USVI Public Records

Document text

‘TDhihe An iumal Care Center Parce 14 Rem. Estate Carolina, St John, United States Virgin Islands SYMBOLS: ISLAND MAP. wecac DETAIL SECTION BUILDING SECTION PLAN/SECTION DETAIL ~aum aa = 2 ee om oe oe oe EXTERIOR ELEVATION oo & INTERIOR ELEVATIONS & DETAIL SHEET DRAWN SECTION AS SHEET DRAWN DRAWING en 3 ‘ SHEET DRAWN ELEVATION SHEET DRAWN ELEVATION SHEET DRAWN SECTION * ELEVATION * DETAIL * W DRAWING REFERENCING DRAWING 2 SCALE ELEVATION is DooR (2) WINDOW (ce) WALL TYPE <a> REVISION NUMBER /1\ SHEET DRAWN MATERIAL LEGEND: COMPACTED FILL EARTH STONE OR GRAVEL CONCRETE DETAIL CMU OR STUD WALL BRICK STEEL WOOD FRAMING MEMBER WOOD BLOCKING PLYWOOD WOOD TRIM FIBERGLASS INSULATION RIGID INSULATION GYPSUM WALL BOARD TILE ILIKE RRRRQRRRRQRQRR 5 ATLANTIC OCEAN HAWKSNEST BAY GREAT CRUZ BAY CHOCOLATE HOLE CARIBBEAN SEA (4 ISLAND MAP CORAL BAY LOCATION OF PARCEL LE) #4 REBAR x 12" @ [2" OC, DRILLED 4 EPOXIED INTO EXISTING ROAD SLAB NEW DRIVE W/ REBAR AS NOTED TATE ROA _ PROPOSED DRIVE LOCATION Pree OF PARCEL Aiveliy glial CORAL BAY Bn (3 VICINITY MAP (2 \ DRIVEWAY SWALE oy SCALE: NOT TO SCALE Noy SCALE: 3/8" = I'-O" Wy K EXTENT OF PROPERTY ly ajy & ACC PARKING y ~ x10 2% UNDISTURBED Ure Y Ny DY LANDSCAPE ul Ny os Hye, Mt —— el ti ky kOe = —— . BRS tly v — a ak (\.\ SITE SECTION ABBREVIATIONS: C ) ABY ABOVE A/C AlR CONDITIONING ACT. ACOUSTICAL TILE AFF ABOVE FINISHED FLOOR ALUM ALUMINUM AVG AVERAGE BLKG BLOCKING + CENTER LINE CJ CONTROL JOINT CLG. CEILING cmMu CONC. MASONRY UNIT COL COLUMN CONC CONCRETE CONT CONTINUOUS C.T. CERAMIC TILE D DRYER DET DETAIL DF DRINKING FOUNTAIN DS DOWNSPOUT DIA DIAMETER EL/ELEV ELEVATION EQ EQUAL ExT EXTERIOR Ew. EACH WAY FD FLOOR DRAIN GA GAUGE GALY GALVANIZED GWB GYPSUM WALLBOARD HORIZ HORIZONTAL LAY LAVATORY LF. LINEAR FEET LM.L. LAM. VENEER LUMBER MFR MANUFACTURER MIN MINIMUM Misc MISCELLANEOUS M.O. MASONRY OPENING MTL METAL NIC. NOT IN CONTRACT Nom NOMINAL N.T.S. NOT TO SCALE Oc. ON CENTER PL.LAM. PLASTIC LAMINATE PLYWD PLYWOOD PREFAB PREFABRICATED P.T. PRESSURE TREATED PYC POLYVINTL CHLORIDE RD. ROOF DRAIN REF REFRIGERATOR FRE INF REINFORCING REQ'D REQUIRED REV REVERSED RO ROUGH OPENING OF SQUARE FEET SIM SIMILAR SPEC SPECIFICATIONS STD STANDARD STL STEEL STRUCT STRUCTURAL SUB FL SUB FLOOR SuUSP. SUSPENDED T&G TONGUE AND GROOVE TEL TELEPHONE TEMP. TEMPERATURE TOS. TOP OF SLAB T.O.W. TOP OF WALL Tre TYPICAL UN.O. UNLESS NOTED OTHERWISE VOT VINTL COMPOSITION TILE VERT VERTICAL VAR VERIFY IN FIELD WwW WASHER WH WATER HEATER Wr WATERPROOF W/ WITH WWF WELDED WIRE FABRIC W.I.C. WALK-IN-CLOSET INDEX OF DRAWINGS: ee | oy) Qs! 5O' 1Ioo' SCALE: |" =50'-0" COY ADD AID Al.l Al.2 Al. A2.D A2.1 COVER SHEET SITE PLAN ¢ SITE DETAILS SURYETED SITE FLAN FOUNDATION ¢ CISTERN FLOOR FLAN FIRST FLOOR FLAN UPPER FLOOR PLAN ROOF PLAN ELEVATIONS SECTIONS ARCHITECT'S OR ENGINEER'S SEAL: ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE ORIGINAL. AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE USED OR DISCLOSED WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. @BAREFOOT DESIGN GROUP, LLC 2023 CLIENT: ANIMAL CARE CENTER OF ST. JOHN FPO BOK 423 ST. JOHN, Vl 22231 APPLICANT: BAREFOOT DESIGN GROUP, LLC UY MONGOOSE JUNCTION P.O. BOX 1172 ; MONGOOSE JUNCTION ST. JOHN, USV] O83! (O) 349-693-1665 onl (F) 34D-693-84ll ARCHITECT: & BAREFOOT DESIGN GROUP, LLC MONGOOSE JUNCTION P.O. BOX 171712 MONGOOSE JUNCTION ST. JOHN, USVI O2Oea3! C(O) 349-693-1665 (F) 3490-693 -84l ENGINEER: TOTAL ENGINEERING LTD. RICHARD TATLOR P.O. BOX 32831 SEA COWS BAT TORTOLA, BY! CO) 284-494-2987 (CF) 284-494-0115 Group esign SURVEYOR: MARVIN BERNING ¢ ASSOC. 652| RED HOOK PLAZA SUITE 201 ST. THOMAS, USVl 2QEQ2 C(O) 342-115-6557 VISURVE T @VIACCESS NET DISTRIBUTION: Barefoot D 8/16/23 MAJOR CZM PERMIT I2/3/I3 CZM/DRIVEWAY SET THE ANIMAL CARE CENTER AS SERIES - AEROBIC TREATMENT UNIT CATW PRODUCT INFORMATION CONSTRUCTION AQUA SAFE PREMANUFACTURED P.O. BOX 165 OF 1/2 INCH VARIES W/ ASSEMBLY ST. JOHN Vl 2083! FIBERGLASS. 0" —_- (340) 513-9913 overoL | |<" ao" WWW.STJANBOTANICA.COM Cc 5 Cc 4" CISTERN TY PIPE : MIN. 4" DEEP 4" CISTERN REQUIRED SYSTEM CHART PLATFORM MOUNTED _| | RISER \" EXPOSED OVERFLOW PIPE \ Dae Os — CRUSHED STONE OVERFLOW PIFE No. of PLANT | Gal. per OPS AIR PUMP ABOVE GRADE ZS Rare OT AAS . Tor pg =MIN. 4" DEEP = FOR DRAINAGE BEDROOMS| SIZE DAY CLORINATOR ER ere ee by B" CONC ~!| : a ast en: RUSHED STONE = AIR HEADER / ci bRINATOR DISCONNECT p= sgics Lt WALL \ Fs TW —tor DRAINAGE Ta ALT. GRAD lor 2 ASEDO-P | 50D ged Mi 7] UNION veces TO Te] [LU 3 AS6O0-P | 600 gpd TRS NN i NINN, GGG LYNN NED ovens Ee | |r FILTER FABRIC |/TTT TTT FILTER FABRIC OS ay ~ : SVS CRUSHED STONE = —1jl. fee ft iin 4ors | ASISO-P | 150 god 7 NAS ~~ FOR DRAINAGE = PLAN SECTION A-A Tl - J = “ 6 or MORE |REQS MULTIPLE UNITS - ; FILTER|BASKET OUTLET TEE GH LE COMPONENT DIMENSIONS TLET TEE wea Cove FLOAT BUITCH / UNIT INFLOW FLOAT SWITCH Suet (1) /é> RIPRAP OUTLET PROTECTION tz |A|B|c|D : 0 500 gal. PLANT | 5'-6"|5-5"] -- | t-o"| <{ ENTNLOTATION 409) SCALE: 3/8" = I'-O" 600 gal. PLANT | 5'-6"| 5-0] -- | 1-0" METAL »-- SAPPLE\ EFFLUENT ov 6, 150 gal. PLANT |5'-6"|e'-5"| -- | 1-0" BANDS PUMP 0 = }” 300 gal. PT/PUMP | 5'-6"| -- | 3'-4"| T'-o" a RETREAT o arr . P—c tH. 4 -/ "go" -- 4'-4" | 7g" Pol 6-4 ; Le P 5)24-T9) 20? gal PIP | 2? ? PRETREAT PLANT PUMP TANK IRRIGATION F9-2999- “O@... 3 - oo 15 gal. PI/PUMP | Se") =~ | & 4") V0" ALL IRRIGATION TO BE BURIED pm | Pee Fas TREATMENT PLANT SECTION DRIP LINE IRRIGATION, COORD. Fa ; | 390/AS5QOD-P/20O, 20D/AS5QOD-P/5OO, 5OO/AS5DO-P/5DO, 5OD/ASSOO-P/15O, Ww/ LANDSCAPER ’ S) / Sé5. | 5DD/AS6DOD-P/SOO, 5OD/AS15O-FP/SOD, 15D/AS15O-P/15D OQ” = 5. 