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HomeMy WebLinkAboutPLANSparcel 1 - Area Calculations Total Site Area: 152.62 Ac. Impervious Area; 36.89 Ac. (24x) canaete Paverrlerlt/Sidmilks: 114 Aa Acom Road (ahel iockk 3.6 At Bul mp and Buillft Pads (52,122 SF) 119 Aa Lake (water aurtacek 3L5 Aa Pervious Area: 115.73 Ac. (76x) OPMSpam1673 Aa Parcel 2 - Future Site Area Calculations Total Site Area: 38.04 Ac. Impervious Area 5.07 Aa. (i3x) Acmes Rae&Parkklg t71 Aa B 0.36 Aa Lake (water surfacek 3A Ae Pervious Area ik 3297 Ac. (87x) ow �M � 3297 Ac General Notes 1. Ail building, parking and access areas shall document compliance with the requirements of the American Disabilities Act prior to the issuance of a building permit. 2. Fire protection to be provided in accordance with minimum governing requirements. J. Security lights to be provided on individual buildings. 4. Landscaping on North berm to be field adjusted to allow views from future education facility to Parcel 1. 3. Temporary irrigation provided for establishment of xeriscope landscaping. Orange Avenue, S.R. 68 Subject Site TWP: 35S Range: 38E Section: 25 Location Map The Northwest 1/4 of Section 25, townsnip j.o 3oum, nunge jo cusr un St. Lucie County, Florida. Less and except that port thereof owned in fee simple by any party for roods, canals, ditches, drainage and water management purposes. Together with: That plat filed May, 2002 known as Header Ranches Subdivision, as recorded in Plat Book 40, Page 38 of the Public Records of St. Lucie County, Florida. Rif 6:1 min. Access to Top of Berm Proposed Levee Detail A (See Sheet 2) Future Land Ilse: AG-5 (Agricultural -I du/5 ac.) Existing Zoning: AG-5 Existing Use: Citrus Grove Detail B (See Sheet 2) See Sheet 2 QC U 1 Parcel 2 38.04 Acres i. (Future Development and Temporary Spoil M M Stockpile Area) Future Land Use: AG-5 (Agrlcultural-1 du/5 cc.) w w 600 S. F. N N v Research Cottages i m 0C y O N Un 1* PM O N N O O O BUS Q PARKING 113 O O Lake 3.0 AC. 6,000 S.F. MUSEUM 6,000 S.F. PUBLIC EDUCATION FACILITY I EXISTING Parking ) EXISTING Administration) Building I Proposed Kitchen 1,200 S F1 l Proposed Clinic I 1,500 S.F.---1 E� st. Chimpanzee--j Ilntroduction Unit 6' hlgh -� barbed-wire security fence ' E !It. Chimp Housing Set F.F.E. 0- I 23.5 NGVD I 2,400 S.F. Residence (Caretaker) I DRAINFIELD AREA (Typical) Chimp Housing (Typical) Outdoor Area (2.2 acres)(typ.) u Gate 2,400 S.F._[ F.F.E.=24.5 Chimp Housing (Typical) 1,000 S.F. nt. Building - F.F.E.=24.5 5,000 S.F. Fenced Area Future Land Use: AG-5 (Agricultural -I du/5 ac.) Existing Zoning: AG-5 Existing Use: Citrus Grove Proposed Levee �� r, Existing 50' R.O.W. Goldsmith Road II \ — 5,000 S.F. Fenced Area -sroxY ei?w Q 7,000 S.F. w� I aME= �Malnt. Building optional Future .. ti 171,e department Development Areal platform for sump um r r rr / :II Temporary Spoil Stockpile a P'—\ ` r ^\<</;;;1n Area 30, \FAL; �\ ' hose Line r ( II I MPAD ,.. cow �Ir, I I ♦\. III I — \' Pod 2-_- I:II I I I�.�C%ii'i/ `\ ♦ % �I'!__-S=ti' i;7; , Pact 9Lji j Existing Pod 1 1�2111 Chimp Island Lake % \ Typical I ` I I ---- �.--- i III I Lake - - - - - 00 Pod 3'; '"1:: I I :I t;Pod 4 0 / / ra I ; I — r%��\ r /♦ - 1 I fir, ♦ �rli:::a I r�?\ \ ;,I Pod 10 Lake \�'��' )" r„ — 19.97 Ac. \ 12' high securityO E.O.W. / u�� ..F._. r, I ` ; i`♦ '''-_�••. :.1. ' i I wall w with 5' caBever Parcel rc e I 1 1 C I� 129 , I , extended Into lake. , /ry' :: \ Lake I \ ., r / // ♦ j --01 I ?I� / r \(C 11.53 Ac. 4 I:I .� I O E.O.W. NV or I'. Pod 5 too' i 11'__• `w:a I I n ^l♦ '� \I / ,,, , TYP t / , 111 al Pod fi \\\\ \\'� :. �irrrr/ ♦. /;.'—_ .I , �l / too• Pod o I I I 50 - .,� \I I _, \ i 01 ,- Lake 01 Pod 4 -Pod 7'`• //J, 11 I �:"'P ti,-`L:•`• I II_i VX 1=1 \ I I- . / /♦ ♦ /iii ipi I rr r A v/ �\ - I I\ r ♦ �/ Cr,�•�,iiJ I I I \ \,\\v ` I €� im Lake <' % EONTROL 17.4 e'' �"/� Caretaker's 2,400 S.F. "—Fire department platform 6:1 min. Access Residence F.F.E.=24.5 for sump pump to Top of Berm Detail C Future Land Use: AG-5(Agricultural-ldu/5ac.) (see sheet 2) Existing Zoning: AlG-5 Existing Use: Citrus Grove 0.0 4 s 0 6:1 min. Access to Top of Berm 30' Perimeter Road 6' high barbed—wire security fence N ZFuture Land Use: Agricul Existing Zoning. AG-5 Existing Use: Citrus Gro =O o � v O O O_ 0 Z 6' high 30' Perimeter Road barbed-wire security fence AIED Sw BY St. Lit( !Pro llTlt Lucido & Associates Land Planning / Landscape Architecture 701 E Ocean Blvd., Stuart, Florida 34994 (772) 220-2100, Fax (772) 223-0220 100 Avenue A Suite 2A, Fort Pierce, Florida 34950 (772) 467-1301, Fax (772) 467-1303 827 North Thornton Avenue, Orlando, Florida 32803 (407) 898-9521, Fax (407) 898-9768 p+iIwiela i ' t ,,,,. Site Data tarot ve Project Name. Center for Captive Chimpanzee Care Location: 3000 Header Canal Road Ft Pierce, Florida 34945 Owner. Institute for Captive Chimpanzee Care and Well -Being, Inc. P.O. Box 12220 Fort Pierce, FL 34979 (772) 429-0403 FAX (772) 460-0720 Planner/Landscape Architect: Lucido & Associates 701 E Ocean Blvd. Stuart, FL 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. Christian Fenex, Professional Surveyor and Mapper '*- 1657 South Dixie Highway Stuart, FL 34994 (772)283-2977 FAX (772)283-2979 +'3 Total Site Area (Parcel 1 & 2): 190.66 Ac. / Existing Land Use: AG-5 (Agricultural-1 du/5 aka Zoning: AG-5 Current Use. Agricultural Setbacks: Front 59 Rear 39 Side 29 Side Comer 30' Note: All Setbacks based off of Property Lines Maximum Height (allowed by AG-5): 80' Maximum Building Coverage: 10% • C; SCALE /i o r o ri ri Center for Captive Chimpanzee Care Site Plan ayoy�5oa St. Lucie County Florida Scale I"=200' Drawn by S.L.S. Checked By M.C. Computer File chimp-sp3.dwg Computer Station S.L.S. F'rojeset Number 9145.99 Date 123.03 Revisions e5.03 . 1029.03. I of 2 Gate 2,400 S.F. Residence / DRAINFIELD AREA (Typical) Detail A Scale:1'=40' II i DRA%NFIELDIARE,+k� 1 high security wall I I ' (TypiSr61) `' with 5' cantilever I r � extended into lake 4V t\ r Detail B Scale:1"=40' �\ \.\ \ \ V Gate 1,000 S.F. Maint. Building F.F.E.=24.5 5,000 S.F. Fenced Area AP �C s��r- DRAINFIELD AREA (Typical) \-/ ..-r/ ----------------- ------------------ Detail C Scale:1°=40' 1 1 \� EXISTING DITCH / \ / / PERIMETER SECTION A NORTH BOUNDARY NOT TO SCALE PERIMETER SECTION B WEST BOUNDARY NOT TO SCALE Typical 100' Xeriscape Landscape Section (North and West Berm) (47)100' sections required MYC 5 PE 5 Property Line —\ - I I Proposed Levee g Top of Berm I I I I - I Proposed Levee I I - I 30' Perimeter Road I E 100' PLANT LIST: TREES AND PALMS Keyl 91Z ICorrrrlon Name Botanical Name SoeclficaUons PE 1 235 1 SLASH PINE I Pinus elliottit 8' ht. x 3' sprd., 1.5' cal. min. SHRUBS AND GROUND COVER MYC 235 MYRICA CERIFERA I Wax mvrtle _ 24'ht. x 24' sprd., full 3 gal., As Shown SOD BAHIA I PaspaZum Notatum I weed —free `\ EXISTING DITCH j 1 \ / 1 \ I NORM '✓ON V Lucido & Associates Land Planning / Landscape Architecture 701 E Ocean Blvd., Stuart, Florida 34994 (772) 220-2100, Fax (772) 223 0220 100 Avenue A Suite 2A, Fort Pierce, Florida 34950 (772) 467-1301, Fax (772) 467-1303 827 North Thornton Avenue, Orlando, Florida 32803 (407) 898-9521, Fax (407) 898-9768 Parcel 2 - Future Site Area Calculations Total Site Area: 38.04 Ac. Impervious Area 5.07 Ac. (13%) Aooeas Road/Pafty t7l Ao. Bul&V : 036 Ae. Lake (water aufaoak 3.0 At Pervious Area: 3297 Ac. (87%) Open Spm 3297 AG General Notes 1. All building, parking and access areas shall document compliance with the requirements of the American Disabilities Act prior to the issuance of a building permit. 2. Fire protection to be provided in accordance with minimum governing requirements. 3. Security lights to be provided on individual buildings. 4. Landscaping on North berm to be field adjusted to allow views from future education facility to Parcel 1. 5. Temporary irrigation provided for establishment of xeriscape landscaping. SCALE nter for Captive ImpanZee Care Site Plan & Berm Planting Details St. Lucie County Florida scale I"=As Shown Drawn by S.L.S. Checked By M.C. Computer File chimp-8p3.dw9 Computer Station S.L.S. Project Number Sl45.99 Date 123.03 Revisions aso3 1029.03 Shest 2of2 #91 BENCH MARK #1, X-CUT IN HEAD WALL, ELEVATION 23.496' WITNESS CORNER N 5045.6894 \ E 4886.9816 NW CORNER OF THE NW 1/4 25-35-38 D.O.T. STATION 147+30.32 BENCH MARK #2, 3/8 IRON ROD, ELEVATION 22.00' / BETWEEN DITCHES 1 N 2318.7664 E 4974.0628 SW CORNER OF THE NW 1/4 25-35-38 HEADER RANCHES SUBDIVISION PLAT BOOK 40, PAGE 38 SW1/4 25-35-38 NOT INCLUDED CITRUS GROVE CITRUS GROVE POR11ON 24-35-38 NOT INCLUDED 1/4 CORNER OF THE NW 1/4 25-35-38 PROPERTY CORNER FALLS IN DITCH N 2295.5082 E 7496.2527 CITRUS GROVE NE1/4 25-35-38 NOT INCLUDED 5/8 IRON ROD, u�T SCALE 1" = 200' UPDATED: 4/22/2004 FORMBOARD TIE—IN (POD 4A): 3/22/2004 FORMBOARD TIE—IN (POD 6B): 3/15/2004 FORMBOARD TIE—IN (POD 38): 2/2/2004 FORMBOARD TIE—IN (POD 5A): 1/21/2004 FORMBOARD TIE—IN (POD 28): 1/13/2004 CHANGED TITLE: 10/20/2003 REVISED: 9/23/2003 REVISED: 9/2/2003 REVISED: 4/26/2000 REVISED: 3/20/2000 FIELD SURVEY DATE: 12/9/99 DRAWING COMPLETION DATE: 12/9/99 F.B.: L1 PG: 32 FILE: _99205.dwg GOLDSMITH ROAD �-9S Y LOCATION MAP (NOT TO SCALE) 5URVEYOR'S NOTES: i ®EARINGS REFER TO RIGHT—OF—WAY MAP SECTION NO. 9452. BEARING BASE IS THE BASE LINE OF SAID MAP. 2 �IP) = PLAT MEASUREMENT; (M) = FIELD MEASUREMENT 3. ROPERTY LIES IN FLOOD ZONE A, FEMA MAP #12111CO165 F, B—iJ-91. 4._THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR G4T—OF—WAYS, EASEMENTS, OR OTHER ENCUMBRANCES. 5. UNDERGROUND UTILITIES NOT LOCATED PER THIS SURVEY. 6. R/W = RIGHT—OF—WAY FENCES, DITCHES, AND IMPROVEMENTS NOT LOCATED. 8. KILL MONUMENTS SHOWN ARE FOUND UNLESS STATED OTHERWISE. 9. COORDINATES VALUES SHOWN ARE BASED ON AN ARBITRARY DATUM AND BEAR NO REFERENCE TO GEODETIC CONTROL. SVEYOR'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 - NOVD29, BOUNDARY AND _TOPOGRAPHIC SURVEY OF THE NORTHWEST ONE QUARTER (N.W. 1/4) OF SECTION 25, TOWNSHIP 35 SOUTH, RANGE 38 EAST, SITUATED IN ST. LUCIE COUNTY, FLORIDA. LESS AND EXCEPT THAT PART THEREOF OWNED IN FEE SIMPLE BY ANY PARTY FOR ROADS, CANALS, DITCHES, DRAINAGE AND WATER MANAGEMENT PURPOSES. FOR INSTITUTE FOR CAPTIVE CHIMPANZEE CARE AND WELL—BEING, INC. a corporation existing under the laws of the State of Florida CERTIFICATION: 1. INSTITUTE FOR CAPTIVE CHIMPANZEE CARE AND WELL—BEING, INC. a corporation existing under the laws of the State of Florida. 2. COMMONWEALTH LAND TITLE INSURANCE COMPANY 3. THOMAS A. FOGT, ESQ. I HEREBY CERTIFY THAT THE SKETCH SHOWN HEREON IS A CORRECT REPRESENTATION OF A SURVEY DONE UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. NO SEARCH OF THE PUBLIC RECORDS MADE FOR ERRORS OR OMISSIONS OF SAID DESCRIPTION. EASEMENTS OF RECORD NOT SHOWN UNLESS FURNISHED. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH UNDER RULE 61G17-6 F.A.C. BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS. 0 G '561-2 4 CHRISTIAN FENEX PROFESSIONAL SURVEYOR AND MAPPER 1657 S. DIXIE HWY., STUART, FL. P.O. BOX 2533, PALM CITY, FL. 34991 (772)283-2977 (772)283-2979 fax HRISTIAN FENEX, PSM FLA, REG. #5102 G r(Oo [U --D Center for Drawin Index C 6:�-) (npt Tl Title Sheet A5 Al Floor Plan and Door/Window Schedule A6 A2 Elevations/ Concrette Ceiling Plan A3 Foundation Plan and Footing Schedule A7 A4 Roof Framing Plan and Details 7 Wall Sections and Details Building Section, Plumbing Riser and Specifications Electrical Plan, Calculations/Riser/Panel Ca CONSTRUCTION CORPORATION v L U v v N CQ Q .. E L O U � L 0 0. v L. v (D U Cn z 0 Irk it ER O U N .0 V) m c M IZ LL w U � 0- ca 4-; CLU- k,"�\'o6)?, JOB # 03-0501 DATE 03/12/04 SHEET TI LIC. CGCO13084 DOOR SCHEDULE size type hardware design' preeaure remarks 1 " hollow fibrgl. swing Btainle.stl, knob 2 2 - 3'-O" x 6'-8" x 13/4" exterior insul fibr6il. owing stail knob 31,6/-39.8 1weatheretrip w/ h.c. threshold. Upper window J 1 2 - 3'-0" x 6-8" x 13/4 exterior 1n5ul metal swin stainle.stl. knob 31.6/-39.8 10'-0" x 6' 8" open mec an owing cage door J' 2'-8" w x 2'-8" h horiz sliding metal door wall mounted; 6-0" head height 6 3'-0" w x 6'-0" h vert. 5lidirij metal door remote wall mounted/ uillotine • 8'-4" head Hei ht % 6-0" w x 6'-8" h metal mesh swing gate 8 2'-8" w x 2-8" h horiz 5lichro metal door 3'-4" head Height 9 2'-0" w x 2'-0" h over head chute 10'-8" head Height 10 1'-8" w x 2'-0" h skylight NOTE: ALL H.M. DOORS AND TUBE STEEL MUST HAVE SEALED TOP/BOTT CAPS TO DEEP CRITTERS FROM HIDING OUT. 6" PIPE - LID \ AND C.O. - ----- /--- - - - - - EDGE OF d O CONCRETE R) SLAB BM HGHT CHANGE 12'-0" TO 1O'-0' , CONIC. SLAB TO CONNECT BETWEEN BUILDINGS (TBD IN FIELD) 1 EDGE OF Floor Plan r©� 0 UNIT#1 0. H. CAGE CHUTE VERIFY LOCATION W/CAGE FABRICATOR 6'-01, O 10 EXTEND LIXIT PIPE TWO PER CAGE FIVE FEET APART (TYP.) 0. H. CAGE CHUTE UNIT #2 O 13'-4" BASE CABINET - WALL MTD. 5" A.F.F. PROVIDE FILLED CELL BELOW SILL T-O" FROM WINDOW OPN'G EA. O SIDE FOR BRACING WT W I I I tLjl� A H/C Q n NOTE: ALL HARDWARE TO BE 5TAINLE55 STEEL Head heights are from 0'-0" at top of curb See Elevations OPN'G 8" MESH (IT TO (VLOJ) n UNIT#3 ( 10 O \ 8" X 8" CAST CONC. BURR 0 OPN'GS UNIT #4 13'-4" 5ERVICE AREA WALL MTD UPPER CABINETS 0 W1 N DOW OPEN I NG SCH EDU LE Size/model type frame 01356 head Fight. design remarks ASin 2 - 3'-1" w x 3'-2 3/8" h sin le hun alum/white 9 le, tinted 6' 8" 31.6/ 4.6 metal security bars mtd, over window B 4'-011w x 6' I opl oigen mesh metal no 611aco 6' 8" 3 Bided bay window "viewport" C '- ° " open mesh metal no lass ro 8" interior mtl. cage "window" 10'-0" w x 4'-0" wall o n' o en mesh metal no olaee 6' - 8" interior mtl. ca le"window" CD L F 1'-71/8" w x 2'-2 3/8" h sin le hun alum/white sin le tinted 6' - 8" 31.6/-34.6 G 3'-4" w x 4' 0" wall o n' o en mesh no lass 8" exterior mtl. ca e "window" H T-81/2" w x T-81/2" h ehst. fan 8' - g° I REMOTE'LIXIT' ON CONG. YARD '- PYLON (V.L.O.J.) 1 i O �,1 i•3 • -� it 1'-3" 0 R >ba H/C 0 UNIT#5 O 0 :ND LIXIT PIPE TWO PER CAGE FEET APART (TYR) U NIT #6 LIAT WATER SUPPLY FOR CHIMPS (TYP) - .....7 (� I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I i I 1 1 8'-8" `E W.O. VALVE 11 I I �— BA5E CABINET - WALL MTD. 5" A.F.F. PROVIDE FILLED CELL BELOW SILL T-O" FROM WINDOW OPN'G EA. SIDE FOR BRACING I 1' 0" 1' 0" W WT 7" A13C VEFOR EXH FAN I II 1'-81 2" I JJJ I II II I II II I) C� WALLS NOT REQUIRED TO BE FILLED SOLID EACH CELL. ONLY AT VERT REINFORCEMENT CELLS. WALLS FILLED SOLID EACH CELL. WITH OR WITHOUT VERT REINFORCEMENT II 0 l O 6" DRAIN 0 U II I 1 F- — —1 I I I I I I 1 ST 1 I I I I I I I I II II II II II II II II II II II II I� II II II II II II EDGE OF I I CONC.5LAB l I II II II II CONSTRUCTION 19V CORPORATION LIC. CGCO13084 JOB # _ 03-0501 DATE 10/M03 SHEET Al 1/4 11 /411 = 1 '-011 T PATIO SLAB T.O.B OI-011 50LARPANEL5 T.O.B. 01-011 L---------- Right Elevation 1/4" = 1'-0" 24" X 24" LOUVER INTAKE GRILL 12 72 12 21 ELEV. 0'-0" CEMENT 60ARD HORIZ. SIDING ABOVE PAINTED CONG. �— (TYP,) O.H. CEMENT BOARD HORIZ "— 51DING ABOVE GONG. FAINTED CONC. BLOCK WALL �— GA57 CONC. BLOCK (TYP.) --�I SURROUND AT OPN'G5 EXTERIORMTD. HORIZ. SLIDING METAL DOOR E: 1------—----— —�—�`- ALr CHIMP ENTRY DOOIZOFN'G Left Elevation 24' X24" LOUVER INTAKE GRILL fil O.H. _ ao BLOCK SOLAR PANELS CEMENT BOARD ABOVE GONG. BLOCK C/A5T GONG. WALL I NTERIOR MTD. 511PROUNII AT HORIZ. SLIDING (TYF OF 3) I� 00 FAINTED CONC. BLOCK (IYP.) a Rear Elevation 1/4" = 1'-o„ T — — ELEV_C'-0" — — — BAY WINDOW SHAPED "VIEWPORT' W/WIRE MESH 51DE5 & ALUM. PANEL ROOF C a I I ------- ELEV. 0'-0" �— — — — — — — — — — Concrete Cei I i n Plan METALROOF Front Elevation R(V1P KAOI OJTFn L V �W W N ru .. a L O .� J > ■ .� ro 00 T. 4— :3 a- J o� L. (J l7 Cn 0 o CIO 01 M O M O v dl .v J 4j V) JOB # _03-0501 DATE 03/-12/04 SHEET A 2 CONSTRUCTION CORPORATION LIC. CGCO13084 PVC GRATE O" N \ 1 FABRIGATED 5TAINLE55 �^, . ° •'. :• `, / STEEL TRENCH DRAINS \\� #4 X 6" REBAR @ 2'-0" O.C. WELD TO STEEL ANGLE 1 1 1 � 1 FIBER REINFORCED PVC GRATE (250# LOAD RATING) 1 / I 3 #4 CONT. #5 VERT REBAR 48" O.C. MAX (TYP) EXCEPT IN OPN'G5 TRENCH DETAIL N.T.S. FOOTING SCHEDULE TYPE DE5GRIPTION T.O.F. 24' x 12" CONT. GONG THKN SLAB •0" +01 FT'G W! 3 • #5 CONT --x --x- -x >E 3" CLR BOTT ro 1_ " 1 6 x 1 T_ 8 GONG MONO FTG W/ 3- #5 CONT 2'-6" WIDE DB'L LAYER 6 X 610/10 WWF @ PERIMETER D q 3" CLR BOTT T-6" xT-6" GONG MONO FTG W/ 3 #5 a CONT 3" CLR BOTT +0' O" R 2'-2" FTG EXTENDED W/ 2 • #4 BAR .,"..` CONT �. V-6" 2'-2" 8" x 8" GONG MONO FTO W/ 1 • #5 VARIES 7 " CLR BOTT 33" CLR WI SLOPE 1 1 � 16" x 12" CONT. GONG THKN SLAB FTG- 0'-0" W/2•#5CONT --�- - 3" CLR BOTT w 1'-6" x T-8" GONG MONO FTG W/ 3 • #5 CONT 2'-6" WIDE DB'L LAYER 6 X 610/10 0' 0" WWF C&D1 PERIMETER 3" CLR BOTT ■ •` \Xt ;,_„ 4" CONC SLAB 25 0 P51 ON COMPACTED, TER ITE TREATED SAND FI L (TYP) 4" CONC. SLAB SLOPE 11/2" 1/2" In 0 9 Nlia•V ////// 8"TRENCH SECTION A -A PATIO 5LA6 ms r-------- U 8"TRENCH J SLOPE TO FLOOR DRAIN PROVIDE CLEAN -OUT COVER CONNECTTO 8" 8" SLOPE 2" SLOPE 2" RAISED SLAB FOR BAY -------_� OTHER C RAISED SLAB FOR BAY WINDOW VIEWPORT WINDOW VIEWPORT / f6" MATCH ELEV, HEIGHT 4" MATCH ELEV. HEIGHT r-------- -- - -------------------- - --- - - - r---------iq ----------------- r----------------------------------------------- r --------------------------------------------- - r----- 1S - WASHOUT IN END OFTRENCH II "0 0 SLOPE 4" i SLOPE 4" SLOPE 4" I 77 ------------------------ ' it --------.-- .........--------- - -------� ---------- r...................__. _.__ • r_.---------------- ..__....__.___. _._____--____ -------------------------------------------- • N � I N � 2 I = 8 z II w A A < A o Li W N 4' CONC SLAB 3000 PSI 6/0 X w 10/10WWMON6MIL POLY V.B. LNu w OVER COMPACTED, TERMITE w TREATED SAND FILL (TYP) DZ i 1 WASHOUT ----------.; 3 3 VALVE--------- - - ---- o- 0 mi .Lu 6" DRAIN CONC. CLEAN OUT W/ALUM. DIAMOND WASHOUT IN � PLATE COVER ENDOFTRENCH J GATE VALVE W/ CONTROLABOVE I I GRADE I II II II II II #5 VERT REBAR I 48" O.C. MAX I (TYP) EXCEPT IN OPN'G5 I II II II II I I- 1 1 6" INLET TO I 57 I SEPTIC WASHOUT II TANK VALVE I I (CHIMPS) J PVC TRANS. PVC TRANS, I - --------------------------------- NROM8"T061--------------------------------------------------------------------------------------- -------------------- FKOM8"TOO" I PI,TCOLLAR A� COLLAR! II I I I O" 36'-01, II SLOPE 2" SLOPE 2" 0 SLOPE 2" I I LOPE 2° -41' ---------------------------------------------- II I - - F .... - 4"SLAB @ENTRY 4 \ SLOPE 11/2' i SLOPE 11/2" / -4" I NV, \ FLOOR DRAIN \ I o REVERSE OSMOSIS O� / \d l I WATEREQUIPMENT. T VE �CONNECTONLYTO / CHIMP'LIXITLDQNKING5UPPLY / s - • 6" PIPE 1 WITH CPVC PIPE I I • �------- i l I I -- -; cl- a N ✓% o 3' X 3LCL AN -OUT BOX W/ REMOVA LE DIAMOND 1 1 PLATE LIEI SLOPE � 71 1- � , � � '%l 1/2' I � � I � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 -Ju- - - - - - - - - - - - - 4— 1 p \ ,,••'• j 1 7- I- - - - - - - - - - - - _ 6" PIPE 3' X 3' CLEAN -OUT BOX W/ - - - - - - - - - - - - - - -r 7 7- 1- - - - - - - - - - - - - 3' X 3' GLEAN -OUT BOX W/ N •,f REMOVABLE DIAMOND - - REMOVABLE DIAMOND - - L �j I II II II Foundation Plan 1 /4" =R 1 '-011 r s W L � V W •V N 3 c 4 j r0 �, 0 l T . 4.Jv ■ aaas. 00 L �0 0 L U- V 0ro ¢v vv au L z O to ono �co o c- rA r. o JOB # 03-0501 DATE 10/08/03 SHEET A3 LIC. CGO013084 FILLED SOLID CMU CELL 1 x P.T. BUCK W/ SHIMS ANCHORED W/ 1/4" DIA x 31/4" MAS. SCREWS 18" O.C. AND AT ENDS EXT.POLYUKETHANE SEALANT SEAM D BY 1PH/3 OF 0WINDOWAMBIHEAD N.T.S. ALUM WINDOW W/ MA5. 5CREW5 AS DESIGNATED BY WINDOW MANUF (11/4" MIN. IMBED) CONT BEAD AT PERIMETER W/ 'VULCAN' POLYURETHANE SEALANT SLOPE CONC. GILL 100 MIN CONC. SILL W/3/4' KECE55 8" CMU BELOW SILL WINDOW SILL N.T.S. LINTEL SCHEDULE APPLIED APPLIED SAFE TOB BEAM TYPE B UPLIFT GRAVITY UPLIFT GRAVITY LENGTH LINTEL LOAD PSF LOAD P5F LOAD FEE LOAD P5F NO 8'-2" 8 X 16 CMU SHORED AND CIP 0 550 1080 2260 6' 4" MAX B1 W/ #51T/16 5EE DETAIL A-A5 SEE ELEV 8 X 8 FORMED AND GIP W/ #5 -113 0 750 1140 1255 6'-0" B2 (AT CAGED OPN'G 5EE G-A5) 12'-0" 8 X 20 CMU AND CIP W/ 245 1T/115 1020 1800 2000 3900 8'-8" 133 12'-O° 8 X 56 CMU CIP N1 #51T/2B 0 2100 2600 4100 11'-0" B4 5EE C-A5 12'-0" 8 X 56 CMU CIP W/ #51T/25 0 2100 2600 4100 3'-4" B5 5EE C-A5 12'-0" X 16 CMU CIP W/ #51T/1B POURED 600 1250 CLIP LOAD 4100 CONT T135 ONO W1 CONC 51-A8 SEE E-A5 10,4611 SEE B A5U GIPWI #51T/1B 600 1250 CLIP LOAD 4100 CONT T56 8'-10" X 16 CMU CIP W/ #51T/1B 150 250 CLIP LOAD 4100 CONT TB7 5EE 13-A5 GENERAL NOTES: TRU55 MANUF DE51GN TRU55 TOP CHORD FOR PANELS AND 1/4" DIA LAG BOLT OPENING5 WITH SIMILAR LINTEL LENGTHS CALCULATED FOR THE WORST (4 TOTAL) CASE SCENARIO 600# UP W/ LTA10R HETA 12 ANCHOR ORIGIN OF CENTERS I I I I I I I I + I Ik I I [5g, I I I I I I I I I I RAKE FLUSH IIIIII� ---------- i 2X4CROSS I I ( IAZACINGL 5 BAYS--- AYS I I ---1---AILCELLFILLEe,r_LID TO�CONC 3LAB I(ED IL -jI I y / l r — —e- - jj L?;�L_ _ I e 24" x 48" ATTIC I ACCEIS I e e e e ---�-- Ir_, f"J"5KYI�IGHT2X4 P,055' I BRACNG 21 I I I I I AE58511I I I I I� e e e 24" x 8" ATTIC e e e e y I 54 Ibe Iil I "I iI II I I iI IeI 0IPANIELS�I-- e B2— -I I750#P W/ A10 AN Hy ANCHIR I I�I NCH f75 # UP T' ETA 1j 50# W/eAOR TCHORBRG r 1' 7r1 1 e e 1 " 1 1 e a Hi�15) 5E ETA 1 e e i - — B1 M1 GIETAILI I1I I I 'r e,�Qvi 4,L12 5 e e i e e e e e e e i i 380# UP W/ LTA10R HETA 12 TB7 ANCHOR 580# UP WI LTA10R HETA 12 ANCHOR Roof Framing Plan 11/4" DBL'T MOUNTING ANGLE AT CORNERS (200# DL EA) B1 PER SOLAR PANEL SPEC ALIGN W/ TRU55 I 5 PANELS 1 OTAL TYPICAL SOLAR ON ROOF LOCATION PANEL DEPENDS ON BLDG Q SUN NTATI N TO O PROVIDE 700 LB5 TOP CHORD LOAD FOR EA SOLAR WATER PANELS TB6 380# UP W/ LTA10R HETA 12 ANCHOR CONSTRUCTION 111V CORPORATION LIC. CGCO13084 JOB # 03-0501 DATE 03/12/04 SHEET A4 1/4" = 1'-01 1 CONT. ROUND GALVALUME TRIM TO COVER EDGE 1/2" GEMENTBOARD PANELS OVER 30# ROOFING FELT ON 5/5" GDX PLYWD SHEATHING OVER 2X4 KICKERS ATTACHED 2' O.C. CD EA. TRUSS NAILED W14.16d 8" CONG. SLAB, 3000 PSI SEE FRAMING PLAN 12'-0" ---—- — - — - —- LTA10RL---- HETA 12/ 18 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 T FORM AND POUR 8" X 6" CONC. (HEAD, JAMB, SILL) AT ALL GAGE UNITOPENINC75 W/ 145 RE -BAR REINFORCED WIRE MESH, BAY WINDOW SHAPE 'VIEWPORT W/2" X 2" X 1/4" ANGLE FRAMING W/REINF. GALVALUME ROOFFANEL PATIO E 12 �2 SCALE 3/4 -o" 12 2 WDTRU55ES 24" O.C. (TYP) NOM8"X8"X16"CMU WALL WITH GALV. #5 DOWEL 4" INTO "DUP-0-WALL" LADDER BEAM W/ A 24" TIES EVERY THIRD EXTENTION COURSE \ y { REINFORCED WIRE MESH PANEL W/2" X 2" X 1/4" ANGLE FRAMING. CAGE CAGE CAGE UNIT UNIT UNIT FILL ALL CELLS AT WALLS AROUND CAGE UNITS (INTERIOR & EXTERI R) P . 0" #5 DOWELS W/ 6" 90 BEND&25" EXTENSION 9 SLOPE FLOOR TO VERT. REINF. TRENCH DRAIN (SEE PLAN) (TYP) u .. P....P. D ..P. SCALE 3/4"=a`-0" METAL ROOF WE). TRUSS LTA10R TOP CHORD HETA12 / __.._..._ _ 2 X 6 70P CHORD 7 I _ _ TRU55 BEYOND @ LJ' ' SOLAR PANEL AREAS 5MOOTH'HARDIPLANK' PANELS W/BATTENS FOR e x 1/2'"HARDIPLANK' CLG. IN HALLWAYS CLG IN HALLWAYS 2� Beam @ Truss SteD Down TYPICAL: 30# BLDG PAPER OF SPACE SEPARATION OF WE). TRUSS W/GONG. 5LAB SEE TRUSS DRAWINGS 12 FORTOPCHORD 2 BEARING LTA10R CMU OUTSIDE HETA12 FACE FORM & IIDN51DE REMOV FORMED CONCAVE EDGE OF CLG, 5LA130 WALL JOINT (TYP ALL CAGE UNITS) NOM 8" X 8" X 16" CMU WALL W/ GALV. "DUR-O-WALL" LADDERTIES EVERY THIRD COURSE REINFORCED PANEL W/2" X FRAMING, CAGE UNIT FORM AND POUR 8" X 8" GONG. (HEAD, JAMB, SILL) AT ALL CAGE UNIT OPENINGS W/ 145 RE -BAR FILL ALL CELLS AT WALLS AROUND CAGE UNITS (INTERIOR AND EXTERIOR) (2) 1 Od TYP. EA. TRUSS (3) 16D TYP. T 2" X 6" TOP CORDRUSS ENGINEERING Y @ 50LAR PANEL AREA 12 LTA1 OR 2 HETA12 5/8" CEMENT BOARD CLG IN 4' X 8' PANELS FOR SERVICE AREAS J ALL CMU ABOVE WINDOW BM. TO BE H' BLK., WITHOUT OBSTRUCTION FOR 8" BM OR BOND BM CONT. GONG. FOUR SEE LINTEL 5CHEDULE (TB6) SERVICE AREA D .: p lel SERVICE AREA 13 WALL SE A� SCALE CONNECTION DETAIL @ GABLE A4 SCALE 1 1 /2" = 1 ' - 0 " 5EE TRU55 DRAWINGS FORTOPCHORD BEARING EXTEND ROOF W/ 2" X 6" TOP CORD METAL ROOF OVER 3" INSULATION 1" 20 GA HATCHANNEL5 30" O.C. Wl 2-10GA X 11/2" WD SCREWS EA/TRU55 LTA10R JTA12GALVALUME&GUT\TER 1 2 X 6 FASCIA (TyP') PERFORATED ALUM SOFFIT EQU IlP RM TOP OF CURB 0'-0" (TYP) — — 1 1 /2" HAT CHANNELS 2'6" O.C. 