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HomeMy WebLinkAboutEstate Plans0 REFER 70 ARCHITECTURAL DRAWINGS FOR STRUCTURE ELEVATIONS CONTRACTOR SHALL COORDINATE LINEELEVATIO SYMBOL LEGEND NS WITH ARCHITECT PRIOR /0 -4 TO CONSTRUCTION. PROJECT DEVELOPMENT BOUNDARY 0 EXISTING DRAINAGE PIPE ROAD EXISITNG DIRT ROAD CENTERILINE 0 48" HOPE North OHE EXISITNG OVERHEAD ELECTRIC LINE TOB TOB o 901 W INV. =15.6 E wv.=15.� CD 0 801 901 soi 1�1 GRAPHIC SCALE PROPOSED DRAIANGE PIPE EMIMMEM011MM i2 I - existing drcinage ditch TOB EXISTING DITCH TopOfBank 1 22.0 1 1 50 0 50 100 150 6 SCALE., (I Inch 50 Feet) SWALE - BOTTOM/CENTERLINE GRASS SWALE . ........ .... .... . .......... PROPOSED DETENTION POND TopOfBank POOC 11`0 AV T� tb T y PROPOSED SILT FENCING 1�b . . 51 1 1 1 I \ 24.5 1 24.5 SITE DATA IoO , �4_5 V ti Y O PROPOSED WELL IS� "D; POOL APPLICANT/AGENT ........... LA PONTECIA II, LLC so DECK 25 4036 PACAYA CIRCLE P 01 JA ZZII DRAINAGE FLOW DIRECTION 14 2 �Tr) Y FEA RE 03 23 Z3 0 �23 - 0 LANDSCAPE 0 SHED ELL DRIVEWAY , I BOCA RATON, FL 33487 1 , �i � � 1,6' REA [j�p, E 24.5 SSC 19, 217,/ L SGAPE Y_ IN, lt.N�)% 11 23.0 JOHN NOTORIS 212 PROTECH PROFESSIONAL SERVICES PROPOSED GRADE 1T, T, X 0 P. (561) 441-8537 24 3 EXISITNG GRADE 24.5 24.0 23.5 21.0 27 24' 2 0 ENGINEE ................... DAVID S. KNIGHT, PE, FL. REG. 41060 0 24.0 flT, T' I ... - .% T .. 35 16 T� KNIGHT , McOUIRE & ASSOCIATES, INC. 1 Tr, 22,6 _0 Icl�l ­*� 80 ROYAL PALM POINTS , SUITE 401 INDS 12" SQUARE YARD DRAIN VERO BEACH, FL 32960 0, 2 (772) 569-5505 GARAGE CAR PORT civil@knightmcguire.com 1- TOP HAYBALE BARRIER 7 GYM SIK M i 4�1 SURVEYOR .................. F.R.S. & ASSOC., INC. f T, T% 2257 VISTA PARKWAY, SUITE 4 WEST PALM BEACH, FL 33411 2 PAVED 15 P. (561) 478-7178 MOTOR '24,3 COURT 24 3 f. (561) 478-7922 If T www.frssurvey.com 27 DETENTION STABALIZLL) SHELL k . . PROJECT DESCRIPTION....... SINGLE FAMILY RESIDENCE with POND 241 26.c 22.2 DRIVF & PARKING 0 A PRIVATE GYM FACILITY and 1 1 i 6' 1 q ------- 201� PRIVATE HORSE STABLES shoulder 2M) 12 23,6 23.2 an I 23.0 222zo.5 [2 GRASS. 0 PROJECT ADDRESS: .......... TO BE DETERMINED '0 Swale F215 3 k C-24 CANAL RD qq'' Ty X\A% j 1 12 21� �tq7tM. .1 _�PpTIC K I,>- �� ,Q , �, ,' , ' , 1,,;4 , , I A T� SECTION 24 - TOWNSHIP 36S RANGE 38E GRADE ®WALL GRAINFIELD 22) f exist dirt road 21.0 max. L _J i i. . 3224-111-0002-000-2 ............ ............. ............ ............ < 20.0 min. PARCEL ID No ........... ZONING: A-5 (AGRICULTURAL) 0 0 PARCEL AREA: 206± AC Lr) 2 < TYPICAL EXIST. ROAD/SWALE (a DEVELOPMENT AREA: 10.5± AC o N.T.S. 44 DO SEWER .................... ON -SITE SEPTIC 27 WATER .................... PRIVATE WELL v -wx IT T1 '0 A FLOOD ZONE ............... X, AS DETERMINED BY L Kf� M 0 27 ST LUCIE COUNTY 11 1, 10 Q FEMA REPRESENTATIVE 12' 0.0 Z) Toe 24" HDPE 15 10' INV. =19.4 y Toe T° drainage ditch 27 existing 18 r0a 220 Toe CONSTRUCTION NOTES \1 801 81 1 90'± to lake rok 5 Q) 0 23 eo-L /-Iu T' It 24. 48" HDPE STABALIZE 22.0 e0i TOB N INV. =16.1 ❑LAKE (DETENTION POND) @ CONTROL ELEVATION 21.6 11 SLOPE & SOD SILT FENCE and/or 5 DITCH Toe S INV.=15.3 T� \220O LF Toe 1fl TURBIDITY T UANKIIIN 1 1 ;VO.L _��12 "ryh LAKE (DETENTION POND) TOP of BANK 4 SILT FENCE.,,� TOB CROSSING 26 0 22.5 TYPICAL IRRIGATION WELL 2,33-ry existing drainage d' h 17.6 17 eo-L PRIVATE POTABLE WELL for MAIN RESIDENCE & ACCESSORY AREAS 18" ADS IMP: 0 SILT FENCE and/o t 9 eol 9 EDIT TING TURBIQ$tY BARRIE b UG PROPANE TANK for MAIN RESIDENCE & ACCESSORY AREAS D TCH COLLAR 2' 1 1:1, PRE PACKAGED LIFT STATION j c� TI 11� 5 ti MAIN RESIDENCE SEPTIC TANK 0 48' TYPICAL OUTFALL SECTION 03 23523:8 10.5 E 4 215 MAIN RESIDENCE DRAINFIELD & UNOBSTRUCTED AREA PAS 09 A N.T.S. 0ryh %N, 18" ADS & CMP DRAINAGE PIPE @ STABLE DETENTION POND 3.8 DETENTION%, 2 LANDS CAPE PIL 9A 18" ADS & CMP DRAINAGE PIPE @ MAIN DETENTION POND POND R WALL/FENCE by OTHERS Yf 0 243 F1 2 MAIN RESIDENCE ACCESS AND PARKING AREA (SURFACE T.B.D.) 2 13 CRUSHED SHELL STABLE DRIVEWAY & PARKING R36, 6' 1�� T`� 0 I I 1 3 24.5 11 S 141 MANURE Y & F 0 27 DABOUT a INTERNAL PATHWAY - SURFACE T.B.D. 0 WARM-UP i IT 0 27 AREA 24.7 24.7 16 LF of 15" CMP CULVERT - ENDS per LANDSCAPE 00 0 30 LF of 48" CMP CULVERT PIPE -ENDS per LANDSCAPE 6' 10' - 22.0 21.0 Swale .................................. ........ ...... 777� shoulder 13 F1 81 OPTIONAL CAST -IN -PLACE or MASONRY HEADWALL PATHWAY 23.2 230 GRASS. ................. .... .............. ............................................... T, A 722.0 21�5 1^* (future use) PRIVATE POTABLE WELL for STABLES and SURROUNDING HORSE 24.0 ........ . .. . ... 3 6 Ok STABLES AREA SEPTIC TANK I . ........... STABLE, . ... .......... ........ PROPOSED 12 typ. Postur@ grade/ 10 STABAL17ED Do F2 I STABLES AREA DRAINFIELD & UNOBSTRUCTED AREA 0 PARKING 0 I S EqP Tll�' & I UG PROPANE TANK for STABLES and SURROUNDING SHELL ROAD 21.5 max. 2 / 3 8/ DLA D LE Ll 2-31 18" CMP CULVERT as necessary @ SWALE-DITCH 21.0 min. 26 ... F 0 IT PRIVATE WELI19 EXISTING DIRT DRIVE -SITE ACCESS 0 TE TYPICAL DRIVEWAY SWALE (POTABLE) 21 f 25 CONSTRUCTION ENTRANCE - refer to sheet 4of4 for details N. T. S. SILT FENCE and/or TURBIDITY BARRIER e27 HAYBALE BARRIER - refer to sheet 4of4 for details RECEI�,_D APR .1; , 4 �I 400401040W,00 .................. - - - ----- - - ------ 7 THE DRAWINGS ARE THE PROPERTY OF THE DATE: DATE: 0 ENGINEER. WHETHER THE KNIGHT, WGUIRE & ASSOCIATES, INC. DESIGNED DSK PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR Alp 7 201f n DRAWN PIAP NOT. COPY OR USE FOR KMA. CONSULTING ENGINEERS AND PLANNERS CESPEDES RESIDENCE SINGLE FAMILY RESIDENCE R OTHER PROJECTS IS VERO BEAC PERMITTED ONLY BY CHECKED DSK WRITTEN CONTRACT WFrH H\iL7 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 ST LUCIE COUNTY, FLORIDA ESTATE SITE PLAN THE ENGINEER. PHONE: (772) 569-5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightMcGuire.com SCALE AS NOTED UNAUTHORIZED USE WILL Scott B. McGuire, P.E. David S. Knight, P.E. BE PROSECUTED PURSUANT CERTIFICATE OF AUTHORIZATION NUMBER - 00006335 1 of4 REVISION DATE BY DATE 04-27-2017 TO THE COPYRIGHT LAWS. o.39573 Fl. Reg No. 41060 MARK I - FI. Reg N _1 901 001 - 901 h...,... ................