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HomeMy WebLinkAboutPLANSParcel 1 - Area Calculations Total Site Area 152-62 At s89•o4'14"E 125t3.5 ' impervious Area: 36.89 Ac. (4%) Concrete PavemenUSidewaks GA Aa Access Road (shall rookk 3.6 At BuldlrV and Btllft Pads: (5Z122 SF) 119 Aa Lake (water euiaosk 3t5 Aa Pervious Area: 115.73 Aa ( 6%) Open sperm 1W3 Aa Parcel 2 38.04 Acres i� (Future Development and Temporary Spoil ri M Stockpile -Area) Parcel 2 - FutureAncillar Site Area Calculations Future Land Use: AG-5 (Agricultural-1 du/5 ac.) W Total Site Area: 38.04 a 0 600 S.F. N NResearch Cottages N a Impervious Area 5.07 Ac. (i %) o m o Access Road/Parking 171 Aa z ti N B*kV: 0,36 Ac. BUS O Lake (water %Oacek 3A Ac, PARKING 13 Pervious Area 3297 At (8 � ��,� Future Land Use: AG-5 (Agricultural -I du/5 ac.) Ope%) Existing Zoning: AG-5 Space'3297 Existing Use: Citrus Grove Lake General Notes Exr� ng 3.0 AC. Roa Crossing 6,000 S.F. Proposed Levee i. All building, pocking and access areas shall document compliance with the require ents MUSEUM of the American Disabilities Act prior to the issuance of a building permit. 6,000 S.F. 2. Fire protection to be provided in accordance with minimum governing requirements [� ,�j 3. Security lights to North provided on individual buildings. PUBLIC EDUCATION FACILITY Go l d S 11'1 i th 1� o a (( vr° -. ' Existing 50' R.O.W. 4. Landscaping on North berm to b0 field adjusted to allow views from future eduea on facility to Parcel 1. 5. Temporary irrigation provided for establishment of, aperiscope landscaping. _ __.--_.._W _._ S89.3o 4% E 1259,21 Orange Avenue, S.R. 68 5 - -IAWROrrat ii � On, - \._..," Subject Site TWP: 5S Range: 38E Section: 25 Location Map % The Northwest 114 of Section 25, Township 35 South, Range 38 East in St. Lucie County, Florida. Less and except that part thereof owned in fee s'm>>le by any party for roads, canals, ditches, drainage and water mar; nent purposes. Togeti with: That plat filed May, 2002 known as Header Ranches Subdivision, as recorded in Plat Book 40, Page 38 of `he Public Records of St. Lucie County, Florida. Future Land Use: AG-5 (Agricull Existing Zoning: AG-5 Existing Use: Citrus Grove .F . 1 min. Access Top of Berm k osed Levee y L Lo U10 z � Detail A (See Sheet 2) 1 du/5 ac.) Detail B (See Sheet Z) See Sheet 2 - --►� 6 Q B N � 3 C5 i J 0 Z �! ---- _-- - _.__ ---- i _—...;._ — — Fenced Area 000 . . en — — EkISTiNG — .. rEau Patrking ^ (* 1,000 S.F. 1 rrww ,�% x�\. �Moint. Building EXISTING°'?'t"i1° \ :i Optional Future 1 Adlministration 4� derrarfrh sump �Y�i� Development Areal I eudiding Temporary Spoil Stockpile 771 Piroposired2QOch S. 1 Area 3 p' _ I r°c.°szesl'� Phase Line G /%� 1 Proposed Clinic cawaerWN rt PAD " f 500 S.F. �� // I�• i i E 1st. Chimpanzee 'r : "; I I P Introduction Unit 6' high I�arlbed-t�3re 'a ��t , .I `pad �.---- ' Isecur,fly fence :; �: I1f. Chimlp Housing" Selt F.F.E. 0 I 23.5 NGVD`--- !' Existing Pod i r Chimp Island Lake T I ' cal � - ResIdeince 1(Caretalker)-i;;,� Ii ,"1,ok Pod 3"`;\Z ` DRAINFYE Pod 4 r\ rf �i I (Typical) Chimp Housing (Typical) Y� ��'' i Lake 1 � ��� --' 1 12' high security 0 E.O.W. wall rw'itrh '5' 4cantilever extended into lake. ] ai rd—e, —1 — Ouffdoor Area (2.2 a(Cres)(tYP•) 1 1 Pod 5, _ . I'I i I i l 1'I of i ;.. ; ;. I 1ao I �\ t f rr 1 I r :ii iii' TYP 'I'iit " Pod 6 \ 1 B Gate 2,400 S.F. 1 I --- ------------ Coretaleer'sr. Residence 1:1 F.F.E.=24.5IT Pod i ':z,. tla: Ili`.'.., Pod 8 h; r r I•I' �I Pad g Lake I \ `�\ Pod 10 k" H'i�� Chimp) Housing �i;�?�^. ���, `\ _ s`; t I' -' �' �� / ''/'f%A' �' (Typical) Lake ''. CONTROL /✓'� ;` . ' EL. 17.4 ' nt Buildling--------- ----�' F.F.E.=2!4.5 :: .- — - `� /��•' 51000 S.F. ��,? — _ _ _ — r A Fenced Area 5892818 E Caretaker's 2,400 S.F. Fire dep ti7if»t platform 65:1 min. Access Residence F.F.E.=24,5 for sump pump $o Top of Berm Detail C Future Land Use: AG-5(Agridllltural-:(du/5ac.) (sse Sheet 2) Existing Zoning: AG-5 Existing Use: Citrus Grove Pod 6:1 min. Access to Top of Berm " `-- 30' Perimeter Road 6' high bairbed-wire secwrity fence .A Future Laud Use: AgricultuM Existing Zoning: AG-5 Existing Use: Citrus Grove � ca Z I i sup �b 5' s ;ATE. �� M • f r,: 4 ? 4 < „ t t`t�'`;t�rrce 00 �vV Lucido & Associates Land PI nning / Landscape Architecture 701 B Ocean Blvd. Stuart, Florida 34994 (772) 220-2100, Fax (772) 223-0220 100 Avenue A Suit 2A, Fort Pierce, Florida 34950 (772) 467-1301, Fax (772) 467-1303 827 North Thomtoi Avenue, Orlando, Florida 32803 (407) 898-9521, Fax (407) 898-9768 Site Dat Project Na Center for Captive Chimpanzee Care Locatiorx 3000 Header Canal Road Ft Pierce, Florida 34945 Owner: Institute for Captive Chimpanzee Care and Well -Being, Inc. RO. Box 12220 Fort Pierce, FL 34979 (772) 429-0403 FAX (772) 460-0720 Planner/Lan iscape Architect: Lucido & Associates 701 E Ocean Blvd. Stuart, FL 34994 (772) 220-2100 FAX (772) 223-0220 Engineer: Rudd Jones, RE & Associates, PA 512 SW St Lucie Cresent Stuart, FL 34994 (772) 221-8600 Surveyor hristian Fenex, Professional Surveyor and Mapper 1667 South Dixie Highway Stuart, FL 34994 (772)283-2977 i FAX (772)283-2979 Total Site ea (Parcel 1 & 2} 190.66 Ac. Existing Lan Use: AG-5 (Agricultural-1 du/5 ac) Zoning AG-5 Current Use: Agricultural Setbacks: Front 50' Rear 39 Side P9 Side C r 3Y Note: All tbacks based off of Property Lines Maximum H ight (allowed by AG-5}. 89 Maximum ilding Coverage: 10% SCANNED BY St-Uldefbunh' 6bra .: SCALE 0 100' 200' 400' Ce ter for Captive R Nu Ch m anzee Care �f�r�u,R��s p 'I ., Ise 2003 Site Plan St. Lu ie County Florida -- -- 1 ll Scale 1a=200' Revlstons e51b3 Drawn by S.L.S. 1025D3. Checked y M.C. NOMW Computer ile chimp-sp3.dw9 Sheet Computer ration S145, of 2 Project N tuber 9145.99 Date 123.03 3 Drawin Index C&�--) -�n Q_�t V(B C' h 13 Tl Title Sheet A5 Al Floor Plan and Door/Window Schedule A6 A2 Elevations A3 Foundation Plan and Footing Schedule A7 A4 Roof Framing Plan and Details Wall Sections and Details Building Section, Plumbing Riser and Specifications Electrical Plan, Calculations/Riser/Panel 1�q731) V THESE PLANTS A10 ALL FmO'C^TO 'ORK ARE SUEj:CT TO ANY CO e�KIT, k IONS *7' REQUIRED OY I"In.Lc'? INSPECTORS TFF T MAY BE NECESZARY ICE CAOL TO COMPLY WITH ALL APPLIOPaLLE CCOFS. ' CONSTRUCTION CORPORATION a a U 9 �g Q im Q� N Q .. EL _ U CM CL C '- U L Oo L Q W = +-P 0 (D U 4W /l C I O U U J a-3 c� 77 JOB # 03-0501 DATE 10/08/03 SHEET T I LIC. CGCO13084 " " hollow metal swing stainle,stl. knob 2 2 -3--0" x 6-8" x 1 3/4" exterior insul metal swin -ataankctI. knob 31.6/-39.8 weatheretrip w/ h.c. threshold. Upper window 3 2 - 3'-0" x 6-8" x 1 3/4 exterior insul metal owirim stainle.stl. knob 31.6/-39.8 4 2'-211 x 6' 8" swing cage door rJ 2'-8" w x 2'-8" h horiz sliding metal door wall mounted; 5'-4" head hei ht A0 2'-8" w x 2'-8" h vent, olidino metal door remote wall mounted/ uillotin • 5'-4" head hei ht 7 6' D" w x 6'-8" h metal mesh swing gate 8 9 4" DRAIN / / / N / / N N. / � U I I I ' I � i II (ID II �I i i TO CHIMP SEPTIC SYSTEM to i 1 1 o i G, O 1 � l 1 r r 1 � 0/ I EDGE OF CONC,5LAB OPN'G 0 H U 3 z zo w o�[ 0 w Lj w O UNIT #5 UNIT #6 LIXIT WATER SUPPLY FOR CHIMPS (TYP) BA5E CABINET - WALL MTD, 5" A.F.F. PROVIDE FILLED CELL BELOW SILL V-0" FROM WINDOW OPN'G EA, SIDE FOR BRACING LT I M 1-011 L- FILLED CELL >oa 0 -- COLD ONLY OPN'G ABOVE FOR EXH. FAN NOTE: ALL HARDWARE TO 5E STAINLESS STEEL Head heights are from 0'-0" at top of curb See Elevations C REMOTE 'LIXIT' ON CONC, YARD PYLON (V,L.O.J.) °,,A / H/C " 1'-0" ICI WINDOW / OPENING 5CHEDULE size/mode) type frame glass head hght. 61e5ig" remarks A 2- 3-1 w 3-2 3/8 h awnin alum/white sin le, tinted 9 6' - 8" 31.6/-3 . metal security bars mtd. over window 3 '- " " open mesh metal no lass 6' - 8" 3 sided bay window "viewport" C " " open mesh metal no iqlaE,5 6' 8" interior mtl, ca e "window" w x wall o n' -open mesh metal no olaoe 6' 8" interior mtl. ca e "window' E 7-8" w x 6-8" h o en mesh metal 6' - 8" interior mtl, ca e "window' i' 1'-71/8" w x 2'-2 30' h awnin alum/white sin le tinted 6' - 8" 31.6/ 34.6 G 2'-8" w x 2'-8" wall o n' open mesh metal no cflar2o " exterior mtl. ca e "window' H I OPN'G i� O ' \ 1 �— o. NIT #3 o Q I 0 o ' � i r D � 5 r r 6'-DII ni_ 11 171_QII 11_411 r all rLu N � `- 8" X 8" CAST _ CONC.5URROUND z o 9 OPN'G5 ow[ / 1- r r W UNIT #4 r a D i w p O r of O i r � r 5 r o 1-011 10'-0II r O \\ 4 r \\\ 4 NNENTT - -�--- OTHER U UNIT #1 O. H. CAGE CHUTE UNIT #2 0. H. CAGE CHUTE I .nl nil >6a ® W0. VALVE H/C SERVICE AREA BASE CABINET - WALL MTD, 5" A.F.F. PROVIDE FILLED CELL 5 °? BELOW SILL 1'-O" FROM WINDOW WALL MTD UPPER OPN'G EA. SIDE FOR BRACING _T CABINETS 9'-811 le r _ -7 11-n11 1 11 ELECTRIC WH C,�AIH Floor Plan 1 /411 = 1'-oil w 0 �J OPN'G ABOVE FOR EXH. FAN O COLD ONLY 2'LX4"W TRENCH DRAIN W/4" PIPE 0 0 OF CONCRETE EDGE OF CONCRETE TOTAL SQ. FT. UNDER ROOF = 2313,81 CONC, 5LAB TO CONNECT BETWEEN BUILDINGS (TBD IN FIELD) THESE PLANS ARID ALL KIIOPOSED ARE SUBJECT TO ANY WITnEC �' REQUIRED BY FIELD INSPECTORS TfIAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. CONSTRUCTION CORPORATION Nr LIC. C00013084 • o H O ;H U O ,a a 1�.///Gill •� 0 o w N N oV=4 o a a d. T a M �V B LA e e o a U �l W • V V U v Cu :3 .J N O 4-- .E 4 ` J I 4-J .� 1 V 0 0 _o L LL L O co (1) W a d LL JOB # 03-0501 DATE 10/08/03 SHEET ©,1 A I BAY WINDOW 5HAPED "VIEWPORT" W/WIRE ME5H 51DE5 & ALUM. PANEL ROOF �----I -- ----------- TOP OF CONC. CURB -- - -! - ELEV.--0" - - - - T.O.B. �- CEMENT BOARD CAST GONC. HORIZ. SIDING ABOVE INTERIOR MTD. GONC, SURROUND A7 BLOCK WALL HOP Z. (TYP O SLIDING -� OPN'G5 - - - - METAL DOOR (TYP OF 3) �. kv PAINTED CONC.� TOP OF CONC. CURB ----- - - - - -- ---- BLOCK(T- - - - - -- ELEV. 0'-0" Rear Elevation 1 /4" = 1'-0" CEMENT BOARD HORIZ. 51DING ABOVE = =�E] p (� PAINT (TYP.) 12 1 2 ED A GONG. BLOCK Riaht Elevation 1 /4" = 1 '-0" 5OLAK PANELS 70P OF GONC.RB CU ELEV. 0'-0" Left Elevation 1 /4" = 1 '-0" I I 4 I I' 0 0 I TOP OF GONG CURB - - - - _ELEV. 0'-0" - - 12 21 PAINTED Y _BLOCK (TIP.) YP.) - TOP OFCURB ELEV. D'-0'-0" CEMENTBOARD HOKIZ. 51PING ABOVE CONC. BLOCK WALL CASTGONC. SURROUND AT OPN'G5 EXTERIOR MTD. - - HORIZ.5LIDING METAL DOOR f - - TOP OF GONG CURB - - CHIMP ENTRY DOOR OPN'G T.O.B � m m T. BAY WINDOW 5HAPED "VIEWPORI" W/WIRE ME5H 51DE5 & ALUM. PANEL ROOF F-- I F ---T-- ----- I I I .I ,. El -------- "': PATIO 5LA13 TOP OF CONC, CURB ----- ELEV, 0'-0" -- �-- Front Elevation 1 /4" = 1 '-0" �- CEMENT BOARD GA57 GONC. HORIZ 510ING ABOVE INTERIOR MTD. SURROUND AT CONC. BLOCK WALL HORIZ. SLIDING - OPN'G5 O- (TY METALDOOR 3 OR ) ,I - - - - - PAINTED CONG-�- - TOP OFCURB - - - - - - - - - BLOCK (7Y- ELEV. 0'-0" '-0 T.O.B --10'-0" CONSTRUCTION CORPORATION z J JOB # - 03-0501 DATE 10/08/03 SHEET A2 LIC. C00013084 PV(, GRATE � ! 1 2" X 2" X 1 /4" CONT. ALUM ANGLE @ BOTH SIDES & END OF TRENCH #4 X 6 REBAR @ 2 -0 O.C. WELD TO STEEL ANGLE FIBER REINFORCED PVC 1 GRATE (250# LOAD RATING) i w i QQ Lu 2 #4 CONT. u- #4TRANSVERSE �' t�•�;'�o; REINF, 30" O.C. — 3 - #4 CONT. 1' A-3 TRENCH DETAIL N.T.S. FOOTING SCHEDULE TYPE DE5CRIPTION T.O.F. � II II 24" x 12" CONT. GONC THKN SLAB TOP OF _ > . FT'G W/ 3 • #5 CONT CURB 3" CLR 130TT 7 5/5" W C ONC CURB W/ #4 BAR CONT N II II W 1'-6" x 1'-c5GONG MONO FT'G W/ 3 • < — b #5 CONT 2'-0" WIDE DB'L LAYER 6 X 010/10 TOP Rg F Wln/F @ PERIMETER 3" CLR BOTT +0' 0" + + 7 5/8" W GONG CURB W/ #4 BAR \ \� CONT II II W 1'-6" x 1'4" GONG MONO FT'G W/ 3 M #5 CONT D ° ° \ t 3" CLR BOTT 2'-10" W (ONC CURB W13 • #4 BAR CONT TOP OF CURB 8" x 8" GONG MONO FT'G W/ 1 • #5 VARIES 3" CLR BOTT 3" CL W/SLOPE i W II II a 16" x 12" CONT. GONG THKN 51-A13 TOP OF • FT'G W/ 2 • #5 CONT CURB D �' +° 3" CLR BOTT 7 5/8" W LONG CURB W/ #4 BAR „ +0 0 k ' �' 4 D 0 4" DRAIN / s / CONC. CLEAN OUT W/ALUM. DIAMOND PLATE COVER WASHOUT IN END OF TRENCH GATE VALVE W// CONTROL ABOVE GRADE II II �I TO CHIMP SEPTIC #5 VERT REBAR 5Y5TEM 4b" O,C. MAX (TYP) EXCEPT IN OPN'G5 3!4" RECESS FOR THRESHOLD 4" SLAB C ENTRY 11 WASHOUT VALVE -4" ---/- -----------� ---- i 3Ld,PE 2" I I 1 I i RAISED SLAB FOR BAY WINDOW VIEWPORT MATCH ELEV. HEIGHT --------------------------------------1 SLOPE 4" 5ECTION A -A PATIO SLAB CONNECTTO <�— _ _ _ _ _ _ — _ OTHER DRAIN — In .....................i ------- ------ - -- ----- - -- -- ---------------------- WASHOUTIN END OF TRENCH SLOPE 4" SLOPE 4" :-2" 1 V A y ____ Q - -- ----------- --------- '. _---- -- - - -- --- ... - - - -- --------- I ------- ---- ------ ----- I � 1 I W 4" GONG SLAB 3000 P51 610 X A 10/10 WWM ON 6 MIL POLY V. B. U O OVER COMPACTED, TERMITE w O O TREATED SAND FILL (TYP) : I it 2'4 VALVE UT ' W SHO F_ Q-------- . .... �' r ------- - -------- ---- -- ------- - -------- - - '% 13'-4" 41 36'-0" 51-0 E 2" I I� SLOPE 2" 4 SLOPE 2" I SLOPE 2" Y ck4" 3/4" RECE55 -' 5 �F I r —I _ FOR THRESHOLD 4 I i------------ I i ---LT - I --- -4„------------------ LT IL_J 4,; J .