Loading...
HomeMy WebLinkAboutBuilding PlansFND RR SPIKE 2 � d FND NAIL FND 3/4" IP IN CUTOUT IN FACE OF PP '(NO ID) NW CORNER OF THE NE 1/4 OF NORTH LINE OF NE 1/4 SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST SECTION 33OR m ST. LUCIE COUNTY RECORD SURVEY FND NAIL �� BENCHMARK (HENRY) (NO ID) ELEV. = 18.88' NAVD OF 1988 LOCATED IN SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST 3 o I I a TE I I� V ' 1 co CN / I / 0' 30' 60' 90' I zLU In / Q Q I WEST LINE OF NE 1/4 SECTION 33, LEGAL DESCRIPTION m TOWNSHIP 35 SOUTH, RANGE 39 EAST SAINT LUCIE COUNTY, FLORIDA DIRT RAMP 819 y x 183 01� x 12,5 ��eya 17,5 SITE 1 MILE . 2 U N U Z >: LU c� g W -i � ItoZ Cav W M qq Z 02 w_ o U W 0 0- L- w W Irw> >U)°W= m N N w ° w z a 0 a W - G O J C9 LLI p 00 O M Mill= � 0, N OU) LU w z a Y Z O _j w u" Go W °- Go z 00 O I / 10, 711- ALL THAT PART OF THE WEST 1/2 OF THE SOUTHWEST 1/4 I EDGE OF WATER 9'9 Q�6 I 0.OF THE NORTHEAST 1/4 OF SECTION 33, TOWNSHIP 35 / 5 3852'� I LOCATION MAP SOUTH, RANGE 39 EAST, LYING SOUTH OF TEN MILE CREEK I 1 ( 4 9 FOUND %' IRC NOT TO SCALE (CANAL NO. 71). LESS CANAL AND ROAD RIGHT OF WAY AND I I LS # 3435 THE EAST 206 FEET THEREOF. C/L 11 MILE ROAD / / �%p���� 8.9 4 CONTAINING 123470.0 SQUIRE FEET OR 2.83 ACRES /- 1 EDGE OF WATER 16,1 r Y 4'4 x 173 STREET ADDRESS > w W 919 1263 "11298 MULLER ROAD, FORT PIERCE, FL. 34945 � ¢ w Q 1.7' I / y' �0 " PROPERTY LINE Sg31N p Z o < ¢ ¢ � Z ARMY COR OF ENG I I / 10 BENCHMARK (FCE-4804) I / �(� 4.7 r < r < ¢ ❑ w m 1V x 16.1 r as LD ¢ ❑ ❑ f ELEV. - 17.74' NAVD OF 1988 I I I / \ LEGEND & ABBREVIATIONS I A ARC LENGTH I 103 A/C AIR CONDITIONER II 65°12 83.4 BM BENCHMARK I CONCRETE BRIDGE C CALCULATED FROM FIELD MEASUREMENTS PROPERTY LINE C/L CENTERLINE I CM CONCRETE MONUMENT CONICCONCRETE II 13.9 x 15, DEG OR DEGREE I L91$ s62 ELEV ELEVATION 1 19. 8 FFE FINISHED FLOOR ELEVATION FND FOUND 13,7 LIGHT POLE 010 1 14.4 x 16.4 ID IDENTIFICATION NUMBER II IP IRON PIPE 6`>^ry��� x 14.5 7.2 IR IRON ROD IRC I IRON ROD & CAP 11 �yti� 8 x 15.0 COVERED LB LICENSED BUSINESS I �(b 0 14.4 15.0' x 14.8 ENTRY LS LICENSED SURVEYOR FOUND 5g' IRc x 17,2 M MEASURED DATA 118 7 "'5 4 LS # 3435 17.69 x1I MON MONUMENT 118.E .0' 17,4 206.6' - 17,7 N&C NAIL AND CAP 1-11 x 19 45 17.2 NAVD NORTH AMERICAN VERTICAL DATUM x16'2 NGVD NATIONAL GEODETIC VERTICAL DATUM I I 4' POLYVINYL CHLORIDE FENCE 17.77 NO OR # NUMBER NTS NOT TO SCALE I 17.9 ZONE "AE" x17,6 OHP OVERHEAD UTILITIES I I x 17.8 x FLOODWAYjr ORB OFFICIAL RECORDS BOOK I y1 P PLAT DATA PG(S) PAGE(S) 17 M N Cj �'`x 17.8 1902. PLS PROFESSIONAL LAND SURVEYOR 01 / POB POINT OF BEGINNING I U)- �C POC POINT OF COMMENCEMENT 1 I 67.0' x 18,2 PRM PERMANENT REFERENCE MONUMENT i 18,3 41.1' PSM PROFESSIONAL SURVEYOR AND MAPPER I GRAVEL ro 1 STORY CBS w GRAVEL o R RADIUS FOUND 31 " IR 1 I DRIVE 10 'O FFE 19GARAGE .3' p 18,1 RLS REGISTERED LAND SURVEYOR IN CUT OUT I 17.0 17.8 18,2 x 1 .28 R/W RIGHT-OF-WAY (NO ID) I 174241.1' 177 FOUND 3X3" CM ® WATER METER 118 0� (NO ID) x 17,9 17,6 11 9 PUMP HOUSE N 89°50'30" E & AND I I 15. ' lile - - - - p AT I x17.3 x17. 