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DR. GALV FRENCH DOOR GALVANIZED RADN RADIATOR, RADIATION APPL APPROX ARCH APPLIQUE APPROXIMATE ARCHITECTURAL) GA GC GL GAUGE GENERAL CONTRACTOR GLASS, GLAZING REOD RV5 RH REQUIRED REVERSE RIGHT HAND AT GYP BD GYPSUM BOARD M RIS R R AWI AWPI AMER. WOODWORK INSTITUTE AMER. NO. PRESERVERS INSTITUTE GB GRAB BAR RO ROUGH OPENING BM BEAM HB HOSE BIB BLK BLKG BLOCK BLOCKING AD W HOOD HARDWARE HARDWOOD SCHD SCHEDULE BD BE BOARD BOTH FACES HTG WVAC HEATING HEATING/VENTILATING/AIR SEAL 5EC SEALANT SECTION 50T BLDG BOTTOM BUILDING HTT,HGT CONDITIONING HEIIG�HpTW SERV SAM SERVICE SHEET B/O BOTTOM OF85 BODY SPRAY HER A �q HA D 5VHOWERL H SO S1MME SHEATH FG IN INCH SL SC SLIDING SOLID CORE CAB CPT CABINET CARPET IN ID INCLUDE INSIDE DIAMETER 5 SPEC SOUTH SPECIFICATION CI CK CAST IRON CAULK INSUL INS INSULATION INTERIOR SO SF SO ARE SQUARE FOOT CLG CH CEILING CEILING HEIGHT JT JOINT SSTL STD STAINLESS STEEL STANDARD GEM G-C CEMENT CENTER TO CENTER JB JUNCTION BOX STL STR STEEL STRUCTURAL �L CENTERLINE KO KNOCK OUT SUS SUSPENDED CER CT C CERAMIC CERAMIC TILE CHANNEL LB LAV LABEL LAVATORY SY STM SWITCH SYMMETRICAL CLR CL CLEAR CLOSET # LH POUND LEFT HAND TEL TELEPHONE CJT CONTROL JOINT LTG LIGHTING TEMP TEMPERED COL COMB COLUMN COMBINATION LW LIGHT WEIGHT TFG TEMPERED FIXED GLASS CONC CONCRETE MFGR MANUFACTURER THK T4G THICK TONGUE 3 GROOVE CMU CONCRETE MASONRY UNIT CONSTRUCTION MAS MASONRY T4B TOP t BOT iCN'1 CON CON JT CONSTRUCTION JOINT MO MAT MASONRY OPENING MATERIAL T/O TC TOP OF TOP OF CURE CONY CONTINUOUS CONTRACTOR 11" MAXIMUM TW TOP OF WALL CON CLL CONTRACT LIMIT LINE MECH MEMS MECHANICAL MEMBRANE TR Ty 4Yry1CXLIRITERS LABORATORIES CFL CT5K COUNTERFLASHING COUNTERSINK MTL MEZZ METAL MEZZANINE TP TOILET PAPER HOLDER CR5 COURSE MWK MILLWORK UC UNDERCUT DS DOWN SPOUT MIN MSC MNIMUM MISCELLANEOUS UL UN F UNFINISHED DP DAMPER OOF ING MILL MULLION UTIL UTILITY DBL DTL DOUBLE DETAIL NOM NOMINAL U.S.P. UNDER SEPERATE PERMIT DIAG DA DIAGONAL DIAMETER N NIC NORTH NOT IN CONTRACT VB VAPOR BARRIER DI FF DIM DIFFUSER DIMENSION NT5 NO. - # NOT TO SCALE NUMBER VNR VENT VENEER VENTILATION do DR DITTO DOOR OC ON CENTER VERT VERTICAL ON D DOWN DRAIN OPG OPP OPENING OPPOSITE WE WE WALL FABRIC WATERPROOFING DWG DRAWING OD CA OUTSIDE DIAMETER OVERALL WT W WEIGHT WEST EA E EACH EAST OH OVERHEAD WI WIN WIDTH WIDE WINDOW EJ ELEC EXPANSION JOINT ELECTRICAL / ELECTRIC ENT PR PAINT PAIR W/ W/O WITH WITHOUT EL EMER ENG ELEVATION EMERGENCY ENGINEER PNL PTN PLAS PANEL PARTITION PLASTER HD WB WOOD WOOD BASE EO - - EQUIP EST EQUAL EQUIPMENT E571MATE(D) PLAMI PL PLTWD PLASTIC LAMINATE PLATE PLYWOOD EXIST EXISTING IT PRESSURE TREATED EXP EXT EXPANSION EXTERIOR FT FEET FIN FINISH CLIENT -JOSEPH It LAURA PEHOTA 527 ROLLING HILLS DRIVE FAIRFIELD, CT 06524 TELEPHONE: 203-q80-0213 DESIGNER OPUS HONES DESIGN t ENGINEERING 455 NE 5TH AVENUE SUITE D-332 DELRAY BEACH, FL 33483 TELEPHONE: 5G1-577-8786 MJMTRIGAL NOTES: 1. ALL FIXTURE AND OUTLET LOCATIONS SHALL BE VERIFIED AND COORDINATED WITH STRUCTURAL ELEMENTS 2. CONTRACTOR SHALL VERIFY W/ FP4L LOCATION OF SERVICE. LOCATE METER, DISCONNECT It PANEL ACCORDINGLY. 3. ALL ELECTRICAL WORK SHALL BE PREFORMED BASED ON THE ME,C, AND ALL APPLICABLE CODES 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES. 5. UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER WITH 'THW' INSULATION FOR SIZE #10 AND SMALLER. CONDUCTORS LARGER THAN #10 SHALL HAVE 'THW" INSULATION. ALL CONDUCTORS #10 AND SMALLER MAY BE SOLID, ALL CONDUCTORS #6 AND LARGER SHALL BE STANDARD. 6. ALL RECEPTACLES INSTALLED OUTDOORS SHALL HAVE GROUND FAULT CIRCUIT INTERRUPTER. 7, ALL CONVENIENCE OUTLETS TO BE OF GROUNDING TYPE. 8, SMOKE DETECTORS SHALL BE INSTALLED ON THE CEILING AT BOTTOM OF STAIRS AND AT THE TOP LANDINGS 9. SMOKE DETECTOR5 TO EE POWERED BY HOUSE ELECTRICAL SERVICE WITH BATTERY BACK-UP, VISIBLE 'POWER -ON' INDICATOR AND A TEST BUTTON. ALL SMOKE DETECTORS TO BE INTERCONNECTED AND MUST SIGNAL 51MULTANEOU5LY WITH TEMPORAL SOUND. 