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HomeMy WebLinkAboutBuilding PlansFAD 5J8IRC Ls#z3si1 .— HP -- WR — HP ALP --- QHP — — HP TRACT 4 N VACANT 0 O O TRACT 39 VACANT CATION MAP A ARC LENGTH A/C AIR CONDITIONER BM BENCHMARK C CALCULATED FROM FIELD MEASUREMENTS C/L CENTERLINE CM CONCRETE MONUMENT CONC CONCRETE DEG OR DEGREE ELEV ELEVATION FFE FINISHED FLOOR ELEVATION FND FOUND ID IDENTIFICATION NUMBER IP IRON PIPE SITE PLAN LOCATED IN SECTION 34, TOWNSHIP 34 SOUTH, RANGE 39 EAST T518InC N 89032'36" W r#79o3 TRACT 3 VACANT OCCUPIED AS ONE 30'RIW PER SALESMAPOFPLNEACRES I SET.S18IRC OFFICIAL RECORD BOOK 3979, PAGE165 r LB # 7.903 _\ 30'RIW PER SALESMAP OF PINE ACRES OFFICIAL RECORD BOOK 3979, PAGE165 N LLo TRACT 40 CM VACANT O N NOTINCLUDED T PAY, 1 TRACT 1 MONTE CARLO COUNTRY CLUB UNIT TWO PLAT BOOK 23, PAGE 26A 10'PUBLICDRAINAGE'& UTILITYFASF,MF.NT -97ZP ALP_ wP A_ r — - sETs/�8orxc N 89032'36" W — 186. 0' 1AZ s. 11 157128 15. 12iQ ACLUSTER ' , 79.8' 15.9 POSED 15' COVERED O� 16] 15.7 EwTRv i 7' rn 1139 TEP PRO 8 75 wEiL 3 N/ STEPS 153 O 16 ArEslwe - 25 0 O PA M ao °' 2z ?Vo Gg5 trt 0.3' 1 SAO ENC� 11 5 A'.`]� STEPs ROPOS�tN1 w o. 15.8 COVERED ZY 1 — IS 7 PORCH 2 DRAINAGE& UTILITYFASEMEW 15.0 6.0 d �, ET 51 10'PUBLICDRAINAGE & UTILI7'YE4SEllg'N7' 15,9 B #: 1 .2 —% 40.1 SET5/8IRC N 89032'36" W 176.00' LB # 7903 BENCHMARK 54.4' F.LEV.=16..05' / 2 7 PROPOSED n, GREEN AREA PROPOSED / DRAINFIELD Rg 0` +-W S" FT IO �29 � 16.3 k( 10, Z = 111' IV o 10, o y 15.7 9. TRACT 1 11' VACANT (�I z � �$ 15.7 OCCUPIED AS ONE m I I �' PALM 15.6 O n g6 � 12; 16' 206.8' Ono a3 � PROPOSED I2' I �' _ SHELL DRIVE T '/ PALM 15,9 _ STEP pq -� 7 PALM N O Lo (6 /-�37 PROPOSE 1 CONCRETE 15.7 14' °O O CD C Lo 1b' N t\I '� 01) 17- ��/ / 9 .3 15,5 PAL s PALM 15.5 12' 15.5 116.3' ` 15�8 L09 21' I I 9,5PROPOSED PALM s 11594i SHELL DRIVE 16.1 156 15.8 SET 5/8IRC g 10' LB#7903 3d PERSALESMAPOFPINEAC.'RE_S SET5/8IRC 3�I1/W PER INEA 15.7 R✓M' I� OFFICIALRE K39?'9,PAC BENCAMACtx LB # 7903 15' I OFFICIAL RECORD BOOK 3979, PAGEI65 / 161 g• _ELEV. I5.80'—_ SET S/8IRC 0 OO Lo CV o mi 0IN m #7903 FARMROAD 1 0 — 76-00_ 89 24 E _ FARM ROAD 30'1?/W PER SALES MAP OEPINEACRES 30'RIW PER SALESMAP OFPINEACRFS --- n OFFICIAL RECORD BOOK3979, PAGE165 OFFICIAL RECORD BOOK3979, PAGEI65 TRACT 41 VACANT NOTINCLUDED I I FND 5/8IRC I LS#2391 186.00' S 89030'24" E 548.00' TRACT 45 OCCUPIED �WCIO DWF.Al :1--] N AVA F.A% DOM IR IRON ROD IRC IRON ROD & CAP LB LICENSED BUSINESS LS LICENSED SURVEYOR M MEASURED DATA MON MONUMENT NAVD NORTH AMERICAN VERTICAL DATUM NO OR # NUMBER NTS NOT TO SCALE OHP OVERHEAD UTILITIES ORB OFFICIAL RECORDS BOOK P PLAT DATA PG(S) PAGE(S) TRACT 44 OCCUPIED w 1! O, �I I. I 1 d Imp . I' I� #Q 1, 0 2Q 0 ° N °' CD TRACT 42 I I y I N CY) aj VACANT a I 21 00 Lo NOT INCLUDED Z W L0 ° �o N O a0 I o y I IJ I I ( I I I FAD 5/8IRC FND 5187R h 0' PSM#497I 186.00' (NO ID) x—x—x—xx 40-0 x—x—x—x—x x—x—x—x— C�TIITDD DL`T I!`D I -. PLS PROFESSIONAL LAND SURVEYOR POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER R RADIUS RLS REGISTERED LAND SURVEYOR R/W RIGHT-OF-WAY ® WATER METER & AND © AT DELTA UTILITY POLE TRACT 43 OCCUPIED I I I� 1,E VII Ln LEGAL DESCRIPTION_ 6 w M v TRACT 1 Z a M conG W A TRACT IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 34, TOWNSHIP 34 SOUTH, RANGE 39 EAST, a/k/a TRACT Q 0 1, AS SHOWN ON AN UNRECORDED SALES MAP OF SUNSHINE STATE LAND COMPANY'S "PINE ACRES", MORE PARTICULARLY 11%W J T 3 DESCRIBED BELOW: ,^ V m LL M US Z 06 2 L < N COMMENCE AT THE SE CORNER OF THE WEST 1/2 OF THE NE 1/4 OF SAID SECTION 34; THENCE GO N00°11'20"E, ALONG THE m z W EAST LINE OF THE SW 1/4 OF THE NE 1/4 OF SAID SECTION 34, THE SAME LINE BEING THE CENTERLINE OF JOHNSTON ROAD AS }. 