> I 4 ; 4, - N 13 R v. FLOOR DRAIN I I � 2" HIGH CONGLu . \i,47 I I o CURB (TYP) O ® I REVERSE OSMOSIS o 4' \ / CONNECTONLYTO /O \J ,PMENT �:: I CHIMP TIXIT' y DRINKINGPIPE SUPPLY - WH GPVG P-4 --------'---- --- --------- ------------- L-- o` N� ILA" 20'-0" I 20'-0" I SLOPE -.11/2" I I I I ' O N TO SEPTIC SYSTEM (SEE CIVIL ENGINEER PLANS) TO SEPTIC SYSTEM (SEE CIVIL ENGINEER PLANS) THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD II4SPECTORS THAT MAY BE NECESSARY IN ORDER TO Foundation Plan COMPLY WITH ALL APPLICABLE CODES. 1 /411 z 1 '-011 In #5 VERT REBAR 46' O.C. MAX (TYP) EXCEPT IN OPN'G5 4" GONG SLAB 2500 P51 6/6 X 10/10 WWM ON 6 MIL POLY V. B. OVER COMPACTED, TERMITE TREATED SAND FILL (TYP) 1 112" O �Q 4' GONG L SLAB Fp f 5�+ W c: � T� V U V �V J N 4►' Ln ro ® . f 'v .> CL .. � ro v O L � a i I y,_ O CL L u- N V ® C� N L (V i a- ll `° V CL LL DRAIN 0 SLOPE 1 1/2" JOB # 03-0501 DATE 10/08/03 SHEET A3 CONSTRUCTION CORPORATION LIC. C00013084 2 X 0 RATER5 2411 OC 5EE FLAMING PLAN 2 X 4 50FA50A 1 X G FASCIA & 1 X 2 P.T. WD TRIM AND GALV DLI CONT. GABLE END 2 X 4 FLAM 5/8" PLYWD 5HEATH'G 15" FELT HARDIBOARD LAP 51DIN FILLED SOLID CMU CELL z 1 x P.T. BUCK W/ SHIMS g ANCHORED 1/4" MSWSCREWS 18'" D.C. AND AT ENDS EXT. POLYURETHANE SEALANT SEAM ALUM WINDOW SCREWED INTO SOLID CONIC AS DESIGNATED BY WINDOW MANUF FOR 140 MPH/ SEC. GUST WIND LOAD CONT BEAD AT PERIMETER OF VULCAN'SEALANT n WINDOW JAMB/HEAD N.T,5. ALUM WINDOW W/ MAS. SCREWS AS DESIGNATED BY WINDOW MANUF (1 1/4" MIN. IMBED) CONT BEAD AT PERIMETER W/ 'VULCAN' POLYURETHANE SEALANT SLOPE CONC. SILL 100 MIN CONC. SILL W/3/4" RECESS 31[lLSI1I 9]mj&9II! c)____WvvlllNlDj00Wvv nl.r.s. OES 1011 T.O.B. LINTEL 5CHEDULE SAFE SAFE APPLIED APPLIED LINTEL LENGTH GRAVITY UPLIFT GRAVITY UPLIFT BEAM TYPE T05 NO LOAD PSF LOAD P5F LOAD P5F LOAD P5F 151 6'-4" 2200 1080 550 0 8 X 16 GMU 5HORED AND GIP W/ #51T/115 SEE DETAIL A -Ai 132 6'-0" 1255 1140 750 0 8 X 8 FORMED AND CIP W/ 5EE ELEV #5 -iB 133 6'-0" 2300 1875 1800 1020 8 X 12 FORMED AND GIP W/ 445 12'-0" 2T/25 AND #3 TIE512" OC B4 10'-0" 4100 2600 2100 0 8 X 56 GMU GIP W/ #5 1T/26 SEE G-Al TB5 CONT 4100 CLIP LOAD 1250 600 8 X 16 GMU CIF W/ #51T/113 POURED MONO W/ CONC 5LAB SEE E-Al TB6 CONT 4100 CLIP LOAD 1250 600 8 X 1 CMU OF W/ #51TJ1B SEE B-A1 T57 GONT 4100 CLIP LOAD 250 150 8 X 16 CMU GIP w/ #517/1B SEE 5-Al T138 GONT 1 3000 1800 0 0 8 X 8 FORMED AND CIP W/ #51T/16 VARIE5 GENERAL NOTES; OPENINGS WITH 51MILAR LINTEL LENGTHS CALCULATED FOR THE WORST CA5E SCENARIO 1080# UP W1 LTA1 ANCHOR CENTER TRU55E5 24 OC 1080# UP W/ LTA1 ANCHOR 1080# UP W/ LTA1 ANCHOR FLUSH I I I I 1 I I I I I 1 I I I 1 I I I I I I 1 I I 1 I I I I I (RAKE I I FLUSH 1� RjAKE 1 1 1 1 1 1 1 163_2'� IIIII III B2 � (B2 B2 I I 1 1 1 1 1 I 1 1 1 I I I I I 1 (n 11\ I I I I 1 1 ``' w I )�� 4 ' B4 I I I I I I 141 I I I I I I I <¢I�__� 2 1 1 1 1 1 ----------- ----- 1 B4 1 I 1 1 / 1 1 1 I 1 �•-- -- B1 2 X 4 Cj055 h �I I I I I III I I I I I BZ I I I I I I I ,RACING 3 BA'Y�a B2 2 X4 CRO 5 /� l v W 1 , 1 1 I I 1- 1 I I 1 1 I 1 I I 1 1 I I I Q� I I I I I I I I I I I I I I I I I I I I BR�GNG� BAY__ A'LL CELL'5 FILLED S�LIBDZTCIGGNGLAB I B2 L [HEAT �I Aq L CEL FILL D A L CEL15 FILL D -{� ---1 ATJI G UNIT 5 f LID TC�CONC LAB ( I I 5�LID T9 CONCFLAB I I ( INE T� UNIt) I I I I I I f ---�-- 1--Ti 1 I 1 1 1 I 12X4CR0551 BRAC G 2JAY5 B1 RACINP 2 BA�(5 i 1 1 1 I I 1 1 1 1 II I B� 1 I II 1 1 II i 1 1 1 1 1 I I 1 I I I I I I I I I I IT-[ f f TR1�55 M F D FO I I I I TRI�SS TO 0 FOR I I I 1 I I 1 / 1 I 1 1 I 1 1 1 1 1 1 I PANEL5 A 1/4"IDIA I 1 1 1 B4 -- 4 ---- ---� I --- I----1_ B2 --� ( 2 1 (4tOTAL) 2 I I I I I B2 I 1, I I 1 II 1 5 1 1\ 1020# UP W/ TA1 A CHOR B4 82 #UP / LTA1 NCH R 54 102 # UP / LTA ANCH R I I I I o�TLTIBTWANDIfi I I B1 I I I I I I I I I I I al I ROW OF PANE[ 5 II a1 I I I I'I 5 OF OPAN5L5 l I I I I I I I I I I� I I I ---III II -- I _I___ I �I I MTD. f N ROCIF 1 1 1 1 I I I B1 --------- -- ---- 61 B1 1 1/4" DBL 7 MOUNTING ANGLE AT 4 CORNER5 (200# DL EA ) PER 50LAR PANEL SPEC ALIGN W/TR1U55 --------------- TYPICAL 60LAR t PANEL I I I i---------------I PROVIDE 700 L65 TOP CHORD LOAD FOR EA 50LAR WATER PANELS TB6 380# UP W/ LTA1 ANCHOR Roof Framing Plan 1 /411 = 1 1-011 _IGN W/ I _L--- L_ --- -----� — — -- — I I I I'l I 1 1 I II CENTER TRU55 AND PANEL5 2 x 6 TOP CHORD AND FASCIA m B1 2 •2 x 6 GLUE AND GANG NAIL RAFTER5 ALIGNED W/ PANEL MOUNT5 (4 TOTAL) 380# UP W/ LTA1 ANCHOR m 0 rmtsk PLANS ANO ALL PROPOSED WORK AftBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS TIiAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL AP€'LICAZLE CODES. CONSTRUCTION lqV CORPORATION LIC. 0GO013084 a b • o a >r o 0 p m cej � a � o s w N . a � a o a a " 9 � Q �} M n E a O N ti � I W � L 0 V v J ^� W N ry ■ p . v V , ^ f� L1 ILA O O 4— O LL �4-J Q CON n�' W d v v z 0 >An JOB # 03-0501 DATE 10/08/03 SHEET A4 CONT. ROUND GALVALUME TRIM TO COVER EDGE 12 2 CEMENT BOARD PANELS W/ BATTENS CD SEAMS FOR CLG, CEMENT13OAKD SIDING OVER 30# ROOFING FELT ON 5/8" CDX PLYWD SHEATHING 8" CONC. SLAB, 3000 P51 SEE FRAMING PLAN 12--0"17771 -�}---------_— p �o LTA1X. NOM 8" X 8" X 16" CMU WALL WITH GALV. "PUP-0-WALL" LADDER TIES EVERY THIRD COURSE FILL ALL CELLS AT WALLS AROUND CAGE UNITS (INTERIOR AND EXTERIOR) & VIEWPORT WALLS FORM AND POUR 8" X 8" CONC. (HEAD, JAMB, SILL) AT ALL CAGE UNIT OPENINGS W/ 145 RE -BAR �\ REINFORCED WIRE MESH, BAY WINDOW SHAPE 'VIEWPORT W/2" X 2" X 1/4" ANGLE FRAMING W/REINF. GALVALUME ROOF PANEL REINFORCED WIRE MESH FRG/X AVEAMING36"312HA FASTENER W/ HFA INSERTS 12" O.C. PATIO GAGE UNIT INA E WALL SECTION Al SCALE 3/4"=Ill- 0" GALVALUME ROOFING 30# FELT W/PLA5TIC TAG, 12 5/8" CDX PLYWD ON WD, TRUSSES 24" O.C. BY FL. �2 PEG. ENGINEER WD TRUSSES 24" O.C. (TYP) NOM 8" X 8" X 16" CMU WALL WITH GALV. "DUR-O-WALL" LADDER TIES EVERY THIRD COURSE CAGE UNIT FILL ALL CELLS AT WALLS AROUND CAGE UNITS ANTERIOR & EXTERIOR) SLOPE FLOOR TO TRENCH DRAIN (TYP) CAGE UNIT #5 DOWELS W/ 6" 90 BEND &25" EXTEN51ON @ VERT. REINF. (SEE PLAN) p WALL SECTION Al SCALE 3/4 " =1 ' - 0 " 12'-0" SMOOTH 'HARDIPLANK' PANELS W/BATTENS FOR CLG. IN HALLWAYS TYPICAL: 30# BLDG PAPER OF SPACE SEPARATION OF WD, TRU55 W/ CONC. SLAB METAL ROOF WD. TRUSS • LTA1 2 X 6 TOP CHORD TRUSS BEYOND 5/8" 'HARDIPLANK' CLG IN HALLWAYS 2 X 6 P.T, LEDGER W/ 1/2" X 5" EXF. ANCHOR 30" O.C. 2� Beam @ Truss Step Down 12 2 LTA1 FORMED CONCAVE EDGE OF CLG. SLAB 0 WALL JOINT (TYP ALL CAGE UNITS) NOM 8" X 8" X 16" GMU WALL W/ GALV, "DUR-O-WALL" LADDER TIES EVERY THIRD COURSE REINFORCED WIRE MESH PANEL W/2" X 2" X 1/4" ANGLE FRAMING, 3/8' X 31/2" HVA FASTENER W/ HFA INSERTS 12" 0 C. -- _ CAGE UNIT FORM AND POUR 8" X 8" CONC. (HEAD, JAMB, SILL) AT ALL CAGE UNIT OPENINGS W/ 145 RE -BAR FILL ALL CELLS AT WALLS AROUND CAGE UNITS (INTERIOR AND EXTERIOR) CMU OUTSIDE FACE FORM & INSIDE REMOVED I.RiCi 2 X 6 P.T. LEDGER W/ 1/2' X 5" EXP. (2) 10d TYP. EA.TRU55 (3)16D TYP. 2" X 6" TOP CORD 12 12 ..� LTA1 ANCHOR 30" O.C. 5/8" CEMENT BOARD CLG IN 4' X 8' PANELS FOR SERVICE AREAS _ ALL CMU ABOVE WINDOW BM. TO BE W BLK., WITHOUT 8" X 10" CB5 HEADER -- OBSTRUCTION FOR CONT. CONC. FOUR W/ (2) #7 CONT, SERVICE AREA NOM B"X8"X16"0 GALV. "DUR-O-WALL EVERY THIRD COUP, INTERIOR WALLS TO TYP. SERVICE AREA WITH CONNECTION DETAIL @ GABLE SCALE 1 1/2" =1 ' - 0 " EQUIP WX EXTEND ROOF W12" X 6" TOP CORD METAL ROOF OVER 5/8" PLYWD. LTA1 NP GALV. DRIP EDGE & GUTTER f� 2 X 4 FASC 9X 6 FAS 2X6TC 4 CHORD) PERFORATED ALUM SOFFIT CONC. CURB TYP 2" CONC. CURB W/#4CONT. HEIGHT VARI�5 �UE TO & DOWELS TO FT"G SLAB SLOPE (SEE PLAN FOR LOCATION) ---- ----- - -- ---- c —TOP, CURB - -01_ Tyr ) .. p. D .' p .'D '. Vp .: WALL SECTION rfWALL SECTION Al SCALE 3/4 " = 1 ' - 0 " Al SCALE 3/4 " =1 ' - 0 " THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO "AXI CORRECTIONS REQUIRED BY RELJ INSPECTORS THAT MAY BE NECESSAV IN ORDER TO COMPLY WITH ALL k'FLICABLE CODES. ROOF SHEATHING NAIL PER SCHEDULE CONT. 2x6 FASCIA BOARD W/ 1 X 2 TRIM (SEE WALL SECTION) NAIL TO TRUSS W/16d 0 8"0/C q 2x4 DIAGONAL BRACE RESTRAINT a LOCATION AS SHOWN ON PLAN STUCCO FINISH OVER PAPERBACKED GALV e HI -RIBBED MTL LATHE OVER 5/5" THICK s CDX PLYWOOD s GABLE END FASTEN TO SLEEPER W/ 16d NAILS 0 4" O/C TYPICAL CONT. 2X4 SLEEPER FASTEN TO BEAM W/ HILTI XDNI 2-5/8" LG. 18 @ 6" O,C. 41 1 x 4 LATERAL BRACING IN-BETWEEN 'X' BRACING CONC BEAM/CMU WALL METAL ROOF OVER 5/8" PLYWD, EXTEND ROOF W12 X 4 TOP CORD LTA1 TYP GALV. DRIP EDGE & GUTTE� 2X4 FASCIA CEMENT BD. CLG, PERFORATED ALUM SOFFIT 8"Xloll CMU HEADER W/(2) #5 CONT. KNOCK DOWN WEB SERVICE AREA CMU IN RUNNING BOND SHORED AND FORM BOTT FOR CONC.POUR WALL MT'D CABINET OPEN BELOW W/WALL BRACKET ANCHORED INTO FILLED CELL GONC. CURB (TYP) W/ #4 CONT. — #5 DOWELS W/ 6" 90 DEG, BEND & 25" EXTEN51ON 6X6/1.4X1.4 WWF DBL 36" WIDE EKIMETER) MONO. CONC. FT'G - SEE FOUND PLAN. A _WALL SECTION A,V SCALE 3/4" =1 ' - O " '71 in Al 0 .1 CONSTRUCTION Z CORPORATION IV LIC. C00013084 r' rA U � U L c V U (3)cu N Q. . E O V 4-J .F Q) CIO O O U- CL a L = 4-' m .� O C Ca i C.7V N co . �i z O CIO JOB # 03-0501 DATE 10/08/03 SHEET A5 CENTER FOR CAPTIVE CHIMPANZEE DIVISION ONE GENERAL REQUIREMENTS 1-1 INTERPRETATION OF PLANS - THE ARCHITECTS SERVICES DOES NOT INCLUDE 5urffFV1510N OF CONSTRUCTION. THE ARCHITECT DIVEST HIMSELF OF THE RESPONSIBILITY OF THE WORK ERROR5 OR EMISSIONS RESULTING FROM THE INTERPRETATION OF THE PLAN5. IF THE CONTRACTOR BELIEVES HE HAS DISCOVERED ERROR5 OR OMI55100IN THE PLANS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE CONTINUING WORK. 1-2 APPLICABLE STANDARDS - ALL WORK UNDER THI5 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.5.1., A.5.T.M., 0.5.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 TH05E SHOWN ON DRAWINGS SHALL 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 ADJU5TMENT5 MADE PRIOR TO FABRICATION AND/OR INSTALLATION OF AFFECTED WORK. NOTIFY ARCHITECT -ENGINEER IF DISCREPANCIES AF15E THAT MAKE IT IMPOSSIBLE TO COMPLETE THE WORK AS INTENDED. 1-17 FLORIDA BUILDING CODE - THE CONSTRUCTION DOCUMENTS FOR THI5 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' -O" PAST EXTERIOR OF BUILDING LINES. 2-6 FILL AND COMPACTION - PROVIDE CLEAN WELL -GRADED 5AND PLACED IN MAXIMUM 12" LIFTS COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY, A5TM D-1557 AT OPTIMUM MOISTURE CONTENT. COMPACTION 15 TO BE VERIFIED BY AN INDEPENDENT TESTING LABORATORY AND REPORTED TO ARCHITECT PRIOR TO COMMENCEMENT OF FOUNDATION CONSTRUCTION, 2.7 501L BEARING - FOUNDATIONS ARE DESIGNED ASSUMING 2500 P5F BEARING CAPACITY. CONTRACTOR 15 TO VERIFY AND TO NOTIFY ARCHITECT. IF SUCH BEARING VALUES CANNOT BE DEVELOPED IN THE SOIL UNDER THE BUILDING, THE CONTRACTOR 15 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 15 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 - 5TRUCTURAL CONCRETE SHALL DEVELOP A MINIMUM 5TRENGTH OP.5000 P51 AT 28 DAYS. ALL CONCRETE SHALL BE READY MIXED AND IN ACCORDANCE WITH A5TM C-94. MAXIMUM ALLOWABLE SLUMP TO BE 6'. ALL 5LAB5 TO BE 3000 P61 AT 28 DAYS. 3-3 SCOPE - PROVIDE ALL STRUCTURAL CONCRETE, FILLED CELLS, 5LAB5, BEAMS, FOOTINGS, EQUIPMENT PADS, DRIVES, WALKS, ETC. AS SHOWN ON DRAWINGS OR A5 NEEDED TO COMPLETE JOB. 3-4 CONCRETE FORMWORK - ADEQUATE AND SAFE DESIGN OF FORMWORK AND SHORING 15 THE RE5PON5113ILITY OF THE CONTRACTOR. SLEEVE SLAB AND FOOTING AS REQUIRED FOR MECHANICAL AND ELECTRICAL. VERIFY MECHANICAL AND ELECTRICAL REQUIREMENTS FROM OWNERS FIXTURE'5 SPECIFICATION. 3-5 CRACK CONTROL - PROVIDE 6X6,10/10 GAUGE WELDED WIRE FABRIC IN ALL SLABS, WALKS, AND DRIVES AL50 PROVIDE "FIBERME51-I" (1.5 LB5 PER CUBIC YARD) CRACK CONTROL ADDITIVE PER MANUFACTUREW5 SPECIFICATIONS IN ALL SLABS AND MONOLITHIC FOOTING. 3-7 REINFORCEMENT - REINFORCING 5AR5 SHALL CONFORM TO A5TM 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 CORNERS, MAKE HORIZONTAL 15AR5 CONTINUOUS OR PROVIDE COkNER 13AR5. 5AR5 INTERSECTING AT RE-ENTRANT CORNERS SHALL GROSS, 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 5TEP5 IN WALLS, PROVIDE (2) #65 EXTENDING 2'-0" BEYOND EDGE OF OPENING OR STEP, HORIZONTAL 15AR5 AT THE TOP.OF THE 3EAM5 SHALL BE SPLICED ONLY AT MID5PAN BETWEEN COLUMNS AND HORIZONTAL BOTTOM BARS SHALL BE SPLICED ONLY AT COLUMN CENTERLINE. 