10. CONTRACTOR SHALL VERIFY WITH FP$L THE LOCATIONS OF SERVICE AND SHALL LOCATE METER AND PANEL ACCORDING!,Y. 11. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER'S SPECIFICATIONS, 12. PROVIDE G.F.I. OUTLETS IN GARAGE, AND LIGHTING FIXTURES WITHIN 5'-O' OF SWIMMING POOL EDGE. 13. ALL BRANCH CIRCUITS SHALL BE IN RACEWAY OR NON-METALLIC SHEATHED CABLE. 14, ALL CONDUCTORS SHALL BE COPPER, U.N.O, CONDUCTORS #8 AND SMALLER SHALL HAVE T.W. INSULATION: CONDUCTORS LARGER THAN #8 SHALL HAVE T.H.W. INSULATION. 15. INSTALL ELECTRICAL SWITCHES 48' A.F.F. UNLESS OTHERWISE NOTED. 16. ALL RECEPTACLES SHALL BE INSTALLED 12' A.F.F. UNLESS OTHERWISE NOTED. 17, CLOSET LIGHTING SHALL BE MIN, IB' CLEAR FROM EDGE OF SHELVE5. PLUMBING NOTES 1. SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2, WATER LINES SHALL BE COPPER (UNLESS NOTED OTHERWISE). 3. CONDENSE LINES SHALL BE 3/4' 0 PVC (SCHEDULE 40),INSULATED WITH I/2' AMAFLEX. 4. HOT WATER LINES INSULATED WITH I' AMAFLEX ABOVE. 5. PROVIDE AIR CHAMBER WITH ALL WATER SUPPLIES. 6. COPPER WATER LINES RUN UNDER SLAB SHALL BE PROTECTED BY MINIMUM OF 12' OF EARTH COVER, I' ARMAFLEX (HOT WATER GILT) AND SLEEVED TO 12' ABOVE SLAB. 7, PROVIDE CONDENSE DRIP PAN UNDERNEATH ELECTRIC WATER HEATERS. METAL PANS SHALL BE GALVANIZED AND RUSTPROOF. PROVIDE DRAIN LINE FROM DRIP PAN TO EXTERIOR OF BUILDING. 8. SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE MAXIMUM FLOW OF GALLONS PER MINUTE EACH, 9. HOSE BIBS TO BE PROVIDED WITH BACK FLOW PREVENTER. 10. ELECTRIC WATER HEATER 5NALL HAVE A STAND BY LOSS NOT TO EXCEED 40 WATTS PER SQUARE FOOT TO TANK SERVICE AREA . 11. PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL BE SELECTED. (SEE BUILDER TO VERIFY) 12. ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL BE PROVIDED BY POOL SUBCONTRACTOR AND SHALL BE PERMITTED SEPARATELY, SEE POOL SUBCONTRACTOR'S ENGINEERED SHOP DRAWING. PLUMBING CONTRACTOR SHALL PROVIDE (2) TWO COPIES OF THE 'AS -BUILT' PLUMBING RISER DIAGRAM TO THE ARCHITECT OF RECORD. 13. THE PLUMBING SUBCONTRACTOR SHALL PROVIDE A HOSE BIB AT THE POOL EQUIPMENT LOCATION (VERIFY LOCATION WITH OWNER) AND SHALL LOCATE A POOL -FILL LINE WITH A VACUUM BREAKER. PLUMBING SUBCONTRACTOR SHALL COORDINATE WITH POOL SUBCONTRACTOR AND SHALL ALSO PROVIDE A LINE, TIED DIRECTLY FROM THE 'FILL' LOCATION, UNDER POOL. DECK (SLEEVED IN PVC PIPE) INTO TILE BAND AREA O POOL AND COORDINATE SAME WITH SUBCONTRACTOR. 14. ALL CLEAN OUTS UP TO GRADE. 15. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS OR VALLEYS. 16. SIZE AND LOCATION OF CLEAN GUTS 5WALL CONFORM TO ALL LOCAL BUILDING CODE. 17. FIXTURE SUPPLY SIZES 544ALL CONFORM TO ALL LOCAL BUILDING CODE, 18. PLUMBER TO DIVERT ALL VEN75 TO REAR ELEVATION. STRUCTURAL TUMAY CONSULTING ENGINEERS INC. 3500 NN 2ND AVE #708, BOCA ARATON FL 33431 TELEPHONE: 5G1-3q1-G227 GENERAL NOTES: I. CONSTRUCTION SHALL FOLLOW 'F.B.C. 2020 7TH EDITION' AS ADOPTED BY THE COUNTY AND AS APPLICABLE TO THE AREA IN WHICH THE BUILDING 15 TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. 2. BUILDER SHOULD COORDINATE ALL THE WORK OF ALL THE TRADES, 3, BUILDER, SUBCONTRACTOR, SUPPLIER, ETC, SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ETC, PRIOR TO STARTING ANY WORK AND WITHIN SEVEN (7) CALENDAR DAYS OF BUILDER'5 RECEIPT OF THESE PLANS SHALL NOTIFY ARCHITECT OF RECORD (IN WRITING ONLY) OF ANY AND ALL DISCREPANCIES (WHETHER DISCREPANCIES ARE ERRORS OF COMMISSION OR OMISSION OR NOT). OTHERWISE ARCHITECT OF RECORD WILL NOT ASSUME ANY RESPONSIBILITY FOR ANT ERRORS, AND THE BUILDER, SUBCONTRACTOR, SUPPLIER, ETC. SHALL ASSUME FULL RESPONSIBILITY FOR ANY ERRORS AND CORRECT ERRORS AT THEIR OWN EXPENSE. 4, TO THE BEST OF MT KNOWLEDGE AND ABILITY THESE PLANS AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE, CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING GODE IN IT'S ENTIRELY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. 