0 N w 0 DEEDED, FOR 863.5 FEET, TO A POINT; THENCE GO S89°55'34"W PARALLEL WITH THE SOUTH LINE OF THE NE 1/4 OF SAID W 0 W w L j SECTION 34, FOR 30 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUE S89°55'34"W FOR 186 FEET, TO A POINT; THENCE \ Z 0 v 16,59 GO N00°11'20"E, PARALLEL WITH THE CENTERLINE OF SAID JOHNSTON ROAD, FOR 262.55 FEET, TO A POINT; THENCE GO > U) w N89°52'47"E, FOR 186 FEET TO A POINT ON THE WEST RIGHT OF WAY OF SAID JOHNSTON ROAD; THENCE GO S00°11'20"W, m FL to LL ALONG THE WEST RIGHT OF WAY OF SAID JOHNSTON ROAD, FOR 262.7 FEET TO THE POINT OF BEGINNING, RESERVING, N I o HOWEVER, THE SOUTH 30 FEET THEREOF FOR STREET PURPOSES BEING AND LYING IN ST. LUCIE COUNTY, FLORIDA. to W LL m TRACT 2 J Q U) W aF 70-0 y , A TRACT IN THE SOUTHWEST 1/2 OF THE NORTHEAST 1/4 OF SECTION 34, TOWNSHIP 34 SOUTH, RANGE 39 EAST, MORE Z U = w o PARTICULARLY DESCRIBED AS FOLLOWS: J o J t3 °al ^ oy Q = IY (V COMMENCE AT THESE CORNER OF THE WEST 1/2 OF THE NE 1/4 OF SAID SECTION 34; THENCE GO N00°11'20"E, ALONG THE Z N v EAST LINE OF THE SW 1/4 OF THE NE 1/4 OF SAID SECTION 34, THE SAME LINE BEING THE CENTERLINE OF JOHNSTON ROAD AS N LL O Zo Y DEEDED, FOR 863.5 FEET, TO A POINT; THENCE GO S89°55'34"W PARALLEL WITH THE SOUTH LINE OF THE NE 1/4 AND NW 1/4 LL O J Z OF SAID SECTION 34, FOR 216 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUE S89055'34"W FOR 186 FEET, TO A QLLZ O POINT; THENCE GO N00°11'20"E, PARALLEL WITH THE CENTERLINE OF SAID JOHNSTON ROAD, FOR 262.39 FEET, TO A POINT; G. cOoo IL THENCE GO N89°52'47"E, FOR 186 FEET TO A POINT; THENCE GO S00°11'20"W PARALLEL WITH THE CENTERLINE OF SAID 44 JOHNSTON ROAD FOR 262.55 FEET TO THE POINT OF BEGINNING, RESERVING, HOWEVER, THE SOUTH 30 FEET THEREOF FOR STREET PURPOSES BEING AND LYING IN ST. LUCIE COUNTY, FLORIDA. TRACT 3 A TRACT IN THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF SECTION 34, TOWNSHIP 34 SOUTH, RANGE 39 EAST, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SE CORNER OF THE WEST 1/2 OF THE NE 1/4 OF SAID SECTION 34; THENCE GO N00°11'20"E, ALONG THE w EAST LINE OF THE SW 1/4 OF THE NE 1/4 OF SAID SECTION 34, THE SAME LINE BEING THE CENTERLINE OF JOHNSTON ROAD AS t~i z DEEDED, FOR 863.5 FEET, TO A POINT; THENCE GO S89°55'34"W PARALLEL WITH THE SOUTH LINE OF THE NE 1/4 AND NW 1/4 C6 OF SAID SECTION 34, FOR 402 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUE S89°55'34"W FOR 186 FEET, TO A w POINT; THENCE GO N00°11'20"E, PARALLEL WITH THE CENTERLINE OF SAID JOHNSTON ROAD, FOR 262.24 FEET, TO A POINT; ? W THENCE GO N89052'47"E, FOR 186 FEET TO A POINT; THENCE GO S00°11'20"W PARALLEL WITH THE CENTERLINE OF SAID a JOHNSTON ROAD FOR 262.39 FEET TO THE POINT OF BEGINNING, RESERVING, HOWEVER, THE SOUTH 30 FEET THEREOF FOR STREET PURPOSES BEING AND LYING IN ST. LUCIE COUNTY, FLORIDA. z o- I"� as v218 fi U >- ai 16.79 STREET ADDRESSCD A UNASSIGNED JOHNSTON ROAD, FORT PIERCE, FL. 34951 TE IO W Z 2 AIU6 1 208 O OK gY; GENERAL NOTES per_ END NAIL & DISK PSM#4971 I I I 0' 40' 80' 120' mmmoiFNl) R/R SPHCE LNi,UTOUF Q woo 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. O lla w Q U-) � 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED Z z 0 w N SURVEYOR & MAPPER. W O cy) o z I—~J >ow 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED Z Z LL w o SURVEYOR & MAPPER. �( = w � w 0 �o" o wi o� 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE SOUTH LINE OF PINE ACRES, HAVING