'METAL GABLE TRIM W/ 6d NAIL @8" O.C. 2x4 DIAGONAL BRACE RESTRAINT LOCATION AS SHOWN ON PLAN HARDIPLANK SIDING OVER 30# FELT AND 5/8" CDX PLYWOOD GABLE END FASTEN TO SLEEPER W/ 16d NAILS @ 4" O/C TYPICAL CONT, 2X4 SLEEPER FASTEN TO BEAM W/ HILTI XDNI 2-5/8" LG. @ 6" O.C. 1 x 4 LATERAL BRACING IN-BETWEEN 'X' BRACING CONC BEAM/CMU WALL METAL ROOF OVER 3" INSULATION 11/2" HATCHANNEL5 EXTEND ROOF W/2 X 4 TOP CORD LTA10R GALVALUME&GUTTER HETA12 2X6 7 SUD FASCIA 1/2" CEMENT WRAPPED W/ ALUM. (TYP.) BD. CLG. (iB6) PERFORATED ALUM SOFFIT 8"X16"CMU HEADER W/(2) #5 CONT. KNOCK DOWN �WEB B"1 SERVICE AREA CMU IN RUNNING BOND SHORED AND FORM BOTT FOR GONG, POUR �I WALL MT'D CABIN OPEN BELOW BRACKETAN D INTO FILLED 0 C) OWELS W/ 6" DEG. BEND & 75" EXTENSION ' 6X6/1.4X1.4 WWF DBL36" WIDE PERIMETER) MONO, GONG. FT'G - SEE FOUND PLAN. WALL SE SCALE 3/4 ` CT I O N g a CONSTRUCTION 1V CORPORATION LIC. CGO013084 Q� 0 L. c �U V v J N(Al c CIO ■ ■ O , U a� '- V Z O O _ LL 4-J M ,N O c: r C- L (D N V co CLL rn 0 W oo o A o �Ao JOB # 03-0501 DIXTE 1Q/08/03 SHEET A5 CENTER FOR CAPTIVE CHIMPANZEE DIVISION ONE - GENERAL REQUIREMENTS 1-1 INTERPRETATION OF PLANS - THE ARCHITECTS SERVICES DOES NOT INCLUDE SUPERVISION OF CONSTRUCTION. THE ARCHITECT DIVEST HIMSELF OF THE RESPONSIBILITY OF THE WORK, ERRORS OR EMISSIONS RESULTING FROM THE INTERPRETATION OF THE PLANS. IF THE CONTRACTOR BELIEVES HE HAS DISCOVERED ERRORS OR OMISSIONS IN THE PLANS TOE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE CONTINUING WORK. 1-2 APPLICABLE STANDARDS - ALL WORK UNDER THIS CONTRACT, OR SUB -CONTRACTS SHALL CONFORM TO RECENT EDITIONS OF LOCAL, STATE AND NATIONAL CODES, ORDINANCES AND REGULATIONS PERTAINING TO THE WORK, A.C.I., A.N.$.I., A.S.T.M., O.S.H.A„ ETC. 1-4 VERIFYING CONDITIONS - BEFORE COMMENCING WORK, CONTRACTOR SHALL VERIFY MEASUREMENTS AND CONDITIONS AT BUILDING SITE. ANY DIFFERENCES BETWEEN ACTUAL MEASUREMENTS AND THOSE SHOWN ON DRAWINGS $HALL BE SUBMITTED TO THE ARCHITECT IN WRITING BEFORE PROCEEDING. 1-6 SURVEYING - OWNER TO PROVIDE ORIGINAL SURVEY. CONTRACTOR TO PROVIDE ALL SURVEYING AS REQUIRED DURING CONSTRUCTION AND SHALL VERIFY ALL SET BACKS AND ELEVATIONS. 1-16 DIMENSIONS - DIMENSIONS FOLLOWED BY +/- GENERALLY ARE TAKEN TO EXISTING WORK. THESE DIMENSIONS SHOULD BE REVIEWED AND ALL NECESSARY ADJUSTMENTS MADE PRIOR TO FABRICATION AND/OR INSTALLATION OF AFFECTED WORK. NOTIFY ARCHITECT -ENGINEER IF DISCREPANCIES ARISE THAT MAKE IT IMPOSSIBLE TO COMPLETE TH€ WORK AS INTENDED. 1-17 FLORIDA BUILDING CODE - THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT HAS BEEN DESIGNED TO CONFORM WITH THE REQUIREMENTS OF A 120 MPH WIND SPEED. DIVISION TWO - SITE WORK 2-4 CLEARING - REMOVE VEGETATION AND ORGANIC MATTER FROM BUILDING AND PAVEMENT AREA, REMOVE FROM SITE. DO NOT BURY. 2-5 EXCAVATION - EXCAVATE SITE TO LEVELS REQUIRED FOR CONSTRUCTION. STRIP SOIL OF ALL DELETERIOUS MATERIAL 5'-0" PAST EXTERIOR OF BUILDING LINES. 2-6 FILL AND COMPACTION - PROVIDE CLEAN WELL -GRADED SAND PLACED IN MAXIMUM 12" LIFTS COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY, ASTM D-1557 AT OPTIMUM MOISTURE CONTENT. COMPACTION IS TO BE VERIFIED BY AN INDEPENDENT TESTING LABORATORY AND REPORTED TO ARCHITECT PRIOR TO COMMENCEMENT OF FOUNDATION CONSTRUCTION. 2-7 SOIL BEARING - FOUNDATIONS ARE DESIGNED ASSUMING 25QO PSF BEARING CAPACITY. CONTRACTOR IS TO VERIFY AND TO NOTIFY ARCHITECT. IF SUCH BEARING VALUES CANNOT BE DEVELOPED IN THE SOIL UNDER THE BUILDING, THE CONTRACTOR IS TO NOTIFY THE ARCHITECT IN WRITING. 2-8 SOIL TREATMENT - TREAT COMPACTED SOIL WITH AN APPROVED TERMITE TREATMENT AT RATES SPECIFIED BY MANUFACTURER. TREATMENT SHALL NOT BE MADE WHEN GROUND IS EXCESSIVELY WET OR DIRECTLY AFTER HEAVY RAINS. 2-9 SITE GRADING AND DRAINAGE - SEE CIVIL ENGINEER SITE PLAN FOR DETAILS, DIVISION THREE - CONCRETE 3-2 CONCRETE - STRUCTURAL CONCRETE SHALL DEVELOP A MINIMUM STRENGTH OF 3000 PSI AT 28 DAYS. ALL CONCRETE SHALL BE READY MIXED AND IN ACCORDANCE WITH ASTM C-94. MAXIMUM ALLOWABLE SLUMP TO BE 5". ALL SLABS TO BE 3000 PSI AT 28 DAYS. 3-3 SCOPE - PROVIDE ALL STRUCTURAL CONCRETE, FILLED CELLS, SLABS, BEAMS, FOOTINGS, EQUIPMENT PADS, DRIVES, WALKS, ETC. AS SHOWN ON DRAWINGS OR AS NEEDED TO COMPLETE JOB. 3-4 CONCRETE FORMWORK - ADEQUATE AND SAFE DESIGN OF FORMWORK AND SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR. SLEEVE SLAB AND FOOTING AS REQUIRED FOR MECHANICAL AND ELECTRICAL. VERIFY MECHANICAL AND ELECTRICAL REQUIREMENTS FROM OWNERS FIXTURE'S SPECIFICATION. 3-5 CRACK CONTROL - PROVIDE 6X6, 10/1 Q GAUGE WELDED WIRE FABRIC IN ALL SLABS, WALKS, AND DRIVES ALSO PROVIDE "FIBERMESH" (1.5 LBS PER CUBIC YARD) CRACK CONTROL ADDITIVE PER MANUFACTURER'S SPECIFICATIONS IN ALL SLABS AND MONOLITHIC FOOTING. 3-7 REINFORCEMENT - REINFORCING BARS SHALL CONFORM TO ASTM SPECIFICATION A615. LATEST EDITION, INCLUDING SUPPLEMENTAL REQUIREMENTS AND SHALL BE GRADE 60. SPLICES IN CONCRETE, LAP BARS 42 BAR DIAMETERS. SPLICES IN MASONRY, LAP BARS 48 BAR DIAMETERS. AT CORNERS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE CORNER BARS. BARS INTERSECTING AT RE-ENTRANT CORNERS SHALL CROSS, WITH EACH ENDING AT THE FAR FACE OF THE WALL WITH A STANDARD HOOK AT STANDARD COVER UNLESS NOTED OTHERWISE ON THE DRAWINGS. AROUND OPENINGS AND STEPS IN WALLS, PROVIDE (2) #5'S EXTENDING Z'-O" BEYOND EDGE OF OPENING OR STEP, HORIZONTAL BARS AT THE TOP OF THE BEAMS SHALL BE SPLICED ONLY AT MIDSPAN BETWEEN COLUMNS AND HORIZONTAL BOTTOM BARS SHALL BE SPLICED ONLY AT COLUMN CENTERLINE. 3-8 EXPANSION BOLTS- WHERE REQUIRED SHALL BE LOCATED AT A MIN OF 5 BOLT DIAMETERS FROM THE CONCRETE EDGES AND SPACED A MIN OF 10 BOLT DIAMETERS U.N.O. DIVISION FOUR - MASONRY 4-5 FILL MASONRY CELLS - AS STATED WITH VERT. REINFORCEMENT AND AT ALL DOOR / WINDOW JAMBS AND SILLS SOLID WITH CONCRETE. ALSO FILL ALL CELLS OF PERIMETER WALLS OF CHIMP ROOMS. 4-1 Unit Masonry - Concrete block units to conform with ASTM C-90. Provide shapes and sizes required to complete the work with a minimum of cutting and piecing. Provide reinforcement of the types shown on the Drawings. 4-2 Mortar - Provide mortar type "S" conforming with ASTM 270, 4-3 Grout - Provide grout in accordance with ASTM C476. 4-4 Execution - Except as shown on the Drawings, lay up the concrete masonry units in running bond, tooling all joints except where scheduled to be stucco. 4-5 Horizontal reinforcement 2. Masonry contractor shall provide 9-GA "Ladder" type "Dur-O-wal" horizontal joint reinforcement at alternate courses 0 6" CA'), 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. METALS/FASTENERS EXPOSED TO WEATHER SHALL BE STAINLESS STEEL UNLESS NOTED OTHERWISE ON THE DRAWINGS. DIVISION SIX - WOOD AND PLASTICS 6-2 LUMBER - ALL LUMBER PERMANENTLY INCORPORATED INTO THE STRUCTURE SHALL BE AIR OR KILN- DRIED AND SHALL CONTAIN NOT MORE THAN 19% MOISTURE. ELEVATE AND COVER LUMBER ON SITE TO PROTECT FROM MOISTURE. ALL LUMBER AND PLYWOOD SHALL BE IDENTIFIED BY GRADE STAMPS. 1. MIN ALLOWABLE FLEXURAL BENDING STRESS FOR BEAMS SHALL BE 1500 PSI AT NORMAL LOAD DURATION. 2. MIN ALLOWABLE HORIZONTAL SHEAR STRESS FOR BEAMS SHALL BE 90 PSI. 3. MIN ALLOWABLE MODULUS OF ELASTICITY FOR POST OR BEAMS SHALL BE 1,500,000 PSI. ALL EXTERIOR WALL STUDS TO BE GROUP 2 LUMBER, KILN -DRIED 2X6'S MINIMUM FB-I 100 PSI, 2X4'S MIN. FB 1800, EXCEPT WHERE NOTED. ALL STUDS TO BE STRAIGHT AND TRUE. FRAMING LUMBER TO BE #1 OR BETTER, MINIMUM FB=1200 PSI. BLOCKING, BRACING, AND NAILERS SHALL BE UTILITY GRADE AND PROVIDED AS REQUIRED. PROVIDE BLOCKING AT ALL WINDOWS AND DOORS FOR DRAPERY INSTALLATION. 6-4 WOOD IN DIRECT CONTACT WITH CONCRETE, OR MASONRY SHALL BE PRESSURE TREATED WITH THE REQUIREMENTS OF THE STANDARDS OF THE AMERICAN WOOD PRESERVERS ASSOCIATION. WOOD IN CONTACT WITH SOIL SHALL BE MARINE GRADE TREATED. 6-6 WOOD TRUSSES - PROVIDE TRUSSES ENGINEERED WITH METAL ROOFING (15#/FT DEAD LOAD EXCEPT AT SOLAR PANEL LOCATIONS SEE DRAWINGS). 1, WOOD TRUSSES SHALL BE DESIGNED AND CERTIFIED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. INSTALLATION AND TEMPORARY FIELD BRACING SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND APPLICABLE CODES AND STANDARDS. APPROVED GALVANIZED TRUSS ANCHORS SHALL BE PROVIDED AT EACH BEARING. INSTALLATION SHALL SEPARATE BOTTOM CHORD OF TRUSSES FROM CONCRETE (WHERE APPLICABLE) WITH EITHER 30# FELT OR SBCCI APPROVED GALVANIZED OR STAINLESS TRUSS SEATS. 2. PROVIDE 2 X 4 BRIDGING AT 8'- 0" C/CAT THE BOTTOM CHORD AND AS OTHERWISE CALLED FOR ON THE TRUSS SHOP DRAWINGS. ADEQUATE BRACING AND BRIDGING SHALL BE USED DURING ERECTION OF THE TRUSSES TO PREVENT COLLAPSE OR DAMAGE TO THE TRUSSES. 3. SUPPORTS FOR ROOF TOP OR CEILING HUNG MECHANICAL EQUIPMENT AND OTHER ITEMS SUPPORTED BY THE WOOD TRUSSES SHALL BE ATTACHED TO THE TRUSSES AT PANEL POINTS. THE GENERAL CONTRACTOR %1ALL COORDINATE THE INSTALLATION OF THOSE ITEMS AND ASSURE THAT PROVISIONS ARE MADE IN THE DESIGN OF THE JOIST BY MANUFACTURER FOR THE CONCENTRATED LOADS IMPOSED AND DIMENSIONAL SIZE OF THE EQUIPMENT. 6-7 FIELD MEASUREMENTS - TRUSS MANUFACTURER TO TAKE MEASUREMENTS IN FIELD AS REQUIRED TO VERIFY OR SUPPLEMENT DIMENSIONS ON DRAWINGS AND ASSUME RESPONSIBILITY FOR FIT OF WOOD TRUSSES. COMPLY WITH "FASTENING SCHEDULE" OF THE S.B.C.C.I. 2001 EDITION AND OTHER FASTENING REQUIREMENTS CONTAINED IN THE PERTINENT REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, 6.10 METAL FASTENERS, CLIPS, HOLDDOWNS - ALL MODEL NUMBERS ARE PER SIMPSON STRONG- TIE COMPANY, INC. IF AN ALTERNATIVE MANUFACTURE IS USED - SUBMIT ALLOWABLE LOADS, CAPACITIES TO THE ARCHITECT FOR APPROVAL. 6-11 SHEATHING 1. WALL SHEATHING - SHALL BE W X 8' X 5/8" (MIN.) CDX PLYWOOD AND SHALL BE NAILED WITH HOT DIPPED GALVANIZED BOX OR COMMON NAILS AS FOLLOWS: EDGE NAILING - 1 OD AT 4"O.C. TOP AND BOTTOM PLATE NAILING - 1 DID AT 4"O.C. INTERMEDIATE NAILING - 1 OD AT 8"O.C. Z. ROOF SHEATHING - SHALL BE 4' X 8' X 5/8"(MIN.) CDX PLYWOOD. INSTALL THE PANEL'S LONG DIMENSION PERPENDICULAR TO THE FRAMING. SHEATHING FASTENERS SHALL BE 1 OD HOT DIPPED GALVANIZED BOX OR COMMON NAILS AT 4"O.C. AT EDGES AND 4"O.C. AT INTERMEDIATE FRAMING EXCEPT AS FOLLOWS: USE 8D RING -SHANK NAILS AND ADHESIVE FOR ALL FASTENING WITHIN S' OF A GABLE END. USE 4" FASTENER SPACING AT GABLE ENDWALL OR GABLE TRUSS. DIVISION SEVEN - THERMAL AND MOISTURE PROTECTION 7-1 WATERPROOFING - COORDINATE WATERPROOFING WITH OTHER TRADES AND MAKE PROVISIONS FOR THEIR WORK TO AVOID CUTTING AND PATCHING. 7.2 FLASHING AND SHEET METAL - PROVIDE FLASHING AND SHEET METAL NOT SPECIFICALLY DESCRIBED IN OTHER SECTIONS OF THESE SPECIFICATIONS BUT REQUIRED TO PREVENT PENETRATION OF WATER THROUGH THE EXTERIOR SHELL OF THE BUILDING COMPLYING WITH PERTINENT RECOMMENDATIONS CONTAINED IN CURRENT EDITION OF SMAACNA'S "ARCHITECTURAL SHEET METAL MANUAL." ALL FLASHING TO BE GALVALUME COMPATIBLE WITH ROOFING MATERIAL UNLESS OTHERWISE NOTED 7.4 SEALANTS AND CAULKING - STANDARD CAULKING COMPOUND SHALL BE A ONE PART ACRYLIC LATEX COMPOUND POLY -SEAM SEAL CAULKING OR EQUAL. COLOR SHALL BE MANUFACTURER'S STANDARD PAINTABLE GRADE. 7.10 ROOFING METAL STANDING SEAM - PROVIDE A 12" WIDE Z6 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. 7-1 1 UNDERLAYMENT - 30 LB. FELT PLASTIC TAGGED TO 5/8" EXTERIOR PLYWOOD. DIVISION EIGHT - DOORS AND WINDOWS 8-1 DOORS AND FRAMES - PROVIDE ALL DOORS AND FRAMES PER THE SCHEDULE. HOLLOW AND INSULATED DOORS SHALL BE TOTAL ENCLOSED WITHOUT RODENT GAP INTO PANEL. ALL DOORS AND FRAMES SHALL BE EXTERIOR CONDITION METAL (GALV. OR SIMILAR) AND PRIMED. 8.2 WINDOWS - PROVIDE ALL WINDOWS WHITE 'PGT' MANUF. OR SIMILAR TRUE AND PLUMB AS INDICATED ON SCHEDULE. WINDOW AND ACCESSORIES TO CONFORM TO 1 ZO MPH WIND REQUIREMENTS, ALL GLAZING SHALL BE GREY TINTED. 83 WINDOW AND DOOR FRAMES SHALL BE ANCHORED DIRECTLY INTO A SOLID CONCRETE OR GROUT JAMB WITH 1 /4" X 3 1 /4" MASONRY SCREW (IE. TAP -CON) FOR 1 1 /4" MIN. EMBEDMENT AT 12" QC AND EACH END. DIVISION NINE - FINISHES 9-1 STUCCO - Z. 2-COATS OVER CONCRETE UNIT MASONRY: BASE COAT- 1 PART PORTLAND CEMENT, 3/4 TO 1 1 /2 PART LIME, 5-4 PARTS SAND 3. FINISH COAT: 1 PART PORTLAND CEMENT, 3/4 TO 1 1/4 PART LIME, 3 PARTS SAND 9-2 WALLBOARD ALL WALL AND SOFFIT BOARD SHALL BE A CEMENTIQUS PANEL AND BATTEN (IE 'HARDIBOARD'). SCREW 6" OC AT EDGES AND 12" W FIELD WITH GALV (RUST RESISTANT SCREWS). 