5. SITE WORK: FILL UNDER ALL SLABS SHALL BE CLEAN SAND AND SHALL BE COMPACTED TO A MINIMUM OF 952 AND A MAXIMUM DENSITY AS PER ASTM D-1557, CONTRACTOR SHALL VERIFY UNDER COMPACTION. ALLOWABLE SOIL BEARING PRESSURE 2500 P.S.F. MIN, 6. WOOD. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR -LARCH NO.2 OR BETTER. ALL LUMBER IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED. 5140P DRAWINGS AND DESIGN CALCULATIONS FOR ROOF TRUSSES BEARING THE SIGNATURE AND SEAL OF A FLORIDA REGISTERED ENGINEER SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. 7 ODORS AND WINDOWS: WINDOWS INDICATED WITH (E) MUST BE MANUFACTURED TO CONFORM WITH THE BUILDING CODE WITH RESPECT TO MINIMUM EMERGENCY EGRESS REQUIREMENTS. ALL SLIDING GLASS DOORS SHALL BE TEMPERED, ALL WINDO45 AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED, WINDOW UNITS SHALL DISPLAY LABELS COMPLIANCE WITH FLORIDA STATE MODEL CODE SECTION 502A WINDOW AND DOOR MANUFACTURERS SHALL ALSO COORDINATE WITH BUILDER FIELD VERIFY ALL OPENING SIZES PRIOR TO FABRICATION. e. THE ARCHITECT OF RECORD RESERVES, MAINTAINS AND RETAINS IT'S COMMON LAW COPYRIGHT RIGHTS AND ANY OTHER RIGHTS (EXPRESSED AND/IMPLIED) IN THESE PLANS, DESIGNS, IDEAS, SPEC I FICATION5, ETC. THESE PLANS, IDEAS, DESIGNS, ETC. ARE NOT TO BE REPRODUCED, COPIED, DUPLICATED, ETC. IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PER I55ION FROM THE ARCHITECT OF RECORD NOR ARE THET TO BE LOANED OR ASSIGNED TO ANY PERSONS, FIRMS, ASSOCIATIONS, CORPORATIONS, ETC, WITHOUT FIRST OBTAINING A WRITTEN PERMISSION FROM THE ARCHITECT OF RECORD, IN EACH AND EVERY INSTANCE. 9. ANY CHANGES, REVISIONS, ALTERATIONS, ETC. REQUIRED TO THESE PLANS, DRAWINGS, SPECIFICATIONS, ETC. 514ALL BE REQUESTED IN WRITING ONLY BY THE BUILDER OR BY THE OWNER TO THE ARCHITECT OF RECORD ANY CHANGES, REVISIONS, ALTERATIONS, DEVIATIONS, ETC, NOT MADE BY THE ARCHITECT OF RECORD (IN WRITING ONLY) WILL FULLY, UNCONDITIONALLY AND TOTALLY RELEASE THE ARCHITECT OF RECORD FROM ANY AND ALL RESPONSIBILITY, CLAIMS AGAINST THE ARCHITECT OF RECORD FOR CULPABILITY, ETC. FROM THE DATE SHOWN ON THE PLANS ORIGIN UNTIL THE END OF TIME. 10. BUILDER SHALL PROVIDE INSULATION AS PER ENERGY CALCULATIONS AND/OR PLAN SPECIFICATIONS. 11, ALL MATERIALS SHOWN OR CALLED FOR ON THESE DRAWINGS SHALL BE INSTALLED WITH MANUFACTURERS RECOMMEND AND SPECIFICATIONS. 12, APPROVED MANUF. SPECIFICATIONS SHALL TAKE PRECEDENCE OVER ANT DETAILS AND SPECIFICATIONS FOUND IN THESE PLANS, DEVIATIONS FROM THESE PLANS, SPECIFICATIONS AND NOTES MUST CONFORM TO LOCAL BUILDING CODE REQUIREMENTS. AND MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION 13, NO ONE SHALL A55UME ANY DIMENSION BY DIRECTLY SCALING CONSTRUCTION DOCUMENTS OR AN REPRODUCTIONS AND SAME, IF ANY ADDITIONAL DIMENSIONS ARE REQUIRED BY CONTRACTOR AND/OR RESIDENT, CONTACT THE ARCHITECT OF RECORD FOR VERIFICATION, OTHERWISE, THE ARCHITECT OFRECORD WILL NOT ASSUME ANY RESPONSIBILITY FOR ANY ERROR NOR WILL THEY CORRECT ANY ERROR AT THEIR EXPENSE 14. ALL WINDOWS USED AS EMERGENCY EGRESS OPENING TO COMPLY WITH F.B.C. 2020 7TH EDITION. I5. ALL SHOWER ENCLOSURES AND DOORS TO HAVE TEMPERED GLASS. 16. ALL SLIDING GLASS DOORS TO HAVE TEMPERED GLA55. 17. GLAZING CONTRACTOR SHALL INSTALL ALL GLASS IN ACCORDANCE WITH F.B.0 2020 7TH EDITION. IB. ALL EXTERIOR FIXED GLASS (EXCEPT AT WINDOWS) AND ALL INTERIOR FIXED GLASS SHALL HAVE TEMPERED GLASS. 19. ALL SHOWERS MUST BE EQUIPPED WITH ANTI -SCALE FAUCETS GENERAL ♦'LOOM PLAN NOTES: I. SEE FOUND. PLAN FOR SLAB STEPS 4 SLOPES 4 FOR COLUMNS,FILLED BLOCK CELLS, ETC, 2, VERIFY ALL MASONRY / WD. FRAME OPENING SIZES TO FIT DOORS 4 WINDOWS BEFORE CONSTRUCTION - NOTIFY ARCHITECT IF A CONFLICT EXISTS. 