A BEARING OF O IY z w< a 5 S89°30'24"E, ACCORDING TO THE PLAT OF PINE ACRES, (UNRECORDED) SAINT LUCIE COUNTY, FLORIDA. (ASSUMED DATUM) �'�^ M J C) W K a -0 n 2 2 06 W a 0 �z�o 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE Z Z F w ° o MAP, COMMUNITY PANEL NO. 12111 C 00701, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE _ CD � oa $ o v) � DETERMINED BY AN ELEVATION CERTIFICATE. O (� .020 UJ LL @ ��Zm 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. Q Z w WT k z > O >�Fw on 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND DECIMALS THEREOF. V 80 z o ow W ow- 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. z ' Z w 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 1— two ° z o o fA aaoo 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. DRAWN BY: CA 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS. CHECKED BY: CA 12. THE LAST DATE OF FIELD WORK WAS FEBRUARY 25, 2019. DATE; MARCH 22, 2019 13. UNITY OF TITLE TO COMBINE TRACTS 1, 2, AND 3. HDRIZDNTAL SCALE; 1•_qp NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SEAL' SYSTEM. - - 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES ` EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT, CHARLEf§ ARNO E 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2018. PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICENS NO.497 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. RI ED DATE SHEET 1 OF 1 PROJECT NO. 19-505B a SET. /8IRC LB#7903 N 89032'36" W OHP — OHP — OHP — OHP - 186.00' FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # AW-19Y707L & Well # 5,949,V Date: S/fps/i 9 _ 4,E OHP — OHP — 1 N M O TRACT 3 U) VACANT 30'R/W PER SALES MAP OFPINEACRES OFFICIAL RECORD BOOK 3979, PAGE 165 SET 5/8IRC LB # 7903 S 89030'24" E 186.00' 30'R/W PER SALESMAP OFPINEACRES TRACT 40 VACANT 40' SET 5/8IRC LB#7903 -_ unr — unr — unr — SITE PLAN LOCATED IN SECTION 34, TOWNSHIP 34 SOUTH, 60' SAINT LUCIE COUNTY, FLORIDA STREET ADDRESS TRACT 1 MONTE CARLO COUNTRY CLU UNIT TWO PLAT BOOK 23, PAGE 26A N 89032'36" W 0HP — OHP — OHP — OHP — OHP — HP — OHP — OHP — OHP ' RANGE 39 EAST UNASSIGNED JOHNSTON ROAD, FORT PIERCE, FL. 34951 r— B SET 5/8IRC DRAINAGE & UTILITYEASEMENT --t— LB BENCHMARK 6 , 0 ELEV.=16.05' 10'PUBLICDRAINAGE UTILITYEA.SEMENT 15.9 17,2 1 I 16.5 16.59 = 15.0 )5,�5 6'92 I I Cz'T ATOP N 8903236" W 176.001 5 9 SET58IRC I / �I 25.2 I LB # 7903 1 16 0 8 15,7 ' o 179 8 1 2 15,7 1211 5415,7 PROPOSED CLUSTER 12 79 8, 9 12„ GREEN AREA 6 PROPOSED i i DRAINFIELD o �A�d +-580 SO FT I 15,9 PROPOSED 16,3 15" COVERED 101/ 15, 15 8 15.7 ENTRY 0 16 8" 11" 15,9 0 ��'O' go, 16.E 16,0 15.9 PALM 11" o 13 p, g %gam 1-&0 16.1 1 PROPOSED o o 11 10 0 WELL A2- 1 11 16.4 G'CI Z 7 M 15,6mnco g 15 I ti PROPOSED 25? FZP Q E PALM wAmLmE oZz OPO` S w PALM o o I h 6 u7 60.3' ° o P S O( GGE 30. 11' 6 15.8 ' O 16, x 5 1�F ,1g 612" " ii _ �N o \N�MF � , 315,8 . F TRACT 1 o I ~~ DIOPOsED M\N �s PALM g COVERED �' 3 's"r ° n_ 191, PAL 1517 A1ALM LM � 213 PM CD . 15,9 15,7 ° LO 0 \ PALM C) N PROPOSED / 15.7 U) (6 = Q CONCRETE 14" LO I 1 170 "� �15-9 — 15.3 0 17" 15,2 4 101, PALM x 5.87 9" 15.5 I 15,5 1 14" 12'S 1 16. 10"9 15 21'S PAL 1 kHEELL 15A ROPOSE PALM 1�;8 1194VDRIVE 191 15.6 9" SET 5/8IRC LB#790 6 0 D15,8 11" N 89020'47" 186,00, 8'FARMROAD A ARC LENGTH A/C AIR CONDITIONER BM BENCHMARK C CALCULATED FROM FIELD MEASUREMENTS C/L CENTERLINE CM CONCRETE MONUMENT CONC CONCRETE DEC OR DEGREE ELEV ELEVATION FFE FINISHED FLOOR ELEVATION FND FOUND ID IDENTIFICATION NUMBER IP IRON PIPE IR IRON ROD LEGEND & ABBREVIATIONS IRC IRON ROD & CAP POC LB LICENSED BUSINESS PRM LS LICENSED SURVEYOR PSM M MEASURED DATA R MON MONUMENT RLS NAVD NORTH AMERICAN VERTICAL DATUM R/W NO OR # NUMBER NTS NOT TO SCALE & OHP OVERHEAD UTILITIES ORB OFFICIAL RECORDS BOOK P PLAT DATA PG(S) PAGE(S) PLS PROFESSIONAL LAND SURVEYOR POB POINT OF BEGINNING SET 5/8IRC 5.8 0„ LB#7903 \ 115 I BENCHMARK ELEV.