9.4 PAINTING 1. PREPARE SUBSTRATE AND APPLY PAINT COATINGS IN STRICT ACCORDANCE WITH RECOMMENDATIONS OF THE MANUFACTURER OF THE APPROVED PAINT SYSTEM. Z. ALL SURFACES SHALL BE COVERED WITH THE MINIMUM NUMBER OF COATS AS LISTED. ADDITIONAL COVERAGE SHALL BE PROVIDED AS REQUIRED TO COVER ALL HOLIDAYS. 9,5 FLOORING SHALL BE EXPOSED CONCRETE WITH SMOOTH TROWEL FINISH. APPLY 2 COATS OF CLEAR PENETRATING SEALER. DIVISION TEN - SPECIALTIES PROVIDE SPECIALTIES AND INSTALL SPECIALTIES AS NOTED. PROVIDE ALL BLOCKING, RECESSES, ETC. AS REQUIRED FOR INSTALLATION OF SPECIALTIES. 10-8 CABINETS SHALL BE PLYWOOD AND PLASTIC LAMINATE FINISH LOCATED PER THE DRAWINGS AND THE CONTRACTOR FOR COORDINATION OF SHOP DRAWINGS AND INSTALLATION. DIVISION ELEVEN - EQUIPMENT 11-3 ATTIC ACCESS: PROVIDE PULL DOWN STAIR AND ATTIC HATCH AS INDICATED ON PLANS. DIVISION TWELVE - FURNISHINGS NOT APPLICABLE DIVISION THIRTEEN - SPECIAL CONSTRUCTION 13-1 SOLAR WATER HEATER PANELS- PROVIDE 0 • WX 8' PANELS TO BE MOUNTED ON THE ROOF. THE PANELS ARE PT-50-CM PER 'PROGRESSIVTUBE'. THE MOUNTS ARE ADJUSTABLE AND FIXED TYPE AND INSTALLED PER THE MANUFACTURE'$ SPECIFICATIONS. MOUNTING CLIPS SHALL BE SURFACE ANCHORED THROUGH THE ROOFING MATERIAL IN A PERMANENT ELASTIC POLYURETHANE SEALANT BED. DIVISION FIFTEEN - MECHANICAL 15-1 HEATING SYSTEM 1. PROVIDE SYSTEMS AS SHOWN ON DRAWINGS, THERMOSTAT AND CONTROLS AS REQUIRED TO RUN SYSTEM. HVAC CONTRACTOR SHALL BECOME FAMILIAR WITH SITE, DOCUMENTS PERTAINING TO SCOPE OF WORK, AND GENERAL CONSTRUCTION. READ AND BECOME FAMILIAR WITH SPECIFICATIONS AND SHALL PERFORM HIS WORK IN FULL ACCORDANCE WITH ALL APPLICABLE PARAGRAPHS. LAYOUT, BALANCING AND TESTING NECESSARY FOR COMPLETE INSTALLATION OF HEATING SYSTEMS AS REQUIRED BY CLIMATE, NATURE OF CONSTRUCTION, AND SITE TO THE SATISFACTION OF THE OWNER. THE RETURN AIR IS A DIRECT GRILL TO UNIT, 2, PROVIDE CONDENSATE DRAIN, 26 GAUGE GALVANIZED AUXILIARY PAN AND DRAIN TO EXTERIOR. 3, DUCTWORK SHALL BE R-6 DUCTBOARD WITH SINGLE EXTENTIONS OF FLEXIBLE DUCT (NO FLEX TO FLEX CONNECTION), 4. SUPPLY GRILLS SHALL BE WHITE PAINTED ALUMINUM WITH DIRECTIONAL BLADE DAMPERS. 15-2 PLUMBING 1, PROVIDE PLUMBING SYSTEM, COMPLETE IN PLACE, TESTED AND APPROVED, WHERE SHOWN ON THE DRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER JOB. 2, ALL PLUMBING WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD PLUMBING CODE, LOCAL ORDINANCES AND IN COMPLIANCE WITH THE ENERGY CONSERVATION CODE. 3, HOSE BIBS SHALL BE BRASS OR BRONZE, FASTENED SECURELY 18" ABOVE GRADE WHERE SHOWN ON DRAWINGS. ALL HOSE BIBS SHALL HAVE A NON -REMOVABLE ANTI -SYPHON DEVICE INSTALLED. 4. FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH AIR CHAMBERS WHEN REQUIRED. 5, PROVIDE SHUT OFF VALVES TO ALL MAINS ENTERING THE BUILDING AND EACH PIECE OF EQUIPMENT. 6. INSTALL DIELECTRIC UNION AT INLET AND OUTLET OF WATER HEATER. 7. BUILDING SEWERS, VENTS, AND ALL UNDERGROUND DRAINAGE LINES SHALL BE SCHEDULE 40 PVC. 8. WATER PIPING TO BE SOFT TYPE L. COPPER, UNDER SLAB, HARD ABOVE SLAB. 10. INSULATION - PROVIDE PIPE INSULATION ON REFRIGERANT LINES AND DOMESTIC WATER LINES AS PER INDUSTRY STANDARDS. INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED AS REQUIRED. 11. GATHER VENTS IN ATTIC AS ALLOWED AND VENT TOWARD REAR OF HOUSE. 12. PROVIDE 3 • 120 GAL. WATER HEATERS IN AN APPROVED PAN. INSTALL DIELECTRIC UNION AT THE INLET AND OUTLET OF THE WATER HEATER. 13. ALL PLUMBING FIXTURES AND FAUCETS SHALL BE PROVIDED BY THE OWNER. DIVISION SIXTEEN - ELECTRICAL 16-1 SCOPE: FURNISH ALL EQUIPMENT AND MATERIALS AND PERFORM ALL LABOR AND SERVICES NECESSARY TO INSTALLATION FOR A COMPLETE SYSTEM FOR LIGHTING AND POWER. EACH SYSTEM SHALL BE COMPLETE IN ALL RESPECTS AND SHALL BE TURNED OVER TO OWNER IN A FIRST-CLASS OPERATING CONDITION AND FULLY TESTED AND COMPLETE WITH ALL DEVICES WHICH ARE NORMAL FOR INTENDED SYSTEMS AND THOSE REQUIRED FOR THEIR SAFE OPERATION. 16-2 MATERIALS AND MANNER OF INSTALLATION OF ELECTRICAL SYSTEM SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL GOVERNING AUTHORITIES HAVING JURISDICTION, AND THE STANDARDS SET FORTH BY NFPA, U.L., OR OTHER RECOGNIZED TESTING LABORATORIES. THE INSTALLATION SHALL CONFORM TO THE LATEST EDITION OF THE NEC. 16-3 EQUIPMENT MOUNTED ON THE EXTERIOR OF THE BUILDING SHALL BE DI;SIGNED, LABELED, AND INSTALLED FOR EXTERIOR, WEATHERPROOF SERVICE CONDITIONS. 16-4 SERVICE: CONTRACTOR SHALL CARRY OUT ALI_- REQUIRED ARRANGEMENTS WITH FPL FOR INSTALLATION OF THE SERVICE, PERMITS, AND INSPECTION. 16-7 PANEL SCHEDULE: PANEL SHALL BE CLEARLY MARKED AS TO ALL CIRCUITS. 16-8 ALL WIRING SHALL BE IN CONDUIT WITH THW COPPER. 2„ V\TR / 16-12 PROVIDE GROUND FAULT PROTECTION ON ALL CIRCUITS SHOWN ON THE PANEL SCHEDULE, USING GROUND FAULT INTERRUPTING BREAKERS, OR DEVICES. I 16-13 LIGHT FIXTURES - ALL FIXTURES WILL BE PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. I I ,J i i i i 2" I 2" VENT 2" W, TU B 6" DIA FL DRAIN OPEN TRENCH RISER PLL F I X RI$I L2" W2" WASHER 8" QPEN CONC TRENCH SS GROUT SLOPED REDUCTION TO 6„ PIPE I 2" VENT SEPTIC TANKS TO CHIMP SEPTIC 12 2 2" WASH TUB < Co" TRAP 6° HARDIBD 3 rG>.jl x xx x �S PANEL . k t _... (3uildin 14" VERHEAD CHUTE VERIFY \ ^ QCATION W/ CAGE ABRICATOR Section �Y OPEN CONC TRENCH 55 WASHER GROUT SLOPED REDUCTION TO PIPE 8" CONC SLAB C�]Y EXPOSED CMU PT'D 6" PRAIN TO HUMAN SEPTIC SYSTEM C.O. GATE VALVE W/ MANUAL CONTROLS 1 1 HARDIBD i SIDING 1 CONSTRUCTION ' CORPORATION LIC. CGO013084 W L V W N cu ■ ■ EL _ `'`- V C > 4-J 0)a V 0 0 L Oi L W ilk K <O Q) i-; JOB # 03-0501. DATE 03/12/04 SHEET A6 ELECTRICAL PANEL. cir description pp• pole. wire cir deocription po e wire 1 HEATERIOKW 60 2 6 2 HEATER5KW 30.2 10 3 4 5 HEATER1OKW 60.2 6 6 HEATER5KW 30.2 10 7 8 9 REFRIGERATOR 20.1 12 10 RECEPTACLE-GFI 20.1 12 11 MICROWAVE 20.1 12 12 REGEPTACLE-GFI 20.1 12 13 LIGHTING 20.1 12 14 RECEPTACLE 20.1 12 15 LIGHTING 20.1 12 16 DRAIN FIELD PUMP 20.1 12 17 LIGHTING 20.1 12 18 EXTERIOR POLE LIGHT 20.1 12 19 SOLAR HEATER PUMP 20.1 12 20 WASHER 20.1 12 21 22 WA5HER2 20.1 12 23 24 25 26 27 28 29 30 ELECTRICAL CALCULATION 1280 SQ. FT. @ 3 W PER SQ FT X 1.25 4800 (2) HEATER WITH 10000W HEATSTRIP 20000 (2) HEATER WITH 5000W HEATSTRIP 10000 12 RECEPTACLE CIRCUITS AT 18OW 2160 (2) PUMPS 190OW EA X 1.25 4750 4 CIRCUITS APPLIANCE 6000 EXTERIOR LIGHTING 1200 TOTAL 48910 FIRST 10000 W g 100% 10000 REMAINDER @ 50% 19455 29455 W @ 240 V 123 AM P5 THEREFORE USE 200 AMP SERVICE ELECTRICAL LEGEND DUPLEX RECPT. 12" A.F.F. 72" DUPLEX RECPT. OTHER HGT. AFF (ALL 72" IN COMMON AREA) DEDICATED RECPT. QUADRAPLEX RECPT. 240 VOLT RECPT. 0G.F.I. GROUND FAULT INTERUPTED RECPT. ��..JJ W.P. WATER PROOF G.F.I. GROUND FAULT INTERUPTED RECPT. G SINGLE POLE SWITCH j`l-) Gi;-- THREE WAY SWITCH Cr-' GG CEILING FAN REOSTAT JUNCTION BOX EXT. FOR SURFACE MOUNTED LIGHT FIXTURE f -0-84" WALL MOUNTED LIGHT FIXTURE W/ MT'G HGT. OA 1 X 4 X 3 LAMP RECESSED CLG FLUOR. (DAY BRIGHT DWL FLUOR 32 W) SINGLE FLUOR. STRIP - LENGTH AS 4 INDICATED �y 4' 2 LAMP FLUOR. STRIP - LENGTH AS INDICATED EXHAUST FAN - (DAYTON SC529.4 - 34A SHUTTER MTD) Lo DISCONNECT METER ELECTRIC PANEL W/ CIRCUIT BREAKERS (SURFACE MrD) CEILING FAN (CRAFTMADE 52" B-5-525 OUTDOOR PATIO DWA) WALL MTD EMERG. EXIT LIGHT WALL MTD SECURITY LIGHTS L—J ON BATTERY PACK MAIN DISC 20OA-2P-NEMA-3R 120/24OV-1PHASE / 3W /5N 150 AMP DISC 150 A METER AND MAIN COMDINATIC METER FPLTO SUPPLY SERVICE TO METER NOTES: ELEC. CONTR. TO VERIFY LOAD OF ACTUAL EQUIP. INSTALLED ALL WIRE SHALL DE THW COPPER 3/0, 3/0, 3/0, THW CU IN 2" DIA C #4 CU IN 3/4" C DIRECT BURIAL CLAMP TO FOUNDATION 5TL REINF. W/ PVC GLUE COVER & 5/8" DIA, X 8' GROUND ROD ELECTRICAL RISER NO SCALE . MTD 9 74' iE EXTERIOR (Tyr) :XT DOOR E- 200 AMP MLO PANEL TO OTHER WALL EXH FAN Electrical Plan 1 /4'1 = 1 '-01 1 EXH. FAN ADOVE IN 12 WALL OPN'G ELECTRIC METER \ . 2" PVC UNDERGROUND i TO FPL TRANSFORMER_ EXH. FAN / ADOVE IN WALL OPN'G *NOTE: SOLAR HEATED WATER STORAGETANK5 TO OTHER WALL EXH FAN L.v 16 DRAIN FIELD PUMP HEAT DEFUSIER WALL MTD OSCILLATING FAN @ 7-8" A,F.F. TO OTHER EXT D070 LIGHTS A0W0 2 a p IF F V cz u _0 U W � .I! N cn Q . E L_ 0 U m C '— U 00 IL ^ L 0 a' L Qi cv 0 U ELL z CIS H M �o W M ct JOB # 03-0501 FATE 10/0$/03 SHEET A7A CONSTRUCTION CORPORATION LIC. C00013084 me � r � U) N (p Z ca N Z O b p U- Z PHAS 3 olo POD XPANSION — ac ST. LUCIE COUNTY, FLORIDA Orange Avenue, S.R. 68 a Q rn ® o co o ° c o s O v> c O Goldsmith Rd U L SR N 0 INDEX OF SHEETS Midway Rd, S.R. 712 10 sR Subject 01 COVER _ Site 02 EXISTING CONDITIONS TWP: 35S Range: 38E Section: 25 0�1 OVERALL SITE LAYOUT ST. LUCIE COUNTY HEALTH DEPT. Location Map & GRADING PLAN ENVIRONMENTAL HEALTH SECTION Propery Description: SITE PLAN APPROVED FOR CONS RUFTION Lot No. 211-0001-00012 SUPERCEDES ALL PREVIOUS SITE PLANS FOR OSDS # ` (9 1 vim" DATE 04 TYPICAL POD PLAN &TYPICAL SECTIONS REVIEWER L(;�76J AA..A 05 PHASE 3 WELL AND SEPTIC �6D 94 DETAIL PLAN 06 PHASE 3 WELL AND SEPTIC DETAIL PLAN ,, ' ,��1lG1G� Ol1C'S, ,f ,� cktj'k �,%SSOCIGIl�S. f ,,i 07 DETAILS &SPECIFICATIONS CaYSul1rrZ417 7f4 irfeers �� T3S Color�rdo,�ve._ Szrrte I - Stzrar� ,�l.s'.�'99� �L� f Prone.• /TTZ/ ZZI-86�7 �'� " FL ,F F. FEF, F ., F OF BENCH MARK $I, X-CUT IN HEAD WALL, ELEVATION 23,496' WITNESS CORNER N 5045.6894 E 4886.9516 Existing Road Crossing D.O.T, STATION 147+ 30.32 FOUND NAIL N 4981.7654 E 4833.1569 EXISTING 36. METAL CULVERT EAST INVERT 16.1' WEST INVERT 15.6' Ti U z z w �I N I I^ V ! N N O z z0 F U W `N vw I Z v J C) DO z LO � I� N I� N CN vo a to 0 ocn o f1i I Q cn Q I I W U ¢ w LI wo w � z = Lr w H- I Iz 25.0' U 7.0' 7765 � 65 II O O I� in o N � WI I z J N la , D) D.O.T. STATION 120+68.50 NW CORNER OF THE NW 1/4 25-35-38 NW PROPERTY CORNER FALLS BETWEEN DITCHES BENCH MARK q2, 3/8 IRON ROD, ELEVATION SS p 22.00' RNER N T500D,3®91 E 50062253 EXISTING 36" METAL CULVERT EAST INVERT 15.2' WEST INVERT 15.9' NORTH LINE SECTION 25-35-38 Goldsmith Road _20' WIDE DIRT ROAD N — — — — — — — — — — _ _ _ ROAD RIGHT-OF-WAY FOR GOLDSMITH ROAD (50'R/W) --- •0�--------_ — — — — — — — — — — — — — — — — — - NOBTU PRO — EXISTING METAL CULVERT NORTH INVERT 15.5' SOUTH INVERT 169` EXISTING DITCHES EXISTING CULVERT TO BE REMOVED TO ;MFED OR UPON COMPLETION OF FILLN NEW CONTROL STRUCTURE 1-STOR BERN RESIDENCE Extsfing �� EXISTING CONTROL STRUCTURE ExisnNc Drornnefd m 70 BE REMOVED Administration n UPON COMPLETION OF Building NEW CONTROL STRUCTURE 20.6' M WELL WITH CONCRETE Exist. Chimponzee Introduction Unit F.F.E.=23.5 Existing Grainfield Exist. Group Housing �V�'STING Set F.F.E. 0�--�'�' 23.5 NGVD PHASE 1 II J" v[xlcL[ na[ss SW PROPERTY SOUTH LINE NORTHWEST QUARTER 25-35-38 LINE PROCEEDS THROUGH CENTER OF DITCH S89 CORNER FALLS N 2319.9459 BETWEEN DITCHES E 4831.4635 N 2318,7664 E 4974,0628 SW CORNER OF THE NW 1/4 25-35-38 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 30 . 0- 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 PROPERTY CORNER FALLS IN DITCH N 2295.5082 E 7496.2527 V1 P�9 c wl SCALE: 1 "=200' O 2D0 400 800 o (. O N � W V) O ¢ m 0 O m�Ln 0. L'i N Li L. m LI- O Z Ld UJI O p � „ ¢ Z Z W U J 0 J W 2 U�LL.H- ¢H-0<W OOO U¢ W Of 2()�¢ J 0OODUD-um Z O W n w a d I N1 0 a LLI ¢ N O a L J 4v z c\j O b CC z O w cc LL --- ¢ C� WO ENO 04 P .54 ,rOV 1�1 'eV •ry W z w U V W _J H Ln PROJECT # . 02 07 SHEET OF SEED AND MULCH ALL DISTURBED AREAS 20' 3' 10: 1 SLOPE - EL 23.0 NATURAL GROUND EL.20.0 - 21.01 ------ - -- -- -- EL.-1 7.4 . SLOPF TO GROUND E 20 3' - - - ' ---- 1n U J+ 3 MAX. VARIES PER NSLRWCD REGULATION OF HEADER CANAL STAGES BOTTOM ELEV. 14.0 NORMAL DRY SEASON (HIGH WATER) CONTROL EL =17 40 OUTFALL DITCH DETAIL NOT TO SCALE Z N m Of wa co � Qz Z 5 O Q 0] 0 MINIMUM ELEV, 21.0 EXISTING 18.0-20.0 4 1 I 1 4 SLOPE TO MEET f GROUND ELEV, 10 TYPICAL SECTION PERIMETER BERM (FOR ALL AREAS NOT ADDRESSED BY SECTIONS BELOW) NOT TO SCALE EL=21.40 30' PERIMETER ROAD MIN, PERIMETER ELEV, 22.00 � z EXISTING DRAINAGE DITCH _Ip VARIES PERIMETER ROAD COMPACTED TO \ 95% OF MAX. DENSITY PER AASHTO T-99 \ EL. 17.4 / EMSTING DITCH / TO BE CLEANED / VARIES PER NSLRWCD REGULATION OF HEADER CANAL STAGES NORMAL DRY SEASON (HIGH WATER) -- - - -- CONTROL EL.