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HomeMy WebLinkAboutAPPROVED, Health survey and floorplanUNPLATTED ACREAGE UNPLATTED ACREAGE (VACANT) UNPLATTED ACREAGE ERIC WETMILLER FND IRC 7025 (0.3' NORTH, 1. 4' WEST) FENCE TIE -1 (0.2` SOUTH, 0.1' WEST) 5.1, W FENCE TIE (1.2' NORTH, 0.4' WEST)- FND IR (NO ID) (0.5' NORTH, 1.3' WEST) UNPLATTED ACREAGE i / v FENCE TIE S89"51'59"E �` a� FENCE TIE (2,1 SOUTH)-�n1 -94 / ! n (0.3' SOUTH) �' �xISTiNc � DRAIN FIELDjora 0 pQ [n 0 .- 9CHICKENw Ir COOP EXISTING CONC DECK 8.0 • 78.4'- - - S" PROPOSED 308 5F SEPTIC SYSTEM (6,722 SF UNOBSTRUCTED AREA) r • FENCE TIE (1.7' SOUTH, 0.2' EAST) DESCRIPTION THE SOUTH 1 /2 OF THE NORTHEAST 1 /4 OF THE SOUTHWEST 1 /4 OF THE SOUTHEAST 1 /4 OF THE NORTHWEST 1 /4, OF SECTION 18, TOWNSHIP 34 SOUTH, RANGE 40 EAST; SAID LANDS SITUATE, LYING AND BEING IN ST LUCIE COUNTY, FLORIDA; LESS THE EAST 30 FEET THEREOF. SA 'I.D'."L-AND'_C;.Qt TAINS 1.15 ACRES, MORE OR LESS, D C. LAVENTURE, ORIDA P.L.S. #5209 BOUNDARY SURVEY PREPARED FOR ERIC WETMILLER"' DATE N SOA g/ _._ DIRT aR�VT / 37.3 1. 180.6' i U Iq -i zz �o gu I 1 / CONC �Lq} wNof SLAB x co 1. Q WOoO SHED UNPLATTED o PROPANE TANK o (TO BE REMOVED) ACREAGE (6 / PROP05 M (1.15 ACRES) 5.0` . AaaITIO 0 PROPOSED \ x � x `5.5' 38.5' FFE=103.50 x 185.0' ► x / Fr! _ x x 50.6' -+---135.5' i x z jod. in EXISTING in 0 x o s�� o GARAGE a o sot` n FFE=101.07 M 10 135.3' CONC - U O s- 63 R PROJECT BENCHMARK SET IRC LB 7056 EL=99.34 (ASSSUMED) J Q D_ a I 0 I W Ld I� x '�' C14 (0.6' EAST) xx x PROJECT BENCHMARKBENCHMARKRK - - SET IRC LB 7056 FENCE TIE N89'51 '27"W FENCE TIE 99 EL=98.90 (ASSSUMED) (1.2' SOUTH) 301 .92' (0.4' SOUTH) _ S. �l fa II z I1 1 �. UNPLATTED LESS I ACREAGE c°.r EAST 30'-■- SURVEY NOTES S SCALE : 1 40' *09001 © = CURVE CENTRAL ANGLE R = CURVE RADIUS L = CURVE LENGTH (C) = CALCULATED (P) = PLAT FND = FOUND FFE = FINISH FLOOR ELEVATION +/- = PLUS OR MINUS IRC = IRON ROD & CAP FPL = FLORIDA POWER AND LIGHT TYP = TYPICAL ND = NAIL AND DISK P.L.S. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. PLAT BOOK PC = POINT OF CURVATURE , _ . -R/W RIGHT' OF -WAY _ - -- - WATER METER Q.E. = DRAINAGE EASEMENT U.E. = UTILITY EASEMENT 0 = FND IRC LB 7056 PJ = CABLE BOX �x = LAMP POST ® = ELECTRIC SERVICE BOX Q = BELLSOUTH SERVICE TOWER = WOOD POWER POLE {- = GUY WIRE CONC = CONCRETE -a-- = 4' HOG WIRE FENCE ALCULATED -0-- = 3' CHAIN LINK FENCE POSITION -•x- = 4' WOOD FENCE 1. THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND ORIGINAL EMBOSSED SEAL DE A FLORIDA PROFESSIONAL LAND SURVEYOR. 2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT. 3. THE LAST DATE OF FIELD WORK WAS JULY 29, 2020 (F.B. 20-259/30). 4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART OF THIS SURVEY. 5. BEARINGS SHOWN HEREON ARE BASED 01`4 .THE WEST R/W LINE OF TREE TOP TRAIL, BEARING S00'07'04"W, AS MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO. 6, ALL BOUNDARY INFORMATION SHOWN IS CALCULATED PER DEED UNLESS OTHERWISE SHOWN, 7. PROPERTY LIES IN FLOOD ZONE X, PER MAP 12111CO070 J, DATED 2-16-12. 8. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, SETBACKS, RESERVATIONS AND RIGHT--OF--WAYS APPEARING IN THE PUBLIC RECORDS. 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 10. OWNERSHIP OF FENCES IS UNKNOWN. 11. ALL ELEVATIONS SHOWN ARE BASED ON AN ASSUMED DATUM. -R E V I SI ON S- BY DATE MODIFY PROPOSED GARAGE T.0 34.....h4 ...... JQE M. 8/16�10 FORMBOARD TIE --IN SURVEY MWH 10/11/10 POOL DECK FORMBOARD TIE-IN SURVEY MWH 9/30,/15 UPDATE SURVEY; ADD PROPOSED ADDITION MWH 8/25/20 REMOVE ALUM SHED; MOVE PROPOSED SEPTIC .SYSTEM NORTH ..... MWH. 9/23/20 TASK BY DATE .. FIELD MWH 7/26/10 CALCS. RCL 7/26/10 DRAWN MWI.1 7/27/10 CHECKED RCL 7/28/10 FILE REF. FIELD BK./PG 10.1566 10-215/71-74 0 O cn LME = LAKE MAINTENANCE EASEMENT U (R FFE = FINISH FLOOR ELEVATION -iz d It: TOB = TOP. OF BANK N CHU = OVERHEAD UTILITY D U Cn WMT = WATER MANAGEMENT TRACT = L (n 06 ALUM = ALUMINUM o ca 0 O = EXISTING WELL a) a) W w 1 ©= PROPANE GAS TANK o C` 5' O = PROPOSED SEPTIC TANK 0 o a =- L_ N` cJ N SF = SQUARE FEET c`cn r (D =W cc-0� = EL = ELEVATION © N CL � EXISTING ELEVATION �(D tL a) (D ilk p = PROJECT BENCHMARK O p 12(- LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA' 34945 LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX DATE: 7-27-10 HORIZ. SCALE: 1"=40" VERT. SCALE: N/A JOB No. 20;1566-2 SHEET -I OF i ARCHITECT i N NtzITES• CeStlflcat` €ott for De! s€ LOW GN C45d Corns!€ante DESIF�: Florida '��f P5&3 ids 2017 Fdl#loA w/2 supplements using ASC!» 7-i0 DR7r'WALL SHALL CONFORM WITH SECTION R702,3•I OF TM FLORIDA BUILDING 2• Structure design Is: _ Enclosed _� Partially Enclosed •_,� open Building r° RESIDENTIAL CODE, 3. Risk Category: # �C it ,_ [N HIV Exposure Category; ~ k 4. Design Wind Velocity 1(D h .� ---8 C •--_0 Adjustment aoel<lolent� , 2I • b��it A ASD—LRFD End Zone Width - CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WI'TI� SECTION 5. Mean Roof Helpht:1 ft. Roof Pitch: t? :12 Parapet,___h, Gr�tr�� t;krrC~ C^... F-,L �' R702.4 OF THE FLORIDA BUILDING RESIDMMAL CODE 6. Components & Cladding Design Pressure used: (PSF, based on Actual s , ft, Zone I.- �4 Zone 2:-�,S VZone 3:- 2, r q @ �© 'MRH (worst case) WALL AND CEILING FINISHES SHAi,I HAVE A FLAME 7. Design Loads:.Floar: 1S PSF Roofll3s d Zone :• zone &:-�!%rd Oaraga: _d/ R 2 jc� GRATER THAN 200 AND A SMOKE-UEVEI,OPBD IIdDE7t; OF� ASSIFIGATION OF NOT ZZPSF Roof/Llve y GREATER THAN 450, � PSF Balcony; ___•,PSF " t . porac; PSI Qeclt: „- _ PSF Stairs: PSF Fence: _ PSF Railing: _ PSF 4F ✓ 5. Were Shear Walls GCnsiderad for Structure? K Yes PER SQiiARE T20N SHALL HAVE A CRITICAL RADIANT' FLUX NOT LESS THAN O, I2 WATT 9• Is a Continuous Load-- ...._Not Applicable Explain Why Not ., WITH A FLAME SPREAD NOT EXCEEDING 25 WITTY Lath Provided? Yea _.-_Not applicable Explain Why Not: - —• s ACCONWANMG SMOKE DE'tVELOIpED __.