_..... nl _1 b 90l — 201 90 901 II a /// aQ / •: `k' r 1 _ _.. PROPERTY OF THE DESIGNED DSK ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR DRAWN PMP NOT. COPY OR USE FOR OTHER PROJECTS IS CHECKED DSK PERMITTED ONLY BY WRRTEN CONTRACT WITH THE ENGINEER. UNAUTHORIZED USE WILL SCALE AS NOTED MARK REVISION DATE BY DATE 04-27-2017 BE PROSECUTED PURSUANT TO THE COPYRIGHT LAWS. \__300 LF SILT FENCE KNIGHT, McGUIRE & ASSOCIATES, INC. CONSULTING ENGINEERS AND PLANNERS 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 PHONE: (772) 569-5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightMeGuire.com CERTIFICATE OF AUTHORIZATION NUMBER .00006335 1 CESPEDES RESIDENCE ST LUCIE COUNTY, FLORIDA °V1 901 801 901 - 801 — North GRAPHIC SCALE 20 0 20 40 60 SCALE: (1 Inch = 20 Feet) LINE/SYMBOL LEGEND PROJECT DEVELOPMENT BOUNDARY EXISTING DRAINAGE PIPE ROAD EXISITNG DIRT ROAD CENTERLINE OHE EXISITNG OVERHEAD ELECTRIC LINE PROPOSED DRAIANGE PIPE TOB EXISTING DITCH TOpOfBonk SWALE BOTTOM/CENTERLINE GRASS SWALE — — PROPOSED DETENTION POND TopOfBank �------o a PROPOSED SILT FENCING O PROPOSED WELL E `Mr DRAINAGE FLOW DIRECTION 23.0 PROPOSED GRADE 4 Lrl ° EXISITNG GRADE NDS 12" SQUARE YARD DRAIN DOWNSPOUT HAYBALE BARRIER SINGLE FAMILY RESIDENCE MAIN HOUSE & GYMNASIUM SITE PLAN CONSTRUCTION NOTES LAKE (DETENTION POND) @ CONTROL ELEVATION LAKE (DETENTION POND) TOP of BANK TYPICAL IRRIGATION WELL ® PRIVATE POTABLE WELL for MAIN RESIDENCE & ACCESSORY AREAS UG PROPANE TANK for MAIN RESIDENCE & ACCESSORY AREAS © PRE -PACKAGED LIFT STATION MAIN RESIDENCE SEPTIC TANK - INV 22.4 N.A.V.D. ® MAIN RESIDENCE DRAINFIELD & UNOBSTRUCTED AREA 0 18" ADS & CMP RISER PIPE (CONTROL STRUCTURE) 10 18" ADS & CMP DRAINAGE PIPE @ MAIN DETENTION POND 11 WALUFENCE by OTHERS 12 MAIN RESIDENCE ACCESS AND PARKING AREA (SURFACE T.B.D.) 13 8" Sch.40 PVC DRAINAGE PIPE 14 12" SQUARE NDS CATCH BASIN (YARD DRAIN) 15 INTERNAL PATHWAY - SURFACE T.B.D. 16 16 LF of 15" CMP CULVERT - ENDS per LANDSCAPE 17 TYPICAL PARKING STALL 1 O' x 20' 18 5' BRICK PAVER WALKWAY per ARCHITECT 19 DOWNSPOUT - LOCATIONS TO BE DETERMINED 20 PVC GRAVITY SANITARY SEWER LINE 21 PVC SANITARY SEWER FORCE MAIN 22 PVC CLEANOUT 26 SILT FENCE and/or TURBIDITY BARRIER 27 HAYBALE BARRIER - refer to sheet 4of4 for details DATE: DATE: P HEET Scott B. McGuire, P.E. David S. KnS. KnKnight, P.E. 2of4 Fl. Reg No. 39573 Fl. Reg No. 41060 North GRAPHIC SCALE 20 0 20 40 60 SCALE: (1 Inch = 20 Feet) LINE/SYMBOL LEGEND PROJECT DEVELOPMENT BOUNDARY EXISTING DRAINAGE PIPE ROAD EXISITNG DIRT ROAD CENTERLINE OHE EXISITNG OVERHEAD ELECTRIC LINE PROPOSED DRAIANGE PIPE — TOB EXISTING DITCH TopOfBank SWALE BOTTOM/CENTERLINE GRASS SWALE — PROPOSED DETENTION POND TopOfBank —� PROPOSED SILT FENCING O PROPOSED WELL Env DRAINAGE FLOW DIRECTION 23.0 PROPOSED GRADE G EXISITNG GRADE NDS 12" SQUARE YARD DRAIN DOWNSPOUT HAYBALE BARRIER 1.3 24 5 i 24.7 I� h'j /— I C� • ra ° nz�rc..•2!a. 000,uar u.'w T.M-r®.�m DITCH BANK MAINTENANCE MAINTENANCE POND BANK zs.o PATHWAY & ou ® ROUNDABOUT , (j• Q, , �— a' 8' 16't 8' 16' l I t J h' STABALIZE SLOPE &SOD 21.6 22.0 21.0 24.5 25.0 1 ,� p�r 1. 4 12 1 PASTURE 1 12 4 20.5 19.0 1 25.0 24.7 247 25 24.7 24.7 WARM—UP 10 _ 1� I I�ii I� II (. ((�:U� (I i (1�11 111 I EXISTING I DETENTION 27 AREA �_ DITCH 17.6 POND 0 11 11 1 s.0 2 17.0 2.5 PATHWAY OUTFALL//LAKE BANK SECTION STRCONTROL UCTURE - ` - ` / 11 BOTTOM CMP 22.5 /� i` C5 / (future use) RISER PIPE ^..' jJ u se TUTS i / I 250 13 L d. [0 23.5 HORSE �. 24.2 z4.7 -25.0 STABLE 25�o 24.0 Cx 360t LF DRIVEWAY (t.b-d.) f Oa• 23 7 24.0 / 24.5 a ,rx �.. CONSTRUCTION NOTES STA9ALZED �ARK!NG i 23 8� — r —- — —, O LAKE (DETENTION POND) @CONTROL ELEVATION 23.8 LAKE (DETENTION POND) TOP of BANK Qk 6 O O TYPICAL IRRIGATION WELL 1 Y 23-' 11j PRIVATE POTABLE WELL for STABLES & SURROUNDING AREA 0g ' I — BRAIN9ELD — O UG PROPANE TANK for STABLES & SURROUNDING AREA STABLES SEPTIC TANK - INV 22.4 N.A.V.D. 11 247 247 -----J STABLES DRAINFIELDUNOBSTRUCTED AREA g _ 1 C1 7 ..� $ — ® STABLES DRAINFIELD PRIVATE WELL g Q 18" ADS OUTFALL PIPE (DRAINAGE) ® � Il` am' (POTABLE) 10 18" CMP RISER PIPE (CONTROL STRUCTURE) ga 11 DOWNSPOUT - LOCATIONS TO BE DETERMINED 12 SRABLES AREA ACCESS AND PARKING AREA (SURFACE T.B.D.) 13 "STUB -OUT" PATHWAY (SURFACE T.B.D.) 14 COMPOST STATION (MANURE PIT) 15 12' INTERNAL PATHWAY - SURFACE T.B.D. REFER TO ARCHITECTURAL DRAWINGS 16 16LFof15"CMP CULVERT- ENDS per LANDSCAPE �a 0 FOR STRUCTURE ELEVATIONS 17 30 LF of 48" CMP CULVERT PIPE -ENDS per LANDSCAPE CONTRACTOR SHALL COORDINATE I� I ELEVATIONS WITH ARCHITECT PRIOR 18 OPTIONAL CAST -IN -PLACE or MASONRY HEADWALL TO CONSTRUCTION. PADDOCK ROUNDABOUT (SURFACE T.B.D.) q° 20 PADDOCK & WARM-UP AREA FENCE per OWNER 23 18" CMP CULVERT as necessary @ SWALE-DITCH SILT FENCE and/or TURBIDITY BARRIER °, `i 27 HAYBALE BARRIER - refer to sheet 4of4 for details ` g' r1� THE DRAWINGS ARE THE PROPERTY OF THE KNIGHT MCGUIRE & ASSOCIATES, INC. DATE: DATE: PROJ o. ENGINEER. WHETHER THE DESIGNED DISK PROJECT FOR WHICH THEY , ARE MADE IS E%ECDTED DR lcivlA CONSULTING ENGINEERS AND PLANNERS CESPEDES RESIDENCE SINGLE FAMILY RESIDENCE �'��' DRAWN PMP NOT. COPY EC USE FOR OTHER PROJECTS IS - T PERMITTED ONLY BY VERO BEAC CHECKED DSK WRITTEN CONTRACT WITH 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 ST LUCIE COLTN'I'' FLORIDA STABLES AREA SITE PLAN SCALE AS NOTED uNnuTMOR"Teo USE wlu �-- PHONE: (772) 569.5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightMeGuire.com ' BE PRO PURSUANT """' ' .:/°'-- CERTIFICATE OF AUTHORIZATION NUMBER - 00006335 I Scott B. McGuire, P.E. David S. Knight, .E. 3Of4 MARK REVISIGN DATE BY DATE 04-27-2017 To THE COPYRIGHT uws Fl. Reg No. 39573 Fl. Reg No. 4106' 20.5 CONTROL 19.0 ELEVATION 17.0 - N � DETENTION 2 POND 1 61 00 BOTTOM POND BANK MAINTENANCE 8't 1222.0 max. 21.0 1 12 J 1 4 Yr m, 17.5 Cil'P - refeiF /0 p/ans/ lNV CONTROL STRUCTURE 18 " CUP RISER PIPE -11.0 TYPICAL LAKE PROFILE - SECTION "C-C" BITUMINOUS COATING REQUIRED. (ANY SUITABLE BITUMINOUS MATERIAL) BITUMINOUS COATED CLASS I CONCRET CORRUGATED GALVANIZED STEEL OR ALUM. CMP 12" 12" NOTE: 1. PLAN SHEETS DEPICT C.A.P.; HOWEVER B.C.C.M.P. MAY BE SUBSTITUTED AT ANY OR ALL LOCATIONS. CONCRETE COLLAR DETAIL N. T. S. NOS MINI CHANNEL DRAIN GRATE W/ U.V. INHIBITOR RECESS CHANNEL a" FROM TOP OF CONCRETE. NOS MINI CHANNEL DLIN SLOPE FINISH GRADE WELL COMPACTED CLEAN SAND FILL / NOS#230 ANCHOR STAKE) C '----COMPACTED SOIL --- B" PAVING S'I'ONIi GRAVEL WALKWAY per BUILDER a' ....WELL COMPACTED ......... CLEAN SAND FILL -- 4' PVCSTUB-OUT 8" ScIA 0 @ 48" O.G. PVC CHANNEL DRAIN DETAIL N. T. S. 12" CATCH BASIN FINISH GRADE-\ FINISH GRADE /- 12" CATCH BASIN YARD DRAIN DETAIL N. T. S. N. T. S. uy �� PAVE RL ARCHITECT OWNER R BRICK or STONE 1" min. BEDDING SAND 12" / 12" MIN. STABILIZED