' IIII 15 if,0.00 V I.V 1 201 SPARE SPARE 20 1 0.06 H I: 0.00 tll tll rvul ''uu .'0 ?2 0 00 ruw to P,,,. .6. II 0.00 1 201 1 SPARE SPACE 19 29 YI 5PACE SPACE .SPACE _.. SPACE :I 2,30 ?.5$ 0.00 0,66' 23 TOTAL 24 - 2.16 1.80 of, 1.44 SPACE 10.?4 TOTAL CONNECTED KVA - - -- SERVES CONNECTED LOAD - KVA OF CALCULATED DEMAND KVA - LIGHTING Ulm - ... 1.25 0.00 RECEPTACLES (FIRST 10 KVA) 10.00 1: _ _ 10.00 _ RECEPTACLES (OVER 10 KVA) 0.14 9:5 0,07_ LARGESTMOTOR 0.00 1.25 0..00 _ OTHER MOTORS 000 9: 0.00 EQUIPMENTIHEAT_ 0.00 1- 0:00 KITCHEN EQUIPMENT _- 0.00 1 0.00 TOTAL DEMAND KVA TOTALAMPERAGE 27.9 7.05 NOTES: 1. VERIFY ELECTRICAL REQUIREMENTS FOR ALL EQUIPMENT WITH MANUFACTURER'S MANUAL PRIOR TO BIDDING AND INSTALLATION." 2. PROVIDE TYPE WRITTEN DIRECTORY ON INSIDE OF PANEL COVER. 3. NON -COINCIDENT LOAD. CALCULATION BASED ON HEATING MODE. .. - -, EXTERIOR EXISTING (2) 3" C WITH (4) # 350MCM AND GRD. IN EACH �10707 FCA 70 [EXISTING I -10 FT PANEL "DP' 120/208V 3PH 4W 600AMPr M. C.B. 22KAIC EXISTING MODULAR UNIT PANEL FEEDERS ARE TO BE REMOVED. INTERIOR 6282 FCA PANEL PANEL 'P3" "PI' NEW NEW IODA 200A M.L.O. M.L.O. TR#3 CU8 GRD.I I/4" C ❑I USE 2/0 BARE CU TO CONNECT NEW METAL STRUCTURAL MEMBER TO EXISTING GROUND ROD OR METER ENCLOSURE GROUNDING ELECTRODE CONDUCTOR TERMINAL. RISER DIAGRAM GENERAL NOTES: I. E.C. SHALL PROVIDE ARC FLASH HAZARD WARNING SIGNS PER NEC 110.16. 2. E.C. SHALL LEGIBLY FIELD MARK PANELBOARDS WITH THE DATE OF MARKING AND FAULT CURRENT AMPS (FCA) NOTED ON THE RISER DIAGRAM. 3. THE CONDUCTOR LENGTHS SHOWN ARE APPROXIMATE AND CONSERVATIVELY SHORT 6402 FCA TO PROVIDE A MARGIN OF SAFETY IN THE PANEL CALCULATION OF FAULT CURRENTS. THE NEW E.C. SHALL MAKE HIS OWN MEASUREMENTS NEW AND ESTIMATE OF THE CONDUCTOR LENGTH M.L.O. (443/0 CU REQUIRED. (4)#3/0 CU (0#6 GRD. (0#6 GRD. IN 2 1/21 C IN 2 1/2' C PANEL: ..pill DESCRIPTION R-OFFICES - __ ,� E'" 12 m 20 _. - P 1 VOLTAGE; 1201209V 3PH 4W LOCATION: DATA ROOM. <oxNkCrFUKwa BUSI6REAKER AIC RATING: .. -... 22KA/10KA MOUNTING: SURFACE-NEMA 1 -. RATING: _ 200A ... MAINCONNECTION: .MLO. FED FROM: .._.. _ - EXISTING PANEL -DP" MWOMEDKva F: 11 No. A B. C 2 1,08 ';I , 1 20 12 DEVICE FAMILY: EATON EZ PANEL OR EQUAL. DESCRIPTION. R-OFFICES A 1,06 B �.. i`Ie -C u,..;, No. „.. 1 R-OFFICES 12: 20 1 1:.08 'N u'L 3 4 1.08 ',€" 1 20 12 R-OFFICES. R-OFFICE 42 20 1 P".