3. USE WATER-RESISTANT GYP. BOARD IN ALL BATHROOMS 4 OTHER WET AREAS, 4. PROVIDE WOOD BACKING BEHIND CABINETS, SHELVES, BATH ACCESSORIES, ETC, 5. ALL ATTIC SPACES AND SPACES ABOVE CEILING SHALL BE DIVIDED INTO HORIZONTAL AREAS NOT TO EXCEED 3,000 5,F. BY DRAFT STOPS, PROVIDE A 22'x36- (MIN) ATTIC ACCESS INTO EACH SPACE DIVIDED BY A DRAFT STOP. (SEE DTL SHEET) LANDSCAPE DAN CARTER LANDSCAPE ARCHITECT 74 NE 5TH AVENUE DELRAY BEACH, FL 33483 TELEPHONE: 561-272-9621 CIVIL ENGINEER ENVIRODESIGN ASSOCIATES INC. 295 NE 2ND AVENUE DELRAY BEACH, FL 33444 TELEPHONE: 5G1-274-6500 INDCX Or DIeAWINSO COVER SHEET SITE PLAN GROUND FLOOR PLAN BUILDING ELEVATIONS Vn�� PUS HOMES !- ENLARGED DETAILS COLOR RENDERINGS COLOR RENDERINGS -- �y [_] F-r I�1 oa / F w IL O D g P Y_ O eXi E DRAINAGE PLAN DRAINAGE DETAILS DRAINAGE NOTES SEPTIC PLAN SEPTIC NOTES AND DETAILS SITE POLLUTION MITIGATION PLAN LANDSCAPE PLAN IRRIGATION PLAN EXISTING TREE PLAN _ Town of Gulf Stm?qrn REVISIONS - SUBMITTALS: ARPB 09.30.22 SUBMISSION: PROJECT #: 21-1010 DESIGNER: RB DRAWN BY: RB/KR LAND SURVEYOR REVIEWIRS LANDTEC SURVEYING COVER 4B1 E. HILLSBORO BLVD. SHEET STE 100-A DEERFIELD BEACH, FL 33441 TELEPHONE: 5G1-367-3587 CVR RETAINING WALL. REFER TO CIVIL DRAWINGS 48'. HIGH ABOVE GRADE ALUMINUM FENCE TO COMPLY WITH POOL ENCLOSURE REQUIREMENTS POOL PUMP t GAS POOL HEATER. CONTRACTOR TO COORDINATE SIZE AND LOCATION PRIOR 70 INSTALLATION GAS TANK-LE55 WATER HEATER #1 30x48' ALUMINUM GATE WITH 48" HIGH ABOVE GRADE FENCE TO COMPLY WITH POOL ENCLOSURE REQUIREMENTS 6'-0' HIGH ABOVE GRADE MASONRY WALL WITH SMOOTH STUCCO FINISH, REFER TO STRUCTURAL DRAWINGS I. LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 16' ABOVE CROWN OF ROAD, 2. LOT DRAINAGE SHALL BE AS ALL LOCAL CODE5, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION. 3. LANDSCAPING, IRRIGATION, BERRING, ETC., SHALL BE AS ALL LOCAL CODES, REGULATIONS, RESTRICTION5 HAVING JURISDICTION, AND FURTHER, AS SELECTED AND DIRECTED BY BUILDER. DRIVEWAYS, WALKWAYS, SLAB ON GRADE, POOL DECKS, SWIMMING POOL ARE BY OTHERS AND PERMITTED SEPARATELY. 4. SWIMMING POOL, DECK, SPA, ETC., BY OTHER5, SEE Pam. SUBCONTRACTORS ENGINEERED SHOP DRAWINGS. PERMITTED SEPARATELY. SEE OWNER, 5. LAND SURVEYOR SHALL VERIFY LOCATION OF HOUSE ON 517E AND ANT OCCURRING SETBACK ENCROACHMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ANY WORK BEING DONE. 6. SITE PLAN AS DRAWN REFLECTS ARCHITECTS CONCEPTION OF OVERALL SITE LAYOUT AND FEATURES, AND MAY NOT NECESSARILY BE AN ACCURATE REPRESENTATION OF THE BUILDERS STANDARD INCLUDED FEATURES OR LAYOUT AND DESIGN. N88'47'08'W NEW DOCK 72.00''(L) (BY OTHERS U.S.P.) PROPERTY jJNE \FtE SEAWALL BELOW. 13 SY Lei ----------------- PROVIDE DECK ABOVE m � - PR•j� _ ____ ______ Z FIRE PIT � ---- __ -,_ -- -- PLANTER --- rEl _ -_ — I 12'-0• 12'-0° R POOL DECK PAVERS ON CONC. I K i F (BY OTHERS) REFER TO 2 LANDSCAPE I I DRAWINGS ( wn UVQ �j 0 FF .78 x 124" POOL SUNSHEL POOL SETBACK I-- '��ay_ K� (BY OTHERS U.S.P.) I 28 0 6'-0. SPA N O.4, '��F_��_ __E-_- REAR SETBACK — --------____ I� J aAIIIIi RETAINING WALL. `I REFER TO CIVIL IIn t��U - I x. �. ®_® I IQ GAS GRILL Q� L ZI I H K ED SIDE SEIO TBACK I 8gg I I I i I I J I FRONT SETBACK I �I I U I Q I m I N 1 I ry h SEPTIC SYSTEM AREA. REFER TO 0 I o CIVIL DRAWINGS I I D b IX I I IL I I I N89'19'53'W CO STEPPING I IT II I STONES. REFER TO LANDSCAPE DRAWINGS OUTDOOR SHOWER I� I O GAS TANK -LESS WATER NEATER q2 BED T)0(0' I W ^? J 2Y GyIU og� 40' HIGH ABOVE DEN GRADE ALUMINUM a 1 FENCE TO $,DO' NAVYN\ ❑ -D COMPLY WITH I ❑ 15'-7j" RR. POOL ENCLOSURE ✓' REDUI REMENT5 ROVIDED 1 I REAR SETBACK I �i TRASH BINS Pat j .. ALUMINUM GATE "I TW HIGH Pal I ABOVE GRACE FENCE FENCE TO COMPLY WITH POOL „ I ENCLOSURE REQUIREMENTS IF�M IELECTRICAL SERVICE. CONTRACTOR ETO RCOORDINATE SIZE AND 10CATION WITH FPLPRIOR TO IFIi N I INSTALLATION CONCRETE STEPPING STONES. REFER TO LANDSCAPE DRAWINGS 1 SITE NOTES: • ALL LANDSCAPE TO BE COORDINATE BETWEEN OWNER AND GC. • COORDINATE LANDSCAPE FOR EQUIPMENT BUFFER. • FENCE/GATE AT PROPERTY LINE TO COMPLY WITH POOL BARRIER CODE REQUIREMENTS. • G.C. TO COORDINATE ALL EQUIPMENT PADS TO BE V ABOVE FEMA BASE FLOOD ELEVATION + I FOOT. • SEPTIC SYSTEM DESIGN BY OTHERS. G.G. TO COORDINATE LOCATION WITH DRIVEWAY AND LANDSCAPE. REFER TO CIVIL DRAWING5. P E L I C. A N L A N E D __-_-.