0 DELTA 1 16x - - t� 16.52 17 88 15,65 x 16.7 �7 n UTILITY POLE 11, I o 17.95 -- "< N x-TB;i�3 FOUND 3/4" IF IN CUTOUT -- - - _ 5T SW CORNER OF NE 1/4 SECTION 33 .2�__�i� FOUND RAILROAD SPIKE SOUTH LI 117.43 AT C/L INTERSECTION I I BENCHMARK - - - - I 1 ,30 ELEVATION = 17.47' 17.55 w ;E m Flo I UNPLATTED co o I OCCUPIED 1 Nlz FND OLD WOOD POST IN ASPHALT CUT OUT E 8.9 x 17.3 x 15,6 GENERAL NOTES z A °p � z Q f a w a wP(ER x 10.3 W 16,6 x x 7.2 O¢ o W❑¢ 0 oa w Lw v o L� w vi o z ¢ N�GN TOP OF BANK " " 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. P;E X5 4a7 14,3 AE m� ZONE x 16.5 > ° Sg8 x 15,5 w FLOODWAY 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP OR REPORTS o L� a r1 o o a a H n d a o 3 THEREOF ARE NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & w ca w x 15,8 x 16.8 3.9 MAPPER. Faa A a> w A> wra a raraI__ bi w< 0� p x 15.5 ¢ ¢ a ¢ ¢ ¢ ¢ x 15.7 x 16.2 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE r ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ x 14.8 AND ORIGINAL SEAL OF THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. PA w u w w w ❑ 17.2 17.2 00, a.0,ODOD �I DID 19.1 x 16.4 16,6x GRAVEL 61.1' 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO/BASED UPON THE No 0 0 0 0 0 0 0 0 0 19,0 "76 POOL DECK - }6�- W CU C, (U N (ll (U (U CU (U (U x 15.9 x 16.e 16.9x 19.9 WEST LINE OF THE NE 1/4 OF SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST, F- w '- CONCRETE M 8 B 1173 LIGHT POLE WITH A BEARING OF S 00 05' 05" W, ASSUMED DATUM. q o `��° N N ro \ STEPS PROPERTY LINE . CU m � m OD CU m 00 OD egg 19, � 17.0 x 0 .-, 0 0 0 0 0 0 0 0x 17,3 x 16,3 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE 2 17,0 1 3 18.8 POOL 7 AE-18.2', ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL 1 9 151.2' w lx'1--x�' / 1e.8 2o,i 19,4 �m pOLE NO. 12111 C 0164 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT Q ° w 43ic C a b x 2 o DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. �_ 0 ;� c8.8 x 17,7 BARN X A° DOG n o o o SEPTIC 19.6 I LOT I OD 0 6. ELEVATIONS ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988, OJ w F 19.0 AREA x 17,9 1g,8' l� 55.1' x °' o REFERENCE BENCHMARK BEING ARMY CORP OF ENGINEERING BENCHMARK LL F o 0 a x 18, x 20.0 17.1 x KENNEL "FCE-4804" WITH AN ELEVATION OF 17.74'. LO Z a L 19.5 GRAVEL FFE = 17. 1 ' 1 § w 0 ! 1 STORY CBS 1 2 N 7. INFORMATION SHOWN HEREON IS BASED UPON DEED AND FIELD V O z z >- RESIDENCE 172 - n MEASURED DATA. O w � 's. PARCEL # 2333-133-0002-000-2 I FFE 21.0' 19.7 X 13.5' UNPLATTED W r o 168.3' OCCUPIED 8. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES a 0 z w N x 17A 17.1 DAVID LOUNDS STANDARDS, IN FEET AND DECIMALS THEREOF. O o Z 1 �8 20.4 17, 7 J X X 11170 MULLER RD Q I i 'z LL- 'c'• 4 METAL 1 8 Cr) _w z FENCE I 16 7 x x }6,g 9. THE HORIZONTAL AND/OR VERTICAL ACCURACY FOR THIS SURVEY MEETS U M > > W 18.45 16'7 xX - X 16,2 OR EXCEEDS THE MINIMUM TECHNICAL STANDARDS AS REQUIRED UNDER F.A.C. 0 w N ry x 17.3 x 16,9 5J-17.051. w M ❑ z o w 3 PAVER 18.0' 81.3, m M z W,�z5 BRICK 10. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED N ¢ o z a 'lx '1 10. T DRIVE 17,0 W w o � � x � AND SHOWN HEREON. � � _ = o R a 17,44wuzu o LD z w o + 11. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN p� - >_ o � � I� T, T 18.0' EXISTING LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. -1 o o Ll o 7.48 7. -T 17,57 FORMBOARDS -J W } z a w LL 7 I I w TOP ELEV. = 18.7' U 1- � w w z m 17,60 , t I , Tt 12. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS W Z W u, w w x 16,8 $$t Lu ie Co WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. Q Q x 17,1 Datel�et �. V o o pt pr 13. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR w Z = w °'- RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED W o> 3 F 17,50 } � ' RESTRICTIONS OR MURPHY ACT DEEDS. y Z 2 331.0' T , �Zx J �9�� x 14. THERE DID NOT APPEAR TO BE ANY GOPHER TORTOISE ACTIVITY ON THIS ° 0 8 x 16,8 SITE WHEN SURVEY FIELD WORK WAS COMPLETED. Q Q O 0 'ems 17,31 ' vrn DRAWN BY: CA CHECKED BY; CA DATE: JULY 05, 2015 HORIZONTAL SCALE: N 89°50'30" E - 454.12'M 333.92 M N 89 50 30 E --- _ i" 0' '- - -- - - / - - - - - 2. G.P.S. TYPE: TWO (2) CARLSON BRX-6, 372 CHANNEL GNSS ATHENA RTK WITH �� - - 2647.6TM - - - S 89°42'15" W 0.85' _ ATLAS L-BAND RECEIVER. 