3 8 EXPANSION BOLTS WHERE REQUIRED 5HALL BE LOCATED AT A MIN OF 5 BOLT DIAMETER5 FROM THE CONCRETE EDGES AND SPACED A MIN OF 10 BOLT DIAMETERS U.N.O. DIVISION FOUR - MA50NRY 4-3 FILL MASONRY CELLS - A5 STATED WITH VERT, REINFORCEMENT AND AT ALL DOOR / WINDOW JAMB5 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 A5TM 0-90, Provide shapes anA sizes required to complete the work with a minimum of cutting and piecing. Provide reinforcement of the types shown on the Drawine6• 4-2 Mortar - Provide mortar type "5" 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 Punning 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/o), typ, all walls. Dur-O-wal shall be continuous, with a minimum splice of 6". Provide prefab tees and corner sections 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. METAL5/FA5TENER5 EXPOSED TO WEATHER SHALL BE STAINLESS STEEL UNLESS NOTED OTHERWISE ON THE DRAWIN06. `4. 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 51TE TO PROTECT FROM MOISTURE. ALL LUMBER AND PLYWOOD SHALL BE IDENTIFIED BY GRADE STAMPS. 1. MIN ALLOWABLE FLEXURAL BENDING STRESS FOR BEAMS 5HALL BE 1500 P51 AT NORMAL LOAD DURATION,' 2, MIN ALLOWABLE HORIZONTAL SHEAR STRESS FOR BEAMS SHALL BE 90 1`51. 3. MIN ALLOWABLE MODULUS OF ELASTICITY FOR POST OR BEAMS SHALL BE 1,500,000 P51. ALL EXTERIOR WALL 5TUD5 TO BE GROUP 2 LUMBER, KILN -DRIED 2X65 MINIMUM F5:1100 1-51, 2XW5 MIN. FB 1500, EXCEPT WHERE NOTED. ALL STUDS TO BE STRAIGHT AND TRUE, FRAMING LUMBER TO BE #1 OR BETTER, MINIMUM F15=1200 PSI.. BLOCKING, BRACING, AND NAILER5 SHALL BE UTILITY GRADE AND PROVIDED AS REQUIRED. PROVIDE BLOCKING AT ALL WINDOWS AND DOOR5 FOR DRAPERY INSTALLATION. 6-4 WOOD IN DIRECT CONTACT WITH CONCRETE, OR MASONRY SHALL BE PRE55UKE 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 TRU55E5 - 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 TRU55 ANCHORS SHALL BE PROVIDED AT EACH BEARING. INSTALLATION 5HALL 5EPARATE BOTTOM CHORD OF TRUSSES FROM CONCRETE (WHERE APPLICABLE) WITH EITHER 30# FELT OR 513CCI APPROVED GALVANIZED OR 5TAINLE55 TRU55 SEATS. 2. PROVIDE 2 X 4 BRIDGING AT 8' - 0" C/C AT THE BOTTOM CHORD AND A5 OTHERWISE CALLED FOR ON THE TRU55 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 DR CEILING HUNG MECHANICAL EQUIPMENT AND OTHER ITEMS SUPPORTED BY THE WOOD TRU55E5 SHALL BE ATTACHED TO THE TRUSSES AT PANEL POINTS. THE GENERAL CONTRACTOR SHALL COORDINATE THE gLLATION OF TH05E ITEMS AND ASSURE THAT PROVISIONS ARE MADE IN THE DESIGN OF THE J015T BY MANUFACTURER rHE CONCENTRATED LOADS IMPOSED AND DIMENSIONAL 51ZE OF THE EQUIPMENT, MELD MEASUREMENTS - TRU55 MANUFACTURER TO TAKE MEA5UREMENT6 IN FIELD AS REQUIRED TO VERIFY OR 'LEMENT DIMENSIONS ON DRAWINGS AND A55UME RESPONSIBILITY FOR FIT OF WOOD TRU55E5. COMPLY WITH "FASTENING SCHEDULE" OF THE 5.13.C,C.1. 2001 EDITION AND OTHER FASTENING REQUIREMENTS CONTAINED IN THE PERTINENT REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION. 6-10 METAL FASTENERS, CLIPS, HOLDDOWN5 - ALL MODEL NUMBERS ARE PER SIMPSON STRONG- TIE COMPANY, INC. IF AN ALTERNATIVE MANUFACTURE 15 USED - SUBMIT ALLOWABLE LOADS, CAPACITIES TO THE ARCHITECT FOR APPROVAL. 6-11 SHEATHING 1. WALL SHEATHING - SHALL BE 4' X 8' X 50' (MIN.) CDX PLYWOOD AND SHALL BE NAILED WITH HOT DIPPED GALVANIZED BOX OR COMMON NAILS AS FOLLOWS: EDGE NAILING - IOD AT 4'O.C. TOP AND BOTTOM PLATE NAILING -10D AT 4'O.C. INTERMEDIATE NAILING -10P AT 8"O.C, 2. ROOF SHEATHING - SHALL BE 4' X 8' X 5&'(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 5' OF A GABLE END. USE 4" FASTENER 5PACING 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 5ECTION5 OF THESE 5PECIFICATION5 BUT REQUIRED TO PREVENT PENETRATION OF WATER THROUGH THE EXTERIOR SHELL OF THE BUILDING COMPLYING WITH PERTINENT RECOMMENDATIONS CONTAINED IN CURRENT EDITION OF 5MAAGNA'5 "ARCHITECTURAL SHEET METAL MANUAL." ALL FLASHING TO BE GALVALUME COMPATIBLE WITH ROOFING MATERIAL UNLE55 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 PERPINDICULAR 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. DIV151ON EIGHT - DOORS AND WINDOWS 6-1 DOORS AND FRAMES -PROVIDE ALL DOORS AND FRAMES PER THE SCHEDULE. HOLLOW AND INSULATED DOORS SHALL BE TOTAL ENCL05ED WITHOUT RODENT GAP INTO PANEL. ALL DOOR5 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 REQUIREMENT5, 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 3114" MA50NRY SCREW (IE. TAP -CON) FOR 11/4" MIN. EMBEDMENT AT 12" OC AND EACH END. DIVISION NINE - FINISHES 9-1 STUCCO - 2.2-COATS OVER CONCRETE UNIT MASONRY: BA5E COAT-1 PART PORTLAND CEMENT, 3/4 TO 11/2 PART LIME, 3-4 PARTS SAND 3. FINISH COAT: 1 PART PORTLAND CEMENT, 3/4 TO 1 1/2 PART LIME, 3 PARTS SAND 9-2 WALLBOARD ALL WALL AND SOFFIT BOARD SHALL BE A CEMENTIOU5 PANEL AND BATTEN (IE'HARDIBOAKD'), SCREW 6" OG AT EDGES AND 12" IN FIELD WITH GALV (RUST RE515TANT SCREWS), 9-4 PAINTING 1. PREPARE SUBSTRATE AND APPLY PAINT COATINGS IN STRICT ACCORDANCE WITH RECOMMENDATIONS OF THE MANUFACTURER OF THE APPROVED PAINT SYSTEM, 2. 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 EXP05ED CONCRETE WITH SMOOTH TROWEL FINISH, APPLY 2 COATS OF CLEAR PENETRATING SEALER, DIV151ON TEN - SPECIALTIES PROVIDE SPECIALTIES AND INSTALL SPECIALTIES AS NOTED, PROVIDE ALL BLOCKING, RECE55E5, ETC. A5 REQUIRED FOR - INSTALLATION OF SPECIALTIES, 10-8 CABINETS SHALL BE PLYWOOD AND PLASTIC LAMINATE FIN15H LOCATED PER THE DRAWINGS AND THE CONTRACTOR FOR` COORDINATION OF SHOP DRAWINGS AND INSTALLATION, DIVISION ELEVEN - EQUIPMENT 11-3 ATTIC ACCE55: PROVIDE PULL DOWN STAIR AND ATTIC HATCH A5 INDICATED ON PLANS DIVISION TWELVE - FURNISHINGS NOT APPLICABLE DIVISION THIRTEEN - SPECIAL CONSTRUCTION 13-1 SOLAR WATER HEATER PANELS- PROVIDE 10.4'X 8' pANEL5 TO BE MOUNTED ON THE ROOF. THE PANELS ARE PT-50-CN PER 'PROGRE551VTUBE'. THE MOUNTS ARE ADJUSTABLE AND FIXED TYPE AND INSTALLED PER THE MANUFACTUKE'5 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 HI5 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 15 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 EXTENTION5 OF FLEXIBLE DUCT (NO FLEX TO FLEX CONNECTION), 4, 5UPPLY 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 A5 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. H05E 5I135 SHALL BE 5RA55 OR BRONZE, FASTENED SECURELY 18" ABOVE GRADE WHERE SHOWN ON DRAWINGS. ALL H05E 13I135 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 5TANDARD5. INSULATION EXF05ED TO WEATHER SHALL DE PROTECTED A5 REQUIRED. 11. GATHER VENTS IN ATTIC A5 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 NEGE55AIZY 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 FIR5T-CLA55 OPERATING CONDITION AND FULLY TESTED AND COMPLETE WITH ALL DEVICES WHICH ARE NORMAL FOR INTENDED SYSTEMS AND TH05E REQUIRED FOR THEIR SAFE OPERATION. 16-2 MATERIALS AND MANNER OF INSTALLATION OF ELECTRICAL SYSTEM SHALL BE IN 5TKICT ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL GOVERNING AUTHORITIES HAVING JURISDICTION, AND THE 5TANDARD5 SET FORTH BY NFPA, U.L, OR OTHER RECOGNIZED TESTING LABORATORIES. 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 ALL REQUIRED ARRANGEMENTS WITH FPL FOR INSTALLATION OF THE SERVICE, PERMITS, AND INSPECTION. 16-7 PANEL SCHEDULE: PANEL SHALL BE CLEARLY MARKED A5 TO ALL CIRCUITS, 16-8 ALL WIRING SHALL BE IN CONDUIT WITH THW COPPER, 16-12 PROVIDE GROUND FAULT PROTECTION ON ALL CIRCUITS SHOWN ON THE PANEL SCHEDULE, USING GROUND FAULT INTERRUPTING BREAKERS, OR DEVICES, 16-13 LIGHT FIXTURES - ALL FIXTURES WILL BE PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO w,;`'Itli CsOR7ECTIONS REQUIRED I Y flELD INS' ECTOIRS THAT MAY BE NECESSARY IN ORDER TO 1 Building 1/411= 1 '-011 Section r I I 4" VTR u,J ` I \ ` I 2"51NK `\ AND `\ I WA5HER \ r _ 3„ (\ \ \ I ' 1 1 112" FL I I 4' FL DRAIN 4" W/ TRAP 3" I 3" WC *'FL DRAIN ,,, I W/ TRAP PLUMBING FIXTURE RISER 5" OPEN CONC TRENCH - GROUT SLOPED 6" REDUCTION TO PIPE GROUT N -1" DRAIN 4" all OPEN CONC TRENCH OPEN \ TRENCH ISER 15 3" 4" DRAIN 4" C.O. 2" SINK AND WA5HER 6"VA FL DRAIN TO HUMAN SEPTIC SYSTEM GATE VALVE W/ MANUAL CONTROL5 TO CHIMP 5EPTIC 6Y5TEM LIC. CGCO13084 I U L) U � J N v� a.L ■■ E 0 `'- U � Q . t„ )I L 0 LL CL /� W Q� L = 4 m .2 Oc 0 U a u z H L5 P4 JOB # 03-0501 DATE 10/08/03 SHEET A6 ELECTRICAL PANEL cir description ole• wire cir de�criptiorl amp pole wire 1 WATER HEATER 30.2 10 2 Hr-'ATER 40•2 8 3 4 5 WATER HEATER 30.2 10 ro HEATER 40.2 8 7 8 9 WATER HEATER 30.2 10 10 RECEPTACLE -GFI 20.1 12 11 12 RECEPTACLE -GFI 20#1 12 13 LIGHTING 20.1 12 14 RECEPTACLE 20.1 12 15 LIGHTING 20.1 12 16 17 LIGHTING 20.1 12 18 19 LIGHTING 20.1 12 20 21 22 23 24 25 26 27 28 29 30 2184 AIR CONDITIONED 50. FT. 0 3 W PER 5Q FT 6552 (2) HEATER WITH 5000W HEATSTRIP 10000 3 - WATERHEATERS AT450OW EA 13500 4 I.IC3HTINr CIRCI11T5 AT 1900W EA AT 125% _.9500 TOTAL FIRST 10000 W CAD 100% 1 10000 REMAINDER @ 50% 1 17626 27626 W@ 240 V I 115 A M F 5 I THEREFORE USE 150 AMP SERVICE I ELECTRICAL LEGEND DUPLEX RECPT.12" A.F.F. 42" DUPLEX RECPT. OTHER HGT. AFF DEDICATED DUPLEX RECPT. QUADRAPLEXRECPT. 240 VOLT KECPT. G.F.I. GROUND FAULT INTER UPTEDRECPT. W.P. WATER PROOF G.F.I. GROUND FAULTINTERUPTED RECPT. --4pCj-- SINGLE POLE SWITCH �f-�- THREE WAY SWITCH CEILING FAN FE05TAT JUNCTION BOX EXT. FOR SURFACE MOUNTED LIGHT FIXTURE k(2-84" WALL MOUNTED LIGHT FIXTURE W/ MT'G HGT. Ij CEILING MTD. FLUOR LIGHT FIXTURE ��—J4, SINGLE FLUOR. STRIP - LENGTH AS INDICATED 41 2 LAMP FLUOR STRIP - LENGTH AS INDICATED �D SMOKE DETECTOR EXHAUSTFAN L� DISCONNECT I �l— METER —Q ELECTRIC PANEL W/ CIRCUIT BREAKERS (RECE55ED) TELEPHONE JACK 11/4" DIA COMPUTER NETWORK CONDUIT W/ FISH LI NE FOR CAT 7 CA13LE CEILING FAN (L WALL MTD EMERG. EXIT LIGHT WALL MTD 5ECURITY LIGHTS ON BATTERY PACK MAIN D15C 150A-2P-NEMA-3R 120/244OV-1PHA5E / 3W /5N 150 AMP DI5C FPL TO SUPPLY SERVICE TO METER NOTES: • ELEG. CONTR. TO VERIFY LOAD OF ACTUAL EQUIP. INSTALLED ALL WIRE SHALL 6E THW COPPER 1/0, 1/0, 1/0, THW GU IN 1 1/2" DIA C #4 CU IN 3/4" C CLAMP TO MTL WATER SUPPLY DIRECT BURIAL CLAMP TO FOUNDATION 5T'L REINR W/ PVC GLUE COVER & 5/6" DIA. X 8' GROUND ROD ELECTRICAL R15ER NO 5CALE SUPPLY DUCT FOR HTR WALL MTD _ OSCILLATING FAN 0D 7-6" A.F.F. SUPPLY DUCT - FOR HTR WALL MTD OSCILLATING FAN (0 7-8" A.F.F. TO OTHER EXT DOOR LIGHTS 12 F WP GFI M i 150 AMP MC5 PANEL 14 �I ) /i Fv IL__y FAN D 6 Cho HTR. UNIT IN ATTIC WALL MTD 05CILLATING FAN OD 7-8" +l- A.F.F. WALL MTD OSCILLATING FAN 0) 7-8" +l- A.F.F. ---------- zr _ I � y ¢¢l4—�A 14 ".8 FAN 14 LJ r*i--- —__ FAN CHUTE I, I L - J D 14 Lj 'FAN It- -7A, WALL MTD 05CILLATING FAN @ 7-8" +/ A.F.F. _ 5UPPLYDUGT FOR TP. HTR. UNI IN ATTIC ' I-� SUPPLY DUCT I . WALL MTD -y FOR HTR FAN OSCILLATING r FAN 9 7-8" +/ A.F.F. L / D 14 J FAN / - - - --- -- O.H. 17— \ I 17 15 EXIT I LIGHT \ 10 WALL MTD FIRE ` 42" F 1 72" AF 10 " AFF PH EXTINGUISHER W Q D GF FI vFl BELOW SWITCHES D GFI LV2" AFF Q GFI 12 E --- -114 Wr REVERSE � � 9 EVXH FAN � OSMOSIS * NOTE: PROVIDE FLOODLIGHT ON MASTHEAD ON ROOF C�1 EA. END FOR REAR YARD. (SWITCH INSIDE) WALL MTD 0 74" ABOVE EXTERIOR 5LAB (TYP) —>\ TO OTHER EXT q}{ DOOR LIGHTS GFI Lu X 12 A TO ROOFTOP r EXH, FAN Z (Q, 1 FLOODLIGHTS IA614 WATER PUMPS 0VE IN 19 MTDP J EXH. FAN \ WALL OPN'G�� \ 1 7g GFI 12 ABOVE IN / &CONTROLS WALL OPN'G TO OTHER WALL — EXH FAN ELECTRIC METER *NOTE: SOLAR HEATED WATER STORAGE TANKS Electrical Plan 1 /411 = 11-011 11 PLANS a P �•i2�•�0�9!s•J s 'Jiaia�2•'ca•�O��itzi2P•':1I ME • / 1 • •O TO OTHER MAY BE NECIES ECTORS THAT 2AP,'Y IN ORDER TO COMPLY CONSTRUCTION IV CORPORATION LIC. CGCO13084 d � a Y tO o � �a 0 o, o U 77 ,moo � � � o R � M � N K d � O o a s 8 � � i.. o Q o a y rn o 0 U � 'L) U N J CL .. E L O V CL '- V � L 00 LL. CL W L = 4-J m.N O = o- L (D V a u- A 1 II �� v-�" JOB # 03-0501 5 DATE 10/08/03 2 SHEET A7 FOR C1 IIMPANZEE CARE w _ w, . 1:mc:)' z POD XPANSION LL ST. LUCIE COUNTY, FLORIDA Orange Avenue, S.R. 68 rn 0 10 � 0 i a 0) v � a c o L c Rd to AUICJ:G INDEX OF SHEETS 712 01 COVER Subject Site 02 EXISTING CONDITIONS TWP: 35S Range: 38E Section: 25 03 OVERALL SITE LAYOUT Location Map & GRADING PLAN Propery Description: Lot No. 211-0001-00012 04 TYPICAL POD PLAN & TYPICAL SECTIONS 05 PHASE 2 WELL AND SEPTIC di LUCIECOUNTYHEALTHDEPT, DETAIL, PLAN iNVIAONMENTAL HEALTH SECTION SITE PLAN APPROVED FOR CONSTRUCTION THESE PLANS AND ALL PROPOSED WORK SUPEpCE E AL P EVIDus SITE LA S F T 06 PHASE 2 WELL AND SEPTIC ARE SUBJECT TO ANY CORRECTIONS DETAIL PLAN qv REQUIRED BY FIELD INSPECTORS THATdI�YdEPt . MAY BE 14ECESSARY IN ORDER TO v,% COMPLY WITH ALL APPLICABLE CODES. 07 DETAILS & SPECIFICATIONS Gorlszrl�fng�n�ineers ���0�'� � __ T35 G�olorgdo.�7ve.. Suite 1 Srzr�trt ,�I3�994 � � ,; �; � ��\ phone.