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STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: (Synergy Homes, LLC) PROPERTY ADDRESS: 5110 Palmetto Dr Fort Pierce, FL 34982 LOT: 5 & 6 BLOCK: 24 SUBDIVISION: Indian River Estates PERMIT #:56-SF-2171708 APPLICATION #: AP1581698 DATE PAID: FEE PAID: RECEIPT # DOCUMENT #: PR1496384 PROPERTY ID #: 3402-606-0073-000-5 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 1,050 ] GALLONS / GPD SeDtic new CAPACITY A [ J GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ D [ 667 J SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ J FILLED [a] MOUND [ ] I CONFIGURATION: [ ] TRENCH [x] BED I N F LOCATION OF BENCHMARK: Site BM, MD in W Side of Rd, N PL extended W I ELEVATION OF PROPOSED SYSTEM SITE [ 4.00 ][ INCHES FT I ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 6.00 J[ INCHES FT J[ ABOVE BELOW] BENCHMARK/REFERENCE POINT L D O T H E R INCHES system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of 9pd. SPECICATIONS BY: Brian J ngram TITLE: — y1�. Environmental Specialist II APPRAIED BY: ✓ TITLE: Environmental S Brian Ingram Specialist II St. Lucie CHI DATE ISSUED: 01/04/2 1 DH 4016, 08/09 (Obsoletes all previous editions which may not be EXPIRATION DATE: 07/04/2022 Incorporated: 64E-6.003, PAC used) 1.1 .4 Page 1 of 3 v AP1581698 SE1454219 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency Clerk's facsimile number is 850-413-8743. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order'. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. sat" FOR REFERENCE ONLY NOT A VALID SURVEY SEALED WITH MY SEAL AND SIGNED BY ME. GRAPHIC SCALE 30 0 IS UNITED STATES SURVEY L inch - 30 ft. Nq w \\ a T� C/) C/L OF BRADLEY STREET 30 Z 0 m Z 00 1 LL Q = Q 'EET O H W 'III 10) Ix MI I LL D.F. (coo NZ IIII — Go I III � b mISto�v'b" �0 30v001 gWLL Z_< m I z/ III I I PROP. UU] � G- GRAVEL'" d 0_ > III DRIVE N O Q �I 1 LL III I vV �_- oCo (6 LOT 34 - 35 n Co I 1 M 90.00, ` BLOCK 5 0 CO 2 UNIT05 Q W I Llr (OCCUPIED) w � i III o F.F.ELEVATION=18.58: 1 j Q-• Q P PD.OR 1P' EGGRNE UPI WI( k�wj k&V� r CD PROP. 667 SO. FT.� to = OF PRIMARY D.F. CL tv nl: W J 0 AREAAVAILABLE \... Nco > O x I w e2 f CO y -O Y V Q PROP. 1001 SO. FL O -0 p d \.1 C3 OF D.F. AREA r, AVAILABLE c <, CL � w 5 to 0 m o P" y I I �' 'FOUND 5/8" I.R. z c3 m 3 r. ' IN, NO CAP O F c+ 1.5' WEST $ m. Go O O_ p _---------_- I CONSTRUCTION LAYOUT; SURVEY LEGAL DESCRIPTION (As turn shed by Plena) LOTS 5 ANDB BLOCK 24, INDIAN RIVER ESTATES UMTE�NAS RECORDED IN FLAT BOOK 10, RECORDS OF SAINT LUCIE COUNTY FLORIDA, { C, R ii ��1'u�i � o � oPocir� psi I�F-S�`f �€�CIID HfREBNI���C{����'P�IfE5�0�1 MS�P�CE CF LOT 4 WELL — NO POND WITHIN BLOCK 24 GO j 100' OF PROPERTY LINE UNIT 05 (OCCUPIED) / F.F.ELEVATION=20.09 N Z� o Z EAST 300.00 LU Z yU K YTPROP. D:13 m a LOT 5 0 l OP BLOCK Z4 1 0 �p fD NOWELL, D.F. OR . E UNIT 5 IN POND WITHIN (VACANT) 1 ice. 100'OF PROPERTY LINE 5T Pa Z CONC. Y I L 2 LOT 34 - 35 WALK Q rn BLOCK 24 21'1 UNIT05 c O O (OCCUPIED) o w 11" - F.F.ELEVATION=18.58 V. O� bp O w 136.00' O R. o IH o m ro 13'-8' a LOT 6 N Ee. cov. BLOCK 24 o O f Tio UNIT 5 m 51'�• 138.00, (VACANT) Z OP.J o$ SEPTIC K LINE iv LOT 36 BLOCK 24 EAST 300.00 FOUND 5/8" I.R.UNIT 05 —— —. —. —. —. 90-CAP' ' (OCCUPIED) LOT 7 F.F.ELEVATION=18.45 BLOCK 24 NO POND WITHIN NO WELL, D.F. OR UNIT 05 100' OF PROPERTY LINE D.F- POND WITHIN (( CA D 100' OF PROPERTY LINE —F. EVATION=19.00 WELD F , PUBLIC NOTES: .. 1. PARCEL FALLS IN FEMA FLOOD ZONE %, PER FEMA FLOOD MAP 12111CO281K EFFECTIVE 0914R020 2, WRITTEN DIMENSION TAKE PRECEDENT OVER SCALED DIMENSIONS AND DISTANCES ARE NOT TO BE SCALED FOR CONSTRU ION AND/OR DESIGN PURPOSES, ,jfL, 3. FIELD MEASUREMENTS, PLAT MEASUREMENTS AND DEED MEASUREMENTS ARE CONCURRENT UNLESS OTHERWISE SPELIFI� LLY STATED ON THIS SURVEY. P'I 4. NOUN DERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED AS PART OF THIS SURVEY, UNLESS SHOWN LMADE NOTEOFHEREON. S. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTSOF-WAYANDMR OWNERSHIP HAVE BEEN FURNISHED THIS SURVEYOR, EXCEPT AS SHOWN. 6.ENCROACHMENTS, IF ANY ARE SHOWN HEREONONN. 7. BEARING SHOWN HEREON REFER TO STATE PLANE GRID AZIMUTHS. B. CENTERLINE OF PALMETTO DRIVE HAS A PLAT BEARING OF NORTH AND ALL OTHER BEARINGS SHOWN HEREON REFER THERETO B. ELEVATIONS, IF ANY, SHOWN HEREON REPER TO NORTH AMERICAN VERTICAL DATUM (1988) WHERE MEAN HIGH SEA LEVEL IS 09q UNLE95 OTHERWISE NOTED. 01 THIS SURVEY IS NOT TRANSFERABLE OWNERS AFFIDAVIT OF SURVEY OR SIMILAR INSTRUMENT. 11. THIS SURVEY IS VALID IN ACCORDANCE WITH F5.82T]812. FORA PERIOD OF 90 DAYS FROM THE DATE OF CERTIFICATION.. 12, TH 5 SURVEY MEETS PRECISION REQUIREMENTS P 0 rxea @y Ig xmx 19 mnmE -.RN xT �PERE. I°I FNPN—N NT xMIN ASOMENT XaX cu °x Nw' IN, NAD LEGEND: NGELEVAT04 .P�PoGEOEmvnTlGn pwExT IRO— xG uexT RR PROP 0TMTPPHONERPEI _ �ME PRENT emmTRE'E EXI E"EE E. pPROOMID LE^jP[apnv FOR RURAL SURVEYS. RELATIVE PRECISIONIS GRE4TERTHAN I FOCI FEET. 13. ADDITIONS OR DELETIONS TO THIS SURVEY MAP AND/OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PRCHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 14, NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SE40FA FLORIDA LICENSED