18.27 FND 1" IP NOT VALID WITHOUT THE SIGNATURE NE OF NE Y4 SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST o IN CUT OUT 3. THE ORIGINAL GPS RTK MEASUREMENTS LOCATED ON JANUARY 08, ZOZO. AND ORIGINAL SEAL OFA FLORIDA LICENSED SURVEYOR & MAPPER. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL _ _ _ _ - - - - - - - - - - STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS,. ,e r, IMPROVEMENTS AND/OR TOPOGRAPHIC DATA AND CONTROL THROUGHOUT -.--' " THE PROJECT AREA. REAL-TIME COORDINATE COMPUTATIONS AND PRECISION ZONE " AE ; INFORMATION ARE DETERMINED VIA RADIO/MODEM LINK WITH THE BASE SEAL FLOODWAY STATION AND RECORDED AS THREE DIMENSIONAL (3D) POSITIONS. 4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING LOT 1 I LOT 2 CARLSON SURVEY 2018 AND A CARLSON SURVEY + DATA COLLECTOR. CHARLES ARNOLD OAK CREEK ESTATES OAK REEK ESTATES 5. THE HORIZONTAL AND VERTICAL ACCURACY FOR THIS SURVEY MEETS OR PROFESSIONAL SURVEYOR & MAPPER PLAT BOOK 8, PAGE 81 PL BOOK 8, PAGE 81 / EXCEEDS THE MINIMUM STANDARDS OF PRACTICE UNDER F.A.C. 5J-17.051. FLORIDA LICE SE NO.49 1 / 5:9PR© D DALE 1 .1' 17.54 x 17,2 15. THE LAST DATE OF FIELDWORK WAS JANUARY ;r �, , 4' POLYVI YL FOUND 2X2 CM T CHLORIDE FENCE I (NO ID) JAN 11)2020 1 PI,��, 439.02'M Permitting Departme - 1C ,'�, 17.2 17A - - - - - - St. Lucie County, FL 2 16,6 y _ 16'7 1 417.2xX N17.7 FND NAIL & DISK GLOBAL POSITIONING SYSTEM (GP j NOTES 2------- - -- 17J 1 7 18.09 UNREADABLE 1. G.P.S. SURVEY METHOD: REAL TIME KINEMATICS (RTK) ° SOUTH LINE OF SE 1/4 SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST / \\ 1L1� l SHEET 1 OF 1 PROJECT N0. 15-526 FND RR SPIKE LP 2s FND NAIL FND 3 4• IP IN CUTOUT IN FACE OF PP w, .p sy (NO ID) NW CORNER OF THE NE 1/4 OF SECTION 33 NORTH LINE OF NE 1/q SECTION 33> TOWNSHIP 35 SOUTH RANGE -- EAST z M U g _ W ch Q w - - _ >. p a9 a CI> m I 9u•hBOL0 'A Z ST. LUCIE COUNTY �i ADARY & TOPOGRAPHlu" SURVEY < w O FND NAIL BENCHMARK (HENRY n m u- - (NO ID) I ELEV. 18.88' NAVD OF 1988 LOCATED IN SECTION 33, TOWNSHIP 35 �`� UTH, RANGE 39 EAST M co e N = it 0 SAINT LUCIE COUNTY, FLORIDA z (' I �� iE W°�- �f.. O i ORANGE AVENUE ° " ® W LLd L > US W LU IL In I� z N Ito 1 SITE EDM/AiLDS RD. �Z � p o 1 W m 11 MILE RO ^ �Q J z Q Fa- EO L < W N A }y N I / / / OKEEo �. T2 %Hire CITY ROAD v. I 0 J S2 o p / C Q =W ' 30, 60' 90' Ic9 / p to > N I] o z / 1 W w Z N I.w itco ED I / / I ul Q w I WEST LINE OF NE 1/q SECTION 33, / / DIRT RAMP 8'9 rye@ x 18,3 PRIMA VISTA aLw. LL Go Z LEGAL DESCRIPTION vlGap T01tNSHIP 35 SOUTH, RANGE 39 EAST /� 10A2.5 �h�15 r e 00 CL ALL THAT PART OF THE WEST 1/2 OF THE SOUTHWEST 1/4 I / OF THE NORTHEAST 1/4 OF SECTION 33,' TOWNSHIP 35A EDGE of WATER �� - i503ayz°`" � LOCA1 SOUTH, RANGE 39 EAST, LYING SOUTH OF TEN MILE CREEK I Q,1 4 FOUND %8• IRC NOT �) (CANAL NO. 71). LESS CANAL AND ROAD RIGHT OF WAY AND I i ti0 Opp Ls # 3435 THE EAST 206 FEET THEREOF. I C/L 11 MILE ROAD / / ��' ��+� 8.95�` CONTAINING 123470.0 SQUIRE FEET OR 2.83 ACRES +/- EDGE OF WATER }61 1 \` Vv1 C� 4.4 x t.7,3 STREET A G w .9 �26 0 "` 11298 MULLER ROAD, F01 T I®PROPERTY LINE g3°NR 1 ARMY COR OF ENG I . / , O 4.7 C' BENCHMARK (FCE-4804) x 16,1 �� - � � v+P�RJNX 10, 8,9 x 15.5 x 17,3 GENERAL N r,T -tv . 