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HomeMy WebLinkAboutPLANSDrawin Index T 1 Title Sheet Al Floor Plan and Door/Window Schedule A2 Elevations/ Concrette Ceiling Plan A3 Foundation Plan and Footing Schedule A4 Roof Framing Plan and Details OMC� SCANNED BY St lucieCounty A5 Wall Sections and Details A6 Building Section, Plumbing Riser and Specifications A7 Electrical Plan, Calculations/Riser/Panel C�a r�c� CONSTRUCTION CORPORATION �r', 41 b � � q a � � o � 9 p �yy O 0 m O PpQr 9 N N a h w a r 9 3 may. a � v a� a W 8 � .gipp U U U � J N cn Ca CL .. E L O S �U U +� .� N Cl � � m V) U C :3 L. 00 o- Li CL l C p Ca L. (D a) U a i JOB # 03-0501 DATE 03/12/04 a SHEET T1 LIC. C00013084 DOO R SCH E D U LE 01s ize type hardware eleeign pressure remarks hollow fibrgl. swing 5tainle.5tl. knob 2 2 -3'-0" x 6-8" x 13/4" exterior wneul fibr I. gwino Stainle. tl. knob 31.6/-39.8 weather5trip w/ h.c. threshold. Upper window 3 2 - 3'-O" x 6'-8" x 13/4 exterior in5ul metal swinci Stainle.stl. knob 31.6/-39.8 4 10' 0" x 6' 8" open mee an swing cage door rJ 2'-8" w x 2'-8" h horiz sliding metal door wall mounted; 5'-0" head height 6 3'-0" W x 6'-O" h Vert. Sliding metal door remote wall mounted/ uillotine: 6 4" head Hew ht 7 6'-0" w x 6'-8" h metal mesh owing gate 8 2'-8" w x 2-6" h horiz slidin metal door 3'-4" head Height 9 2'-O" w x 2'-6" h over head chute 10-8" head Height 10 1 1'-8" w x 2'-0" h Skylight NOTE: ALL H.M. DOORS AND TUBE STEEL MUST HAVE SEALED TOP/DOTT CAPS TO DEEP CRITTERS FROM HIDING OUT. 6" PIPE - LID \ ANDC.O. ----- -- O EDGE OF O CONCRETE cq SLAB -� BM HGHT CHANGE 12'-0" TO 1O'-6" , CONC. SLAB TO CONNECT BETWEEN BUILDIN05 (TBD IN FIELD) 92 EDGE OF ( Floor Plan 0 9013 UNIT#1 0. H. CAGE CHUTE VERIFY LOCATION WI CAGE FABRICATOR O 0 O e O EXTEND LIXIT PIPE TWO PER CAGE FIVE FEET APART (TYR) 0. H. CAGE CHUTE UNIT#2 O HT 13'-4" 13A5E CABINET - WALL MTD. 5" A.F.F. PROVIDE FILLED CELL BELOW SILL 1'-0" FROM WINDOW OPN'G EA. O SIDE FORBRAGING WT ;; W I II till I----J 1--- —i 6 i NOTE: ALL HARDWARE TO 13E 5TAINLE55 STEEL Head heights are from 0'-0" at top of curb See Elevations m WINDOW OPENING SCHEDULE size/model type frame olaeo head hght. design remarks A 2 - 3'-1" w x 3'-2 3/8" h sin le hunq alum/white Single, tinted 68" 31.6 4.6 metal security bars mtd, over window B 4'-0"w x 6-5" (wall o n' open mesh metal no oflaoo 6' - 8" 3 aided bay window "viewport" C '- " " o en mesh metal no Llass 6' - 8" interior mtl, cage "window" 10'-0" w x 4'-0" wall o n' o en mesh metal no ola5e 6' - 8" interior mtl, ca e "window" CD L F 1'-7 1/8" w x 0-2 3/8" h sin le hun alum/white Sin le tinted 6' - 8" 31.6/ 34.6 G 5-4" w x 4'-0" wall o n' o en mesh no alac,5 6' - 8" exterior nit]. ca e "window" H 1'-81/2" w x T-81/2" h shot. fan I OPN'G I I I I I I I I I I OPRG REMOTE'LIXIT' ON CONG. YARD — 8, PYLON (V.L.O.J.) i 811 31_411 MESH MESH EXTEND LIXIT TO O VIEWPO T(YLOJ) ®1 B I to I 1 III O 1 I I -p I I Q III o— I 2I U I I W I — ---- o O —�-- ---- w I O —Q) —+—�— ln I I I I OI I FILLED ELL 0 OPN'G A50VE FOR EXH. FAN 1'-3" 3�* © o i UNIT#3 '' UNIT#5 _ o 1 _ I I t-e L. 10 65_011 8% T_ " c9 15-17 Z_8 Z_8 F I I i I 0 - O p 8" X 8" CAST E TEND LIXIT PIPE TWO PER GAGE O z CONC.SURR UND F VE FEET APART (TYR) LU @ OPN'GS 2 P O 0 � 0 I , UNIT#4 UNIT#6 wLU U I C LIXIT WATER A5 N SUPPLY FOR CHIMPS (TYP) Z-0" 4 W.O. — I I VALVE H/C 5ERVICE AREA g 5 WALL MTD UPPER CADINET5 D� 9'- I �' QILET O cLOS. T.O.B. AT 8'-10" E IP.RM, WH { WH . o- BASE CABINET- WALL MTD. 5" A.F.F. PROVIDE FILLED CELL BELOW SILL 1'-O" FROM WINDOW OPN'G EA. I O 51DE FOR BRACING 1' 0" 1'L 0" IN I WIT /F ILLED CEL\ BM GCHANGE H/C I 101- " TO 8'-101, 0 OP G AB VE FOR EXH FAN N_ II 1'-812" LD I I 7" RPIMI C� WALLS NOT REQUIRED TO DE J FILLED SOLID EACH CELL. ONLY AT VERT REINFORCEMENT CELLS. WALLS FILLED SOLID EACH CELL. WITH OR WITHOUT VERT REINFORCEMENT II II � II I II II II N) II II = II II N II II II O O II II II 0 o II EDGE OF CONC. SLAB CONSTRUCTION 1V CORPORATION LIC. CGCO13084 v`.C-A JOB # 03-0501 DATE 10/01 /03 SHEET Al 1 /4" = 1 '-011 `1 PATIO SLAB T.O.B a -a' L _ T.O.B. 50LARPA1EL5 II Right Elevation 1/4„ = 11_0„ 24" X 24" LOUVER INTAKE GRILL 12 12 12 21 24" X24" LOUVER INTAKE GRILL T.( 1-011 D.H. CEMENT BOARD HORIZ. SIDING ABOVE u PAINTED CONC. (TyP ) ELEV. 0'-0" — — — — — — — — — — — — — — — — O.H. CEMENT BOARD HORIZ / IL 51DING ABOVE CONC. _� BLOCK WALL PAINTED GONG. ' GA5TCONC. BLOCK (TYP.) 5URROUND AT OPN'G5 EXTERIORMTD. HORIZ. SLIDING METAL DOOR CHIMP ENTRY POOR OPN'G Left Elevation B00 LOCK ; 50LARPANEL5 1 CEMENTBOAPD ABOVE CONC, BLOCK CAST CONC. WALL SURROUND AT INTERIOR MTD. OPN'GS HORIZ. SLIDING + — — — METAL DOOR " (TYP OF 3) _-___ _11 PAINTED CONC, 1--——— — — — — —— ) BLOCK(r(P— a Rear Elevation 1/4" = 1,_0„ T. — — ELEV. — - — — — fl a BAY WINDOW SHAPED "VIEWPORT' W/WIRE MESH 51DE5 &ALUM. PANEL ROOF I j ELEV, 0'-0" Concrete Ceiling Plan 1/4" = 11_0„ Front Elevation 1/4„ = 1,_0., METAL ROOF f' � . ... 8":GONG STRUG TAAL 5LA6 O r #5X8' 0" O i : L�OPN'G �15X6 0 COR t 5KYLI�.HY LOC W t :: o Tt�U55 5PC I t Q i it #5Q10"OC; II X 3-0.; 50T I 91)10" OC �'I #�5: 010" OC U x a"rap 121�X3' 60T �Q / 1 IznnF not iurcn T� 1 V � V b t.i 1 W N 3 TC; ' Y � lV .� W �v 0 L _O LL a o � Qv L a) � CL vv au- JOB # 03-0501 DATE 03/-12/04 SHEET A2 CONSTRUCTION CORPORATION LIC. CGCO13084 PVC GRATE cV �\ \ ,'•. r�. `:'.. FABRICATED STAINLE55 STEEL TRENCH DRAINS #4 X 6" REBAR @ 2'-O" O.C. �., WELD TO STEEL ANGLE FIBER REINFORCED PVC GRATE (250# LOAD RATING) :...,:. :r :,•...:. ,. .. w rn Q 7 2- #4 CONT. :;:• ;. e 3 w a •.•,� .•P•. •. e. fir: CO 3 - #4 CONT. TRENCH DETAIL N.T.S. FOOTING SCHEDULE TYPE DESCRIPTION T.G.F. 24' x 12" CONT. GONG THKN SLAB FT'G W/ 3 • #5 CONT xI x 3" CLR BOTT D \ 21_0II I, 1_ " i_ 11 1 6 x 1 8 GONG MONO FTG W/ 3- #5 CONT 2'-0" WIDE DB'L LAYER o X 610/10 +O-0 „ WWF @ PERIMETER 3" CLR BOTT x X 1'46" x 1'-8" GONG MONO FTG W/ 3 • #5 . a GONT 3" CLR BOTT 2'-2" FTG EXTENDED W/ 2 • #4 BAR Da q GONT i 11-6" 21.2" - 8" x 8" GONG MONO FT'O W/ 1 • #5 VARIES . GONT"CL W/SLOPE / 3 " CLR BOTT 16" x 12" CONT. GONG THKN SLAB FT'G 01_0I, IA- W/ 2 • #5 CONT f 3" GLR BOTT 71_411 i / w 1_ 1_ -. 1 6" x 1 8a GONG MONO FTG W/ 3 #5 c a CONT 2'-6" WIDE DB'L LAYER 6 X 610/10 0' 0" D -- WWF 9 PERIMETER 3"CLR BOTT � I_611 #5 VERT REBAR 48" O.C. MAX (TYP) EXCEPT IN OPN'G5 4" GONG 6LAB 25 O P61 ON COMPACTED, TER ITE TREATED SAND FI L (TYP) 4" CONC. SLAB SLOPE 11/2" r•�ae PQ V II�LIVV11 (J If�Ll Vlil-1 SECTION A -A PATIO SLAB D SLOPE TO FLOOR DRAIN 4'-8" PROVIDE CLEAN -OUT COVER 6" DRAIN CONNECT TO 8„ 8„ ; SLOPE 2" SLOPE 2" RAISED SLAB FOR BAY 811 811 OTHER DRAIN RAISED SLAB FOR BAY WINDOW VIEWPORT — — — G ' WINDOW VIEWPORT � F6" I MATCH ELEV, HEIGHT 4" MATCH ELEV. HEIGHT N \ 21 511 GONG. CLEAN OUT t_--------------------------------------- ------ --------------- tt7 \ \ 1 END OF TRENCH - - - \ \ � W/ALUM. DIAMOND WASHOUTIN - j WASHOUT IN END OF TRENCH PLATE COVER 1 • A 1 1 i ` 3 GATE VALVE W/ 1 a • 0 CONTPOLA13OVE O" 5L PE4" I GRADE I 0 SLOPE 4" SLOPE 4" SLOPE 2'I i I ...... v --------------------------------LUi------------------- v -------- ........... --------------- -- ------ #5 VERT REBAR I I 48" O.C. MAX I 'U I (TYP)EXCEPT IN N ------------------------ ------------------- I - OPN'G5 I 1? N x i x I I I B A LULU ; I of A I I 4' CONC SLAB 3000 P516/6 X 1 - w I 10/10WWMON6MIL POLY V.B. v 2" I I l W II OVER COMPACTED. TERMITE TREATED SAND FILL (TYP) OL 6 INLET TO c0 I I I ST SEPTIC TANK WASHOUT I I (CHIMPS) VALVE I 1 1 WASHOUT - 3 3 VALVE------------�---- - 51 011 51_�" PVCTRANS `I PVCTRANS) i NROM8"T0OIL ---------------------------------_ --1 From 8"T0i6" •-------------------------------- - ATGOLLAR - - A7GOLLAR; - II I I 1 11 � II SLOPE 2" SLOPE 2"0 SLOPE 2" 4 11 i • -2" II V__ F4---------------------------------------------------------.....-------------------------------------------------------------------------- ---------------------------------------------------------------- 4"SLAB I I i4 LQfE 111 0 ENTRY I. II .. II / SLOPEI1/2' \-- - -- � SLOPEII/2 / -4' Zb wOISR� FLOOR DRY IN REVERSE OSMOSIS 0 1 1 i" w I CONNEWATER EQUIPMENT. x__ CTONLYTO 11 / CHIMP'LIXITILDRINKING SUPPLY I/`---- ----------------- -------------------------- I I I WITH CPVC PIPE I 1 I 6" PIPE II B N II II ----- -- ---- -------------- - -- I 3' X 3'-CL AN -OUT BOX W/ I I REMOVAI 5LE DIAMOND I I I I I PLATE LIE I 59'-4' S/�'PEt I �I 1-----------_--------------- ---- I �J �/-I---------- + ------------ -lu °W = I 3' X 3' GLEAN -OUT BOX W/ I u i 6" PIPE 3' X 3' CLEAN -OUT BOX W/ 7u I- - - - - - - - - - - - �? I REMOVABLE DIAMOND - - REMOVABLE DIAMOND - - II II II II Foundation Plan 1 /411 =:; 1'-0 1 1 LT � V � V 0 •V N 4j T: roc: LE 0 4- . r- v ,a 4.