• /TTZJ Z�1864D � � `' `�' FLOP IDA CERTIFI-ATE 0 A THOR'ZAh, iN No. OODDr,03 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 48311669 EXISTING 36* METAL Cl EAST INVERT 16.1' WEST INVERT 15.6' D.D.T. STATION 120+68.50 N 2319.9459/ E 4831.4635 NW CORNER OF THE NW 1/4 25-35-38 NW PROPERTY CORNER FALLS BETWEEN DITCHES BENCH MARK #2, 3/8 IRON ROD, ELEVATION 22.00' WITNESS CORNER N 5000.3891 E 5006.2253 EXISTING 3l METAL CULVERT EAST INVERT 15.2' WEST INVERT 15.9' NORTH LINE SECTION 25-35-38 �j ®4 d S th Y \ ®�i d ,r20' WIDE DIRT ROAD N — — — — — — — - ��// ROAD RIGHT-OF-WAY FOR GOLDSMITH ROAD (50'R/W) XI I IN -------- — — --- -- --- — \ — — — — — — — — — — — — — EXISTNG 36" METAL CULVERT- 90mINVERT 15.5' SWiH INVERT 16.0' \ ES EXISTING CULVERT \ \ TOI BINGS5,EE{{,,���,,D��ttITC TED OR TO BE REMOVED FILL D PERdAN UPON COMPLETION OF 1-STORY —.e EXISTING Administration Building F.F.E.-23.5 I —Existing Shed F.F.E.-23.5 WELL WITH CONCRETE Exist. Chimpanzee Introduo8on Unit F.F.E.=23.5 Existing Grainfield Exist. Group Houslna V,YS TING Set F.F.E. �E--�� 23.5 NGVD PHASE I �a 20.6' ' r i / FafTsP'�In9 PFlV %1 y SW PROPERTY SOUTH UNE NORTHWEST QUARTER 25-35-38 LINE PROCEEDS THROUGH CENTER OF DITCH S89`2H CORNER FALLS BETWEEN DITCHES N 2318.7664 E 4974.0628 SW CORNER OF THE NW 1/4 25-35-38 I ACCESS NEW CONTROL STRUCTURE EXISTING CONTROL STRUCTURE --'TO BE REMOVED UPON COMPLETION OF NEW CONTROL STRUCTURE EXISTING DITCHES TO BE EXCAVATED OR FILLED PER PLAN EXISTING CULVERT TO BE REMOVED EXISTING DITCHES TO BE EXCAVATED OR FILLED PER PLAN EXISTING CULVERT TO BE REMOVED BENCH MARK #3, 3/8 IRON ROD, ELEVATION 19,95' WITNESS CORNER N 4932.3930 E 7473.1471 1/4 CORNER OF THE \ /NW 1/4 25-35-38 1. r DD Pl O C 0 O c/) U ID U J Z I s � a � o w o z_Q O Q olJ F w z U O n z wat J a z � W �IU PROPERIY CORNER FALLS 11' DITCH N 2295.5032 E 7496.2527 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 0 N [Ij Lit > 1n 12� a oa M oD o N M O :- U-Ej-mL, N O Z w OLLJ C) H Q Z Z w U J EliY L L, w0o 0<w Ell 0 0 U lElfJ Q (n 0 O (I- U d z I I O_ O W N W K J a z W U Ed o w CID ` im ® Z -0 rlt I.L. - - W V b rl W V IQ O O J Li z 0 U w U SCALE: 1 "=200' 0 200 400 F i0 PROJECT # 02 07 SHEET OF SEED AND MULCH ALL DISTURBED AREAS 20' 20' 3' 10:1 SLOPE 10:1 SLOPE 3- EL 23.Ot - - - - NATURAL GROUND EL20.0 - 21,0i M EL. 17,4 � - iN N L1 3 MAX. VARIES PER NSLRWCD REGULATION OF HEADER CANAL STAGES BOTTOM ELEV, 14,0 NORMAL DRY REASON (HIGH WATER) CONTROL EL.e17.40 "1 OUTFALL DITCH DETAIL NOT TO SCALE SLOPE TO MEET EXISTING GROUND ELEV. 18.0-20.0 -0 MEET EXISTING TYPICAL SECTION PERIMETER BERM (FOR ALL AREAS NOT ADDRESSED BY SECTIONS BELOW) NOT TO SCALE - 30' PERIMETER ROAD EXISTING DRAINAGE DITCH VARIES 20'-40' MIN, PERIMETER ELEV. 22.00 EL.=21.40 PERIMETER ROAD COMPACTED TO 95% OF MAX. DENSITY PER AASHTO 7-99 EL 17.4 p EXISTING DITCH \ TO BE CLEANED TYPICAL PERIMETER SECTION SOUTH AND EAST BOUNDARIES NOT 10 SCA1I- 30' PERIMETER ROAD 40' J 1 4 TOP I /A,_- i VARIES PER NSLRWCD REGULATION OF HEADER CANAL STAGES NORMAL DRY SEASON (HIGH WATER) CONTROL EL=17.40 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 CULVE EAST INVERT 16.1' REST INVERT 15.8' 6:1 min. Access to Top of Berm (PUMP STATION U Proposed Levee See Section this Sheet (Typ. West/North) w 10' I I L N 0 Z 0 U w j � w to a a o w Z � a 0N w C) I" LoLn Z ►� � F Vi 3 N N o � to ILI CD 0 O �I Q o 0 z Q al W al O �I Q I LL N I O LLJ 7� z =I W H- 25.0' I z (> 77.0' 65. ' K o II a Of O I ¢ U I- 0 n V o z I I N x w I N a m D.O.T. STATION 120+68.50 N E NW CORNER OF THE NW 1/4 25-35-38 NW PROPERTY CORNER FALLS BETWEEN DITCHES BENCH MARK q2, 3/8 IRON ROD, ELEVATION 22.00' Proposed Levee WTHESS CORNER P N 5000.3891 See Section this Sheaf E 5006.2253 EXISTING 36' METAL CULVERT (Typ. West/North) EAST INVERT 15.2' WEST NVERT 15,9' o NORTH LINE SECTION 25-35-38 Goldsmith Road A20' WIDE DIRT ROAD N - - - - - - - - _ -ROAD RIGHT-OF-WAY FOR GOLDSMITH ROAD (50'R/W) - ------ XIS IN - - - - - - - - - - - - - - - - - - EXISET49 6G --� Adrr=VNMn Bulld'%F{Yj23.5 Exist. 1. ffl hhaffAw I n f ro d u c tid irf-EiYffi f Existing DraInfleld §t. Grgyp Ggal,4gg4 Set FSFT FF.E 23.5 HIV$ INV.=18.20 2,40D406X Resi�l�'�18�� INV.=18.10 Proposed wo Septic Tank m I GroupG)04siq$ E (Ty0pbfy sZ90 A (2.2 a6?isI �170 LF-36" CMP INV.=14.50�Propposed DroInBI2RP01F66 CONTROL S' (SEE TAIL PROPOSED 140 LF OUTFALL DITCH 1 36" CMP INV =18.10 2,400 S.F. 2,4 E2� � Residenc F.F.E.=24.=18.20 AVAILABLE ' Group Housing (Typical) 11000 S.F. INv.=1 Building F.F.E.=24.5 5xm S.F. -. /a 30' PERIME 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 g3, 3/8 IRON ROD, ELEVATION 19.95' WTNESS CORNER N 4932,3930 E 7473,1471 1/4 CORNER OF THE /NW 1/4 25-35-38 5,000 S.F. Fenced Area �a S.F. B`ding A Proposed Option Future Well ollon o peed Development Area/ g Sept Tank Temporary Spoil Stockpile ep Area 18,aoa s.F. 30' Fp710.4i�LE (TYPicoQ 1y, INV,=1B, 90 13.400 S.F. - AVAILABLE- '/� 9 %% I INV.=18.00 Lake III INV.= - - - - - 18.10 \ \ POD 100;; `I 13,400 S.F. I� AVAILABLE so 24.3) Lake 22aD rrn 11.53 Ac. ' ® E.O.W. 13,400 SF Y, / AVAILABLE 100, V✓�J9'/� / POD 11,'�� u I 'TYP INV.=18.00 0 I �-(TYPICAL) Lake o � 1 POD 12'; INV.=18,00 --- Lake E4ayo y00 tiry ry~ i� I INv.=18.00 93 CONTROL \. 2zoD vv EL=17.4 V BERM ..1690 INV.=18.20 __ ---- -STORY INV.=18.00 INV.=18, 40 \ RESIDENCE _ Droinfield \ • d'e^ / EXISTING INV.=18.00 /9� ROL STRUCTURE F TO BE REMOVED / 9 F.F. . 3.5 / TING\'9 �CON�ETE i IMPR ENS POD 2 I _:� I I 1 L - J/ ExF3ahfrvg�a�o q, r 1�11 �FOtf i LI / LE�lee I �A 24" LF INV,=18.00 \ / /� INV CMP ^- _- - - - \ INV.=13.4 INV.= IS �� \ POD 3 POD 4 / It �v ROPOSE IMP VEMENT I 'sue � Sepfio T nk 'a1' 1 -� LLqke Proposed Y67 Aq Propo ed l ry Well Location ®.�,.7 p •C. W __ flGo aw E.�. W. AviReQBlSB � T 100' I 1r r \� \\ V� TYP I :'w ;,'� POD 6 V A INV.=13.50 INV.=18.00 (TYPICAL) ISLAND CONTROL -0 STRUCTURE (TYP. 2 INV.=18.00 70� (SEE DETAIL)) I 7 50 FUG U I EVM�'NT / do \ POD 7 114\\` Fenced Area 1/ -INV.=18.40 - MISTING DITCH SW PROPERTY UTH LINE NORTHWEST QUARTER 25-35-38 LINE PROCEEDS THROUGH CENTER OF DI CORNER FALLS BETWEEN DIrCHES DRAINFIELD AREA E 4974,0628 6:1 min. Access (Typical) SW CORNER OF THE NW to Top of Berm 1/4 25-35-38 EXISTING DITCH VARIES 25-30 o 1 10 1h - 01 ,i ?0 EXISTING GRADE `vim -_. - - _ - - _ _ - _ - ELEV=20.02 - _ - _ - _ - - _ - EL. 17,4 0 /I PERIME ERROAD MAX DENCOMPACTEDSITY PER TO T-99 \ EXISTING DITCH 95VARIES PER NSLRWCD REGULATION TO BE CLEANED / OF HEADER CANAL STAGES I NORMAL DRY SEASON (HIGH WATER) / CONTROL EL.=17.40 - TYPICAL PERIMETER SECTION NORTH AND WEST BOUNDARIES NOT TO SCALE / INv.=18.20 8,800 S.F. / 1800 -INV 1820 -- - INV.=18.30 /// /TT\. AVAILABLE 1 INV.=18.50' IM%- 1830 ��o INV -18.60 O -_ - 30' PERIMETER ROAD 589 -8'18 E 2522.30' 2,400 S.F. 30' Perimeter Road Residence F.F.E.=24.5 See Section this Sheet (Typ. East/South) THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY F ELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 6:1 min. Access to Top of Berm 30' Perimeter Road See Section this Sheet (Typ. East/South) FUTURE DEVELOPMENT PROPERTY CORNER FALLS IN DITCH N 2295.5082 E 7496.2527 t' r >W' LEGEND 4.. PROPOSED SHELLROCK ROAD ?' PROPOSED SPOT ELEVATION qOs EXISTING SPOT ELEVATION SCALE: 1 "=200' 0 200 400 800 O o O N DI w' cn, Q O Q m. O cli (if m O: a- w cl� o 0� N LL LL M LL O Z w Q Q LLI Z W O J L0 �:�Z U�L�� Q joQLJ OOP U Q W ct SO� Q J U7000Ud Ud Z I I O (n > z o w , > w CC a w Z w C7 _- Nl W o I Q o\ qt T � w Q0 �. l"- _ tC o ,Z :. a O r.1 0 �W !11114� aa se-4_� wa � �.j z 0 0 Li U J V7 PROJECT # . 03 07 SHEET OF Exist. Group Housing ■ Set F.F.E. @ 23.5 NGVO 1 1 1 1 11 ?, 400 S. F. Residence -7 —Tl L� LJ Proposed Grainfield Area (typical) Proposed Septic Tank Group Housing (Typical) Proposed Septic Tank Outdoor Area (2.2 acres)(typ.) Proposed Grainfield Area (typical) 21400 S. F. Residence \ F.F.E.-24.5 �/— T �1_ J 1 1 1 / / / POD 3 I � I ' \ I I \ - r \ -- Proposed Well Location / 75 Fro m Grainfield (ty _p. �-7 T\ ��, —_ --_ / , POD 5 ' / I I I \ ------------------------ ----------------- POD 7 ------22- _ -24_' -26 / � I � / I „I POD 4 ' I I I I I \\,-------' Proposed �o , Septic lank ,° F��L_1_Zi / Lake / I 19.97 Ac. Proposed E.0.W. Well Location i Proposed \ /----- Septic Tank 7-- � \ \ y POD 6 vv I 1 ----------------------- THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. //— ----_---------�\ \ I ' I I I l I III l I POD 8 1 1 1 1 I a6 , 1 v 1 � /> Xv \ I F/�7_�� / / i / I'I \ I d2 • , I \ � I \ I I / 1 � / SC LE: V '= 6-0 3 \ 60 120 \ IM O N 0 Q o� o �� II co� o � N 0 z L.I_ LijoF-a w z Z Y W J 0 J W U_' 3 U � L� F. Q�-(naw000 Uaw=ofa� (n O C) O U 0- U 0- z c cn O W Of W Of Q w r/ 0 Ld ao o� ui o: _cam co o -, p - ice Q 0 r � M�1 F o J � w ^C V �a FEW �•� 40 D w o V w U D J H (n PROJECT # . 06 07 SHEET OF in Ly a � N s o a N O o N ° �- d o z g x X a . . v $ a' 054 a 3„ =N II r Gn 2" C fA�l\ 5 I I `mot �I Eye Bolts 1 See Index 201 V4 Bars 2" Ctrs. SECTION TYPE E INLET Recommended Maximum Pipe Size: S-O" Wall-24" Pipe 4`-5" Wall-42" Pipe TOP VIEW Straight Bars 2"x is Reticuline BarS14"x ll 16 Bands 121`X y" Approx. Wei91 1 215 Lbs. TYPE E GRATE (FOR CONTROL STRUCTURE) GRATE EL.=21.5 3" CIRCULAR BLEEDER PIPE INV.=14.5 BOT. EL 13.0 FRONT VIEW j' ISLAND CONTROL STRUCTURE TYPE "E" INLET (MODIFIED] TOP VIEW EL.=19.60 BOTTOM EL.=17,70 BOLTED 3" ON CENTER W/ MASONRY BOLTS. CMP J L- 1 SIDE VIFW 42" NOTCH INV.=17.4 1 11-4 L FRONT 'VIEW CONTROL STRUCTURE TYPE "E" INLET IMODIFIEDI 2 X. A I: �i II GRATE EL=19.30 4" MIN. EXISTING NAT. GROUND AVERAGE EL. 19.00±� 1 1 BOT. BAFFLE EL.=17.2 a PIPE INV.=14.0 STRUCTURE BOT. EL. 13.0 �i J EXISTING GROUND REMAINING BACKFILL 6" MAX. SIZE GRANULAR BACKFILL BEDDING MATERIAL 5-1/2" UNREINFORCED CLASS 1 CONCRETE (WITH FIBERMESH ADDED) 1- 12" STABILIZED SUBGRADE COMPACTED TO 98% OF MAXIMUM DENSITY AS PER AASHTO T-180 & A MINIMUM FLORIDA BEARING VALUE OF 75 PSI. CONCRETE PAVEMENT SECTION N.T S NOTES: 1. BEDDING MATERIAL SHALL BE HAND PLACED IN 6" LIFTS AND SHALL CONSIST OF IN -SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK 3/8"-7/8" SIZING. UNSUITABLE IN -SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGER ROCK SHALL BE REMOVED. 2. THE RIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES, 3. THE PIPE SHALL BE PLACED IN A DRY TRENCH, 4. BAC KFILL SHALL BE I DONE NTH APPROVED MATER AL CLEAN AND FREE OF ROCKS, MUCK AND OTHER DELETERIOUS MATTER AND COMPA CTED BENEATH THE HAUNCHES OF THE PIPE USING MECHANICAL , TAMPERS TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-59. 5. BA OKFILL TO BE COMPACTED ALONG SIDES F I L G THE S DE 0 THE PIPE AND TO A POINT ONE FOOT ABOVE TOP F 0 BO E THE 0 0 THE PIPE TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T 99. 6. A. WHERE PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE THE REMAINING BACKFILL SHALL BE COMPACTED IN 6 INCH LAYERS AND COMPACTED To 95% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, B. WHERE 'NO" PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE THE REMAINING FILL SHALL BE COMPACTED IN 5 INCH LAYERS TO ,A DENSITY 90% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, 7. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL TRENCH SAFETY REGULATIONS TYPICAL TRENCH DETAIL N.T.S. Z-- SLOPE TO MEET EXISTING GROUND EL. 19.0#, MAX. SLOPE 3:1 i 15' SWALE 0 x \� VARIES PER PLAN 6" COMPACTED SHELLROCK FBV 50 psi, 98% MAX PER AASHTO T-180. 12" STABILIZED SUBGRADE 98% MAXIMUM DENSITY PER AASHTO T-180. TYPICAL SECTION STABILIZED SHELLROCK ROAD NOT TO SCALE RECOMMENDED TOE -IN NOTE' SILT FENCE SHALL BE INSTALLED PER MANUFATURER SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. EROSION AND SEDIMENTATION CONTROL NOTES Construction activities can result in the generation of significant amounts of pollutants which may reach surface or ground waters. One of the primary pollutants of surface waters is sediment due to erosion. Excessive quantities of sediment which reach water bodies of floodplairs have been shown to adversely affect their physical, biological and chemical properties. Transported sediment can obstruct stream channels, reduce hydraulic capacity of water bodies of floodplains, reduce the design capacity of culverts and other works, and eliminate benthic invertebrates and fish spawning substrates by siltation. Excessive suspended sediments reduce light penetration and therefore, reduce primary productivity. MINIMUM STANDARDS 1. Sediment basin and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -distributing activity and shall be made functional before unslope land disturbance takes place. 