SUBGRADE (LBR 40) ' '/` T (98% COMPACTION ASTM D1557 AND AASHTO T-180) //! STAKED AND ENTRENCHED I " ' ' REFER TO ARCHITECTURAL DRAWINGS V , F NECESSARY STABILIZE w/ ROCK/SHELL (no lime sludge FILL COMPACTED TO FOR STRUCTURE ELEVATIONS HAYBALE a DEPTH or clayey sands) MIXED TO HOMOGENOUS MIXTURE�95% MAX. DENSITY COMPACTED SOIL , iw% ,`j N ED ACCORDING CONTRACTOR SHALL COORDINATE BINDING WIRE IRE TO PREVENT t PIPING ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION. SEDIMENT LADEN FILTERED i RUNOFF RUNOFF SPECIFICATIONS: TYPICAL ' FABRIC: HIGH STRENGTH NYLON REINFORCED VINYL, C ��� HIGH VISIBILITY YELLOW, 22 OZ.YD WEIGHT. A V T �d SECTION �4 ITV CONNECTOR: SNAP HOOKS AND RINGS CONNECT I p`�.I�I S JIrL'1� C JIIL LOAD LINES WITH SLOTTED REINFORCED PVC PIPE FOR FABRIC CLOSURE. OPTIONAL EXTRUDED ALUMINUM CONNECTORS. N ; m e� S. CROSS-SECTION OF A PROPERLY INSTALLED HAYBALE 1 1 MAIN LANDSCAPE BREEZEWAY SWALE CARPORT FLOTATION: 12" EXP NDED POLYSTYRENE OVER RESIDENCE 10' T�T 5' 25' � q q 29 LBS FT BUOYANCY. �� SIDEWALK B BALLAST: S/16" GA,y TNIT)ED CHAIN (( 1.1 L99S//FT. 25.5 25.0 25.0 IN min. 25.0 1% min. �- LOAD LINES: DUAL 5/16" GALVANIZED WIRE 1 f- -� ROPES WITH HEAVY VINYL COATING. C_- INAL GRADE - JI _POINTS A SHOULD BE HIGHER THAN POINT 'B' 6" THICK 3000 PSI (MIN) CONCRETE / PROPER PLACEMENT OF HAYBALE BARRIER IN DRAINAGE WAY TURBIDITY CURTAINS ARE TO REMAIN IN PLACE FOR A PERIOD OF W/ 6X6 10/10 W.W.M. & FIBER - - �--L PVC DRAIN min. 1B'=�-1 NOTES: TIME NOT LESS THAN SEVEN (7) DAYS AFTER WORK HAS BEEN REINFORCEMENT COMPLETED AND TURBIDITY LEVELS ARE EQUAL TO OR BELOW 12" MIN. STABILIZED SUBGRADE yard drain cover PVC SEWER 1. EXCAVATE THE TRENCH BACKGROUND N.T.U. LEVELS. ( ) % ���/;%/�i� _beyond O LBR 40 2. PLACE AND STAKE HAYBALES (98% COMPACTION ASTM D1557 AND AASHTO T-180) -�/!/ /,( 3. WEDGE LOOSE STRAW BETWEEN BALES TYPICAL FLOATING IF NECESSARY STABILIZE w/ ROCK/SHELL (no lime sludge FILL COMPACTED TO or clayey sands) MIXED TO HOMOGENOUS MIXTURE�95% MAX. DENSITY 4. BACKFILL AND COMPACT THE EXCAVATED SOIL TURBIDITY CURTAIN , HAYBALE BARRIER f ..aFy "MAO` TYPICAL BREEZEWAY PROFILE - SECTION "A -A" FILTER FABRIC MATERIAL TYT N. T. S. STEEL OR 7 PAVING SECTION WOOD POST 1V.T.S. SIDEWALK PARKING STALL LANDSCAPE COURT 2� t1 / / 6„ COQUINA SHELL/ CEMENTED LIMEROCK COMPACTED (LBR 100) w/ PARKING STALL DRIVE AISLE 5' S'� TOR �pp p 1 w z , ,,,..� PRIME COAT IN ACCORDANCE WITH STD. SPEC. SEC. 300 OF THE 20' �24' 24.7 !I 23.0 24.0 FLOW ROAD AND BRIDGE SPECS. TO 98% MAX, DENSITY (ASTM D1557)� TO LAKE 22.3 2% min. FINAL GRADE f a ; < 50't max. 1-i;1."� o h s�. , .......FLOW , ,, 6 / %/ - o 12" MIN. STABILIZED SUBGRADE (LBR 40) /'%�'� • /' /! 27.0 20 / o' o o FLOW (98% COMPACTION ASTM D1S57 AND AASHTO T-180) s > . a;Y- , •iiE7.1 1'AAfFSE L . 11 ,. CfL .1.(�1.1 ...11.� FINAL GRADE / a h„ s ,'` ai'G"TE MIN�;N?z" BACKFILLED IF NECESSARY STABILIZE w/ ROCK/SHELL (no lime sludge FILL COMPACTED TO / � // ° TRENCH POND 12 1 �or clayey sands) MIXED TO HOMOGENOUS MIXTURE�98% MAX. DENSITY IN BANK 1 , �.fr, ;,z �, -; G WCCN ACCORDANCE W/ AASHTO T-180 SPPCIFEIACE OVS 100-FOOT MINIMUM 1G0. 5 SP rNGFEN E CONTRACTOR TO VERIFY SUBSURFACE SOIL CONDITIONS ARE SUITABLE 0 �wRPi SOppO� FOR ROADWAY CONSTRUCTION AND IF NOT INCLUDE REMEDY. GRAVEL CONSTRUCTION ISOMETRIC SILT FENCE TYPICAL DRIVEWAY PROFILE - SECTION "B-T ENTRANCE LAYOUT TYPICAL COQUINA SHELL NTS NTS _ 1 0 A D SECTION FILTER FABRIC MATERIAL SECURELY N. T. S. 32 FASTENED TO THE POSTS OR IF USED THE WIRE MESH y c I- GRAVEL BED 12' MIN. PONDING HT. N. T. S. `FILTER FABRIC 20't 12' 20'±- WOOD OR CULVERT CROSSING STEEL POST APPROXIMATELY 8 36" HIGH MAX INCHES OF FILTER FILTER FABRIC NOTES: 2, min 24.0 GRAVEL ENTRANCE FABRIC MATERIAL MUST 2% m/2 23.0 4X max. 4% max. 23.0 h^ INTO EXTENBE TRENCH AND -- 1. FILTER BARRIERS SHALL BE CONSTRUCTED AT THE FOLLOWING LOCATIONS CROSS SECTION a BE ANCHORED TO INTERCEPT AND DETAIN SEDIMENT FROM DISTURBED AREAS DURING s CONSTRUCTION OPERATIONS FROM ENTERING EXISTING WETLANDS, DITCHES, 8 t g't NTS WITH COMPACTED BACKFILL MATERIAL OR RECEIVING WATERS. - - _ - 20.5 - �� � � "� '� A. AT THE PERIMETER OF ALL EXISTING WETLANDS THAT ARE BELOW FINAL GRADE FINAL GRADE RUNOFF DISTURBED AREAS WHERE EROSION COULD OCCUR DURING CONSTRUCTION 22.3 max. 1 1 22.3 max. __- PLACE THE END POST OPERATIONS, AND AT THE LIMITS OF FILL OF EXISTING WETLANDS. \31/- B. AT THE PERIMETER OF ALL INLETS IMMEDIATELY FOLLOWING THE ZZ.O typ. 4 7B.0 4 22.0 /yp. CONSTRUCTION ENTRANCE NOTES: ��\ /� �� INSIDETHEEND POST INSTALLATION AND BACKFILLING OF EACH INLET. BACKFILL or OF THE FIRST FENCE C. AT ALL EXISTING DITCHES THAT TRAVERSE THE PROJECT SITE, A FILTER RE -GRADE EXISTING m ��� / �. HEADWALL per � 1. ENTRANCE MUST EXTEND THE FULL WIDTH OF THE VEHICULAR w �� �/ BARRIER SHALL BE CONSTRUCTED AT THE DOWNSTREAM PROPERTY LINE. P DITCH as indica#ed =^ D. AT ALL OTHER LOCATIONS DEPICTED ON THE PLANS OR AS REQUESTED IN OWNER EXISTING DlT6H ROADWAY AND EGRESS AREA AND WIDE ITS CONNECTION TO THE TYPICAL B T SOD ? �\ �\\ 4"x6" TRENCH THE FIELD BY THE PROJECT ENGINEER. TO REMAIN TYPICAL BOTH SIDES ROADWAY TO ACCOMMODATE THE TURNING RADIUS OF THE LARGE N \�� WITH COMPACTED ROTATE BOTH POSTS AT 2. FLOATING SILT BARRIERS SHALL BE INSTALLED AROUND THE POINT OF VEHICLES. i BACKFILL �- �180 DEGREES - 2. ENTRANCE MUST BE AT LEAST 12" THICK, 100 FEET LONG, AND 32 /�' ' CLOCKWISE DIRECTION I TO CHECKED AND MAINTAINED N A DISCHARGE TO A WATER BODY. ENSURE ADEQUATE FUNCTION UNTIL OBSERVED WATER >6:5 4B' ALUM. CUP FEET WIDE. �� ��' EC£YATION NV CULVERT PIPE 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL WITH THE HE FABRIC SMATERIAL COVER. ENT SURFACES ARE COMPLETE AND ALL SWALED AREAS HAVE GRASS PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR �\\/ LD1F2EC7_IO/V OF 3. IN LIEU OF SEED AND MULCH, SOD ALL AREAS THAT ARE PRONE TO CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. RUNOFF- EXCESSIVE EROSION, INCLUDING AREAS ADJACENT TO CULVERT ENDS, 4. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE WA TEF?S DISCHARGE STRUCTURES, FLUMES, ETC. STANDARD DETAIL DRIVE BOTH POSTS ABOUT 4. PROVIDE 18" MIN. WIDE STRIP OF SOD ADJACENT TO THE EDGE OF ALL NEW )f f) ONTO PUBLIC RIGHT-OF-WAY. �- 10 INCHES INTO THE PAVED SURFACES. CULVERT DITCH CROSSING PROFILE SECTION D-D 5. WHEN WASHING IS REQUIRED, N SHALL R DONE ON AN AREA TRENCH WITH NATIVE GROUND AND BURY FLAP 5. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT WHEN NECESSARY. REMOVED SEDIMENT SHALL BE DEPOSITED SEDIMENT TRAP OR SEDIMENT BASIN. BACKFILL TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE N. T. S. NTS ATTACHING TWO SILT FENCES PERMANENTLY STABILIZED. NTS 6, SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING THE DRAWINGS ARE THE EFFICIENCY. PROPERTY OF THE 1 - J DATE: DATE: T 0. ENGINEER. WHETHER THE ,,�_, t KNIGHT McGUIRE & ASSOCIATES, INC. 2 DESIGNED DSK PROJECT FOR WHICH THEY 7-Q27 ARE MADE IS EXECUTED OR Kn'1a , CONSULTING ENGINEERS AND PLANNERS CESPEDES RESIDENCE MISCELLANEOUS DETAILS DRAWN PMP NOT. COPY OR USE FOR P OTHER PROJECTS IS - ` SHEET PERMITTED ONLY BY �tIz�BEAG sT LucIE COUNTY, FLORIDA &GRADING SECTIONS x CHECKED DSK WRITTEN PERMITTED CONTRACT WITH 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 SCALE AS NOTED THE ENGINEER �^. �' PHONE: (772) 569.5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightMcGuire.com ' UNAUTHORIZED Scott B. McGuire, P.E. David S. Knight, P.E. 40f4 BPROSECUTED PU SIUANT 3 CERTIFICATE OF AUTHORIZATION NUMBER - 00006335 MARK REVISION DATE BY DATE 04-27-2017 ro THE COPYRIGHT uws.:��'; Fl. Reg No. 39573 Fl. Reg No. 41060 DRAINFIELD MAY BE REQUIRED—, TO BE MOUNDED FOLLOWING HEALTH DEPARTMENT ELEVATION REQUIREMENTS per SITE EVALUATION WASHED DRAINFIELD ROCK 1 1/2" NOMINAL SIZE AGGREGATE FINISH GRADE (T.B.D.) y c MAX F r 3 rAN t 36, s -_ _-�e w�r��_ _ , _ K ! rsr o O 4" PERFORATED DRAINAGE PIPE 1 .k L,62TM E TDa. — _ --,— ---_ __— _ =_ or CHAMBERS PER CONTRACTOR PLAN FILTER FABRIC TYPICAL DRAIN BED DETAIL N.T.S. SITE DATA �1W' z APPLICANT/AGENT........... LA PONTECIA II, LLC IO o / 4036 PACAYA CIRCLE BOCA RATON, FL 33487 0mvro"" JOHN NOTORIS i PROTECH PROFESSIONAL SERVICES p. (561) 441-8537 ENGINEE................... DAVID S. KNIGHT, PE, FL. REG. 41060 % KNIGHT, McGUIRE & ASSOCIATES, INC. / 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 (772) 569-5505 civil@knightmcguire.com m ;' SURVEYOR .................. F.R.S. & ASSOC., INC. 1 i 2257 VISTA PARKWAY, SUITE 4 WEST PALM BEACH, FL 33411 p. (561) 478-7178 f. (561) 478-7922 www.frssurvey.com I /% o PROJECT DESCRIPTION....... SINGLE FAMILY RESIDENCE with A PRIVATE GYM FACILITY and PRIVATE HORSE STABLES PROJECT ADDRESS:.......... TO BE DETERMINED I C-24 CANAL RD SECTION 24 - TOWNSHIP 36S - RANGE 38E PARCEL ID No ............. 3224-111-0002-000-2 ZONING: A-5 (AGRICULTURAL) I i ^ PARCEL AREA: 206± AC DEVELOPMENT AREA: 10.5± AC O I jj WATER .................... PRIVATE WELL SEWER .................... ON -SITE SEPTIC FLOOD ZONE ............... X, AS DETERMINED BY ST LUCIE COUNTY FEMA REPRESENTATIVE MAIN RESIDENCE & PRIVATE GYM _Lj PRIVATE RESIDENCE: (4) BEDROOMS with 3,300 SOFT & AN ADDITIONAL 4,280 SOFT Q� & 1,800 SF PRIVATE GYM ^ i ESTIMATED SEWAGE FLOW: 400gpd ' + [60gpd * (4,280/750)] Z % + [60gpd * (1,800/750)] o V M = 886.4gP d DESIGN SEWAGE FLOW: 900gpd O ' REQUIRED DRAINFIELD SIZE: 560 gal/day *W U 1.67 sf-day/gal 8 Qo VA�C6 = 935.2 SOFT DRAINFIELD (bed) �j/ /' ° fF I, (PorNmp/10 f REQUIRED UNOBSTRUCTED AREA: 936 SOFT * 1.5 = 1,872 SOFT V THE DRAWINGS ARE THE PROPERTY 0' THE ice .. DATE: DATE: PROJECT NO. PROJ ENDINEER'FOR TwHEfHEICR THEY THE DESIGNED DSK ECT ;� , - KNIGHT, MCGUIRE & ASSOCIATES, INC. MAR 2 3 201117_027 ARE MACE IS EXECUTED OR DRAWN PMP NOT COPY EC USE FOR KMA CONSULTING ENGINEERS AND PLANNERS CESPEDES RESIDENCE OSTDS PLAN SH Te OTHER PROJECTS IS VERONEACf ` WRITTEN C NTRA BY 80 ROYAL PALM POINTE SUITE 401 VERO BEACH FL 32960 ST LUCIE CONY FLORIDA SEPTIC SYSTEM LAYOUT C CHECKED DSK - �• WRITTEN CONTRACT WITH_ f > HE ENGINEER. PHONE: (772 569-5505 FAX: (772 569-1455 E-MAIL: Civil Kni htMcGuire.com`x SCALE AS NOTED UNAUTHORIZED USE WILL4 ) ) @ g Scott B. McGuire, P.E. David S. Knight, P. 6E PROSECUTED PURSUANT • CERTIFICATE OF AUTHORIZATION NUMBER - 00006335 }"' ';. 1 f 1 MARK REVISION DATE BY DATE 03-16-17 TO THE COPYRIGHT uws. Fl. Reg No. 39573 Fl. Reg No. 41060 C PARTITION LEGEND TTT TYP. EXTERIOR WALL - 5/8" STUCCO ON 8" CONC. BLOCK ll J1 1u W1� L EXTERIOR SIDE. 5/8" GYP. BD. SMOOTH FINISH ON R-7 FOIL BACK RIGID INSULATION ON 1" PT WD. FURRING ® 24" O.C. INTERIOR SIDE, PAINT BOTH SIDES TYPICAL INTERIOR PARTITION WALL - 5/8" GYP. BD. SMOOTH FINISH EACH SIDE ON 3 5/8" METAL STUDS (25 GA. MIN) ® 24" O.C. W/P.T. BOT. PLATE, PAINTED. TYPICAL SOUND PARTITION - 5/8" GYP. BD. SMOOTH FINISH EACH SIDE ON 3 5/8" METAL STUDS (25 GA. MIN) 0 24" O.C. WITH 3-1/2" BATT INSULATION, W/P.T. BOT. PLATE, PAINTED. TYP. 42" HI. EXTERIOR GUARD WALL - 5/8" STUCCO ON 8" CONIC. BLOCK, SMOOTH FINISH, PAINT BOTH SIDES. SLOPE CAP TO EXTERIOR Ya", SYMBOLS LEGEND ® NEW DOOR SYMBOL NEW WINDOW SYMBOL Pc ELEVATION MARK i 4 <c.g 2 INTERIOR ELEVATION MARK 3 X ELEVATION TARGET X SECTION MARK KEYNOTES OA 36" HT, 24" DEEP BASE CABINETS WIDTHS VARY. SEE PLANS BO 36" HT KITCHEN ISLAND/ BAR O24"x48" ATTIC ACCESS W/PULLDOWN LADDER, PROVIDE 100 S.F. AREA OF 5/8" PLYWOOD AROUND ATTIC ACCESS FOR STORAGE SUPPORT DO SINK WITH DISPOSAL EO FULL HT TILE BACKSPLASH, TYPICAL FO TRIMMED OPENING GO 12" DEEP UPPER CABINETS O PRE-FAB WATERPROOFED SHAMPOO CUBBY O 30" H 24" DEEP BASE CABINET - MAKE UP CPUNTER O PROVIDE BLOCKING AS REQUIRED FOR ART WORK OSHOWER AND TUB AREA TO HAVE FULL HEIGHT TILE SURROUNDS TO CEILING, PROVIDE GREEN BOARD AND RED PAINT WATERPROOF AS REQ'D. O SHOWER BENCH. SIZE VARIES. REFER TO FLOOR PLAN. WATER PROOF AND SLOPE AS REQUIRED. O RECESSED MEDICINE CABINET O TEMPERED GLASS FRAME -LESS SHOWER ENCLOSURE OGAS FIRE PLACE W TV ABOVE. STONE VENEER AND CUSTOM MANTLE. REFER TO IE pO 24" HT WALL WITH TEMPERED GLASS SHOWER ENCLOSURE ABOVE ®PROVIDE BLOCKING FOR PLASMA SCREEN TV, & OUTLET & CABLE CONNECTION 05'-0" A.F.F. COORDINATE LOCATION IN FIELD WITH HOMEOWNER. O ALUMINUM DRYER VENT O SUMMER KITCHEN BUILT-IN. STL MT STUDS WITH DURAROCK AND STUCCO OINSTALL TANKLESS WATER HEATER WITH THERMOSTATIC CONTROL VALVES FOR HOT WATER AS REQUIRED. O TOILET PAPER HOLDER O TOWEL BAR W BEVELED MIRROR X BUILT-IN WINDOW SEAT WITH STORAGE BELOW. REFER TO I.E. Y CUSTOM BUILT -OUT CLOSET SYSTEM/SHELVES Z CUSTOM BUILT-IN. REFER TO INTERIOR ELEVATIONS AA PERMANENT SCREEN SLIDING DOORS AND PANELS AT PORCH BB TV IN MIRROR C BATHROOMS CC MISTING SYSTEM ® SUMMER KITCHEN FLOOR PLAN NOTES 1. GLAZING WITHIN 36" HORIZONTALLY AND 60" VERTICALLY OF SHOWERS/TUBS SHALL BE CAT. II SAFETY GLASS PER 2405.2 FBC. 2. GLAZING ON EXT. DOORS AND SIDELIGHTS SHALL BE CAT. II SAFETY GLASS AS PER 2411.3.1.3. FBC. 3. SHOWERS/TUBS SHALL HAVE FLOORS AND WALLS TO 70" OF NON -ABSORBENT MATERIALS AS PER 1204.3 FBC. 4. WALL HUNG FIXTURES AND CABINETS SHALL BE SUPPORTED AS PER 2510.5 FBC. 20 GA MTL STUDS 0 16" O.C. W/ HORIZ. REINF. 