__ _ _._ _ .. �'•- Z, (� y IlVDEx NUT EXCEEDING 450.---._..._..._...-. __�._-_.._.._..._....__._.�_._._..-....�.._._..._�.-....._... FOAM BLOCK INSULATION SHALT. HAVE A FLAME SPREAD OpNOT MORE SMOKE - DEVELOPED INDEX OF NOT MORE 'THAN 450• THAN 75 AND ROOF SHEATHING NAILING ZONE INFO, __. .. , NOTES: NE P1 REMAINING AREA W%8d RING SHANK @ fi" D.0 PERIMETER & 6" O.C. FIELD. STRUCTQRAL ......... _ .'. ' '.. "' . . ZONE P2 4' X LENGTH W/8d RING SHANK @4' O.0 PERIMETER & 61' O.C. FIELD, TaaLE R301.2(1) ZONE P3 5' X S' @ NIP AND 5' X LENGTH @ GABLE ENDS W18d RING SHANK @ 4" O.0 PERIMEi'E€t & 4" O.C. FIELD. - CLIMATIC AND pt:QCBApyiC t)ESf4N CRITERIA - 1 STRUCTURAL LUMBR TO BE HEM-FlR #2 GRADE OR 1�LT7 BR WITH 1000 P.S.I. MIN, i=i13t=R STRESS VALUE. GROUND 4YINs} tssslDN IS "Jiro TO l3AMAas nAon 2, CONCRETE SLAMS AND FOOTINGS TO BE 2Is0a P.S.i. MIN, O ES: sl=I6tYlIC WlNraR ICE BARRIER SNOW aPatoohd' spopraphln DE61QN prnni Ifnn AIR MEAN 19/32" CDX PLYWOOD SHEATHING t taao Ia0ta NA OATE[iORYf 4Vonlherfn ' da�� Termite• TEt4ION u AEC YMENT FLOOD an FAEEZiNQ ANNUAL 25' -- 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS, T"- trdi3aR Ti7MP 3 REINFORCING STEEL SHALL BE L3RA{}!r gp OR BETTER WITH 3t]" MIN, TAP, NA SacPl, It301,2(4) NA NugHgibia NA V°ry 4• CONCRETE COVER OVER REINFORCING STEEL: NDERLAYMENT FELT. SHALL.BE PEEL & STICK OR 30* FELT COMPLYING.W/. ASTM.D226. �ieuv NA NA NA _....._.._. _..._._._. - FOO TINGS g" _.._....__....... __ _..-__.............. 5, FILL. (SOIL) SHALL 13E PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A ! MINIMUM OF 950A MODIFIED PROCTOR DENSITY. 6. ALL COMPONEN7 OF THIS STRUCTURE #•PAVE. BEEN DESIGNED & SELECTED TO WITHSTAND WiNt3 FORCI=S OF THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE. 7. WINDOW AND DOOR ASSEMBLY COMPONENTS TO 13E CERTIFIER BY MANUFACTURER FOR WIND FORCES OF THE FLORIDA BUILDINGS CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8. FOR METHOD OF ATTACHMENT FOR DOORS AND WINDOWS, SEE PRODUCT REVIEW AFFIDAVIT. NOTE. ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z. MAX COATING Oi3 BETTER• Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T. 772 460 7751 F. 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 OJECT WETMILLER ADDITION f ST. LUCIE COUNTY•, FLORIDA ' CLIENT 1cX0 Pt � !7-ca CONSULTANTS Fr- v PL5H€14�r i �1 ,�' ' • '` t1M GC i•. :�-, ......:._..,.mot-'..•r,...rir--�4. :+:z�.�;:�.• - '-�+.n.Ur.:-t•'."��ivn_" t. ` 'F ._ ... .. •`• ,.. t. rr f if f r -- nkq\ 00 i� I '•'. _ .L— ` .... `� i REGISTRATION ' •� �; '� 0.111 I ; j$t ' as ' r ... .. •_.,�.,.�... j � �aCr�!'"'7r - _ ... i Or At • 9 —CJ 3i�1 ' q•Y C1 0V '� i i� ',C-.• z .:�z.......�: " - '-'••�_! - ' I / MICHAEL J. SEAL, AIA _W f 1 ' .'AR96I398 • 1 •'• � � I ._ _ ' '• .' I I � PLACE To F7E-'�tv�U�'t� REVISIONS NO. DATE REVISION IN ' f _ �... — ' 1�-C T7 'Tj► � ' . 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