2. All sediment control measures are to be adjusted to meet field conditions at the time of construction and be constructed prior to any grading or disturbance of existing surface material on balance of site. Perimeter sediment barriers shall be constructed to prevent sediment or trash from flowing or floating on to adjacent properties. 3. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain undisturbed for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left undisturbed for more than one year. 4. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well cs soil intentionally transported from the project site. 5. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that, in the opinion of the Reviewer, is uniform, mature enough to survive and will inhibit erosion. 6. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 7. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The sediment basin shall be designed and constructed to accommodate the anticipated sediment loading from the land -disturbing activity. The outfall device or system design shall take into account the total drainage area flowing through the disturbed area to be served by the basin. 8. After any significant rainfall, sediment control structures will be inspected for integrity. Any damaged devices shall be corrected immediately. 9. Concentrated runoff shall not flow down cut or fill slopes unless contained within on adequate temporary or permanent channel, flume or slope drain structure. 10. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 11. Sediment will be prevented from entering any storm drain system, ditch or channel. All storm sewer inlets that are mode operable able duringconstruction shell be protected so that sediment -laden water cannot enter the conveyance system with first or otherwise r out rst being filtered se treated to remove sediment. g e t. 12. Before newt constructed stormwater e temporary or sto water conveyance channels r P Y are Y Y made operational, adequate outlet prote ction and any required temporary or permanent channel lining sholl be installed in both the conveyance channel and receiving channel. 13. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 14. When a live watercourse must be crossed by construction vehicles, a temporary stream crossing constructed of nonerodible material shall be provided. 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse Is completed. 16. Periodic inspection and maintenance of all sediment control structures must be provided to ensure intended purpose is accomplished. The Developer, owner and/or contractor shall be continually responsible for all sediment leaving the property. Sediment control measures shall be in working condition at the end of each working day. 17. Underground utility (Ines shall be installed in accordance with the following standards in addition to other applicable criteria: A. No more than 500 linear feet of trench may be opened at one time. B. Excavated material shall be placed on the uphill side of trenches. C. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property. D. Restabilizotion shall be accomplished in accordance with these regulations. 18. Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by tracking onto the paved surface, where sediment is transported onto a public road surface with curbs and gutters, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area, Street washing shall be allowed only after sediment is removed in this manner.This provision shall apply to individual subdivision lots as well as to larger land -distributing activities. 19. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, in the opinion of the Reviewer. Disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 20. Properties and waterways downstream from construction site shall be protected from sediment disposition and erosion. 21. Phased projects should be cleared in conjunction with construction of each phase. 22. Erosion control design and construction shall follow the requirements in Index Nos. 101, 102 and 103 of FDOT Roadway and Traffic Design Standards. 23. The Reviewer may approve modifications or alter plans to these erosion control criteria due to site specific conditions. Technical Specifications The Center for Captive Chimpanzee Care 1. Clearing and Grubbing: Clearing and grubbing shall be performed within the limits of the project work in accordance with Section 110, Florida Department of Transportation (FDOT) Specifications. This item shall include, but is not limited to, the complete removal and legal disposal of all trees, brush, stumps,'roots, grass, weeds, rubbish and other undesirable material to a depth of 18 inches below natural ground or proposed finished grade, whichever is lower. The areas to be cleared generally consist of that area on the plans designated as the project area and consists of about 14.6 acres. All areas immediately adjacent to the clearing operation shall be protected by the installoton of temporary silt barriers in accordance with the requirements of the South Florida Water Management District (SFWMD). Further erosion control shall be accomplished by seeding and mulching all disturbed areas as soon as they are at final grade, per the specifications for seeding and mulching, Section 3 below, All material shall be removed from the site and shall be disposed of in accordance with all local, state and federal requirements. Material may be burned, upon Contractor receiving all necessary burn permits. Any unburned debris shall be disposed of as specified above. 2, Earthwork and Grading: All earthwork and grading shall be performed as requireo to achieve the final grades, typical sections and elevations shown on the plans. In all other respects, materials and construction methods for earthwork, embankment, excavation and grading shall conform to the requirements of FDOT Specifications, Section 120. Any plastic or otherwise undesirable material within 35 inches of finished road grade shall be removed and replaced with suitable material. The contractor shall separate topsoil from the rest of the backfill material and shall place the topsoil as the last lift on the island to aid in the establishment of a good grass cover after seeding and mulching. 3. Roadways: Roadways shall be stabilized and finished with a course of shellrock as detailed on the drawings. Subgrade and shellrock specifications shall be as specified below. A. Shellrock: Cemented coquina (shellrock) base material shall be compacted to 98% of maximum density per AASHTO T-180. All limerock shall meet the minimum requirements of FDOT Section 915. B. Sub -grade: Sub -grade shall be compacted to 98% of maximum densityr AA - per AASHTO T 180, and stabilized to a minimum FBV of 50psi. Sub -grade shall be thoroughly rolled with a pneumatic tired roller prior to scheduling any sub -grade inspection. C. Sod: A two -foot wide strip of bahia sod shall be placed along the edge of the constructed roadways to aid in prevention of erosion and soil stability. Sod shall be placed in conformance to FDOT Section 570, 575 and 981, D. Seed , Fertilize and Mulch: All disturbed areas shall be stabilized with seed, fertilizer and mulch upon completion and acceptance by Engineer of final grading. Seed, fertilizer and mulch shall be in conformance to FDOT Sections 570, 575 and 981, The Contractor is responsible for establishing a stand of grass sufficient to prevent erosion and to allow removal of the temporary silt fences. The seed mixture shall be 40% millet and 60% bahia. E. Testing: The Contractor shall secure the services of an approved independent testing labo ratory to conduct all required testing on sub -grade, base and concrete. Locations required for these tests shall be as determine d b the Engineer rin du the progress f Yss o work. Should S ou d on 9 P 9 Y tests fail, contractor shall at his own expense, repair the deficiencies and retest the work until compliance with the specifications is demonstrated. 4. Drainage Improvements: All labor, materials and construction methods shall be in conformance to the minimum engineering and construction standards of St. Lucie County and FDOT Specifications. Trench excavation and back -filling operations shall meet or exceed the requirements of FDOT Specifications, Section 125. The Contractor shall provide the necessary back -fill compaction testing required to demonstrate compliance with this section. The pipe trench shall be dry when pipe is laid and the pipe shall be bedded per the details and per FDOT specifications. The Contractor shall comply with Chapter 90-96, Laws of Florida, which requires the Contractor performing trench excavations over five feet in depth comply with all applicable trench safety standards and shoring requirements as set forth in the Occupational Safety and Health Administration's (OSHA) excavation and safety standards, 29 C.F.R, 19926.650, Sub -part P and incorporated as the State of Florida standard, as revised and/or updated. The cost of compliance with this requirement shall be included as a separate line item on the Contractor's bid. Otherwise, Contractor certifies that the cost of compliance is included in the unit cost of all items of work to which this requirement applies. A. Corrugated Metal Pipe (CMP); All CMP shall be aluminum alloy, round, helical -wound corrugated pipe conforming to AASHTO-M 196-74 and FDOT Section 945. Pipe ends at joints shall be reformed to annular corrugations for the complete band width. All joints shall be soil- tight. All connecting bonds shall be corrugated annular coupling bands. A Neoprene gasket of at least 7 inches wide by 3/8 inch thick shall be used for all pipes of 36-inch diameter and smaller. Larger pipe sizes require gaskets of at least 10-1/2 inches in width, All CMP shall be installed at maximum lengths to reduce the number of joints. B. E-Inlets/Control Structures; Pre -cost catch basins shall meet the requirements of ASTM Specifications C-478 and 64T and FDOT Specifications, Section 425. Concrete for catch basins shall have a minimum compressive strength of 4,000psi at 28 days. All grates shall be valley gutter type, cast iron, traffic bearing design. C Trench Backfill shall be as shown in the Drainage Details. In addition, testing under paved areas shall be as follows: One test location midway between structures and one test location adjacent to each structure. Engineer may request additional locations. Testing in each location shall begin in the first foot above the culvert with tests every two feet to within two feet of the sub -grade. Density shall be to 1O)OAkarcent of maximum as determined by AASHTO T-99, TI'IESE PLAN; AND ALL NIC^OSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS TEAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CCCES, mI of o } 0 X a oa m O ZD 10 C4 O m Of 0 X N W U_m u_ O z Ld H 1W- Q Z Z LLJ U 0 JW i.2�C.J�4._F-- _J Q I- N Q W 0 0 0 UQ WIX Z: a_QJ vl0000aUa z O Ln LJ z �> I w a z w 0 0 o � o � I 11 eCrr W It 0- t CD Z OC- r 1�1 V � U �1 ICC�1,, a �J a 0 0 L L� SILT FENCE DETAIL PROJECT #. 