=17.40 TYPICAL PERIMETER SECTION SOUTH AND EAST BOUNDARIES NOT TN `-- 30' PERIMETER ROAD 40' 4 a 20' TOP EL.=32.0 1 L 4 40' BENCH MARK #1, X-CUT IN HEAD WALL, ELEVATION 23.496' WITNESS CORNER N 5045.6894 E 4886.9816 Existing Road Crossing D.O.T. STATION 147+30.32 FOUND NAIL N 4981.7654 E 4833.1669 EXISTING 36" METAL CULVERT EAST INVERT 16.1' WEST INVERT ISO 6:1 min. Access to Top of Berm Proposed Levee See Section this Sheet (Typ. West/North) 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' Proposed Levee WITNESS CORNER p N 5000.3891 See Section this Sheet E 5006=53 EXISTING 36' METAL CULVERT (Typ. West/North) EAST INVERT ,5.z Goldsmith Road WEST INVER T 15,9' NORTH LINE SECTION 25-35-38 20' WIDE DIRT ROAD N _ _ _ _ - - - - ROAD RIGHT-OF-WAY FOR GOLDSMITH ROAD (50'R/W) XIS ING - RWCD WE P \ \\ - ION (�\ 00 � I I N N OZ Z� H _ U w N t�e y LJ �Z U w C) I� CO Z u N © N hq � N O r � cL Q O O n _ I z Q C) v Q LLJ L O a LLI a z w 25.0' I z LIJ U 7.0' 77.0' 65 p Q O Ln N J 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 q3, 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 INV=18.00 -`� 1'- INV.=18.30 -� 7 5,000 S.F. Fenced Area o z 12 INI1,18.00 g0 INV =18.20 m INV.=18.00 INv 18.40 1,000 S.F. - - Building '0 i Option Future A w / EXISTING '��'0 INV,=18.00 \ ^` �'�� ROL STRUCTURE �,•. yse gtAO Development ArealAo TO BE REMOVED ///i� Temporary Spoil Stockpile Area 30, AVAILABLE i� MP 6N, POD 2 �� NV �- , Ex 'g IL din bo .pNw 1860 ` III i I 1\___ I � V � /�•,\\��_ � Y - 2 � i 1 � ,` ♦ � AVAILABLEJ POD 9 %% / 0 , it/ i - U INV.=18.00 r `Lake 230 LF V INV,=18.00 24" CMP I I�.__ ' / - - - - - - INV.=13.4 INV,,=18.00 Lake r^ INV.= v! 8.30 _ `I1; `lt I I fJ7/Slrr>> `1` ` i i 118V70 -- \ I L T I / \ POD 3 I?,�; I�:- m'�l POD 4 EXI P SE 2 VE T / ` it !� �� POD 101 iZ %140' - i 1 13 00 F " AVAILABLE cc Lake = 19.97 Ac. 1 p ` 9p0o`\. ® E.O.W. AVAILLABLE ` 4T 19 vse 1'41'IPy \ hE� o i UJ v. / 2430 Lake W C�j 100'�; / POD 51 t ;ll I TYP '1;� ,?, POD 6 3400 S.F. LL AVAILABLE POD 11' , n Lr rq TYP o INv 13.50 INV.=18,00 i•V I., ��� i _o (TYPICAL) ISLAND CONTROL I- \ INV.=18.00 STRUCTURE (TYP. J I I, \\� 0 W 7q ap (SEE DETAIL) ''- �� - w Z Q _ 70 z -C�-- wv.=l5 o0 p Z U -- _INV13.50 I a OIL 240i1 �yII\�� (TYPICAL) akf' 0z U O rr'.�L��J 1 'NI}-'IvTJ':• 1. 1g10 0 ,_ J (j) W - OD'�DID 2� HAS �Lr PODs� j / i ((� �I�� �II a �iB 400 SF.` 'A,.yaLABLE ;,-.;,, 4 8 \ - INvz LakeGD CONT�ROL NV=16.GD ��9 , NV.= / V T B.DD 11000 S.F. INV=1850 27.Op \.,. .EL= 1 7.4 ° I Building INV=18.3o INV-,78.00- NV. 'i320 140' EXISTING --� Administration Building N w EIIst. Chimpanzee Introduction Unit At. Group Housing Set F.F.E. 23.5 NGVD INV.=18.20- ResiS.F. Residence al INV.=18.10< 9,700 S.F. AVAILABLE oI qI Group Housing m (Typical) A 2200 0 6� o 9,7oa s.F. AVAILABLE Outdoor Area (2.2 acres)(typ.) L170 LF.5 CMP INV 14.50 /Q PROPOSED CONTROL STRUCTURE (SEE DETAIL) PROPOSED 140 LF _ OUTTALL DITCH 36" CMP INV.=18.10 2,400 S.F. -r Resident F.F.E.=24.=18.20 12,000 S.F. 1L AVAILABLE Group Housing (Typical) z I 190+ w 5, 000 S.F. Fenced Area D.O.T. STATION n`Oi S I 120+68.50 XISTING DITCH SW PROPERTY UTH LINE NORTHWEST QUARTER 25-35-38 LINE PROCEEDS THROUGH CENTER OF 01 CORNER FALLS N 2319,9459 BETWEEN DITCHES DRAINFIELD AREA E 4831.4635 N 2318,7664 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 � rya 0 EXISTING GRADE _ - - - - - - - - - - - - - - - ELEV=20.02 _ EL. 17,4 PERIMETER ROAD COMPACTED TO 95% OF MAX. DENSITY PER AASHTO T-99 EXIS E C DITCH VARIES 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 28'18" E 2522 3C 12,400 S.F. Residence F.F.E.=24.5 INV.=18.30 �/�/7�A wAILAaIE �•"' INV. 18:50 30' PERIMETER ROAD 30' Perimeter Road See Section this Sheet (Typ. East/South) 6:1 min. Access to Top of Berm 30' Perimeter Road See Section this Sheet (Typ. East/South) PROPERTY CORNER FALLS IN DITCH N 2295.5082 E 7496.2527 LEGEND PROPOSED SHELLROCK ROAD PROPOSED SPOT ELEVATION °O6 EXISTING SPOT ELEVATION G P� SCALE: 1 "=200' 0 200 400 800 Z O QD w n Lu N a 2 a O 0 W H � a o U) (V CID Z C%j C PE LU LA- Z a p 1� O J L� P ~ T ®N V1b V H Z_ W O -1 V w Z) J H (% 1 PROJECT 03 07 SHEET OF 1 1 II ' 1 Group Housing 1 (Typical) 1 T- / Proposed ,---- \ Septic T nk ' vv 11 > / POD l I I \ t \ t `1g I I t I z \ 1 1 Proposed Drainfield Area (Typical) 1 I 1-------- 1 I / 1 I '� '/'.III \ \ \♦ I 1 11 I '� ' ' I ♦\ POD\ I 1 / 1------- Septic" Propose v\�I \ I 1 �\ To k� I / s0 `\ MATCHLINE Outdoor Area Lake (2.2 aCres)(tYp°) 19.97 Ac. I _ I 9 / / Propose \� Septic T rrk 1 C a\ cc O O CD I f SCALE: 1 "=60' 30 6C 120 I / / / Jj 1 I 11 1 I I� I I i �I i / I / / n / Propose \�\ 1 %�\� Septic To k� 1 \ y \ 0 \I Outdoor Area _ (2.2 acres)(typ.) i / r-r7 TT <�, �j /------- i I MATCHLINE \ \\ // / ------ Propose ---- �' Septic T -rk ' POD 1 1 \ I --------------------------- Proposed ®rainfield Area (Typical) ----------------------- II 1 , . ryb I ♦ ♦ I \ \ I Lake 19.97 Ac. @ E. 0. W. J 00 0 CD /0 � I o N p } N Q a m 0 L, U- m � N 0 z Fw-' p p U w Q z LLJ J J Q W 2 U 1, _ I — <—cnawopo U<ww=Cra -j V)000U0- Ua z U w Of a S a O w oa LL Z Q 0 W Fr o 0 Ceet W� ®� NA W U _ w U J 1 Ln PROJECT k . 06 07 SHEET OF 1 TO HUMAN SEPTIC 5Y5TEM r 6"IORAyIN C.o. 1 GATE VALVE W/ MANUAL CONTROLS I2"VFR �I 1 I I I Z. I I� I 1 I 3' FL DRAIN I W/ TRAP 1 3„ 1 3" WC 1 3" FL DRAIN W/TRAP 3" PLUMBING FIXTURE 4 R15EP Ri 6" DRAIN \ VENT 2" WA5HER ZII BENCEN H WA GEN ROUT SLOPED Td3 REDUC1ION PIPE TO i 6„ 6" VIA FL I Z„ ONAIN jVENT 2" 1401 or TRENCH R15ER 6"TRAP SEPtIG TANKS TO CHIMP SEPTIC 5Y6TEM w I 1 3'-n,, Y A'-R" x 1 :3/4" hollow metal owing Stalnle,ati. knob 2 2 - 3'-O" x 6'-8" x 13/4" O 31.6/-39.8 veatheretrl w/ lix, threehold, Upper window °J 2 - 3'-0" x 6'-8" x 13/4 exterlor Inoul InOtai WhO 6tairtle,otl, knob 31.6/ 39,8 4 21-211 x 6'-811 " owing cage door 5 2'-811 w x 2'-0" h horiz ellding metal door wall mounted, 5'-4" head helght A0 2'-811 w x 2'-8" h vert. Olidln metal door remote wall m u e u t " ead height 7 6'-Ol' w x 6'-8" h metal meeh Owing gate 8 CONC. 6LA13 TO CONNECT r� BETWEEN 13UILDING5 (TOP IN FIELD) A �-5fiMA1'ED 10';ej#Ad bvi 11;wy- NOTE: ALL HARDWARE TO BE 5TAINLE55 STEEL Head helghte are from 0'-0" at top of curb Sec Elevatlone OPN'G 2'LX4"W TRENCH DRAIN 3'_-41 t 8" W/4" PIPE CONNECT 'I 'I TO OTHER MESH TRENCH iv .x EDGE OF SOLABRE---\ � G UNIF#2 0 (D i 70 O (J g \1 32 p © ' U I 3 U IT #E5 Illl—III 1. 0• H. CAGE ^I — II O I I^ -y i ) J CHUTE �•\ _ ; C �.I } I Ikp F o 1 1-4 2-8 8 6 0 8 6 2-8 2-8 f 1 rpWw ��N.,!•, _ TO CHIMP SEPTIC ■ /,m„',,,, t/�. m 5Y5TEM `,3 +!.7 ... 1�- Z 3.., i ifi.' t isl 1«. {`,,,,•�{.� � �,t [1[ ' 5 ICI` 1 O ¢S O 'k^�s}r'• _ O I Or'� tlJ '' tl=' r'�7 1 1�y,t I ■a. �'ni ' CAFE t7.'?. �I ' 1 ILI Fri' <I " 1 CONC. bURROUND it p o- i aOPN'G5 � 'n IU IL li ` 19 ,r.T1P o , ^, _ ` �I © IT #4 I #6`y'. UI 11 �� h j `�°� y r `,I 0. H, CAGE r� j sit 4 u j / 1, : c^W ■ — i CHUTE �i i0 I o 'LIk1T WATER ° < I 11 1"11 ,„� N 4/ : 1• \' 1 o- .� SUPPLY FOR v �;, �� ( CL , CHIMPS(TYP)t O� 1Q'=. 11 1''D" '.O° N +'( 0'-011 rl d, ry 21 0!. �) \ [� rs -- -- — ----- 1 W.O. !Y C �'..0„ r �.- 1 VALVE ON .DECK I i �{ O - NIC W.O. VALVE L�' BASE CABINET - WALL MTV, 5" BASE CABINET = WALL MID. 5" - 5FR�ICC��EA A,F.F. PROVIDE FILLED CELL �������. A.F.F. PROVIDE FILLED CELL J7U a j O BELOW SILL 1'-0" FROM WINDOWS WALL MTI' UPPER BELOW SILL 1'-0" F%M WINDOW O PN'G EA, SIDE F0r-.SRACIN ?:, LT I M 11 D" l'.0" L _ FILLED I ELL" u 4 p -- COLD ONLY OPN'G ABOVE FOR t Q EXH. PAN -V 11 EDGE OF CON( BETE SLAB \ Floor Plan 1 /4" 1 I_0N TL3 91-Ol1 OPN'G EIA_StRE I ( BRAONG r, ` L1. i 11.011 , 110, 1 I �.�. 1; of It I — 41' 4s, FILLED CELL M I LT 4 `- �,' I „ J N lb ! tl ® OPN'G . COLD ONLY ZA BovEF R � ELECTRIC EXH. FAN '-'+ ( 2'26 91_011 WH ,.If WH �H H C pT. _ ST. LUCIE COUNTY H SE TION NMENTAI HE CONS�PUF S OR OAPPROVED FO BITE � µl l E{0DESALLPREVIO DATE 11 .1 I, i SUP (z 1 !1 1_ 11 !_ ,! 811 ,- „' 1 1" 1 1_ !1 ', 1- 11 r '; EDGE OF OSDS C� ^ 8 64 24 60 I 50 60 18 (� CONC. 5LAB REVIEWED 3-05011 ST. L CIE C UNTY E oDA BUILDING DIVISION `) Iq REVIEWED / � {)✓1✓T FOr� COMPC .. ._ ... ''_� __�... 1, 47' 1 �( e� KEPT c1 �Oa r�r T T L 50. FT. UNDER ROOF = 2313.81 riC) INSPECTI01+ �' Al _ \WILL ITC MADE ? LOWTRUCTION CORPORATION `� u0, 000013084R-KD d" RQQ(2 SCHEQU�E Size type hprdware, p e55urq rema'rk5 1 ' 1, li hollowflbr�gl, awing; st'lnie.stl, k ob x 6-8" x 13/4 exterior lnsu"fibr i. owina st inle.5 i, knob 31.6/-39. eathej-stri w/ h.c. threshold. U � er window J 2 - 3'-0" x 6'-8" x 13/4 exterior Insul'metal 5 in 5t inlestl. k ob 31.6/-39.Si 4' 10' 0" x 6'-8" openlme5 an; 5w ng c ge door: ; 5 2'-8" lw x 2'-8"h horiz 511ding'metal doer wall mounted; 5'-O" he d height 6' 3'-01'w x 6'-O" h vent, elicling metal do" r remote !wall m unted/ illotine 8'4" hea Heicift 7' 6'-O" w x 6-8'i h metal mesh Swing gate 8" 2'-8" �w x 2'-8" h horiz elidin 'metal do` r 3'-411head Height 9 2'-0"w x 2'-(o-" h over heap chute 10'-8" cad Height 10 ! ' NOT ALL H IZPWARF TO BE vTAiNLE S STEEL NOTE: ALL H.M. POCKS AND TUBE STEEL MUST HAVE 5EAL41) TOP/BO(T CAP�TO DEEPCRITTER5 PROM HIDING OUT, OPN'G [ OPN'G 1C'8„ �NC.LYARD 8 " 6"DRAIN / �� ONCO8" L. PYLON N ) LID , ; _ _ _ _ _ — � MESM —' — 1 E11D' IT"TC--701EH --- I VIEWPOR (VLOJ) i 36" X 36° -- wi C FAN OUT 1 U NIT #5 II i i o A II i 4 '-8"2,-8„ 6,_0 V r_:: E >' u 0 EXTEND LIXIT PIPE TWO �'ER CA I t w FINE FEET APART (TYP.) I I i UNIT#6 i Lu U � II , o I � / all, " 8'-8" 4 2'-0" 10'-0" W.O. I I 5103 CONC. DECK VALVE I I I B'-0"T0-6" — - 10' �.t II I N I BASE CABINET- WALL MTV. 5" �} CJ A.F.F. PROVIDE FILLED CELL PELOW i O I I I I SILL 1'-0" FROM WINDOW OPN'G EA. I I SIDE FOR BRACING WT i i W 111/4" I L---J L.___ FILLPCELL N H/C I (H�J t O,NG I I A OVE OR l BMHGHTCH NO i EH. FA 10' 6"TO8' 1' I I o(: I I O O I I O N1 l i o I o -81/ " b I I I I I I I i I I I I I I I I I I I I I I I i I 61/2" EDGE OF i I CONC. SLAB 6'F3X4' II CHID I I BEPTIC I I TO CHIMP SEPTIC Floor Plan 0 L 0J Poe R H/C iI! d' O"'I . 3'-4" n O CL05, T.O.D. AT 8'-10" �4 WH ' , , UN—NIT#3 r H # 'U6 • .. � 3 G" �8"X8"CAST � CONG.SURROUND O l� z �0OPNG5 UNIT-L r 5 10'-0" / , r '• r W.O. VALVE T t 5EKVICE AREA II I I WALL MTD UPPi:R TO CHIMP CABINETS SEPTIC / TCILET \ �(]D u' 51y1 UWH QUIP; 0 ANDC.O. 1�+ENDOF' HI H WALLS NOT REQUIRED TO BE FILLED 50�D EACH CCLL. ONLYAT V:ERTREIN QRCEMENTCELLS. ! WALLS FILLED 50LID EACH CELL, WITH OR WITHOUT VEgT PEINFORCEr ENT g EYE-BOL76 0 CENTER OF 4" 5 OT C5� WALL HGT `x O TO �ATCH OPIJG SIZE CEILING AND qF WUMBERE EACH WA�L TYP. UNIT #1 �~ 7 * O 0. H. CAGE CHUTE (VERIFY LOCATION W/ FABRICATOR) '_0„ 1' � �- c �Q 10 �✓ EXTEND LIXIT PIPE TWO PERCALE 1 HIVE FEET APART (TYP.) 0. H. CAGE CHUTE O Rt EDGE C � CONCREE TE FILE ury 8 H/C DO BASE CABINET- WALL MTD. 5��" A.F.F. PROVIDE FILLED CELL BEL BILL 1'-O" HROM WINDOW OPN'G SIDE FOR BRACING 1' O" W r i WT t :LL \ �_ L----J U f ;o oPN'G ABOVE FOR EXH. FAN 11 e _ : n .. " 1'-2 V2" J I� W/ I.ID :DGlEOF i"MESE PLANS AND ALL rRO►POSED VlORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. CONC. SLAB TO CONNECT BETWEEN BUILDINGS (TOD IN FIELD) CONSTRUCTION CORPORATION LIC. C00013084 Ib �� 0 q o � a � 0 V q � "5 o N 0 s � W W r Y Nru �..� L t l� 0 o�E 4— C C �> ® •Q L z 0 C a Li' z JOB # 03-0501 DATE 10/08/03 2 SHEET Al l( n = 1e-Oil TOTAL 5Q. FT. UNDER ROOF = 2313.51 Z4" X24" LOUVER INTAKE GRILL T.O.B. O.H. 12 1 2 CEMENT BOARD HORIZ. SIDING ABOVE 0 N 00 io - PAINT (TYP.) 0'-0" - - - - - - - - - ED CONC. BLOCK SO LAR PANELS ELEV. 0'-0" --———————— ------ Right Elevation 1 /4" = 1'-0" SOLAR PANELS — — — �- ELEV. 0'-0_ — Left Elevation 1 /4" = 1 1 -011 BAY WINDOW SHAPED "VIEWPORT" W/WIRE MESH SIDES & ALUM. PANEL ROOF r I .__-� ........... .I ELEV. 0'-0" --——————— — — — --I 12 2F— 24" X 24" LOUVER INTAKE GRILL —+� CEMENT BOARD HORIZ PAINTED CONC. SIDING ABOVE CONC. BLOCK (TYP.) BLOCK WALL I CAST CONC. SURROUND AT I OPN'GS EXTERIOR MTD. i r HORIZ.SLIDING I I I OR I 'v CHIMP ENTRY DOOR OPN'G CEMENT BOARD CAST CONC. ABOVE CONC. BLOCK INTERIOR MTD. SURROUND AT WALL HORISLIDING —� OPN'G5 (TYP — _ — METAL DOOR (TYP OF 3) TI _ f �------- PAINTED I — — — — — — — — YP.) BLOCK (TYP.) � — — — � �1 O.H. 9me RW-,l3 I! m .... T .:.::::: ::: �.