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HomeMy WebLinkAboutBOUNDARY-TOPOGRAPHIS-SITE PLANI I GRAPHIC SCALE zoo p 100 zoo 400 eoo I I S89`37'48"W I 370.47' ( IN FEET) Ln 1 inch = 200 ft. I o I LO z n c5TO I W I � i N m I � s I 5 I CD ° I cn � I N00°19'52"E �— 48.00' W I 39 I ZBN89'42'56"E 1327.62' ` --- '4"W 13 7.62 ——— — °J 3z 33 o FOUND BOAT SPIKEUNNUMBERED NORTH LINE OF THE Z ci (NW SECTION CORNER) I NW 1/4 OF SECTION 3 - y, ° TOWNSHIP 35 SOUTH, m I RANGE 39 EAST z I o d Q z z a � I Z r I r I Q I w I I I I �y S89`3 '47"W 957.90' a d Ln SEI I DETAIL, j J FOUND I/P UNNUMBERED (NORTH 1/4 CORNER) 9°42'56 563.81' ° DETAIL n xe. z 0 GRAPHIC SCALE x�°� 40 0 20 40 80 W a O a a 2 x�^ xti�� ( IN FEET ) 0 x 0 1 inch = 40 ft, w d to W wti01b 00 PROPOSED WELL 75.00' tim xti0• foil BM#2 xtiQ / x 0 UNPLATTED LANDS SET IR&C PROPOSED SEPTIC WITNESS AND UNOBSTRUCTED AREA OCCUPIED STAMPED LB 8098 �� 72.00' 1,498 SQ. FT. -� w N:1113686.89 �� 0 e E: 837281.51 x� M x1 ti2� PROPOSED 00 ° EL:18.49' ��� RESIDENCE od.A�" a px o x� 0111 ) a g.� 4„ HOG WI x��c� d� �gpx ��� I� xti FENCE 72.00, 35.25' x'v I z PROPOSED xti�� � DRIVEWAYx O N W I- ,y0 x titi0' ti0X.y0 xti6• l 'm xti?'�� FND 5/8 IR&C x ^� 0� 0 z STAMPED �¢ 7673 �4 a xti o iw ORVTT� OHW xti' ,tiai•CIHW- z x x ------------------c°g-----'�,3 - x2 — xti�'- ` '�°` '•i'{,.' �' x' U Ln Lu o z BM#1 x 4' HIGH SET 5/8" IR&C BAkBED WITNESS z C� WI[IE STAMPED 8098 N:1113591.7.74 i D I/ FENCE E: 837466.09 i RI VE EL: 19.00' z L I j I I I PROPOSED 20' INGRESS/EGRESS EASEMENT 2 STORY C.B.S. x I EXISTING I DECK POOL I EAST LINE OF THE NW 1/4 OF SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST � I \� POND SET 5/8" IR&C WITNESS STAMPED LB 8098 FOUND IF UNNUMBERED (NORTH 1/4 CORNER) NORTH LINE OF THE NW 1/4 OF SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST ri - W F O O N �HNW O LiLj il Ln W z ()TC2 Q�3< w �o Z RECEIVED FEB 2 7 2019 ST. LUCIE COUNTY, FLORIDA VICINITY MAP NO SCAI&OH in St, Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # 3f'l -7173 & Well # Date: V 5TV Revie e . r-� LEGAL DESCRIPTION THE EAST 30.00 ACRES, LESS THE NORTH 840.00 FEET THEREOF; AND THE SOUTH 4.00 ACRES OF THE WEST 10.00 ACRES OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 28, TOWNSHIP 35 SOUTH, RANGE 3� EAST, SAINT LUCIE COUNTY, FLORIDA. NOTES 1) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR. 3) DESCRIPTION SHOWN HEREON IS AS SHOWN ON THE WEBSITE OF THE SAINT LUCIE COUNTY PROPERTY APPRAISER. q.) SAID PARCEL CONTAINS 16.13 ACRES (702,622.80 SQUARE FEET) MORE OR LESS. 5) BEARINGS AND DISTANCES SHOWN ARE PER RECORD PLAT AND MEASURED UNLESS OTHERWISE NOTED. 