2813 | oo me “4 4, | — ” eee \ 5 \MINI-TREATMENT SEPTIC TANK DETAILS / BURY CONDUIT FOR UNDERGROUNES/7, mee Bl E AT ALL DRIVEWAY CUTS. SEE 2/AQ2 DRIVEWAY ENTRY NOTES: DRIVEWAY SURFACE /S CLP. CONCRETE, SEE STRUCT. COORD. ELEC SERVICE @ END OF DRIVEWAY PROVIDE 36" CONC. SWALE @ EXISTING ROADWAY EXTEND DRIVE ¢ RETAINING WALLS TO PROPERTY LINE GRADE AS REQRD. BEYOND PROPERTY LINE FOR DRIVE MTIGATE POTENTIAL DRAINAGE ACROSS DRIVEWAY AS REQRD. COORD DRIVE LOCATION ly OQUNER PRIOR TO EXCAVATION PRROVIDE GRAVEL TRANS/TION TO ROAD DURING CONSTRUCTION TO MITIGATE SILT TRAVEL ALL REMOVED TREES IN AREA OF CONSTRUCTION TO BER POSSIBLE OR REPLACED EPLANTED WHERE BY ANEW TREE Pcl. @R-2 C9-265-T8l 40" FILTER I'-6" FABRIC | WOODEN STAKES Va AS REQUIRED DISTURBED V CONTINUOUS a AREA EARTH CURB - V4 y AREA ETT TTT oom le = ttt STH weeKLY |) VY /3» SILT FENCE SCALE: 3/8" = I'-O" ' 6'-O" MIN. zZ x q + Z | = a EXISTING -/| —|||—|| —| | eee SITE PLAN FOR EXTENT ¢ GRADE —| | ||| |_| | LOCATION OF SILT FENCE OR TIT] | [=| | BERN, COORD. W/ OWNER /2» SILT BERM QMD/ ScALe: 3/8" = I'-O" | \ SITE PLAN NORTH ™ “\ (0.385 Acres a I, QR G , Wo i li be Mh Sil ” UTILITIES ON SITE, COORDINATE W/ WAPA ENGINEER, SUPPLY TO MAIN ne ne ee PANELS IN EQUIPMENT ROOM, SEE mo . 4/AOO FOR CROSS-SECTION OF 4 PCL. 14-2 a ALL LANDSCAPING To / or S of AL BE VEGETATION NATIVE QS PERMEABLE PAVERS PLANT, SEE | BIAOD Pel. 6R-! C9-265-T8] BG M ENGINEERS & SURVEYORS IX. P.O. Box 1103, St. John, VI 00831 Tel: (340) 776-6770, Fax: (340) 693-7770 Civil Engineering, Land Surveying, Construction Management bgmiller@islands.vi MINI- TREATMENT Acres. UNDISTURBED VARIES W/ ASSEMBLY AP ARCHITECT'S OR ENGINEER'S SEAL: ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE ORIGINAL, AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE USED OR DISCLOSED WITH- OUT PRIOR CONSENT OF THE ARCHITECT. ©BAREFOOT DESIGN GROUP, LLC 2023 ay PUMP TANK PLANT TREATMENT PLANT PLAN LL we LINE OF MARKER FLAGS SITE NOTES: PROJECT TEAM: BURIED JUST BELOW SURFACE 4 BETWEEN EACH LAYER OF I. CONDUIT GRADE TTT TTT IF] i i || J) 2-4 he |__| Permeable pavers [>> Concrete walks i! “” Cistern Note 3.: The ISI-1l' on D9-5124-T3Sl would extend 119' into the 30' Esmt. ii — 2" RIGID Pvc FoR 2. “SECONDARY TEL/TY CONDUIT 2" RIGID PYC FOR 2" RIGID PYC FOR PRIMARY UNDERGROUND UTILITY + (.4.\CONDUIT TRENCH , SUBSURFACE DRIP IRRIGATION SYSTEM FOR TREATED EFFLUENT Pel. 1Oc, EST. EMMAUS D9-638)-T98 MACHINE EXCAVATION FOR BUILDING FOOTPRINT, TYP. STORE TOP SOIL, TARPED, ON SITE AT DRIVEWAY AND PARKING SPOTS, TRUCK AWAY ANY EXCESS INORGANIC SOILS NOT REQUIRED FOR BACKFILL ON THE PROJECT LINE OF NOT BUILDABLE AREA DUE TO GUT CENTER LINE OF GUT 416 Ny \ . aN . ‘ . Sy N Y \ ZR \ ¥ E- M e N AS Ine. eemt.D \ 4437! \/ “*<638°36'55"E ¥. UNDISTURBED LANDSCAPE SILT FENCE, 409) SCALE: 3/8" = |'-O" INSPECT WEEKLY \ \ ~ WATER ELEV. 0.00 e HIGH\ TIDE 1-2-26 \ . \ Pel |4-3 \ D9-6 185-T2QD 20. al. Contractor shall visit the site to verify plan and existing dimensions and conditions and shall notify the Architect and or Engineer, in writing, of discrepancies before proceeding with the work Contractor accepts responsibility for Information reasonably Inferred from site visit and from information provided. Notify Planing and Natural Resources within 48 hours of commencement of work . Provide signage visible and accessible from road with estate parcel number and all required permit information. Erosion control shall be implemented as required by local authorities. During construction, provide siltation fence or brush berm at all excavated areas. Site disturbance shall be limited as close as possible to the area of construction Natural slope shall be retained as much as possible. Trees shall be retained where possible and protected from damage of construction processes and machines during construction. Where tree removal is required, stumps shall be removed. Maintain % minimum slope away from building for at least five (5) feet from the perimeter. Natural drainage shall not be concentrated or diverted onto adjacent property or public right of way. The top of the septic tank shall be located at a lower elevation than the bottom of the cisterns. . Retaining walls shall be erected where shown or as required. They shall be constructed of reinforced concrete, reinforced concrete masonry, or stone and to a height required for retainment. . New exterior walks, patios, driveways, etc. shall be constructed on a minimum of 4" of compacted, non-expansive soil. . Soil beneath slabs and of perimeter or foundations shall be treated for termites before placing concrete. Soil and perimeter shall be treated at completion of work An approved termite exterminator shall poison the ground in accordance with the Building Research Advisory Board report and provide a five (5) year warranty of his work, covering repair and replacement of termite damage. . Low maintenance ground cover such as Wedelia or Goats Foot shall be planted on all cut/fill 61 and other disturbed graces as final gracles are established within three (3) monthe of construction. . Footing design is based on the following conditions: SOIL BEARING CAPACITY: Minimum assumed 3000 psf, this value Is to be verified In the field prior to pouring footings by the Structural Engineer. SOILS: Footings, foundations walle ¢ slabs shall not be placed on or In marine clay, peat or other organic materiale. . All footings shall project at least |'-O" into undisturbed natural soil or compacted structural fill. Where required, step footings in a ratio of 2 horizontal to | vertical. . Compact backfill below building slabs and footings: Soil fill material must be approved by the Structural Engineer prior to placement. Material to be free from organic material, concrete, asphalt or other deleterious substances. Prior to placing fill, the existing surface shall be cleared of refuse or organic materials. Proofroll subgrade removing soft or compressive materials. Fill material shall be placed in layers not to exceed 8" and compacted to minimum 95 % of the dry maximum density as determined by ASTM D628. . Footing excavations shall be inspected by the building official prior to pouring concrete. . Provide 4" minimum porous pipe at exterior side of all exterior footings at basement walle. Tile to be set on 2" gravel bed with 6-8" gravel cover and should drain to daylight. Install filter fabric around gravel and drain tile. . Provide free draining, granular backfill with a maximum equivalent fluid pressure = 30 pef per foot of depth against basement ¢ retaining walls. If back-fill pressure exceeds 30 pcf then wall must be designed for actual pressures by the Structural Engineer. . Fine grading around new construction shall be included in the contract for construction. Save and store topsoil in a manner as to provide It and prevent Its lose through runoff. Topsoil shall be placed in an approved manner. Bringing soil to or removing soll from the site as needed is considered the responsibility of the General Contractor and to be included in thie Contract. Elevations on the drawings are referenced to the benchmark on the site plan. During the Initial excavation of the site, the Architect Is to be on site to assist in the placement of large boulders for future decorative use. During the excavation for foundations, the structural engineer is to be present to Inepect soll. It Is unclerstood that the engineer will adjust the structure as necessary. Construction of the foundation will not begin without permission from the Structural Engineer. GENERAL NOTES: 2. QD 2 4! 