°y!. 1.OB 5 6 1 108 1 ZO 1$ R•OFFiCE _. R-OFFICES 12 20 1 1.08 . ' 7 S 1..47 a ,: -_1 20 12 L-RECOR S OFFICE_ _ _ _ _ R-WAITING 12 29 1. " 0.72 s 1; 10 ril.. $ 1.4$ to $, t 20 12 L-OFFICES1-10,RECEPTION _TI R-OFFICES 12 20 4 108 3 d't r,E1 w r$ 2.25 6 108 11 12 ;° _,'& I 1.13 1: 20 12 L OFFICES 1 4 COMP. RM. _ _ R-OFFICES 12 20 1 u,l @yi ,14y 13 14 3,28 ., •,, ,plyl a: 20 12 REXTERIOB HVAC S, SVC CONY R OFFICES _. WATER HEATER 10 30 2 15 16 •' n;�M 1.08 20 12 10 $"gN 9€+3'e°;Ia III"` 225 17 18 �,-; �`._ 'e'�A„. 1w08 i 20 12 R+OFFICES. HVAC-ANU-1 8 3. 6 00 "2y ,, I w F', 19 20 COS a 20 12 R-OfF7CES HTR-15KW, FAN=2HP 8 ,h.. Ip 6.00 `�.' 21 22 ,,„ra S„;,.; 0.36 1a`s� 1+ 20 12 R-DATA.ROOM SW ... 0:, ".:• 1 6,00 23 24 . �I Ixjl �h" r 444 ,..y, r,= ., r.l 0.72 `tl 20. 12 R-DATA ROOM 5E S NW 8 50 � 5 6 6 5.88 I. 1 25 26 : 6A 3 80 6 HVAC=CU-9 HVAC-A FAN-1..5NR 8 27 28 16! II b dd $'?I'1+ 6 MCA-37 _W, - 8 ' 111 tl I a 5.88 29 30 "t } r,t11 u�l 4.44 6 - HACR C18 _ L-CORRIDORWAIT. 12 20 4 0.91 rzv ;"� r ° 34 32 288 K Mi- 6 $'... 40 8.. HVAC-CU-2. _ R-COPIER-RECORDS 12 20 1: d ^ .I 0.50 33 34 qS1 a § 288„II,?=ise. 8 MCA-24 _-SCANNER-RECORDS 12 20 '' ; . 0:*r0 35 36 II i t ,i„u .>� 2-88. S NACR CIB SPARE 20 1 0.00 1 37 38 000 N �n,r «alb 1 20 SPARE - - SPACE SPACE 0.06 1^ Il..p 39 d0 t+.'k' t, 1221 000 ^ 11.28 .,1.1".lu % SPACE - - -OFFICE 96.03 18.43 43 16. 16,70 TOTAL 6S 'AL CONNECTEDKVA -. - SERVES CONNECTED KVA OF CALCULATED DEMAND -. KV& LIGHTING 5.62 125' _ 7.02 RECEPTACLES (FIRST 90 KVA) 10,00 ? 10 O0 - � -_---- RECEPTACLES LOVER 10 KVA) 7:93 05 3 97 LARGEST MOTOR 3.00 1.25 3.75 OTHER MOTORS 2.64.. 1 2.64 EQUIPMENTIN€AT '34.50 1 _ 34 ,0 KITCHEN E(ii, N4AENT 0.00 1 0 UO TOTAL .DEMAND KVARAM TOTALAMPERAGE NOTES: 1. VERIFY ELECTRICAL REQUIREMENTS FOR ALL EQUIPMENT WITH MANUFACTURER'S MANUAL PRIOR TO BIDDING AND INSTALLATION. 2. PROVIDE TYPEWRITTEN DIRECTORY ON INSIDE OF PANEL COVER. 3. NON -COINCIDENT DEMAND, CALCULATION BASED ON HEATING MODE. - -..- PANEL:..... _-.. -_-. •'P2" VOLTAGE:. - 120/208V PH 4W LOCATION: -.- AMOUNTING: - - DATA ROOM aUSFSREAKER AIC RATING: 22KA110KA -- SURFACE-NEMA 1. _-_ �RA71NG: 200A MAIN CONNECTION:_-. -- - M,LO. - FEDFROM: EXISTING PANEL"DP"... DEVICE FRAILLY: EATON.EZ PANEL OR EQUAL ...-. , .... DESCRIPTION ' 0 a .P cc�o xv< Na No. "r+'+ P, �#. g DESCRIPTION. _ A 8 C A B C HVAC-CU_3 8 40 3' 2.87 1 2 1,93 11 1011198 lu°II Ill 2 30:1 10 1 HVAC-CU4 _ MCA-18.6-HACRCIS MCA-24 8. BE 287 III Ili lul, 3 4 10 HACRC15 MtACE NVAIP,CU.5 _ _.. ANC7k+2iA 8 ' '� II 2,U 1 HOME A.881 ,n a I,1, hl,.