-J LA 00 L ra Z 0 CL L LL 4-J v 0 Q •v au V V k' P�' 7)k JOB #-03-0501 DATE 10/08/03 SHEET A3 CONSTRUCTION CORPORATION LIC. CGO013084 777`7777 FILLED SOLID CMU CELL 1 x P.T. BUCK W/ SHIMS ANCHORED W/ 1/4" DIA x 31/4" MAS. SCREWS 18" O.C. AND AT ENDS EXT.POLYURETHANE SEALANT SEAM ALUM WINDOW SCREWED INTO SOLID CONC AS DESIGNATED BY WINDOW MANUF FOR 140 MPH/3 SEC. GUST WIND LOAD CONT BEAD AT PERIMETER OF 'VULCAN' SEALANT ALUM WINDOW W/ MAS. SCREWS AS DESIGNATED DY WINDOW MANUF (11/4" MIN. IMBED) CONT BEAD AT PERIMETER W/ 'VULCAN' POLYURETHANE SEALANT SLOPE CONC. SILL 100 MIN CONC. SILL W/3/4" RECESS 8" CMU BELOW SILL WINDOW SILL N.T.S. LINTEL SCHEDULE FILLED SOLID CMU CELL 1 x P.T. BUCK W/ SHIMS ANCHORED W/ 1/4" DIA x 31/4" MAS. SCREWS 18" O.C. AND AT ENDS EXT.POLYURETHANE SEALANT SEAM ALUM WINDOW SCREWED INTO SOLID CONC AS DESIGNATED BY WINDOW MANUF FOR 140 MPH/3 SEC. GUST WIND LOAD CONT BEAD AT PERIMETER OF 'VULCAN' SEALANT ALUM WINDOW W/ MAS. SCREWS AS DESIGNATED DY WINDOW MANUF (11/4" MIN. IMBED) CONT BEAD AT PERIMETER W/ 'VULCAN' POLYURETHANE SEALANT SLOPE CONC. SILL 100 MIN CONC. SILL W/3/4" RECESS 8" CMU BELOW SILL WINDOW SILL N.T.S. LINTEL SCHEDULE APPLIED APPLIED SAFE TOD BEAM TYPE UPLIFT GRAVITY UPLIFT GRAVITY LENGTH LINO L LOAD PSF LOAD PSF LOAD LOAD PSF 81-2" 8 X 16 CMU 5HORED AND OF W/ #51T/113 SEE DETAIL A-A5 0 550 1080 2260 6'-4" MAX 51 SEE ELEV 8 X 8 FORMED AND CIF W/ #5 -113 (AT CAGED OPN'G SEE C-A5) 0 750 1140 1255 6' 0" B2 12'-0" 8 X 20 CMU AND CIP W/ 245 1T/1B 1020 1800 2000 3900 8'-8" E33 12'-0" 8 X 56 CMU CIP W/ #51T/2B SEE C-A5 0 2100 2600 4100 11'-0" B4 12'-0" 8 X 56 CMU GIP W/ #51T/213 5EE G-A5 O 2100 2600 4100 3' 4" Bg 12' 0" 5 X 16 CMU CIP W/ AB SEE ONO W/ CONC SLAB 5EE E-A5 POURED 600 1250 CLIP LOAD 4100 CONT TB5 10'46" X 16 CMU GIP W/ #51T/1B SEE B45 600 1250 CLIP LOAD 4100 CONT T136 8' 10" X Ip W/#517/1B SEE B-A5 E5-A5 150 250 CLIP LOAD 4100 CONT TB7 GENERAL NOTES: TRU55 MANUF DESIGN TRU55 TOP CHORD FOR PANELS AND 1/4" DIA LAG BOLT OPENINGS WITH SIMILAR LINTEL LENGTHS CALCULATED FOR THE WORST (4 TOTAL) CASE SCENARIO 600# UP W/ LTA10R HETA 12 ANCHOR ORIGIN OF CENTERS I (RAKE I I I I I I I I I I I I I I I I I I I I I I I I I I I cs I f I I I I I I 5 I I I E35 I I ( ( I IB I 13 FLUSH I ( ( ( RAKEB B6 13 B4 I V t! I mk TE I I I I I I �iB51 I i B r; �- - ,� 24" x 8" ATTIC I I I I I _[ 75 #UP �/LTA1 RHEI' 12 75C# � � � � � � — � ' � � ' � � B4 P W/ L A10R ETA 1 B 50# P W/ L1 A10R HETA 1 ' ANCHOR T CHOIR BRG ( 1ANCH�R B NCH I I I i �1p F 5)PAJ IELS i I I I I I ( I I SE MT'G$ETAILI I I..t L - [ I I I I I ( I I I I I ( ( I o , B1 3" 380# UP W/ LTA10R HETA 12 ANCHOR Roof Framing Plan 1 /411 = 1 1-011 580# UP W/ LTA10R HETA 12 ANCHOR B1 B1 B1 11/4" DBL T MOUNTING ANGLE B1 AT 4 CORNERS (200# DL EA) PER 50LAP PANEL SPEC ALIGN W/TRU55 TYPICAL SOLAR 5 PANELS OTAL 0 AR ON ROOF LOCATION PANED DEPENDS N BLDG ORIENTATI N TO 1 SUN I PROVIDE 700 LB5 TOP CHORD LOAD JOB # 03-0501 FOR EA 50LAR WATER PANELS T136 DATE 03/12/04 W/ LTA10R HETA ANCHOR 12 /�► /�Jt. � SHEET r - A4 CONSTRUCTION CORPORATION LIC. CGO013084 CONT. ROUND GALVALUME TRIM TO COVER EDGE 1/2" GEMENTBOARD PANELS OVER 3O# ROOFING FELTON 5/8" COX PLYWD SHEATHING OVER 2X4 KICKERS ATTACHED 2' O.C. @ EA. TRU65 NAILED W/4.16d 8" GONG. 5LAB, 3000 P51 SEE FRAMING PLAN - --- - 12'-0" v�?— - — - — - — - — - LTA1OR -- HETA12/ NOM 8" X 8" X 16" CMU WALL WITH GALV. "DUR-O-WALL" LADDER TIES EVERY THIRD COURSE FILL ALL CELLS AT WALLS AROUND CAGE UNITS (INTERIOR AND EXTERIOR) && VIEWPORT WALL5 FORM AND POUR 8" X 8" CONC. (HEAD, JAMB, 51LL) AT ALL GAGE UNIT OPENINGS W/ 145 RE -BAR REINFORCED WIRE MESH, BAY WINDOW SHAPE 'VIEWPORT' W/2" X 2" X 114' ANGLE FRAMING W/REINF. GALVALUME ROOF PANEL -. E METAL ROOF WD. TRUSS 12-0" SMOOTH 'HARDIPLANK' 4. PANELS W/6ATTEN5 FOR o CLG. IN HALLWAYS LTA10R TOP CHORD HETA 12 FARING _ 2 X 6 TOP CHORD TRU55 BEYOND @ SOLAR PANEL AREAS 1/2"'HARDIPLANK' CLG IN HALLWAYS (2) 1 Od TYP. EA. TRUSS 2� Beam @ Truss Step Down 12 ^12 (3) 16D TYP. 12 —12 TYPICAL: 30# BLDG PAPER OF SPACE SEPARATION OF WD. TRU55 W/CONC. 5LAB SEETRU55ORAWING5 WD TRUSSES 12 FOR TOP CHORD 24" O.C. (TYP) 1 2 BEARING HETA12 ETA 12 CMU OUTSIDE FACE FORM &INSIDE SEE TRU55 ENGINEERING REMOVED FOR 2" X 6" TOP CORD ONLY @ SOLAR PANEL AREA 12 LTA1 R HETA12 T� 2 D . ..:.. p' ..:.. SCALE 3/4"=1'-0 #5 DOWEL 4" INTO BEAM W/ A 24' EXTENTION REINFORCED WIRE MESH PANEL W/2" X 2" X 1/4' ANGLE FRAMING, NOM 8" X 8" X 16" CMU WALL WITH GALV. "DUR-O-WALL" LADDER TIES EVERY THIRD COURSE UNIT UNIT NGT FILL ALL CELLS AT WALLS AROUND CAGE UNITS (INTERIOR& EXTERIOR) SLOPE FLOOR TO TRENCH DRAIN (TYP) D p ,D D p D 6� FORMED CONCAVE EDGE OF CLG. SLAB @ WALL JOINT (TYP ALL CAGE UNITS) NOM 8" X 8" X 16" CMU WALL W/ GALV. "DUR-O-WALL" LADDER TIES EVERY THIRD COURSE REINFORCED PANEL W/2"X FRAMING, NGT U NGT U FORM AND POUR 8" X 8" CONC. (HEAD, JAMB, SILL) AT ALL CAGE UNIT OPENINGS W/ 145 RE -BAR t' #5 DOWEL5 W/ 6" 90 13END&25" FILL ALL CELLS AT WALL5 EXTENSION 9 AROUND CAGE UNITS (INTERIOR AND EXTERIOR) VERT. REINF. (SEE PLAN) 01, p D. D D SCALE 3/4"=1'-0" SCALE 3/4"=1'-0 C2 5/8" GEM ENT BOARD CL.G. IN 4' X 8' PANELS FOR SERVICE AREAS ALL CMU ABOVE WINDOW BM. TO BE 'H' BLK., WITHOUT 8" BM OR BOND BM OBSTP.UGTIONFOR SEE LINTEL SCHEDULE CONT CONC. FOUR NOM 8" X 8" X 16" CMU WALL GALV. "DUR-O-WALL" LADDEI EVERY THIRD COURSE (EXTE & INTERIOR WALLS TO 15E PA TYP. SERVICE SERVICE AREA AREA 0,l r q D D� D. CONNECTION DETAIL @ GABLE A4 SCALE 1 1 /2" = 1 ' - 0 " 5EETRU55 DRAWINGS FOR TOP CHORD BEARING 1 1/2" HAT CHANNELS 2'6" O.C. METAL GABLE TRIM W/ 6d NAIL @8" O.C. 2x4 DIAGONAL BRACE RESTRAINT LOCATION AS SHOWN ON PLAN HARDIPLANK SIDING OVER 30# FELT AND 5/8" CDX PLYWOOD GABLE END FASTEN TO SLEEPER W/ 16d NAILS @ 4" O/C TYPICAL CONT. 2X4 SLEEPER FASTEN TO BEAM W/ HILTI XDNI 2-5/8" LG. @ 6" O.C. 1 x 4 LATERAL BRACING IN-BETWEEN 'X' BRACING CONC BEAM/CMU WALL METAL ROOF OVER 3" INSULATION 11/2" HATCHANNEL5 EXTEND ROOFW12 X 4 TOP CORD EXTEND ROOF W/ 2" X 6" LTA1 OR TOP CORD HETA12 GALVALUME & GUTTER METAL ROOF OVER INSULATION 1" 20 GAA '— HATCHANNELS 30" O.C. W/ 2.100A X 11/2" WD SCREWS — EA/TRU55 LTA10R Z X 6 I GALVALUME&GUTTER w SU13FASCIA 1/2" EMENT WRAPPED W/ BR FLG, ALUM. (IYP.) (TB(3) PERFORATED ALUM SOFFIT 1 8" X 16" CMU 4. 2 X 6 FASCIA HEADER W/ 2) NOTE: (TYP.)#5 CONT. KNOCK 8" CMU WALL 13 DOWN WEBBATH NO CLO (B1) 8' 10"" (OB.� PERFORATED ALUM SOFFIT c TOP OF CURD 0'-0' (TYP) — - — D D \0 le 0 �! D. SERVICE AREA CMU IN RUNNING BOND SHORED AND FORM BOTT FOR CONC. FOUR WALL MTD CABINET OPEN BELOW W/WALL BRACKETANCHORED INTO FILLED CELL D #5 DOWELS W/ 6" 90 DEG. BEND & D 25 EXTENSION 6X6/1.4X1.4 tr WWF (DBL 36" WIDE PERIMETER) MONO. GONG. FT'G - SEE FOUND PLAN, WALL SECTION A t SCALE 3/4' . jo MNky CONSTRUCTION CORPORATION LIC. CGCO13084 a p N 0 �U U N Ln CIO . ■ E 0 V � 'N V � L O OL. _ I.!_ i.L W � L_ 4-J m .Q) O c ca C.7 V ate. L z CI] 99 C6 Min o ^v 0 JOB # -- 03-0501 DA--M 10l08/03 �HEET JA5 CENTER FOR CAPTIVE CHIMPANZEE DIVISION ONE - GENERAL REQUIREMENTS 1-1 INTERPRETATION OF PLANS - THE ARCHITECTS SERVICES DOES NOT INCLUDE SUPERVISION OF CONSTRUCTION. THE ARCHITECT DIVEST HIMSELF OF THE RESPONSIBILITY OF THE WORK, ERRORS OR EMISSIONS RESULTING FROM THE INTERPRETATION OF THE PLANS. IF THE CONTRACTOR BELIEVES HE HAS DISCOVERED ERRORS OR OMISSIONS IN THE PLANS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE CONTINUING WORK. 1-2 APPLICABLE STANDARDS - ALL WORK UNDER THIS CONTRACT, OR SUB -CONTRACTS SHALL CONFORM TO RECENT EDITIONS OF LOCAL, STATE AND NATIONAL CODES, ORDINANCES AND REGULATIONS PERTAINING TO THE WORK, A.C.I., A.N.$.I., A.S.T.M., O.S.H.A„ ETC. 1-4 VERIFYING CONDITIONS, BEFORE COMMENCING WORK, CONTRACTOR SHALL VERIFY MEASUREMENTS AND CONDITIONS AT BUILDING SITE. ANY DIFFERENCES BETWEEN ACTUAL MEASUREMENTS AND THOSE SHOWN ON DRAWINGS $HALL BE SUBMITTED TO THE ARCHITECT IN WRITING BEFORE PROCEEDING. 1-6 SURVEYING - OWNER TO PROVIDE ORIGINAL SURVEY. CONTRACTOR TO PROVIDE ALL SURVEYING AS REQUIRED DURING CONSTRUCTION AND SHALL VERIFY ALL SET BACKS AND ELEVATIONS. 1-16 DIMENSIONS - DIMENSIONS FOLLOWED BY +/- GENERALLY ARE TAKEN TO EXISTING WORK. THESE DIMENSIONS SHOULD BE REVIEWED AND ALL NECESSARY ADJUSTMENTS MADE PRIOR TO FABRICATION AND/OR INSTALLATION OF AFFECTED WORK. NOTIFY ARCHITECT -ENGINEER IF DISCREPANCIES ARISE THAT MAKE IT IMPOSSIBLE TO COMPLETE THE WORK AS INTENDED. 1-17 FLORIDA BUILDING CODE - THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT HAS BEEN DESIGNED TO CONFORM WITH THE REQUIREMENTS OF A 120 MPH WIND SPEED. DIVISION TWO - SITE WORK 2-4 CLEARING - REMOVE VEGETATION AND ORGANIC MATTER FROM BUILDING AND PAVEMENT AREA. REMOVE FROM SITE. DO NOT BURY. 2-5 EXCAVATION - EXCAVATE SITE TO LEVELS REQUIRED FOR CONSTRUCTION. STRIP SOIL OF ALL DELETERIOUS MATERIAL 5'-0" PAST EXTERIOR OF BUILDING LINES. 2-6 FILL AND COMPACTION - PROVIDE CLEAN WELL -GRADED SAND PLACED IN MAXIMUM 12" LIFTS COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY, ASTM D-1557 AT OPTIMUM MOISTURE CONTENT. COMPACTION IS TO BE VERIFIED BY AN INDEPENDENT TESTING LABORATORY AND REPORTED TO ARCHITECT PRIOR TO COMMENCEMENT OF FOUNDATION CONSTRUCTION. 2-7 SOIL BEARING - FOUNDATIONS ARE DESIGNED ASSUMING 2500 PSF BEARING CAPACITY. CONTRACTOR IS TO VERIFY AND TO NOTIFY ARCHITECT. IF SUCH BEARING VALUES CANNOT BE DEVELOPED IN THE SOIL UNDER THE BUILDING, THE CONTRACTOR IS TO NOTIFY THE ARCHITECT IN WRITING. 2-8 SOIL TREATMENT - TREAT COMPACTED SOIL WITH AN APPROVED TERMITE TREATMENT AT RATES SPECIFIED BY MANUFACTURER. TREATMENT SHALL NOT BE MADE WHEN GROUND IS EXCESSIVELY WET OR DIRECTLY AFTER HEAVY RAINS. 2-9 SITE GRADING AND DRAINAGE - SEE CIVIL ENGINEER SITE PLAN FOR DETAILS, DIVISION THREE - CONCRETE 3-2 CONCRETE - STRUCTURAL CONCRETE SHALL DEVELOP A MINIMUM STRENGTH OF 3000 PSI AT 28 DAYS. ALL CONCRETE SHALL BE READY MIXED AND IN ACCORDANCE WITH ASTM C-94. MAXIMUM ALLOWABLE SLUMP TO BE 5". ALL SLABS TO BE 3000 PSI AT 28 DAYS. 3-3 SCOPE - PROVIDE ALL STRUCTURAL CONCRETE, FILLED CELLS, SLABS, BEAMS, FOOTINGS, EQUIPMENT PADS, DRIVES, WALKS, ETC. AS SHOWN ON DRAWINGS OR AS NEEDED TO COMPLETE JOB. 3-4 CONCRETE FORMWORK - ADEQUATE AND SAFE DESIGN OF FORMWORK AND SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR. SLEEVE SLAB AND FOOTING AS REQUIRED FOR MECHANICAL AND ELECTRICAL. VERIFY MECHANICAL AND ELECTRICAL REQUIREMENTS FROM OWNERS FIXTURE'S SPECIFICATION. 