40" SCALE: I" = 40'-0" | 8d' ALL CONSTRUCTION, INCLUDING MATERIALS AND WORKMANSHIP, SHALL COMPLY TO ALL APPLICABLE GOVERNING CODES AND REGULATIONS. THE OWNER SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS PRIOR TO STARTING WORK AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. WORKING DIMENSIONS SHALL NOT BE SCALED FROM THE DRAWINGS. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS CONTAINED IN THE DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT/ENGINEER A SOLUTION IS TO BE AGREED UPON BEFORE PROCEEDING WITH THE WORK. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BE SIMILAR WORK ON THE PROJECT. ELEVATIONS ON THE DRAWINGS ARE REFERENCED TO THE SITE PLAN. ALL JOINTS AND PENETRATIONS IN THE BUILDING ENVELOPE SHALL BE SEALED WITH THE APPROPRIATE TYPE OF CAULK OR SEALANT. PROJECT APPLICANT : BAREFOOT DESIGN GROUP, LLC P.O. BOX 1112 ST. JOHN, USVI D831 TEL: (340) 693-1665, FAX: (340) 693-84Il PROJECT OWNER : ANIMAL CARE CENTER OF ST. JOHN PO BOX 4223 ST. JOHN, VI 20831 PROJECT ARCHITECT : BAREFOOT DESIGN GROUP, LLC P.O. BOX 1112 ST. JOHN, USVI D831 TEL: (340) 693-1665, FAX: (340) 693-84Il STRUCTURAL ENGINEER : TOTAL ENGINEERING LTD. PO BOX 3891 SEA COWS BAY TORTOLA, BvI TEL: (284) 494-2981, FAX: (284) 494-0115 SURVEYOR : MARVIN BERNING and ASSOCIATES 6521 RED HOOK PLAZA, SUITE 201 ST. THOMAS, USVl 2Oa@2 TEL: (340) 115-6551 SITE INFORMATION: PLOT: PARCEL NO. I4 Rem. ESTATE: EST. CAROLINA ISLAND: ST. JOHN, USVI. ZONING: R-2, VARIANCE W/ ACT 8127 PROPOSED USE: ANIMAL SHELTER/CLINIC AREA OF LOT: 2309 ACRES BY THIS SURVEY BUILDING FLOOR AREA: 5503 SF. BUILDING FOOT PRINT: (INCL. VERANDAS, POOL.) 3,128 SF. FLOOR AREA RATIO (FAR) NUMBER OF ON-SITE PARKING SPACES: SET BACK FROM STREET PROPERTY LINES = SET BACK FROM SIDE PROPERTY LINES = SET BACK FROM REAR PROPERTY LINE = BUILDING TABULATIONS: 22 SPACES 1I5'-", SEE SITE PLAN 1D'-O", SEE SITE PLAN 1D'-@", SEE SITE PLAN 5.5% (HOUSE AREA/LOT AREA) CISTERN LEVEL AREA = Islands irgin P.c. box 1772 mongoose junction st. john usvi OO831 (340) 693-7665 Barefoot Design Group, LLC ‘Tihe Animal Care Center Parcel 14 Rem. Estate Carolina, St John, United States V INTERIOR SPACE = @ SF. CISTERNS = 636 SF. MAIN LEVEL AREA = ACC INTERIOR SPACE = 3382 SF. COVERED EXTERIOR VERANDAS = 29 SF. UNCOVERED EXTERIOR VERANDAS = @ SF. GARAGE, STORAGE, EQUIPMENT ROOMS = 285 SF. UPPER LEVEL AREA = ACC INTERIOR SPACE = 1394 SF. CARETAKER INTERIOR SPACE = 121 SF. COVERED EXTERIOR VERANDAS = 137 SF. TOTAL HABITABLE (INTERIOR) AREA = 5503 SF. CISTERN REQUIREMENTS: ACC ROOF AREA = 2655 SF. 2655 x 456F.x 45 GAL. SF. = 1,947 GAL. RESIDENTIAL ONE STORY ROOF AREA = 127 SF. 121 SF. x ID GAL. SF. (1 STORY ROOF) = 1212 GAL. TOTAL CISTERN REQUIREMENTS = 19211 GAL. CISTERN CAPACITY: CISTERN “I = 233 SF x 4'-O" = 932 CF.x 15 GAL/ CF. = 6,990 GAL. CISTERN "2 = 321 SF x 4'-O" = 12864 CF. x 15 GAL/ CF. = 2630 GAL. CISTERN #3 = 384 SF x 4'-O" = 1536 CF.x 15 GAL/ CF. = 520 GAL. TOTAL FRESH WATER CISTERN CAPACITY = 28140 GAL. DISTRIBUTION: 3 8/6/23 | Major CZM Permit 2 12/3/13 CZM/Driveway Set | Wale Ouner's Review NO. DATE ITEM DRAWING TITLE: PROJECT DATA SITE PLAN and DETAILS SHEET # OO ff Pcl. 14-17 OA Pcl. 6-4 CKO D9—5124—T91 F9-2090-T67. Pel. 14-2 D9O—5124—T91 Pel. 100, EST. EMMAUS D9I-—63651—T98 Pcl. 6R-2 C9—265— 7651 Pcl. 6R—-1 C9—265-—181 SEE SURVEY NOTES ON D9-6941—TOOT \ Pel 14-3 PCL. 14 REMAINDER AREA: 2.309 Acres 100,979 S.F. (1.762 Ac. not inc. esmt.) TO 4 NORTH CORRELATED \ @ ATLANTIC OCEAN FRANCIS BAY GREAT CRUZ BAY, CHOCOLATE HOLE CARIBBEAN SEA SITE CORAL BAY ST, ISLAND MAP JOHN LOCATION MAP ZONING 1S) R-2 PLAN REFERENCES: D9-—5124—19] DI-63581—198 LEGEND CONCRETE MONUMENT FOUND IRON PIPE FOUND IRON PIPE SET 7—IRON FOUND UTILITY POLE PK NAIL SET >P-OcoeoHe eon PROPERTY LINE [512'34'56’°W — 78.90'] X X WATER ELEV. 0.00 8O FENCE LINE OO0000000000D STONE WALL CONTOUR LINE — 10° INTERVAL \ D9-6785—T000 HIGH TIDE 7-—2—06 123.4 SPOT GRADE IRON REBAR FOUND CONCRETE BOUND SET MONUMENTED POINT NOT LOCATED UNMONUMENTED POINT CONTROL POINT SET RECORD DATA WHERE DIFFERENT FROM MEASURED DATA CONTOUR LINE — 2° INTERVAL \ \ SCALE: 17 = \50’ \ B G M ENGINEERS & SURVEYORS P.O. Box 1103, St. John, VI 00831 Tel: (340) 776-6770, Fax: (340) 693-7770 bgmiller@islands.vi \ 50 ) 50 100 \ 150 \ \ \ 200 FIELD SURVEY: | FIELD BK.ZPG. | PLAN BY: | CHECKED BY: AP/TW 156 157 BGM BGM Civil Engineering, Land Surveying, Construction Management SCALE: 1°=50° 7 NO. 1 CORA ’ / TOPOGRAPHIC PLAN / PARCEL 14 REMAINDER / / FSTATE CAROLINA water 256 BAY Qik. ST. JOAN, ULS.V.. SHEET 7 OF 7 SHEETS PROJECT: 67089 FILE: O1089GT.DWG DATE: /—10—06 O.L.C.# (1\ FOUNDATION + CISTERN PLAN ET es a “1 | = fopo aaa WR FI a Q | a poe 4 a bi | P| | = Ie'-10" 2i-o"| 32'-" Jato" 40'-2" 3'-5" |2'-O"| 3'-o" Io'-1" 3'-o" | ¥ tf t | 8 | 1 | a I ra 7 rq Q | I | | Io L_| LJ | | | | | (ay 1 | | lly | ) E~-~-~--~-~-~-—-—--—-—-—--~-~—~-~--—- ~~ ~~ ~~~ - ~~~ ~~~ FF + | i | | || poccsccccccccrccrrcrrc PTT 7! a | a i nr ee __ —— Mi on | eet eR rn ett eee ae : ig ——— || | | | | | ; a Qe 4 | | || iol | bly Q Ho it | aon Ii | Py a I | ne | fe | | i | bi i rf ly S| | nee | |: nan Mi! ri! : | Poy | | | | | - | an TOs : TOS byt = bt | pise-o || © Ef re-0" | rid aan ne ; — |) | || ~ | qd i |: nan Pilg V1! rq Q 2 i | LJ | ane ie'-10" Ae Lf bil Lo, Li L a Q 2\-@"| yey la | + ao'-10" ape" a al Coa bi 5 1 | so ~ x bi 1B'-1" T2'-0"1 | | of ffl fyi ‘ ! : a 7 pT ane | nan | io'-5" 2-0") ri! 5 | a | CISTERN 2 Epi CISTERN 3 ! ep ! ret of fit } | con | It | | r 1 es ee FOO 7 | | con | on Pp 5 |! bP il |. | || - | | | | “| | | | | I | | | | | | Pr _-_sT TOT TT TT TT 7 | | L_ Se eee | | i | % | | | ® | | | I fy | | | | | | | Il a Q------ J : | + | | | 0 | | yey ty | | I} i | Ld it a Ao | Lt | | l on ee | ly LL a Jj i! | 7 rey | : || | | | I] : | | , L--==— TF J |. LL - -—4 a a : || 4-3" 2'-o" e'-4" 20'-5" bl ! aan es She i ii | | | | a ——vwvrnn 0000 —eeemnn:: an SJ i dt Ii | . . | Pi | ray | | Ld : | | Iii | ry! i Ld 5 | | 22'-10" | || | | : : Li - | = | | | || Ili | o Lr : | | hii | || . N 1 | t | 10S | 4 li | 1) || 5 || | F 8 bl I | A | 9 | EL=8'-O" : a i || | - I | o | || | | | IB'-1 || | | 4 | | | | 2-2") | | x¥ | || | I | | |_| FS 7 | Ir | i | | Ii | — a a ee ee 7] — —.