=15.80' 0) ih RACT 41 co M CCO VACANT 0 NFND 5/8IRC PSM # 4971 POINT OF COMMENCEMENT PERMANENT REFERENCE MONUMENT PROFESSIONAL SURVEYOR AND MAPPER RADIUS REGISTERED LAND SURVEYOR RIGHT-OF-WAY WATER METER AND AT DELTA UTILITY POLE OAK TREE PINE TREE 1 I I o I 30'R/W PER SALES MAP OFPINE ACRES & I OFFICIAL RECORD BOOK 3979, PAGE 165 SET 5/8IRC N 89020'47" W LB # 7903 1 _ 176.00' ---- 4 8'FARMROAD 30'R/W PER SALESMAP OFPINEACRES TRACT 42 �'� N � VACANT oN sn FND 5/8IR (NO ID) !iti!3011e; U) 0 i IFND RR SP I NO ID LOCATION MAP It 5�ucq�a iD LEGAL DESCRIPTION ekQ A TRACT IN THE SOUTH % OF THE NORTHEAST 1/4 OF SECTION 34, TOWN 3�} SOUTH, RANGE 39 EAST, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE WEST%Z OF THE NORTHEAST%4 OF SAID SECTION 34; THENCE GO N00°11'20"E ALONG THE EAST LINE OF THE SOUTHWESTY4 OF THE NORTHEAST1/4 OF SAID SECTION 34, THE SAME LINE BEING THE CENTERLINE OF JOHNSTON ROAD AS DEEDED, FOR 863.5 FEET, TO A POINT; THENCE GO S89°55'34"W, PARALLEL WITH THE SOUTH LINE OF THE NORTHEASTY4 AND NORTHWEST %4 OF SAID SECTION 34, FOR 216 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUE S89055'34"W, FOR 186 FEET, TO A POINT; THENCE GO N00°11'20"E, PARALLEL WITH THE CENTERLINE OF SAID JOHNSTON ROAD, FOR 262.39 FEET, TO A POINT; THENCE GO N89°52'47"E, FOR 186 FEET, TO A POINT; THENCE GO S00°11'20"W, PARALLEL WITH THE CENTERLINE OF SAID JOHNSTON ROAD, FOR 262.55 FEET, TO THE POINT OF BEGINNING; RESERVING, HOWEVER, THE SOUTH 30 FEET THEREOF FOR STREET PURPOSES; BEING AND LYING; IN ST. LUCIE COUNTY, FLORIDA. THE ABOVE DESCRIBED PROPERTY IS ALSO KNOWN AS TRACT 2, AS SHOWN ON AN UNRECORDED SALES MAI) OF SUNSHINE STATE LAND COMPANY'S "PINE ACRES". Ln Ln M 0 U Za°' Q OJ > W 4) C'm � n U) Z 7 Up N ce Z W O WO U) a U. itL �- > ` W Z / � � oc y m LL m wi N V+ Z a� OD i, Q Z V x> CO ,JOB S2o 0 (j) x rr LU Z W z N U. Q 0 w Z Q � z a IL 00 I* . Ilulcl W z 0 V) w w GENERAL NOTES 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. 0o'0 w� 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS O &w� NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & -j a== MAPPER. L' § 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE w-oo0wo SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED a0� SURVEYOR & MAPPER. to o LU d ww"~ 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE K--j SOUTH LINE OF PINE ACRES, HAVING A BEARING OF S89'30'24"E, V Q z zoOZ ACCORDING TO THE PLAT OF PINE ACRES, (UNRECORDED) SAINT Wrn > now � LUCIE COUNTY, FLORIDA. (ASSUMED DATUM) Z W � o w> Zoe 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY Z Q o ��03 IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, N = U)a wzSg0 COMMUNITY PANEL NO. 12111 C 0070 J, EFFECTIVE DATE O : ~ wwW FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE C) w w°o° DETERMINED BY AN ELEVATION CERTIFICATE. < a oS9 O U0gO L U o w w �QWa 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL T m�zm DATUM (NAND) OF 198i�. Z w�kw RECEIVED z o 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED U o0o0 STATES STANDARDS, IN FEET AND DECIMALS THEREOF. AUu as ,,� w ffi>�� a&�z 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE r k�F+M{g9WniKtPdwIlKLlr� 3o'D BEEN LOCATED AND SHOWN HEREON. t— SOD2 <<00 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. DRAWN BY: CA 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF CHECKED BY, CA OTHERS. DATE: MARCH 12, 2019 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS —OF —WAY, EASEMENTS OF RECORD, HORIZONTAL SCALE: OWNERSHIP ABANDONMENT'S DEED RESTRICTIONS OR MURPHY 1"=20' ACT DEEDS. 