07 07 SHEET OF _ POOR OCHEDULE Size type hardware �e6ure rernarltal _ hollow metal owing otainle.etl, knob 2 2 -,3'-0" x 6' 8" x 1 3/4" exterior i Sul metal awino otainlc.otl, knob 31,6/-39.8 vveathcrotriP w/ h.c, threshold. Upper window 3 2 - 3'-0" x 6-8" x 1 3/4 exterior inoul metal owino otainle.otl. knob 31,6/-39.8 4 2'-2" x 6'-8" owing cage door rJ 2' 8" w x 2'-6" h horiz Sliding metal door wall mounted; 5'-4" head hei ht 600 2'-8" w x 2'-8" h vert. oliolinq metal door remote �_ wall m u ted/ uillotine • 5 4 head he! fit 7 6-0" w x 6-6" h metal mesh swing gate 8 9 EDGE OF CONCREI 5LA6 CONC. SLAB TO CONNECT BETWEEN BUILDINGS (TBD IN FIELD) NOTE: ALL HARDWARE TO BE STAINLE55 STEEL Head heights are from 0'-0" at top of curb See Elevations 2'LX4"W TRENCH DRAIN — — — — — — — W/4" PIPE CONNEC TO OTHE TRENCH sI T 4� UN NIT #2 Q 0• H• CAGE CHUTE 0, H. CAGE CHUTE BASE CABINET WALL MTD, 5" A.F.F, PROVIDE FILLED CELL (10 s O BELOW SILL 1'-0" FROM WINDOW-- INDOW- nj PN'G EA. SIDE FO�ZRACII�f LT I M II 1'-0" L _ FILLED ELL- COLD ONLY OPN'G ABOVE FOR EXH, FAN EDGE OF SLAB OPN'G WINDOW /C31PENIN. SCHEDULE size/model type Frame glass head fight, de�igr' remarks A 2 - 3'-1" w x 3'-2 301 h awnin alum/white Single, tinted 6' - 8" 31.6/ 3 ,6area metal security bare mtd, over window Inside building g open mesh metal no lass 6' 8" 3 s(ded bav window "viewport" C o en mesh metal no olaclo 6' - 8" interior mtl, ca e "window" E 10' 0" w x 4'-0" wall o n' 7-8" w x 6'•8" h o en mesh open mesh metal metalno no 1a55 6- 8" 6' 8" interior mtl. cage "window' interior mtl, ca e'IwindovJ' IF 1'-7 Val' w x 2'-2 3/8" h awnincj alum/white Sin le tinted E; - 8" 31.6/-34.6 G 2'-8" w x 2' 8" wall o n' open mes no mlaoo 51 - 4.1 exterior mtl, cage "window" H I O 0 REMOTE 'LIXIT' ON GONG. YARD ^\ PYLON (V•L.O.J•) I �o 0 UNIT #3 O 8" X 8" CAST GONG.5URROUND 0 OPN'G5 0 C 1 IT #4 0 WH/C0. VALVE - UNIT #5 UNIT #6 LIXIT' WATER SUPPLY FOR CHIMPS (TYP) O ST. LUCIE COL�TY FIRE DISTRICT RENIEWED FOR COMPLIANCE SUBJECT TO FIELD rNSPECTIONS SEE ATTACHED RED I N SH ET BETTERED BY: ig DATE: OPN'G - W DRAIN AE 811 31411 MESH \ \ N OO \ \ \ \ N I II I I 8 i II II m I r �% •` TO CHIMP SEPTIC z 1 SYSTEM - ---------- Lo z I A III p Lu J (n II II10 u pp w I 1 2' 4 O W.O. 5101, VALVE CONC. DECK SEKVI E AREA y BASE CABINET - WALL MTD. 5" A.F.F. PROVIDE FILLED CELL WALL MTD UPPER BELOW SILL 1'-0" FROM WINDOW GANNETS OPN'G ELSSII2E F�R GRACING `V ® I 1 / m 5 THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA _ Floor Plan BUILDING CODE, 11 = 11-011 1 /4 • ' •�'•s• rrO�••� �e�r`� ���rw r re • � Q D WH ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIA E D BY Q O� COLD ONLY ZN TE LOCI COUNTY HEALTH U' EN I NTAL HEALTH Sr"C SITE PLAN APPROVED FOR COTE IJL SUPERCEDES A L PR VIOUS SITE pL DATE nsDS S THESE PLANS AND ALL PROPOSED WORK TOTAL 50. FT, RO(PEORRECTION SPECTOR3oHAT MAY BE NECESSARY IN ORDER TO f-!Au COMPLY WITH ALL APPLICABLE CODES. CONSTRUCTION CORPORATION LIC. CGCO13084 W � � V V v :3 W J N 4-; LIn 0. v 4 -J . e. V1 + V ®0 4� 0 L.L. 4-111 L O d kj V 4-; LL Z 0 JOB # 03-0501 DATE 10/02/03 SHEET c� A I 12K) - oi1�'ifaQ �� J CENTER FOR CAPTIVE CHIMPANZEE DIVISION ONE - GENERAL REQUIREMENTS - 1-1 INTERPRETATION OF PLANS - THE ARCHITEC75 SERVICES DOES NOT INCLUDE 6UrERVI510N OF CONSTRUCTION, THE ARCHITECT COMPLY WITH "FASTENING SCHEDULE" OF THE S.B.C.G,I: 2001 EDITION AND OTHER FASTENING REQUIREMENTS CONTAINED IN THE J DIVE5T HIMSELF OF THE KE51PON5115ILITY OF THE WORK, ERRORS OK EM1551ON5 K95ULTING FROM THE INTERPRETATION OF THE PERTINENT REGULATIONS OF GOVERNMENTAL AGENCI915 HAVING JURI5DICTION. PLANS. IF THE CONTRACTOR BELIEVES HE HAS DISCOVERED ERRORS OR OMIS510MC IN THE PLANS THE CONTRACTOR SHALL ' - NOTIFY THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE CONTINUING WORK: 6-10 METAL FASTENERS, CLIP5, HOLDDOWNS - ALL MODEL NUMBERS ARE PER SIMPSON STRONG- TIE COMPANY, INC. IF AN ALTERNATIVE MANUFACTURE 15 USED - SUBMIT ALLOWABLE LOADS, CAPACITIES TO THE ARCHITECT FOR APPROVAL. 1-2 APPLICABLE STANDARDS -ALL WORK UNDER THIS CONTRACT, OR SUB -CONTRACTS SHALL CONFORM TO RECENT EDITIONS OF LOCAL, STATE AND NATIONAL CODES, ORDINANCE5 AND REGULATIONS PERTAINING TO THE WORK, A.C.I., A.N.5.L, A.5.T.M., 0.5.H.A., 6-11 SHEATHING ETC. 1. WALL SHEATHING - SHALL BE 4' X 8' X 5/8" (MIN.) CDX PLYWOOD AMC) SHALL BE NAILED WITH HOT DIPPED GALVANIZED BOX OR COMMON NAILS AS FOLLOWS: 1-4 VERIFYING CONDITIONS - BEFORE COMMENCING WORK, CONTRACTOR SHALL VERIFY MEASUREMENTS AND CONDITIONS AT EDGE NAILING -10D AT 4"O.C. BUILDING SITE, ANY DIFFERENCES BETWEEN ACTUAL MEASUREMENTS AND THOSE SHOWN ON DRAWINGS SHALL BE SUBMITTED TOP AND BOTTOM PLATE NAILING - 10D AT 4'O.C. TO THE ARCHITECT IN WRITING BEFORE PROCEEDING, INTERMEDIATE NAILING -10D AT 8"O.C. 2. ROOF SHEATHING - SHALL BE 4' X 8' X 5/8"(MIN.) CDX PLYWOOD, INSTALL THE PANEL'S LONG DIMENSION PERPENDICULAR TO 1-6 SURVEYING - OWNER 70 PROVIDE ORIGINAL SURVEY, CONTRACTOR TO PROVIDE ALL SURVEYING AS REQUIRED DURING THE FRAMING. SHEATHING FASTENERS SHALL BE 10D HOT DIPPED GALVANIZED BOX OR COMMON NAILS AT 4-O.C. AT EDGES CONSTRUCTION AND SHALL VERIFY ALL SET BACKS AND ELEVATIONS. AND 4"O.C. AT INTERMEDIATE FRAMING EXCEPT A5 FOLLOWS: USE SD RING-5HANK NAILS AND ADHESIVE FOR ALL FASTENING WITHIN 5' OF A GABLE END, 1-16 DIMENSIONS - DIMEN510N5 FOLLOWED BY +/- GENERALLY ARE TAKEN TO EXISTING WORK. THESE DIMENSIONS SHOULD BE USE 4" FA5TENEK SPACING A7 GABLE ENDWALL OK GABLE TRU55. REVIEWED AND ALL NECE55ARY ADJUSTMENTS MADE PRIOR TO FABRICATION ANO/OR INSTALLATION OF AFFECTED WORK, NOTIFY ARCHITECT -ENGINEER IF DISCREPANCIES AR15E THAT MAKE IT IMPO551BLIff TO COMPLETE THE WORK AS INTENDED. DIVISION SEVEN - THERMAL AND MOISTURE PROTECTION 1-17 FLORIDA BUILDING CODE - THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT HAS 7-1 WATERPROOFING - COORDINATE WATERPROOFING WITH OTHER, TRADES AND MAKE PROVISIONS FOR THEIR WORK TO AVOID BEEN DESIGNED TO CONFORM WITH THE REQUIREMENTS OF A 120 MPH WIND SPEED• CUTTING AND PATCHING, DIV151ON TWO - 51TE WORK 7-2 FLASHING AND SHEET METAL - PROVIDE FLA5HINC 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 2-4 CLEARING - REMOVE VEGETATION AND ORGANIC MATTER FROM BUILDING AND PAVEMENT AREA. REMOVE FROM SITE, DO NOT COMPLYING WITH PERTINENT RECOMMENDATIONS CONTAINED IN CURRENT EDITION OF 5MAAGNA'5 "ARCHITECTURAL SHEET BURY. METAL MANUAL." 2-5 EXCAVATION - EXCAVATE 517E TO LEVELS REQUIRED FOR CONSTRUCTION. STRIP SOIL OF ALL DELETERIOUS MATERIAL 6-0" ALL FLASHING TO BE GALVALUME COMPATIBLE WITH ROOFING MATERIAL UNLESS OTHERWISE NOTED, PAST EXTERIOR OF BUILDING LINES. I'I 7-4 SEALANTS AND CAULKING - STANDARD CAULKING COMPOUND SHALL BE A ONE PART ACRYLIC LATEX COMPOUND 2-6 FILL AND COMPACTION - PROVIDE CLEAN WELL -GRADED SAND PLACED IN MAXIMUM 12" LIFT5 COMPACTED TO 95% OF POLY -SEAM SEAL CAULKING OR EQUAL. COLOR SHALL BE MANUFACTURER'S 5TANDARD PAINTABLE GRADE. MODIFIED PROCTOR MAXIMUM DRY DENSITY, A5TM D-1557 AT OPTIMUM MOISTURE CONTENT. COMPACTION 15 TO BE VERIFIED BY AN INDEPENDENT TESTING LABORATORY AND REPORTED TO ARCHITECT PRIOR TO COMMENCEMENT OF FOUNDATION 7-10 ROOFING METAL STANDING SEAM - PROVIDE A 12" WIDE 26 GA GALVALUME ROOF PANEL AND A 50 YEAR GUARANTEE CONSTRUCTION. (MANUF FROM MARTIN CO, APPROVED LI5-0. INSTALL THE PANELS CONTINUOUS WITHOUT SEAM PERPINDICULAR TO SLOPE, INSTALLATION SHALL BE FOR A COMPLETE WEATHERPROOF 5Y5TEM WITH ALL APPLICABLE ACCESSORIES AND AS 2-7 SOIL BEARING - FOUNDATIONS ARE DESIGNED A55UMING 2500 PSF BEARING CAPACITY. CONTRACTOR 15 TO VERIFY AND TO RECOMMENDED BY THE MANUFACTURER. NOTIFY ARCHITECT. IF SUCH BEARING VALUES CANNOT BE DEVELOPED IN THE SOIL UNDER THE BUILDING, THE CONTRACTOR 15 TO NOTIFY THE ARCHITECT IN WRITING, 7-11 UNDERLAYMENT - 30 LB. FELT PLASTIC TAGGED TO 5/8" EXTERIOR PLYWOOD. 2.5 SOIL TREATMENT - TREAT COMPACTED 501L WITH AN APPROVED TERMITE TREATMENT AT RATES SPECIFIED BY DIVISION EIGHT - DOORS AND WINDOWS MANUFACTURER, TREATMENT SHALL NOT BE MADE WHEN GROUND IS EXCESSIVELY WET OR DIRECTLY AFTER HEAVY RAINS, 8-1 DOORS AND FRAMES - PROVIDE ALL DOORS AND FRAMES PER THE SCHEDULE. HOLLOW AND INSULATED DOORS SHALL BE 2-9 51TE GRADING AND DRAINAGE - SEE CIVIL ENGINEER 517E PLAN FOR DETAILS: TOTAL ENCLOSED WITHOUT RODENT GAP INTO PANEL, ALL DOORS AND FRAMES SHALL BE EXTERIOR CONDITION METAL (GALV, OR SIMILAR) AND PRIMED. DIVISION THREE - CONCRETE 8-2 WINDOWS - PROVIDE ALL WINDOWS WHITE'PGT' MANUF, OR SIMILAR TRUE AND PLUMB A5 INDICATED ON SCHEDULE. 3-2 CONCRETE - STRUCTURAL CONCRETE SHALL DEVELOP A MINIMUM STRENGTH OF 3000 P51 AT 28 DAYS. ALL CONCRETE WINDOW AND ACCESSORIES TO CONFORM TO 120 MPH WIND REQUIREMENTS, ALL GLAZING SHALL BE GREY TINTED, SHALL BE READY MIXED AND IN ACCORDANCE WITH A5TM C-94, MAXIMUM ALLOWABLE SLUMP TO BE 5". ALL SLABS TO BE 3000 8-3 WINDOW AND DOOR FRAMES SHALL BE ANCHORED DIRECTLY INTO A SOLID CONCRETE OR P51 AT 28 DAYS. GROUT JAMB WITH 1/4" X 31/4" MA50NKY SCREW (IE. TAP -CON) FOR 11/4" MIN, EMBEDMENT AT 12" OC AND EACH END. 3-3 SCOPE - PROVIDE ALL STRUCTURAL CONCRETE, FILLED CELLS, SLABS, BEAMS, FOOTINGS, EQUIPMENT PADS, DRIVE5, WALKS, DIVISION NINE - FINISHES ETC. AS SHOWN ON DRAWINGS OR AS NEEDED TO COMPLETE JOB. 9-1 STUCCO - 2. 2-COAT5 OVER CONCRETE UNIT MA50NKY: 3-4 CONCRETE FORMWORK - ADEQUATE AND SAFE DESIGN OF FORMWORK AND SHORING 15 THE RESPONSIBILITY OF THE BASE COAT-1 PART PORTLAND CEMENT, 3/4 TO 11/2 PART LIME, 3-4 PARTS SAND CONTRACTOR, SLEEVE SLAB AND FOOTING AS REQUIRED FOR MECHANICAL AND ELECTRICAL, VERIFY MECHANICAL AND 3, FINISH COAT: ELECTRICAL REQUIREMENTS FROM OWNERS FIXTUKE'5 SPECIFICATION. 1 PART PORTLAND CEMENT, 3/4 TO 11/2 PART LIME, 3 PARTS SAND 9-2 WALLBOARD 3-5 CRACK CONTROL - PROVIDE 6X6,10/10 GAUGE WELDED WIRE FABRIC IN ALL 5LA135, WALKS, AND DRIVES AL50 PROVIDE ALL WALL AND SOFFIT BOARD SHALL BE A CEMENTIOUS PANEL AND BATTEN (IE'HARDIBOAKD'), SCREW 6" OC, AT EDGES AND 12" "FIBERME51-l" (1.5 L155 PER CUBIC YARD) CRACK CONTROL ADDITIVE PER MANUFACTURER5 SPECIFICATIONS IN ALL 5LAB5 AND IN FIELD WITH GALV (RUST RESISTANT 5CKEW5), MONOLITHIC FOOTING. 9-4 PAINTING 1. PREPARE SUBSTRATE AND APPLY PAINT COATINGS IN 5TRICT ACCORDANCE WITH KECOMMENPATION5 OF THE 3-7 REINFORCEMENT - REINFORCING BARS SHALL CONFORM TO ASTM SPECIFICATION A615. LATEST EDITION, INCLUDING MANUFACTURER OF THE APPROVED PAINT 5Y5TEM, SUPPLEMENTAL REQUIREMENTS AND SHALL BE GRADE 60. SPLICES IN CONCRETE, LAP BARS 42 BAR DIAMETERS. SPLICES IN 2. ALL SURFACES SHALL BE COVERED WITH THE MINIMUM NUMBER OF COATS AS L15TED, ADDITIONAL COVERAGE SHALL BE ` MASONRY, LAP BARS 48 BAR DIAMETERS, AT CORNERS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE CORNER BARS. PROVIDED A5 REQUIRED TO COVER ALL HOLIDAYS. a ` BARS INTERSECTING AT RE-ENTRANT CORNERS SHALL GROSS, WITH EACH ENDING AT THE FAR FACE OF THE WALL WITH A 9-5 FLOORING SHALL BE EXPOSED CONCRETE WITH SMOOTH TROWEL FINISH, APPLY 2 COAT5 OF CLEAR PENETRATING 5EALER. " STANDARD HOOK AT STANDARD COVER UNLE55 NOTED OTHERWISE ON THE DRAWIM65. AROUND OPENINGS AND STEPS!A' WALL5, PROVIDE (2) #5'5 EXTENDING 2'-0" BEYOND EDGE OF OPENING OR STEP, HORIZONTAL BARS AT THE TOF' OF THE 5E.AMS DIVISION TEN - SPECIALTIES SHALL BE SPLICED ONLY AT MID5PAN BETWEEN COLUMNS AND HORIZONTAL BOTTOM BARS SHALL BE SPLIC-I) ONLY A I .O'UUMN m" CENTERLINE. PROVIDE SPECIALTIES AND INSTALL SPECIALTIES AS NOTED, PROVIDE ALL BLOCKING, RECESSES, ETC. AS REQUIRED FOR - INSTALLATION OF SPECIALTIES. 3-8 EXPAN51ON BOLTS- WHERE REQUIRED SHALL BE LOCATED AT A MIN OF 5 BOLT DIAMETERS FROM THE CONCRETE LOGE5 AND SPACED A MIN OF 10 BOLT DIAMETERS U,N.O. 10-6 CABINETS SHALL 13E PLYWOOD AND PLASTIC LAMINATE FINISH LOCATED PER THE DRAWINGS AND THE CONTRACTOR FOR COORDINATION OF SHOP DRAWING5 AND INSTALLATION, DIVISION FOUR - MASONRY y DIVISION ELEVEN -EQUIPMENT 4-3 FILL MASONRY CELLS - A5 STATED WITH VEKT, REINFORCEMENT AND AT ALL BOOR / WINDOW JAMB5 AND FALLS 60LID WITH CONCRETE. ALSO FILL ALL CELLS OF PERIMETER WALLS OF CHIMP ROOM5. 11-3 ATTIC ACCESS: PROVIDE PULL DOWN STAIR AMC) ATTIC HATCH AS INDICATED ON PLANS. 4-1 Unit Masonry - Concrete block units to conform with ASTM C-90. Provide shapes and sizes required to complete the work with a DIVISION TWELVE - FURNISHINGS y minimum of cutting and placing. Provide reinforcement of the types shown on the Drawings" NOT APPLICABLE 4-2 Mortar - Provide mortar type "5" conforming with A5TM 270. DIV151ON THIRTEEN - SPECIAL CONSTRUCTION 4-3 Grout - Provide grout in accordance with A5TM C476, 13-150LAR WATER HEATER PANELS- PROVIDE 10 # 47 8' PANELS TO BE MOUNTED ON THE ROOF. THE PANELS ARE PT-50-CN PER 'PKOGKE551VTUBE'. THE MOUNTS ARE ADJUSTABLE AND FIXED TYPE AND INSTALLED PER THE MANUFAGTURE'B SPECIFICATIONS. 4-4 Execution - Except as shown on the Drawings, lay up the concrete masonry units in running bond, tooling all Joints except where MOUNTING CLIPS SHALL BE 5URFACE ANCHORED THROUGH THE ROOFING MATERIAL IN A PERMANENT ELASTIC POLYURETHANE scheduled to be stucco. SEALANT BED. 4-5 Horizontal reinforcement PIV15ION FIFTEEN - MECHANICAL 2. Masonry contractor shall provide 9-GA "Ladder" type "Our-0-wal" horizontal Joint reinforcement at alternate courses (16, c/o), typ, all walls. Dur-O-wal shall be continuous, with a minimum splice of 6". Provide prefab tee# and corner sections as required. All lintel 15-1 HEATING 5Y5TEM relnforcing bars shall extend not loss than 24' beyond each side of all openings. 1. PROVIDE 5Y5TEM5 AS SHOWN ON DRAWINGS, THERMOSTAT AND CONTROLS A5 REQUIRED TO RUN SYSTEM, HVAC CONTRACTOR SHALL BECOME FAMILIAR WITH SITE, DOCUMENTS PERTAINING TO SCOPE OF WORK, AND GENERAL CONSTRUCTION. READ AND DIVISION F M FIVE - METALS L5 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 5-3 COORDINATE METALS - METALS IN CONTACT WITH EACH OTHER MU5T BE SELECTED TO AVOID DIELECTRIC PECOMP051TION REQUIRED BY CLIMATE, NATURE OF CONSTRUCTION, AND 517E TO THE SATISFACTION OF THE OWNER. THE RETURN AIR 15 A OR SUPPLY ADEQUATE SEPARATING MATERIAL BETWEEN THE TWO DIFFERENT METALS. METAL5/FA6TENER6 TO DIRECT GRILL TO UNIT. �XPO5ED WEATHER SHALL BE 5TAINLE55 STEEL UNLE55 NOTED OTHERWISE ON THE DRAWI1405. 