---, || LT | Loot rrr i: a CISTERN I | pppoe [bn =| yl I Peyp iL N i; | | | | | | = aa | aan li | ; | | i) Q 2 4") I E 41-3" . pret ! | | on | L_ L_J an ma | 1-10" 2f-@" | fi) | root . + | | | | | | 5 l + | . | 22'-3" 2\-@2" 4Q'-2" 3'-5" 2'-@" 3'-o" | I@'-11" 4 3B'-@" 1 nee a a a) ire : pL ——}} f---- a S| re je pt ba 88 gn 3 585 5 885 pn 58855 555 8885 5888 8555858 855585 8585585585555 5 5855555555555 5 5555555555 = === 55 9 Poe _ _— _ | it ee i 1 | | | 5'-O" 14'-6" Pa | bt i | | --- 75 i to. | | | jaca" iii | | | | i toi | | | 28'-10" Bop | az) Q |' 4' SCALE: 3/16" = 3! |'-@'' EY NOTES: K 21. 22. 23. 24. 25. 26. 27. 28. 23. 32. 3i. 32. 33. 34. 35. 36. 31. 38. 39. 42. 4l. 42. 43. 44, 45. COORDINATE NEW DRIVEWAY WORK W/ EXISTING ROAD ¢ UTILITIES AS REQR'D. CONC. SLAB ON GRADE DRIVEWAY OR TERRACE W/ BROOM FINISH. PROVIDE BRICK CONTROL JOINTS AT 10' MAX. INTERVALS STRUCTURAL CONC. SLAB W/ WWF AND REBAR AS NOTED, SEE DETAILS ¢ FINISH SCHEDULE CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS FOR SIZE ¢ REINFORCEMENT DETAILS CONTINUOUS CONC. BEAM W/ REBAR AS NOTED, SEE STRUCTURAL DETAILS WALL CONSTRUCTION: (SEE DETAILS ¢ STRUCT. PLANS FOR REBAR) A. 3%" METAL STUD WALL W/ CONC. BOARD 4 PTD. PLASTER FINISH TO MATCH CONC. é MASONRY WALLS B. 8" CONC. OR CMU WALL, SEE DETAILS C. STONE VENEER ON STEEL COLUMN D. 'ISLAND STONE' WALL, SEE DETAILS/ WIDTH EXTENT OF ARCH, BEAM, CEILING, OR OTHER ELEMENTS ABOVE OR BELOW EXTENT OF SIDEWALK OR CONTINUOUS STEP. SEE STRUCTURAL DETAILS FOR MATERIAL TYPE ¢ REINFORCEMENT DETAILS EXTENT OF FINISH GRADE 4 NEW SITE CONTOURS, SEE SITE PLAN ¢ BLDG. ELEVATIONS EXISTING GRADE, VERIFY IN FIELD "THORO-SEAL" CISTERN SEALER W/ CONC. COVE BASE ON ALL CISTERN WALLS AND SLAB, TYP. 4" PYC CISTERN OVERFLOWS, SEE PLANS, COORD. W/ INFLOWS ¢ DRAIN AWAT FROM FOOTINGS TO DAYLIGHT 24"x24" CISTERN HATCH. FINISH TO MATCH SURROUNDING MATERIALS. SEE STRUCTURAL PLANS FOR LOCATION ¢ DETAILS COLORED POOL PLASTER W/ COVE BASE ON CONC. WALLS ¢ SLAB, COORD. COLOR W/ OWNER POOL SKIMMERS AND JETS TO BE COORD. W/ POOL RECIRCULATION SYSTEM ¢ PLUMBER PREFABRICATED POOL OVERFLOW TANK PLACED UNDER SPA ¢ PLANTER DURING CONSTRUCTION, COORD. W/ PLUMBER PRE -MANUFACTURED WINDOW OR DOOR. SEE SCHEDULE FOR TYPE, SIZE 4 DETAILS CUSTOM METAL ENTRY GATE, SEE DOOR SCHEDULE FOR DETAILS PAINTED PT WOOD TRELLIS, SEE STRUCTURAL CABINETRY (COORD. W/ OWNER): A. WOOD DOORS W/ PLAS. LAM. INTERIORS ¢ CONCRETE OR STONE COUNTER TOPS B. OPEN WOOD SHELVING, SEE INTERIOR ELEV'S. FOR FURTHER DETAILS C. BUILT-IN CABINETRY OR FURNITURE, COORD. W/ INTERIOR ELEVATIONS ¢ MANUFACTURER TO PROVIDE SHOP DRAWINGS, TYP. PTD WOOD OR METAL HAND RAIL MOUNTED TO FLOOR OR WALL @ 36" AFF PER CODE, SEE PLANS FOR LOCATIONS 4 ELEV.'S FOR PROFILE LP GAS TANK STORAGE AREA, COORD. GAS LINE TO BBQ GRILLS ¢ RANGE EQUIPMENT: A. HOUSE PUMP B. HOUSE PRESSURE TANK C. HOUSE FILTER SYSTEM D. HOT WATER HEATER, COORD. W/ SOLAR HW PANEL ON ROOF E. POOL PUMP F. POOL FILTERS G. POOL AUTO-PILOT SYSTEM H. GENERATOR 4 TRANSFER SWITCHES, SEE MECH. J. A/C CONDENSER APPLIANCES AND ACCESSORIES A. 48" GAS RANGE, EXHAUST HOOD, SS B. BUILT-IN ELEC. OVEN ¢ MICROWAVE OVEN, SS C. UNDERMOUNT SINK W/ FITTINGS D. 48" SIDE-BY-SIDE REFRIGERATOR, SS E. 24" BUILT-IN DISHWASHER, SS F. LAUNDRY SINK G. FULL-SIZE SIDE BY SIDE WASHER AND DRYER H. UNDERCOUNTER FRIDGE, SS J. UNDERCOUNTER ICE MAKER, SS SHOWER HEAD @ T'-@" AFF. SEE MECH. PLANS ¢ COORDINATE VALVE STYLE W/ OWNER SUPPLY IRRIGATION FROM WASTEWATER TREATMENT TO PLANTER OR PLANTING AREA, COORD. W/ LANDSCAPER "PICKLED" Ix@ TéG RED CYPRESS CEILING ON 2x FURRING OR IN ROOF STRUCTURE, SEE DETAILS BUILT-IN BBQ GRILL ENCLOSURE, COORD. SIZE W/ FINAL GRILL SELECTION PARTIAL HEIGHT CMU OR CONC. WALL W/ PTD. PLASTER OR TILE, COORD. FINISH W/ OWNER CAST-IN-PLACE CONCRETE COLUMNS, SEE DETAILS FOR CONSTRUCTION CAST-IN-PLACE CONCRETE EDGE DETAIL, TYP. SEE DETAILS FOR PROFILE. PREFABRICATED DROP-IN SPA IN STONE SURROUND, COORDINATE ACCESS PANELS IN SIDE OF STONEWORK FOR MECHANICAL ¢ OPENING SIZE W/ ACTUAL SPA AS SELECTED WATERFALL BUILT INTO STONE SPA SURROUND, COORD. ON/OFF VALVE W/ POOL JETS PAINTED OR COLORED PLASTER TO CONSIST OF ONE SCRATCH COAT ONE BROWN COAT ONE FINISH COAT W/ TEXTURE TO BE DETERMINED Br ARCHITECT ¢ OWNER. CERAMIC OR STONE TILE ON CONC. SLAB ¢ WALLS, COORD. COLOR ¢ PATTERN W/ OWNER CLOSET SHELF ¢ ROD, COORD. W/ OWNER ORGANIZER SYSTEM, LAYOUT, ¢ OPTIONS FLOOR DRAIN W/ STRAINER SET FLUSH W/ FINISH FLOOR. SEE MECH. PLANS FOR DETAILS PRECAST CONCRETE STEPPING STONES WALL SAFE BOLTED IN EACH BEDROOM CLOSET, COORD. MANUFACTURER 4 TYPE W/ OWNER TERRA-COTTA OR CONCRETE TILE ROOF, SEE DETAILS FOR CONSTRUCTION SOLAR PY OR SOLAR HOT WATER HEATER PANEL, SEE MECHANICAL PLANS POOL COPING TILE, COORDINATE SELECTION W/ OWNER PTD PT FASCIA W/ PRE-FORMED PYC GUTTER, MATCHING BRACKETS ¢ DOWNSPOUTS, COORD. W/ CISTERNS. SEE DETAILS ROOF DRAIN W/ BASKET, COORD. DOWNSPOUTS TO CISTERNS AS REQ'D, SEE MECH. PLAN LIGHT FIXTURE, SEE MECHANICAL PLANS ¢ COORD. W/ OWNERS FINAL FIXTURE SELECTION ARCHITECT'S OR ENGINEER'S SEAL: ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE USED OR DISCLOSED WITH- OUT PRIOR CONSENT OF THE ARCHITECT. @©BAREFOOT DESIGN GROUP, LLC 2023 Islands irgin P.oc. box 1772 mongoose junction st. john usvi O0OO831 (340) 693-7665 Barefoot Design Group, LLC ‘Tihe Animal Care Cente Parcel 14 Rem. Estate Carolina, St John, United States V DISTRIBUTION: 3 8/16/23 | Major CZM Permit 2 12/3/13 CZM/Driveway Set i} I/a/1a Owner's Review NO. DATE TEM DRAWING TITLE: CISTERN + FIRST LEVEL FLOOR PLAN SHEET # DD | 4 4 0 ; z S y Mg : ~ SS ae ge A a XY XY \ : Q : : 1Q@) KENNEL : 4 : ET Sah | enn en ee ee ee ee NN | ee 1 [| PLANTER — ET LHAte es eee s5F ! y : \ | ion 7 | ~~ 7 ' ! ! PREP ee | , ! : Lk ' enn |e dl OFFICE 7 | il . fi Beg} r | ‘ : PP 2 | — ENTRY || oe | , — : ——— ! | ; ; 2 | | = | ENT [tbe rk aa i r ee noe Onn ee | | | AZ : | if | | | | ! ! RECEP | | ! | | ao iz! , pe ! TOS. if | | Ho = i IGE Oo pd" ! EL=|3'-6" He, | | DOG ae | = ——— "a Cm | ae | >| AT 7 altos ae Be ELIS SSS | | | | "| IY ! a Fy PLANTER | | El eia'-6" or | ! 