•. . :::10U N :I:•:•'•'''':' �...... I. . . .... ........ .�... ....... . cao:; ;:;.,:: NO L_ .L J ..I. r- '_ 'j ;. I .::::::::::::::::: is { t'''''''''�'''•''' .J i:: ( 1::• :.............•,•.,•, •.... ..... ................... ;.;.;:r.•.#�•@.10.OG. , .•.< ::�S�C4, :10°:Q' :c:;:;:;:: :::::12":X:�,:=:0":BO'i.;.;.;x.;.;.;. :•:::k::12".�:3'�:O";.`•:;<":;:�::X:T-O":TOP:;:I: >:: > ;r :�::�;:':':':..�...�>:: ;>.;�;�::::::::::::::::::::::::::::::::�:::::: . ::..:.:.....:....:..:.:. ... :..:. .. .. .: ........,. ............... ....... ......... ...:f......................................... 1 /4" = 1 '-011 Plan T ... . p.::::::::::::::::::: . .................... ... . •, •. •..•. •. .•. ..................... •......."..•r.•. . ..y....[ .... , .•.•,•,•,• � CODRD ....•.•.: I FILE CUNT 1THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO Rear Elevation 1 /4" = 1'-0" Front Elevation 1 /411 = 1 1 -0" CONSTRUCTION CORPORATION LIC. CGCO13084 fi`t,i• 9 • ri•i.ii• 2-#4CONT TR N � S PVC GRATE FABRICATED STAINS E58 STEEL TRENCH DRAINS - #4 X 6" REBAI, &D2'-O" Q.C. WELD TO OTEEL ANGLE GIBER REINFORCED PVC GRATE (a50# LOf P RATINq) W my •.` Y`a, Z -- 3 - #4 CONT. ENCM DETAI FOOTING 5�HEVULF 1YPF PESCRIPTIQN T.O.F 24" x 12" CONT, GONG THKN SLAB +00„ FT W/ 3 • $ CONT 3" DOT A PLR I i i i ,_ 1, ,_ " ` 1 6 x 1 8 SONG MgNO FTG W/ 3 • t #6 CONT 2'-6" WIDE DI3'L LAY�R 6 X 610/10 +0' 0" WWF 0 PERIMETER fi 3". CLR' BO1t T-6" x V-6" GONG MONO FT'G r/( 3 • #5 CONT BOTT D-CLR � 2'-2" FTG EXPENDED W/ 2 • #4 BAR 2 y CONT �. • •77 8" x 8" CONC MONO FTG W/ 1 • #5 VARIES . CONT W/ 5I.OPE p / 31,CLR BOTT 1 1 16" x 12" CONT. GONG THKN SLAB FT'G W/ 2 • #5 CONT D'-0" D--/^--^ 3" CLR BOTT E2, ' ' ' 1'-roll x 1'-8" GONG MONO FTG W/ 3 • #5 CONT 2'-6" WIDE DB'L LAYER 6 X 610/10 0' 0° D WWF 0 PERIMETER 3" CLR BOTT 0" -2" PECTION A- A 1Q PATIO SLAq SLOPE 1/24 HIGH POINTe. 8" 4',8" 8" 95' 4" TO INVERT SLOPE 70 FLgqOR DRAIN RAISED SLAB FOR BAy �, SLOPE 2" �� 55LLOOPE.2" CON ECT TO PR+ VIDE FLE O PR COVER - - - WINDOW VIEW- i - - - �T - -I` RAj5EDSLABF6R A'F - _ - -07H RDRAIN Q z - - - - - - - - - - - -, MATCH ELEV. HEIGHT SLOPE 1/0 MATCH F,LEV. HEIGHT TO INVERT' GONG. CLEAN OUT W/ALUM, DIAMOND PLATE COVER' / / ---- ...__ --------- - ------------ ......................... .......... -. •-- ------ " - ----- �{ / WASHOUT IN y I y tl WASHOUjjIN -�`--T -?< rl yj� ENDOF7RENChI ENDOFTRENCH y 01, D I i 5LOFIE2" „ i-,�D- t SLOPE ;0° #5 VERT REBAR 484O.C. MAX (TYp) EXCEPT IN OPN'G5 WASHOUT VALVE Lu WA5HOUT A , A VALVE3 , , •---------- ----------- ------ ..... ...-- i I > FROMB"T06" .............................................. •-•-------------------------------------•--- -- ROM81706" ----._...._. 2 SLOPE I I SLOPE 4" -4 PLOPE2" 0.0 " I' I I ! I I I4"SLAB.._..__._.I_.1..---•---------•-------•-•-••-•-- •-------••-------------------a- 0 ENTRY S SLOPE 11/2" / SLOPE 11/2" FL6013DRAIN r / � Y• N cl- D I Io , I REVERSE OSMOSIS i 0 ;/jai ( WATER EQUIPMENT. � � -�11 � / �'� I I CONNECI'ONLY70 � I I / �, j �� ° J� I CHiMP'LIXIT 16"PIPE / r . ................ ( DRINKING SUPPLY I I I r I I WITH CPVC PIPE N I I I 3' X 3' CLEAN-OU BOX W1 I I o I REMOVABLE DIA vIOND I I cn I I PLATE LID I I I I L 59'-4" Icy, li4----------- - -F-�I - -- - - ----------------- - - - - -- - - -- - lyl DRAIN I /I.D� I -- -----------1-7 7 i----------------- -------------- -- 13'X3'CLEAN-OUTBOXW/ CONNECT I I I 13' X 3' CLEAN -OUT BOX W/ 6" PIPE _ REMOVABLE DIAMOND TO BOX I I PLATE LID I I PLATE LID II a SLOPE4 SLOP4 I i :, , N ; 3 it Z ; Z. kLu A W , � A I i #5 VENT REBAR 48" O.G. MAX (TYP) EXCEFt IN OPN'G5 Em SLOPE 11/2"� _ — 6" INLETTO THESE PLANS AND ALL PROPOSED WORK r _ _ 6EP71c TANK ARE SUBJECT TO ANY CORRECTIONS I I (CHIMPS) REQUIRED BY FIELD INSPECTORS THAT I I MAY BE NECESSARY IN ORDER TO L - - J COMPLY WITH ALL APPLICABLE CODES. Foundation. Plan 114 it , I^Ott j DRAIN SLOPE 11/2" 3 2g00 P51 ON TERMITE , 41) SILL (7YF ) 4" CONG. SLAB CONSTRUCTION Ik AF CORPORATION Nr LIC. CGO013084 Q�iII 1� � V Y) L. E o ._ c o L LL � V o c: nv aU- z i 5 M N JOB # 03-0501 DATE _ 10/08/03 SHEET A3 GILLED SOLID CMU t x KT, BUCK Vil SHIM5 ANCHORED W/ 1/4" VA x AND AT ES. 5CREW5 W O.C. SEALANT SEAMAjJE ALUM WINDOW SCREWED INTO SiN- AS DESIGNATED DY WI O'W MANUF FOR 140 MPH/3 SEC. GUST WIND LOAD ULDTrEPIMETER OF%CAN L &• ALUM WINDOW N7 MA5. SCREWS AS DESIGNATED 8Y' '0IMAPIUF T (11/4" OIN.11vi 3 CONT DEAD AT PERIMETER W/ 'VULCAN' POLYURETHANE SEALANT SLOPE COW. SILL 100 MIN CONC. SILL W/3/4' PECE55 8" CMU BELOW SILL WINDOW SILL N.T.5, LI NTI L SOH EDYJ E TQI3 �PPLIEP Ai?i'LI D 1 UPLIF T ' gAF E LINTE BFAN� TYPE pPI.IFT GRAV TY LOAD GpAYITy LENGTH MO L(PAO PqF LOAD 5F, LQAq Pff all 2 tl/#51T 1D5EEpETAILDAC5 Q 550 1Q80 2260 6' f M7X B1 15 EE LEV E X SFrORMEOAODCI� W/ 5 18'(AT CfAGEP OFN-G 5CE C-A, 5) 0 ?750 1140 ! 1265 0" : B2 12'r0" I X 29 CM9 AND CIF 4Y/ 2415 1Td1B 1 1020 T00! 2600 ' 5990 I , ' 12r0 X5 CM CIP EECIrA5 : /#5;1T/2 0' �100' I 2600 41g0 �, 110 B4 12'-0" X 5 CM CIF,/ #51T/2 EECiA5 p` 100' I 26�0 41G�0 ' 4" � B5 12i0, - X16 MU IPW{#51U1B OUR D ONO / C( NC SLAB EE A5 60P 1250' CLIP LOAD 41 0 ' C ONT' TB5 10-6 „ X 16 MU IPW #51 /1B - CEEB*A5 60P 1250i LIP LOA [� 41 Oi 0PONT: TB6' 8' 10" qEEBt 5U�IPNIY#5tf/1B 150 ?50' CLIP'LOA� ' 41Q0 gONT` TB7 r r i i i 1 TRU55'MA OF ESIGN TRUS T01� GH�JRD GENERP L NQTES: FOR PANEL ANP 1/4I' DIA�LA�BOLT ? WITH SIMILAR LINTEL LENGTH CALCULATED FORT E N OR T �PENING5 (4 A, L) SCENARIO TOT�AS� ORIGIN OF RUSS g06-A UPLIFT.uf�vuwv OF HETA 12! LTA1 At�ICHCIR ti y FI EM FLU E I 5.1 I I 21 1 2I I I I I 13,2 I I 5 I I I I a l I I 5 ...._ .i , B5.1`/ _ ....... 1. t .1>�`,/�� i' > <1 ,��J �� _ ..:'a•v .A: �) 1=Yl .,n-.;y;:.l ., .] < 1��. �'.A l., 1. A A 1 1 40" A .i II r _ -'� 1, 2 1 1 1 � 1 j l i 1 t i HHIfA E515 , ,4 I I I I I FA Bq�It�ENDE IN --- I..—— `HEATER P 1 1' t t t 1 J t t .L t 1--- t c , :SF"x48 T �.- B? CE55 P2 X�4 GR085 PEN Ell INI; I X4GRO S BRA ' ING BAYSI 1 , 1 1 i 1 1 ...: 1 , !,.: I 1 1 ' ...:t . ( l i 1 1 1 1 j 1 1 1 1 RACING BAYS 1 f 1 % I `I I '. �1 E .---� I ; I I �, �, I� I -- ---� 1,' ( I ( I ( ALLELLS ILLE ( �_ _�_ , .� tom'"-Q x2q ;9KY�I��HT' 1 �-�1 1 1 t 1is 1 SQLIPTOCCNC Lfj�""'j, a� B4 E 4 i i S132; IL...:_JI ......I B2 I.-.,�' L.._.... I,......z. ,JB ,-�I o i 1 I I I ALL E, LSJINL - C P 5 FILL}�� OLID 20 x 4� 5K LIGHT CC$ B I ; �Ia TGONG LA� 1 2 X 4 05S 1 B1 6PC NG BAY51 IBS 2 ,IIII 1 '1 I 1 ,'!i 1'' 1 1 t r 1 � 1 1 1 1 1 >•`= 1 1 1 t ' 1 1 1 1 i 1 1 fl �,'C:.U� � Al ' j1y� 1 1 1 1 ,ri I,� 2 �J 21 2 5 ! ,_.�._�'1'-.•'�'1_Y . T 7 0# UP NI LTA ANCH R 7�#UP / LTPAi�CH 14 ' 750 UP W! �A1 ANCHOR �, EHE E TTA R�155 DIZ4WINGFOR I I I I 0 HETA2 ( �{ I I ( ( I TO BECHORI GR� I OR HTA 12 I U LIFT 5OL4�RPANFLS (I OF 5) I I I I I I I I I I I 11 11 I 5EE T` RO F I I I I I I I I I I c T-T-F I 1 5EE TG D TAIL I i 1 1 i 1 1 1 t 1 1 1 21 AIM 'r.' 1 '..I or .. ..- .._ �." yl "y ... .. ... .. .. B,1 ; TOP HORD B1 B1 B6 B1 9 r> BEA ING B1 B1 0 11/4" DBL'T' MOUNTING ANGLE AT 4 CORNERS (200# DL EA) TB7 1 1 PER 50LAR PANEL SPEC ALIGN B1 ( I W/ TRU55 B1 14 I TB7 I (< I ; ^) ESE PLANS AND ALL PROPOSED WORK ---------------� 1 ...... .1..,. :,.1... ..� .,.. 1.. ,. ,1.,.,.> 1 ,.. �_._,.,., E SUBJECT TO ANY CORRECTIONS 5 ANELS TOTAL I, TYPICAL I I ( I I EQUIRED BY FIELD INSPECTORS THAT ON ROOF, LOCATION 1, pAN�OLAR —� �� MAY BE NECESSARY 114 ORDER TO DEP ORIE NDS ON BLDG. i ATION TO THE i SUN, 'u---------------°1 i x TR155 24' OC 1 1 �_- T C MPLY WITH ALL APPLICABLE CODES. PROVIDE 700 LBS TOP CHORD LOAD ' FOR EA SOLAR WATER PANEL5 TB6 380# UP W/ LTA1 ANCHOR OR HETA 12 1 Roof Framins Plan 1 rlt-11 = 1'-011 580# UP W/ LTA1 ANCHOR OK HETA 12 380# UP W/ LTA1 ANCHOR OR HETA 12 CONSTRUCTION 14V CORPORATION LIC. 060013084 f1 • 1 lj JOB # 03-0501 DATE 0311210 a SHEET Al A4 CONT. POUND TO COVER EDGE TRIM 1/2" CEMENTBOARD PANELS OVER 30# ROOFING FELT ON 5/6' CDX PLYWD SHEATHING OVER 2X4 KICKER5 ATTACHED 2' O.C. 0 EA. TRU55 NAILED W/ 4.16d 8" FRAMING SLAB, 3000 P51 \\\ SEEE FRAMING PLAN -----� 12r-0" LTA1Ok•----` HETA 12/ NOM 8" X 8" X 16" CMU WALL WITH GALV. "DUR-O-WALL" LADDERTIE5EVERY THIRD COURSE FILL ALL CELLS AT WALLS AROUND CAGE UNITS ((INTERIOR AND EXTERIOR) & VIEWPORT WALL5 FORM AND POUR $" X 8" GONG. MD, JAMB, SILL) AT ALL E UNITOPENING5 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 PATIO SMOOTH'HARDIPLANK' PANELS W/BATTENS FOR CLG. IN HALLWAYS A. roll METAL ROOF WD• TRU55 LTA10R HETA 12 TOP 2 X 6 TOP CHORD TRUSS BEYOND 0 SOLAR PANEL AREAS 1/2"'HARDIPLANK' CLG IN HALLWAYS R.10&i TYP. Beam @ Truss St-ep Down TRUSS 12 12 (3)16D TYp, 12 12 TYPICAL: 30# BLDG PAPER OF SPACE SEPARATION OF WE). TRUSS W/ CONC. SLAB SEE TRUSS DRAWINGS C 2 O C (YEp) --12 2 DEARIN CHORD BEARING I HETLTAN2 HETA12 CMU OUTSIDE FACE FORM &INSIDE SEE TRUSS ENGINEERING REMOVED FOR 2" X roll TOP CORD ONLY* SOLAR PANEL AREA - � 12 LTA1 OR 1 - —'� 2 2 HETA1 , p ,�u • .A.• .'. '...• t D ... ... .. p'. . '... .. p ... . .. .p .. bL LA - .- 07 FORMED CONCAVE EDGE OF CLG. SLAB ® WALL JOINT (TYP ALL CAGE UNITS) =• 5/6" CEMENT BOARD CLG. IN 4' X &' PANEL5 FOR SERVICE AREAS l NOM 8" X 8" X 16" CMU WALL W/ p - ALL CMU ABOVE WINDOW BM. TO BE GALV. "DUR-O-WALL" LADDERTIE5 EVERY THIRD COURSE 'H' BLK., WITHOUT OB5TRUCTION FOR 8" CONT. CONC.FOUR E L NTELOR SC ED (TB6�IN7ELSCHEDULE NOM B"X8"X1Fi"CMU ° . ••:: WALL WITH GALV. #5 DOWFL 4" INTO "DUR-O-WALL" LADDER BEAM / A 24" TIES EVERY THIRD COURSE NOM B86Cm1J WAIITH n, ,nie EXTENTION REINFORCED WIRE MESH PANEL W/2" X 2" X 1141 ANGLE FRAMING. CAG E UNIT CAGE UNIT FILL ALL CELLS AT UNNTEOGE IT5(IRIR& EXTERIOR) SLOPE FLOOR TO TRENCH DRAIN (Tyr) Ic CAGE UNIT #5 DOWELS W/ roll EXENSION 0 VERT. REINF. (SEE PLAN) 1" HAT CHANNELS 2'6" O.C. fAETAL GAI�LE TRIM W/ rod NAIL @8" O.C. 2x4 DIAGONAL BRACE RESTRAINT LOCATION AS SHOWN ON PLAN HARDIPLANK SIDING OVER 30# FELT AND 5/8" CDX PLYWOOD GABLE END FASTEN TO SLEEPER W/ 16d NAILS 0 4" 0/C TYPICAL CONT, 2X4 SLEEPER FASTEN TO BEAM W/ HILTI XDNI 2-5/6" LG. @ 6" O.C. 1 x4 LATERAL BRACING IN-BETWEEN 'X' BRACING GONG BEAM/CMU WALL CONNECTION DETAIL, @a GABLE SCALE 1 1/2" = 1 ' - o " SEE TRUSS DRAWINGS FOR TOP CHORD BEARING TO CODROOF W/ 2" X 6" LT METAL ROOF OVER 3" INSULATION 1" 20 GA HATCHANNEL5 3D" D.C. W/ 2•10GA X 11/2" WD SCREWS EA/TRUS5 LTA10R HETA12 GALVALUME&GUTTER 1/2" CEMENT w�u■ (TB6) G. >: all X161,CMU 2 X 6 FASCIA HEADER W/ 2) NOTE: (TYP.) #5 CONT. K OCK S" CMU WALL BTWN DOWN WEB 6ATH A NDCL05. (B1) ((T57)8' A 1D"" PERFORATED ALUM SOFFIT INTERIOR WALLS TO B`E PAI TED) TYR � v , ZEINFORCED WIRE MESH ° 'ANEL W/2" X 2" X 1/4" ANGLE -RAMING. CAE SERVICE SERVICE EQUIP RNA AREA � a FORM AND POUR 8" X 8" CONC. (HEAD, JAMB, 51LL) AT ALL CAGE UNIT OPENINGSW/1 #5RE-13AR FILL ALL CELLS AT WALL5 AROUND CAGE UNITS (INTERIOR AND EXTERIOR) PAN C SCALE 3/4" = 1 - o " 'C-V SCALE 3/4 = 1 1 - 0 " �✓ SCALE 3/4" = 1'- 0 0" . D SCALE 3/4"=1,_0,. THESE PLANS AND ALL PROPOSED WORK IONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. SERVICE AREA CMU IN RUNNING BOND 5tiORED AND FORM BOTT FOP, Como, FOUR WALL MT'D CABINET OPEN BELOW W/WALL BRACKET ANCHORED INTO FILLED CELL #5 DOWELS W/ 6" 90 DEG. BEND & 25" EXTENSION 6XOMAXIA • WIDE ERIMETER) MONO. GONG, PPG - 5EE FOUND PLAN. _WALL SECTION, SCALE 3/4" = 1 ., tii aImn O g 4-J V cz 'ca U W +j N V) Cti) CL ■ ■ E U.S.- 4—.� U � CL CIO •- L LL m - � ryL�� CL W � �\ L +j m .N ® C C a. i C'' N U ca u Z O 0-4 9 co MO m0 JOB # 03-0501 ,BATE-:. _1 O/O8/03 SHEET A5 CONSTRUCTION CORPORATION IV LIC. CGCO13084 CENTER FOR CAPTIVE CHIMPANZEE DIVISION ONE - GENERAL REQUIREMENTS 1-1 INTERPRETATION OF PLANS - THE ARCHITECTS SERVICES DOES NOT INCLUDE SUPERVISION OF CONSTRUCTION. THE ARCHITECT DIVEST HIMSELF OF THE RESPONSIBILITY OF THE WORK, ERRORS OR EMISSIONS RESULTING FROM THE INTERPRETATION OF THE PLANS, IF THE CONTRACTOR BELIEVES HE HAS DISCOVERED ERRORS OR OMISSIONS IN THE PLANS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE CONTINUING WORK. 1-2 APPLICABLE STANDARDS - ALL WORK UNDER THIS CONTRACT, OR SUB -CONTRACTS SHALL CONFORM TO RECENT EDITIONS OF LOCAL, STATE,AND NATIONAL CODES, ORDINANCES AND REGULATIONS PERTAINING TO THE WORK, A.C,I., A.N.S.I., A.S.T.M., O.S.H.A., ETC. 1-4 VERIFYING CONDITIONS - BEFORE COMMENCING WORK, CONTRACTOR SHALL VERIFY MEASUREMENTS AND CONDITIONS AT BUILDING SITE. ANY DIFFERENCES BETWEEN ACTUAL MEASUREMENTS AND THOSE SHOWN ON DRAWINGS 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 IMPOSSIBLE TO COMPLETE THE WORK AS INTENDED. 