-.-_-_______-__._._..._..-_-. IB' ASPHALT ROADWAY 20' RIGHT NAY (PER PLAT) Proposed Site Plan Scale 1/8" TOWN OF GULF STREAM SITE DATA TABLE LOT AREA 10914 5.F, F EXISTING DEMO NEW NET Ist FLOOR LIVING S.F. S.F. S.F. 1909 S.F. CEILING OVER 15' 5.F. S,F, S.F. 31 5.F. 2nd FLOOR LIVING S.F. S.F. S.F. 934 S.F. TOTAL LIVING S.F. S.F. S.F. 2954 5.F. let FLOOR COVERED S.F. S.F. S.F. 2915. F. 2M FLOOR COVERED S.F. 5.F. S.F. 0 5.F. TOTAL COVERED S,F. S.F. S.F. 291 5.F. GARAGE S.F. 5.F. S.F. 45S 5.F. GROS5 FLOOR AREA S.F. S.F. S.F. 3698 S.F. OUT BUILDING 5,F. S.F. S.F. 0 S.F. COVERED AREA SPECIAL SECTION EXCEPTION REDUCTION 70-72(b) -97 S.F. TOTAL F.A.R. PROPOSED 3601 S.F. FIRST 20, OWx .33 3602 5.F, OVER 20,000 x .20 O S.F. TOTAL ALLOWABLE F.A.R. 3602 S.F. PER MANUAL TOTAL HARDSCAPE AREA 6184 S.F. 57 % INCLUDING BUILDING REQUIRED LANDSCAPE AREA (40%) 45" S.F. ACTUAL % OPEN SPACE - 43 % /LANDSCAPE AREA 47W S.F. MAX. 2M FLOOR AREA ALLOWED 2733 x 0.50 . 1367 1367 S.F. MAX. 2M FLOOR AREA PROVIDED 34 % 934 5.F. ARCHITECTURAL STYLE ANGLO CARIBBEAN ZONING DtSTRIOT R5 N/S RESIDENTIAL SINGLE FAMILY - NORTH/SOUTH DISTRICT BUILDING HEIGHT EL.+26'-9 1/4' 2ND FLOOR MAX. BEAM HEIGHT EL.+21'-O" GROUND FLOOR FINISH FLOOR ELEVATION B.OV N.A.V.D. SECOND FLOOR FINISH FLOOR ELEVATION 20 OV N. A. V.D. LE&AL DESCRIPTION: PARCEL 1, A PARCEL OF LAND IN SECTION 9, TOWNSHIP 46 SOUTH, RANGE 43 EAST, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE NORTH LINE OF LOT 25 OF THE SUBDIVISION OF SAID SECTION 9, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK B, PAGE 40, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, AT A DISTANCE OF 133 WESTERLY, MEASURED ALONG THE NORTH LINE OF SAID LOT 25, FROM THE NORTHEAST CORNER THEREOF: THENCE WESTERLY, ALONG THE NORTH LINE OF SAID LOT 25, BEING AL50 THE SOUTH LINE OF A 20 FOOT ROAD AS SHOWN ON SAID PLAT, A D15TANCE OF 94SO FEET; THENCE SOUTHERLY, PARALLEL TO THE EAST LINE OF SAID LOT 25, A DISTANCE OF 107 FEET, MORE OR LESS, TO THE WATERS EDGE ALONG THE NORTH LINE OF A YACHT BASIN; THENCE EASTERLY, ALONG THE WATERS OF SAID YACHT BASIN, A DISTANCE OF 9462 FEE, MORE OR LESS, TO A POINT IN A LINE RUNNING SOUTHERLY FROM THE POINT OF BEGINNING PARALLEL TO THE EAST LINE OF SAID LOT 25; THENCE NORTHERLY ALONG SAID PARALLEL LINE, A DISTANCE OF 109 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. PARCEL 2 AREA LYING BETWEEN THE PROPERTY LINE AND THE EXISTING SEAWALL A PARCEL OF LAND LYING IN SECTION 9'TOWNSHIP 46 SOUTH, RANGE 43 EAST, MORE PARTICULARLY QE5CR ISEDAS FOLLOWS COMMENCING AT THE NORTHEAST CORNER OF LOT 25 OF THE SUBDIVISION OF SAID SECTION 9, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 8, PAGE 40, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, AT A DISTANCE OF 13B FEET WESTERLY, MEASURED ALONG THE NORTH LINE OF SAID LOT 25, FROM THE NORTHEAST CORNER THEREOF; THENCE WESTERLY, ALONG THE NORTH LINE OF SAID LOT 25, BEING ALSO THE SOUTH LINE OF A 20,00 FOOT ROAD AS SHOWN ON SAID PLAT, A DISTANCE OF 94. SO TO A POINT, THENCE SOUTH O'1O'IB" EAST, A DISTANCE OF 107.00 FEET TO A POINT; SAID POINT BEING TO THE POINT OF BEGINNING, THENCE WITH A BEARING OF S. 88'47`08' E., A DISTANCE OF 94, 52 FEET TO A POINT; THENCE S. 071048' E, A DISTANCE OF IS FEET MORE OR LESS TO THE SOUTHERLY EDGE OF THE EXISTING CONCRETE SEAWALL; THENCE WITH A BEARING OF 5, 74'I8'19' W. ALONG THE SOUTHERLY EDGE OF THE SEAWALL A DISTANCE OF FEET; THENCE WITH A BEARING OF N. 6B'47'08' W., ALONG THE THERLY EWE OF THE SEAWALL, A DISTANCE OF 7200 FEET TO A POINT; I�UT THENCE N. 00'10'I6' W., A DISTANCE 8.3 FEET MORE OR LESS TO THE POINT OF BEGINNING. PROPERTY ADDRESS: 99F. PELICAN LANE GULF STREAM, FL 3346B FLOOD ZONE: AE FLOOD MAP. 12099C PANEL: 0981 5UFFIX: F PANEL DATE: I0/05/2017 BASE FLOOD ELEVATION OR DEPTH: 6 NAVD i98S COMMUNITY NUMBER: 125109 M. - SPEGWL RXIM ' 10N 1"WOR AREA RATIO (! AIK. (b)ROOF