SURVEYOR AND MAPPER.. Emcmu� LPAxEL Pclp�. I L m — a FLI x e_ :Un--NOR o .wA.eRwerep PHOTOCOPYING PROHIBITED © 2020 rP[77TRIANGLE, 47m ROralPamB cM1 BwlrvartlLand Survey n9 Inc. V!P B arli FL3b12 Surveying M Specl(Icailo56178839067 (fax) LB N2992 SBt7992@q aNLO itlangle2992®gmdl.mm CERTIFIED TO OFPCON EION Nd,1E6IT TTO E FIRSTPRIENICANn NNNNAEB oWT EXILuiroNCLUO LR�IRK 11 L NOLDMS GNSAP, FLO, ANORM L Wnn LPXUWccMPNW HELD Mre. sGIEU : PDOPVACAENTIPND SEPTEMB1EHR/pB�,2 I30' PAL III DRIVE I� "L.FL.Y N s�HDD.siElM1o�aZamOL P41 I FORT PIERCE, FL 34992 1BOPDEP NO:. P.T. 2X6 BUCK ATTACHED WITH d• d - : (2)WO ANCHOR BOLTS f1-IE2"DW WITH SL IT' CENTERS $,•° : •° 9 INSULATION REVISIONS DATE (2p00 PSI MM. CONCF'i?E). WASHERS QJCLUDED8A1H SLEEVE ANCHORS. OR 8" CBS WAL ..°d•s ..°d I/4"x3" TAPCON SCREWS (I-1!Z" EMBED) ON 14" CENTERS ° 1/2" DRYWALL (I PSI hW C*CFRE E)OR 8' CfXM (G�&G�10.4 MN OD.IllA9Efc° WahW C11H TAPCQL°. MIN. Y7C9„ "HORS MAY BE COUNTERSUNK (13UT NOT REQUIRED) TO PROVIDE A P.T. BUCK W 1"X4" F'1. WRAP FLUSH MOUNTINS SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOAD. �- . , 3A6"x 11/4" TAPCONS MAX 114" SHIM--/ FILL ALL HOLES PER MANUF. SPECS a o ° WINDOW O.H. DOOR •. > •..°d:.° 13I.6" all 15'-6" a . d••.. da .° DD - I-9 VERTICAL (TYPJ NOTE: 9 - PRIOR TO BUCK INSTALLATION 2'-0' O.H. DOOR. APPLY A WATER RESITANT COATING (PER FBC RESIDENTIAL R-T03A) 2' to" B;' DTL 6 O.H. GARAGE DOOR BUCK 2 TYP. WINDOW BUCK DETAIL 3 N.T.S.A3 SCALE: EXTENDED 6 SCALE: N.T-S, v CONCRETE v m m ITYP.) b e r 1 14 - V 00 O DRYWALL b MAX. O O O O O ' ATTACHED TO TRUiS WITH C. ° OO TOP AND BOTTOM W/ _ r 1V4.%SCEW,I2-OAFIELD I"'1 Hg o / \ \ \ O o MASONRY BEAM (TYP) S" OP_ BUTT JOMiB CONT. 25 GAUGE METAL TRACK I6" MAX 1/2" DRYWALL 1901H SIDES (U • 10 SMS a 24" O.C. 6I' I WI I/4 % SCI�W6 IV or- FIELD 2D GAUGE CHANNEL SHAPED METAL I6° MAK � VF7 — —_ PORCH ®• O.G. BUTT JOMI'S STUDS 24" OG S IC.1 DINING 8„ v / / / 5 \ \ \ j\� 9'_q" CLG. b O 9'-4' TO IC-0" / / I— \ \ TONGUE AND GROOVE W e \ \. BOTTOM TR4CK ATTACHED TO SLAB UN °10 70 COP'ER CLG. / 2 \ `, 9 Is WOOD BAeE . TRIM s Z. �HILTIbOPMB .145" DIA X I" LONG 8" 6'-5" 6'-5" 8" B'-m" - NIB ED FLOOR NOTE: ITS LL PRIOR TO BUCK INSTALLATION w ,1 APPLY A WATER RESITANT COATING A (PER FBC RESIDENTIAL R-103.4) in 13 ,t 'TP O z h'I — — — aA � _� a Q tYR NON -BEARING WALL DETAIL EXTERIOR DOOR BUCK DETAIL OyF N N M I — ° FAUX BEAM QABV- 3'-3' AFF A3 SCALE: N.TS. A3 Fi W Tk m g,-4, I. 2x6 III ON SIDES OF MASONRY OPENING SCALE: RTA iEMP. (SEE 2. FASTEN SIDES THI U JAMB 4 2x(o WITH �Ty y O . . O O O • iA . CN . O o° c0 • o° C. 4BOTT i IA 