3-5 CRACK CONTROL - PROVIDE 6X6, 10/10 GAUGE WELDED WIRE FABRIC IN ALL SLABS, WALKS, AND DRIVES ALSO PROVIDE "FIBERMESH" (1.5 LBS PER CUBIC YARD) CRACK CONTROL ADDITIVE PER MANUFACTURER'S SPECIFICATIONS IN ALL SLABS AND MONOLITHIC FOOTING. 3-7 REINFORCEMENT - REINFORCING BARS SHALL CONFORM TO ASTM SPECIFICATION A615. LATEST EDITION, INCLUDING SUPPLEMENTAL REQUIREMENTS AND SHALL BE GRADE 60. SPLICES IN CONCRETE, LAP BARS 42 BAR DIAMETERS. SPLICES IN MASONRY, LAP BARS 48 BAR DIAMETERS. AT CORNER$, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE CORNER BARS. BARS INTERSECTING AT RE-ENTRANT CORNERS SHALL CROSS, WITH EACH ENDING AT THE FAR FACE OF THE WALL WITH A STANDARD HOOK AT STANDARD COVER UNLESS NOTED OTHERWISE ON THE DRAWINGS. AROUND OPENINGS AND STEPS IN WALLS, PROVIDE (2) #5'S EXTENDING 2'-O" BEYOND EDGE OF OPENING OR STEP, HORIZONTAL BARS AT THE TOP OF THE BEAMS SHALL BE SPLICED ONLY AT MIDSPAN BETWEEN COLUMNS AND HORIZONTAL BOTTOM BARS SHALL ESE SPLICED ONLY AT COLUMN CENTERLINE. 3-8 EXPANSION BOLTS- WHERE REQUIRED SHALL BE LOCATED AT A MIN OF 5 BOLT DIAMETERS FROM THE CONCRETE EDGES AND SPACED A MIN OF 10 BOLT DIAMETERS U.N.O. DIVISION FOUR - MASONRY 4-3 FILL MASONRY CELLS - AS STATED WITH VERT. REINFORCEMENT AND AT ALL DOOR / WINDOW JAMB$ AND SILLS SOLID WITH CONCRETE. ALSO FILL ALL CELLS OF PERIMETER WALLS OF CHIMP ROOMS. 4-1 Unit Masonry - Concrete block units to conform with ASTM C-90. Provide shapes and sizes required to complete the work with a minimum of cutting and piecing. Provide reinforcement of the types shown on the Drawings. 4-2 Mortar - Provide mortar type "S" conforming with ASTM 270. 4-3 Grout - Provide grout in accordance with ASTM C476. 4-4 Execution - Except as shown on the Drawings, lay up the concrete masonry units in running bond, tooling all joints except where scheduled to be stucco. 4-5 Horizontal reinforcement 2. Masonry contractor shall provide 9-GA "Ladder" type "Dur-O-wal" horizontal joint reinforcement at alternate courses (16" c/c), typ, all walls. Dur-O-wal shall be continuous, with a minimum splice of 6". Provide prefab tees and corner s@ctions as required. All lintel reinforcing bars shall extend not less than 24" beyond each side of all openings. DIVISION FIVE - METALS 5-3 COORDINATE METALS - METALS IN CONTACT WITH EACH OTHER MUST BE SELECTED TO AVOID DIELECTRIC DECOMPOSITION OR SUPPLY ADEQUATE SEPARATING MATERIAL BETWEEN THE TWO DIFFERENT METALS. METALS/FASTENERS EXPOSED TO WEATHER SHALL BE STAINLESS STEEL UNLESS NOTED OTHERWISE ON THE DRAWINGS. DIVISION SIX - WOOD AND PLASTICS 6-2 LUMBER - ALL LUMBER PERMANENTLY INCORPORATED INTO THE STRUCTURE SHALL BE AIR OR KILN- DRIED AND SHALL CONTAIN NOT MORE THAN 19% MOISTURE. ELEVATE AND COVER LUMBER ON SITE TO PROTECT FROM MOISTURE. ALL LUMBER AND PLYWOOD SHALL BE IDENTIFIED BY GRADE STAMPS. 1. MIN ALLOWABLE FLEXURAL BENDING STRESS FOR BEAMS SHALL BE 1500 PSI AT NORMAL LOAD DURATION. Z. MIN ALLOWABLE HORIZONTAL SHEAR STRESS FOR BEAMS SHALL BE 90 PSI. 3. MIN ALLOWABLE MODULUS OF ELASTICITY FOR POST OR BEAMS SHALL BE 1,500,000 PSI. ALL EXTERIOR WALL STUDS TO BE GROUP 2 LUMBER, KILN -DRIED 2X6'S MINIMUM FB=1 100 PSI, 2X4'$ MIN. FB 1800, EXCEPT WHERE NOTED. ALL STUDS TO BE STRAIGHT AND TRUE. FRAMING LUMBER TO BE #1 OR BETTER, MINIMUM FB=1200 PSI. BLOCKING, BRACING, AND NAILERS SHALL BE UTILITY GRADE AND PROVIDED AS REQUIRED. PROVIDE BLOCKING AT ALL WINDOWS AND DOORS FOR DRAPERY INSTALLATION. 6-4 WOOD IN DIRECT CONTACT WITH CONCRETE, OR MASONRY SHALL BE PRESSURE TREATED WITH THE REQUIREMENTS OF THE STANDARDS OF THE AMERICAN WOOD PRESERVERS ASSOCIATION. WOOD IN CONTACT WITH SOIL SHALL BE MARINE GRADE TREATED. 6-6 WOOD TRUSSES - PROVIDE TRUSSES ENGINEERED WITH METAL ROOFING (15#/FT DEAD LOAD EXCEPT AT SOLAR PANEL LOCATIONS SEE DRAWINGS). 1, WOOD TRUSSES SHALL BE DESIGNED AND CERTIFIED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. INSTALLATION AND TEMPORARY FIELD BRACING SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND APPLICABLE CODES AND STANDARDS. APPROVED GALVANIZED TRUSS ANCHORS SHALL BE PROVIDED AT EACH BEARING. INSTALLATION SHALL SEPARATE BOTTOM CHORD OF TRUSSES FROM CONCRETE (WHERE APPLICABLE) WITH EITHER 30# FELT OR SBCCI APPROVED GALVANIZED OR STAINLESS TRUSS SEATS. 2. PROVIDE 2 X 4 BRIDGING AT 8' - 0" C/C AT THE BOTTOM CHORD AND AS OTHERWISE CALLED FOR ON THE TRUSS SHOP DRAWINGS. ADEQUATE BRACING AND BRIDGING SHALL BE USED DURING ERECTION OF THE TRUSSES TO PREVENT COLLAPSE OR DAMAGE TO THE TRUSSES. 3. SUPPORTS FOR ROOF TOP OR CEILING HUNG MECHANICAL EQUIPMENT AND OTHER ITEMS SUPPORTED BY THE WOOD TRUSSES SHALL BE ATTACHED TO THE TRUSSES AT PANEL POINTS. THE GENERAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE ITEMS AND ASSURE THAT PROVISIONS ARE MADE IN THE DESIGN OF THE JOIST BY MANUFACTURER FOR THE CONCENTRATED LOADS IMPOSED AND DIMENSIONAL SIZE OF THE EQUIPMENT. 6-7 FIELD MEASUREMENTS - TRUSS MANUFACTURER TO TAKE MEASUREMENTS IN FIELD AS REQUIRED TO VERIFY OR SUPPLEMENT DIMENSIONS ON DRAWINGS AND ASSUME RESPONSIBILITY FOR FIT OF WOOD TRUSSES. COMPLY WITH "FASTENING SCHEDULE" OF THE $.B.C.C.I. 2001 EDITION AND OTHER FASTENING REQUIREMENTS CONTAINED IN THE PERTINENT REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION. 6,10 METAL FASTENERS, CLIPS, HOLDDOWNS - ALL MODEL NUMBERS ARE PER SIMPSON STRONG- TIE COMPANY, INC. IF AN ALTERNATIVE MANUFACTURE IS USED - SUBMIT ALLOWABLE LOADS, CAPACITIES TO THE ARCHITECT FOR APPROVAL. 6-11 SHEATHING 1. WALL SHEATHING - SHALL BE 4' X 8' X 5/8" (MIN.) COX PLYWOOD AND SHALL BE NAILED WITH HOT DIPPED GALVANIZED BOX OR COMMON NAILS AS FOLLOWS; EDGE NAILING - 1 OD AT 4"O.C. TOP AND BOTTOM PLATE NAILING - 1 OD AT 4"O.C. INTERMEDIATE NAILING - 1 OD AT 8"O.C. Z. ROOF SHEATHING - SHALL BE 4' X 8' X 5/8"(MIN.) CDX PLYWOOD. INSTALL THE PANEL'S LONG DIMENSION PERPENDICULAR TO THE FRAMING, SHEATHING FASTENERS SHALL BE 10D HOT DIPPED GALVANIZED BOX OR COMMON NAILS AT 4"O.C. AT EDGES AND 4"O.C. AT INTERMEDIATE FRAMING EXCEPT AS FOLLOWS: USE 8D RING -SHANK NAILS AND ADHESIVE FOR ALL FASTENING WITHIN S' OF A GABLE END. USE 4" FASTENER SPACING AT GABLE ENDWALL OR GABLE TRUSS. DIVISION SEVEN - THERMAL AND MOISTURE PROTECTION 7-1 WATERPROOFING - COORDINATE WATERPROOFING WITH OTHER TRADES AND MAKE PROVISIONS FOR THEIR WORK TO AVOID CUTTING AND PATCHING. 7,2 FLASHING AND SHEET METAL - PROVIDE FLASHING AND SHEET METAL NOT SPECIFICALLY DESCRIBED IN OTHER SECTIONS OF THESE SPECIFICATIONS BUT REQUIRED TO PREVENT PENETRATION OF WATER THROUGH THE EXTERIOR SHELL OF THE BUILDING COMPLYING WITH PERTINENT RECOMMENDATIONS CONTAINED IN CURRENT EDITION OF SMAACNA'S "ARCHITECTURAL SHEET METAL MANUAL." ALL FLASHING TO BE GALVALUME COMPATIBLE WITH ROOFING MATERIAL UNLESS OTHERWISE NOTED. 7.4 SEALANTS AND CAULKING - STANDARD CAULKING COMPOUND SHALL BE A ONE PART ACRYLIC LATEX COMPOUND POLY -SEAM SEAL CAULKING OR EQUAL. COLOR SHALL BE MANUFACTURER'S STANDARD PAINTABLE GRADE. 7,10 ROOFING METAL STANDING SEAM - PROVIDE A 12" WIDE 26 GA GALVALUME ROOF PANEL AND A 50 YEAR GUARANTEE (MANUF FROM MARTIN CO. APPROVED LIST). INSTALL THE PANELS CONTINUOUS WITHOUT SEAM PERPINQICUL.AR TO SLOPE. INSTALLATION SHALL BE FOR A COMPLETE WEATHERPROOF SYSTEM WITH ALL APPLICABLE ACCESSORIES AND AS RECOMMENDED BY THE MANUFACTURER. 7-11 UNDERLAYMENT - 30 LB. FELT PLASTIC TAGGED TO 5/8" EXTERIOR PLYWOOD. DIVISION EIGHT - DOORS AND WINDOWS 8-1 DOORS AND FRAMES - PROVIDE ALL DOORS AND FRAMES PER THE SCHEDULE. HOLLOW AND INSULATED DOORS SHALL BE TOTAL ENCLOSED WITHOUT RODENT GAP INTO PANEL. ALL DOORS AND FRAMES SHALL BE EXTERIOR CONDITION METAL (GALV. OR SIMILAR) AND PRIMED. 8-2 WINDOWS - PROVIDE ALL WINDOWS WHITE 'PGT' MANUF. OR SIMILAR TRUE AND PLUMB AS INDICATED ON SCHEDULE. WINDOW AND ACCESSORIES TO CONFORM TO 120 MPH WIND REQUIREMENTS. ALL GLAZING SHALL BE GREY TINTED. 8.3 WINDOW AND DOOR FRAMES SHALL BE ANCHORED DIRECTLY INTO A SOLID CONCRETE OR GROUT JAMB WITH 1 /4" X 3 1 /4" MASONRY SCREW (IE. TAP -CON) FOR 1 1 /4" MIN. EMBEDMENT AT 12" OC AND EACH END. DIVISION NINE - FINISHES 9,1 STUCCO - 2. 2-COATS OVER CONCRETE UNIT MASONRY: BASE COAT- 1 PART PORTLAND CEMENT, 3/4 TO 1 112 PART LIME, 3-4 PARTS SAND 3- FINISH COAT: 1 PART PORTLAND CEMENT, 3/4 TO 1 1 /Z PART LIME, 3 PARTS SAND 9-2 WALLBOARD ALL WALL AND SOFFIT BOARD SHALL BE A CEMENTIOUS PANEL AND BATTEN (IE 'HARDIBOARD'). SCREW 6" OC AT EDGES AND 12" IN FIELD WITH GALV (RUST RESISTANT SCREWS). 9.4 PAINTING 1. PREPARE SUBSTRATE AND APPLY PAINT COATINGS IN STRICT ACCORDANCE WITH RECOMMENDATIONS OF THE MANUFACTURER OF THE APPROVED PAINT SYSTEM. Z. ALL SURFACES SHALL BE COVERED WITH THE MINIMUM NUMBER OF COATS AS LISTED. ADDITIONAL COVERAGE SHALL BE PROVIDED AS REQUIRED TO COVER ALL HOLIDAYS. 9,5 FLOORING SHALL BE EXPOSED CONCRETE WITH SMOOTH TROWEL FINISH, APPLY 2 COATS OF CLEAR PENETRATING SEALER. DIVISION TEN - SPECIALTIES PROVIDE SPECIALTIES AND INSTALL SPECIALTIES AS NOTED. PROVIDE ALL BLOCKING, RECESSES, ETC. AS REQUIRED FOR INSTALLATION OF SPECIALTIES. 