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Home My WebLink AboutBuilding PlansWEST QUARTER CORNER EAST QUARTER CORNER REFERENCE POINT SECTION 9 CENTER OF SECTION 9 SECTION 9 NORTH QUARTER LINE SECTION 9 FND 5/8" IR NO ID N 19°36'52" E� CCR # 102512 NO ID SECTION 9 NORTH QUARTER LINE CCR # N/A S 89°39'02" E 2698.11'(M) FND PK&D IN :'/0 ILL CCR # 8" IR N FND 5/8" IR NO ID IN C/0 42.81' (C&M) FND 5/8" IR , , „ , N 89 45 48 E 2695.65 (M) s (BEARINr .BASI,S :. E REFERENCE POINT REFERENCE POINT FND RRS IN TREE FND MN/D LS 4108 I N 65°28'34° 55°38'02" W 93.70'(C&M) 66.70'(C&M) j , 3e _ E, r . InLo ri H^ W N o, 3 04 Lu z REFERENCE POINT FND 4X4 CM PLS 4907 5 89022'60" W- 44.55' (C&M) REFERENCE POINT FND 04 CM LB 4285 -N 88°57'30" E 48.80'(C&M) LEGAL DESCRIPTION: ORB 4260, PG 1981 THE SOUTH 130.44 FEET OF THE NORTH 1041.49 FEET OF THE E 1/2 OF THE W 112 OF THE SE 1/4 OF THE 5E 1/4 OF SECTION 9, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA. ABBREVIATIONS LEGEND S 89038'55" W 2706.49'(M) SECTION 9 SOUTH LINE A/C AIR CONDITIONING DC "D"CURB INT INTERSECTION P/C P/L PROPERTY CORNER PROPERTY LINE SHP SLCR SHIP SPIKE OR BOLT ST LUCIE COUNTY RECORDS AC ACRE D.E. DRAINAGE EASEMENT INV IP INVERT IRON PIPE P PLAN SLP STREETLIGHT SUPPORT POLE AS ALUMINUM SHED DI DIA DROP INLET DIAMETER IP&P IRON PIPE &PLUG PAVE PAVEMENT S.S. SANITARY SEWER ANC AP ANCHOR ANCHOR POLE DIP DUCTILE IRON PIPE IR IRON ROD PB PLAT BOOK S STATE PLANE COORDINATES TA A APPROXIMATE D DRAINAGE MANHOLE IRR IRRIGATION VALVE PC PCC POINT OF CURVATURE POINT OF COMPOUND CURVATURE STT STD SEPTIC TANK STANDARD ASPSP ASPHALT DUE DRAINAGE &UTILITY EASEMENT EDGE OF CONCRETE IV ICV IRRIGATION IRRIGATION CONTROL VALVE PCO PRESSURE CLEAN OUT (SANITARY) STU STORY BE BFP BUFFER EASEMENT BACK FLOW PREVENTOR EC ECP ELECTRICAL CONTROL PANEL IW IRRIGATION WELL PCP PERMANENT CONTROL POINT SV SANITARY VALVE BLDG BUILDING EL ELEVATION L LS LENGTH LICENSED BUSINESS PF PG PLA57IC FENCE PAGE SWL TA SWALE TOP OF ASPHALT BLK BM BLOCK BENCHMARK ELEC ELEV ELECTRIC ELEVATION LFST LIFTSTATION PI POINTOF INTERSECTION TM TAX MAP ROC BACK OF CURB EM ELECTRIC METER LME LAKE MAINTENANCE EASEMENT PRKG PARKING TMH TELEPHONE MANHOLE BP BRICK PAVERS ENC ENCROACHMENT LOC LOCATION PK&D PARKER KALON NAIL AND DISK TOB TOE TOP OFBANK TOE OF SLOPE BOW BACK OF WALK EOW EDGE OF WATER LP LIGHT POLE SURVEYOR PK/TT PLS PARKER KALON NAIL AND TIN TAB PROFESSIONAL LAND SURVEYOR TP TRAVERSE