6"pG. BETQEN'FFVM THE i.A SINGLE ;y�! V� rl� N AFFr III OF FASTENERS IS ALL THAT IS M V 9'_4;; — o 13'-3" _ — — — — —AFF r_ — REQUIRED. i 1 v ,I0� Z U T;_q; qn �'- n I (SEE 3/a2) v 0 3. FILLED CELLS ON BOTH SIDES OF FAUX BEAM ' OPENINGS ONLY ONE SIDE REQUIRES T 1 a O 9'-4" CLG. e PANTY I _ (STAINED) ^ 1 •13 VERB. V V] Q� 2 — --- I L W _ _ n BOTTOM OF V1 a 9'-4 CLG. I SOFFIT D g'_8° A� � 9 O � A3 m 2680 I 44" GIRD TPoJ55 = C O P W V TYP. . G �At OOM �A51ER BEDRO M _ y o a vAUL ED CLG. - 6'i C I 9'-a To 1m'-s' O R DB COFFER CL �. 10 O C -b 0- ik �i �� A� FINISH BACK p C .o N (EGRESS) ++ _ / 5 V.011 m q OF DRYWALL U y �j fA — — DW III i v- DRYER VENT 2T" y y otS 8,; 0 2n 121_61, q„ 3' ;; —5'-0" 2,_,— 3'-2 �' 13/6" \ \ \ q;; _ 4;_41; 2;; RECESS61 v — - -DI -its 17 0 \ DRYE VENT c C F3 COOKTOP i i I = a RECE s c a Q N 6 BEDROOM 3 W/ HOOD _ > Q u uU -4 ,CLG- N.iR) — _ J L — _ 0 (y VIEW FRONT VIEW O d y It — — I I C SIDEg t— — —// = N Gl R PULN S m KITCHEN CNEN I N MOL INS 1'-m„ 3'_m" •, _ • N 9- ITCHO=m" I � — — — — — � DRIVER /ENT NIC:�--IE DETAIL co � o _ COFFER CLG. (TYPI 1 _ — TYP SI N.T.S. H Co oox av Lav rrYP.) GENERAL NOTES WC _ 4" -Im" 4" 4-2"` - " 15'-10" Y e 01. THEGONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WHICH WILL EFFECT '3,_5„ 5'-0' 2' 8" TkZZINSTALLATION OR -ALL -NEW -WORK r_-DISCRE.'PANGiES ARE-V,SCZvE$:EG,...- ALL'* - DESIGNER MUST BE NOTIFIED BEFORE PROCEEDING WITH ANY MODIFICATION TO THE APPROVED DOCUMENTS. BATH 02. ALL CONSTRUCTION SHALL COMPLY WITH ALL STATE, COUNTY, AND LOCAL CODES 6 9'-4"?� `r — — — r — -- — r APPLICABLE AMENDMENTS (LATEST EDITION 085C1?EMP) - ° -- _ a 03, THE CONTRACTOR IS RESPONSIBLE FOR THE ADEQUATE BRACING OF ALL STRUCTURAL nr� n) AND NONSTRUCTURAL COMPONENTS DURING CONSTRUCTION. - 11 x x n 04. DO NOT SCALE DRAWINGS- WRITTEN DIMENSIONS TAKE PRECEDENCE OVER WHAT —d ILE TO 2880 9 tO HALL 4 I DRAWINGS MAY SCALE OR IF WRITTEN DIMENSIONS DO NOT EXIST, WHICH ARE LL VENT CLG LINEN r3p1®®®M 2 - ttH NECESSARY FOR CONSTRUCTION, THE CONTRACTOR MUST CONTACT THE DESIGNER 6� 11 9'-4" CLG^ TO OBTAIN SAME U TNRU 9'-4" CLG. �0 R I I yggp s 05. INFORMATION FOR THE BASIC LAYOUT OF THIS DRAWING WAS BASED ON EXISTING OR � WALL FiELD DIMENSIONS ( F. D. ). CONTRACTOR MUST VERIFY IN FIELD ( v. I. F) Q N - m 4 2'-4 C G. + 0 I ACTUAL CONDITIONS AS DISCOVERED AND OBSERVED AND NOTIFY DESIGNER OF R ,; (VTW) SH 0 I v v I 9 ANY DISCREPANCIES. 