12. THE LAST DATE OF FIELD WORK WAS FEBRUARY 25, 2019. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING A TWO r `' (2) DUAL FREQUENCY TOPCON HYPER GA If SYSTEM. ! .w SEAL 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED - x CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. CHARLES ARNOLD PROFESSIONAL SURVEYOR & MAPPER 3. CPS SURVEY MEASLREMENTS WERE PROCESSED AND ADJUSTED FLORIDA LICENSE NO.4971 USING CARLSON SURVEY 2018. 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS PRINTED DATE MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE SHEET 1 OF 1 (F.A.C.) 5J-17-051. PROJECT N0. 19-505 4 ��o I t, $ y'S<, 8" �=zI �" 5 , � , �, � a,. $, z,. K6R�f'f Qoub N OQ&NH�fe 60 Z5, SNZS Sta zS -� 3L• 5arae� ' S�frn4 M fi aN�or'1 I LA L y to L L _ L°I 00 p� ,, sr4zG SHzo q� 1 0 �n Cu `Q 6ATi'! �E�J1Z N1 5RL4 L4 _� t�cLc, • a • cc _ SNzCo il'�tk tte a = s (t �/1 btc DQLLD U1 N 541#6 ° O�F10E M `+- R'��i _d' to"roc• , — • "pn _ 1 "�a°twe • MStTo °g��M 1O11 o n�Rov. � "4ao a$ go oN 6n-T I- I/Z$Arl cLc.C) eff CS �� pC V 6 e tYIhS C - — -- ism KOz PZ a68 INN top -0 d' O • to Sld � _ • W H 0 - �4 r GA V ko -6" rz K Iz" coNc ZjLra. gt oaK. cCLr w/ 4* 5 s3R�i UJ Er`L�y CELL ;: Lac g a (19 11 VC �'or — Z$$'FKT `� l} O 05) — FLAT I !•LOPS 5 1 s b I Zo-o'' q,I j I Y'tTcKF—N1 GREAT wlcobM �Q.tINL>�`1' I iauesir 40? ".co � fitssl �O°CLCo, SHELV65 - --� ,E— ,, a L I — I 6N24 S i"07� !A u 3-7 _ 2' J'f _ 3'-0 u 1N1r.ne r CD P G9lo� OF9Lo OL Pea°eo p °a3 3 `� FZIaCy CLiP Q 0; MMPC g N v I-- r �It�llhlC� '�Op _ I au 8 htr2cr. bt}Z� I I , L l5 I �a 1.4• L4 _ G 4 - -' A I u u \ALS I I i I f o lo_� Io Cto �., 10'-Co" 8t A- 9 � 4" Int ,. Fe ®e-6 el --la .o la-o ZZ-o 1.13 , , I W S'O L 1 'S ., 4-0 Lb •a L4 r I ARCHITECT FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Architectonic I n c Supersedes AN Previous Site Plans for OSTDS # �6tfl%, /9 J69Z & Well # 59-y9Sij Date: 5- ti f f 806 DELAWARE AVENUE Reviewer: FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCH ITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 oil N N RECEIVED — �I.)G JECT TESTA RESIDENCE ST. LUCIE COUNTY, FLORIDA L a MICHAEL J. SEAL, AIA AR96898 M REVISIONS 1NO.1 DATE I REVISION ■ 4 c i 1 Z�4N 8`t-d Zl I 3=0 to - co ` to = Cs�" to•- �`` to'- �" w F 0 N L/ %,Q) O • 22� o`° _g rK 1 4 . I l si ~c I 00 u , f>D I— t 1 53'•F!•- Iz�tz� 12KIZ�CoNC� $1-K - I Gr`t P j �c-a I rs_, do CIP F-Z A3nC77P° �J _Q 4. LJ i s 8.4 REVISIONS KEY PLAN ew � L,c F-,V i6i D_ etr=YA V/4" EL-E--VA17() t-4 11A<< um TESTA RESIDENCE ST. LUCIE COUNTY, FLORIDA I REGISTRATION MICHAEL J. SEAL, AIA AR96898 REVISIONS INO.1 DATE I REVISION .. ■ ARCHITECT PRODUCT REVIEW e- C N%. - L ROOF SHEATHING NAILING ZONE INFO. ZONE PI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, ZONE P2 4' X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD. ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD NOTES: 19/32" COX PLYWOOD SHEATHING 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM D226. PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVA GLASS ATTACHMENT METHOD PRESSURES (WORST DESIGN I# TYPE CASE) PRESSURES ROOF ZONE I-31A -1425 OWENS CORNING UNDERLAYMENT FL# N/A STARTING AT EAVE WITH A MIN. 3"SIDE LAPS AND ZONE 2 -4&4 9777.7 MIN. 6" END LAPS STAGGERED MIN. 6' FROM ZONE 3-76.6 PRECEDING COURSE ROOF ZONE 1-31A -129.25 JA TAYLOR ROOFING 5 V CRIMP FL# N/A #9 X 15 CORROSION RESISTANT WITH SEAUNG ZONE 2 48A 17443,1 WASHERS W/ MIN. 5/16" PENETRATION OF ROOF DECK ZONE 3 -76.6 @ 6" O.C. PERIMETER & MAIN FIELD FASTENING @ 12' O.0 DOOR ZONE 4 -33.8 -50 THERMATRU GLAZED FIBERGLASS FL# IMPACT X" TAPCONS 'I114" MAX. O.C.. 6" ON CORNERS, 2" ZONE 5.41.4 SINGLE DOOR 7630.1 MIN. CLEARANCE TO MANSORY EDGE & 4" MIN. CLEARANCE TO ADIACENTANCHOR, 14/4" MIN. EMBEDMENT DOOR ZONE 4 -33A -50 THERMATRU GLAZED FIBERGLASS FIX IMPACT X" TAPCONS W 14" MAX. O.C., 6" ON CORNERS, 2" ZONE 5.41A DOUBLE DOOR 1630.4 MIN. CLEARANCE TO MANSORY EDGE & 4" MIN. CLEARANCE TO ADJACENT ANCHOR, 1-1/4" MIN. EMBEDMENT W/ 4" & If CENTER CLUSTERS WINDOW ZONE 4-33.8 -so PGT INDUSTRIES PW7728A NOA# IMPACT WULTRACONS @l2" MAIL D.C., V ON CORNERS, ZONE 5 -41A 18.0430.05 1-31V MIN. EMBEDMENT & 1" DISTANCE TO EDGE WINDOW ZONE4-33A -80 PST INDUSTRIES SH700A NOA# IMPAT XF ULTRACONS 017-3/4- MAX- O.C., 1-3/8"MIN. ZONES -41A 18-0430.06 EMBEDMENT & 1" DISTANCE TO EDGE THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY _ . THIS OFFICE FOR THESE PRODUCTS. CONNECTOR SCHEDULE TRUSS ID BEARING POINT(S) TRUSSACTUAL UPUFT(GROUPED, WORST CASE) SIMPSON CONNECTORS) CONNECTORS) UPLIFT DESIGN FASTENERS Al EACH 2636# (2) HETA 20 (1) HTSM 20 2500# 1175# 18.10dx1.1/2" 10-10d A2-AI3 EACH Ills# (1)HETA 20 1810# 9.10dxl-1/2" A14 EACH HANGER BY TRUSS COMPANY BI-B7 14 BRG 1332# (1) HETA 20 1 1810# 1 9.10dx1.1/2" 2ND BRG HANGER BY TRUSS COMPANY C3•C2 EACH 951# (,)HETA 20 1810# 9.1WIx1-1/2" C3-C10 1'T BRG HANGER BY TRUSS COMPANY 2n' BRG 8,1# (1) HETA 20 1810# 9.10dx1-1/2" C11-C14 EACH 913# 1) HETA 20 18109 9-10dxl-1/2" C15 EACH 3137# (2) HETA 20 3 HTSM 20 2500# 117S# 18.1001.1/2" 10.10d D1 I" BRG 499# (1) HETA 20 1810# 9-1061.1/2" 2ND & an BRG 3576# (2) HETA 20 (1) HTSM 20 250011 1175# 18-10dx1.1/2" 10-10d 02-D4 EACH 942# (1)HETA 20 1810# 9.10dxl-1/2" DS EACH 3231# (2) HETA 20 1 HTSM 20 2500# 1175# 18-10dx,•1/2" 10.10d El-E2 EACH HANGERBY TRUSS COMPANY E3 1n BRG 1820# 1 (2) HETA 20 2500# 9-10dxl-1/2" Vo BRG HANGER BY TRUSS COMPANY F343 EACH 1315# (1) HETA 20 2810111 9.10dxl-1/2" F4 EACH 4252# (2) HETA 20 (1) LGT2 2500# 2150# 12-16d 16-I64& 7.1/4" x 2.1/4" TI7EN5 KING JACK 1P BRG 7430 1)4TA 20 1810# 9.3Ddx1- 2" 2ND BRG 591# (1) Mrs 16 1OD0# 14-10dxl-1/2" HIP JACKS In BRG 157# 1 HETA20 1810# 9.10dx1-1/2" 2ND BRG NAILED PER TRUSS COMPANY VALLEYTRUSSE6 48"O.C. 672# 1 NITS 16 1W0# 14-10dxl-1/2" PIGGY BACKS 48" O.C. 613# (1) NITS 16 1000# 1 14-1001"1/2" I KV" INYUKMAI Ivry I AACN MUM MANUllI UKtK"5 SHUT UKAWING5. KM BUILDING COMPONENTS, JOBTESTA RESIDENCE #00386 ST LUCIE COUf4�(. TRUSS ENGINEERING DATED 12/2712018. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT, I-vo.F STD u CT LJ ,I Lace. r p �rJ2i t CY J 44 -f'o? ?4A,T T 4 STLlAS rP-Z4`O,C.r 4 ewtom FLk"rF_ K4+ FLO 0 i>e �^{t�+C„/�L_ �.,�.tT�-�•tQ�,. WA,I'.-� s�cT-io�J V, LINTEISCNFQIItE MAN FA LINTEL NO- IR R: a T-fRETE LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L 1 YID" 8974# _ 763411 BF24/1T-18 L2 3'-6" 6974# dfj %i% 5591# 7tybk 8F24/1T•18 L3 4'-0" 8975# 4853# SF241T.12 L 4 4'-Ti" 8672# 0 4292# % 2.0 SF24/lT-iB L5 5'-4" 7342# 3607# SF24/11-1e L6 5'1(Y' 6036# 32959 8F24/IT•18 07 6'-6" 83604 29S99 SF24/ST-18 l8 7'•8" 5681# G � 2571# 8F24f1T•18 L9 9'-4" 3486# 1811#-- - 8@4/1T-18 120 W-6" 2781# - loj"$ S4S8# SF24/IT-10 L 11 i 1'-4" 2423# 1272# 8F24/11-18 112 I2'-0" 2193# O 7W 1151# ZP 8F24/11-18 L13 13'd" 1838# 2# SF24/1T-18 L14 14'-0" 1697# 887# 8F24/1T-18 L 15 