°Y e 4 58 4+ 000 r ! '� 4 „. _ .; O.W 2,._ ;. d5 8 I SPACE 0.00 u 1 v x, 2.50WERMI N 2.5(i 7 8 -. HVAC-�AHU-4 8 8 40 2 9 't1 10 12 8 _..... SPACE Vd, FAN-.5HP' SPACE _ -3 S 3 5.88 588 III ICI INI IIII 13 14 4.92, III 50 8 HVAC-kHUS _ HTR , FAN-1.5HP $ 15 18 �i 4.92 II �I IIII li'; 8 HTR-BKW FAN-1-HP R-OFFICES 11 $12 _ 6p a r k, ulv 5.88 17 18 IIII. 1.0 ¢ (IIII 8 ,. li IIII IIIoI 1 I6 G III 072 9.08 1. 20 12 R-PURL ASWG H _ R-CONP. ROOM 1z 2 12 20 20 1 1 1.11 a qII INVI IIII d1 I I I. A90 '', 19 2 9 22 1 4 a I I 6 ",r" x 1 1 20 _ i20112 12 3 & 2 I R OFFlCES 1 1 R-MAINTENCE-W.SWALI+S° _ R-CONE. ROOT* UNTER 12 20 ? ,II In 0.36 23 24 ""*" ` 0.72 1 1 1 20 20112 20 12 R-MAI�NWAL % R-CONF. ROOWREFRIG. _ 12 20 1 0150 " &36 11 :p I ,... 25 27 28 28 0.36 '^' 1.' _ OAB -'.�I t10 12 R-M RHCE CH. FACU RED .__._... RMS. L-PURCHASING COPIER.JC,LL R-_COPIER ROOM R-COINER ROOM R-EWC -TOILET T ROOMS &CORRIDOR R E _ ,_ -C.-EXTERIOR CANOPY &_WALL LTS-NOTE 4.. 12 20 1 12. U 12. 12 20 20 20' 20 1 1 1 1 0:37 II 1 yy II -0:72 I,. I. ::_ V M V vJ {, I u I I ..._ 0 90 I;; 31 31 �.;� 33 35 30 32 34 36.„ 1u114,Itl1 0,98 T I };µ ^ III 0 .T2 IIII CI h (IIII, 1 20 12 7""! u e ... ,. III '��� � _. 1,-00 _ 1 20 13 4CONF. RM MECH.RM TOLL O R DLL_ RMS, OLD _ 1. 1. _ 20 20_ 1 2 12 ._ R-RECEPTION ftOON 1 L-OFFICES 11,1213, MAINTENANCE SPARE --. - 20 1 0,00 ^I lllill II a:l:w": 37 38 0.00 "+vu„4. 'I'Ih'Id-'^ 1 20 �._SPt32E SPACE Ipr - 0.00 ..-s`�.1*? 30 40 _.t. 0.00 s.�-.ux dI. , SPACE ._.:.- ..._ ... SPACE t •"4al A a.00 41 42 "1 13.85 ,�, 1 42.95 0.50 1 20112 R-COPIER 'TOTAL CONNECTED KVA _ _ - 10.70 13.23 12.87 TOTAL 4:84 1 68.41 SERVES CONNECTED LOAD KVA _ DP _ CALCULATED DEMAND -KYA - LIGHTING 4,38 1?5 5.47 RECEPTACLES FIRST 10 KVA) &95 _ 1 __ 8.96 _ RECEPTACLES (OVER .10KVA) 000' 0:5 0.00 LARGEST MOTOR 2.64 1.25 1 3,30 _ _... OTHER MOTORS 3.37 1 3.37 EQUIPMENTMEAT - - - 3100 - - 1 -� _ 31.08 KITCHEN EQUIPMENT 0.50. 1 0_50 TOTAL DEMAD KVA 52.68 TOTAL AMPERAGE 14&23 NOTES: 1. VERIFY ELECTRICAL REQUIREMENTS FOR ALL EQUIPMENT WITH MANUFACIt ,!19`^!MIN IOR TO BKMANG AND INSTALLATION. 2. PRI:)VICE TYPEWRITTEN DIRECTORY ON INSIDE OF PANEL COVER. 