3 = ” a a noe ——— ——- ac at 4 OF ia Se TT veausr | |} (@) KENNEL QZ ee 0 | : a — /-—— \ 7 “| | | FSssSS=555554 - iS CLASS) Hath LOCKER | : | A ia (| | Aa | CO (— a 7 erent [ pencn FOOD/ MEBue | oo et ea D D 4 ry ©). eal) . ! ! \ / STOR ee | a ~~ BA 2 * ! ie | | MECH fs] | #£=%f— CO /\ PALLET YT | . 2 | LC) / y. \ ie “8 5'-11 W-2" | i oe Ce | | PSA | | ENA | ——— CTC | | CEPT us’ TST | vw ) WA | PS | | | | Peo ed } op iy DUMPSTER iid pio" -— “—s —e uP] |leiR p15" im EA. =|10|-@ (1\FIRST LEVEL FLOOR PLAN ee QD |' 4' S' SCALE: 3/l6"' = |'-@"' By KEY NOTES: COORDINATE NEW DRIVEWAY WORK W/ EXISTING ROAD ¢ UTILITIES AS REQR'D. 2. CONC. SLAB ON GRADE DRIVEWAY OR TERRACE W/ BROOM FINISH. PROVIDE BRICK CONTROL JOINTS AT 10' MAX. INTERVALS 3. STRUCTURAL CONC. SLAB W/ WWF AND REBAR AS NOTED, SEE DETAILS ¢ FINISH SCHEDULE 4. CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS FOR SIZE ¢ REINFORCEMENT DETAILS 5. CONTINUOUS CONC. BEAM W/ REBAR AS NOTED, SEE STRUCTURAL DETAILS @. WALL CONSTRUCTION: (SEE DETAILS ¢ STRUCT. PLANS FOR REBAR) A. 3%" METAL STUD WALL W/ CONC. BOARD 4 PTD. PLASTER FINISH TO MATCH CONC. é MASONRY WALLS B. 8" CONC. OR CMU WALL, SEE DETAILS C. STONE VENEER ON STEEL COLUMN D. 'ISLAND STONE' WALL, SEE DETAILS/ WIDTH 1. EXTENT OF ARCH, BEAM, CEILING, OR OTHER ELEMENTS ABOVE OR BELOW 8 EXTENT OF SIDEWALK OR CONTINUOUS STEP. SEE STRUCTURAL DETAILS FOR MATERIAL TYPE ¢ REINFORCEMENT DETAILS 9. EXTENT OF FINISH GRADE ¢ NEW SITE CONTOURS, SEE SITE PLAN ¢ BLDG. ELEVATIONS 10. EXISTING GRADE, VERIFY IN FIELD I. "THORO-SEAL" CISTERN SEALER W/ CONC. COVE BASE ON ALL CISTERN WALLS AND SLAB, TYP. 2. 4'6 PVC CISTERN OVERFLOWS, SEE PLANS, COORD. W/ INFLOWS ¢ DRAIN AWAT FROM FOOTINGS TO DAYLIGHT 13. 24"x24" CISTERN HATCH. FINISH TO MATCH SURROUNDING MATERIALS. SEE STRUCTURAL PLANS FOR LOCATION ¢ DETAILS 14. COLORED POOL PLASTER W/ COVE BASE ON CONC. WALLS ¢ SLAB, COORD. COLOR W/ OWNER 15. POOL SKIMMERS AND JETS TO BE COORD. W/ POOL RECIRCULATION SYSTEM ¢ PLUMBER 16. PREFABRICATED POOL OVERFLOW TANK PLACED UNDER SPA ¢ PLANTER DURING CONSTRUCTION, COORD. W/ PLUMBER 1. PRE-MANUFACTURED WINDOW OR DOOR. SEE SCHEDULE FOR TYPE, SIZE 4 DETAILS 18. CUSTOM METAL ENTRY GATE, SEE DOOR SCHEDULE FOR DETAILS I9. PAINTED PT WOOD TRELLIS, SEE STRUCTURAL CABINETRY (COORD. W/ OWNER): A. WOOD DOORS W/ PLAS. LAM. INTERIORS ¢ CONCRETE OR STONE COUNTER TOPS B. OPEN WOOD SHELVING, SEE INTERIOR ELEV'S. FOR FURTHER DETAILS C. BUILT-IN CABINETRY OR FURNITURE, COORD. W/ INTERIOR ELEVATIONS ¢ MANUFACTURER TO PROVIDE SHOP DRAWINGS, TYP. 21. PTD WOOD OR METAL HAND RAIL MOUNTED TO FLOOR OR WALL @ 36" AFF PER CODE, SEE PLANS FOR LOCATIONS 4 ELEV.'S FOR PROFILE 22. LP GAS TANK STORAGE AREA, COORD. GAS LINE TO BBQ GRILLS ¢ RANGE 23. EQUIPMENT: A. HOUSE PUMP B. HOUSE PRESSURE TANK C. HOUSE FILTER SYSTEM D. HOT WATER HEATER, COORD. W/ SOLAR HW PANEL ON ROOF E. POOL PUMP F. POOL FILTERS G. POOL AUTO-PILOT SYSTEM H. GENERATOR 4 TRANSFER SWITCHES, SEE MECH. J. A/C CONDENSER 24. APPLIANCES AND ACCESSORIES A. 48" GAS RANGE, EXHAUST HOOD, SS B. BUILT-IN ELEC. OVEN ¢ MICROWAVE OVEN, SS C. UNDERMOUNT SINK W/ FITTINGS D. 48" SIDE-BY-SIDE REFRIGERATOR, SS E. 24" BUILT-IN DISHWASHER, SS F. LAUNDRY SINK G. FULL-SIZE SIDE BY SIDE WASHER AND DRYER H. UNDERCOUNTER FRIDGE, SS J. UNDERCOUNTER ICE MAKER, SS 25. SHOWER HEAD @ T'-@" AFF. SEE MECH. PLANS ¢ COORDINATE VALVE STYLE W/ OWNER 26. SUPPLY IRRIGATION FROM WASTEWATER TREATMENT TO PLANTER OR PLANTING AREA, COORD. W/ LANDSCAPER 27. "PICKLED" Ixé TéG RED CYPRESS CEILING ON 2x FURRING OR IN ROOF STRUCTURE, SEE DETAILS 28. BUILT-IN BBQ GRILL ENCLOSURE, COORD. SIZE W/ FINAL GRILL SELECTION 29. PARTIAL HEIGHT CMU OR CONC. WALL W/ PTD. PLASTER OR TILE, COORD. FINISH W/ OWNER CAST-IN-PLACE CONCRETE COLUMNS, SEE DETAILS FOR CONSTRUCTION 3). CAST-IN-PLACE CONCRETE EDGE DETAIL, TYP. SEE DETAILS FOR PROFILE. 32. PREFABRICATED DROP-IN SPA IN STONE SURROUND, COORDINATE ACCESS PANELS IN SIDE OF STONEWORK FOR MECHANICAL ¢ OPENING SIZE W/ ACTUAL SPA AS SELECTED 33. WATERFALL BUILT INTO STONE SPA SURROUND, COORD. ON/OFF VALVE W/ POOL JETS 32. 34. PAINTED OR COLORED PLASTER TO CONSIST OF ONE SCRATCH COAT ONE BROWN COAT ONE FINISH COAT W/ TEXTURE TO BE DETERMINED Br ARCHITECT ¢ OWNER. 35. CERAMIC OR STONE TILE ON CONC. SLAB ¢ WALLS, COORD. COLOR ¢ PATTERN W/ OWNER CLOSET SHELF ¢ ROD, COORD. W/ OWNER ORGANIZER SYSTEM, LAYOUT, ¢ OPTIONS 31. FLOOR DRAIN W/ STRAINER SET FLUSH W/ FINISH FLOOR. SEE MECH. PLANS FOR DETAILS 38. PRECAST CONCRETE STEPPING STONES 36. 39. WALL SAFE BOLTED IN EACH BEDROOM CLOSET, COORD. MANUFACTURER 4 TYPE W/ OWNER TERRA-COTTA OR CONCRETE TILE ROOF, SEE DETAILS FOR CONSTRUCTION 4|. SOLAR PY OR SOLAR HOT WATER HEATER PANEL, SEE MECHANICAL PLANS 42. POOL COPING TILE, COORDINATE SELECTION W/ OWNER 43. PTD PT FASCIA W/ PRE-FORMED PYC GUTTER, MATCHING BRACKETS ¢ DOWNSPOUTS, COORD. W/ CISTERNS. SEE DETAILS 44. ROOF DRAIN W/ BASKET, COORD. DOWNSPOUTS TO CISTERNS AS REQ'D, SEE MECH. PLAN 45. LIGHT FIXTURE, SEE MECHANICAL PLANS 4 COORD. W/ OWNERS FINAL FIXTURE SELECTION 42. ARCHITECT'S OR ENGINEER'S SEAL: ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE USED OR DISCLOSED WITH- OUT PRIOR CONSENT OF THE ARCHITECT. @©BAREFOOT DESIGN GROUP, LLC 2023 Islands irgin P.oc. box 1772 mongoose junction st. john usvi O0OO831 (340) 693-7665 Barefoot Design Group, LLC ‘Tihe Animal Care Cente Parcel 14 Rem. Estate Carolina, St John, United States V DISTRIBUTION: 3 8/16/23 | Major CZM Permit 2 12/3/13 CZM/Driveway Set i} I/a/1a Owner's Review NO. DATE ITEM DRAWING TITLE: SECOND LEVEL + ROOF FLOOR PLAN SHEET # ARCHITECT'S OR ENGINEER'S SEAL: KEY NOTES: COORDINATE NEW DRIVEWAY WORK W/ EXISTING ROAD ¢ UTILITIES AS REQR'D. 2. CONC. SLAB ON GRADE DRIVEWAY OR TERRACE W/ BROOM FINISH. PROVIDE BRICK CONTROL JOINTS AT 10' MAX. INTERVALS 3. STRUCTURAL CONC. SLAB W/ WWF AND REBAR AS NOTED, SEE DETAILS ¢ FINISH SCHEDULE 4. CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS FOR SIZE ¢ REINFORCEMENT DETAILS 5. CONTINUOUS CONC. BEAM W/ REBAR AS NOTED, SEE STRUCTURAL DETAILS PLANS FOR REBAR) APPEARING HEREIN CONSTITUTE ORIGINAL A. 342" METAL STUD WALL W/ CONC. BOARD é AND UNPUBLISHED WORK OF THE ARCHITECT PTD. PLASTER FINISH TO MATCH CONC. é AUN PRIOR CONSENT GRIME AnOaTGOT MASONRY WALLS C. STONE VENEER ON STEEL COLUMN D. 