14'-8" 2245# 823# AAto,* 8F24/1T-1B L16 157-4" 2058# 7674 8F24/1T-1B L17 17'd" 16D9# ---- 637# SF24/IT-18 L IS 19'-q" 1282# 5460 8F24/1T-1B l,9 2174" 1114# 480# 8F24/1T-1B l20 22'-V 1097# 461# 8F24/17•18 L21 24'.,p" 8840 416# RF24/4,T-18 N R(_ljST-CRETE _- LINTEL NO. -it-1 LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM 4'd" 8060# 4409# SF22/3T-16 RL-2 4'-6" sow 4224# _ T BF22JIT-18 RL-3 S'-8" 8066# 3277# SF22/1T-SB RL-4 $'-10" 8GW# 3176# 8F22/3T-1B RL.S N-8" 79154 2758# - -- 11F22/1T46 Rlb 5743# 0 6- - 2442N 7 Ze 8F22/1T-1B Rl-7 9'-8" 3129# 1893# SF22,'iT-18 NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 1Xfo T-*-C� CLG, ICP.L w,4t.L � ieo� A4®t{ICDP"m�• A:C Ira rJ s-I cM Col., bt3co"P' •a FAG. 'P0PCC4 SE.C-7-1cc�K DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL CODE. CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702,4 OF THE FLORIDA BUILDING RESIDENTIAL CODE. WALL AND CERJNG FiAIISMS, SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE"DEVELOPED INDEX OF NOT GREATER THAN 450. ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT 'PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450, FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. TABLE R30'1.2(1) CLIMATIC AND DRAIORAPFIIC DPRUIN CRITERIA WIND DESIGN SUBJECT TO DAMAOE FROM AROUND SEISMIC WINTER I08 BARRIER AIR MBAN SNOW BpNd' Topographio DESIGN Pro,' "no DESIGN UNDERLAYMENT PLOOO PREBZINQ ANNUAL LOAD mph elfaoN"(NA CATEGORY' WeatherinR' �dseth° Tarmite° TEMP' REQUIRED^ HAZARDSP INDEXI TBMW NA Very Sae C+tg. R301,2(b) NA Negligible NA HeavyNA NA NA DRYWALL AND FURRING ATTACHMENT P.T. 1 X 2 FURRING @ 16" O.C. FASTENED WITH 1 ''/." CASE HARD NAILS @ 8" O.C. /2" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. 5/8" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. PERIMETER AND 12" O.C. FIELD. CAUL 1C(I,-3 51%%WCo 1-yrnT ��- Pe-oOP t IJ C.o �t.k-K ItiSC�CCI+�TI��% M & ` (n rya' ' \�-1( ��e PL-TAJ L_ r•- �rlg►w Pee.L:+tsT F/L4+fi'O C ,COLT W`/ sl+i5 F3A�`j L.00� A.LI / hfErLt..1.PtL-L re 4Nt�4't-r o r� LOC-P=Ti 0 JU S Pj ` ge' (3.11e.��-e•��a� �PC.�. �i�=s)7ite GrLN'r, nr i coAaC, gGoCrr 53`('r�t f�-J.LtLC_ Lv/1Wsr6Ae-S CCP PeIP B.Gl4rf? 22cCo ;�iCtJ 711we_0 o I e4 V, L-T-M RAe-P ve- P 9tDll0co we+1.P o� a l N Gee d X` Certification for Design Load ComDilance 1. DESIGN CODE: Florida Z9AfPEe11'/Ac. code 2017 Edition w/20_ supplements using ASCE 7-10 2. Structure Design is: X Enclosed _ Partially Enclosed _ Open Building 3. Risk Category: _I 11 III -IV Exposure Category: -B C _D Adjustment coefficient r� 4. Design Wind Velocity 1(�0 mph ----ASD -LRFD End Zone Width ft. 5. Mean Roof Height: 1120-ft. Roof Pitch: /P :12 Parapet ----ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual s . ft. 301 q @ 'MRH (worst case), zone1:-3)14 Zone 2:-*,y Zone 3: 72.GZone 4:-33 SZone 5: ° 01ir Garage: 1131A4 7. Design Loads: Floor: 75 PSF Roof/Dead: /5 PSF Roof/Live 30 PSF Balcony: _PSF Doric: _PSF Deck: _ PSF Stairs: _ PSF Fence: _ PSF Railing: _ PSF 8. Were Shear Walls Considered for Structure? E�Yes _Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided? kYes _Not applicable Explain Why Not: - _ I COPYRIGHT 2017 STRUCTURAL NOTES PROJECT 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.&I. MIN. FIBER STRESS VALUE. 