6). BEARINGS SHOWN HEREON ARE ASSUMED AND RELATIVE TO THE CENTERLINE OF JAMES AVENUE, HAVING A BEARING OF S89'40'47"E (PER RECORD PLAT), 7) THE LAST DATE OF FIELD WORK WAS MARCH 20, 2018. 8) UNDERGROUND UTILITIES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIS U RVEY. �` , r I TI C R VERTICAL , e 9 i_I_EVATIOiJ� SHOWN HEREON ARE RE�A��VE TO THE PJO�.ifl Af�,ERICAN DATUM OF 198. TIiL PRIMARY BENCHMARK FOR THIS PROJECT IS ST. LUCIE COUNTY BENCHMARK DESIGNATED "NGS C-17," HAVING AN ELEVATION OF 21.00 FEET NAVD88. THE ONSITE BENCHMARKS ARE AS SHOWN. 10) DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD DESIGNATIONS 'Y' BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 12111CO070J, ST. LUCIE COUNTY, FLORIDA, WITH AN EFFECTIVE DATE OF FEBRUARY 16, 2012. LEGEND (P) PLAT DATA TYP TYPICAL (F) FIELD DATA EL. ELEVATION (C) CALCULATED FROM FIELD MEASUREMENTS CONC CONCRETE FND. FOUND WM WATER METER P.C.C. POINT OF COMPOUND CURVE TOB TOP OF BANK P.R.C. POINT OF REVERSE CURVE (RAD) RADIAL LINE P.L.S. PROFESSIONAL LAND SURVEYOR IP IRON PIPE L.B. LICENSED BUSINESS O PERMANENT CONTROL POINT (PCP) IRC h IRON ROD & CAP DELTA (CENTRAL ANGLE) IRC IRON ROD &CAP ( ) ELECTRIC PANEL R RADIUS L ARC LENGTH No. NUMBER GB CHORD BEARING PC POINT OF CURVE PT POINT TANGENCY N.A.V.D. NORTH AMERICAN VERTICAL DATUM q . CENTERLLINE M SEPTIC TANK WOOD POWER POLE o+ r I , MICHAEL T. OWEN PROFESSIONAL SURVEYOR AND FLORIDA REGISTRATION #5556 ; ATURE DATE: ' t ys�• \ ENGINEERS Q SURVEYORS 10250 VILLAGE PARKWAY UNIT 201 PORT ST. LUCIE, FL 34987 772-462-2455 -Tj www.edc-inc.com F.S.P.E. CERTIFICATE OF AUTHORIZATION 9935 L B. CERTIFICATE OF AUTHORIZATION 8098 F- �T z m m W Z N w y U x p U 2 Q 2 i • � r r • • i� P REVISIONS DOOR / WINDOW BUCK NOTES WINDOWS 2x CUSTOM (WIDTH OF WDW) PT BUCKS ATTACHED TO CBS WITH 1/4" DIA x 4" LONG S.S. TAPCONS, 4" FROM EACH END, 12" OC REMAINDER OR 1a�WD DPT �B2)ATTACHED TO CBS 1/4'x2(/4)ATTINEAN a (/"MAI DOORS 2"X CUSTOM (WIDTH OF DR JAMB) PT BUCK ATTACHED TO CBS WITH 1/4" DIA x 4" LONG S.S. TAPCONS, 4 FROM EACH END, 12 OC REMAINDER OR 1" CUSTOIM WIDTH OF WDW) PT BUCKS ATTACHED TO CBS 1 /4"x2(1 /4) FLAT TIRIE,WN ® 17(1 /2) M3\X. GARAGE DOOR 2 X6 PT ATTACHED TO CBS WITH EITHER 5/8 dia X 6 LONG POWERS CONCRETE SCREWS ® 2))4" O.C. & WITHIN 6" OF EA. END OR W�83% 3"xX1/4"LWASHERS & WfTHIND6H OFD ENDANCHORS ®24" O.C. EA. PT. ST. LUCIE WINDOW / DOOR SPECIFICATION AFFIDAVIT SEE FLOOR PLAN AND ELEVATIONS FOR LOCATIONS OPENING PRODUCT NOMINAL GLASS ATTACHMENT BUILDING DESIGN PRODUCT DESIGN STATE ACCEPTANCE ODE ID MODELENUMBER DOORWINDOW G! DOOR MFG'R. SPECIFICATION METHOD PRESSURE PRESSURE NUMBER A O WINDOW S-610 3'X5' CUSTOM WINDOW 