PROJECTIONS. UP TO 300 SQUARE FEET OF ROOF PROJECTIONS (COVERED, UNENCL05ED FLOOR AREAS) MAY EXCEED THE MAXIMUM PERMISSIBLE FAR SUBJECT TO THE FOLLOWING: (I) MAXIMUM FLOOR AREA. THE MAXIMUM FLOOR AREA IN EXCE55 OF FAR 15 300 SQUARE FEET, ONE OR MORE ROOF PROJECTIONS MAY BE APPROVED UNDER THIS SPECIAL EXCEPTION PROVIDED THE TOTAL FLOOR AREA OF ALL PROJECTIONS DOES NOT EXCEED THE MAXIMUM PERMITTED FAR, BY MORE THAN 300 SQUARE FEET. (2)5PECIFIC STANDARDS FOR REVIEW. o. THE ROOF PROJECTION(S) SHALL BE COMPATIBLE AND COMPLEMENTARY TO THE ARCHITECTURE OF THE STRUCTURE AND SHALL ADD APPROPRIATE ARCHITECTURAL DETAIL AND RELIEF TO A FACADE. b. THE ROOF PROJECTION(S) SHALL NOT MAKE THE STRUCTURE LOOK MORE MASSIVE. <. THE TOTAL FLOOR AREA OF THE ROOF PROJECTIONS SHALL NOT EXCEED THE MAXIMUM PERMISSIBLE FAR BY MORE THAN 300 SQUARE FEET. d. FOR EACH ONE SQUARE FOOT OF ROOF PROJECTION OVER THE MAXIMUM PERMISSIBLE FAR, TWO SQUARE FEET OF ROOF PROJECTION MUST BE PROVIDED THAT ARE WITHIN THE MAXIMUM PERMISSIBLE FAR, AND ALL SHALL REMAIN FOREVER UNENCLOSED. e. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF COMPLETION, THE OWNER OF THE PROPERTY SHALL PREPARE AND RECORD A DEED RESTRICTION WHICH, AT A MINIMUM, SHALL PROVIDE THAT ALL ROOF PROJECTION AREAS REQUIRED TO REMAIN UNENCLOSED AS PER APPROVAL OF THIS SPECIAL EXCEPTION SHALL REMAIN SO FOR AS LONG AS THE STRUCTURE IS IN EXISTENCE OR EXCEEDS THE MAXIMUM PERMISSIBLE FAR. OPUS HOMES RE`✓ISION'S SUBMITTALS: ARPB 09.30.22 SUBMISSION: PROJECT u. 21-1010 DESIGNER. RE, DRAWN BY: RB/KR PLAN RE, REVIEW: SITE PLAN P-1 I POOL I DECK I I I ! / — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — ! — — — — — — — — �- POOL SUNSHELF POOL I 15ED 9P DECK SPA SPILL OVER POOL I � I — _ ! I ROLL DOWN SCREEN 07 I ENCLOSURE. G C, TO r / ! I LINE INDICATED - ,i COORDINATE EDGE OF / / I BALCONY ABOVE oL0661A Jr � 0 a I • I I; 8 rcf r---------- ------ I; a ( I E-- — I —LJ LJ— BaDROOM _____________�_______3 __ DRAWINGS FOR SHOP IOe CLG. NETAND DES GN ENSIGNS a l I I -------------- KITCHENo �C9 AFF °CLG. 3 10° CLG. 'n DININb J LIO-CLG_---------J .�i U'3 r--- IO°CLG, ND I I 6RCAT ISL ROOM Rt5 R45 w0 0JI SINK OUE �ar ____K W/D15P g ID I DW 42'REF oar I C HIS"---_—'t_ '1 -'- - - ------ d a -------- o---- i rN CLOSET i I r I WINE i IO CLGii _________ a w I a° LAUNDRY p �- CABANA q°CLG. LINE INDICATES v 9°CLG. a O N I EDGE OF SECOND i TEMP FLOOR ABOVE - GLASS ____ __11 LINEN DOOR UP WC SINK WASH DRY GAS TANK -LESS in LAV i� WATER HEATER. I '" CONTRACTOR TO COORDINATE SIZE I FOYER t L0.'ATIDN q° CLG 21 C TO COORDINATE J 1 w ___ _ _r_P_____ ________a `\ r H� L THRI� ROOF a R i w MASTER 9e CL 'I iIN ATTIC," it p pm BATH SAFETY 21° 22'436" w� 10°CLG. TEMP ATTIC GLA55 D _ PROVIDE R-II '{ACCESS N INSULATION AT L — J lAV LAV SHOWER STOKA6E GARAGE ENTRY WALLS TYP. � ELEC I __ PANEL B 2-CAR ELEC -—____-- 6ARA6E d PANEL B s 10. CLG. 6" L--- F----------� N II r� I I I -CA I I PROVIDE 5/8" TYPE 36'x46" CONCRETE IJ VENTRCALCULATIOIJGARAGE 9gD DRYWALL 6 R-II ROOM j�1 a INSULATION AT STOOPSTREFER TORUCTURAL 10°CLG. ( VENT S.F. / 200 5.F. ER GARAGE CEILING _I VENT - 3 VENTS. DRAWINGS COORD. VENTS W/STRUCTURAL II�I II� OUTDOOR SHOWER GAS TANK -LESS WATER HEATER. CONTRACTOR TO COORDINATE SIZ1Z E Ii e LctianoN II I 36"x46" CONCRETE STOOP. REFER TO STRUCTURAL DRAWINGS I I I 1 i I I I I I �N I ;m PROVIDE C Pk2 FLOOD VENT. REFER TO DETAIL PROVIDE FLOOD VENT. REFER TO DETAIL II I I I I V � PROVIDE I I FLOOD VENT IDETAIL I � oa0000� i I I I I I - --- - --- --- ---- - ---- --- - - --- -- ---- - r '47. _ E_ 2GARAGE ELECTRICAL DOOR RAIN DOOR RAIN I SERVICE, RECESS RECESS I CONTRACTOR TO COORDINATE I WITH FPL SIZE t LOCATION PRIOR TO INSTALLATION I Proposed Ground OPUS HOMES Q W vwA Q Uj < ot .