10-8 CABINETS SHALL BE PLYWOOD AND PLASTIC LAMINATE FINISH LOCATED PER THE DRAWINGS AND THE CONTRACTOR FOR COORDINATION OF SHOP DRAWINGS AND INSTALLATION. DIVISION ELEVEN - EQUIPMENT 11-3 ATTIC ACCESS: PROVIDE PULL DOWN STAIR AND ATTIC HATCH AS INDICATED ON PLANS DIVISION TWELVE - FURNISHINGS NOT APPLICABLE DIVISION THIRTEEN - SPECIAL CONSTRUCTION 13-1 SOLAR WATER HEATER PANELS- PROVIDE 10 • 4'X 8' PANELS TO BE MOUNTED ON THE ROOF. THE PANELS ARE PT,50-CN PER 'PROGRESSIVTUBE'. THE MOUNTS ARE ADJUSTABLE AND FIXED TYPE AND INSTALLED PER THE MANUFACTURE'S SPECIFICATIONS. MOUNTING CLIPS SHALL BE SURFACE ANCHORED THROUGH THE ROOFING MATERIAL IN A PERMANENT ELASTIC POLYURETHANE SEALANT BED. DIVISION FIFTEEN - MECHANICAL 15-1 HEATING SYSTEM 1. PROVIDE SYSTEMS AS SHOWN ON DRAWINGS, THERMOSTAT AND CONTROLS AS REQUIRED TO RUN SYSTEM. HVAC CONTRACTOR SHALL BECOME FAMILIAR WITH SITE, DOCUMENTS PERTAINING TO SCOPE OF WORK, AND GENERAL CONSTRUCTION. READ AND BECOME FAMILIAR WITH SPECIFICATIONS AND SHALL PERFORM HIS WORK IN FULL ACCORDANCE WITH ALL APPLICABLE PARAGRAPHS. LAYOUT, BALANCING AND TESTING NECESSARY FOR COMPLETE INSTALLATION OF HEATING SYSTEMS AS REQUIRED BY CLIMATE, NATURE OF CONSTRUCTION, AND SITE TO THE SATISFACTION OF THE OWNER. THE RETURN AIR IS A DIRECT GRILL TO UNIT, 2, PROVIDE CONDENSATE DRAIN, 26 GAUGE GALVANIZED AUXILIARY PAN AND DRAIN TO EXTERIOR. 3, DUCTWORK SHALL BE R-6 DUCTBOARD WITH SINGLE EXTENTIONS OF FLEXIBLE DUCT (NO FLEX TO FLEX CONNECTION), 4. SUPPLY GRILLS SHALL BE WHITE PAINTED ALUMINUM WITH DIRECTIONAL BLADE DAMPERS. 15-2 PLUMBING 1. PROVIDE PLUMBING SYSTEM, COMPLETE IN PLACE, TESTED AND APPROVED, WHERE SHOWN ON THE DRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER JOB. 2. ALL PLUMBING WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD PLUMBING CODE, LOCAL ORDINANCES AND IN COMPLIANCE WITH THE ENERGY CONSERVATION CODE. 3. HOSE BIBS SHALL BE BRASS OR BRONZE, FASTENED SECURELY 18" ABOVE GRADE WHERE SHOWN ON DRAWINGS. ALL HOSE BIBS SHALL HAVE A NON -REMOVABLE ANTI -SYPHON DEVICE INSTALLED. 4. FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH AIR CHAMBERS WHEN REQUIRED. 5, PROVIDE SHUT OFF VALVES TO ALL MAINS ENTERING THE BUILDING AND EACH PIECE OF EQUIPMENT. 6. INSTALL DIELECTRIC UNION AT INLET AND OUTLET OF WATER HEATER. 7. BUILDING SEWERS, VENTS, AND ALL UNDERGROUND DRAINAGE LINES SHALL BE SCHEDULE 40 PVC. 8. WATER PIPING TO BE SOFT TYPE L. COPPER, UNDER SLAB, HARD ABOVE SLAB. 10. INSULATION - PROVIDE PIPE INSULATION ON REFRIGERANT LINES AND DOMESTIC WATER LINES AS PER INDUSTRY STANDARDS. INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED AS REQUIRED. 11. GATHER VENTS IN ATTIC AS ALLOWED AND VENT TOWARD REAR OF HOUSE. 12. PROVIDE 3 • 120 GAL. WATER HEATERS IN AN APPROVED PAN. INSTALL DIELECTRIC UNION AT THE INLET AND OUTLET OF THE WATER HEATER. 13. ALL PLUMBING FIXTURES AND FAUCETS SHALL BE PROVIDED BY THE OWNER. DIVISION SIXTEEN - ELECTRICAL 16-1 SCOPE: FURNISH ALL EQUIPMENT AND MATERIALS AND PERFORM ALL LABOR AND SERVICES NECESSARY TO INSTALLATION FOR A COMPLETE SYSTEM FOR LIGHTING AND POWER. EACH SYSTEM SHALL BE COMPLETE IN ALL RESPECTS AND SHALL BE TURNED OVER TO OWNER IN A FIRST-CLASS OPERATING CONDITION AND FULLY TESTED AND COMPLETE WITH ALL DEVICES WHICH ARE NORMAL FOR INTENDED SYSTEMS AND THOSE REQUIRED FOR THEIR SAFE OPERATION. 16-2 MATERIALS AND MANNER OF INSTALLATION OF ELECTRICAL SYSTEM SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL GOVERNING AUTHORITIES HAVING JURISDICTION, AND THE STANDARDS SET FORTH BY NFPA, U.L., OR OTHER RECOGNIZED TESTING LABORATORIES. TOR S, THE INSTALLATION SHALL CONFORM TO THE LATEST EDITION OF THE NEC. 16-3 EQUIPMENT MOUNTED ON THE EXTERIOR OF THE BUILDING SHALL BE DESIGNED, LABELED, AND INSTALLED FOR EXTERIOR, WEATHERPROOF SERVICE CONDITIONS. 16-4 SERVICE: CONTRACTOR SHALL CARRY OUT ALI REQUIRED ARRANGEMENTS WITH FPL FOR INSTALLATION OF THE SERVICE, PERMITS, AND INSPECTION. 16-7 PANEL SCHEDULE: PANEL SHALL BE CLEARLY MARKED AS TO ALL CIRCUITS. 16-8 ALL WIRING SHALL BE IN CONDUIT WITH THW COPPER. 2" VTR 16-12 PROVIDE GROUND FAULT PROTECTION ON ALL, CIRCUITS SHOWN ON THE PANEL SCHEDULE, USING GROUND FAULT u INTERRUPTING BREAKERS, OR DEVICES. I 16-13 LIGHT FIXTURES - ALL FIXTURES WILL BE PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. I I / /J / / / 2" I HA PAI 2" VENT 2" VA TU B 6" PIA FL DRAIN OPEN TRENCH RISER PLL FIX" R1$I 2" WASHER 8" OPEN CONC TRENCH SS GROUT SLOPED REDUCTION TO 6„ PIPE 1 2" VENT I SEPTIC TANKS TO CHIMP SEPTIC 2" WASH TUB < Chi a" OPEN CONC TRENCH 55 WASHER GROUT SLOPED REDUCTION TO PIPE 64 6" DRAIN 03 C.O. TO HUMAN SEPTIC SYSTEM GATE VALVE W1 MANUAL CONTROLS U N ■ ■ E 0 `- U 0 �^^ �r '- U Cn 00 CL 0 L. 0 0 Q U `ff 2 to 4.; r2 L.L JOB # - .03-0501 DATE 03/12/04 SHEET LIC. CGO013084 b 1 HEATERIOKW 60.2 6 2 HEATER5KW 30-2 10 3 4 5 HEATER1OKW 60.2 6 6 HEATER5KW 30.2 10 7 8 9 REFRIGERATOR 20.1 12 10 RECEPTACLE -GFI 20.1 12 11 MICROWAVE 20.1 12 12 RECEPTACLE -GFI 20.1 12 13 LIGHTING 20.1 12 14 RECEPTACLE 20.1 12 15 LIGHTING 20.1 12 16 DRAIN FIELD PUMP 20.1 12 17 LIGHTING 20.1 12 18 EXTERIOR POLE LIGHT 20.1 12 19 50LARHEATERPUMP 20.1 12 20 WA5HER1 20-1 12 21 22 WA5HER2 20.1 12 23 24 25 26 27 28 129 30 128G 5Q. FT. @ 3 W PER SQ FT X 1.25 4800 (2) HEATER WITH 10000W HEAT5TRIP 20000 (2) HEATER WITH 5000W HEATSTRIP 10000 12 RECEPTACLE CIRCUITS AT 18OW 2160 (2) PUMPS 190OW EA X 1,25 4750 4 CIRCUIT5 APPLIANCE 6000 EXTERIOR LIGHTING 1200 TOTAL FIR5T 10000 W @ 1 00% REMAINDER @ 50/o 10000 19455 I29455 W @ 240 V I 123 AMPS f THEREFORE USE 200 AMP SERVICE ELECTRICAL LEGEND DUPLEX RECPT. 12" A.F.F. 72„ DUPLEX RECPT. OTHER HGT. AFF (ALL 72" IN COMMON AREA) DEDICATED RECPT. QUADRAPLEX RECPT. 240 VOLT RECPT. G.F.I. GROUND FAULT INTERUPTED RECPT. f�_ W.P. WATER PROOF -G.F.I. GROUND FAULT INTERUPTED RECPT. GT SINGLE POLE SWITCH j`--Gq THREE WAY SWITCH --G CEILING FAN REOSTAT JUNCTION BOX EXT. FOR SURFACE MOUNTED LIGHT FIXTURE 84" WALL MOUNTED LIGHT FIXTURE W/ MT'G HGT. 1 X 4 X 3 LAMP RECESSED CLG FLUOR. (DAY BRIGHT DWL FLUOR 32 W) SINGLE FLUOR. STRIP - LENGTH AS ~� 4' INDICATED 4' 2 LAMP FLUOR. STRIP - LENGTH AS INDICATED EXHAUST FAN - (DAYTON SC529.4 - 34A SHUTTER MTD) Lo DISCONNECT (� METER ELECTRIC PANEL W/ CIRCUIT BREAKERS (SURFACE MT'D) CEILING FAN (CRAFTMADE 52" B-5-525 OUTDOOR PATIO DWA) n(�^ WALL MTD EMERG. EXIT LIGHT WALL MTD SECURITY LIGHTS L--- ON BATTERY PACK MAIN DI5C 200A-2P-NEMA-3R 120/24OV-1PHASE / 3W /5N 150 AMP DISC 150 A METER AND MAIN COMOINATIC FPLTO SUPPLY SERVICE TO M ETER NOTES: ELEC. CONTR. TO VERIFY LOAD OF ACTUAL EQUIP. INSTALLED ALL WIRE SHALL 5E THW COPPER 3/0, 3/0, 3/0, TH W CU IN 2" DIA C #4 CU IN 3/4" C DIRECT BURIAL CLAMP TO FOUNDATION 5T'L REINF. W/ PVC GLUE COVER & 5/8" DIA. X 8' GROUND ROD ELECTRICAL RISER NO SCALE 200 AMP MLO PANEL PULL CHAIN AND KCPT IN ATTIC GFI WALL MTD 2 OSCILLATING 71i FAN @ 7-8" +/ 4 A.F.F. IN 771G T D — O.H. / CHUTE' ------ -- 77 —�— / F, 14 L/i r 12 (\ ' r� . 72" WP/ GFI A G a \ F 1 L/i 14 ' IL O.H CHUTE WALL MTD OSCILLATING FAN 0 7-8" +/- A.F.F. \� TYP) � D (EROR y14 sXTD00R4( --,----- 17 EXIT LIGHT t'j 3A KD D�wG F` --fit REVERSE y 05M0515— 19 EXH. FAN ABOVE IN 12 WALL OPN'G TO OTHER WALL ELECTRIC METER EXH FAN \ 2" PVC �J UNDERGROUND TO FPL TRANSFORMER -- Electrical Plan 1 /411 = 1 '-011 WALL MTD OSCILLATING FAN @ 7-8" +/ A.F.F. WALL MTD OSCILLATING FAN P 7-81. +/ A.F.F. I; I' D WALL MTD FIRE 7110 - EXTINGUISHER BELOW SWITCHES i/ EXH FAN I / 19 -�,) ' VWTD 78" GFI 11 9 F. 19 WATER PUMPS & CONTROLS HTR. UNIT IN GFI 5 j iI I ----- y 14 � �� T rm- - \ \ Tl' \ \� 14 �41 D 17 \ EXIT D WT GF1y}(� GFI 1 �I ---- —�12 GFI EXH. FAN DRAW FIELD ABOVE IN PUMP WALL OPN'G TO OTHER WALL EXH FAN "NOTE: SOLAR HEATED WATER 5TORAGETANK5 CHAIN RCPTIN HEAT DEFUSIER WALL MTD OSCILLATING FAN @ 7-8" A.F.F. WALL MTD OSCILLATING FAN 0 7-8" A.F.F. n TO OTHER EXT DOOR LIGHTS CONSTRUCTION IV CORPORATION LIC. CGCO13084 V Cz Q. 0 � V CL C— Cu '— V TO O Q W 0 C� V z C) It v A CO A 4 _,9 F U a� U J 4-•; V) JOB # 03-0501 DATE 10/0&03 SHEET A7 Parcel 1 - Area Calculations Total Site Area. 152.62 Aa Impervious Area: concrete PaverrlerdtSidewalks Access Road Wd rock): Buildings and Btdk N Pads: Lake (water a da*. Pervious Area: Open Spac* 36.89 Ac. (24%) OA Aa 3b Aa (52,122 SF) 1.19 Aa 315 Aa 115.73 Ac. (76%) M73 Aa Parcel 2 - Future Ancillary Site Area Calculations Total Site Area: 38.04 AC. Impervious Area: Acoess RoadtPaddng Builkings : Lake (water surfacer Pervious Area Open Spam General Notes 5.07 Ac. (13x) 1.71 Aa (136 At 3A Aa 32.97 AC. (87%) 32.97 Am 1. All building, parking and access areas shall document compliance with the requirements of the American Disabilities Act prior to the issuance of a building permit. 2. Fire protection to be provided in accordance with minimum governing requirements. J. Security lights to be provided on individual buildings. 4. Landscaping on North berm to be field adjusted to allow views from future education facility to Parcel 1. 5. Temporary irrigation provided for establishment of xeriscape landscaping. Orange Avenue, S.R. 68 TWP: 35S 10 5•K' Range: 38E Location Map Legal Description Midway Rd. S.R. 712 Subject Site Section: 25 The Northwest 1/4 of Section 25, Township 35 South, Range 38 East in St. Lucie County, Florida. Less and except that part thereof owned in fee simple by any party for roads, canals, ditches, drainage and water management purposes. Together with: That plat filed May, 2002 known as Header Ranches Subdivision, as recorded in Plat Book 40, Page 38 of the Public Records of St. Lucie County, Florida. r� rn N M_ w io to N O 0 0 z 6:1 min. Access to Top of Berm Proposed Levee Detail A (See Sheet 2) Future Land Use: AG-5 (Agricultural -I du/5 ac.) Existing Zoning: AG-5 Existing Use: Citrus Grove Detail i3 - (See Sheet 2) See Sheet 2 --- T B c� N in v v; co N N N 0 05 I4"E 1 Parcel 2 38.04 Acres (Future Development and Temporary Spoil Stockpile Area) Future Land Use: AG-5 (Agricultural-1 du/5 ac.) 600 S.F. /Research Cottages BUS --, PARKING J \6,000 S.F. MUSEUM 6,000 S.F. PUBLIC EDUCATION FACILITY 4 Lake 3.0 AC. Future Land Use: AG-5 (AOcultural-1 du/5 ac.) Existing Zoning: AG-5 Existing Use: Citrus Grove �Goldsmith Proposed Levee Road h l / Existing 50' R.O.W. 000.. See Sheet, •� --0 S.F.