3f6"TAPCONS, MIN EMBED ALL HOL=S 50, -71.6 FL17 4-R1 SH 25 SYSTEMS, INC 2" MIN EDGE DISTANCE FIBERGLASS 1/4'TAPCONS, MIN 1 1/4' EMBED ALL HOLES g O DOOR 3068 DOOR PLASTPRO G1 MIN 2" CLEARANCE TO MASONRY EDGE 50, -50 R-171 4.13 W/ SIDELITES MIN 4 TO ADJACENT ANCHOR S-610 CUSTOM 3/16' TAPOONS, MIN ,' EMBED ALL HOLES 50, -72.9 © WINDOW 2'X5' WINDOW 2'MIN EDGE DISTANCE FL172 4-R1 SH 1/235 SYSTEMS, INC _ D O WINDOW 615 Pw 2' FG OCTAGON CUSTOM WINDOW MIN t t2' EMBED ALL HOLES #e WOOD SCREWS,DISTANCE 7/1 B' MIN EGDE DISTANCE 50, -75 FL73 -R7 OBSCURE SYSTEMS, INC OBSCURE IX TAPCONS, MIN 1 t/4" EMBED ALL HOLES O DOOR FIBERGLASS PLASTPRO G1 MIN 2' CLEARANCE TO MASONRY EDGE 50, -60 FL17 84.24 (2)3068 FRENCH MIN 4' TO ADJACENT ANCHOR DOORS F O $-610 4'X4' CUSTOM WINDOW 3/16' TAPOONS, MIN 1" EMBED ALL HOLES 2' MIN EDGE DISTANCE 50, -65.2 FL17 34-R1 WINDOW SYSTEMS, INC SH34 — G` O FIBERGLASS PLASTPRO G1 1/4' TAPCONS, MIN 1 1/4" EMBED ALL HOLES MIN 2' CLEARANCE TO MASONRY EDGE 50, -50 FL171 4.21 DOOR MIN 4' TO ADJACENT ANCHOR 2668 S-610 CUSTOM 3/16" TAPCONS, MIN 1"EMBED ALL HOLED 50, -75 HO WINDOW 3'X3 WINDOW T MIN EDGE DISTANCE FL17 4-R1 SH 23 SYSTEMS, INC OBSCURE _ O 615 PW 60" X 13" ARCHED CUSTOM WINDOW #8 WOOD SCREWS, MIN 1 12' EMBED ALL HOLES 7/16' MIN EGDE DISTANCE 50, -7b FL73 -R7 WINDOW FG TRANSOM SYSTEMS, INC — GARAGE STEEL PANEL 1/4" X 1 1/4" MIN EMBED ULTRACON K O Bk8' OH GARGE DOOR CLOPAY N/A CONC ANCHOR W/ I.OD WASHERS 46. -52 FL16 -RS DOOR IMPACT RATED MAX 412-ac SPACING 5-610 CUSTOM #10 WOOD SCREWS. MIN 1 1/8 EMBED A'.1 HOLES FL17 4-R1 O WINDOW 3'X4' WINDOW I M MIN EDGE DISTANCE 50 -75 SH24 SYSTEMS, INC O WINDOW S-510 (3) 3'X4' CUSTOM WINDOW #10 WOOD SCREWS. MIN 1 12" EMBED ALL HOLES 1/2' MIN EDGE DISTANCE 50. -75 FL17 34-R1 (3) SH24 SYSTEMS, INC S-610 CUSTOM #10 WOOD SCREWS, MIN 1 12' EMBED A-L HOLES 50, -75 NO WINDOW 2'X3' WINDOW 12" MIN EDGE DISTANCE FL172 4-R1 SH 1/233 SYSTEMS, INC BUILDING STATE CODE PRODUCT MODEL NUMBER MANUFACTURER ATTACHMENT METHOD SECURE EACH TAB STRIP SHINGLE W/ MIN. DESIGN PRESSURE ACCEPTANCE NUMBER ROOF ASPHALT ROOFING OWENS CORNING (6) 1\' RING SHANK (MIN 12 GAGE) ROOFING FL10574 1912 SHINGLES NAILS STRIP POLYGLASS ROOF POLYGLASS USA POLYSTICK SELF ADHERING FL5259-R26 UNDERLAYMENTS FMODIFIED BITUMEN CERTAINTEED HOT ASPHALT @20-40LBS/SOUARE FL16703-R9 ROOF SYSTEM 1 LAYER 30# FELT. SECURE SIDING TO MASONRY SIDING HARDIPLANK JAMES HARDIE BUILDING BLOCK W'ERIOO STUD NAILS' (.30' HEAD DIAJ FL 13192.2 LAP SIDING PRODUCTS .14' SHANK DIA) @ 1 D 12" OC (LESS THAN 20 HIGH) HARDISOFFIT JAMES HARDIE BUILDING 11/2"LONG x.083"SHANKx,I87"11D, RING SHANK NAILS @8'OCMA: SOFFIT PANELS PRODUCTS