17.74 NAVD OF 1988 / I 3 I) ARP 4 N\GN 35Aa°w 14.3 TOP of BANK �j ZONE " AE " 16,6 x x 7.2 x 16,5 1. THE EXPECTED USE OF THIS SURVE ._.,IutNTIAL. I a .6 x 14.7 x 15.5 FLOODWAY 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP OR REPORTS LEGEND& ABBREVIATIONSTHEREOF ARE NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & 3.9 �, x 15,8 x 16.8 MAPPER. A ARC LENGTH x 15.5 10.3 yQ�1 p8 A/C AIR CONDITIONER II °12 x 15.7 x 16.2 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE 8 AND ORIGINAL SEAL OF THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. BM BENCHMARK CONCR TE BRIDGE 8' S x 14.8 17.2 ( 3.4 17.8 C CALCULATED FROM FIELD MEASUREMENTS 191 x 16.4 16,6x GRAVEL 61.r I' 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TOIBASED UPON THE PROPERTY LINE 19.0 , "1e POOL DECK 16,9x CA CENTERLINE I x 15,9 x i6.8 19.9' WEST LINE OF THE NE 1/4 OF SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST, CM CONCRETE MONUMENT I CONCRETE ETE 8EPS.8 r LIGHT POLE 11 PROPERTY LINE WITH BEARING OF S 00 05' 05" W, ASSUMED DATUM. m 19. a 17.0 x j f a ]C W U m: LD Fa o ¢ LA ¢ � P1 0 [e w a w u¢ w 0 w z 0 PO 0 0 L, 0 0¢ „U W 0 d J 0 0 0 O H d a FR a da as Fl� Pa H Pa W P 1 P7 Pa Iw- Pa A> A> a nw a A A a w A 0 R Pa Pa 0- Pa ¢ 0 ¢ E ¢ ¢ ¢ ¢ Pq Ulu U I U U I U U U U m m 00 o o 0 0 0 N C) AJ 0 w N N N N N w A o o (Ll M o Os m� ON 00 N 00 00 (LJ n 0) CD 0s CD CO .-r CD o 0 0 0 C) 0 0 0 0 CONC CONCRETE 13.9 x 17.3 }7.3 x 16.3 5. FLOOD NOTE. BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE I I $" Tl' x 15.2 17.0 } 3 18,8 1 9 �„ �>,. AE-18.2% ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL DEG OR DEGREE 1 °291 m. Pool 151_x m ? o1 4 - NO.12111 C 0164 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT Q o 8 0 ELEV ELEVATION I S 19.43A/c -E, 1a.B o POLE X x o DESIGNATION CAN ONLY BE DETERMINEDBYAN"ELEVATION CERTIFICATE. FFE FINISHED FLOOR ELEVATION 3� 88 x 17,7 DOG ono _ _- - 3,7 MIGHT POD_ - _ __ _ 010 - o � LOT v 6. ELEVATIONS ARE IN NORTH AMERfCRN VERTtGAL DATUM (NAVD} OF 19138, 1 O w N FND FOUND - - �� p - SEPTIC 19.6 GO o f -J I 14,4 x 16.4 �a S `0 19.0 AREA x 17.9 17 4 55:P X "' o REFERENCE BENCHMARK BEING ARMY CORP OF ENGINEERING BENCHMARK I ILL = o ID IDENTIFICATION NUMBER 19.8'CID � } W k °� J x 18. x 20.0 }7.1 X 'KENNEL ,,%FCE-4804- WITH AN ELEVATION OF 17.74'. 1 LID Z a m IP IRON PIPE I rpv`�o x a,�, o- 19:5 - s 'I O �°& 14,5 GRAVEL FFE - 17.1' 1 1 IR IRON ROD 5 1 STORY CBS 1X 2 N 7. INFORMATION SHOWN HEREON IS BASED UPON DEED AND FIELD U�/ CD z z; I CO x 15.0 e RESIDENCE 17,2 n MEASURED DATA. LL ® w`s IRC IRON ROD & CAP $, OO�p e�2e �. PARCEL # 2333-133-0002-000-2 r o 0 -& FFE 21.0 19.7 110316 UNPLATTED W r 5 LB LICENSED BUSINESS a, a 4,4 15,0' X 14.8 ENTRY �� 168.3'- X ® w w N ow 1 .1 - OCCUPIED 8. ALL MEASUREMENTS ARE IN ACCt R6ANCE WITH UNITED STATES z 0, N LS S SURVEYOR I o FOUND s IRC x }7,2 �. •6 17.4 17,1 DAVID LOUNDS STANDARDS, IN FEET AND DECIMALS7HEREOF, O 7 O � z LICEN ED (( 0 7$ 17.69 17.7 �� METAL 1 x X 11170 MULLER RD < C? Y o W M MEASURED DATA 118.7 '� LS # 3435 '�18.0 20.9� 1 8 - 17,72 OPOSED 16' ENCE 16.7 X x 16.8 9. THE HORIZONTAL AND/OR VERTICAL ACCURACY FOR THIS SURVEY MEETS' U o MON MONUMENT 0 17.4 206.6 18.45 16.7I X 1 18.6 0. 1.04 P R BRICK XX 16,2 OR EXCEEDS THE MINIMUM TECHNICAL STANDARDS AS REQUIRED UNDER F.A.C. U , U) N m N&C NAIL AND CAP x 17.2 NAVD NORTH AMERICAN VERTICAL DATUM X16.2 3 DRI 16,9 5J-17.05E W CO ° w=� AVER m 00 O< 5 0- g 19 4 BRICK &13 - 1 10. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED N M o z < NGVD NATIONAL GEODETIC VERTICAL DATUM I 4' POLYVINYL CHLORIDE FENCE DRIVE 1aa W a w, /, NO OR NUMBER I I i PROPOSED I x x o rc 17.77 17.0 '? AND SHOWN HEREON. 