'ISLAND STONE' WALL, SEE DETAILS/ WIDTH 1. EXTENT OF ARCH, BEAM, CEILING, OR OTHER ELEMENTS ABOVE OR BELOW 8 EXTENT OF SIDEWALK OR CONTINUOUS STEP. SEE STRUCTURAL DETAILS FOR MATERIAL TYPE ¢ REINFORCEMENT DETAILS 9. EXTENT OF FINISH GRADE ¢ NEW SITE CONTOURS, SEE SITE PLAN ¢ BLDG. ELEVATIONS 10. EXISTING GRADE, VERIFY IN FIELD I. "THORO-SEAL" CISTERN SEALER W/ CONC. COVE BASE ON ALL CISTERN WALLS AND SLAB, TYP. 12, 4'6 PYC CISTERN OVERFLOWS, SEE PLANS, COORD. W/ INFLOWS ¢ DRAIN AWAT FROM FOOTINGS TO DAYLIGHT (i 13. 24"%24" CISTERN HATCH. FINISH TO MATCH SURROUNDING MATERIALS. SEE STRUCTURAL \A21/) PLANS FOR LOCATION 4 DETAILS 14. COLORED POOL PLASTER W/ COVE BASE ON CONC. WALLS ¢ SLAB, COORD. COLOR W/ OWNER oe - Ib. POOL SKIMMERS AND JETS TO BE COORD. W/ eae mI POOL RECIRCULATION SYSTEM ¢ PLUMBER 16. PREFABRICATED POOL OVERFLOW TANK PLACED UNDER SPA ¢ PLANTER DURING CONSTRUCTION, COORD. W/ PLUMBER Islands irgin 18 '-1d" 34'-s" S| ES ee er 1. PRE-MANUFACTURED WINDOW OR DOOR. SEE — — SS : SCHEDULE FOR TYPE, SIZE ¢ DETAILS 18. CUSTOM METAL ENTRY GATE, SEE DOOR SCHEDULE FOR DETAILS PAINTED PT WOOD TRELLIS, SEE STRUCTURAL 24 iil CAT PLAY : 20. CABINETRY (COORD. W/ OUNER): & - b A W-o" . A. WOOD DOORS W/ PLAS. LAM. INTERIORS ¢ NS a ll AREA [| CONCRETE OR STONE COUNTER TOPS —— — B. OPEN WOOD SHELVING, SEE INTERIOR ELEV'S. rT a FOR FURTHER DETAILS 2 | eee TES C. BUILT-IN CABINETRY OR FURNITURE, COORD. — ; W/ INTERIOR ELEVATIONS ¢ MANUFACTURER TO PROVIDE SHOP DRAWINGS, TYP. : 21. PTD WOOD OR METAL HAND RAIL MOUNTED TO < r | FLOOR OR WALL @ 36" AFF PER CODE, SEE ™~ < E PLANS FOR LOCATIONS ¢ ELEV.'S FOR PROFILE oN L : 22. LP GAS TANK STORAGE AREA, COORD. GAS LINE L : ; re TO BBQ GRILLS ¢ RANGE !) HHI l) WWI | | ELIE23"4e" 23. EQUIPMENT: l) WWI WHT EY v iG@L @ ae u@-.G Nd TOS. | | EL=23'-6" | 5'-6" | | A. HOUSE PUMP B. HOUSE PRESSURE TANK [| C. HOUSE FILTER SYSTEM |__| D. HOT WATER HEATER, COORD. W/ SOLAR HW ° PANEL ON ROOF E. POOL PUMP F. POOL FILTERS G. POOL AUTO-PILOT SYSTEM H. GENERATOR ¢ TRANSFER SWITCHES, SEE MECH. J. A/C CONDENSER 24. APPLIANCES AND ACCESSORIES A. 48" GAS RANGE, EXHAUST HOOD, $6 B. BUILT-IN ELEC. OVEN 4 MICROWAVE OVEN, $9 | C. UNDERMOUNT SINK W/ FITTINGS D. 48" SIDE-BY-SIDE REFRIGERATOR, $8 LIVING E. 24" BUILT-IN DISHWASHER, $6 —_——— F. LAUNDRY SINK 11 G. FULL-SIZE SIDE BY SIDE WASHER AND DRYER H. UNDERCOUNTER FRIDGE, $$ : AR J. UNDERCOUNTER ICE MAKER, $8 | 48'-4" 13'-m" 29'-4" 32'-8" CAT T = EXAM 30" RANGE ——1 SHELVING ° a “ 25. SHOWER HEAD @ T'-@" AFF. SEE MECH. PLANS ¢ ____Tfl l : : b | COORDINATE VALVE STYLE W/ OWNER 26. SUPPLY IRRIGATION FROM WASTEWATER TREATMENT TO PLANTER OR PLANTING AREA, COORD. W/ LANDSCAPER 27. "PICKLED" Ixé TéG RED CYPRESS CEILING ON 2x FURRING OR IN ROOF STRUCTURE, SEE DETAILS 28. BUILT-IN BBQ GRILL ENCLOSURE, COORD. SIZE 4 W/ FINAL GRILL SELECTION (18) CAT KENNEL He) = — = SS = = a ee ESS ESS * 23. PARTIAL HEIGHT CMU OR CONC. WALL W/ PTD. % HB PLASTER OR TILE, COORD. FINISH W/ OWNER | | 30. CAST-IN-PLACE CONCRETE COLUMNS, SEE DETAILS FOR CONSTRUCTION : DINING | 3'-o" 3). CAST-IN-PLACE CONCRETE EDGE DETAIL, TYP. SEE DETAILS FOR PROFILE. PORCH 32. PREFABRICATED DROP-IN SPA IN STONE SURROUND, COORDINATE ACCESS PANELS IN SIDE OF STONEWORK FOR MECHANICAL ¢ OPENING SIZE W/ ACTUAL SPA AS SELECTED 33. WATERFALL BUILT INTO STONE SPA SURROUND, COORD. ON/OFF VALVE W/ POOL JETS 3'-O" Barefoot Design Group, LLC So Ra 15! ‘Thihe Animal Care Cente -1" 34. PAINTED OR COLORED PLASTER TO CONSIST OF ONE SCRATCH COAT ONE BROWN COAT 3'-10" 21'-o" 3'-1D" ONE FINISH COAT W/ TEXTURE TO BE Parcel 14 Rem. Estate Carolina, St John, United States V 3'-o" P.oc. box 1772 mongoose junction st. john usvi O0OO831 (340) 693-7665 DETERMINED BY ARCHITECT ¢ OWNER. 5'-2" 13'-1D" 34'-38" 5'-3" yi-1" 35. CERAMIC OR STONE TILE ON CONC. SLAB ¢ ‘ WALLS, COORD. COLOR ¢ PATTERN W/ OWNER DISTRIBUTION: 36. CLOSET SHELF 4 ROD, COORD. W/ OWNER ORGANIZER SYSTEM, LAYOUT, ¢ OPTIONS 31. FLOOR DRAIN W/ STRAINER SET FLUSH W/ FINISH FLOOR. SEE MECH. PLANS FOR DETAILS 3 8/16/23 | Major CZM Permit 38. PRECAST CONCRETE STEPPING STONES 2 12/3/19 | CZM/Driveway Set i} I/3/18 Ouner's Review 39. WALL SAFE BOLTED IN EACH BEDROOM CLOSET, NO. DATE ITEM COORD. MANUFACTURER 4 TYPE W/ OWNER 492. TERRA-COTTA OR CONCRETE TILE ROOF, SEE DETAILS FOR CONSTRUCTION 4|. SOLAR PY OR SOLAR HOT WATER HEATER PANEL, SEE MECHANICAL PLANS 42. POOL COPING TILE, COORDINATE SELECTION W/ UPPER LEVEL OWNER 43. PTD PT FASCIA W/ PRE-FORMED PYC GUTTER, FLOOR PLAN MATCHING BRACKETS ¢ DOWNSPOUTS, COORD. W/ CISTERNS. SEE DETAILS 44. ROOF DRAIN W/ BASKET, COORD. DOWNSPOUTS DRAWING TITLE: TO CISTERNS AS REQ'D, SEE MECH. PLAN 45. LIGHT FIXTURE, SEE MECHANICAL PLANS 4 fin UPPER LEVEL FLOOR PLAN COORD. W/ OWNERS FINAL FIXTURE SELECTION QD QD | 4 3 SCALE: 3B/I6"' = |'-@"' SHEET # /7\ ROOF PLAN TOS. EL=23'-6" TOS. EL =32'-6" & TOS. EL =33'-6" 3'-o" ay SCALE: 3/l6" = |'-@" KEY NOTES: COORDINATE NEW DRIVEWAY WORK W/ EXISTING ROAD ¢ UTILITIES AS REQR'D. 2. CONC. SLAB ON GRADE DRIVEWAY OR TERRACE W/ BROOM FINISH. PROVIDE BRICK CONTROL JOINTS AT 10' MAX. INTERVALS 3. STRUCTURAL CONC. SLAB W/ WWF AND REBAR AS NOTED, SEE DETAILS ¢ FINISH SCHEDULE 4. CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS FOR SIZE ¢ REINFORCEMENT DETAILS 5. CONTINUOUS CONC. BEAM W/ REBAR AS NOTED, SEE STRUCTURAL DETAILS @. WALL CONSTRUCTION: (SEE DETAILS ¢ STRUCT. PLANS FOR REBAR) A. 3%" METAL STUD WALL W/ CONC. BOARD 4 PTD. PLASTER FINISH TO MATCH CONC. é MASONRY WALLS B. 8" CONC. OR CMU WALL, SEE DETAILS C. STONE VENEER ON STEEL COLUMN D. 