—^ vto VI W tL ''nn OV 'D 'S tu tL ISO Z K O RE /IS,ONB: SUBMITTALS: ARPB 09.30.22 SUBMISSION: PROJECT #: 21-1010 DESIGNER: RB DRAWN BY: RB/KR PLAN RB REVIEW: GROUND FLOOR PLAN P-2 Proposed Second Floor Plan Scale: 1 = -0 r OPUS HOMES o a v w -A in 5 0 �zw w w I- �n W xv IL 2 (L O a z � g O g REVISIONS SUBMITTALS: ARPB 09.30.22 SUBMISSION. PROJECT #: 21-1010 DESIGNER: RB DRAWN BY: RB/KR PLAN IRS REVIEW: Scale: 4 - -O ROOF PLAN °s P-4 I LIGHT FIXTURE HAR80R HINKLEY -. ELEVATION NOTES A FLAT CEMENT ROOF TILE. INSTALLED PER MANUFACTURER SPECIFICATIONS L DECORATIVE ALUMINUM SHUTTERS B SMOOTH STUCCO FINISH. M 1 2" OVER 4" SMOOTH STUCCO BAND C 2' SMOOTH STUCCO BAND N 6'-O" HIGH ABOVE GRADE MASONRY GARDEN WALL WITH SMOOTH STUCCO FINISH 0 STUCCO FINISH TO SIMULATE 6" SIDING PAINTED IMPACT RESISTANT WINDOW AND DOOR (WHITE FINISH) REFER TO SCHEDULE E 4' STUCCO BAND WITH I' EXTRUSION INSULATED METAL GARAGE DOOR WITH APPLIED PAINTED CYPRESS VENEER F 3" SMOOTH STUCCO BAND AROUND WINDOWS 4" SMOOTH STUCCO WINDOW SILL G HIGH DEN5ITY WITH HARD COAT PAINTED OUTRIGGERS IV SMOOTH STUCCO FRIEZE BOARD AT SOFFIT - TYPICAL H 39' HIGH ALUMINUM RAILING WHITE COATED FINISH HIGH DENSITY WITH HARD COAT DECO BRACKET J 33" HIGH ALUMINUM RAILING WHITE COATED FINISH 45" HIGH ABOVE FINISH GRADE ALUMINUM FENCE WHITE COATED FINISH H DECORATIVE LIGHT FIXTURES. REFER TO OWNER FOR SELECTION DECORATIVE BRACKETS Proposed North Elevation Scale: 1/4"=1'-0" Proposed South Elevation TiTa"= i,_61, T o.BEAn , ELt21'-0" T.O.TRUSS. EL.+I T.O.BEAM . EL.+10'-O' T O SCAR . EL. D0' OPUS HOMES REVISIONS: qSo SUBMITTALS! ARPB C9.30.22 SUBMISSION: PROJECT 21-10O DESIGNER RB DRAWN BY. RB/KR PLAN IRSREV EN! NORT�4 t SOUT�4 ELEVATION P-5 I LIGHT FIXTURE HARBOR HINKLEY ELEVATION NOTES A I FLAT CEMENT ROOF TILE. INSTALLED PER MANUFACTURER SPECIFICATIONS L I DECORATIVE ALUMINUM SHUTTERS ❑B 5MOOT14 STUCCO FINISH, 2" OVER 4" SMOOTH STUCCO BAND C 2' SMOOTH 5TUCCA BAND b'-O" NIGH ABOVE GRADE MASONRY GARDEN WALL WITH SMOOTH STUCCO FINISH DD STUCCO FINISH TO SIMULATE 6" SIDING PAINTED IMPACT RESISTANT WINDOW AND DOOR (WHITE FINISH) REFER TO SCHEDULE. ❑E 4' STUCCO BAND WITH I' EXTRUSION INSULATED METAL GARAGE DOOR WITH APPLIED PAINTED CYPRESS VENEER FF 3' SMOOTH STUCCO BAND AROUND WINDOWS 11-vill 4' SMOOTH 5TUCC0 WINDOW SILL G HIGH DENSITY WITH HARD COAT PAINTED OUTRIGGERS SMOOTH STUCCO FRIEZE BOARD AT SOFFIT - TYPICAL 39" HIGH ALUMINUM RAILING WHITE COATED FINISH HIGH DENSITY WITH HARD COAT DECO BRACKET J 33' HIGH ALUMINUM RAILING WHITE COATED FINISH 48" HIGH ABOVE FINISH GRADE ALUMINUM FENCE WHITE COATED FINISH K DECORATIVE LIGHT FIXTURES, REFER TO OWNER FOR 5ELECTIONDECORATIVE BRACKETS u uBJ uB J uFJ I' I. Proposed East Elevation Scale: 1/4"=1'-0" Proposed West Elevation T.O.BEAM T.O.TRUSS. EE+11'-0-0 T.O.BEAM . EL.+10'-O' 1O.SLAB .+O'-0' OPUS HOMES gn gi e 0.i�YarrJ �OpusNv. nFe eJi n Ph 55�511 EIfi6 i..) z REVISIONS SUBMITTALS: ARPB SUBM15510N: PROJECT #: 21-1010 DE5IGNER. RB DRAWN BY: RB/KR PLAN RB REVIEW: EAST � NEST LEVATIONe P-6 5 Garage Front Finish Details OUTRIGGER EZE BOARD �r UNDER BE I' OVER 4" ' TUCCO BAND7U U LIGHT Ll FIXTURE _.. ALUMINUM SHUTTERS 4' STUCCO BAND ;L r- SMOOTH STUCCO q I Baonus Room Front Finish Details 13j`Front Entry Features OPUS HOMES OUTRIG 3" SMOOTHI 1--I STUCCO BAND -. - ALUMwun _. - SHUTTERSIE I } a SMOOTH STUCCO -- - T I z am p I T TO SIMULATE 6' I� 7) p 'R O i I° OVER 4' 7 �^ SMOOTH STUCCO w WINDOW SILL SI w D <nF 1 2 Saecond Floor Wall Finishes o a Q tu O zztL Q-A Q j)za t(1 J w IL �Q-A Tw K O REVISIONS: 1 I CfllClf(J,et Scale: 1/2" = 1'-0" on SLIBMITTAL5 ARPB 09.30.22 5UBMI55ION' PROJECT # 21-1010 DESIGNER. RB DRAWN BY: RS/KR PLAN RB REVIEW: ENLARGED DETAILS P-7 T.O.BEAM ,. T.O.TRV55,. T.O.I, AM` .. EL.. 10'-0" T.O.SLAB ,. ik Proposed South Elevation Scale: 1 /4"=1'-0" REAR ELEVATION GLASS GALGULATIONS REAR ELEVATION AREA (NOT COUNTING ROOF AREA) 1107 5 F. REAR GLASS AREA 376 5F. PERCENTAGE OF GLA55 TO REAR ELEVATION 32% Proposed North Elevation Scale: 1 /4'=1'-0" � < •. Y ! i z; t�- Aw tlAr x 'A&in ' + �v � ..1� ... ., � ..