1-17 FLORIDA BUILDING CODE - THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT HAS BEEN DESIGNED TO CONFORM WITH THE REQUIREMENTS OF A 120 MPH WIND SPEED. DIVISION TWO - SITE WORK 2-4 CLEARING- REMOVE VEGETATION AND ORGANIC MATTER FROM BUILDING AND PAVEMENT AREA. REMOVE FROM SITE. DO NOT BURY. 2-5 EXCAVATION - EXCAVATE SITE TO LEVELS REQUIRED FOR CONSTRUCTION. STRIP SOIL OF ALL DELETERIOUS MATERIAL 5' -0- PAST EXTERIOR OF BUILDING LINES. 2-6 FILL AND COMPACTION - PROVIDE CLEAN WELL -GRADED SAND PLACED IN MAXIMUM 12" LIFTS COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY, ASTM D-1557 AT OPTIMUM MOISTURE CONTENT. COMPACTION IS TO BE VERIFIED BY AN INDEPENDENT TESTING LABORATORY AND REPORTED TO ARCHITECT PRIOR TO COMMENCEMENT OF FOUNDATION CONSTRUCTION. 2-7 SOIL BEARING - FOUNDATIONS ARE DESIGNED ASSUMING 2500 PSF BEARING CAPACITY. CONTRACTOR IS TO VERIFY AND TO NOTIFY ARCHITECT. IF SUCH BEARING VALUES CANNOT BE DEVELOPED IN THE SOIL UNDER THE BUILDING, THE CONTRACTOR IS TO NOTIFY THE ARCHITECT IN WRITING. 2-8 SOIL TREATMENT - TREAT COMPACTED SOIL WITH AN APPROVED TERMITE TREATMENT AT RATES SPECIFIED BY MANUFACTURER. TREATMENT SHALL NOT BE MADE WHEN GROUND IS EXCESSIVELY WET OR DIRECTLY AFTER HEAVY RAINS. 2-9 SITE GRADING AND DRAINAGE - SEE CIVIL ENGINEER SITE PLAN FOR DETAILS. DIVISION THREE - CONCRETE 3-2 CONCRETE- STRUCTURAL CONCRETE SHALL DEVELOP A MINIMUM STRENGTH OF 3000 PSI AT 28 DAYS. ALL CONCRETE SHALL BE READY MIXED AND IN ACCORDANCE WITH ASTM C-94. MAXIMUM ALLOWABLE SLUMP TO BE 5". ALL SLABS TO BE 3000 PSI AT 28 DAYS, 3-3 SCOPE - PROVIDE ALL STRUCTURAL CONCRETE, FILLED CELLS, SLABS, BEAMS, FOOTINGS, EQUIPMENT PADS, DRIVES, WALKS, ETC. AS SHOWN ON DRAWINGS OR AS NEEDED TO COMPLETE JOB. 3-4 CONCRETE FORMWORK - ADEQUATE AND SAFE DESIGN OF FORMWORK AND SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR. SLEEVE SLAB AND FOOTING AS REQUIRED FOR MECHANICAL AND ELECTRICAL. VERIFY MECHANICAL AND ELECTRICAL REQUIREMENTS FROM OWNERS FIXTURE'S SPECIFICATION. 3-5 CRACK CONTROL - PROVIDE 6X6, 10/10 GAUGE WELDED WIRE FABRIC IN ALL SLABS, WALKS, AND DRIVES ALSO PROVIDE "FIBERMESH" (1.5 LBS PER CUBIC YARD) CRACK CONTROL ADDITIVE PER MANUFACTURER'S SPECIFICATIONS IN ALL SLABS AND MONOLITHIC FOOTING. 3-7 REINFORCEMENT - REINFORCING BARS SHALL CONFORM TO ASTM SPECIFICATION A615. LATEST EDITION, INCLUDING SUPPLEMENTAL REQUIREMENTS AND SHALL BE GRADE 60. SPLICES IN CONCRETE, LAP BARS 42 BAR DIAMETERS. SPLICES IN MASONRY, LAP BARS 48 BAR DIAMETERS. AT CORNERS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE CORNER BARS. BARS INTERSECTING AT RE-ENTRANT CORNERS SHALL CROSS, WITH EACH ENDING AT THE FAR FACE OF THE WALL WITH A STANDARD HOOK AT STANDARD COVER UNLESS NOTED OTHERWISE ON THE DRAWINGS. AROUND OPENINGS AND STEPS IN WALLS, PROVIDE (2) #5'S EXTENDING 2'-0" BEYOND EDGE OF OPENING OR STEP. HORIZONTAL BARS AT THE TOP OF THE BEAMS SHALL BE SPLICED ONLY AT MIDSPAN BETWEEN COLUMNS AND HORIZONTAL BOTTOM BARS SHALL BE SPLICED ONLY AT COLUMN CENTERLINE. 3-8 EXPANSION BOLTS- WHERE REQUIRED SHALL BE LOCATED AT A MIN OF 5 BOLT DIAMETERS FROM THE CONCRETE EDGES AND SPACED A MIN OF 10 BOLT DIAMETERS U.N.O. DIVISION FOUR - MASONRY 4-3 FILL MASONRY CELLS - AS STATED WITH VERT. REINFORCEMENT AND AT ALL DOOR / WINDOW JAMBS AND SILLS SOLID WITH CONCRETE. ALSO FILL ALL CELLS OF PERIMETER WALLS OF CHIMP ROOMS. 4-1 Unit Masonry - Concrete block units to conform with ASTM C-90. Provide shapes and sizes required to complete the work with a minimum of cutting and piecing. Provide reinforcement of the types shown on the Drawings. 4-2 Mortar - Provide mortar type "S" conforming with ASTM 270. 4-3 Grout - Provide grout in accordance with ASTM C476. 4-4 Execution - Except as shown on the Drawings, lay up the concrete masonry units in running bond, tooling all joints except where scheduled to be stucco. 4-5 Horizontal reinforcement 2. Masonry contractor shall provide 9-GA "Ladder" type "Dur-O-wal" horizontal joint reinforcement at alternate courses (16" c/c), typ, all walls. Dur-O-wai 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. METALS/FASTENERS EXPOSED TO WEATHER SHALL BE STAINLESS STEEL UNLESS NOTED OTHERWISE ON THE DRAWINGS. DIVISION SIX - WOOD AND PLASTICS 6-2 LUMBER - ALL LUMBER PERMANENTLY INCORPORATED INTO THE STRUCTURE SHALL BE AIR OR KILN- DRIED AND SHALL CONTAIN NOT MORE THAN 19% MOISTURE. ELEVATE AND COVER LUMBER ON SITE TO PROTECT FROM MOISTURE. ALL LUMBER AND PLYWOOD SHALL BE IDENTIFIED BY GRADE STAMPS. 1. MIN ALLOWABLE FLEXURAL BENDING STRESS FOR BEAMS SHALL BE 1500 PSI AT NORMAL LOAD DURATION. 2. MIN ALLOWABLE HORIZONTAL, SHEAR STRESS FOR BEAMS SHALL BE 90 PSI. 3, MIN ALLOWABLE MODULUS OF ELASTICITY FOR POST OR BEAMS SHALL BE 1,500,000 PSI. ALL EXTERIOR WALL STUDS TO BE GROUP 2 LUMBER, KILN -DRIED 2X6'S MINIMUM FB=1100 PSI, 2X4'S MIN. FB 1800, EXCEPT WHERE NOTED. ALL STUDS TO BE STRAIGHT AND TRUE. FRAMING LUMBER TO BE #1 OR BETTER, MINIMUM FB=1200 PSI, BLOCKING, BRACING, AND NAILERS SHALL BE UTILITY GRADE AND PROVIDED AS REQUIRED. PROVIDE BLOCKING AT ALL WINDOWS AND DOORS FOR DRAPERY INSTALLATION. 6-4 WOOD IN DIRECT CONTACT WITH CONCRETE, OR MASONRY SHALL BE PRESSURE TREATED WITH THE REQUIREMENTS OF THE STANDARDS OF THE AMERICAN WOOD PRESERVERS ASSOCIATION, WOOD IN CONTACT WITH SOIL SHALL BE MARINE GRADE TREATED. 6-6 WOOD TRUSSES - PROVIDE TRUSSES ENGINEERED WITH METAL ROOFING (15#/FT DEAD LOAD EXCEPT AT SOLAR PANEL LOCATIONS SEE DRAWINGS). 1. WOOD TRUSSES SHALL BE DESIGNED AND CERTIFIED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. INSTALLATION AND TEMPORARY FIELD BRACING SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND APPLICABLE CODES AND STANDARDS. APPROVED GALVANIZED TRUSS ANCHORS SHALL BE PROVIDED AT EACH BEARING. INSTALLATION SHALL SEPARATE BOTTOM CHORD OF TRUSSES FROM CONCRETE (WHERE APPLICABLE) WITH EITHER 30# FELT OR SBCCI APPROVED GALVANIZED OR STAINLESS TRUSS SEATS. 2. PROVIDE 2 X 4 BRIDGING AT 8' - 0" C/C AT THE BOTTOM CHORD AND AS OTHERWISE CALLED FOR ON THE TRUSS SHOP DRAWINGS. ADEQUATE BRACING AND BRIDGING SHALL BE USED DURING ERECTION OF THE TRUSSES TO PREVENT COLLAPSE OR DAMAGE TO THE TRUSSES. 3, SUPPORTS FOR ROOF TOP OR CEILING HUNG MECHANICAL EQUIPMENT AND OTHER ITEMS SUPPORTED BY THE WOOD TRUSSES SHALL BE ATTACHED TO THE TRUSSES AT PANEL POINTS. THE GENERAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE ITEMS AND ASSURE THAT PROVISIONS ARE MADE IN THE DESIGN OF THE JOIST BY MANUFACTURER FOR THE CONCENTRATED LOADS IMPOSED AND DIMENSIONAL SIZE OF THE EQUIPMENT. 6-7 FIELD MEASUREMENTS - TRUSS MANUFACTURER TO TAKE MEASUREMENTS IN FIELD AS REQUIRED TO VERIFY OR SUPPLEMENT DIMENSIONS ON DRAWINGS AND ASSUME RESPONSIBILITY FOR FIT OF WOOD TRUSSES. COMPLY WITH "FASTENING SCHEDULE" OF THE S.B.C.C.I. 2001 EDITION AND OTHER FASTENING REQUIREMENTS CONTAINED IN THE PERTINENT REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION. 6-10 METAL FASTENERS, CLIPS, HOLDDOWNS - ALL MODEL NUMBERS ARE PER SIMPSON STRONG- TIE COMPANY, INC. IF AN ALTERNATIVE MANUFACTURE IS USED - SUBMIT ALLOWABLE LOADS, CAPACITIES TO THE ARCHITECT FOR APPROVAL. 6-11 SHEATHING 1. WALL SHEATHING - SHALL BE 4' X 8' X 5/8" (MIN.) CDX PLYWOOD AND SHALL BE NAILED WITH HOT DIPPED GALVANIZED BOX OR COMMON NAILS AS FOLLOWS: EDGE NAILING - 1 OD AT 4"O.C. TOP AND BOTTOM PLATE NAILING - 1 OD AT 4"O.C. INTERMEDIATE NAILING - 1 OD AT 8"O.C. 2. ROOF SHEATHING - SHALL BE W X 8' X 5/8"(MIN.) COX PLYWOOD. INSTALL THE PANEL'S LONG DIMENSION PERPENDICULAR TO THE FRAMING. SHEATHING FASTENERS SHALL BE IOD HOT DIPPED GALVANIZED BOX OR COMMON NAILS AT 4"O.C. AT EDGES AND 4"O.C. AT INTERMEDIATE FRAMING EXCEPT AS FOLLOWS: USE 8D RING -SHANK NAILS AND ADHESIVE FOR ALL FASTENING WITHIN S' OF A GABLE END. USE 4" FASTENER SPACING AT GABLE ENDWALL OR GABLE TRUSS. DIVISION SEVEN - THERMAL AND MOISTURE PROTECTION 7-1 WATERPROOFING - COORDINATE WATERPROOFING WITH OTHER TRADES AND MAKE PROVISIONS FOR THEIR WORK TO AVOID CUTTING AND PATCHING. 7-2 FLASHING AND SHEET METAL - PROVIDE FLASHING AND SHEET METAL NOT SPECIFICALLY DESCRIBED IN OTHER SECTIONS OF THESE SPECIFICATIONS BUT REQUIRED TO PREVENT PENETRATION OF WATER THROUGH THE EXTERIOR SHELL OF THE BUILDING COMPLYING WITH PERTINENT RECOMMENDATIONS CONTAINED IN CURRENT EDITION OF SMAACNA'S "ARCHITECTURAL SHEET METAL MANUAL." ALL FLASHING TO BE GALVALUME COMPATIBLE WITH ROOFING MATERIAL UNLESS OTHERWISE NOTED. 7-4 SEALANTS AND CAULKING - STANDARD CAULKING COMPOUND SHALL BE A ONE PART ACRYLIC LATEX COMPOUND POLY -SEAM SEAL CAULKING OR EQUAL. COLOR SHALL BE MANUFACTURER'S STANDARD PAINTABLE GRADE. 7-10 ROOFING METAL STANDING SEAM - PROVIDE A 12" WIDE Z6 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. DIVISION EIGHT - DOORS AND WINDOWS 8-1 DOORS AND FRAMES - PROVIDE ALL DOORS AND FRAMES PER THE SCHEDULE. HOLLOW AND INSULATED DOORS SHALL BE TOTAL ENCLOSED WITHOUT RODENT GAP INTO PANEL. ALL DOORS AND FRAMES SHALL BE EXTERIOR CONDITION METAL (GALV. OR SIMILAR) AND PRIMED. 8-2 WINDOWS - PROVIDE ALL WINDOWS WHITE 'PGT' MANUF. OR SIMILAR TRUE AND PLUMB AS INDICATED ON SCHEDULE. WINDOW AND ACCESSORIES TO CONFORM TO 120 MPH WIND REQUIREMENTS, ALL GLAZING SHALL BE GREY TINTED. 8-3 WINDOW AND DOOR FRAMES SHALL BE ANCHORED DIRECTLY INTO A SOLID CONCRETE OR GROUT JAMB WITH 1 /4" X 3 1 /4" MASONRY SCREW (IE. TAP -CON) FOR 1 1 /4" MIN. EMBEDMENT AT 12" OC AND EACH END. DIVISION NINE - FINISHES 9-1 STUCCO - 2, 2-COATS OVER CONCRETE UNIT MASONRY: BASE COAT- 1 PART PORTLAND CEMENT, 3/4 TO 1 1 /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 CEMENTIOUS PANEL AND BATTEN (IE 'HARDIBOARD'). SCREW 6" OC AT EDGES AND 1'..1' IN FIELD WITH GALV (RUST RESISTANT SCREWS). 9-4 PAINTING 1. PREPARE SUBSTRATE AND APPLY PAINT COATINGS IN STRICT ACCORDANCE WITH RECOMMENDATIONS OF THE MANUFACTURER OF THE APPROVED PAINT SYSTEM. Z. ALL SURFACES SHALL BE COVERED WITH THE MINIMUM NUMBER OF COATS AS LISTED. ADDITIONAL COVERAGE SHALL BE PROVIDED AS REQUIRED TO COVER ALL HOLIDAYS. 9-5 FLOORING SHALL BE EXPOSED CONCRETE WITH SMOOTH TROWEL FINISH. APPLY 2 COATS OF CLEAR PENETRATING SEALER. DIVISION TEN - SPECIALTIES PROVIDE SPECIALTIES AND INSTALL SPECIALTIES AS NOTED, PROVIDE ALL BLOCKING, RECESSES, ETC. AS REQUIRED FOR INSTALLATION OF SPECIALTIES. 10-8 CABINETS SHALL BE PLYWOOD AND PLASTIC LAMINATE FINISH LOCATED PER THE DRAWINGS AND THE CONTRACTOR FOR COORDINATION OF SHOP DRAWINGS AND INSTALLATION. DIVISION ELEVEN - EQUIPMENT 11-3 ATTIC ACCESS: PROVIDE PULL DOWN STAIR AND ATTIC HATCH AS INDICATED ON PLANS. DIVISION TWELVE - FURNISHINGS NOT APPLICABLE DIVISION THIRTEEN - SPECIAL CONSTRUCTION 5 13-1 SOLAR WATER HEATER PANELS- PROVIDE* • 4'X 8' PANELS TO BE MOUNTED ON THE ROOF. THE PANELS ARE PT-50-CN PER 'PROGRESSIVTUBE'. THE MOUNTS ARE ADJUSTABLE AND FIXED TYPE AND INSTALLED PER THE MANUFACTURE'S SPECIFICATIONS. MOUNTING CLIPS SHALL BE SURFACE ANCHORED THROUGH THE ROOFING MATERIAL IN A PERMANENT ELASTIC POLYURETHANE SEALANT BED. DIVISION FIFTEEN - MECHANICAL 15-1 HEATING SYSTEM 1. PROVIDE SYSTEMS AS SHOWN ON DRAWINGS, THERMOSTAT AND CONTROLS AS REQUIRED TO RUN SYSTEM. HVAC CONTRACTOR SHALL BECOME FAMILIAR WITH SITE, DOCUMENTS PERTAINING TO SCOPE OF WORK, AND GENERAL CONSTRUCTION. READ AND BECOME FAMILIAR WITH SPECIFICATIONS AND SHALL PERFORM HIS WORK IN FULL ACCORDANCE WITH ALL APPLICABLE PARAGRAPHS. LAYOUT, BALANCING AND TESTING NECESSARY FOR COMPLETE INSTALLATION OF HEATING SYSTEMS AS REQUIRED BY CLIMATE, NATURE OF CONSTRUCTION, AND SITE TO THE SATISFACTION OF THE OWNER. THE RETURN AIR IS A DIRECT GRILL TO UNIT. 2. PROVIDE CONDENSATE DRAIN, 26 GAUGE GALVANIZED AUXILIARY PAN AND DRAIN TO EXTERIOR. 3. DUCTWORK SHALL BE R-6 DUCTBOARD WITH SINGLE EXTENTIONS OF FLEXIBLE DUCT (NO FLEX TO FLEX CONNECTION). 4. SUPPLY GRILLS SHALL BE WHITE PAINTED ALUMINUM WITH DIRECTIONAL BLADE DAMPERS. 