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR SEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2500 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER E S TA WITH 30' MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 1-1/2' COLUMNS 1-1/2' RESIDENCE 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 96% MODIFIED PROCTOR DENSITY. ST. LUCIE COUNTY, FLORIDA 6. ALL COMPONENTS OF THIS - STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDAPUILDING CODE 2017 EDITION 7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 8" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. CLIENT i.. 9. FOR METHOD OF ATTACHEMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. NOTE: ALL $fMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER. DOOR AND WINDOW BUCK FASTENING 1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS 12" O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN, OF 1.114" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2017 FLORIDA BUILDING CODE WITH AMENDMENTS. CONSULTANITS ' OPTIONAL 2 X BUCKS $HALL BE ATTACHED WITH ''%" X 3.1/4" TAPCONS AT IT O.C. WITH DOORS AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-114" INTO BUCK. BUCK SHALL EXTEND BEYOND THE INTERIOR AMENDMENTS. FACE OF FRAME PER Z017 FLORIDA BUILDING CODE WITH 1lZr C.P. D�YTihu- Z) o" FSM R�LoCLe-S �J/ 1-4be 5- PPA'IE A . L4 Nils - W( 1 ir-5 Ps�� C� Po0f=5 #- cL , vi;-a ,-155. 1/z`P2XG'�LL C.M PT -I IX'z Coee Ftt-L, 500 In�S�t ATtdsPJ S0WAJCEAW- • fS L SASS /Aa�tc LTV i 6L C.� f s' MICHAEL J. SEAL, AIA AR96898 REVISIONS ARCHITECT h of7 In.aC. `.,-I 5f,-- fe—� N ELECTRICAL LOAD CALCULATIONS 2625 /► Arch it'�Gr41 ®n'Ic Irlc SQ. FEET 3 VA 7875 VA 2 20 AMP APPLIANCE CIRCUIT!; 3000 VA 2 REFRIGERATOR 2400 VA 1 DISHWASHER 1200 VA 8W DELAWARE AVENUE 1 LAUNDRY 1500 VA FORT PIERCE, FLORIDA 34950 1 RANGE 12000 VA T:7724607751 F: 772 460 4244 1 DRYER 5000 VA 1 WELL 2500 VA WWW.ARCHITECTONICINC.COM 1 WATER HEATER 4500 VA STATE REG # AA26003348 1 IRRIGATION WELL 2500 VA 1 MISCELLANEOUS 5000 VA �? TOTAL 47475 VA COPYRIGHT 2017 bz PROJECT FIRST 10 KVA@ 100% 10000 VA �; I REMAINDER @ 40% 14990 VA TL.r AC /HEAT @ 100 % 12000 VA TOTAL 36990 VA TESTA 36240 155 AMPS 240 �y i (\nm 9 RESIDENCE K PROVIDE 200AMP SERVICE I'�• PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THRUOUT ST. LUCIE COUNTY, FLORIDA I F_®LEC'T`RICL LE ;EXp; CLIENT SINGLE POLE SWITCH 1'I I` THREE WAY SWITCH DUPLEXCONVENIENCE OUTLET ' 220V OUTLET —" MOTOR OUTLET f� I 1 WALL MOUNT LTG, FIXTURE Cl FI FAULT GROUNDPROTECTION CONSULTANTS ® PHONE OUTLET Q U.B. FOR FAN/LIGHT COMBO CABLE TELEVISION OUTLET � A WP WEATHER PROOF RECESSED ..FIXTURE CEILING MOUNT F'IX'fiURE `z SD SMOKE DETECTORS Q DOORBELL a a scat Q CHIMES tip" I I REGISTRATION Sit -b 10 Tvi m " IN 2."C. EV,ECT. SE.C.VlOr REVISIONS 200:5 MICHAEL J. SEAL, AIA AR96898 RtVl SHEET TITLE / SHEET NUMBER PROJECT NUMBER DATE I\Ig,//E or 5 ARCHITECT 41 `(° S2�oWaN I q�£Nu•Xr heZS LI 6jHZS •A �•� n S" Hwy �. � �,► �I; vie' '�i�i♦ is _1 �. 1 . + / 1Nm I � 0 � a o OD all _ Pe3"$4 Fe ve5 ., ,Q - S:,!I IZnl� i2� C.r. NC e6'ca.. �iAPfi Ir.:a Elu�P CE.G.I- G.c't P,) 7" L9 kS " ovP Zt,-®., +� g L 9 C,e'eAto d- M ©OM C5� �� �44�" N 0 /l ►n ` SHEtiBEJj' '' 14 00 1 I N RIP 00 -r M o 4 iOj t:, � � -Z 1N1 o y Gok 2 i 4u\ hHz4, jA 9 -4" L.15 LtO nn 4 �a4»n of ste'ra ,�E tL . I.. a .00 �Dh14 ve-Lq'01 ) D`�l oX8a 0 Let dl�a, Amu ' Itco a I L4• G4 L 4 - 0114Zte 15F:74M SH24+ t,5 p ►5 ., 4 -8 I 1 A.Z, Ott � N L15 4-0 \, L4 r C.� ('e, a* w+ _ It N _ 0 to 1U m C r' a W U U � v Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT ®0 RESIDENCE", ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS W, fix'otcr Cc,(cS::uC 1 REGISTRATION MICHAEL J. SEAL, AIA AR96898 REVISIONS N0 r DATE KEY PLAN Lo REVIEWED F011 -° CODE COMPLIANCE ST. LUCIE COUN' ,y BOCC SHEET TITLE! SHEET NUMBER 1 3114a 61F 7-5 I 4 eke 1 PROJECTNUMBER