2. PROVIDE CONDENSATE DRAIN, 26 GAUGE GALVANIZED AUXILIARY PAN AND DRAIN TO EXTERIOR. 3. DUCTWORK SHALL BE R-6 DUCTBOARD WITH SINGLE EXTENTION5 OF FLEXIBLE DUCT (NO FLEX TO FLEX CONNECTION), DIVISION 51X - WOOD AND PLASTICS 4. SUPPLY GRILLS SHALL BE WHITE PAINTED ALUMINUM WITH DIRECTIONAL BLADE DAMPERS. 6-2 LUMBER - ALL LUMBER PERMANENTLY INCORPORATED INTO THE STRUCTURE SHALL BE AIR OR KILN- DRIED AND SHALL 15-2 PLUMBING CONTAIN NOT MORE THAN 1991. MOISTURE, ELEVATE AND COVER LUMBER ON 517E TO PROTECT FROM MOISTURE, ALL LUMBER AND 1. PROVIDE PLUMBING SYSTEM, COMPLETE IN PLACE, TESTED AND APPROVED, WHERE 5HOWN ON THE DRAWING5; A5 SPECIFIED PLYWOOD SHALL BE IDENTIFIED BY GRADE STAMPS, HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER JOB. 1, MIN ALLOWABLE FLEXURAL BENDING STRESS FOR BEAMS SHALL BE 1500 175I AT NORMAL LOAD DURATION, 2. ALL PLUMBING WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE 5TANDARD PLUMBING 2. MIN ALLOWABLE HORIZONTAL SHEAR STRE55 FOR BEAM5 SHALL BE 90 1-51, CODE, LOCAL ORDINANCES AND IN COMPLIANCE WITH THE ENERGY CONSERVATION CODE, 3. MIN ALLOWABLE MODULUS OF ELASTICITY FOR POST OR BEAMS SHALL BE 1,500,000 PSI, 3, HOSE BIBS SHALL BE DRA55 OR BRONZE, FASTENED SECURELY 18" ABOVE GRADE WHERE SHOWN ON DRAWING5. ALL H05E ALL EXTERIOR WALL STUDS TO BE GROUP 2 LUMBER, KILN -DRIED 2X65 MINIMUM FB=1100 P51, 2X4'6 MIN. FB 1500, EXCEPT BI55 SHALL HAVE A NON -REMOVABLE ANTI -SYPHON DEVICE INSTALLED. WHERE NOTED. ALL STUDS TO BE STRAIGHT AND TRUE. FRAMING LUMBER TO BE #1 OR BETTER, MINIMUM FB=1200 PSI. 4. FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH AIR CHAMBERS WHEN REQUIRED. BLOCKING, BRACING, AND MAILERS SHALL BE UTILITY GRADE AND PROVIDED AS REQUIRED. PROVIDE BLOCKING AT ALL WINDOWS 5, PROVIDE SHUT OFF VALVES TO ALL MAINS ENTERING THE BUILDING AND EACH PIECE OF EQUIPMENT, AND DOORS FOR DRAPERY INSTALLATION. 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. 6-4 WOOD IN DIRECT CONTACT WITH CONCRETE, OR MA50NKY SHALL BE PKE55URE TREATED WITH THE REQUIREMENTS OF THE 8, WATER PIPING TO BE SOFT TYPE L. COPPER, UNDER SLAB, HARD ABOVE SLAB. STANDARDS OF THE AMERICAN WOOD PRESERVERS ASSOCIATION. WOOD IN CONTACT WITH SOIL SHALL BE MARINE GRADE TREATED. 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, 6-6 WOOD TRUSSES - PROVIDE TRU55E5 ENGINEERED WITH METAL ROOFING (15#/FT DEAD LOAD EXCEPT AT SOLAR PANEL 11. GATHER VENTS IN ATTIC AS ALLOWED AND VENT TOWARD REAR OF HOUSE. LOCATIONS SEE DRAWINGS). 12, PROVIDE 3 •120 GAL. WATER HEATER5 IN AN APPROVED PAN. INSTALL DIELECTRIC UNION AT THE INLET AND OUTLET OF THE WATER HEATER. 1. WOOD TRU55E5 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 13. ALL PLUMBING FIXTURES AND FAUCETS SHALL BE PROVIDED BY THE OWNER. AND STANDARDS. ` DIVISION SIXTEEN - ELECTRICAL APPROVED GALVANIZED TRU55 ANCHORS SHALL BE PROVIDED AT EACH BEARING. INSTALLATION SHALL SEPARATE BOTTOM CHORD OF TRUSSES FROM CONCRETE (WHERE APPLICABLE) WITH EITHER 30# FELT OK SBCCI APPROVED GALVANIZED OR 16-15COPE: FURNISH ALL EQUIPMENT AND MATERIALS AND PERFORM ALL LABOR AND SERVICES NECE55ARY TO INSTALLATION 5TAINLE55 TRU55 5EAT5.. FOR A COMPLETE 5Y5TEM 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 2. PROVIDE 2 X 4 BRIDGING AT 8' - 0" CIC AT THE BOTTOM CHORD AND AS OTHERWISE CALLED FOR ON THE TRU55 SHOP ARE NORMAL FOR INTENDED 5Y5TEM5 AND TH06E REQUIRED FOR THEIR SAFE OPERATION, DRAWINGS. ADEQUATE BRACING AND BRIDGING SHALL BE USED DURING ERECTION OF THE TRU55E5 TO PREVENT COLLAPSE OR DAMAGE TO THE TRUSSES. 16-2 MATERIALS AND MANNER OF INSTALLATION OF ELECTRICAL SYSTEM SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTSGOVERNIN OF LOCAL G AUTHORITIES HAVING UR J 15DICTION AND THE STANDARDS SET FORTH BY NFPA U.L. 3. SUPPORTS FOR ROOFTOP P OR CEILING HUNG N MECHANICAL EQUIPMENT AND OTH99 ITEMS SUPPORTED BY THE WOOD , OR OTHER RECOGNIZED TESTING LABORATORIES. THE INSTALLATION SHALL CONFORM TO THE LATEST EDITION OF THE NEC. TRU55E5 SHALL BE ATTACHED TO THE TRU55E5 AT PANEL POINTS, THE GENERAL CONTRACTOR SHALL COORDINATE THE SLLATION OF TH05E ITEMS AND A55URE THAT PROV1510N5 ARE MADE IN THE DE516N OF THE JOIST BY MANUFACTURER 16-3 EQUIPMENT MOUNTED ON THE EXTERIOR OF THE BUILDING SHALL BE DESIGNED, LABELED, AND INSTALLED FOR EXTERIOR, rHE CONCENTRATED LOADS IMP05EP AND DIMEN51ONAL SIZE OF THE EQUIPMENT. WEATHERPROOF SERVICE CONDITIONS, MELD MEASUREMENTS - TRU55 MANUFACTURER TO TAKE MEASUREMENTS IN FIELD AS REQUIRED TO VERIFY OR 'LEMENT DIMENSIONS ON DRAWINGS AND ASSUME RESPONSIBILITY FOR FIT OF WOOD TRUSSES. 16-4 SERVICE: CONTRACTOR §MALL CARRY OUT ALL REQUIRED ARRANGEMENTS WITH FPL FOR INSTALLATION OF THE SERVICE, PERMITS, AND INSPECTION. 16-7 PANEL SCHEDULE: PANI=6 SHALL BE CLEARLY MARKED AS TO ALL CIRCUITS. 16-8 ALL WIRING SHALL BE IN CONDUIT WITH 7HW COPPER. 16-12 PROVIDE GROUND FAULT PROTECTION ON ALL CIRCUITS SHOWN ON THE PANEL SCHEDULE, U51NG GROUND FAULT INTERRUPTING BREAKERS, OR DEVICES, 16-13 LIGHT FIXTURES - ALL FIXTURES WILL BE PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. r 11411 VTR <1 � 1 2" SINK AND �� I WASHER r� r` I \ I � I I I \1 'FL I I I I PLUM13ING FIXTURE R'15ER THESE PLANS AND ALL PROPOSED WORK Building Section ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 1/4 11 = 1 1-0 itMAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, TO HUMAN SEPTIC SYSTEM TO CHIMP SEPTIC 5Y5TEM LIC. CGCO13084 21 U U U U �+ W J Q% 4j N Q. U +� Q M U � L 00 _ LL .L W 4-J a) n. 0 N (D U i JOB # 03-0501 DATE 1 oi02iO3 SHEET A6 1) RKnnorlyA,x (,'"'"'J FOUND 4"x4"PRM #3435 (0.37'WEST S89'04'14'C 1256.53'(P) OF R/W LINE) FOUND S89°02'20"E 1256.38'�M) #3435 4"x4"PRM 65.672.5' 72.5' 30' DRAINAGE & UTILITY EASEMENT EXISTING DITCH LOT 4 I I U 'e IF J f N LOT 5 zw t"8 o� I EXISTING BUIlDINO LOT 3 I I 1B'x24' 8? [n O 1n a 0 J 4.5 ,%9' yy O o / _t O P7 EXISTING fli N M I L' ls ; M r J I m m 1T7 r N w W �I- ;;�p 30' DRAINAGE N l UTIUTY EASEMENT I I W W oN � HEADER RANCHES SUBDIVISION, PB40, PG38 wUq Zo IWF CONTAINING 38.04 ACRES MORE OR LESS I N O Iww� LOT 2 I I CITRUS GROVE z 1aW ROWS ARE NORTH/SOUTH pZ�q ( I azw DIRECTIONAL ISO W aN ZW LOT 6 -41 o� I CITRUS GROVE BENCH MARK #I. X-CUT IN HEAD = - WALL, ELEVATION 23.496' I I � ,ey ' � POR11ON 24-35-38 WITNESS CORNERz NOT INCLUDED N 5045.6894 E 4886.0816 31.09'(M) I FOUND 4"x4"PRM . 30.00'(P) #3435 (1.56'WEST A r LOT 1 OF R/W LINE) IW �✓ y� FOUND 4"x4"PRM NW CORNER OF THE BENCH MARK pz, 3/8 IRON ROD. ..'" bgd #3435 NW 1/4 25-35-38 I ELEVATION 22.00' I I W I N NESS CORNER N 5000:3891 30• DRAINAGE & 34.14'(M) 30.00'(P) 06.2253 UTLITY EASEMENT N89°28,10„W 1257.73, M) OD.O.T. STATIONRTH LINE SECTION 25-35-38 20WI of N 147+30.32 ROAD RIGHT-OF-WAY FOR GOLDSMITH ROAD (50'R/W) - - - - - - - - - - - - - - - - Exibim DITCH A AGEMENT C---- `"-------'- ----^� S89°19'51"E 2527.27' ONTROL �' BERM TOP EL=29.0' TOE E4=20.0' .� FOUND NAIL I TNUC NE �. E 4981.7054 �` -' ,� 9XIS7INO 364 METAL C 7.D' 77.Q' EAST INVERT 15.2' NEST INVERT 15.0' NW PROPERTY CORNER FALLS BETWEEN DITCHES1-STORY RESIDENCE / BERM LAKE z G SHELL DRIVE IW 1 I M N O W 7 U N W z ° I J � 01w3 I� 20.6' WELL LOCATION 20.6' INSIDE PROPERTY LINE LO d- CID CV � �� II N N o o _jo I QN Q II U � W I Q W 0 WELL WITH / CONCRETE P INTRO UNIT BUILDING 7 LAKE A AND BERM TOP EL-26.0' - - ' - TOE EL=20.7'- - -- J LLI DEAD CITRUS GROVE Z ROWS ARE EAST/WEST DIRECTIONAL - 0�: 0) Lit `r w 25.0' U 7.0' 7765 3 65. o �I Q 0 N z W I N W� W N r NORTHWEST QUARTER SECTION 25-35-38 CONTAINING 152.62 ACRES MORE OR LESS DEAD CITRUS GROVE ROWS ARE EAST/WEST DIRECTIONAL m BENCH MARK #5, 5/8 IRON ROD, ELEVATION 20.22' 'WTNESS CORNER N 2411.6490 E 5012.2136 EXISTINO 16" METAL CUL T NORTH INVERT 14.V SOUTH INVERT 14.r D.O.T. STATION 120+66.$0 EXISTING DITCH SW PROPERTY SOUTH LNE 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 SW1/4 25-35-35 1/4 25-35-38 NOT INCLUDED CITRUS GROVE BENCH MARK #3, 3/8 IRON ROD, ELEVATION 19.9V WITNESS CORNER N4932.3930 E 7473,1471 1/4 CORNER OF THE /NW 1/4 25-35-38 NE PROPERTY CORNER FALLS IN DITCH BENCH MARK 14, 5/8 IRON ROD, ELEVATION 23.59' \ WITNESS CORNER N 7467.2780 0828 E 7467.0828 PROPERTY LINE EXISTING DITCH G ` PROPERTY CORNER FALLS IN DITCH N 2295,5082 E 7496.2527 CITRUS GROVE NE1/4 25-35-38 NOT INCLUDED SCALE 1" = 200' 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.: 1_1 PG: 32 FILE: _99205.dwg GOLDSMITHROAD LOCATION MAP (NOT TO SCALE) �1 YEYOR'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, 8-18-91. 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. B. 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. �R.yEYOR'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 CERTIFICATION: 1. INSTITUTE FOR CAPTIVE CHIMPANZEE CARE AND WELL-BEING, INC. o corporation existing under the laws of the State of Florida. 2. COMMONWEALTH LANU 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. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTCR$ THAT MAY BE NECESSARY IN ORDER TO J COMPLY WITH ALL APPLICA3LE CODES. CHRISTIAN FENEX PROFESSIONAL SURVEYOR AND MAPPER -C ' 1657 S. DIXIE HWY., STUART, FL. P.O. BOX 2533, PALM CITY, FL. 34991 CHRISTIAN FENEX, PSM (772)283-2977 (772)283-2979 fax FLA. REG. #5102 NOT VAUD WITHOUT THE SIGNATURE AND. THE. ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND .MAPPER. ��2D5 BENCH MARK #1, X-CUT IN HEAD WALL, ELEVATION 23.496' WITNESS CORNER N 5045.6894 E 4886.9816 31.1 30. NW CORNER 35 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 OF R/W LINE) S89'04'14"E 1256.53'(P) S89002`20"E 1256.38'(M) & UTILITY EASEMENT _EXISTIN LOT 4 LOT 5 EXISTING BUILDING FOUND 4"x4"PRM a0 I. Iv j Cq r LOT XI 3 ,gam ✓ 18'x24' �y a.s' � / I' 0 O O C) o 00 m r*t w W TI LDRAEINAASGEE & � UTILITY TN _ N I I lA oN� HEADER RANCHES SUBDIVISION, PB40, PG38 00 W; CONTAINING 38.04 ACRES MORE OR LESS 0) zo z Iww� �u¢w LOT 2 I I CITRUS GROVE ROWS ARE NORTH/SOUTH zz� -' DIRECTIONAL v I01W -' << LOT 6 o? F CITRUS GROVE 'm Z W- z PORTION 24-36-38 NOT ININ InrA FOUND 4"x4"PRM ✓ W X V#3435 (1.56'WEST LOT 1 . w OF R/W LINE) /z<V i FOUND3435 4"x4"PRM BENCH MARK #2, 3/8 IRON ROD, I i� b w Qi ELEVATION CORNER ,ccw # 34.14'(M) 30.00'(P) YATNESS CORNER 30' DRAINAGE & > „ , N 5006..225 UTILITY EASEMENT p E 5006.2253 N89°28 10 W 1257.78 (M) 20' WIDE DIRT N - -J ORTH LINE SECTION 25-35-38 ROAD RIGHT-OF-WAY FOR GOLDSMITH ROAD (50'R/W) - - - - - - - - - - - C - - - -------- S89'19'51"E 2527. T G \ �, BERM TOP EL=29.0' To EL=20.0' r CU R '------ 1 E%ISTTING 38" METAL CUL 7,0' 77.0' EASINVERT 1s.2 WEST INVERT 16.9' N NW PROPERTY CORNER FALLS n FORM BOARD TIE IN BETWEEN DITCHES I -STORY / - ELEVATION 24.5' RESIDENCE / BERM SEE BUILDING DETAIL `- - -' POD 2B PERMIT #23110856 LAKE /\ - HELL DRIVE w 00 vl \ /- VAT I ADMINISTRA11ON \ \ l CONCRETE BUILDING \ I INTRO UNIT R P I \\ BUILDING HOLSING'/ I BUDIN y Z z / :SLfJ ID I- I I Z g ( I co LAKE r I 20.6' /------- I WELL LOCATION 20.6' INSIDE PROPERTY LINELo _ - - BER d- FORM BOARD TIE IN \ TTOPMEL-26.0• M ELEVATION 24.5' - TOE EL=20.7' N SEE BUILDING DETAIL \ -� POD 3B / ys PERMIT #23110872 d N^\\\�/ NO 6s1.o' ��--/ \ �� 0 Q 649.5' FORM BOARD TIE IN I I LLJ w ELEVATION 24.5' \`\11/ 0 SEE BUILDINGPOD LLJ= PERMIT #23110861LL_ I / / NORTHWEST IQUARIIER SECTION 25-3&-38 0 ( CONTAINING 1152.6� ACRES MORE OR LESS I Ld DEAD CITRUS GROVE ----- (DEAD CITRUS GROVE Z ROWS ARE EAST/WEST DIRECTIONAL / - - - - - - I / ROWS IRE EAST/WEST DIRECTIONAL Ld 25.0' I U 7.Ol 77.0' a, ( I 0 N N Im BENCH MARK #5, 5/8 IRON ROD, - s - _ - - - - - ELEVATION 20.22' WITNf E OESS CORNER 2.2136 EXISTING 16" METAL CUL T NORTH INVERT 14.9' SWT1 INVERT 14.7' D.O.T. STATION 120+68.50 SOUTH PROPERTY LINE Z VKVrtK I T SOUTH LINE NORTHWEST QUARTER 25-35-38 LINE PROCEEDS THROUGH CENTER OF DITCH S89*28'18"E 25 CORNER FALLS N 2319.94,59 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 N POD 2B DETAIL (NOT TO SCALE) POD 38 DETAIL (NOT TO SCALE) DETAIL IINVI IU SCALE) BENCH MARK #3, 3/8 IRON ROD, ELEVATION 19.95' WITNESS CORNER N 4932.3930 E 7473.1471 1/4 CORNER OF THE /NW 1/4 25-35-38 NE PROPERTY CORNER FALLS IN DITCH BENCH MARK #4, 5/8 IRON ROD, ELEVATION CORNER \ WITNESS CORNER N 7467. 