2" 4° I I W 06- THE CONTRACTOR / OWNER C IF OWNER BUILDER ), 15 SOLELY RESPONSIBLE* FOR D _ THE MEANS AND METHODS OF CONSTRUCTION, AND THE SAFETY OF CONSTRUCTION Lu A 8,; o° 2;; 8'_4" m1, 2' 0" ; 4z, ;; _ ` 12,_9,; e 6 6 6 4 9' 5934„ CLG N WORKERS. -tco 01. ALL WORK SHALL BE PREFORMED BY CONTRACTORS POSSESSING VALID CERTIFICATES `y Q 22" X 54" 4 OF COMPETENCY AND OCCUPATIONAL LICENSES, RECOGNIZED AND ACCEPTED BY t t ATTIC ACCE ? A I = IC THE LOCAL GOVERNMENT HAVING JURISDICTION, OR BY OWNER � Q- N I ILI IY WPDSTAIRS _ AAH A3 •i c0 e r � 9'-4' CLG. O 08. TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS SUBMITTED }- - 9' 4" CLG. I 1 TYP. N HEREWITH COMPLY WITH ALL EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES AT THE TIME OF THE PLANS PREPARATION. NO a (2) 2680 p WARRANTY EITHER EXPRESSED OR IMPLIED I5 HEREWITH GIVEN. U e 09. CONTRACTOR / OUINER SHALL VERIFY ALL DIMENSIONS RELATED TO ANY PART ELEC. OF CONSTRUCTION PRIOR TO BEGINNING WORK OR ORDERING FABRICATED MATERIALS REQUIRED FOR CONSTRUCTION. METER • N u x� 3xisi Q F : e e o e e o° : 'i� " 10. ENGINEER' 5 SEAL 15 FOR APPROVAL OF STRUCTURAL DESIGN ONLY. HB 2W oI WW 2 m 4' ` 3'-5" 4" ^ - ' 2" 8" (TEMP) IL ALL GLASS IN HAZARDOUS LOCATIONS TO COMPLY WITH R308.4 g" a PANEL , (EG SS 0 12. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLAS61FICATIGN OF NOT GREATER THAN 200. (R3m2.9.0 20'-0 8' a 3'-6 3'-6' 8" 9 3 -4' 3'- 8' 2' 0'-6 13. WALL AND CEILING FINISHES SHALL HAVE A 5MOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. (R302.92) 22" X 54„� BOLLARD g "4 P e * �e 14. ALL TERMITE PROTECTION SHOULD COMPLY WITH R318 , PROPOSED HOUSE IN VERY HEAVY TERMITE AREA. A3 AFF ATTIC ACCESS 12'_q,; _ 15. ALL LUMBER USED SHOULD HAVE QUALITY MARKS PER R31T2 (SEE 2 A2) "1 TYP W PD STAIRS 9 TILE TO C. v 16, TILE TO BE INSTALLED OVER FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS. (R102.4.1 AND R'102.42.): FIV I R l ca CLG. IN SHOWER SURROUND AREAS. Q, DE 11, WEATHERING 15 NEGLIGABLE- T'-0" 12'-4" CLG. 9'-4' G. 0 IS. GYPSUM BOARD COMPLIES WITH FBG 102.3 TONGUE AND GROOVE o (TEMP) e CITY OF PORT ST. LUCIE BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT �- - GA E C. e (EGRESS) �, �I'.. —� fi ,2" WALL a•eaG6dFD4E:6IaGpg7f3, LILT r • .. 0A36FMixxT0,8LDIGOWfS,F80p01A66, MIOOW,18(iLWHR, .mod S'_4°CLG. Qe Qe e O ' - _ �. OPBIFG PRTUGt MCOB.° 6QE MdlIFALiW ao ARADWFEIIM ACEF727aICTAPPR2(AL W6DFYx08wi1 MWDESO rCYf��d `F iA rL, IIIII�E4Hi`C4'_2° '-2"'-9' 1'- `' 4'-11" I'- T" ii� "- _ I SBFYiEx2w 6QD III (I 3B' X63' OIBTOM660006 Ift 5M'LM 3A6'xIWTAFM,RLLAU aB RI611TI d655/-39T5 •roDl-NOD 9.� — d 2 ae aQePCQrecn xi'xb3' osTanurasrsEzs 9A6'Lkt 3M'xIW'rAPCaSFQLaIHaB FI6nv d65s•3sts roDl-roD Q N 2 p yell M. BATH \� 0 3 EIOkRIORNxxR GLAI�I 'iAFB f7)R'x96' TIRWW Will LAN V4•x3 w'TOPC�Nb RIM rocIIIED. F420168D MR-12n YJ- _ --- N _ n. N . 