---- -- i EXISTING - - - ecrarM_. - -� Fenced Area Parking -�STORYRESIDOM, // A: (�� 1,000 Ma1nt. S.F. Building fao' EXISTING Admfnistratfon; ----- /� / i /„� �. / i , / platformemafrr sum `,i? P ICI Oironal Future Development Area/ I Building I Pump � 1 � - ` ` .---, ,/ /`\�� "\\.i /� / /// ;� I %� Temporory Spoil Stockpile Area 30' Proposed Kitchen ; =I 1,200 S.F. , ' / i / _ v ` ' ♦`� a Phase Line I -\ c Proposed Clinic 1,500 S F. PAD 1 I:I �; I t;, ' e : I gl I) 1 / E�Ist. Chimpanzee I II JI ll- ���. i d =� F, Introduction Unit ---J ,,.:= i ; ;' barbed-wire- security fence i� ���., ,;;_�:; \ Pod 2 1 I VI Pod .I I 9 Eft. Chimp Housing ♦� - J I L'i 4",,- Set F.F.E. ® I 23.5 NGVD '�/ - -- \ g��' Existin Pad i - _� 1 I 1 •.; •., I ChImplsland Lake 12,400 S.F. Residence r� / .----_ ' .--- -� - �� I Lake 20. i(Caretaker) �'� II 1 t ''-==' -' `a, `�i� I I P� \:f•_--'- iii ...II I \♦ Pod I I iii ir, - __ :•- , I 1-1 u, 4, -'I / Pod 4 I I , I r;�j ) I�;: � , I I � ` -_ I �r - \ -`- ':; =:i'•� I O M DRAINFIELD AREA Y\ __; I 11 I 5i/%�„ I:I I t t ; �;;tJ t s'; ;2. s co (Typical) (.� \ i I I i t I i 1 \. Pod ��\ I04 10 .. 3t Chimp Housing't2s ;a 114i r�� ( Y a�\� \ \ ,.. � " ,__ ' I n I (Typical) Y' � ---' Lake \�--- '� �L� ��?j \ )" I:I I 00 1 19.97 Ac. \ 12' high security O E.O.W. / t 9 ty I wall with 5' cantilever Pa 1 1 I\ J� c :. J C , ♦ I f4' t'"'1i ` i /�♦ b •=;:. v / -._ _ it's!„�i,\ ` _ -:: ) / ��____= O 1 0 1 O ch I-- extended into take. ''r \ rc e i J :1.:1 aa.��y Lake Area v ♦ �/ '\ \ / / \., i:i.i. `Outdoor 11.53 Ac. O E.O.W. 1 (2.2 acres)(tYp•) /J. \ rV,;a - 1:1 1 ;% Pod 5,. -_; i 100 [TV i I I ,-;. I ':: Pod 6 \ Ifl �� Yri °;�.i,i,i ♦ \ / :_ .1 18 Gate WI Ic(, 1 too' '. %' „ a" z _ ,=[4�/ /!i/ Pod 11I"" j;l`I I rw -v .mom-... ... S.F. o (..2,400 A_�O, Caretaker'Residence=1 I F.F.E.=24.5 L �� W ��� _ .,. i _ 50' I .,,. _ __� _ = �- �'I , _..:: Iho• I `----- - ----� I, I '1 ' ---Luke--- GV\ `\� Pod 7 r' - Chimp Housing r i ♦ / /•♦ %%%�=:. I ��%?? \ / / \�'._= I I '^'_:;` /♦ ♦ I - ' � ♦ ♦ j i / /;'�' a \ �, `♦\.,\ Pod 12 (Typical) Lake CONTROL i< 1,000 S.F. EL=17.4 ---� tint. Building - --- '� F.F.E.=24.5' 5,000 S.F. - - - _ Fenced Area c7n i �� J `----- ----- - ---------- - - - - - --- -- Caretaker's 2,400 S.F. V-Fire department platform , 6:1 min. Access Residence F.F.E.=24.5 for sump pump 30 Perimeter Rood to Top of Berm Detail C Future Land Use: AG-5(Agdcultural-ldu/5ac.) (See Sheet 2) Existing Zoning. AG-5 Existing Use: Citrus Grove \ 6:1 min. Access to Top of Berm 30' Perimeter Road 6' high barbed-wire security fence 6' high barbed-wire security fence L0 0 Future Land Use: Agricultural ^ Existing Zoning: AG-5 O 3 Existing Use: Citrus Grove o � U O O O ►T Z Lucido & Associates Land Planning / Landscape Architecture 701 E Ocean Blvd., Stuart, Florida 34994 (772) 220-2100, Fax (772) 223-0220 100 Avenue A Suite 2A, Fort Pierce, Florida 34950 (772) 467-1301, Fax (772) 467-1303 827 North Thornton Avenue, Orlando, Florida 32803 (407) 898-9521, Fax (407) 898-9768 iwwry�ywtivwY .,. , Site Data Project Name: Center for Captive Chimpanzee Care Location: 3000 Header Canal Road Ft Pierce, Florida 34M Owner. Institute for Captive Chimpanzee Care and Well -Being, Inc. P.O. Box 12220 Fort Pierce, FL 34979 (772) 429-0403 FAX (772) 460-0720 Planner/Landscape Architect Lucido & Associates 701 E. Ocean Blvd Stuart, FL 349M (772) 220-2100 FAX (772) 223-0220 Engineer. Rudd Jones, P.E & Associates, PA 512 SW St Lucie Cresent Stuart, FL 34994 (772) 221-8600 Surveyor. Christian Fenex, Professional Surveyor and Mapper 1657 South Dixie Highway Stuart, FL 34994 (772)283-2977 FAX (772)283-2979 Total Site Area (Parcel 1 & 2): Existing Land Use: Zoning: 190.66 Ac. AG-5 (Agricultural-1 du/5 act AG-5 Current User Agricultural Setbacks. Front 50' Rear 39 Side 20' Side Corner 80' Note All Setbacks based off of Property Lines Maximum Height (allowed by AG-5): 80' Maximum Building Coverage: 10% SCALE Center for Captive Chimpanzee Care Site Plan 0519 St. Lucie County Florida Sea Is P= 200' Revlsfons a5.03 Drawn by S.L.S. Imz9ID3. Checked ay M.C. NORTH Computer File ch1mp-ep3.dwg Sheet Computer Station S.L.S. of 2 Protect Number 9145.99 Date 123.03 Detail A Scale: 1"=40' security wall cantilever into lake 11� I f � I Y' ' r ' I ' Detail B Scale:1°=40' / Gate 19000 S.F. Maint. Building F.F.E.=24.5 5t000 S.F. Fenced Area DRAINFIELD AREA (Typical) --------- Detail C Scale:1A=40' r \\� EXISTING DITCH 100' (47)100' sections required PERIMETER SECTION B WEST BOUNDARY NOT TO SCALE ..,APfinn (Alnrfk „nrl Woof Qmrml Property Line I I + ((++ I Proposed Levee - I _ Top of Berm I I I I Proposed Levee I I I I 30' Perimeter Road —---1--------- � 100' PLANT LIST: TREES AND PALMS Keyl ft Common Name Botanicdl Name Soecfflcatjons PE 235 1 SLASH PINE SHRUBS AND GROUND I Pinus elliottai 8' ht. x 3' sprd., 1.5" cal. min. COVER MYC 1 235 1 MYRICA CERIFERA Way m le 24"ht. x 24" sprd., full 3 gal., As Shown SOD BAHIAI EaMcaum Notatum I weed —free Lucido & Associates Land Planning / Landscape Architecture 701 E Ocean Blvd., Stuart, Florida 34994 (772) 220-2100, Fax (772) 223-0220 100 Avenue A Suite 2A, Fort Pierce, Florida 34950 (772) 467-1301, Fax (772) 467-1303 827 North Thornton Avenue, Orlando, Florida 32803 (407) 898-9521, Fax (407) 898-9768 save " s w> tiw�wrrorw.n..�.raw,wrwrf , Parcel 2 - Future Total Site Area: Impervious Area: Access Road/Parking Sw'k V : Lake (water auracek Pervious Area: open Space: General Notes Site Area Calculations 38.04 Aa 5.07 Ac. (i3z) t71 Aa oas Aa 3A Aa 3297 Ac. (87%) 3297 Aa 1. All building, parking and access areas shall document compliance with the requirements of the American Disabilities Act prior to the issuance n a building permit. 2. Fire protection to be provided in accordance with minimum governing requirements. J. Security lights to be provided on individual buildings. 4. Landscaping on North berm to be field adjusted to allow views from future education facility to Parcel 1. 5. Temporary irrigation provided for establishment of xeriscope landscaping SCALE Scale 1"= 4a Shown Revisions 85.o3 Drawn by S.L.S. 1029ra3 Checked By M.C. NORTH Computer File chimp-ep3.dwg Sheet Computer Station S.L.S. ®� Project Number 9145.99 Date 123.03 2 FOR CHIMPANZEE CARE a o � e PHASE 3omoPOD EXPANSION �ke�=UL ST, LUCIE COUNTY, FLORIDA Orange Avenue, S.R. 68 � Q O o a Vi — - vi � a Cr o = � c � ~ h Q) Goldsmith Rd U Q) INDEX OF SHEETS Midway Rd, S.R. 712 -- � 10 R� ----- 011 COVER Subject Site 02 EXISTING CONDITIONS TWP: 35S Range: 38E Section: 25 I 03 OVERALL SITE LAYOUT Location Mop & GRADING PLAN AT, LUCIE COUNTY HEALTH DEPT. Propery Description, ENVIRONMENTAL HEALTH SECTION Lot No. 211-0001-000/2 QL� TYPICAL POD PLAN &TYPICAL SECTIONS 1311 TAN APPROVED FOR CONSTRUCTION SUPERgPDC 3 ALL PREVIOUS SITE PL NS FOR DUDE' DATE REVREVIEWERObi PHASE 3 WELL AND SEPTIC DETAIL PLAN 06 PHASE 3 WELL AND SEPTIC DETAIL PLAN f . , �, ssocl�r� , f ., 07 DETAILS &SPECIFICATIONS Gansul�fny�rf�ineers �j I T35 Goloraa'o eve.. Szirte 1- Srz�art �I..s994 �G _ f lto, /TT J ZZI -864D Z SiOPIPA i.l 'llf /T-_ U II nRIz-' i 111. — Us_1J BENCH MARK #1, X-CUT IN HEAD NW CORNER OF THE WALL, ELEVATION 23,496' WITNESS CORNER NW 1/4 25-35-38 N 5045.6894 E 4886.9816 NW PROPERTY CORNER FALLS BETWEEN DITCHES BENCH MARK #2, 3/8 IRON ROD, Existing ELEVATION 22,00' Road CroWITNESg CRNER N 5000,3OBENCH MARK #3, 3/8 IRON ROD, ssing E 5006,2253 ELEVATION 19.95' EXISTING 36" METAL CULVERT WITNESS CORNER EAST INVERT 15.2' N 4932.3930 WEST INVERT 15.9' O E 7473.1471 1 4 CORNER OF THE D.O.T. STATION vi NORTH LINE SECTION 25-35-38 Goldsmith Road 0 / 20' WIDE DIRT ROAD N — / — — — — — — — N NW 1/4 25-35-38 147+30.32 -ROAD RIGHT-OF-WAY FOR GOLDSMITH ROAD (501R/W) -- ---- - - ------ - - - - - - - - - - - - - - - - - FOUND NAIL NSLRWCD - v - - - - - _ - EXI N - - - - N 4981.7654 PUMP — — — — — — _ _ _ _ �— — — — EXISTING DITCH — — E 4833.1669 STATION EXISTING INVERT METAL CULVERT NORTH INVERT METAL EXISTING 36* METAL CULVERT SOUTH INVERT 16. n' EAST INVERT 16. 1' WEST INVERT 15.6' EXISTING DITCHES EXISTING CULVERT TO R %TED OR TO BE REMOVED FILLEfID �f AN UPON COMPLETION OF NEW CONTROL STRUCTURE BERM I -STORY z RESIDENCE Existing EXISTING CONTROL STRUCTURE K U EXISTING D oinlle/d m� TO BE REMOVED w o Administration a UPON COMPLETION OF U Buildin-23.5 g j j z F.F.E. NEW CONTROL STRUCTURE �y1 w % \ EL00 / Existing Sh d k-i WELL WITH j ,_-- � CONCRETE N� Z z Exist. Chimpanzee o 0 J Introduction Unit — F.xia#ng PqQ LExisting N U �N Dmin/b/d\�V. �1 i✓ z a z \ i z \ / 1 w / w I U $ Exist. Group Housing STING \of Sot F.F.E. �\ i a 23.5 NGVO PHASE I — o l l 20.6' <° 00 Z I I 0 p N � NmLL Ac9L9s N o o o V N E,T � �o Q g � o z N U U EXISTING DITCHES TO BE EXCAVATED OR _Lj FILLED PER PLAN 0 � vI w z L I LL I U 5 � z LLJ :D p T � o -L w w ? a I z LLJ o a 2s.o' OIL zolL' �� �y EXISTING CULVERT 0 o 7,0 77.0 SO TO BE REMOVED N'-'-I z 65. a w � d Q Z � W aU O J z O N .z EXISTING DITCHES w N TO BE EXCAVATED OR z w FILLED PER PLAN Im EXISTING CULVERT TO BE REMOVED 120+68.50TI0N 4 EBPERf✓ �o� ING DITCH J SW PROPERTY SOUTH LINE CORNER FALLS NORTHWEST QUARTER 25-35-38 LINE FIR OCEEDS THROUGH CENTER OF DITCH 18 E 2522.30 N 2319.9459 BETWEEN DITCHES R\ E 4831.4635 N 2318.7664 '. E 4974.0628 M SW CORNER OF THE NW PROPERTY 1/4 25-35-38 CORNER FALLS IN DITCH N 749.5082 2527 E 7496.2527 n 0 N p N � a 0 m OD ❑ N Of O II 03�0� d W � 0 0 N Lr_,wim w O Z W H � 0 H_ Q Z Z w U J 0 JWC��ic.»wl- n Q w O 0 0 UQ WCY=�QJ U7000Ud UCL z _O UT W iY M w 1n a LH a, a � o FM co co Cai T N CID Z CO Q •- 7) Uj .LL. Z IUj w cr _LL Q 0 O J W '�l,j � •rt•I } H Z W � O U J 1— N SCALE: 1 "=200' 0 200 400 80C PROJECT # . 