4$ W o NTS NOT TO SCALE I I 17.9 ZONE " AE " x 17.6 PIG BARN 11. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN 06 ® a a I LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. J o o 00 2 W OHP OVERHEAD UTILITIES i I x 17,8 x FLOODWAY 17.48 7.57 MIN,S�QArKREQ._ -� LU oQaaLL ORB OFFICIAL RECORDS BOOK �1760.4 FRONT 3 12. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS W Z Z G F P PLAT DATA g SIDES '"� WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. ® Q >to ; w PG(S) PAGE(S) 17. M r iw� x 17.8 19.02 6.8 x - - OU $�Src 0 0� co 17.1 CNR SIDES 13. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR z o a PLS PROFESSIONAL LAND SURVEYOR' to oI ° " W o>�N o `° j REAR r RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT S DEED u, w POB POINT OF BEGINNING I CO- 17.50 A 17,2 x zNr,, RESTRICTIONS OR MURPHY ACT DEEDS- : 3' z m N I X 18.2 331.0 y S J �ogo POC POINT OF COMMENCEMENT st.o' ______ -._ ____-. ____ _ PRM PERMANENT REFERENCE MONUMENT I 8.3 41:1' > TEC 14. THERE DID NOT APPEAR TO BE ANY GOPHER TORTOISE ACTIVITY ON THIS t- ° z o o x 16,8 SITE WHEN SURVEY FIELD WORK WAS COMPLETED. "0 o PSM PROFESSIONAL SURVEYOR AND MAPPER i GRAVEL ro 1 STORY CBS w GRAVEL DRIVE CR GARAGE o 17.3E x 172 15. THE LAST DATE OF FIELD WORK WAS JULY 10, 2019. R RADIUS FOUND %8• IR I I FFE-,19.3' 18.1 17.54 IN CUT OUT 41I x 1 .28 RECEIVED' DRAWN BY, CA RLS REGISTERED LAND _SURVEYOR NO ID I � 17.0 }7,8 18,2 �. 4' POL INYL FOUND 2X2 CM R/W RIGHT-OF-WAY ( I 17.42 N }7.7 CHLORID FENCE (NO ID) ® WATER METER 1118106 FOUND ; X3 CM o -11-9' I DEC 18 `iJ?9 CHECKED BY, CA x }7.9 No ID PUMP HOUSE 439.02'M N 89 50'30" E 17.2 17.4 - 5T. Lucie County, Permitting & AND II t5. ! 1�8 0 1�.6 ° °i _ - - - - - - It _ ` - - - - - - DATES JULY 05, 2015 AT 1 16s' x 17.3 15 s x 16.7 x 17,2 16,E 17 X17-161 .3 168x ,17.7 FND NAIL & nlsx GLOBAL POSITIONING SYSTEM (GPS) NOTES -- }5 �aE �e 16 16:61 S HORIZONTAL SCALE; 0 DELTA I' �„� 16.52 17.88--- -cvNCR€fi- 1'4 17.7 } ,7' 18.09A�ABLE 1. G.P.S. SURVEY METHOD: REAL TIME KINEMATICS (RTK) 1 -30' h - o ., ,:. __ -- : 333.92'M. N89°50'30"E ---- UTILITY POLE h. 95 _, ..<, .� 89°50'30" E - 454.12'M _ - - - - - 2. G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY TOPCON HfPER GA -II - - - - - - - - MUER---RO" -� S 89042'15" W gg 2647.67'M FOUND 3/4- IP IN CUTOUT 50 R/w ` SYSTEM WITH CHANNELS (L1 & L2). SW CORNER OF NE 1 /4 SECTION 33 2 r) 18.27 FND 1 " IP NOT VALID WITHOUT THE SIGNATURE SOUTH LINE OF NE Y4 SECTION 33, TOWNSHIP 35 SOUTH, RANGE 39 EAST o IN CUT OUT FLORIDA IDALIENSEDORIGINAL EOSEY R& F A I17.43 FOUND RAILROAD SPIKE � 3. THE ORIGINAL GPS RTK MEASUREMENTS LOCATED ON AUGUST 04, 2016. fLORIDA LICENSED SURVEYOR& AT C/L INTERSECTION - TYPIPALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL MAPPER. I I BENCHMARK - - - - - - - - - - - - - - - - - - - - STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, I 1 :30 ET�,rnnoN = ,7.4T IMPROVEMENTS AND/OR TOPOGRAPHIC DATA AND CONTROL THROUGHOUT 17:5 THE PROJECT AREA. REAL-TIME COORDINATE COMPUTATIONS AND PRECISION I ZONE " AE " INFORMATION ARE DETERMINED VIA RADIO/MODEM LINK WITH THE BASE r SEAL w _ FLOODWAY STATION AND RECORDED AS THREE DIMENSIONAL (3D) POSITIONS. o I I I 4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING L I I o UNPLATTED I CARLSON SURVEY 2018 AND A CARLSON SURVEY + DATA COLLECTOR. i CmIg I occvPlEn I LOT 1 LOT 2 CHARLEY R OLD Z OAK CREEK ESTATES OAK REEK ESTATES 5. THE HORIZONTAL AND VERTICAL ACCURACY FOR THIS SURVEY MEETS OR PROFESSIONAL SURVEYOR a MAPPER PLAT BOOK 