5. BUILDING SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST TERMITES AS PER 1816.1.7 FBC. 6. MIN. CEILING HEIGHT SHALL BE 7'-0" AS PER 1203.2.6 FBC. 7. PROVIDE GROUTED CELL OR COLUMN AT BEARING POINT OF EACH GIRDER TRUSS. 8. ALL EGRESS WINDOWS TO COMPLY WITH F.B.C. AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" WIDE X 24" HIGH AND 5.7 SQ. FT. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABV. THE FLOOR. 9. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM THE INSIDE OF THE CLOSET. 10. EVERY BATHROOM DOOR LATCH SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. 11. EVERY SLEEPING ROOM SHALL HAVE AN EMERGENCY ESCAPE AND RESCUE OPENING AT A MAXIMUM HEIGHT OF 44" TO SILL. FBC R310.1 ALSO READ NOTE #8 THIS SHEET. 12. OPERABLE WINDOWS WITH A SILL LESS THAN 36" A.F.F.,WHERE THE FLOOR HAS A DROP OFF MORE THAN 4'-0", REQUIRE SAFEGUARDS AT NOT LESS THAN 42" IN HEIGHT (CHECK FOR REQUIRED ESCAPE OPENING DIMENSIONS WHEN THIS CONDITION) FBC 2411.4.1 13. ALL PRE -FABRICATED BUILDING ELEMENTS TO HAVE ENGINEERED SHOP DWGS. SUBMITTED TO THE VILLAGE OF PINECREST BLDG. DEPT. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION & INSTALLATION. NOTES TO CONTRACTOR 1. GLAZING IN WINDOWS AND DOORS, FIXED GLASS, ETC. SHALL BE IMPACT RESISTANT OR COMPLY SFBCR SECTION 4410.4 2. IF STORM SHUTTERS ARE USED, THEY SHALL BE APPROVED BY PRODUCT CONTROL SECTION AND SHALL BEAR THE NAME OF THE COMPANY GRAVED IN EVERY SECTION OF THE SYSTEM. (COMPLY WITH SECTION 4410.4 SFBCR 3. WHEN OUTLETS ARE IN BACK -SPLASH, COORDINATE COLOR TO MATCH, TYP. 4. ALL CABINET BOXES TO BE CONSTRUCTED OF PLYWOOD. NO PARTICLE BOARD CABINET BOXES. FLOOR PLAN SCALE: 3/16" = 1'-0" NORTH I TUB RM O 0 EQUIPMENT OO CO rI` / ho M ' (] 0 L HALL 13'0 CLG. BATHROOM ® 0 EQUIPMENT I 0 0 0 0 TRACK/FIELD 13'0 CLG. 0 0 0 0 0 0 0 0 REFLECTED CEILING PLAN SCALE: 3/16" Ou OO OO M/1 NORTH FINNVOLD ARCHITECTURE, INC. FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #S- SF-1152 2 G & Well # 51 2.&2,79 Date: y I9 l7 54-2� Slo Reviewer: BATTING CAGE 16'0 CLG. COVER LIGHTS FOR PROTECTION NET IS 12'HIGH 0 8000 N. FEDERAL HWY. SUITE 118 BOCA RATON, FL 3 3 4 8 7 P. 561 306 4286 F. 561 953 5210 LICENSE # A A 26002586 ALL DESIGNS AND DETAILS INDICATED OR REPRESENTED BY THIS DRAWING ARE FOR THE USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT, THIS IS THE PROPERTY OF FINNVOLD ARCHITECTURE. INC. AND SHALL NOT BE USED OR REPRODUCED WHOLE OR IN PART WITH - OUT WRITTEN PERMISSION OR BE LIABLE FOR THE FULLEST LEGAL RECOURSE. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF THE WORK. NEW RESIDENCE FOR MR. CESPEDES PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD SAINT LUCIE COUNTY 2.27.17 1701 REVISIONS PROGRESS SET CONSULTANTS GYM AND BATTING CAGE coe'� ■ I- — II I I I I I I I I I I I I I I I I I I I I I I I I I I (1) CAR GARAGE FIN. scALm FL caNCReTc F LI L � PROVIDE STUCCO GARAGE WAILS, STUCCO GARAGE CEING WlH ICYNENE AND MASONRY GARAGE NOTES PROVIDE SIGN TO READ 'DANGER' DO GRIT OPERATE ENGINES W/ DOOR CLOSED, CARBON MONOIODE EMISSION IS IEWIAL IT, BLOCKS BITS TO P-O' FLOCK RAINSTOP SM1.- , , „ , w - OPEN CARPORT FlN. FL scAtm ca+cRCTc 3'-2 — — — — — — — — — — — — — — — — — — _ — — — — — — 14_0�,--___-- 14 _0--—___----14,-0�- FINISH (T CAL) N O R TH FLOOR PLAN SCALE: 3/16" = 1'-0" REFLECTED CEILING PLANE SCALE: 3/16" = 1'-0" ROOF PLAN I y. (1) CAR G RAGE FlN. FL scum CMN RM F---- L PROVIDE STUCCO WAGE WI STUCCO GARAGE CEILING WITH ICYMNE AND MASONRY FOAM INSULATION[ IN BLOCK WAUS GARAGE NOTES PROVIDE SIGN TO READ 'DANGER' DO NOT OPERATE ENGINES W/ DOOR CLOSED, CARBON MONOADE EMISSION IS EEIIAL Ef: NNE OF GARAGE DOOR IN OPEN PUSIVON (1) 16'1I8'LOR .O(7(ARAGVENRARTS TBE IN I'-C IF 3'-2" 9'_0" 03-D101 S-2" 4:12/FT SLOPE-- N PAVERS (BY OTHERS) FOR DRIVEWAY AND PARKING AREA DRIVEWAY CONTRACTOR TO PROVIDE SPECS AND DETAILS. DESIGN, FINISHES AND TYPE OF PAVERS, SHALL BE SELECTED BY OWNER. 2" MAX. LEVELING SAND BED 6" THICK CRUSHED LIMEROCK 95% DENSITY COMPACTED SUB -BASE PAVER DETAIL SCALE: N.T.S. 8"X8" CONC. CURB W/ 1#5 AT PERIMETER MORTAR AT PERIMETER --A • NOTE: EDGES OF PAVING TO BE SET IN CONC. SO THAT CONC. IS NOT VISIBLE (1) #5 THICKENED EDGE, TYP. PAD EDGE DETAIL L SCALE: N.T.S. FINNVOLD ARCHITECTURE, INC. PARTITION LEGEND TYP. EXTERIOR WALL — 5/8" STUCCO ON 8" CONIC. BLOCK EXTERIOR SIDE. 5/8" GYP. BD. SMOOTH FINISH ON R-7 FOIL BACK RIGID INSULATION ON 1" PT VIVID. FURRING ® 24" O.C. INTERIOR SIDE, PAINT BOTH SIDES TYPICAL INTERIOR PARTITION WALL — 5/8" GYP. BD. SMOOTH FINISH EACH SIDE ON 3 5/8" METAL STUDS (25 GA. MIN) 0 24" O.C. W/P.T. BOT. PLATE, PAINTED. TYPICAL SOUND PARTITION — 5/8" GYP. BD. SMOOTH FINISH EACH SIDE ON 3 5/8" METAL STUDS (25 GA. MIN) 0 24" O.C. WITH 3-1/2" BATT INSULATION, W/P.T. BOT. PLATE, PAINTED. TYP. 42" HI. EXTERIOR GUARD WALL — 5/8" STUCCO ON 8" CONC. BLOCK, SMOOTH FINISH, PAINT BOTH SIDES. SLOPE CAP TO EXTERIOR Y4". SYMBOLS LEGEND ® NEW DOOR SYMBOL /♦y�\ NEW WINDOW SYMBOL ELEVATION MARK 4 PaA 2 INTERIOR ELEVATION MARK 3 X ELEVATION TARGET X SECTION MARK FLOOR PLAN NOTES 1. GLAZING WITHIN 36" HORIZONTALLY AND 60" VERTICALLY OF SHOWERS/TUBS SHALL BE CAT. II SAFETY GLASS PER 2405.2 FBC. 2. GLAZING ON EXT. DOORS AND SIDEUGHTS SHALL BE CAT. II SAFETY GLASS AS PER 2411.3.1.3. FBC. 3. SHOWERS/TUBS SHALL HAVE FLOORS AND WALLS TO 70" OF NON —ABSORBENT MATERIALS AS PER 1204.3 FBC. 4. WALL HUNG FIXTURES AND CABINETS SHALL BE SUPPORTED AS PER 2510.5 FBC. 20 GA MTL STUDS 0 16" O.C. W/ HORIZ. REINF. 5. BUILDING SHALL HAVE PRE —CONSTRUCTION TREATMENT PROTECTION AGAINST TERMITES AS PER 1816.1.7 FBC. 6. MIN. CEENG HEIGHT SHALL BE 7'-0" AS PER 1203.2.6 FBC. 7. PROVIDE GROUTED CELL OR COLUMN AT BEARING POINT OF EACH GIRDER TRUSS. 8. ALL EGRESS WINDOWS TO COMPLY WITH F.B.C. AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE. INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" WIDE X 24" HIGH AND 5.7 SQ. FT. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABV. THE FLOOR. 9. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM THE INSIDE OF THE CLOSET. 10. EVERY BATHROOM DOOR LATCH SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. 11, EVERY SLEEPING ROOM SHALL HAVE AN EMERGENCY ESCAPE AND RESCUE OPENING AT A MAXIMUM HEIGHT OF 44" TO SILL. FBC R310.1 ALSO READ NOTE #8 THIS SHEET. 