02, 07 SHEET OF SEED AND MULCH ALL DISTURBED AREAS 20' 3' 10: 1 SLOPE - EL. 23.0 NATURAL GROUND EL20.0 - 21.0t - - - - EL. 17.4 � BOTTOM ELEV, 14.0 \ 20' 10: 1 SLOPE 3' I di J 1 3 MAX VARIES PER NSLRWCD REGULATION OF HEADER CANAL STAGES NORMAL DRY SEASON (HIGH WATER) CONTROL EL-17.40 T$ OUTFALL DITCH DETAIL NOT TO SCALE Z Q } D] 0_ Wa O O Q Z Z O O < m MINIMUM ELEV. 21,0 EXISTING 18.0-20.0 y 1 I 1 a SLOPE TO MEET E GROUND ELEV. 18 TYPICAL SECTION PERIMETER BERM (FOR ALL AREAS NOT ADDRESSED BY SECTIONS BELOW) NOT TO SCALE 30' PERIMETER ROAD EXISTING DRAINAGE DITCF VARIES 20'-40' MIN, PERIMETER ELEV. 22,00 EL.=21.40 PERIMETER ROAD COMPACTED TO \ \ 95% OF MAX. DENSITY PER AASHTO T-99 EXISTING DITCH \ TO BE CLEANED TYPICAL PERIMETER SECTION SOUTH AND EAST BOUNDARIES NOT 10 S._--- I _ _ /A, / VARIES PER NSLRWCD REGULATION OF HEADER CANAL STAGES NORMAL DRY SEASON (HIGH WATER) CONTROL EL.=17.40 BENCH MARK #1, X-CUT IN HEAD WALL, ELEVATION 23,496' WITNESS CORNER N 5045,6894 E 4886.9816 Existing Road Crossing D.O.T. STATION 147+30.32 FOUND NAIL N 4981,7654 E 4833.1669 EXISTING 36" METAL CULVERT EAST INVERT 16.1' WEST INVERT 15S' 6:1 min. Access to Top of Berm Proposed II Levee � See Section this Sheet (Typ. West/North) 17 rn' I N 0 Z Z O U L ` to vW �= �3 of O �7 c Z ot Lo 3 �19 N p Ln o O ck�I ED 0 Q z _ Q al U w of 0 � Q I LL_ nL W � w z w 25.0' z W U 7,0' 775 � 65 p Q II O Ctf R In N IU I wz J NW CORNER OF THE NW 1/4 25-35-38 NW PROPERTY CORNER FALLS BETWEEN DITCHES I BENCH MARK #2, 3/8 IRON ROD, ELEVATION 22,00' Proposed Levee WITNESS CORNER p N 5000,3891 See Section this Sheet E 5006.2253 EXISTING 36' METAL 0 LVERT (Typ. West/North) EAST INVERT 15.2' 1 wesr INVERT 15,R' o NORTH LINE SECTION 25-35-38 Go l d S 1 1 1'th Rood 20' WIDE DIRT ROAD N _ -�_ _ _ - - _ - _ ROAD RIGHT-OF-WAY FOR GOLDSMITH ROAD (50'R/W) EXISTING s fao' L IAdminisf Building EI ist. Chimpanzee Introduction Unit fit. Group Housing Set F.F.E. 23.5 NGVD INV.=18.20- 2,400 S.F. Resi Residence F137 INV.=18.10 9.700 S.F. Group Housing A (Typical) m n 42 p6 A Outdoor Area (2.2 acres)(typ.) 170 LF-36" CMP INV.=14.50 PROPOSED CONTROL STRUCTURE (SEE DETAIL) PROPOSED 140 LF _ OUTFALL DITCH 36" CMP INV.=18.10 2,400 S. F. Resident F.F.E.=24. s' 76`'0 12,000 S.F. AVAILABLE Group Housing s (Typical) - - -- - - _ 30' PERIMETER ROAD 0 INV,=18.00 19� INV ism O V FUTURE AREA ASSUMPTIONS & ELEVATIONS SHELL ROAD .30 AC. 21.0-22.0 SWALES .50 AC. 18.0-21.6 CONCRETE PAVEMENT .10 AC. 22.0-24.5 BUILDING PAD 1.10 AC. 22.0-24.5 BUILDINGS .30 AC. 24.50 BENCH MARK p3, 3/8 IRON ROD, ELEVATION 19.95' WITNESS CORNER N 4932.3930 E 7a73,1471 1/4 CORNER OF THE N / NW 1/4 25-35-38 N - - - 7 - - 7-� - 5,000 S.F. z%gip Fenced Area o F ;80 INV.=18.20 INv.=11 .00 wv.=laao 1,000 S.F. m z - Building m L EXISTING Option Future o w T Nv.=1s.00 yF o0 ROL STRUCTURE � q90 Development Areal g I TO BE REMOVED i�/� Temporary Spoil Stockpile nJn00 S,,FArea 30 TING V� i MPR ANT �� NV _18.90 --_ \ PO_D 2 _ �Exffn 11po I� �� �.� _� Ii•-''"_�`: ' = M I I Ili 18� // 13,400r- _ lI AVAILABL� PODS - - INV.=18.00 / `Lake / INV=1800 230LF ..24' CMP `-_ - -- - - - - - - - INV.=13.4 INV.r-18. 00 / 1 INV.= Lake 18.30 i 5 INV.- - V POD 3 POD 4 EXI 4 SEA 2/ii �•� ��1 \�"1 o / VI T" �,' , �� � I� POD 10'1', ;� IZ 3,-460 o Lake 19.97 Ac. i t40'i \/( CD ® E.O.W. F 13,400 5.. ` y �9 .AFT \ 14�1Pi \ �/ - C;D U AVAILABLE 24310 Lake W 1 IQ Typ 1 1.53 Ac. I U L� �� A� �/� `_ �; °7 ��� •�1 �/ �/ �80 x., 0 E.O.W. 0 i^+ 100, POD 5 I TYP I dPOD 6 AVAIL PODA61E1' 100' INV.=13.50 I00 T1 �A I \r` 4` x O (TYPICAL) ISLAND CONTROL p [L INV.=18,I I l \I INV.=78.00 STRUCTURE (TYPW . D }� J 14sp (SEE DETAIL) Z INV.=15.00 o Q $0 1 _INV.=--13.50 I a OIL (TIPICAL) ake �� z U 0 ?1?OP�S TMt,�NT S� �,p - _ - W Z OD7t��HASS ;' POD I Ir,:�II; 0 � ✓a V - 18,40o s.F: w AVAILABLE °_� 11r1 .'� i I CY U _ �-- I', i \� �,/ j !� o `\ POD 1l\: 120' I ` ti Lake-�� �e°°"`/cA Ititi� ��.. �`� \ - I., CONTROL i a.DO 5 ' [L-17 4' 6: i min. Access to Top of Berm 30' Perimeter Road See Section this Sheet (Typ. East/South) W4 1,000 S.F, my=18.50�_-- &Soo sF m Building INv ,a3o '9�a - z INv aoo �\ INv=,B.zo �O i '� LYj INV 1820 INV.=1830 AVAILABLE F. F.E. =24.5 � . � )� 5,000 S.F. `" " r_..CF ,ua i Pp� NV.1850 Fenced Area Nv.=1840 N - v- �,00 v-+ebao D.O,T. STATION ao 'W PERIMETER ROAD J 120+68.50 'EXISTINGSOU411 PROPERTY SW PROPERTY\U7HNE NORTHWEST QUARTER 25-35-38 LINE PROCEEDS THROUGH CENTER OF DITC SH9 C�i (8[- 2522.3000RNER FALLSN 2319,9459 BETWEEN DITCHDRAINFIELD AREA 2,400 S.F. 30' Perimeter Road E 4831.4635 E4974.06286:111 min. Access (Typical) Residence F.F.E.=24.5 See Section this Sheet SW CORNER OF THE NW to Top of Berm (Typ. East/South) PROPERTY 1/4 25-35-38 CORNER FALLS IN I DITCH ' N 2295.5082 - E 7496.25$7 30' PERIMETER ROAD 40' _ 20' 40' 10' EXISTING DITCH VARIES 25'-30' TOP EL.=32.0 LEGEND w PROPOSED SHELLROCK ROAD z J1 L 4 4 rc _\ PROPOSED SPOT ELEVATION w (� a EXISTING SPOT ELEVATION ti V Fl ti h 4Vv DIPO EXISTING GRADE 4"� 11�f •1 , - _ - - - - - - - -. - _ ELEV-=20.02 - - - - - - - - - - - - - - - EL. iT4 /I PERIMETER ROAD COMPACTED TO \ EXISTIy§ DITCH / 95% OF MAX. DENSITY PER AASHTO T-99 VARIES PER NSLRWCD REGULATION TO BE CLEANED / OF HEADER CANAL STAGES I NORMAL DRY SEASON (HIGH WATER) / CONTROL EL.=17.40 - TYPICAL PERIMETER SECTION SCALE: 1 "=200' NORTH AND WEST BOUNDARIES NOT TO SCALE 0 200 400 80C o � N p } W In Q co Q m oC O II m LL W p N .- LL L- M I.L. ..-, O Z FLJ Ld p p W O Q LIJ Z Z J O Jw0�U� H a�V) w0C)0 �oo0UELUa Z O Fn W'. n w a o_ M O W d H a � � o 701 N (p W CO C\I z ) m Er LI z a a w 0 Uw CIS PI as F- 9 ON v�b } I- y.� � Z v WU O V W U _J H !n PROJECT N . 03 07 SHEET OF 1 1 ' 1' 1�1 1� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Group Housing (Typical) \ /\\ /A \x- // Proposed Ir Septic T nlc \ \ POD I ------------ ♦-___--22'' I ------------------------- \ Proposed Oroinfield Area (Typicol) ------------------------\ / \------------ lry +.y ♦ t 1 POD Propose \\ Septic To k� / \ I \ \ \\ Outdoor Area _ (2.2 ocres)(typ.) / / / / \------------ IN. \✓ - i NN IN Propose IN -- Septic T CD \1/ 00 O 0 CD n �J MATCHLINE, Labe 19.97 Ac. @ E. 0. W. IN I I I I i SCALE: 1 "=60' 0 30 64 120 'I / / / 111 / I I I / 1 / IN/ CD Lj N d CC a a m U O m�L� W d' 0IR N LW W M 0 z i;_i w Lj a. z � J J aaW000 Uawof=ck�a_J In000c�ac�a z O Ln w M W Q x al w� 00 d C? r- N z C\ O w O 6 ^� i a 0 W o J W I®I W W ®�NA & •~ M� z W V o w v D J H PROJECT #. 06 07 SHEET OF BENCH MARK #1, X-CUT IN HEAD WALL, ELEVATION 23.496' WITNESS CORNER N 5045.6894 \ E 4886.9816 NW CORNER OF THE \ NW 1/4 25-3535-38 D.O.T. STATION 147+30.32 FOUND NAIL N 4981.7654 E 4833.1669 I I I 00 M I M I N O F U N W z IN Uj HEADER RANCHES SUBDIVISION PLAT BOOK 40, PAGE 38 CITRUS GROVE PORTION 24-35-38 NOT INCLUDED BENCH MARK #2. 3/8 IRON ROD, ELEVATION 22.00' WITNESS CORNER N 5000.3891 E 5006.2253 0 NORTH LINE SECTION 25-35-38 - - - -20' WIDE DIRT AD N , - __ - -- - EXISTING DITCH - - - - - _ - - - - - - ROAD RIGHT-OF-WAY FOR GOLDSMITH ROAD (50'R fW) - - - - - - - - - - - - - - - - - - - - XI - C----- ---------- �� S89-19'51"E 2527. G \ �, BEAM TOP EL=29.0' TOE E1=20.0' „e_-.---- --------- EXISTING 36" METAL CUE EAST INVERT 15.2' NEST INVERT 15.9' NW PROPERTY CORNER .FALLS BETWEEN DITCHES WELL PATH CONCRETE ��1111 INTRO UNIT 20.6' / BERM LAKE WELL LOCATION 20.6' INSIDE PROPERTY LINELO I � FORM BOARD TIE IN I I FORM BOARD TIE IN M ELEVATION 24.5' \\ I I SEE ELE(a DETAIL N SEE BUILDING DETAIL I I POD 4A POD 3B \ I I PERMIT #23110877 / PERMIT #23110872 04 Lo N 651.0' \/ FORM BOARQ'TfE-IN / O J , �, �%� ELEVATION 24.5' Q SEE BUILDING DETAIL POD / Q 649.5' / � _ _ PERMIT #23110bCa7` \*>� C) \ J FORM BOARD TIE IN� LLJ ELEVATION 24.5' Q SEE BUILDING PDDEE 6A I I LLJ PERMIT #23110861 = NORTHWEST QUARTER SECTION 25-35-38 o4W I CONTAINING 152.62 ACRES MORE OR LESS LLJ DEAD CITRUS GROVEI 11 Z ROWS ARE EAST/WEST DIRECTIONAL �___.------/------/ J � I 25.0' U 7.0' 77.0' 65 6 o^ \\ I Q o Q 0 I 0 z N F W N. Z \ / J W a BENCH MARK #5. 5/8 IRON. ROD, ELEVATION 20,22' WITNESS CORNER 2411.64-90 E 501012.21362136 EXISTING E METAL CUL T NORTH INVERT 14.9' SOUTH INVERT 14.T STATION 1120+68 50 SW PROPERTY SOUTH LINE NORTHWEST QUARTER 25-35-38 LINE PROCEEDS THROUGH CENTER OF DITCH S89°28'18"E 25 CORNER FALLS N 2319,9459 BETWEEN DITCHES E 4831.4635 N 2318.7664 E 4974.0628 SW CORNER OF THE NW _ 1/4 25-35-38 NOT INCLUDED CITRUS GROVE FORM BOARD TIE IN ELEVATION 24.5' SEE BUILDING DETAIL POD 2B PERMIT #23110856 BENCH MARK #3, 3/8 IRON ROD, ELEVATION 19.95 WITNESS CORNER N 4932.3930 E 7473.1471 1/4 CORNER OF THE 0 /NW 1/4 25-35-38 N NE PROPERTY CORNER FALLS IN DITCH PROPOSED / BUILDING \\ i' `\�/✓ I z /'/I' I I a I I Proposed I I Lake I � i IN I I� \ 07.1' I 7 �/ �\ I o P BUILDING _-_- \��539.7'--� PROPOSED / 539. ¢' \ BUILDING I I ` / DEAD CITRUS GROVE I ROWS ARE EAST/WEST DIRECTIONAL Proposed I I I Lake I I PROPOSED \ BUILDING /\ c \ _537.4'/ / SOUTH SOUTH O) m1i IS - EXISTING DITCH CITRUS GROVE NE1/4 25-35-38 NOT INCLUDED BENCH MARK #4, 5/8 IRON ROD, ELEVATION 23.59' WITNESS CORNER N 2347.2780 E 7467.0828 PROPERTY CORNER FALLS IN DITCH N 2295.5082 E 7496.2527 SCALE 1" = 200' UPDATED: 4/22/2004 FORMBOARD TIE-IN (POD 4A): 3/22/2004 FORMBOARD TIE-IN (POD 6B): 3/15/2004 FORMBOARD TIE-IN (POD 38): 2/2/2004 FORMBOARD TIE-IN (POD 5A): 1/21/2.004 FORMBOARD TIE-IN (POD 2B): 1/13/2004 CHANGED TITLE: 10/20/2003 REVISED: 9/23/2003 REVISED: 9/2/2003 REVISED: 4/26/2000 REVISED: 3/20/2000 FIELD SURVEY DATE: 12/9/99 DRAWING COMPLETION DATE: 12/9/99 F.B.: Li PG: 32 FILE:-99205.dwg GOLDSMITH ROAD L� Y LOCATION MAP (NOT TO SCALE) SURVEYOR'S NOTES: 1. BEARINGS REFER TO RIGHT-OF-WAY MAP SECTION NO. 9452. BEARING BASE IS THE BASE LINE OF SAID MAP. 2. (P) = PLAT MEASUREMENT; (M) = FIELD MEASUREMENT 3. PROPERTY LIES IN FLOOD ZONE A, FEMA MAP #12111CO165 F, 8-19--91. 4. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAYS, EASEMENTS, OR OTHER ENCUMBRANCES, 5. UNDERGROUND UTILITIES NOT LOCATED PER THIS SURVEY. 6, R/W = RIGHT-OF-WAY 7. FENCES, DITCHES, AND IMPROVEMENTS NOT LOCATED. 8. ALL MONUMENTS SHOWN ARE FOUND UNLESS STATED OTHERWISE. 9. COORDINATES VALUES SHOWN ARE BASED ON AN ARBITRARY DATUM AND BEAR NO REFERENCE TO GEODETIC CONTROL. alIR_VEYOR'S NOTES: ELEVATIONS REFER TO NAVD88 ELEVATIONS SHOWN ARE BASED FROM BENCH MARK #1, X-CUT IN HEADWALL, 7.1617 METERS, 23.496 FEET, NORTH AMERICAN VERTICAL DATUM 1988. ALL OTHER BENCH MARKS ARE ESTABLISHED THERE FROM. CONVERSION FROM NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) TO NATION GEODETIC VERTICAL DATUM 1929 (NGVD29): NAVD88 + 1.475 - NGVD29. BOUNDARY AND TOPOGRAPHIC SURVEY OF THE NORTHWEST ONE QUARTER (N.W. 1/4) OF SECTION 25, TOWNSHIP 35 SOUTH, RANGE 38 EAST, SITUATED IN ST. LUCIE COUNTY, FLORIDA. LESS AND EXCEPT THAT PART THEREOF OWNED IN FEE SIMPLE BY ANY PARTY FOR ROADS, CANALS, DITCHES, DRAINAGE AND WATER MANAGEMENT PURPOSES. FOR INSTITUTE FOR CAPTIVE CHIMPANZEE CARE AND WELL-BEING, INC. a corporation existing under the lows of the State of Florida CER FICATION: 1. INSTITUTE FOR CAPTIVE CHIMPANZEE CARE AND WELL-BEING, INC. a corporation existing under the laws of the State of Florida. 2. COMMONWEALTH LAND TITLE INSURANCE COMPANY 3. THOMAS A. FOGT, ESQ. I HEREBY CERTIFY THAT THE SKETCH SHOWN HEREON IS A CORRECT REPRESENTATION OF A SURVEY DONE UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF, NO SEARCH OF THE PUBLIC RECORDS MADE FOR ERRORS OR OMISSIONS OF SAID DESCRIPTION. EASEMENTS OF RECORD NOT SHOWN UNLESS FURNISHED. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH UNDER RUL 61G17-6 F.A.C. BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS. _> CHRISTr XF� NEX l PROFESSIONAL SURV YO AND MAPPER 1657 S. DIXIE HWY TU RT, FL. - P.O. BOX 2533, Cl , FL. 34991 CHRISTIAN FENEX, PSM (772)283-2977 2)283-2979 fax FLA. REG. #5102 I I w-nll 11 hollow metal awin stalllle.atl• knob 2 - 3'-O" x 6-8" x 13/4" exterior Inoulet I ob 31.6/-39.8 wAbheretrIp w/ h•c• threshold, Upoer Window 3 2 - 3'-0" x 6-8" x 13/4 exterior inoul metal 6wln atalnle.atL knob 31.6/ 39.8 2'-2" x 6'-8" '''- awing cage door 5 2'-811 w x 2'-8" h horiz sliding metal door wall mounted; 64" head height 6 2'-811 w x 2'-8" h vert. all Inmetal door remote II unted/ ulllotimes 6-flicadhcIght 7 6'-0" w x 6-8" h metal meeh owing gate a 9 I I I 12„ VTR LI I Iu I • 1 j �I2" � I r ' I 1 ' I I I W/TR3" FLA RAIN 3° I 3" WC I j 3" FL DRAIN W/TRAP 3" ('LUMBING FIXTURE 4" 1215ER 6"DRAIN Y + TO HUMAN 5EPTIC SYSTEM 4� roll DRAIN I Z„ 1 VENT 6" OPEN 6K7 11 2" WASHER 1 Z 6 • TRENCH W A'�li " -"- GROUT 5LOPED lo0 CO REDUC110N TO PIPE 6„ 6" DIA FL OPEN 5S I Zn DRAIN BENCH I VENT GATE VALVE W/ MANUAL CONTROL5 2"WA5HER W"i GROUT61-OPE REDUCTION TO TUhi 6" OPEN PIPE FRENCH R15ER - 6" TRAP SEPTIC TANKS TO CHIMP SEPTIC SY5TFM CONC.5LABT000NNECT +1 BETWEEN BUILDINGS (TI31) IN FIELD) A P5t!MA1"ED ID';ey0nj bvl IA;,)U. FAS EDGE OF CONGREI SLAB 2'LX4"W TRENCH D W/4" PIPE O EDGE OF I SLAB �, RE ME Q NOTE: ALL HARDWARE TO BE 5TAINL Head heights are from 0'-0" at yes Elevatlone UNIT # UNIT #2 CONNEC TO OTHE TRENCH E55 5TEEL top of curb OPN'G •` ST. LUCTE COU ` REVIENVED FQ •v. SL-BJEC'T TO F) SEE ATTACHEI RE`'IE`-Y-ED EIY, r DATE: Z.g 71_ II 21- 11 31_411 `0 5 4 11 3 0 OPN'G REIMIOTE'LIXIT' �•� ON CONC. YARD 411 r r•!,IN PYLON (V,L.O,J,) 1 MESH' \ \ is 5 i; v v 1 ° _ o- ' O Q4 UNIT # UNIT #5 ' 0. H. CAGET CHUTE ♦•;-0 y_--i - 11_4" 21_pll II 61_OII ,yll p_ " Q 6,- „ 2,_8„ 2,8, ''`O" 21 8" I a„ 1 ')'. - t x ,u `3 5, �''�"'o:,• K: y. I 4`TO N. ' T .� U Qtic�: zI �t 0 1 3 p K 1 10' ..:U I O pllxV°CA5f' . t'1, .x, +" r. M Gw V lad} i - CONC. SURROUND(21 � � 1 i • ' u I i - i' u Ip 1 Q — w'© MIT #4 I 16` I � 9 0 0 �. li 0. H. CAGE to 9 eh; o I I f. owt CHUTE �+ d 'Llkm WATER ° i!' 0 1 o- i N - CHIMPS _ ! IMPS ; TI.YPSUPPLY FOR 1'411 1_ 1' G .011w 0 _ 21.0�j_II �n aI 41 WI,0• 51„offq O ti fhj 1 { VALVE CONC. DECK I ii C W.O. VALVE I H H/C BASE CABINET - WALL MTD. 51 " SERVIGE AREA r • 5.1 _ BASE CABINET = WILL M h1 A.F.F. PROVIDE FILLED CELL i' A.F.F. PROVIDE FILS CEL Q �✓ O BELOW SILL 1' 0"FROM WINDON aj WALL: MTD UPPER BELOW SILL 1'-0" Fk)M WINDOW PN'G EA. SIDE FOFBRdCINC /yI ' 91.811 CABINET5 — 91_011 G OPN'G E�51I2E EQt BRAGI G Mp.p11 11011 (l II LT L L _ _ FILLED ELL u O RE . COLD ONLY S OPN'G ABOVE FOR EXH, FAN n I l,lJ �11 Floor Plan- 1/4 I' I ' A iii•Jii•i •�i�i�i•�•�� •iiiii•iiii �•ii �eeemeee •me�Se��eeee�eee , o o w C u a � I o ,:I N il FIRE DIST06 INIPLIA,NCE ' INSPECTION] liISION'SHEElf C! Z 2 •��` � � iF�I 1 rb T, f7 � Y 4` I ° J. e i 4-J it U f!. ua 4-d I'a I I SEPTIC ``• e I)V O €i 4— • i0 y y i_ Ilt • r.W I V , 4-1 qj ry 1 � ,0 li CL llz:�,.� 4-d L 1 I, OPN'G . I COLD ONLY Ln ® ABOVE FOR I Z <0ELECTRIC i EXH, FAN ! _ b 2, 9 011 l WH WH E TH DEFIT.I I � ' 1 g'f• LUCIE COUNTY NTAL H NRUCTION ENVIRONMEHE U IN _NA S F PLAN APPROVED FOR R �— ( 0 ''� � � � � SUPERCEDES ALLPREVIO O3 DATE II OSDS#iL 6'-411 21-411 811 6' 01 t 5 011 6' 0" ` i' 8" EDGE OF REVIEWER CONG. SLAB ------- JOB # 03-0501 DATE SXIEET p TOTAL 50. FT. UNPER ROOF = 2313.81 ZA` L' � 'Al ONSTRUCTION CQRPORATIdN LIC. CGC01909A .vx BENCH MARK #1, X-CUT IN HEAD WALL, ELEVATION 23.496' WITNESS CORNER N 5045.6894 E 4886.9816 31. 30. NW CORNER OF THE \ NW 1/4 25-3535-38 D.O.T. STATION 147+30.32 FOUND NAIL N 4981.7654 E 4833.1669 FOUND 4"x4"PRM #3435 (0.37'WEST OF R/W LINE) 72.5' 72.5' 30' 65.6` - S89'04'14" E 1256.53'(P) S89'02'20"E 1256.38'(M) & UTILITY EASEMENT EXISTING FOUND 4"x4"PRM � LOT 4 I z LOT 5 -'1 Z N �- 1 w zw g LOT 3 I r EXISTING BUILDING 18'x24'I (n I O a O ,gam �'" 11 4.5' .oY o O O r NO EXI N I� ` 0 a N N ro may, `\* Cn e _- I r+1 m w W 30' DRAINAGE & UTILITY EASEMENT N I I LACV (-A W oT HEADER RANCHES SUBDIVISION, PB40, PG38 (A 00 IW W; CONTAINING 38.04 ACRES MORE OR LESS I N O �Jd LOT 2 I I CITRUS GROVE Z zzw,y <m r ROWS ARE NORTH/SOUTH DIRECTIONAL v Zw 6 lLOT o� 7 FOUND 4"x4"PRM ✓ wF #3435 (1.56'WEST LOT 1 ` vi ww� OF R/W LINE)zz c<'� BENCH MARK #2, 3/8 IRON ROD, b rc a ELEVATION 22,00' wow WITNESS CORNER 30' DRAINAGE N 5006..2253 UTILITY EASEMENT E 5006.25 & , ,� o N89-2810 W , 1257.78 (M) 20' WIDE DIRT N - - - - MENT C - - - - --�-- \ ----------_ S8 iRE G m BERM TOP EL=29.0' TOE EL=20.0' c e --..4------ - - Co to I M I I N Z 0 0 W w I N w I Z IV) w I I� EXISTING 36" METAL CUI 1 FAST INVERT 15.2' WEST INVERT 15.9' NW PROPERTY CORNER FALLS BETWEEN DITCHES 1-STORY - RESIDENCE j BERM RM C LAKE �\ j/SSHELL DRIVE FUL WITH ADMINISTRATION ONCRETE BUILDING INTRO UNIT ROUP BUILDING HOUSING BUILOIN J1 ISLAND m n LAKE CITRUS GROVE PORTION 24-35-38 NOT INCLUDED FOUND 4"x4"PRM #3435 34.14'(M) 30.00'(P) ORTH LINE SECTION 25-35-38 ROAD RIGHT-OF-WAY FOR GOLDSMITH ROAD (50'R/W) - - - - - - - - - - - - - - 9'19'51 "E 2527. 20.6' WELL LOCATION 20.6' INSIDE PROPERTY LINE n BERM FORM BOARD TIE IN `r c0 (6 FORM BOARD TIE IN Top EL=26.0' TOE EL=20.7' ELEVATION 24.5' ELEVATION 24.5' - - - - _ - - - SEE BUILDING DETAIL N SEE BUILDING DETAIL POD 4A POD 36 PERMIT #23110877 O 3 PERMIT #23110872\\ N L0 N 651.0' P ,yT✓ FORM BOARD TIE IN ELEVATION 24. to SEE BUILDING DETAIL D IQ z POD 6B Q 649.5' PERMIT #23110867 U f IN / Of FORM BOARD TIE LJ ELEVATION 24,5' p SEE BUILDING DETAIL W PERMIT #2311 0861 = NORTHWEST QUARTER SECTION 25-35-38 L O CONTAINING 152.62 ACRES MORE OR LESS W DEAD CITRUS GROVE z ROWS ARE EAST/WEST DIRECTIONAL J `11- 1" w m I- z CUJ) 7.0' 77.0 0 0 O � 65.6' o C✓ I � I N z o o z I w 1 F N X w w Im BENCH MARK #5, 5/8 IRON ROD, FORM BOARD TIE IN ELEVATION 24.5' SEE BUILDING DETAIL POD 213 PERMIT #23110856 n o POD 3B DETAIL (NOT TO SCALE) POD 2B DETAIL (NOT TO SCALE) BENCH MARK #3, 3/8 IRON ROD, DETAIL klwl Iv SCALE) ELEVATION 19.95' WITNESS CORNER N 4932.3930 E 7473.1471 1/4 CORNER OF THE (1 ,d /NW 1/4 25-35-38 N NE PROPERTY CORNER FALLS IN DITCH 909.4' FORM BOARD TIE IN 54 5, 54.5' ELEVATION 25.6' SEE BUILDING DETAIL POD 9B PERMIT #24040502 597.5' CITRUS GROVE N I Oi M NE1/4 25-35-38 NOT INCLUDED 17 0 a r FORM BOARD TIE IN ELEVATION 24.5' SEE BUILDING DETAIL POD 10B PERMIT #24040507 O N 3 I 907.1 906.7' FORM BOARD TIE IN ELEVATION 24.6' SEE BUILDING DETAIL POD 11A PERMIT #24040513 DEAD CITRUSI GROVE ROWS ARE EAST/WE PT DIRECTIONAL FORM BOARD TIE IN ELEVATION 24.7' SEE BUILDING DETAIL POD 12A - PERMIT #24040519 582.5' E 5012.2136 E XISTING � 1`i BENCH MARK 4, 5/8 IRON ROD, D.O.T. STATION ✓ �! oY ELEVATION K #4, r WITNESS CORNER 120+68.50 N 234-7.2780 EXISTING DITCH SOUTH PROPERTY LINE EXISTING DITCH E 7467.0828 SW PROPERTY SOUTH LINE NORTHWEST QUARTER 26-35-38 UNE PROCEEDS THROUGH CENTER OF DITCH S89'28'18"E 2522.30' CORNER FALLS N 2319.9459 BETWEEN DITCHES E 4831.4635 N 2318.7664 PROPERT E 4974.0628 SW CORNER OF THE NW FAR SE IN 1/4 25-35-38 NOT INCLUDED 38 CITRUS GROVE DITCH N 2295.5082 E 7496.2527 I )D 613 DETAIL OT TO SCALE) POD 4A DETAIL (NOT TO SCALE) 11A DETAIL TO SCALE) POD 10B DETAIL (NOT TO SCALE) POD 9B DETAIL (NOT TO SCALE) D 12A DETAIL OT TO SCALE) SCALE 1" = 200' FORMBOARD TIE-IN (POD 12A): 11/29/2004 FORMBOARD TIE-IN (POD 9B): 10/25/2004 FORMBOARD TIE-IN (POD 108): 9/16/2004 FORMBOARD TIE-IN (POD 11A): 7/21/2004 FORMBOARD TIE-IN (POD 4A): 3/22/2004 FORMBOARD TIE-IN (POD 66): 3/15/2004 FORMBOARD TIE-IN (POD 38): 2/2/2004 FORMBOARD TIE-IN (POD 5A): 1/21/2004 FORMBOARD TIE-IN (POD 213): 1/13/2004 CHANGED TITLE: 10/20/2003 REVISED: 9/23/2003 REVISED: 9/2/2003 REVISED: 4/26/2000 REVISED: 3/20/2000 FIELD SURVEY DATE: 12/9/99 DRAWING COMPLETION DATE: 12/9/99 F.B.: L1 PG; 32 FILE: _99205.dwg GOLDSMITH ROAD F LOCATION MAP (NOT TO SCALE) 'S NOT 1. BEARINGS REFER TO RIGHT-OF-WAY MAP SECTION NO. 9452. BEARING BASE IS THE BASE LINE OF SAID MAP. 2. (P) = PLAT MEASUREMENT, (M) = FIELD MEASUREMENT 3. PROPERTY LIES IN FLOOD ZONE A, FEMA MAP #12111CO165 F,. 