3. NOIJ-COINGDENT DEMAND. CALCULATION BASED ON HEATING MODE 4, CONTROLLED VIA 1PST TIME CLOCK W1 ASTRONMICAL DIAL AND BATTERY BACK. MOUNT ADJACENT TO PANEL "P2" E �0 't y p ( r i r Y a • z 0 r U Z I- o z Fn 0 U W 0= Zp rr 0 w w o z z 3 o I W m Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 >a ao U W U. p 3Lj Lj gwE J 0 O 0 V U OD IL M Q m O) w < C) ZU,. a. I z a 0 LLLL 0 w ~ U U w W F U W 3 W E O O O 0 w 10 0 2 a � ENGINEER SEAL NO 61580, G' STATE OF Timothy C. Tre n, PE Awy P.E. No. 61580 1 OOLUENiS, KING VnH M CYPiPIs P1ID LR NIESFNIDI KNO NE NaU■➢ ULY M M SN:CO SHEET TITLE ELECTRICAL DETAILS, RISERS & SCHEDULES ISSUE DATE: 11-28-2018 DRAWN: TEC APPROVED: TCT I DRAWING NUMBER I SHEET 6 OF� 17001-15 Er FAVDRIF�E -R�� IJNI�IPPOVEI) IDTH VARIF S) — 9 ql M yc P. tom, ,,,: ui w � 10 ....: ` I NO FORM "BOARD x PROP 1 -8 STORY 'ROPSO F.F.E. 21 Z ri 4� °I p� N 1 d to 5.3` N TOP OF FORM WARD 9.U` ELEVATION 20.57 FEETas$Y�/ . ,.: � `; ".i ,...: i '.'S: '. � :'Y2.S• i.0 ' D.U` ,1-: �� r . p; !I . t : U 9• � At t '. i !� I!{i r yr�1 1� , t, �"t F . , I 7�tt:ei, \iA.O I,, 4 i r4F �r i M It J( " t, (NOT TO SCALE) LEGEND & ABBREVIATIONS O.R.B. - OFFICIAL RECORDS BOOK U.E.- UTILITY EASEMENT D.E.- DRAINAGE EASEMENT �- CENTERLINE �D)- DEED M)- MEASURED (C)- CALCULATED R.C.P.- REINFORCED CONCRETE PIPE L.B. - LICENSED BUSINESS C.B.S CONCRETE BLOCK & STUCCO CONC CONCRETE ID - IDENTIFICATION EL- ELEVATION OHU- OVERHEAD UTILITY LINE `b- WOOD POWER POLE ® - CABLE TV BOX - GUY ANCHOR - TELEPHONE BOX Q - ELECTRICAL BOX CKAPIIIC SCALE wV D4 - WATER VALVE 100 0 100 C.M.P.- CORRUGATED METAL PIPE �- CONCRETE POWER POLE ®- WELL IN rr;rrr ) 1 inch - 10 0, i'I. DESCRIPTION BEING THAT PART OF LOTS 9, 10, 11 AND 12 OF THE NORTHEAST 1/4 (NE %) OF MODEL LAND COMPANY'S SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 4 AT PAGE 34 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING EAST OF A LINE LYING 2565 FEET WEST, AS MEASURED AT RIGHT ANGLES FROM THE EAST LINE OF THE NORTH 1/2 OF SECTION 6, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, EXCEPTING THEREFROM, ALL PUBLIC ROADS AND CANAL RIGHTS -OF -WAY AND EASEMENTS FOR UTILITY LINES, OVER, ABOVE AND ACROSS SAID LANDS AND ALSO LESS AND EXCEPTING THE FOLLOWING DESCRIBED LANDS: BEING THE WEST 744.61 FEET OF THE EAST 2565.00 FEET (AS MEASURED AT RIGHT ANGLES FROM THE EAST LINE OF THE NORTH 1/2, OF SECTION 6, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA) OF THE SOUTH 625 FEET (AS MEASURED AT RIGHT ANGLES FROM THE CENTERLINE OF MIDWAY ROAD AS PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP SECTION NO. 94530-2602, SHEET 6 AND 7 OF 7) OF THAT PART OF LOTS 9, 10 AND 11 OF THE NORTHEAST 1/4 OF MODEL LAND COMPANY'S SUBDIVISION . ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 4 AT PAGE 34 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING NORTH OF MIDWAY ROAD RIGHT-OF-WAY AS PER SAID RIGHT-OF-WAY MAP. SURVEYOR'S NOTES 1. THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. ALL MEASUREMENTS ARE BASED ON THE UNITED STATES SURVEY FOOT (SHOWN IN FEET AND DECIMAL FORMAT) UNLESS OTHERWISE SPECIFIED. 3. THE NORTH RIGHT OF WAY LINE OF MIDWAY ROAD IS ASSUMED TO BEAR NORTH 89`54'48" EAST AND ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO. 4, THE HORIZONTAL LOCATION OF NON DIMENSIONED FEATURES ARE PLOTTED TO SCALE, UNLESS NOTED OTHERWISE. 5, AN ASSESSMENT OF ENVIRONMENTAL CONCERNS, IF EXISTENT, WAS NOT PERFORMED AS A PART OF THIS SURVEY. 6. SYMBOLS SHOWN WITHIN THIS DRAWING ARE NOT SCALE DEPENDENT. 7. ATTENTION IS DIRECTED TO THE FACT THAT THIS DRAWING MAY HAVE BEEN ALTERED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA. 8. THE LAST DATE OF FIELD WORK WAS MAY 9, 2019. 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES, 10. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY CIVILSURV DESIGN GROUP, INC., FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 11. ORTHO-RECTIFIED DIGITAL AERIAL IMAGERY SHOWN HEREON WAS PROVIDED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, LAND BOUNDARY INFORMATION SYSTEM. SAID IMAGERY WAS OBTAINED IN 2018. 12. BASE BOUNDARY INFORMATION TAKEN FROM CONSTRUCTION PLANS AND SPECIFICATIONS PREPARED BY EDC, ENGINEERS & SURVEYORS, FILE NUMBER 17-273, DATED FEBRUARY 19, 2019, SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THE AS -BUILT SURVEY, AS SHOWN HEREON, IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE AND SAID SURVEY IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT SAID SURVEY COMPLIES WITH THE APPLICABLE STANDARDS OF PRACTICE FOR SURVEYS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND M14PPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. CIVILSURV DESIGN GROUP, INC N (+) N M — rn o V)o CD lzCD o � c °C a' i m y U u, 0 o� 0 N H U z U5 3 coo rn Y y m o 0 m m zNe W 0 3 0 J Lu W CC _ w go ar 0 Lo - m o Zi 00 z N 0 ~ N w W p m Q U � Z o m a zm Q W O RIT Q z Z O� Z (� w W H H 0 CC Vi to a Q Q M OC O W O 2 Cj) L}L 0 W �: Z LIL �O = 0 Lu U >0ow Mc 1) 1�- :) coZ W _j0NN N LL 0 00 I= Z NOO Q = � 0. W a Z Z a Z J BY: BRIAN C. KIERNAN PROFESSIONAL SURVEYOR & MAPPER FLORIDA REGISTRATION NO. 6101 OF SIGNATURE SHEET NO. 1 OF 1