2780 E 7487.08280828 EXISTING DITCH ' ,:i O ro co N � I M 00 0 0 0 M 54.5' CITRUS GROVE NE1/4 25-35-38 NOT INCLUDED T \F SCALE 1" = 200' #97 GOLDSMITH ROAD F LOCATION MAP (NOT TO SCALE) allRVEYOR'S NOTE 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 0 o CERTIFICATION: J 1. INSTITUTE FOR CAPTIVE CHIMPANZEE CARE AND WELL-BEING, INC. a corporation existing under the laws of the State of Florida. X 2. COMMONWEALTH LAND TITLE INSURANCE COMPANY < Z 3. THOMAS A. FOGT, ESQ. o 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. _-R ..m. - ���i FORMBOARD TIE-IN (POD 36): 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 PROPERTY REVISED: 9/2/2003 REVISED: 3/20/2000 CHRISTIAN ORFENEX AN CORNER REVISED: 3/20/2000 FALLS IN PROFESSIONAL SURVEYOR AND MAPPER DITCH FIELD SURVEY DATE: 12/9/99 1657 S. DIXIE HWY., STUART, FL. N 2295.5082 DRAWING COMPLETION DATE: 12/9/99 P.O. BOX 2533, PALM CITY, FL. 34991 CHRISTIAN FENEX, PSM E 7496.2527 F.B.: 1_1 PG: 32 FILE:-99205.dwg (772)283-2977 (772)283-2979 fax FLA. REG. #5702 z`_v 0 Od'f c_C_ ar t t' ic�c✓. ass +���P is •� b'111 441,17u �.14� 1 1. 4I! Ian I r CENTER FOR CAPTIVE CHIMPANZEE DIVISION ONE - GENERAL REQUIREMENTS 1-1 INTERPRETATION OF FLANS - THE ARCHITECT5 SERVICES DOES NOT INCLUDE 50EKY16ION 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 OM15510N6 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-CONTRACT6 SHALL CONFORM TO RECENT EDITIONS OF LOCAL, STATE AND NATIONAL CODES, ORDINANCES AND REGULATIONS PERTAINING TO THE WORK, A.C.I., A.N.5.1., A.5.T.M., 0.5.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 TH05E SHOWN ON DRAWINGS SHALL 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 IMP0851BLE TO COMPLETE THE WORK A5 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 - 51TE WORK 2-4 CLEARING - REMOVE VEGETATION AND ORGANIC MATTER FROM BUILDING AND PAVEMENT AREA. REMOVE FROM BYTE. DO NOT BURY, 2-5 EXCAVATION - EXCAVATE 51TE 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, A5TM D-1557 AT OPTIMUM M015TUFE CONTENT. COMPACTION 15 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 250D P5F BEARING CAPACITY. CONTRACTOR 15 TO VERIFY AND TO NOTIFY ARCHITECT. IF SUCH BEARING VALUES CANNOT BE DEVELOPED IN THE 501L UNDER THE BUILDING, THE CONTRACTOR 15 TO NOTIFY THE ARCHITECT IN WRITING. I, 2-6 501L TREATMENT - TREAT COMPACTED 501L WITH AN APPROVED TERMITE TREATMENT AT RATE5 SPECIFIED, BY MANUFACTURER. TREATMENT SHALL NOT BE MADE WHEN GROUND 15 EXCE551VELY WET OR DIRECTLY AFTER HEAVY RAINS. 2-9 51TE GRADING AND DRAINAGE - SEE CIVIL ENGINEER 51TE PLAN FOR DETAILS. DIV15ION THREE - CONCRETE 3-2 CONCRETE - STRUCTURAL CONCRETE SHALL DEVELOP A MINIMUM STRENGTH OP 5000 P51 AT 28 DAYS. ALL CONCRETE SHALL BE READY MIXED AND IN ACCORDANCE WITH A5TM C-94, MAXIMUM ALLOWABLE SLUMP TO BE 5", ALL 5LA65 TO BE 3000 P51 AT 28 DAYS. 3-3 SCOPE - PROVIDE ALL STRUCTURAL CONCRETE, FILLED CELLS, BLABS, BEAMS, FOOTINGS, EQUIPMENT PADS, DRIVES, WALKS, ETC. AS SHOWN ON DRAWINGS OR AS NEEDED TO COMPLETE JOB. 3-4 CONCRETE FORMWORK - ADEQUATE AND SAFE DE51GN OF FORMWORK AND SHORING 15 THE RESPON5161LIfY OF THE CONTRACTOR. SLEEVE 5LA5 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 5LAB5, WALKS, AND DRIVES AL50 PROVIDE "FIBERME51-l" (1.5 LB5 PER CUBIC YARD) CRACK CONTROL ADDITIVE PER MANUFACTURER'S SPECIFICATIONS IN ALL 5LA65 AND MONOLITHIC FOOTING. 3-7 REINFORCEMENT - REINFORCING BARS SHALL CONFORM TO A5TM SPECIFICATION A615. LATEST EDITION, IKLUDING SUPPLEMENTAL REQUIREMENTS AND SHALL BE GRADE 50. SPLICES IN CONCRETE, LAP BARS 42 BAR DIAMETERS. SPLICES IN MASONRY, LAP BARS 48 BAR DIAMETERS, AT CORNERS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE GDRNER BAR5. BARS INTERSECTING AT RE-ENTRANT CORNERS SHALL GROSS, WITH EACH ENDING AT THE FAR FACE OF THE WALL WITH A STANDARD HOOK AT STANDARD COVER UNLE55 NOTED OTHERWISE ON THE DRAWINGS. AROUND OPENINGS AND STEPS IN WALLS, PROVIDE (2) #65 EXTENDING 2'-O" BEYOND EDGE OF OPENING OR STEP. HORIZONTAL BARS AT THE TOP OF THE BEAM5 SHALL 5E SPLICED ONLY AT MID5PAN BETWEEN COLUMNS AND HORIZONTAL BOTTOM BARS SHALL BE SPLICED ONLY AT COLUMN CENTERLINE. 3-8 EXPANSION BOLTS- WHERE REQUIRED SHALL BE LOCATED AT A MIN OF 5 BOLT @IAMETER5 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 JAMB5 AND51LL5 SOLID WITH CONCRETE. AL60 FILL ALL CELLS OF PERIMETER WALLS OF CHIMP ROOMS, 4-1 Unit Masonry - Concrete block units to conform with A5TM C-90, Provide shapes and sizes required to completethe work with a minimum of cutting and piecing. Provide reinforcement of the types shown on the Drawings. 4-2 Mortar - Provide mortar type "5" conforming with ASTM 270. 4-3 Grout - Provide grout in accordance with A5TM C476. 4-4 Execution - Except as shown on the Drawings, lay up the concrete masonry units in Funning bond, tooling all joirt5 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 cos ses (16" c/c), typ, all walls. Dur-O-wal shall be continuous, with a minimum splice of 6". Provide prefab tees And corner sections as regired. 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 5ELECTIED TO AVOID DIELECTRIC )ECOMP051TION OR SUPPLY ADEQUATE SEPARATING MATERIAL BETWEEN THE TWO DIFFERENT META. METALS/FA5TENER5 IXP05ED TO WEATHER SHALL 6E 5TAINLE55 STEEL UNLE55 NOTED OTHERWISE ON THE DRAWIN06. DIVISION,51X - WOOD AND PLASTICS 6-2 LUMBER - ALL LUMBER PERMANENTLY INCORPORATED INTO THE STRUCTURE SHALL BE AIR OR KILN- DRIE1 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 5TRE55 FOR BEAMS SHALL BE 1500 P51 AT NORMAL LOAD DURATIQN. 2. MIN ALLOWABLE HORIZONTAL SHEAR 5TRE55 FOR BEAMS SHALL BE 90 PSI, 3. MIN ALLOWABLE MODULUS OF ELASTICITY FOR P05T OR BEAMS SHALL BE 1,500,000 P5I, ALL EXTERIOR WALL STUDS TO BE GROUP 2 LUMBER, KILN -DRIED 2X6'5 MINIMUM F6=1100 PSI, 2X4'5 MIN. FB 100, EXCEPT WHERE NOTED. ALL STUDS TO BE STRAIGHT AND TRUE. FRAMING LUMBER TO BE #1 OF BETTER, MINIMUM FB=VOO PSI. BLOCKING, BRACING, AND NAILERS SHALL BE UTILITY GRADE AND PROVIDED AS REQUIRED. PROVIDE BLOCKIN6 AT ALL WINDOWS DOORS FOR DRAPERY INSTALLATION. VOOD IN DIRECT CONTACT WITH CONCRETE, OR MASONRY SHALL BE PRESSURE TREATED WITH THE REQUIOWENT5 OF THE JDARD5 OF THE AMERICAN WOOD PRESERVERS ASSOCIATION. WOOD IN CONTACT WITH SOIL SHALL BE M,"NE GRADE ,TED. MOOD TRUSSES - PROVIDE TRUSSES ENGINEERED WITH METAL ROOFING (15#/FT DEAD LOAD EXCEPT AT 50LAR PANEL 5 SEE DRAWINGS). CRU5BE5 SHALL BE DESIGNED AND CERTIFIED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER INSTALLATION AND RY FIELD BRACING SHALL BE IN STRICT ACCORDANCE WITH MANUFACTUR5K5 5PECIFICATION6 AND APPLICABLE COPIES IDARD5. D GALVANIZED TRUSS ANCHOR5 SHALL BE PROVIDED AT EACH BEARING. INSTALLATION 5HALL 5EPARATE BOTTOM 35E5 FROM CONCRETE (WHERE APPLICABLE) WITH EITHER 30# FELT OR 5BCCI APPROVED GALVANIZED OR J55 SEATS. 4 BRIDGING AT 8' - 0" C/C AT THE BOTTOM CHORD AND AS OTHERWISE CALLED FOR ON THE TRUSS SHOP EQUATE BRACING AND BRIDGING SHALL BE USED DURING EPEC11014 OF THE TRUSSES TO PREVENT COLLAPSE ) THE TRU55E5. :OR ROOF TOP OR CEILING HUNG MECHANICAL EQUIPMENT AND OTHEK FTEM5 SUPPORTED BY THE WOOD ATTACHED TO THE TRU55E5 AT PANEL POINTS. THE GENERAL WNTRACTOR SHALL COORDINATE THE 105E ITEMS AND A55URE THAT PROVISIONS ARE MADE IN THE IF F51GN OF THE J015T BY MANUFACTURER ATED LOADS IMPOSED AND DIMENSIONAL 51ZE OF THE EQUIPM9INT• :MENT5 - TRU55 MANUFACTURER TO TAKE MEASUREMENTS IN FIELD AS REQUIRED TO VERIFY OR 610N5 ON DRAWINGS AND A55UME RESPONSIBILITY FOR FIT OF WOOD TRU55E5. COMPLY WITH "FASTENING SCHEDULE" OF THE S.B.G.C.I, 2001 EDITION AND OTHER FASTENING REQUIREMENTS CONTAINED IN THE PERTINENT REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, 6-10 METAL FASTENERS, CLIPS, HOLDDOWN5 - ALL MODEL NUMBERS ARE PER 51MP5ON STRONG- TIE COMPANY, INC. IF AN ALTERNATIVE MANUFACTURE 15 USED - SUBMIT ALLOWABLE LOADS, CAPACITIES TO THE ARCHITECT FOR APPROVAL. 6-11 SHEATHING 1. WALL SHEATHING - SHALL BE 4' X 8' X 618" (MIN.) CDX PLYWOOD AND SHALL BE NAILED WITH HOT DIPPED GALVANIZED BOX OR COMMON NAILS AS FOLLOWS: EDGE NAILING -10D AT 4" O.C. TOP AND BOTTOM PLATE NAILING -101) AT 4'O.C. INTERMEDIATE NAILING -10D AT 8"O.C. 2. ROOF SHEATHING - 5HALL BE 4' X 8' X 5/8"(MIN.) CDX PLYWOOD. IN5TALL THE PANEL'S LONG DIMEN51ON PERPENDICULAR TO THE FRAMING. SHEATHING FASTENERS SHALL BE 101) HOT DIPPED GALVANIZED BOX OR COMMON NAILS AT 4"0,C. AT EDGES AND 4"O.C. AT INTERMEDIATE FRAMING EXCEPT AS FOLLOWS: USE SD RING -SHANK NAILS AND ADHESIVE FOR ALL FASTENING WITHIN 5' OF A GABLE END. USE 4" FA5TENER SPACING AT GABLE ENDWALL OR GABLE TRU55. DIVISION SEVEN - THERMAL AND MOISTURE PROTECTION 7-1 WATERPROOFING - COORDINATE WATERPROOFING WITH OTHER TRADES AND MAKE PROVI510N6 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 5MAACNA'5 "ARCHITECTURAL SHEET METAL MANUAL." ALL FLASHING TO BE GALVALUME COMPATIBLE WITH ROOFING MATERIAL UNLE55 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 GO. APPROVED LIST). INSTALL THE PANELS CONTINUOUS WITHOUT SEAM PEKPINDICULAR 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 6-1 DOORS AND FRAMES - PROVIDE ALL DOOR5 AND FRAMES PER THE SCHEDULE, HOLLOW AND INSULATED DOOR5 5HALL 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 51MILAR 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 50LID CONCRETE OR GROUT JAMB WITH 1/4" X 31/4" MA50NRY 5CREW (IE. TAP -CON) FOR 11/4' 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 11/2 PART LIME, 3-4 PARTS 5AND 3,.FIN 15H COAT: 1 PART PORTLAND CEMENT, 314 TO 11/2 PART LIME, 3 PARTS 5AND 9-2 WALLBOARD ALL WALL AND SOFFIT BOARD SHALL BE A CEMENTIOU5 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 PIECOMMENPATION5 OF THE MANUFACTURER OF THE APPROVED PAINT SYSTEM, 2. ALL SURFACES SHALL BE COVERED WITH THE MINIMUM NUMBER OF COATS AS LISTED. ADDITIONAL COVERAGE 5HALL 6E 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 A5 NOTED, PROVIDE ALL BLOCKING, RECE65E5, 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. DIV15ION TWELVE - FURNISHINGS NOT APPLICABLE DIVISION THIRTEEN - SPECIAL CONSTRUCTION 13-1 SOLAR WATER HEATER PANELS- PROVIDE 10 + 4'X 6' PANEL5 TO BE MOUNTED ON THE ROOF. THE PANELS ARE PT-50-CN PER `PROGRE551VTU15E'. 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 5Y5TEM5 A5 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 15 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 EXTENTION5 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, A5 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. HO5E BIB5 5HALL BE BRA55 OR BRONZE, FASTENED 5ECUKELY 18" A60VE GRADE WHERE SHOWN ON DRAWINGS, ALL HOSE 13IB5 SHALL HAVE A NON -REMOVABLE ANTI-5YFHON 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 5LA15, HARD ABOVE SLAB. 10. INSULATION - PROVIDE PIPE INSULATION ON REFRIGERANT LINES AND DOMESTIC WATER LINES AS PER INDUSTRY 5TANDARD5. INSULATION EXP05ED TO WEATHER 5HALL BE PROTECTED A5 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. AON SIXTEEN - ELECTRICAL SCOPE: FURNISH ALL EQUIPMENT AND MATERIALS AND PERFORM ALL LABOR AND 5ERVICE5 NECE55ARY TO INSTALLATION A COMPLETE 5Y5TEM FOR LIGHTING AND POWER. EACH SYSTEM SHALL BE COMPLETE IN ALL RESPECTS AND SHALL BE 4ED OVER TO OWNER IN A FIR5T-CLA55 OPERATING CONDITION AND FULLY TESTED AND COMPLETE WITH ALL DEVICES WHICH NORMAL FOR INTENDED 5Y5TEM5 AND THOSE REQUIRED FOR THEIR SAFE OPERATION. ERIAL6 AND MANNER OF INSTALLATION OF ELECTRICAL SYSTEM SHALL BE IN STRICT ACCORDANCE WITH THE , E T5 OF LOCAL GOVERNING AUTHO RITIES HAVING JURISDICTION, AND THE STANDARDS SET FORTH BY NFPA, U,L., '. RECOGNIZED TESTING LABORATORIES. THE INSTALLATION SHALL CONFORM TO THE LATEST EDITION OF THE NEG, PMENT MOUNTED ON THE EXTERIOR OF THE BUILDING SHALL BE DESIGNED, LABELED, AND INSTALLED FOR EXTERIOR, .F )F SERVICE CONDITIONS. 16-4 SERVICE: CONTRACTOR SHALL CARRY OUT ALL REQUIRED ARRANGEMENTS WITH FPL FOR INSTALLATION OF THE SERVICE, & PERMITS, AND INSPECTION, A 16-7 PANEL SCHEDULE: PANEL SHALL BE CLEARLY MARKED A5 TO ALL CIRCUITS. 16-8 ALL WIRING SHALL BE IN CONDUIT WITH THW COPPER. U 16-12 PROVIDE GROUND FAULT PROTECTION ON ALL CIRCUITS SHOWN ON THE PANEL SCHEDULE, USING GROUND FAULT INTERRUPTING BREAKERS, OR DEVICES. 8 16-13 LIGHT FIXTURES - ALL FIXTURES WILL BE PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR, 12" VTR 2" SINK TO HUMAN SEPTIC SYSTEM 2" OINK I � i 2" r' � I i I 11/2" FL I I I I 3" FL DRAIN W/ TRAP 3„ I 3" WC I I 6" DRAIN 6" C.O. GATE VALVE W/ MANUAL CONTROLS 1 Budding Section S 3" FL DRAIN W/TRAP ON 3" W 6" DRAIN CONG FLUMBING FIXTURE R15ER I-�_2I___ _..,pod 3 9 ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPL A f REVIEWED BY - 1.0/_-All 8" OPEN CONIC TRENCH GROUT SLOPED REDUCTION TO PIPE I jVENT I VENT 6 \6" DIA FL DRAIN. TO 6 0pEN TRENCH R15ER 6" TRAP SEPTIC TANKS TO CHIMP SEPTIC SYSTEM LIC. CGCO13084 U W Nr s:: CIO M.. C ��` . E L [X •� v./ 0~ �•%'J CL V9 U ,-1 0 U 0 U J 4-► V) LL A L m A. CL LL JOB # 23-0501 DATE 10 08 03 SHEET A 6