8, PAGE 81 P BOOK 8, PAGE 81 / EXCEEDS THE MINIMUM STANDARDS OF PRACTICE UNDER F.A.C. 5J-17.051 AND FLORIonucEN ENO. as�1 IS AS FOLLOWS: f �� / HORIZONTAL: I OMM + 1 PPM (RMS) F�LE COPY RIN D D TE FND SPBOLD Z1r C POST / VERTICAL: 20MM + IPPM (RMS); f IN ASPHAEI CUT OUT SOUTH LINE OF SE %4 SECTION 33, TOWNSHIP 35 ROUTH, RANGE 39 EAST SHEET 1 OF 1 PROJECT NO. 15-526 PRODUCT REVIEW PRODUCT OPENING PRODUCT MANUFACTURER MODELS APPROVAL# GLASS ATTACHMENT METHOD DESIGN DESIGN TYPE PRESSURES PRESSURES (WORSTCASE N/A OWENS CORNMIG ASPHALT FV N/A 6•ROORNG NAZIS PER SHINGLE WITH 3/8" DU. NEAR ROOFING ZONE I-26 SHINGLES 10674.1 ZONE 2-40 ZONE 3 fi0,1c cn mn Twc rTRurTI IRF- THE ACCEPTANCE OF THESE PRODUCT$ AND Mfl HODS OF THE SEAL HtKWN D rnvnoeuvrvu- 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. rnM1UrrTnR SCHEDULE TRUSSID BEARING TRUSS ACTUAL SIMPSON CONNEC IMS) FASTENERS POINT(S) UPLIFTIGROUPED, CONNECTOR($) UPLIFT DESIGN WORST CASE A-01 EACH 44410 1 META 20 191011 9-lwxl-1 r A026 48" O.C. 130# 1) HETA 20 183011 9.10dx1-3/r TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS. Al TRUSS, JOB #78918 TRUSS ENGINEERING DATED 12/3L2019. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. wl �I v\ +Pit Z-T� r4 evf- +1e-I1��1 xl� 4j 01 :CA ot� ?�4E� ern c.K1 D w\v 1rt out s o f (�T' a V VL!' e* �Oa OAJV-;i G I I�11 6• L 30 FtL tr ©vVP- 6/& CX-� rt.Yuac #'satGE.Ti fee-�i:rr.aCp N®I f-rv,3rm 7.�+nag. 9Ere"« P� 4'T�°aPP„�ro xNE�DI)Ls Prat P �coE_-Z�___-•^►� 113 Zxfp FASCLA Vz �R-'twooP LPFt=r'I- pe�-cA1s�u,..trE.t. � t i�5 �¢• �.. w Ere..t,F.49 C.fi1.C.,. IR l4t�.- a'[�CA"-' I-rnn'r-t_ GtatyL,�- j P-2 w� ,� ?-0 t J I OUP P-I Pi :P P- 1 b1\P 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 S' X S' @ HIP AND S' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD. NOTES 19/32" CDX 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. d- 00 r tCLLSSG, s y-I v�lP. L L S ACT t0 tJ 2. STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I, MIN, FIBER STRESS VALUE. 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2600 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30' MIN. LAP, 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3' BEAMS t•t/z' COLUMNS 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12' AND COMPACTED TO A MINIMUM OF 96% MODIFIED PROCTOR DENSITY. 61 ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 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, PRECASTIPRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING, SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO ARTICLES 2.1 AND 2.6 A OF TMS 602IACI 630.0/ASCE9 10. FOR METHOD OF ATTACHMENT OF DOORS AND WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT, 11. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303.1.9.1 OF THE FLORIDA BUILDING CODE. "NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WTH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER. uNTFLsaIEDLILE MMWAIZ R E LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L1 Z'30" 6113# M60N 8F16J1T-SB L2 3'-6" 6133# 3S47# BF16/1T-18 13 41-V 61139 3079# * 8F161T-18 L4 4'-6" 6113# 2724ff SF16/iT-10 LS 5'4" S36S# 2290# SF16/ST-18 h6 S'10" 4360# 20930 $F16/3T-3B L7 61-V 3480# 18800 G 8F16/1T-1S LS 7'•6" 2661# 70*- 1634# 3zoa SF16AT"10 L 9 9'-4" 1843# 1133# BF16AT-18 L10 101-r 15339 914# 8F16/1T-18 L71 11.4" 1366# 799# 8F16/1T-3B L12 121•0" 12540 723# 8F16/IT-16 L13 13'-e 1075# 6D6# BF16/1T•16 L14 14'-W 1002# SS9# 8F16/IT-IB Lis 14'-8" 1370# S290 8F16/1T-I8 L16 15'4" 1250# 485# 8FI6/1T-18 L17 17'4" 95011 404# 8FI6/ST-16 LIS 19'4" 750# 347# SF16AT-18 