'ISLAND STONE' WALL, SEE DETAILS/ WIDTH 1. EXTENT OF ARCH, BEAM, CEILING, OR OTHER ELEMENTS ABOVE OR BELOW 8 EXTENT OF SIDEWALK OR CONTINUOUS STEP. SEE STRUCTURAL DETAILS FOR MATERIAL TYPE ¢ REINFORCEMENT DETAILS 9. EXTENT OF FINISH GRADE ¢ NEW SITE CONTOURS, SEE SITE PLAN ¢ BLDG. ELEVATIONS 10. EXISTING GRADE, VERIFY IN FIELD I. "THORO-SEAL" CISTERN SEALER W/ CONC. COVE BASE ON ALL CISTERN WALLS AND SLAB, TYP. 2. 4'6 PVC CISTERN OVERFLOWS, SEE PLANS, COORD. W/ INFLOWS ¢ DRAIN AWAT FROM FOOTINGS TO DAYLIGHT 13. 24"x24" CISTERN HATCH. FINISH TO MATCH SURROUNDING MATERIALS. SEE STRUCTURAL PLANS FOR LOCATION ¢ DETAILS 14. COLORED POOL PLASTER W/ COVE BASE ON CONC. WALLS ¢ SLAB, COORD. COLOR W/ OWNER 15. POOL SKIMMERS AND JETS TO BE COORD. W/ POOL RECIRCULATION SYSTEM ¢ PLUMBER 16. PREFABRICATED POOL OVERFLOW TANK PLACED UNDER SPA ¢ PLANTER DURING CONSTRUCTION, COORD. W/ PLUMBER 1. PRE-MANUFACTURED WINDOW OR DOOR. SEE SCHEDULE FOR TYPE, SIZE 4 DETAILS 18. CUSTOM METAL ENTRY GATE, SEE DOOR SCHEDULE FOR DETAILS I9. PAINTED PT WOOD TRELLIS, SEE STRUCTURAL 20. CABINETRY (COORD. W/ OWNER): A. WOOD DOORS W/ PLAS. LAM. INTERIORS ¢ CONCRETE OR STONE COUNTER TOPS B. OPEN WOOD SHELVING, SEE INTERIOR ELEV'S. FOR FURTHER DETAILS C. BUILT-IN CABINETRY OR FURNITURE, COORD. W/ INTERIOR ELEVATIONS ¢ MANUFACTURER TO PROVIDE SHOP DRAWINGS, TYP. 21. PTD WOOD OR METAL HAND RAIL MOUNTED TO FLOOR OR WALL @ 36" AFF PER CODE, SEE PLANS FOR LOCATIONS 4 ELEV.'S FOR PROFILE 22. LP GAS TANK STORAGE AREA, COORD. GAS LINE TO BBQ GRILLS ¢ RANGE 23. EQUIPMENT: A. HOUSE PUMP B. HOUSE PRESSURE TANK C. HOUSE FILTER SYSTEM D. HOT WATER HEATER, COORD. W/ SOLAR HW PANEL ON ROOF E. POOL PUMP F. POOL FILTERS G. POOL AUTO-PILOT SYSTEM H. GENERATOR 4 TRANSFER SWITCHES, SEE MECH. J. A/C CONDENSER 24. APPLIANCES AND ACCESSORIES A. 48" GAS RANGE, EXHAUST HOOD, SS B. BUILT-IN ELEC. OVEN ¢ MICROWAVE OVEN, SS C. UNDERMOUNT SINK W/ FITTINGS D. 48" SIDE-BY-SIDE REFRIGERATOR, SS E. 24" BUILT-IN DISHWASHER, SS F. LAUNDRY SINK G. FULL-SIZE SIDE BY SIDE WASHER AND DRYER H. UNDERCOUNTER FRIDGE, SS J. UNDERCOUNTER ICE MAKER, SS 25. SHOWER HEAD @ T'-@" AFF. SEE MECH. PLANS ¢ COORDINATE VALVE STYLE W/ OWNER 26. SUPPLY IRRIGATION FROM WASTEWATER TREATMENT TO PLANTER OR PLANTING AREA, COORD. W/ LANDSCAPER 27. "PICKLED" Ixé TéG RED CYPRESS CEILING ON 2x FURRING OR IN ROOF STRUCTURE, SEE DETAILS 28. BUILT-IN BBQ GRILL ENCLOSURE, COORD. SIZE W/ FINAL GRILL SELECTION 29. PARTIAL HEIGHT CMU OR CONC. WALL W/ PTD. PLASTER OR TILE, COORD. FINISH W/ OWNER 32. CAST-IN-PLACE CONCRETE COLUMNS, SEE DETAILS FOR CONSTRUCTION 3). CAST-IN-PLACE CONCRETE EDGE DETAIL, TYP. SEE DETAILS FOR PROFILE. 32. PREFABRICATED DROP-IN SPA IN STONE SURROUND, COORDINATE ACCESS PANELS IN SIDE OF STONEWORK FOR MECHANICAL ¢ OPENING SIZE W/ ACTUAL SPA AS SELECTED 33. WATERFALL BUILT INTO STONE SPA SURROUND, COORD. ON/OFF VALVE W/ POOL JETS 34. PAINTED OR COLORED PLASTER TO CONSIST OF ONE SCRATCH COAT ONE BROWN COAT ONE FINISH COAT W/ TEXTURE TO BE DETERMINED BY ARCHITECT 4 OWNER. 35. CERAMIC OR STONE TILE ON CONC. SLAB ¢ WALLS, COORD. COLOR ¢ PATTERN W/ OWNER 36. CLOSET SHELF 4 ROD, COORD. W/ OWNER ORGANIZER SYSTEM, LAYOUT, ¢ OPTIONS 31. FLOOR DRAIN W/ STRAINER SET FLUSH W/ FINISH FLOOR. SEE MECH. PLANS FOR DETAILS 38. PRECAST CONCRETE STEPPING STONES 39. WALL SAFE BOLTED IN EACH BEDROOM CLOSET, COORD. MANUFACTURER 4 TYPE W/ OWNER 42. TERRA-COTTA OR CONCRETE TILE ROOF, SEE DETAILS FOR CONSTRUCTION 4|. SOLAR PY OR SOLAR HOT WATER HEATER PANEL, SEE MECHANICAL PLANS 42. POOL COPING TILE, COORDINATE SELECTION W/ OWNER 43. PTD PT FASCIA W/ PRE-FORMED PYC GUTTER, MATCHING BRACKETS 4 DOWNSPOUTS, COORD. W/ CISTERNS. SEE DETAILS 44. ROOF DRAIN W/ BASKET, COORD. DOWNSPOUTS TO CISTERNS AS REQ'D, SEE MECH. PLAN 45. LIGHT FIXTURE, SEE MECHANICAL PLANS 4 COORD. W/ OWNERS FINAL FIXTURE SELECTION ARCHITECT'S OR ENGINEER'S SEAL: ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE USED OR DISCLOSED WITH- OUT PRIOR CONSENT OF THE ARCHITECT. @©BAREFOOT DESIGN GROUP, LLC 2023 ‘Tihe Animal Care Cente Islands irgin Parcel 14 Rem. Estate Carolina, St John, United States V Barefoot Design Group, LLC PpP.c. box 1772 mongoose junction st. john usvi 0OO8S831 (340) 693-7665 DISTRIBUTION: 3 8/16/23 | Major CZM Permit 2 12/3/13 CZM/Driveway Set i} I/a/1a Owner's Review NO. DATE ITEM DRAWING TITLE: ROOF PLAN SHEET # Bind Mind ! HLA —TOP-OF SLAB, t-@- APARTMENT ROG PSS SSS SSS SSS Pes oA NEMAL--CARE CENTER vi wt FE WU boo - nnn -----------] x i ! eas | eee | ! DOG PLAY a1 L I> L& Ly | es SS YA +f a = = {iss ii aan ell ee TT) Ll A a a —___) TOP OF SLAB, t—+@ SECOND FLOOR EL = 23-6" TOP OF SLAB, —-@ GROUND LEVEL EL = 13'-6" PPER LOBBY || CAT ISO | V4 \ 4 \ I \ \ HIN HIN | Va \X i I] | LAN TIL L | os a a ARCHITECT'S OR ENGINEER'S SEAL: ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE USED OR DISCLOSED WITH- OUT PRIOR CONSENT OF THE ARCHITECT. @©BAREFOOT DESIGN GROUP, LLC 2023 (4 NORTHWEST EXTERIOR ELEVATION NEF co 3 SCALE: 3/l6" = |'-@"' TOP OF SLAB, APARTMENT ROOF -@p—4— — — — — — — — — — ~~ ~~~ ~~ © © © © © © © EL = 32-6" TOP OF SLAB, ROOF go x EL = 33'-6" Q a 8 TOP OF SLAB, SECOND FLOOR ———— EL = 23'-6" g TOP OF SLAB, GROUND LEVEL 2s EL = 13'-6" oa wn. Ja % | ee la pa eo oO. Zn Som TOP OF SLAB, CISTERN LEVEL oo EL = 8'-0" Q |' SCALE: 3/I6" = |'-@" S TOP OF SLAB, KENNEL ROOF EL= 23-6" a (3 \ SOUTHEAST EXTERIOR ELEVATION 2 TOP OF SLAB, - ROOF von TOP OF SLAB, t—@ SECOND FLOOR EL = 23'-6" }E “NERY S| / Zz L i il by} oss eee | ll nenee | HS KS ae KS I= 1 l hare | le ee ee ar aT TTS SS SS “---- [PS Te ee ree aa == Pee eS = —_ | se — = | | lof yd ol I iI il iI il ll i! ll i! ll L 4 if I ee ee 1H sl tt WIT Wt Tn iI | ee — ————— n Te |] lee | | -—4 || | -—4 || | -—4 || N TOP OF 6LAB, —4#e Same moy pie dt ds ane | eee . GROUND LEVEL TO r , FL = Bre PARKING St Tr ee ee te Bogie en | 2 QD |' 4' 3! SCALE: 3/l6"' = |'-O" TOP OF SLAB, fag LO a ane ae eee ieee 8 CAT KENNELS oo TOP OF SLAB, a a es Ses ee eee oe ae Spo SDSS SSS sss (= ee rs | || | || | mo | rT | || | || Ee: x TT MT | || | || —_ \ au : | | | | | \ / l 5 Ho Ip 8 ENTRY | ihe | I | N \K DOG KE 7 . CLASSROOM MECH at ARF || St | | / / ml iS | = | ig | | | Soon ~~ 1 eee | | =~ al | Sa 2 | || TT || 7 1 I 1 I I i | | i | SS el | | | N | || Hl Tn Ht oA i! Myo | Lee a | || \ | | | Wl ty Whe ty | | ae L = TOP OF SLAB. | | | | || || | eee ee ee EST | GROUND LEVEL —4 —<—<———— ————— a ——LI1 a Ll — — a Nt a) et lM ..