15-2 PLUMBING 1. PROVIDE PLUMBING SYSTEM, COMPLETE IN PLACE, TESTED AND APPROVED, WHERE SHOWN ON THE DRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER JOB. 2. ALL PLUMBING WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD PLUMBING CODE, LOCAL ORDINANCES AND IN COMPLIANCE WITH THE ENERGY CONSERVATION CODE. 3. HOSE BIBS SHALL BE BRASS OR BRONZE, FASTENED SECURELY 18" ABOVE GRADE WHERE SHOWN ON DRAWINGS. ALL HOSE BIBS SHALL HAVE A NON -REMOVABLE ANTI -SYPHON DEVICE INSTALLED, 4. FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH AIR CHAMBERS WHEN REQUIRED. S. PROVIDE SHUT OFF VALVES TO ALL MAINS ENTERING THE BUILDING AND EACH PIECE OF EQUIPMENT. 6. INSTALL DIELECTRIC UNION AT INLET AND OUTLET OF WATER HEATER, 7. BUILDING SEWERS, VENTS, AND ALL UNDERGROUND DRAINAGE LINES SHALL BE SCHEDULE 40 PVC. 8. WATER PIPING TO BE SOFT TYPE L. COPPER, UNDER SLAB, HARD ABOVE SLAB. 10. INSULATION - PROVIDE PIPE INSULATION ON REFRIGERANT LINES AND DOMESTIC WATER LINES AS PER INDUSTRY STANDARDS. INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED AS REQUIRED, 11. GATHER VENTS IN ATTIC AS ALLOWED AND VENT TOWARD REAR OF HOUSE. 12. PROVIDE 3 • 120 GAL. WATER HEATERS IN AN APPROVED PAN, INSTALL DIELECTRIC UNION AT THE INLET AND OUTLET OF THE WATER HEATER. 13. ALL PLUMBING FIXTURES AND FAUCETS SHALL BE PROVIDED BY THE OWNER. DIVISION SIXTEEN - ELECTRICAL 16-1 SCOPE: FURNISH ALL EQUIPMENT AND MATERIALS AND PERFORM ALL LABOR AND SERVICES NECESSARY TO INSTALLATION FOR A COMPLETE SYSTEM FOR LIGHTING AND POWER. EACH SYSTEM SHALL BE COMPLETE IN ALL RESPECTS AND SHALL BE TURNED OVER TO OWNER IN A FIRST-CLASS OPERATING CONDITION AND FULLY TESTED AND COMPLETE WITH ALL DEVICES WHICH ARE NORMAL FOR INTENDED SYSTEMS AND THOSE REQUIRED FOR THEIR SAFE OPERATION. 16-2 MATERIALS AND MANNER OF INSTALLATION OF ELECTRICAL SYSTEM SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL GOVERNING AUTHORITIES ES HAVING JURIS DICTION, ICTION, AND THE STANDARDS 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 AS 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. 551 TO HUMAN SEPTIC SYSTEM Buildin 1 /411 = 1 '-011 6" DRAIN C.O. GATE VALVE W/ MANUAL CONTROLS 'TRESE PW .rl �l'i Edl'•Llti'WORK ARE SUBjLj : t TO ANY CORMECTIONIS REQUIRED BY FIELD INSKZCTW� s THAT f/.yA�MAn�Y BE NECESSARY UAPPLC •ESSARY IN OR 61'.1T..') `.,S Section 3" FL DRAIN W/TRAP 9 3" Llj2" VTR I I L I � 21) 2" SINK I I I I 3" FL DRAIN i W/TRAP I AI _I 3" WC I PLUMBING FIXTURE RI SER 56NC 2„ GROUTSLOPED REDUCTION TO PIPE 2" 8" OPEN CONC TRENCH 55 GROUT 5LOPE0 REDUCTION TO PIPE P" VENT I 2" WASH 21' VENT 2" WASH 6 \ 6DIA AIN FL \ DRAIN 6' OPEN TRENCH RISER 6" TRAP 5EPTIC TANKS TO CHIMP SEPTIC SYSTEM LIC. C00013084 5] I N J 4i LL N L CL CL ILL Z 0 5 IQ•�� -t9 0)cn o ' Ki 0 JOB # 03-0501 DATE 03/12/04 SHEET A6 cir de�cri tiQn p le rIrf cir de chip iota po e, wire 1 NEA7FRIQKW 6 •2 6 74— HEq ER fKW : 3p•2 1d 3 Tj HEAT�P,6.KW 6Cl2 6 HEgTER�KW " 3P2 10, ry / , 9 ' REFR(GER*TOR' 2 1 12 ` 1 RECPPTAFLE -PFl 11 MICROWAVE 2 1 12 1 REC PTAFLE -PFI 13' LIGHTING ` 2 •1 12 ' �� REC PTAGLE �0.1 12 15 LIGHTING 2q•1 12 1 DRP IN FIq'LD P�' MP 17' LIGHTING 24•1 12 1 EXi1rRIO� POLY LIGHT 10.1 19 50LAizHE1ER`pUMP ' 2 .1 12 2 WA�HER1 a0.1 E121 21 2 °, wAHER� 0.1 12 T9AT=W' 0 EXTERIORLIGI TING- TGU TOTAL - 91 KbMIAINgEK q bC1% IVLh!p , 29455 W @ 240V 12� At 1?5` THEi2EFORE U�E 260 At P 5ETVICF DUPLEXRECRT.OTHER HGT.AFF 72 (ALL 7�' IN COMMON AREA) D):DICATED RECrT QUADRAPLEXRECFT. 240 VOLT RECPT. G.F.I. GROUND FALILT INTERUPTED RECPT, W:P. WATER PRO F G.F.I. GROUND FAt�LT INTERUPTED RPCPT. -- —= SINGLE POLE SWITCH G THREE WAY SWITCH C9ILINO FAN RE05TAT JUNCTION BOX EXT. FOR SURFACE MOUNTED LIGHT FIXTURE &ew WALL MOUNVD LIGHT FIXTURE W/ MTG HGT. F�A i X 4 X LAMP RECr55EP CLG FLUOR. (PAY B IGHT OWL LUOR 32 M —�E4 iJDICLK FLUOR 5'fRlr -LENGTH A5 14 2 LAMP FLUOR. STRIP - LENGTH AS INDICATED EXHAU5T FAN - (DAYfON 5029.4 - 34A SHUTTER MTD) L� g15GONmcr: METER J 'ELECTRIC PANEL W/ CIRCUIT BREAKERS (SURFACE MTD) CEILING FAN (CRAFTMADE 52" 8.5.525 OUTDOOR PATIO OWA) ( WALL MTD EMERG. EXIT LIGHT WALL MTD SECURITY LI6HT5 ON BATTERY PACK MAIN pI5C �00A,•2P-NEMA-3R 120/2f OV-IPHA15E / �W 150 A MAIN FFLT1 UPPLY 51fRVICP TO IAETEiR NOTE: ELEQ• COjTR, Te�ll V41FY LOAD OF � CTLr(L EQUIP. INSrALLE 'i ALL WWIRE•5HALLBCTHW COPPER I 0 150,AMP DISC 4TRI WA L MTD 05 ILLATING FAN ®7r8" Aff WALL MTD 05GILLATING FAi�@ 7 8" A.F . r 1` 1 W TO OTHER EXT DOOR LIGHT5 3/0,3/0♦3/0,THW CU IN 2" QIA C r 14CUI1,13/�-C TO F. W/ ". oft. X gHAIN RFPT Ih, 20 AM �' PLO PANEL CHAIN RCFIT IN rVll GFI �,� - �_ �� iii )�, I 14 OSCIL TIt�G I ,-'+Hf-1H71ty UNITINrATTIC .; �r- .r--- --r-" 1LJ/ I �� •�, PA F 7-8 o -{ � I 0•H, 17 IrT� WA LMTD 1 j 05 #MITI) A. FT / r-r--� I 1 1 1 �! L �J L, J - `Q A �:. ,s h ,r > v •.F 'T `� ,', .evilr i.;.3✓ � ..a:.� i � I r. f c, 1 1OSCILLATING 14 L-_J ;' L,._J FA J 1 L __Y-7- -- / uY; / r CF UTE „ ' I s L.J� li � I" WALL MTD I'I OAI5OLLATG A.F.F. Q 72"VIP/ GFI WALL MTD 0 74!' A13OVE EXTERIOR 77 14 —I SLAB . P --- --�.� t_ .. ,,,., ay .; �;'; ,...:, '�°.,..`.;.C---'—` ����.; _ _ ._ � -�,•';�,� L,�-->TOOTHIfREXTDOQR LIGHT5' 15� \ A A / \ EXIT LIG / AC \ L" 16HT AC \ / \ 15/ / "I I .. i! ......._..._ _ �. _. \ \,� 11T 72 ,r 2 n!t 72 10 WALL MT6 FIRE 42" W 10 - .... FI 720 CFI GFl E _ .0 , GFI \ 1 EXTINGUISHER' GF1 s B L WN 5 1TGHE5 ..n � .. :.,,>, .. a. e .\,..,'. V -.._.. '`v \A a. r.;.'t ., '•y.r r.:;. �,, t?�� 77 ; 72" WP/ `a ` ` REVERSE GFI A 19 EXH fAN . \ \ 12' I' '") OSMOSIS 19 \ EXH. FAN % 1 A60VE IN �J EXH. FAN WALL OPN'G 14 WATER PUMPS I �M7D 78" 1 42 Wp J 1 19 F 12 W36VEIN & CONTROLS \ I GFi TO OTHER WALL "NOTE: SOLAR / (� �7 WALLOPN'G EXH FAN HEATED WATER Y f < SroRAGETANKS ;.ff. ; ELECTRIC THESE PLANS AND ALL PROPOSED WORT( TO OTHER WALL ' PANEL t,' METER EXH FAN ARE SUBJECT TO ANY CORRECTIONS16 00A REQUIRED BY FIELD INSPECTORS THAT 2" PVC DRAIN; UNDERGROUND MAY BE NECESSARY IN ORDER TO _ _— _ _. TO COMPLY WITH FIELD PUMP `: TRANSFORMER ". Electrical Plan 1 1`4it = 1 i'Os1 b `t \ U tj 'rram� ^l e� W NN 4-1 Cu L E U Co N U a. t rQ✓1' JOB # 03-0501 DATE 10 08 03 SHEET A7 CONSTRUCTION IV CORPORATION LIG. C00013084 JOB # 03-0501 DATE 10 08 03 SHEET A7 CONSTRUCTION IV CORPORATION LIG. C00013084 BENCH MARK #1, X-CUT IN HEAD WALL, ELEVATION 23.496' NITNESS CORNER N 5045.6894 E 4886.9816 31.09'(M 30.00'(P NW CORNER OF THE NW 1/4 25-35-38 D.O.T. STATION 147+30.32 FOUND NAIL I N 4981.7654 E 4833.1669 FOUND 4"x4"PRM #3435 (0.37'WEST S89"04'14"E 1256.53'(P) FOUND OF R/W LINE) S89'02'20"E 1256.38'(M) #3435 4'x4"PRM 30' DRAINAGE & UTILITY EA§MENT EXISTING DITCH LOT 4 U LOT 5 �Iz w 2 LOT 3 EXISTING BUILDING 1B'X24'I N I O 0 a0 a.s' poo I� h7tX161ING DITCH` O U1 toM 1- \ �J I r fn w LLJ _ 30DRAINAGE UTILITY EASEMENT / N I I (7J W LO C1 oT HEADER RANCHES SUBDIVISION, PB40, PG38 w Zo Iwo w; CONTAINING 38.04 ACRES MORE OR LESS N O z Iwo ��6 LOT 2 I I CITRUS GROVE ROWS ARE NORTH/SOUTH <v I Iy�W DIRECTIONAL �O0W �W zw LOT 6 F_ FOUND 4"x4"PRM ✓ ,,y w� #3435 (1.56'WEST LOT 1 I w�Fiii yOF R/W LINE) � W iib BENCH MARK .00 3/8 IRON ROD, a < ELEVATION I I WITNESS CORNER 30' DRAINAGE wo & E 5006,2253 UTILITY EASEMENT o N89*28'10"W 1257.78'(M) _ 20' WIOE DIR N ----- ------------- DCU G \ BERM TOP EL=29.0' TOE EL=20.0' -� CITRUS GROVE PORTION 24-35-38 NOT INCLUDED FOUND 4"x4"PRM #3435 34.14'(M) 30.00'(P) NORTH LINE SECTION 25-35-38 ROAD RIGHT-OF-WAY FOR GOLDSMITH ROAD (50'R/W) 9'19'51"E 2527.17t---- ---- -- EX16TNG Z" METAL CUL 7.077.0' EAST INVERT 15.2' WEST INVERT 15.0' - c` FORM BOARD TIE IN NW PROPERTY rnt ELEVATION 24,5' CORNER FALLS SEE BUILDING DETAIL BETWEEN DITCHES 1-STORY POD 26 RESIDENCE j gERM RM - I PERMIT #23110856 c U LAKE \ z \\ l N /SHELL DRIVE W WITH ADMINISTRATION �CONCREE'TE BUILDING an PPOOOJJ I BUILDING HOUSINGHOODS NG I \\ N \ N BUILDING' I 1 h1 ISLAND I M 0 ZI w I I^ N W I z I J N I I IV) Iq LAKE 20.6' // - - ---- WELL LOCATION 20.6' INSIDE PROPERTY LINE 10 BERM I FORM BOARD TIE IN ) FORM BOARD TIE IN (\ , \ TTOP FL=26OE EL=20.0' I ELEVATION 24.5' / M ELEVATION 24.5' - -� I PSEE OD BUILDING DETAIL / N SEE BUILDING DETAIL POD 3B \ \ I I PERMIT #23110877 3 PERMIT #23110872Ln Ln FORM / O \\ ELEVATIONS TfE-IN / Q SEE BUILDING DETAIL / Z POD 6B 649.5' / _ _ PERMIT #23110867, \ \ / FORM BOARD TIE IN \ I LLJ ELEVATION 24.5' Q SEE BUILDING POD DDET IIAL I I bi PERMIT #23110861 POD 2B DETAIL (NOT TO SCALE) POD 3B DETAIL (NOT TO SCALE) DETAIL ki4u l I V 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 FORM BOARD TIE IN ELEVATION 25.6' SEE BUILDING DETAIL POD 9B PERMIT #24040502 906.7' FORM BOARD TIE IN ELEVATION 24.5' SEE BUILDING DETAIL POD 10B PERMIT #24040507 615.7' FORM BOARD TIE IN ELEVATION 24.6' SEE BUILDING DETAIL POD 11A NORTHWEST QUARTER ISECTION 25-35-3$ \ PERMIT #24040513 I L` CONTAINING 151.62 ACRES MORE OR LES� I 0 Li DEAD CITRUS GROVEI Z ROWS ARE EAST/WEST DIRECTIONAL _ - - - - -•, - - - - - - 0) Li-1 z J -< Z _ - - - - _ - - - - - - DEAD CITRUS GROVE o Z 25.0' ULLJ I / \ \ ROWS TARE EAST/WE T DIRECTIONAL a 0I� I z 00 7.0' m 77.0' w I O U1 w C5 \\ I I // w I I a ¢Z Q oIU o 0 z < 7 U D W N z \ / � W Im BENCH MARK #5, 5/8 IRON ROD, ELEVATION 20.22' - - - - - - WITNESS CORNER N 5012.2136 11.1 6490 E 5036 EXISTING 16" METAL CUL RT NORTH INVERT 14.9' SOUTH INVERT 14.7' BENCH MARK #4, 5/8 IRON ROD, D.O.T. STATION ELEVATION 23.59' 120+68.50 WITNESS CORNER N 2347.2780 EXISTING DITCH SOUTH PROPERTY LINE EXISTING DITCH E 7467.0828 SW PROPERTY SOUTH LINE NORTHWEST QUARTER 25-35-38 LINE PROCEEDS THROUGH CENTER OF DITCH S89'28'18"E 2522.30' CORNER FALLS N 2319.9459 BETWEEN DITCHES E 4831.4635 N 2318.7664 PROPERTY E 4974.0628 CORNER SW CORNER OF THE NW SW1/4 25-35-38 FALLS IN 1/4 25-35-38 NOT INCLUDED CITRUS GROVE DITCH N 2295.508E E 7496.2527 54.5' CITRUS GROVE I NE1/4 25-35-38 NOT INCLUDED DO 6B DETAIL OT TO SCALE) POD 4A DETAIL (NOT TO SCALE) 11A DETAIL TO SCALE) POD 108 DETAIL (NOT TO SCALE) POD 98 DETAIL (NOT TO SCALE) SCALE 1" = 200' FORMBOARD TIE-IN (POD 913): 10/25/2004 FORMBOARD TIE-IN (POD 10B): 9/16/2004 FORMBOARD TIE-IN (POD 11A): 7/21/2004 FORMBOARD TIE-IN (POD 4A): 3/22/2004 FORMBOARD TIE-IN (POD 6B): 3/15/2004 FORMBOARD TIE-IN (POD 38): 2/2/2004 FORMBOARD TIE-IN (POD 5A): 1/21/2004 FORMBOARD TIE-IN (POD 26): 1/13/2004 CHANGED TITLE: 10/20/2003 REVISED: 9/23/2003 REVISED: 9/2/2003 REVISED: 4/26/2000 REVISED: 3/20/2000 FIELD SURVEY DATE: 12/9/99 DRAWING COMPLETION DATE: 12/9/99 F.B.: L1 PG: 32 FILE:-99205.dwg #91 GOLDSMITH ROAD 0 2 (MIDWAY LOCATION MAP (NOT TO SCALE) 1-95 SURVEYOR'S NOTES: 1. BEARINGS REFER TO RIGHT-OF-WAY MAP SECTION NO. 9452. BEARING BASE IS THE BASE LINE OF SAID MAP. 2. (P) = PLAT MEASUREMENT; (M) = FIELD MEASUREMENT 3, PROPERTY LIES IN FLOOD ZONE A, FEMA MAP #12111CO165 F, 8-19-91. 4. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAYS, EASEMENTS, OR OTHER ENCUMBRANCES. 5. UNDERGROUND UTILITIES NOT LOCATED PER THIS SURVEY. 6. R/W = RIGHT-OF-WAY 7, FENCES, DITCHES, AND IMPROVEMENTS NOT LOCATED. 8. ALL MONUMENTS SHOWN ARE FOUND UNLESS STATED OTHERWISE. 9• COORDINATES VALUES SHOWN ARE BASED ON AN ARBITRARY DATUM AND BEAR NO REFERENCE TO GEODETIC CONTROL. 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. KLLNDARY 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 r.1 INSTITUTE FOR CAPTIVE CHIMPANZEE CARE AND WELL-BEING, INC. a corporation existing under the laws of the State of Florida OE;3TIFICATION: 1. INSTITUTE FOR CAPTIVE CHIMPANZEE CARE AND WELL-BEING, INC. a corporation existing under the laws of the State of Florida. 2. COMMONWEALTH LAND TITLE INSURANCE COMPANY 3. THOMAS A. FOGT, ESQ. I HEREBY CERTIFY THAT THE SKETCH SHOWN HEREON IS A CORRECT REPRESENTATION OF A SURVEY DONE UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. NO SEARCH OF THE PUBLIC RECORDS MADE FOR ERRORS OR OMISSIONS OF SAID DESCRIPTION, EASEMENTS OF RECORD NOT SHOWN UNLESS FURNISHED. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH UNDER RULE 61G17-6 F.A.C. BY THE FLORIDA BOARD OF I SURVEYORS AND MAPPERS. Q l: - �d 0 C T 2 7.2004 i 5 . LUCI GcuniV Public Wur;,s ' CHRISTIAN FENEX PROFESSIONAL SURVEYOR AND MAPPER 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 30(00 WzeGfLe004ai- K iJCC