12. OPERABLE WINDOWS WITH A SILL LESS THAN 36" A.F.F.,WHERE THE FLOOR HAS A DROP OFF MORE THAN 4'-0", REQUIRE SAFEGUARDS AT NOT LESS THAN 42" IN HEIGHT (CHECK FOR REQUIRED ESCAPE OPENING DIMENSIONS WHEN THIS CONDITION) FBC 2411.4.1 13. ALL PRE —FABRICATED BUILDING ELEMENTS TO HAVE ENGINEERED SHOP DWGS. SUBMITTED TO THE VILLAGE OF PINECREST BLDG. DEPT. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION & INSTALLATION. NOTES TO CONTRACTOR 1. GLAZING IN WINDOWS AND DOORS, FIXED GLASS, ETC. SHALL BE IMPACT RESISTANT OR COMPLY SFBCR SECTION 4410.4 2. IF STORM SHUTTERS ARE USED, THEY SHALL BE APPROVED BY PRODUCT CONTROL SECTION AND SHALL BEAR THE NAME OF THE COMPANY GRAVED IN EVERY SECTION OF THE SYSTEM. (COMPLY WITH SECTION 4410.4 SFBCR 3. WHEN OUTLETS ARE IN BACK -SPLASH, COORDINATE COLOR TO MATCH, TYP. 4. ALL CABINET BOXES TO BE CONSTRUCTED OF PLYWOOD. NO PARTICLE BOARD CABINET BOXES. 8000 N. FEDERAL HWY. SUITE 118 BOCA RATON, FL 3 3 4 8 7 P. 561 306 4286 F. 561 953 5210 LICENSE # A A 26002586 ALL DESIGNS AND DETAILS INDICATED OR REPRESENTED BY THIS DRAWING ARE FOR THE USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT, THIS IS THE PROPERTY OF FINNVOLD ARCHITECTURE, INC. AND SHALL NOT BE USED OR REPRODUCED WHOLE OR IN PART WITH -OUT WRITTEN PERMISSION OR BE LIABLE FOR THE FULLEST LEGAL RECOURSE. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF THE WORK. NEW RESIDENCE FOR MR. CESPEDES PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD SAINT LUCIE COUNTY 2.27.17 1701-03 REVISIONS PROGRESS SET 50% CONSULTANTS GARAGEAND CARPORT, SCALE: 3/16" = 1'-0" ■ PARTITION LEGEND TYP. EXTERIOR WALL - 5/8" STUCCO ON 8" CONC. BLOCK EXTERIOR SIDE. 5/8" GYP. BD. SMOOTH FINISH ON R-7 FOIL BACK RIGID INSULATION ON 1" PT WD. FURRING ® 24" O.C. INTERIOR SIDE, PAINT BOTH SIDES TYPICAL INTERIOR PARTITION WALL - 5/8" GYP. BD. SMOOTH FINISH EACH SIDE ON 3 5/8" METAL STUDS (25 GA. MIN) ® 24" O.C. W/P.T. BOT. PLATE, PAINTED. TYPICAL SOUND PARTITION - 5/8" GYP. BD. SMOOTH FINISH EACH SIDE ON 3 5/8" METAL STUDS (25 GA. MIN) ® 24" O.C. WITH 3-1/2" BATT INSULATION, W/P.T. BOT. PLATE, PAINTED. TYP. 42" HI. EXTERIOR GUARD WALL - 5/8" STUCCO ON 8" CONC. BLOCK, SMOOTH FINISH, PAINT BOTH SIDES. SLOPE CAP TO EXTERIOR Y4". SYMBOLS LEGEND ® NEW DOOR SYMBOL NEW WINDOW SYMBOL Pc ELEVATION MARK 4 < c.y 2 INTERIOR ELEVATION MARK 3 xx ELEVATION TARGET SECTION MARK KEYNOTES O36" HT, 24" DEEP BASE CABINETS WIDTHS VARY. SEE PLANS BO 36" HT KITCHEN ISLAND/ BAR O24"x48" ATTIC ACCESS W/PULLDOWN LADDER, PROVIDE 100 S.F. AREA OF 5/8" PLYWOOD AROUND ATTIC ACCESS FOR STORAGE SUPPORT O SINK WITH DISPOSAL O FULL HT TILE BACKSPLASH, TYPICAL O TRIMMED OPENING O 12" DEEP UPPER CABINETS O PRE-FAB WATERPROOFED SHAMPOO CUBBY O 30" H 24" DEEP BASE CABINET - MAKE UP CPUNTER O PROVIDE BLOCKING AS REQUIRED FOR ART WORK KOSHOWER AND TUB AREA TO HAVE FULL HEIGHT TILE SURROUNDS TO CEILING, PROVIDE GREEN BOARD AND RED PAINT WATERPROOF AS REQ'D. O SHOWER BENCH. SIZE VARIES. REFER TO FLOOR PLAN. WATER PROOF AND SLOPE AS REQUIRED. O RECESSED MEDICINE CABINET O TEMPERED GLASS FRAME -LESS SHOWER ENCLOSURE OGAS FIRE PLACE W TV ABOVE. STONE VENEER AND CUSTOM MANTLE. REFER TO IE PO 24" HT WALL WITH TEMPERED GLASS SHOWER ENCLOSURE ABOVE OPROVIDE BLOCKING FOR PLASMA SCREEN TV, & OUTLET & CABLE CONNECTION 05'-0" A.F.F. COORDINATE LOCATION IN FIELD WITH HOMEOWNER. O ALUMINUM DRYER VENT 0 SUMMER KITCHEN BUILT-IN. STL MT STUDS WITH OURAROCK AND STUCCO OINSTALL TANKLESS WATER HEATER WITH THERMOSTATIC CONTROL VALVES FOR HOT WATER AS REQUIRED. O TOILET PAPER HOLDER OV TOWEL BAR W BEVELED MIRROR X BUILT-IN WINDOW SEAT WITH STORAGE BELOW. REFER TO I.E. Y CUSTOM BUILT -OUT CLOSET SYSTEM/SHELVES OCC CUSTOMBUILT-IN. REFER TO INTERIOR ELEVATIONS PERMANENT SCREEN SLIDING DOORS AND PANELS AT PORCH TV IN MIRROR ® BATHROOMS MISTING SYSTEM ® SUMMER KITCHEN FLOOR PLAN NOTES 1. GLAZING WITHIN 36" HORIZONTALLY AND 60" VERTICALLY OF SHOWERS/TUBS SHALL BE CAT. II SAFETY GLASS PER 2405.2 FBC. 2. GLAZING ON EXT. DOORS AND SIDELIGHTS SHALL BE CAT. II SAFETY GLASS AS PER 2411.3.1.3. FBC. 3. SHOWERS/TUBS SHALL HAVE FLOORS AND WALLS TO 70" OF NON -ABSORBENT MATERIALS AS PER 1204.3 FBC. 4. WALL HUNG FIXTURES AND CABINET'S SHALL BE SUPPORTED AS PER 2510.5 FBC. 20 GA MTL STUDS @ 16" O.C. W/ HORIZ. REINF. 5. BUILDING SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST TERMITES AS PER 1816.1.7 FBC. 6. MIN. CEILING HEIGHT SHALL BE 7'-0" AS PER 1203.2.6 FBC. 7. PROVIDE GROUTED CELL OR COLUMN AT BEARING POINT OF EACH GIRDER TRUSS. 8. ALL EGRESS WINDOWS TO COMPLY WITH F.B.C. AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" WIDE X 24" HIGH AND 5.7 SQ. FT. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABV. THE FLOOR. 9. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM THE INSIDE OF THE CLOSET. 10. EVERY BATHROOM DOOR LATCH SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. 11. EVERY SLEEPING ROOM SHALL HAVE AN EMERGENCY ESCAPE AND RESCUE OPENING AT A MAXIMUM HEIGHT OF 44" TO SILL. FBC R310.1 ALSO READ NOTE #8 THIS SHEET. 12. OPERABLE WINDOWS WITH A SILL LESS THAN 36" A.F.F.,WHERE THE FLOOR HAS A DROP OFF MORE THAN 4'-0", REQUIRE SAFEGUARDS AT NOT LESS THAN 42" IN HEIGHT (CHECK FOR REQUIRED ESCAPE OPENING DIMENSIONS WHEN THIS CONDITION) FBC 2411.4.1 13. ALL PRE -FABRICATED BUILDING ELEMENTS TO HAVE ENGINEERED SHOP DWGS. SUBMITTED TO THE VILLAGE OF PINECREST BLDG. DEPT. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION & INSTALLATION. NOTES TO CONTRACTOR 1. GLAZING IN WINDOWS AND DOORS, FIXED GLASS, ETC. SHALL BE IMPACT RESISTANT OR COMPLY SFBCR SECTION 4410.4 2. IF STORM SHUTTERS ARE USED, THEY SHALL BE APPROVED BY PRODUCT CONTROL SECTION AND SHALL BEAR THE NAME OF THE COMPANY GRAVED IN EVERY SECTION OF THE SYSTEM. (COMPLY WITH SECTION 4410.4 SFBCR 3. WHEN OUTLETS ARE IN BACK -SPLASH, COORDINATE COLOR TO MATCH, TYP. 4. ALL CABINET BOXES TO BE CONSTRUCTED OF PLYWOOD. NO PARTICLE BOARD CABINET BOXES. 17'-4" FLOOR PLAN SCALE: 3/16" = 1'-0" mm REFLECTED CEILING PLAN SCALE: 3/16" = 1'-0" FLOOR PLAN SCALE: 3/16" = 1'-0" m. ■ EXTERIOR ELEVATIONS NORTH ELEVATION SCALE: 3/16" = 1'-0" EAST ELEVATION SCALE: 3/16" = 1'-0" WEST ELEVATION SCALE: 3/16" = 1'-0" SOUTH ELEVATION SCALE: 3/16" = 1'-0" FINNVOLD ARCHITECTURE, INC. 8000 N. FEDERAL HWY. SUITE 118 BOCA RATON, FL 33487 P. 561 306 4286 F. 561 953 5210 LICENSE # A A 26002586 ALL DESIGNS AND DETAILS INDICATED OR REPRESENTED BY THIS DRAWING ARE FOR THE USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS IS THE PROPERTY OF FINNVOLD ARCHITECTURE, INC. AND SHALL NOT BE USED OR REPRODUCED WHOLE OR IN PART WITH - OUT WRITTEN PERMISSION OR BE LIABLE FOR THE FULLEST LEGAL RECOURSE. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF THE WORK. 11 INSULATION VALUES CONC. BLOCK WALLS EXTERIOR R-4.1 CONC. BLOCK WALLS ADJASCENT R-4.1 GARAGE- CEILING AND WALL R-19 ROOF - CLG. UNDER ATTIC (VENTED) R-30 (MIN. INSULATION AS PER ENERGY CALCS.) NEW RESIDENCE FOR MR. CESPEDES PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD SAINT LUCIE COUNTY 2.27.17 1701 REVISIONS PROGRESS SET CONSULTANTS POOL PAVILION FLOOR PLAN AND ELEVATIO Z PARTITION LEGEND TYP. EXTERIOR WALL — 5/8" STUCCO ON 8" CONIC. BLOCK 11_L1J_L.LLLJ_L1ILLLL EXTERIOR SIDE. 5/8" GYP. BD. SMOOTH FINISH ON I FOIL BACK RIGID INSULATION ON 1" PT WD. FURRING ® 24" O.C. INTERIOR SIDE, PAINT BOTH SIDES TYPICAL INTERIOR PARTITION WALL - 5/8" GYP. BD. SMOOTH FINISH EACH SIDE ON 3 5/8" METAL STUDS (25 GA. MIN) ® 24" O.C. W/P.T. BOT. PLATE, PAINTED. TYPICAL SOUND PARTITION - 5/8" GYP. BD, SMOOTH FINISH EACH SIDE ON 3 5/8" METAL STUDS (25 GA. MIN) ® 24" O.C. WITH 3-1/2" BATT INSULATION, W/P.T. BOT. PLATE, PAINTED. TYP. 42" HI. EXTERIOR GUARD WALL - 5/8" STUCCO ON 8" CONIC. BLOCK, SMOOTH FINISH, PAINT BOTH SIDES. SLOPE CAP TO EXTERIOR Y4"• SYMBOLS LEGEND ® NEW DOOR SYMBOL NEW WINDOW SYMBOL Pc. ELEVATION MARK 1 4 <Pc.6 2 INTERIOR ELEVATION MARK 3 Xx ELEVATION TARGET llil�SECTION MARK KEYNOTES O36" HT, 24" DEEP BASE CABINETS WIDTHS VARY. SEE PLANS BO 36" HT KITCHEN ISLAND/ BAR O24"X48" ATTIC ACCESS W/PULLDOWN LADDER, PROVIDE 100 S.F. AREA OF 5/8" PLYWOOD AROUND ATTIC ACCESS FOR STORAGE SUPPORT DO SINK WITH DISPOSAL EO FULL HT TILE BACKSPLASH, TYPICAL FO TRIMMED OPENING 12" DEEP UPPER CABINETS O PRE-FAB WATERPROOFED SHAMPOO CUBBY O 30" H 24" DEEP BASE CABINET - MAKE UP CPUNTER O PROVIDE BLOCKING AS REQUIRED FOR ART WORK OSHOWER AND TUB AREA TO HAVE FULL HEIGHT TILE SURROUNDS TO CEILING, PROVIDE GREEN BOARD AND RED PAINT WATERPROOF AS REQb. LO SHOWER BENCH. SIZE VARIES. REFER TO FLOOR PLAN, WATER PROOF AND SLOPE AS REQUIRED. O RECESSED MEDICINE CABINET O TEMPERED GLASS FRAME -LESS SHOWER ENCLOSURE OGAS FIRE PLACE W TV ABOVE. STONE VENEER AND CUSTOM MANTLE. REFER TO IE O 24" HT WALL WITH TEMPERED GLASS SHOWER ENCLOSURE ABOVE OPROVIDE BLOCKING FOR PLASMA SCREEN TV, & OUTLET & CABLE CONNECTION 05'-0" A.F.F. COORDINATE LOCATION IN FIELD WITH HOMEOWNER. O ALUMINUM DRYER VENT SO SUMMER KITCHEN BUILT-IN. STL MT STUDS WITH DURAROCK AND STUCCO OINSTALL TANKLESS WATER HEATER WITH THERMOSTATIC CONTROL VALVES FOR HOT WATER AS REQUIRED. O TOILET PAPER HOLDER OV TOWEL BAR W BEVELED MIRROR X BUILT-IN WINDOW SEAT WITH STORAGE BELOW. REFER TO I.E. Y CUSTOM BUILT -OUT CLOSET SYSTEM/SHELVES LAAPER,MA,NENT M BUILT-IN. REFER TO INTERIOR ELEVATIONS SCREEN SLIDING DOORS AND PANELS AT PORCH MIRROR 0 BATHROOMS SYSTEM 0 SUMMER KITCHEN FLOOR PLAN NOTES 1. GLAZING WITHIN 36" HORIZONTALLY AND 60" VERTICALLY OF SHOWERS/TUBS SHALL BE CAT. II SAFETY GLASS PER 2405.2 FBC. 2. GLAZING ON I DOORS AND SIDELIGHTS SHALL BE CAT. II SAFETY GLASS AS PER 2411.3.1.3. FBC. 3. SHOWERS/TUBS SHALL HAVE FLOORS AND WALLS TO 70" OF NON -ABSORBENT MATERIALS AS PER 1204.3 FBC. 4. WALL HUNG FIXTURES AND CABINETS SHALL BE SUPPORTED AS PER 2510.5 FBC. 20 GA I STUDS 0 16" O.C. W/ HORIZ. REINE 5. BUILDING SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST TERMITES AS PER 1816.1.7 FBC. 6. MIN. CEIUNG HEIGHT SHALL BE 7'-0" AS PER 1203.2.6 FBC. 7. PROVIDE GROUTED CELL OR COLUMN AT BEARING POINT OF EACH GIRDER TRUSS. 8. ALL EGRESS WINDOWS TO COMPLY WITH F.B.C. AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" WIDE X 24" HIGH AND 5.7 SQ. FT. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABV. THE FLOOR. 9. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM THE INSIDE OF THE CLOSET. 10. EVERY BATHROOM DOOR LATCH SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. 11. EVERY SLEEPING ROOM SHALL HAVE AN EMERGENCY ESCAPE AND RESCUE OPENING AT A MAXIMUM HEIGHT OF 44" TO SILL. FBC R310.1 ALSO READ NOTE #8 THIS SHEET. 12. OPERABLE WINDOWS WITH A SILL LESS THAN 36" A.F.F.,WHERE THE FLOOR HAS A DROP OFF MORE THAN 4'-0", REQUIRE SAFEGUARDS AT NOT LESS THAN 42" IN HEIGHT (CHECK FOR REQUIRED ESCAPE OPENING DIMENSIONS WHEN THIS CONDITION) FBC 2411.4.1 13. ALL PRE -FABRICATED BUILDING ELEMENTS TO HAVE ENGINEERED SHOP DWGS. SUBMITTED TO THE VILLAGE OF PINECREST BLDG. DEPT. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION & INSTALLATION. NOTES TO CONTRACTOR 1. GLAZING IN WINDOWS AND DOORS, FIXED GLASS, ETC. SHALL BE IMPACT RESISTANT OR COMPLY SFBCR SECTION 4410.4 2. IF STORM SHUTTERS ARE USED, THEY SHALL BE APPROVED BY PRODUCT CONTROL SECTION AND SHALL BEAR THE NAME OF THE COMPANY GRAVED IN EVERY SECTION OF THE SYSTEM. (COMPLY WITH SECTION 4410.4 SFBCR 3. WHEN OUTLETS ARE IN BACK -SPLASH, COORDINATE COLOR TO MATCH, TYP. 4. ALL CABINET BOXES TO BE CONSTRUCTED OF PLYWOOD. NO PARTICLE BOARD CABINET BOXES. OUTDOOR GREEN •, ,C.U. 4 C.U.InIRRI�IIRRRRRRIR1uI—nRRD_= RIEFDt �_ ='■�_PREW/ L C 1% "No ==:Alll11111111 IIIIIIIIIIIIIID NO ® Fw r T-122 W-122 WIC ,TONE V Vim/ `- `-'O ® O L---WO D FlAOR U — r r D121 — MASTER BATHDIVERIM Ir 1I STONE FL I I I I I 110 CLG. 2Y Dim �20 F N SUITE L_10,6 ----------- 1� -- I CLG. FMASTER WOOD O CLG. um 11J25 0 CLG. Li--- Y W.I.C. I Y 10'0 CLG. -- ----------------------� I OD FLOO I Y A I I I II II W.I.C. Y O WOOD FLOOR D119 I I I 11'D CLG. �I L- I L---------- - - - - - - - - - - - - - 10'0 CLG. - ; L___J o 0 ________________________________ O z TV/FP O z FIRE O PLACE �\TAIRS I I STORAGEII I W0 \ STONE FL O 0 C T-mD w-1oo `\ Dtm I LIWOODVING III I OPEN 2 STDRT \\ f25.5 UGHH 1NAw FIR D101 EXPO ED WPOD COV. ENTRY FOYER `\ I'I 0 11 BEAMS WOOD FLOOR VAULTED Ci I Vo CLG. EXPOSED WOOD ONO. AIXt VR- // I / I / I w-tot w-tot / I - - - - - - - - - - / T-toz w-toz fl VIP GUEST I C FLOOR D CLG. RIIIIIIIIII11111111111111111 � IIIIIIIII1111111111111111111111111111 \ / 1 0 I / \ T-105 W-105 J \ I / \ 1 / \ W-106 Lgj � w-1E r FI ST FLOOR PLAN SCALE: 3/16" = 1'-0" \�11 ■ I 1 I I I I I I _L _— r-----------I Y PORCH I STONE FLOOR VARIES CLG. d-6" 25.0 NAVD) I I I I FL 6PORCH I I I I I I I I I I I I I li I I I I I noel I I I I I I I I I I I I I I I I I I I II I I I I D705 r III DINING ROOM III WOOD FLOOR TT&D WRS III SDECORATIVE RAFTE BAR WOOD FLO R BO I I 1 -------------------------------------------- 9'0 SOFFIT F I\ HALL `\ MODULAR WINE RACK STONE FLOOR TEMP OPERABLE FRAME \ LESS GLASS DOOR ALL J z Wo — — — — 0 s/H0°K VEST E \ KITCHEN /MAGN C D113 11'0 CLG. \\ LCLCG STONE FLOOR \ VAULTED 2 I16 URE \ LEVATOR E D11z o \ < 01 -------- — --- O ' _ IDRY iMill PANTRY STONE FLOOR / -- %-- O 11110 OLD.