——— eee a eee EL = |3'-6" SO — | Fc | ee ee Ll = | Fee eee eee [ : | eae ree aeeett =e | P ropes fc eT | | | | CISTERN | CISTERN LEVEL 9 —3—— — — em =O J ------ x b----------—----------4 EL = 8-0" (eimai HE aieeiatantententantententatenentaaentenaa Low Lov = (1\NORTHEAST EXTERIOR ELEVATION Islands irgin PpP.c. box 1772 mongoose junction st. john usvi 0OO8S831 (340) 693-7665 Barefoot Design Group, LLC ‘The Animal Care Center Parcel 14 Rem. Estate Carolina, St John, United States V DISTRIBUTION: 3 8/16/23 | Major CZM Permit 2 12/3/13 CZM/Driveway Set i} I/a/1a Owner's Review NO. DATE TEM DRAWING TITLE: ELEVATIONS 2. Q |' 4' S' SCALE: 3/l6"' = |'-O"' /D\ SECTION TOP OF SLAB, ROOF 4 EL = 33'-6" TOP OF SLAB, SECOND FLOOR EL = 23'-6" TOP OF SLAB, GROUND LEVEL—@y EL = [3'-6" Id'- ID'- fot Bag Se tee ge fe Da ete UAT 1 LOBEIr ( EXAM CAT KENNEL : MAIN OFFIC TOP OF SLAB, CISTERN LEVEL—-@ EL = 8'-9" KEY NOTES: COORDINATE NEW DRIVEWAY WORK W/ EXISTING ARCHITECT'S OR ENGINEER'S SEAL: ROAD ¢ UTILITIES AS REQR'D. CONC. SLAB ON GRADE DRIVEWAY OR TERRACE W/ BROOM FINISH. PROVIDE BRICK CONTROL JOINTS AT 10' MAX. INTERVALS STRUCTURAL CONC. SLAB W/ WWF AND REBAR AS NOTED, SEE DETAILS ¢ FINISH SCHEDULE CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS FOR SIZE ¢ REINFORCEMENT DETAILS CONTINUOUS CONC. BEAM W/ REBAR AS NOTED, SEE STRUCTURAL DETAILS WALL CONSTRUCTION: (SEE DETAILS ¢ STRUCT. PLANS FOR REBAR) A. 3%" METAL STUD WALL W/ CONC. BOARD 4 PTD. PLASTER FINISH TO MATCH CONC. é MASONRY WALLS B. 8" CONC. OR CMU WALL, SEE DETAILS ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE USED OR DISCLOSED WITH- OUT PRIOR CONSENT OF THE ARCHITECT. @©BAREFOOT DESIGN GROUP, LLC 2023 3) @ SCALE: 3/16" = |'-O"' TOP OF SLAB, ROOF o> EL = 33'-6" TOP OF SLAB, SECOND FLOOR > EL = 23'-6" Id'- LIVING Id'- Tog Eee ENTRY ENTRY | Z |. Q |. Q mT OOD/MED PTORAGE DOG KENNELS /TS SECTION @ Sy SCALE: 3/l6" = C. STONE VENEER ON STEEL COLUMN D. 'ISLAND STONE' WALL, SEE DETAILS/ WIDTH 1. EXTENT OF ARCH, BEAM, CEILING, OR OTHER ELEMENTS ABOVE OR BELOW 8 EXTENT OF SIDEWALK OR CONTINUOUS STEP. SEE STRUCTURAL DETAILS FOR MATERIAL TYPE ¢ REINFORCEMENT DETAILS 9. EXTENT OF FINISH GRADE ¢ NEW SITE CONTOURS, SEE SITE PLAN ¢ BLDG. ELEVATIONS 10. EXISTING GRADE, VERIFY IN FIELD I. "THORO-SEAL" CISTERN SEALER W/ CONC. COVE BASE ON ALL CISTERN WALLS AND SLAB, TYP. 2. 4'6 PVC CISTERN OVERFLOWS, SEE PLANS, COORD. W/ INFLOWS ¢ DRAIN AWAT FROM FOOTINGS TO DAYLIGHT 13. 24"x24" CISTERN HATCH. FINISH TO MATCH SURROUNDING MATERIALS. SEE STRUCTURAL PLANS FOR LOCATION ¢ DETAILS 14. COLORED POOL PLASTER W/ COVE BASE ON CONC. WALLS ¢ SLAB, COORD. COLOR W/ OWNER 15. POOL SKIMMERS AND JETS TO BE COORD. W/ POOL RECIRCULATION SYSTEM ¢ PLUMBER 16. PREFABRICATED POOL OVERFLOW TANK PLACED UNDER SPA ¢ PLANTER DURING CONSTRUCTION, COORD. W/ PLUMBER 1. PRE-MANUFACTURED WINDOW OR DOOR. SEE SCHEDULE FOR TYPE, SIZE 4 DETAILS 18. CUSTOM METAL ENTRY GATE, SEE DOOR SCHEDULE FOR DETAILS I9. PAINTED PT WOOD TRELLIS, SEE STRUCTURAL 20. CABINETRY (COORD. W/ OWNER): A. WOOD DOORS W/ PLAS. LAM. INTERIORS ¢ CONCRETE OR STONE COUNTER TOPS B. OPEN WOOD SHELVING, SEE INTERIOR ELEV'S. FOR FURTHER DETAILS C. BUILT-IN CABINETRY OR FURNITURE, COORD. W/ INTERIOR ELEVATIONS ¢ MANUFACTURER TO PROVIDE SHOP DRAWINGS, TYP. 21. PTD WOOD OR METAL HAND RAIL MOUNTED TO FLOOR OR WALL @ 36" AFF PER CODE, SEE PLANS FOR LOCATIONS 4 ELEV.'S FOR PROFILE 22. LP GAS TANK STORAGE AREA, COORD. GAS LINE TO BBQ GRILLS ¢ RANGE 23. EQUIPMENT: A. HOUSE PUMP B. HOUSE PRESSURE TANK C. HOUSE FILTER SYSTEM D. HOT WATER HEATER, COORD. W/ SOLAR HW PANEL ON ROOF E. POOL PUMP F. POOL FILTERS G. POOL AUTO-PILOT SYSTEM H. GENERATOR 4 TRANSFER SWITCHES, SEE MECH. J. A/C CONDENSER 24. APPLIANCES AND ACCESSORIES A. 48" GAS RANGE, EXHAUST HOOD, SS B. BUILT-IN ELEC. OVEN ¢ MICROWAVE OVEN, SS C. UNDERMOUNT SINK W/ FITTINGS D. 48" SIDE-BY-SIDE REFRIGERATOR, SS E. 24" BUILT-IN DISHWASHER, SS F. LAUNDRY SINK G. FULL-SIZE SIDE BY SIDE WASHER AND DRYER H. UNDERCOUNTER FRIDGE, SS J. UNDERCOUNTER ICE MAKER, SS 25. SHOWER HEAD @ T'-@" AFF. SEE MECH. PLANS ¢ COORDINATE VALVE STYLE W/ OWNER 26. SUPPLY IRRIGATION FROM WASTEWATER TREATMENT TO PLANTER OR PLANTING AREA, COORD. W/ LANDSCAPER 27. "PICKLED" Ixé TéG RED CYPRESS CEILING ON 2x FURRING OR IN ROOF STRUCTURE, SEE DETAILS 28. BUILT-IN BBQ GRILL ENCLOSURE, COORD. SIZE W/ FINAL GRILL SELECTION 29. PARTIAL HEIGHT CMU OR CONC. WALL W/ PTD. PLASTER OR TILE, COORD. FINISH W/ OWNER 32. CAST-IN-PLACE CONCRETE COLUMNS, SEE DETAILS FOR CONSTRUCTION 3). CAST-IN-PLACE CONCRETE EDGE DETAIL, TYP. SEE DETAILS FOR PROFILE. 32. PREFABRICATED DROP-IN SPA IN STONE SURROUND, COORDINATE ACCESS PANELS IN SIDE OF STONEWORK FOR MECHANICAL ¢ OPENING SIZE W/ ACTUAL SPA AS SELECTED 33. WATERFALL BUILT INTO STONE SPA SURROUND, COORD. ON/OFF VALVE W/ POOL JETS 34. PAINTED OR COLORED PLASTER TO CONSIST OF ONE SCRATCH COAT ONE BROWN COAT ONE FINISH COAT W/ TEXTURE TO BE DETERMINED Br ARCHITECT ¢ OWNER. 35. CERAMIC OR STONE TILE ON CONC. SLAB ¢ WALLS, COORD. COLOR ¢ PATTERN W/ OWNER 36. CLOSET SHELF 4 ROD, COORD. W/ OWNER ORGANIZER SYSTEM, LAYOUT, ¢ OPTIONS 31. FLOOR DRAIN W/ STRAINER SET FLUSH W/ FINISH FLOOR. SEE MECH. PLANS FOR DETAILS 38. PRECAST CONCRETE STEPPING STONES 39. WALL SAFE BOLTED IN EACH BEDROOM CLOSET, COORD. MANUFACTURER 4 TYPE W/ OWNER 42. TERRA-COTTA OR CONCRETE TILE ROOF, SEE DETAILS FOR CONSTRUCTION 4|. SOLAR PY OR SOLAR HOT WATER HEATER PANEL, SEE MECHANICAL PLANS 42. POOL COPING TILE, COORDINATE SELECTION W/ OWNER 43. PTD PT FASCIA W/ PRE-FORMED PYC GUTTER, MATCHING BRACKETS ¢ DOWNSPOUTS, COORD. W/ CISTERNS. SEE DETAILS 44. ROOF DRAIN W/ BASKET, COORD. DOWNSPOUTS TO CISTERNS AS REQ'D, SEE MECH. PLAN 45. LIGHT FIXTURE, SEE MECHANICAL PLANS 4 COORD. W/ OWNERS FINAL FIXTURE SELECTION ‘Tihe Animal Care Cente Islands Parcel 14 Rem. Estate Carolina, St John, United States V irgin Barefoot Design Group, LLC P.oc. box 1772 mongoose junction st. john usvi O0OO831 (340) 693-7665 DISTRIBUTION: 3 8/16/23 | Major CZM Permit 2 12/3/13 CZM/Driveway Set i} I/a/1a Owner's Review NO. DATE ITEM DRAWING TITLE: SECTIONS SHEET # A2.1