119 L19 21'4" LVf S98# 306# 8FI6/1T•18 SSON 295N SF16/1T-18 L21 24'-0" 450# 267# 8FI6/iT-18 REfE55ED LINTELS LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM R41 4'4" 5206# 263S# 8F14/1T-18 I RL-2 4'-6" S206N 2525N 8F14/1T-1B RL-3 5'-8" 45679 19606 8F14/1T-SB 8L•4 S'-10" 4242# 1900# 8F14/1T-38 RL•5 6'4r 31M 16519 BF14/1T•18 RL-6 7'fi" 2459# 1462# 9F14/1T-I8 RL-T 9'-8" 1S68# 113S# 8F14/ST-1B N07ES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. FOUNDATION SCHEDULE S-1 4" (3000 PSI) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. F-2 16" DEEP X 18" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. Fo�y�� tc�N ic-AN CertUication for Dealon Lr+ad ComDiiancr+ 1. DESIGN CODE: Florida �7%N-P- -1Ar. code 2017 Edition w/20_ supplements using ASCE 7-10 2. SWCureDesign is: -Encosed-X-PartialyEnclosed _-- Open Building 3. Risk Category: 41�y� 11- III _,-IV Exposure Category: $ B -C -D Adjustment coefficient �rO 4. Design Wind Velocity 130mph _f SD _LRFD End Zone Width �ft, 5. Mean Roof Height: /2-r ft. Roof Pitch: 12 Parapet _ft, r 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 'MRH (worst case) Zone 1; 2G Zone 2:-+0 Zone 1. (of Zone 4; 12- Zone 5:- 34 Garage J 7. Design Loads: Floor:,L PSF Roof/Dead: t,S PSF Roof/Live 34 PSF Balcony: _PSF Dock: -PSF Deck: „•,_ PSF Stairs: _ PSF Fence: - PSF Rolling: _ pSF 8. Were Shear Walls Considered for Structure?,Yes _„Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided? AK Yes -Not applicable Explain Why Not: ARCHITECT 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 10. Minimum soil (tearing pressure 2000 P.S.F. PROJECT �f DE(- D' i per,*i,cVec� ! Lucie COuntY, --_-� ' Frrsp-IGCaL.4'it - - Lb �o 0 Ls ' 1%0 6671 Ft->F-oA�rtc>P�J O`t't�1$t_ OrpE SrM r L-�alZ" f/sj." i _ �., STtacC�� • µ 2 -O 1 Ia_On q' 4.1 3=4,r '7% �.. 3AaAe•E L"7 / f.3 \ L? rl► � I 0 � 1.. 9 L& L7 'o4G ATE . IZ0'vt Gr_.is.C'1'>ticfLt_ t'Nr4•l.t- - {% Tb t .we;.riATCo g`VMci4< ve� k ex- � Se"C �e�n tcs Foe," PERCY PIG BARN ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS I REGISTRATION of FLr7Ri �Q co MICHAEL J. SEAL, AIA AR96898 REVISIONS 0 Nr-VIEWED FOR ODE "COMPLIANCE;: ST. L.UCIE CTY EOC SHEET TITLE / SHEET NUMBER A. ' PROJECT NUMBER r tR ( Ze m DATE ( I /z5-/ 'Talus/ 6r F" * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER. =o a t (UNLESS NOTED OTHERWISE) - �� N * NOTE: ALL CEILING DROPS BELOW BEAM ARE 5 BY BUILDER. (UNLESS NOTED OTHERWISE) 0 ° b! b 6 N E Y TJ N N j j � N N U * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW 1` o tsm w to c az =� TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING ~ m DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE 2 z m 3 K o o y INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. x e?& 2� c o m TYP. E N C FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 ^o om o v a E AND/OR ENGINEER OF RECORD. a tz'a a � _ = i) 8 M o L = DETAIL a �=0� REPRESENTS THE LEFT SIDE N v _°° 'o r o 3 ® OF EACH TRUSS DRAWING ¢ N as °' iu c 21�oi1 = a) O M« w N c m ON 8. NL mO''UW $� (NOTE: REFER TO SIMPSON CONNECTOR R. m m c N y 2 g h w 2 E CATALOG FOR INSTALLATION DETAILS) m 2 ° w N t.m-'°:o c I-r o m 9cap A LUS24 H HHUS46 Q --- 2°'3=L „_ m 4 L yE ^,a4r 0" Em z 2 3 9 T B LUS26 J THA426 R--- 8 C j,d C HUS26 K MUS26 S - - - N y O N « E m= 2 p HUS28 L THJA26 T - - - m�ay�� M- _ ° N s .0 E " ° « E : a E HHUS26-2 M - - - U - - - . = o m O = y = o a� N A02G �mc3c-mom F HHUS28-2 N E o" N Cc) (OD 0 0 L= x op2 G LUS46 P --- X- —8 ono=s«FaE,m HBB HANGER BY BUILDER BBB BEAM BY BUILDER 8 �=Q-) 6 o ° =O — a z T * NOTE: LSTA STRAP A-01 c C Z'L NI m_ a = C m a, 9° m INDICATED TO BE USED IN ° m° m= y -� 0 .o 6 m Zt LSTA12 @ TC N CONCORDANCE WITH « E 05 r o y 21 .y Zh LSTA12 @ BC - CORNERSET DETAIL. ow w CO � , g E 8 C LOADING ROOF FLOOR WIND LOAD A-01«=N=��.21 N= LIVE LOAD 30 ASCE 7-10 (0 y 3 N N 0:0��mi«ram °2_ I OO M-2 U DEAD LOAD 10 150 B m 3 0 E N OI T1 .O 3 mX0 O LIVE LOAD 0 Low Risk - CAT I m y w M g M> a Y A_01 00 DEAD LOAD 5 Partial ° 0 _ °°0" TOTAL LOAD 45 FBC 2017 RES ° ¢ c a a 8 h r N IN, DURATION FACTOR 1.25 TPI 2014 ass z o ° a a maS y REV DATE BY REMARKS y A-01 3: E E .Q = . 3aoiE2`�E°=� - N N 2� WTassassi �..1 80 «mg°��oy« J =� =y'� -. 0 U)NNED A-01 - --- - _o '...- iJ O N « m E(d S O N --/--/---- a a a o m E o N C N N 2 a1 - o y'9 >. o.0 s A-01 N C T. O=1 o- O G F. 0 "°a °a °Fuw It is understood that above ❑ APPROVED m= a 3 c 3 `o y N conditions have been reviewed & ° S - ° g «L ? are acceptable for the fabrication ❑ APPROVED AS NOTED m = o '3 0 s ° N A-01 at trusses, elevations, itches, p a 0 � � ' �S00 overhangs, fascias,ceiling ❑ REVISE AND RESUBMIT m 0 = O a E elevations/pitches, bearing LU u 2 ° o conditions & all detail pertaining ❑ REJECTED _E E N aL 8 g s CAI to this truss placement plan. No 6 2 ? ~ `o ; `g back charges will be accepted 2 A-01 CL without previous written approval DATE � m — � � o N °���cN_==N 8' BRG from an A-1 Roof Trusses L o m a1 « 0 m representative. p REVIEWED BY 3- N N- C° m E 0 o w w y 3 0 N PLAN DATE ARCH: / -/---- STRUCT: /--/---- ° _ ° t cN d.='=a£/Z:Zzzzzzzz cc �ZZZZZZ//Z:zz CUSTOMER Integ-Crete Construction - A02G :° c " °c ;u L a c ct0i N ' `O N . a) . «..—T. O (0 O O = W JOB NAME Percy Pig Barn 'AEmar«?�wa� _-- o a Ms L5-5o 0 8 = E. o o o I-'Z Y o@ 3 Z E m U y> OPTION(S) m T p = o a o N d REVIEWED 2 w Q w o $' oo«=°� _ m �_ CODE COMPLIAN _ COMMUNITY E o y Y u o C _ i cEzvr D /LOT # ST LUCIE C[�l NR • fro Y y N W o 0 0 -pp N b N cc 1- o c .o E o y' s° CITY Fort Pierce o o o o. m=~ o° 1 , COUNTY St Lucie '- L UG"iF EAt4nwo P � � 5 P DRAWING /SUBMITTAL REVIEW BMITSNOTED o m Z �y `� L- V APPROVED ❑ APPROVED � C Y M m N @_ L m o~ T N REVISEANDRESUBMR ❑REJECTED . 3 ITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND BLDG. BLDG, c d m LQ O - '° SU GENERAL CONFORMANCE TO CONTRACT DOCUMENTS IS RESPONSIBLE FOR TYPE # - 0 a c c = m _ E d m 50 °m « ONLY. THE CONTRACTOR CONFIRMING AND CORRELATING DIMENSIONS AT JOBSITE E = c F-r T FOR TOLERANCE, CLEARANCE. QUANTITIES, FABRICATION = r moat 3 T = a PROCESSES AND TECHNIQUES. OF CONSTRUCTION, COORDINATION OF HIS WORK WITH OTHER T DES AND c N p.. ; c r FULL 1PLI CEWITHCONTRACTD CUMEN D te. JOB # 78918 MASTER m L" ° 0 ` o FL N C H-L O C gY. F r coo 0 H a❑ E . f M1,it i llrF- t }l91C i ". m co O N"Ow N Ft. 94tiSD DRAWN SCALE z w m .- o �° ro 9- sa DATE 12/9/19 LD = T c N E .,'C C M. CB NTS . O aO,c=wocp, c' �J ° o . c V1i 1\, .......... �• Cz .o :: G i? 2 (a L ai c o N *9 E p m NSE ..�. �oa=�E8co ��. �.; N .42704 1 ..jam . � o' aE)MO §aM-a 2 t- E E D- "0 c B R-P,8n o 7[ n Jh has been electronicallysigned d d Digitally signed by i S TE OF " '\^n A -'I ROOF Z.o 0 Ui a� a v ° `° — « LU «'a L b,W II.HH M.R N PE(FL ❑ p43Ja9) the date — • - t t dd' ecti,t tM1 bt a" talS t �• 8 8 8 g William Ranieri +O . =.. i T.RU55E5 a c ° U = E C Y @ ° _ _ ° PHt d ogles oRM1ls dowment are not cons dared �" _ • ! 'g tl nd sealed and the signature must be Date: 2019.12.11 '�` _ •.»..-� 1= ° o J] _ �y ° W y `� CLCD d nn any ale r400aepes ^ FLORIDA CORPORATION Zo 9 � 10:22:44 -05 00 NA'L� Ph 772-409-1010A Fax 1015 _ ° = N http://www.a1truss.com C � w a