8-19-91. 4. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAYS, EASEMENTS, OR OTHER ENCUMBRANCES. 5. UNDERGROUND UTILITIES NOT LOCATED PER THIS SURVEY. 6. R/W = RIGHT-OF-WAY 7. FENCES, DITCHES, AND IMPROVEMENTS NOT LOCATED. 8. ALL MONUMENTS SHOWN ARE FOUND UNLESS STATED OTHERWISE. 9. COORDINATES VALUES SHOWN ARE BASED ON AN ARBITRARY DATUM AND BEAR NO REFERENCE TO GEODETIC CONTROL. SURVEYOR'S NOTES: ELEVATIONS REFER TO NAVD88 ELEVATIONS SHOWN ARE BASED FROM BENCH MARK #1, X-CUT IN HEADWALL, 7.1617 METERS, 23.496 FEET, NORTH AMERICAN VERTICAL DATUM 1988. ALL OTHER BENCH MARKS ARE ESTABLISHED THERE FROM. CONVERSION FROM NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) TO NATION GEODETIC VERTICAL DATUM 1929 (NGVD29): NAVD88 + 1.475 = NGVD29. BOUNDARY AND TOPOGRAPHIC SURVEY OF THE NORTHWEST ONE QUARTER (N.W. 1/4) OF SECTION 25,. TOWNSHIP 35 SOUTH, RANGE 38 EAST, SITUATED IN ST. LUCIE COUNTY, FLORIDA. LESS AND EXCEPT THAT PART THEREOF OWNED IN FEE SIMPLE BY ANY PARTY FOR ROADS, CANALS, DITCHES, DRAINAGE AND WATER MANAGEMENT PURPOSES. AND THAT PLAT FILED MAY, 2002 KNOWN AS HEADER RANCHES SUBDIVISION, AS RECORDED IN PLAT BOOK 40, PAGE 38 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA FOR INSTITUTE FOR CAPTIVE CHIMPANZEE CARE AND WELL-BEING, INC. a corporation existing under the laws of the State of Florida GERMIC,ATION: 1. INSTITUTE FOR CAPTIVE CHIMPANZEE CARE AND WELL-BEING, INC. a corporation existing under the laws of the State of Florida. 2. COMMONWEALTH LAND TITLE INSURANCE COMPANY 3. THOMAS A. FOGT, ESQ. I HEREBY CERTIFY THAT THE SKETCH SHOWN HEREON IS A CORRECT REPRESENTAT OF A SURVEY DONE UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE BE' MY KNOWLEDGE AND BELIEF. NO SEARCH OF THE PUBLIC RECORDS MADE FOR ERRS OR OMISSIONS OF SAID DESCRIPTION. EASEMENTS OF RECORD NOT SHOWN UNLES,' FURNISHED. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICF STANDARDS SET FORTH UNDER RULE 61G17-6 F.A.C. BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS. CHRISTIAN FENEX PROFESSIONAL SURVEYOR AND MAPPER 1657 S. DIXIE HWY., STUART, FL. P.O. BOX 2533, PALM CITY, FL. 34991 (772)283-2977 (772)283-2979 fax OEC 0 d St. 94RTgTIAN FENEX, PSM FLA. REG. #5102 BENCH MARK #1, X-CUT IN HEAD WALL, ELEVATION 23.496' WITNESS CORNER N 5045.6894 E 4886.9816 31.09'(M) 30.00'(P) NW CORNER OF THE NW 1/4 25-35-38 D.O.T. STATION 147+30.32 FOUND NAIL N 4981.7654 E 4833.1669 FOUND 4"x4"PRM #3435 (0.37'WEST S89'04'14"E 1256.53'(P) FOUND OF R/W LINE) S89002'20"E 1256.38' ) #3435 4"x4"PRM 72.5 30' DRAINAGE & UTILITY EASEMENT EXISTING DITCH LOT 4 z r w LOT 5 1 w < o z EXISTING BUILDING g LOT 3 �y I 18'x21V n= I 1n i 1 O d ` 0. o 1O ✓ 4.5' � %°Y o 17 XI IN N M m - CJ1 m S R1 _ N _ w W 30' DRAINAGE & 1^' (N UTILITY EASEMENT aN Iwo HEADER RANCHES SUBDIVISION, PB40, PG38 C4 (11 Z o W; CONTAINING 38.04 ACRES MORE OR LESS .�` I N O ww� LOT 2 I I CITRUS GROVE m Izzg ROWS ARE NORTH/SOUTH v o�< I I �w DIRECTIONAL zW LOT 6 o_ w1- K J FOUND 4"x4"PRM. w� (1.56'WEST LOT 1 . VI41 LINE) z o�w CITRUS GROVE PORTION 24-35-38 NOT INCLUDED LBENCH o z N W 00 M I 17 i L N N z z O I F �- U � W W w a z N 13 EXISTING 36- METAL CUI EAST INVERT 15.2' i WEST INVERT 15.9' NW PROPERTY CORNER FALLS BETWEEN DITCHES I � N II �N Ln L N P f O _J O Q N a U LL1 0 Q W I LL_ 0 LLJ z J 4 � m LLI LzLJ 25.0' U 7.0' 77.0' � 65 o I C O E a U z N z N J w Im 1-STORY RESIDENCE j BERM LAKE SHELL ELL DRIVE ADMINISTRATION WELL WITH �CONCRETE FF�INTRO BUILDING /OUP UNIT BUILDING j BUILDIN / GGHOUSING ISLAND LAKE LL LOCATION .6' INSIDE PROPERTY UNE BERM FORM BOARD TIE IN TOP EL=26.0' TOE EL=2U.7' ELEVATION 24.5' SEE BUILDING DETAIL POD 38 PERMIT #23110872 651.0' FORM BOARD TIE IN ELEVATION 24.5' SEE BUILDING DETAIL POD 4A PERMIT #23110877 FORM BOARD TIE IN ELEVATION 24.5' SEE BUILDING DETAIL POD 6B \\\ 649.5' PERMIT #23110867 FORM BOARD TIE IN- ELEVATION 24.5' SEE BUILDING DETAIL POD 5A PERMIT #23110861 NORTHWEST QUARTER SECTION 25-35-38 CONTAINING 152.62 ACRES MORE OR LESS DEAD CITRUS GROVE ROWS ARE EAST/WEST DIRECTIONAL BENCH MARK #5, 5/8 IRON ROD, ELEVATION 20.22' WITNESS CORNER N 2411 6490 FORM BOARD TIE IN ELEVATION 24.5' SEE BUILDING DETAIL POD 2B PERMIT #23110856 / E u POD 3B DETAIL (NOT TO SCALE) POD 2B DETAIL (NOT TO SCALE) BENCH MARK #3, 3/8 IRON ROD, ELEVATION 19.95' WITNESS CORNER N 4932.3930 POD 5A DETAIL (NOT TO SCALE) E 7473.1471 1/4 CORNER OF THE /NW 1/4 25-35-38 NE PROPERTY l„ CORNER FALLS IN DITCH FORM BOARD TIE IN ELEVATION 25.6' SEE BUILDING DETAIL POD 9B PERMIT #24040502 597.5' N C!) M rn w FORM BOARD TIE IN ELEVATION 24.5' SEE BUILDING DETAIL POD 10B PERMIT #24040507 Iry 0 3 594.4' 907.1' r 5.7' 906.7' FORM BOARD TIE IN ELEVATION 24.6' SEE BUILDING DETAIL POD 11A PERMIT #24040513 DEAD CITRUSI GROVE ROWS ARE EAST/WE PT DIRECTIONAL FORM BOARD TIE IN ELEVATION 25.1' SEE BUILDING DETAIJ POD 8A PERMIT #24040497 E 5012.2136 EXISTING 16" METAL CUL T NORTH INVERT 14.9' SOUTH INVERT 14.7' 1120+68.50TI ON EXISTING DITCH AOL SW PROPERTY SOUTH LINE NORTHWEST QUARTER 25-35-38 LINE PROCEEDS THROUGH CENTER OF DITCH S89'2:8'1 H E 2522.30 CORNER FALLS N 2319.9459 BETWEEN DITCHES E 4831.4635 N 2318.7664 E 4974.0628 SW CORNER OF THE NW SW1/4 25-35-38 1/4 25-35-38 NOT INCLUDED CITRUS GROVE 0 FORM BOARD TIE IN ELEVATION 24.7' SEE BUILDING DETAIL POD 12A /- PERMIT #24040519 1 9. r CITRUS GROVE NE1/4 25-35-38 NOT INCLUDED O nj BENCH. MARK .59 5/8 IRON ROD, N GO„i -;/ ELEVATION 23.59' �7�" WITNESS CORNER SOUTH PROPERTY LINE EXISTING DITCH E 7467.0828 PROPERTY CORNER FALLS IN DITCH N 2295.5082 E 7496.2527 )D 69 DETAIL OT TO SCALE) POD 8A DETAIL (NOT TO SCALE) POD 4A DETAIL (NOT TO SCALE) 11A DETAIL TO SCALE) POD 108 DETAIL (NOT TO SCALE) POD 9B DETAIL (NOT TO SCALE) D 12A. DETAIL , DT TO SCALE) SCALE 1" = 200' FORMBOARD TIE-IN (POD 8A): 1/5/2005 FORMBOARD TIE-IN (POD 12A): 11/29/2004 FORMBOARD TIE-IN (POD 913): 10/25/2004 FORMBOARD TIE-IN (POD 1OB): 9/16/2004 FORMBOARD TIE-IN (POD 11A): 7/21/2004 FORMBOARD TIE-IN (POD 4A): 3/22/2004 FORMBOARD TIE-IN (POD 68): 3/15/2004 FORMBOARD TIE-IN (POD 3B): 2/2/2004 FORMBOARD TIE-IN (POD 5A): 1/21/2004 FORMBOARD TIE-IN (POD 2B): 1/13/2004 CHANGED TITLE: 10/20/2003 REVISED: 9/23/2003 REVISED: 9/2/2003 REVISED: 4/26/2000 REVISED: 3/20/2000 FIELD SURVEY DATE: 12/9/99 DRAWING COMPLETION DATE: 12/9/99 F.B.: L1 PG: 32 FILE:-99205.dwg GOLDSMITH ROAD LOCATION MAP (NOT TO SCALE) II d� I. BEARINGS REFER TO RIGHT-OF-WAY MAP SECTION NO. 9452. BEARING BASE IS THE BASE LINE OF SAID MAP. 2. (P) = PLAT MEASUREMENT; (M) = FIELD MEASUREMENT 3. PROPERTY LIES IN FLOOD ZONE A, FEMA MAP #12111CO165 F, 8-19-91. 4. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAYS, EASEMENTS, OR OTHER ENCUMBRANCES. 5. UNDERGROUND UTILITIES NOT LOCATED PER THIS SURVEY. 6. R/W = RIGHT-OF-WAY 7. FENCES, DITCHES, AND IMPROVEMENTS NOT LOCATED. 8. ALL MONUMENTS SHOWN ARE FOUND UNLESS STATED OTHERWISE. 9. COORDINATES VALUES SHOWN ARE BASED ON AN ARBITRARY DATUM AND BEAR NO REFERENCE TO GEODETIC CONTROL, 5-URVEYOR'S NOTES: APR 2 9 !280!5!j' ELEVATIONS REFER TO NAVD88. ELEVATIONS SHOWN ARE BASED FROM BENCH MARK #1, X-CUT IN ,.,S1° �UcieCounty Public Wp1Ys HEADWALL, 7.1617 METERS, 23.496 FEET, NORTH AMERICAN, VERTICAL DATUM 1988. ALL OTHER BENCH MARKS ARE ESTABLISHED THERE FROM. CONVERSION FROM NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) TO NATION GEODETIC VERTICAL DATUM 1929 (NGVD29): NAVD88 + 1,475 = NGVD29, BOUNDARY AND TOPOGRAPHIC SURVEY OF THE NORTHWEST ONE QUARTER (N.W. 1/4) OF SECTION 25, TOWNSHIP 35 SOUTH, RANGE 38 EAST, SITUATED IN ST. LUCIE COUNTY, FLORIDA. LESS AND EXCEPT THAT PART THEREOF OWNED IN FEE SIMPLE BY ANY PARTY FOR ROADS, CANALS, DITCHES, DRAINAGE AND WATER MANAGEMENT PURPOSES. AND THAT PLAT FILED MAY, 2002 KNOWN AS HEADER RANCHES SUBDIVISION, AS RECORDED IN PLAT BOOK 40, PAGE 38 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA FOR INSTITUTE FOR CAPTIVE CHIMPANZEE CARE AND WELL-BEING, INC. a corporation existing under the laws of the State of Florida CERTIFICATION: 1. INSTITUTE FOR CAPTIVE CHIMPANZEE CARE AND WELL-BEING; INC. a corporation existing under the laws of the State of Florida. 2. COMMONWEALTH LAND TITLE INSURANCE COMPANY 3. THOMAS A. FOGT, ESQ. I HEREBY CERTIFY THAT THE SKETCH SHOWN HEREON IS A CORRECT REPRESENTATION OF A SURVEY DONE UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. NO SEARCH OF THE PUBLIC RECORDS MADE FOR ERRORS OR OMISSIONS OF SAID DESCRIPTION. EASEMENTS OF RECORD NOT SHOWN UNLESS FURNISHED. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH UNDER RULE 61G17-6 F.A.C. BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS. CHRISTIAN FENEX PROFESSIONAL SURVEYOR AND MAPPER 1657 S. DIXIE HWY., STUART, FL. P.O. BOX 2533, PALM CITY, FL. 34991 (772)283-2977 (772)283-2979 fax HRISTI.AN-FENEX, PSM FLA. REG. 05102 Gam- 4(--