— O O o w-toe w-to9 IZ43 11111(� �IIIIIIIIIIIIIIIIIII0111111111111111111 1 � i FINNVOLD ARCHITECTURE, INC. 8000 N. FEDERAL HWY. SUITE 118 BOCA RATON, FL 3 3 4 8 7 INSULATION VALUES CONIC. BLOCK WALLS EXTERIOR R-4.1 CONIC. BLOCK WALLS ADJASCENT R-4.1 GARAGE- CEILING AND WALL R-19 ROOF - Cl UNDER ATTIC (VENTED) R-30 (MIN. INSULATION AS PER ENERGY CALCS) POOL DECK ------------------- --------------------------- ---------------------------UM------- -------------- PORCH STONE FLOOR VAULTED CLG FN,LAVO)ORCH DID-4)0� II II i / / / / / / / / / / / ----------------- / �{AMILY , I STONE FLOOR VAULTED CLG \ \ \ / c / I W-114 T-114 / ` / I Y I SUMMER j KITCHEN/BBQI AREA STONE FLOOR VAULTED CLG/ N. FL GPORCN w-11J T-113 \ EEM 1561 306 4286 1561 953 5210 LICENSE # A A 26002586 ALL DESIGNS AND DETAILS INDICATED OR REPRESENTED BY THIS DRAWING ARE FOR THE USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS IS THE PROPERTY OF FINNVOLD ARCHITECTURE, INC. AND SHALL NOT BE USED OR REPRODUCED WHOLE OR IN PART WITH -OUT WRITTEN PERMISSION OR BE LIABLE FOR THE FULLEST LEGAL RECOURSE. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF THE WORK. NEW RESIDENCE FOR MR. CESPEDES PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD SAINT LUCIE COUNTY 2.27.17 1701 REVISIONS PROGRESS SET CONSULTANTS 1 ST. FLOOR PLAN W NOTES ■ PARTITION LEGEND TYP. EXTERIOR WALL - 5/8" STUCCO ON 8" CONC. BLOCK EXTERIOR SIDE, 5/8" GYP. BD. SMOOTH FINISH ON R-7 FOIL BACK RIGID INSULATION ON 1" PT WD. FURRING ® 24" O.C. INTERIOR SIDE, PAINT BOTH SIDES TYPICAL INTERIOR PARTITION WALL - 5/8" GYP. BD. SMOOTH FINISH EACH SIDE ON 3 5/8" METAL STUDS (25 GA. MIN) ® 24" O.C. W/P.T. BOT. PLATE, PAINTED. TYPICAL SOUND PARTITION - 5/8" GYP. BD. SMOOTH FINISH EACH SIDE ON 3 5/8" METAL STUDS (25 GA. MIN) ® 24" O.C. WITH 3-1/2" BATT INSULATION, W/P.T. BOT. PLATE, PAINTED. TYP. 42" HI. EXTERIOR GUARD WALL - 5/8" STUCCO ON 8" CONIC. BLOCK, SMOOTH FINISH, PAINT BOTH SIDES. SLOPE CAP TO EXTERIOR Y4 ". SYMBOLS LEGEND ® NEW DOOR SYMBOL NEW WINDOW SYMBOL Pc ELEVATION MARK 1 4 Pc.g 2 INTERIOR ELEVATION MARK 3 X ELEVATION TARGET SECTION MARK KEYNOTES OA 36" HT, 24" DEEP BASE CABINETS WIDTHS VARY. SEE PLANS BC 36" HT KITCHEN ISLAND/ BAR © 24"x48" ATTIC ACCESS W/PULLDOWN LADDER, PROVIDE 100 S.F. AREA OF 5/8" PLYWOOD AROUND ATTIC ACCESS FOR STORAGE SUPPORT DO SINK WITH DISPOSAL EO FULL HT TILE BACKSPLASH, TYPICAL FC TRIMMED OPENING GO 12" DEEP UPPER CABINETS O PRE-FAB WATERPROOFED SHAMPOO CUBBY O 30" H 24" DEEP BASE CABINET - MAKE UP CPUNTER JC PROVIDE BLOCKING AS REQUIRED FOR ART WORK CK SHOWER AND TUB AREA TO HAVE FULL HEIGHT TILE SURROUNDS TO CEILING, PROVIDE GREEN BOARD AND RED PAINT WATERPROOF AS REQ'D. LC SHOWER BENCH. SIZE VARIES. REFER TO FLOOR PLAN. WATER PROOF AND SLOPE AS REQUIRED. O RECESSED MEDICINE CABINET O TEMPERED GLASS FRAME -LESS SHOWER ENCLOSURE OGAS FIRE PLACE W TV ABOVE. STONE VENEER AND CUSTOM MANTLE. REFER TO IE pO 24" HT WALL WITH TEMPERED GLASS SHOWER ENCLOSURE ABOVE ®PROVIDE BLOCKING FOR PLASMA SCREEN TV, & OUTLET & CABLE CONNECTION 05'-0" A.F.F. COORDINATE LOCATION IN FIELD WITH HOMEOWNER. O ALUMINUM DRYER VENT SC SUMMER KITCHEN BUILT-IN. STL MT STUDS WITH DURAROCK AND STUCCO OINSTALL TANKLESS WATER HEATER WITH THERMOSTATIC CONTROL VALVES FOR HOT WATER AS REQUIRED. O TOILET PAPER HOLDER O TOWEL BAR W BEVELED MIRROR X BUILT-IN WINDOW SEAT WITH STORAGE BELOW. REFER TO I.E. Y CUSTOM BUILT -OUT CLOSET SYSTEM/SHELVES Z CUSTOM BUILT-IN. REFER TO INTERIOR ELEVATIONS AA PERMANENT SCREEN SLIDING DOORS AND PANELS AT PORCH IRROR ® BATHROOMS CC MISTIN%; STEM ® SUMMER KITCHEN FI ?OR PLAN NOTES Im.. owoww 1. GLAZING WITHIN 36" HORIZONTALLY AND 60" VERTICALLY OF SHOWERS/TUBS SHALL BE ""C"AT.`, II SAFETY GLASS PER 2405.2 FBC. t2. GLAZdN EXT. DOORS AND SIDELIGHTS SHALL BE CAT. II SAFETY GLASS AS PER �241'1.3.1.3. FBC. 3. SHOWERS/TUBS SHALL HAVE FLOORS AND WALLS TO 70" OF NON -ABSORBENT MATERIALS ,AFPPER 1204.3 FBC. 4. WAI,I,_kdMG FIXTURES AND CABINETS SHALL BE SUPPORTED AS PER 2510.5 FBC. 20 GA aS�jDS 0 16" O.C. W/ HORIZ. REINF. 5..CM SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST TERMITES AS , ..PER 1816.1.7 FBC. 6. MIN:°a SUNG HEIGHT SHALL BE 7'-0" AS PER 1203.2.6 FBC. 7,.,,PR6VIDE GROUTED CELL OR COLUMN AT BEARING POINT OF EACH GIRDER TRUSS. 8. ALL,SRESS WINDOWS TO COMPLY WITH F.B.C. AN OUTSIDE WINDOW OR DOOR OPERABLE .FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT THAN 20" WIDE X 24" HIGH AND 5.7 SQ. FT. THE BOTTOM OF THE OPENING SHALl NOT BE MORE THAN 44" ABV. THE FLOOR. J,, EVERif.CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM THE INSIDE OF THE CLOSET. 10. EVERY BATHROOM DOOR LATCH SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. i'. EVEREPING ROOM SHALL HAVE AN EMERGENCY ESCAPE AND RESCUE OPENING AT A " MA7( MUM HEIGHT OF 44" TO SILL. FBC R310.1 ALSO READ NOTE #8 THIS SHEET. " 1.2„ 02.MIELE WINDOWS WITH A SILL LESS THAN 36" A.F.F.,WHERE THE FLOOR HAS A DROP .,,:OFF MORE THAN 4'-0", REQUIRE SAFEGUARDS AT NOT LESS THAN 42" IN HEIGHT (CK FOR REQUIRED ESCAPE OPENING DIMENSIONS WHEN THIS CONDITION) FBC ""1T24 -FABRICATED BUILDING ELEMENTS TO HAVE ENGINEERED SHOP DWGS. SUBMITTED 1T(4 VILLP,�E OF PINECREST BLDG. DEPT. FOR REVIEW AND APPROVAL PRIOR TO TIOT& INSTALLATION. TES TO CONTRACTOR 1.; GLAZING IN WINDOWS AND DOORS, FIXED GLASS, ETC. SHALL BE CT RESISTANT OR COMPLY SFBCR SECTION 4410.4 STORM SHUTTERS ARE USED, THEY SHALL BE APPROVED BY PRODUCT CONTROL SECTION AND SHALL BEAR THE NAME OF THE M;PANY GRAVED IN EVERY SECTION OF THE SYSTEM. (COMPLY 'AwlIvlfmA SECTION 4410.4 SFBCR 3. WHEN OUTLETS ARE IN BACK -SPLASH, COORDINATE COLOR TO MATCH, TYP. —4. ALt"!!ABINET BOXES TO BE CONSTRUCTED OF PLYWOOD. NO PARTICLE BOARD CABINET BOXES. NORTH �.HITECTURE, INC. 8000 N. FEDERAL HWY. SUITE 118 BOCA RATON, FL 3 3 4 8 7 P. 561 306 4286 F. 561 953 5210 LICENSE # A A 26002586 ALL DESIGNS AND DETAILS INDICATED OR REPRESENTED BY THIS DRAWING ARE FOR THE USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS IS THE PROPERTY OF FINNVOLD ARCHITECTURE, INC. AND SHALL NOT BE USED OR REPRODUCED WHOLE OR IN PART WITH -OUT WRITTEN PERMISSION OR BE LIABLE FOR THE FULLEST LEGAL RECOURSE. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF THE WORK. NEW RESIDENCE FOR MR. CESPEDES PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD SAINT LUCIE COUNTY 2.27.17 1701 REVISIONS PROGRESS SET CONSULTANTS 2ND FLOOR PLAN W NOTES