1 PQ832DFlLlMPALf Ts' XI6'Ara CISTaT 6YST86 5A6' 60D/-50D DtiUS 9'-4" TO 10'-0 p o AFs 316'x134'UFLW F61 AL OLE6 0.30 DA db78- R6US n5e aa/-T66 0 5 : (� - • 8 H3Y 81fDPLLfnPALD 3D X . , --- COFFER CLG. _ ; 63 GSiaTL84O68 SiE3 5M Uf5 396 xIW idfCRb,F61ALLIgFb RB 1J roD/ lOD o MASCNRYBEart(TYP) LI FI BK®PVC BPAQ W' X36 0331a1 ST8E6 5M' AN 3M'xiA'T Iq8 0.s30V.4 dsbA 4638 30/-T5D Z - LA 8 N339FYAE R3Yx D80f1t(FPACi) VVs'xi6' as'Nt* sY61BS 5A6'Idl9 3M'xIW'iAPCab,lAl All llaF6 L II 0.Vxn11 d69a'JB➢ .roDl-roD LL.1 � e-3--U O o AY SMIBi4 5M•LQI 3M'xIAIT FQL I4S ILWA 6W4958 .15D1-T3D O° O O •O = � TUB DECK LI�r 9 n163aQPLt(FPALn ro' x21' aDrm QO e _ TAYI 18 FXIEZbRDWFS (dill s (I X96' 145ill RI 586'LV9 W'x 3 V4'T 6'FRTI �,Q'OLfE1D 0.70468.Q 638V•471 88D1.50D C� � fu U - 8 ExTERaFDoom C4A1mFD%4AM 0)3w %6Y.N3ex76'BllE6 11ERWTRI 5A6'CAMI w'x3W'rAFLa06'tRQ1 ED(IB,Q'OLI6D FL70468D et16'-366b 60D1-SOAP �® II 2'-4"AFF Q ihiap°A Pwe.V1IM(PPALD O'x36'N43 GY1a1VOQV698� 5A6'L3M 3M'x134'TA1iON6,FLLALNIB 0.bDVA d486-38D 3� (y O 9'-4" AFF $" 2' V 6'-6" 2" y" k SSFYLE IL3L BODP.L(I4AC11 a13B' x69' aElaruM70FI6Y61BS 5M•L75 3M'xIW'iNLaS,RLL All IUlB 0.KnV d6Fb1-MI .roIDl-roD— °-' (TYPJ (SEE 2/A2) b8N3LEM O PI(PoMCD 0130' %63' aS1a1lIW006T81B'S 6M'IOwY 3M'xIW'TAX.aD,RLL A11 Nab 0.KMLI d6h/•4B1 .roD/-18D 6 36N'4E 161G BI80 PLt (RPACO 3B' X63' QSiQTlMOQ 81'81E94 5A6'tMi CL 3A6' x I w'TAFM,FLL ALL HM 0.KRU 0655/-186 .UPI UP Z Q j b N326RLE4M -11 x 16" MA °� n Has 9FYiE H3L x LLI N T d6 q8D/- 24" MASONRY BASE W o' . C. EffiT60RDOOR tETAI x76' AWAY WA FL 16 A d153 -MR d6Dl-a� 6 ® ESFYif RR6 sail PI(IPALTI 38'X63• aS1a13000Q 6Yift BW'LA3 3M'xIW'TAFLRS,RILALLHaB FLKTRI 4655/-3315 1.1-roD o e F10Dq M VAO1M AtrAtAwBIT1E1HOp �� ° • O . O OO (OBSC,TEMp)) B PRCOUCf • PRABOTARAwAI WQD3GDBIw FYwwDO WINSTGN-B-LW-MODIFIED ( NFRfR F PRSSF£ 9 O axe 3 abTa1 6T6 T6a1s616)1860M N10 WX OR VAL atW'EL[0 LLQe40aI6 N10HOLWWORGRMFR IDBACK R5701 D/450 Date: 08-18-2 KD m FLWifaSLiD 6 PERCODE 0.16D63 SUFG 8QD00 13)IAYER48N000 APF�10M4PiON51'IWLI• 4'-8° 2'-0" 4'-8" 8" I'-7" 1'-4" 6'-d" I-4" 6'-I° q'_I" 5M snccc R (3)LAYME =APP HWH( gDPEf�ILOIIIEDTOTMTAILSPWFMRVMI,HALORSTAKE Scale: ASSFIOILN FI W.41E PAsb18 WA 21'-4°-I;_m;; 2;_3,; 0,; ;, 6'0J'AN ORMaE 2'-IO" a'-2 2'_10 ALL L G D R C C 0 Drawn: T5 - - - 59'-5" g;; CONC. Ed.OQC a 11 AFF LIVING 2,551 SF I 8' carc. BLOCK . D'-41 AFFGARAGE 469 SF 4" OR 6" MT, BEARMG PARTITION PULL HEIGHT PORCH 340 SF SCALE: 1/4 I I b' PARTI11O1J Ilp R-8 M''ILATION (11PR4Y F041'U ENTRY 232 SF '... 4" OR 6" Kr. PARTITION FULL IIEIGW TOTAL 3,592 SF