FL13265.1 TO EACH RAFTER CONC: 1/4"ITW SS TAPCONS @ 1MC MAX W/ 1 3/4' EMBED, 1 1/4' HURRICANE 289a"SAFTEY EGDE' TOWN AND COUNTRY EDGE DISTANCE FL12956.2 PANELS STORM PANELS INDUSTRIES WOOD: 1/4"ITW SS TAPCONS OR #4 WOOD SCREWS X 2' EMBED 1320C MAX 0 I O ENGINEERING CRITERIA FLORIDA BUILDING CODE 2017 6th Edition Chapter 1609, Using ASCE 7-10 WIND SPEED 17 m h V (ULT), 132mph V (ASD) WIND IMPORTANCE FACTOR 1.0 R3 (enclosed) EXPOSURE C ENCLOSED BUILDING INTERNAL PRESSURE COEFFIENT - Gcp = 0.18 HURRICANE PROTECTION SHUTTERS X IMPACT_ MEAN ROOF HEIGHT = 18' MAXIMUM WINDOW PRESSURE SEE SCHEDULE MAXIMUM DOOR PRESSURE = SEE SCHEDULE MAXIMUM GARAGE DOOR PRESSURE = SEE SCHEDULE GENERAL NOTES: 1. Construction shall follow Florida Building Code as adopted by the County or City in which the building is to be constructed with all applicable ammendments. 2. The Contractor, Subcontractor, Supplier, Etc shall verify all dimensions, conditions at the jobsite plans and Specifications. 3. All written dimensions on these drawings take precedence over scaled dimensions. 4. Structural features not detailed on these plans will be addressed Im Master N Bedroom 0 III I I I y1l 9 CLG 20'-0" O Master Bath © 8' CLG BEARING WALL N Garage 9'CLG (MEASURED FROM INTERIOR FIN SLAB ELE\) ■ Closet FEB 2 7 2019 ST. L4CI0 CDuncY, 1 0 1, AREA CALCULATIONS LIVING AREA 1840 GARAGE 467 COVERED ENTRY PORCH 304 COVERED LANAI 227 TOTAL UNDER ROOF 2839 — — — — — — — — Q BEAM ABOVE ❑° Pantry Lanai 9' CLG T&G CYPRESS CEILING (MEASURED FROM ATTACHED TO EACH TRUSS INTERIOR FIN SLAB W/ (2) 16d ELEV) s� IILjb SOFFIT 8' CLG I r— I Closet 8' CLG r ATTIC AC( L_-- SH34 O 0 wee El L-- Kitchen ` f I 0 doP SOFFIT mot @ 81 SOFFrF (bot @ 8) ------------------ L___ I j-f-36'x80" oPn'g 8' CLG v I I — 2868 3080 0' Laundry 2 SOLD SH 25 BEAM ABOVE ----------'/ SH 25 EGRESS 9' CLG BATTINSUL Entry Porch 3068 W/ SI C43066 FRENCH DOORS FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # 56-SF-I064-M-7 & Well # Date: 2/261 a Reviewer: 9' CLG Bedroom 3 c_ _ _ _ — _ 1 2'x4' BEARING W, 9 CLG 11 Bath 2 9' CLG Great Room T&G CYPRESS CEILING ATTACHED TO CEILING JOISTS W/ (2) 1 Sd EACH JOIST $H 26 O 8' CLO Bedroom 2 9' CLG BEAM ABOVE — — — — — _ J m II I BEAM ABOVE ___ _ _—_--__ _ _ __ BEAM _ _ __ __ _,_ __ __ __ __ iC._______ __ _ __ __ __ _ ----s-----------------------r-------- - - L.-- -------------------------- ----------._._._.J: EAVE LINE Floor Plan LL O LL U Z fi W Cu `° of� CI) Uj / Lyl IL — N aaY-- 0) — c 07 O LL ai i W �{ �+ Cn ~ W M D C00 (Y) o LL W I— U 0) qtC0 o 0 T 0 06 0 2 Q L N 0 �00 U Q m J LID W 05 O00 �00 T— Un DRAWN jkr DATE 05/07/2018 SCALE AS SHOWN JOB NO, SHEET 2 of 7