- �u4#ram � � •6 �� ,� � !1 a U- r `i-•�ci"t. ;; a vow MATERIAL SCHEDULE Rib 10.1.21 (Rued 5.5.t3 Per Qvmr Rvan Pod Dad) (R- 820.22 P.r Town Cmmms. Cat&VmPI) 92822 Per Rved Sow Pon, Vu Rpq) Qry Key Satan laal l Common Name 8W 4 Cat Callophyllum anUlenum/ Beauty leaf tree 14x6ft.,6ft.ct. 2 cat — Corlacarpusa Green """"atree 14x8ft.,Kd, 2cw Cootsn IfamI Coconut palm 45ft.dea, wood l&20ftoa. 3 Cmp Caryuta mMN FI.Mall palm 18xaft,hvy.mfti. 1 A." Adonklia marlllll / Chdamas "Im, d1de t Ift.dble. 1 CM CahaematowphallelPawder p-tree 7-811.41t.Std. 2 VmPt Vsilhdl monl9om.daW Va1tch8 palm. "I. 18ft.oa.GpM 1 Prph Phoenh mdIm,WHybrid data palm 1418fl.on., 5 main Mama, vamoW 9ro'wih halm, epacimm 1 Pr to Phoenh robe WI' Pygmy data palm 10-1211— Tdple stem,speclmen 2P" Ptychospemia ap,Min, Alexander palm. left- Hvy.celipmt _ ch9. 3 B9-M S.ugaklvilba, a d red 4x2ft, 114 Gg • Clua. gutl faWS.. L6af Cluta 70 Pt,Pilt..Pomm t. v.d""`Vad9Med Pitt 39 6 w-]' MyrdenlMa (grans/Simpwn Hopper 39. 18 P-m Phllldmron rad congo 311,. 1m of Dphbpogon tawlouW Mondo grew tp 55 Mg • Muhlty area, pink 39. 90 Gk' Green lMand ficua 3g. 20 Ja leemine, Asia lcjaemine 39. 140 P-Dm Ph8ldemmn, Buns Mmx 39, 45 Pm-7 Podo mua maklif Yaw 79, 3 BI Bmmilled, Impenalan 7a, 36 A.-m Asyaragua may -I Foaall fem 3g, 3 Ct-rs Cordyllne tam 'Milan V. red sister 7g. 6 Le9 I-Wop evergreen gem/ Giant Bdope 1 Gj Gardank lasminoldea/ Miami Supreme Gardenia 3v3fl.ad, Plmting w8, we epees & detail. Mulch, sae epees & dateila Sod, wild nastam SITE DATA RESIDENTIAL (Rv.d e.2022) A. Total lot area 10,207 Sq.Ft B. Sauctures, ParldN, Welke, drives, etc... 5,848 Sq.Ft. rn C. Total Peous area (C=A-B) 4,814 SqFt D. Area of lree's & gmundcove7 (REQUIRED) 962,80 Sq.Ft. D-C x .20) E. Area of trees, shnrbs, & 9roundcovers Provided 1.278.76 Sq.Ft F. Native vegetation REQUIRED (F= D x.25) 240.7 Sq.Ft O. Native vegeWbn PROVIDED 889.6 Sq.Ft. H. Total number. f exlaing trade 4 Trees I. Total number of REQUIRED trees 4 Tress (I = A - 2500 sq.ft) J. Total member ees of trPROVIDED 13 Tree. (J - H - I +any a". begs) K. Total number Of native trees REQUIRED 2 Trees L. Total number of native trees PROVIDED 4 Trees �e1S maP - - LANDSCAPE PLAN - rm IREVISIONS BY 10.1.21 Rved Per Owner Rgst 5.3.22 Per Dw W Rvsn, Pod Dade, Ddveway n 1 I k, 6.20.22 Per Tovm Cmmnts (Ce4Vm,.t) r9.28.22 Per Revised Site Plm (Rear SM-beck Vari— RequaM) W LU a� Ow�co �g D Q � m ad W o m 4�0 LU Uj ZF—vSc 5a+ � N N LLI N Q V h 0 LL Z g a Z 0 Q � J � V ZLLJ W 0 N J g 0� oenwR i j Dan Carter 9,21.21 scua . i iJa' — r-0e rosao. 41321. �1 OF. 3 SNEM RM3ATION U.GFND Q Tdo m sm. Rom Mbbba sydt Do hdakd b aecddDr, wan a Fed" Sbb, Gaq b DOCIM riwOp►eddmaaa any,ddsna WAeb aqubd bronneadidadc 1�wIhlYMtl dauNbaa NyyllaPmarlW PIdJYVadd v-- ipr(wCi.,�wmr« eDoipa Co $Pedbeadc NpgdwI WINALW haeovddicawta kxdcedaL arld prrrwtnRochm bWbeoledwXNn Dldxb'C npwadb Wcor¢eded tarn Vtaw. d,ubc br bw lawlwM CdAacb/flF,blpNle an,�,dbs ap►nm lx0alloa M6v,b bbW an Tb1161plbl'Oalbtl 12121) 4Mub hDe gxaY Neat Y,al WTdo Ol0,eAet. and orb WFakletl anal? bMlbro MNd mpl1 rr11bClk'e mr�o/Y. 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REFER TO CIVIL N W DRAWINGS (-A744 r- !!1 I ABOVE GRADE ALUMINUM GRADEHIGDE FENCE TO COMPLY WITH POOLENCLOSURE 1 i REQUIREMENTS REQU IRRIGATION PLAN (2)S'0'x40' ALUMINUM GATES WITH 40' NIGH ABOVE GRADE PENCE TO COMPLY WITH POOL ENCLOSURE REQUIREMENTS REVISIONS BY i per Owner Rm, Pod Dock, Odraway 8.28.22 Per ReNeed 511e Pkn (Rear Sal -beck Variance Regoeap coo `W z r U WA2 0M J /A aa� IL• J Qa° ad W m � LIJu.j > - Z U r Z LL (n (V V LL O LL U) 4z J a z O N0 W u- °� Z w a r U }g Cn � u- z W a DRAWN Dan Carter 9.21.21 scut me NO. 41321 sxcEr 2 OF 3 SHEETS O r i N O � d c � � o 73 E c9Q,Qc Q o a c ~ O Y 2 C m Q O n .noo�- vU�a h C _ x O E ; °ipa O C 8 E (D CL 0 m 612L- v 0 •�a+ C Y o as ME O a E O o (D (- N C " LL l6 oaf C m O N LL O 3 N m m a y om�a a � a E 3 o E a O « `p, O m�E> F<oq 0 ML lkt LL m a Z O a g cr O LL Z J Z W t9 a ti d cc C cu a L U J cu c J Cf) i M O n. 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