POINT BRG BW BEARING BARBED WIRE EP E58 EDGE OF PAVEMENT ELECTRIC SERVICE BOX LS M LICENSED MEASURED POS POINT OF BEGINNING TR TELEPHONE RIVER C&G CURB AND GUTTER ESMT EASEMENT MAX MAXIMUM POC PP POINT OF COMMENCEMENT POWER POLE TRANS TSB TRANSFORMER TRAFFIC SIGNAL BOX CCR CERTIFIED CORNER RECORD EX. EXISTING EXTENDED MB MEAS MAILBOX MEASURED PRC POINT OF REVERSE CURVATURE TT TIN TAB C/O C CUT OUT CALCULATED EXT FNC FENCE ME5 MITERED END SECTION PRO PRORATED DISTANCE TWP TOWNSHIP CAN CABLE TELEVISION BOX PC F"CURB MH MAN HOLE MEAN HIGH WATERLINE PROP PRM PROPOSED PERMANENT REFERENCE MONUMENT TYP U/C TYPICAL UNDER CONSTRUCTION CB CBS CATCH BASIN CONCRETE BLOCK STRUCTURE FDC FECRR FIRE DEPARTMENT CONNECTION FLORIDA EAST COAST RAILROAD MHWL MIN MINIMUM PSM PROFESSIONAL SURVEYOR MAPPER U.E. UTILITY EASEMENT CHO CHORD FFE FINISHED FLOOR ELEVATION MN MAGNETIC NAIL P5WL PT PLASTIC SWALE POINT' OF TANGENCY UP UR UTILITY POLE UTILITY RI5ER CI CURB INLET PH FIRE HYDRANT MN/D MW MAGNETIC NAIL& DISK MONITORING WELL P.U.E. PRIVATE UTILITY EASEMENT UW UNDER WATER CL CLF CENTERLINE CHAIN LINK FENCE FND FOC FOUND FACE OF CURB M&B METES AND BOUNDS PVC POLYVINYL CHLORIDE VC VALLEY CURB CM CONCRETE MONUMENT FOW FACE OF WALK N/A NOT AVAILABLE R&C ROD AND CAP VLT WE) VAULT WOOD CMP CORRUGATED METAL PIPE FPL FLORIDA POWER & LIGHT N&O NAIL AND DISK R/W RIGHT-OF-WAY WL WATERLINE CO CLEAN OUT GA GREEN AREA GAS MANHOLE N NAVD NAIL NORTH AMERICAN VERTICAL DATUM R RCP RADIUS REINFORCED CONCRETE PIPE WM WATER METER COR CONIC CORNER CONCRETE GMH GI5 GEOGRAPHIC INFORMATION NGVD NATIONAL GEODETIC VERTICAL DATUM RFL ROOF LINE WP WELL POINT CONST CONSTRUCTION SYSTEM NO N.S.L.R.W.M.D. NUMBER NORTH SAINT LUCIE RIVER RGE RLS RANGE REGIS'PERED LAND SURVEYOR WPP WS WOOD POWER POLE WATER SERVICE COV CE COVERED COVERED ENTRY HC HCP HEADER CURB HANDI-CAP WATER MANAGEMENT DISTRICT RP RADIUS POINT WV WATER VALVE COVP COVERED PORCH HOPE HIGH DENSITY POLYETHYLENE NITS NOT TO SCALE RR RAILROAD YRD YARD DRAIN CPP CONCRETE POWER POLE HGW HOG WIRE CIA OVERALL RRS 5/W RAILROAD SPIKE SIDEWALK 3 CPPIPE CONCRETE ED PLASTIC PIPE HW HEADWALL HYDRANT O/S OFFSET OVERHEAD ELECTRIC 5MH SANITARY SEWER MANHOLE �ti. � A DELTA CONCRETE SLAB DELTA ANGLE HYD ICV IRRIGATION CONTROL VALVE CHE OHU OVERHEAD UTILITY SBT SOUTHERN BELL TELEPHONE + SPOT ELEVATION D/F DRAIN FIELD ID IDENTIFICATION OR OFFICIAL RECORD 5EC SECTION (3 WOOD POWER POLE D DEED INFORMATION ILL ILLEGIBLE ORB OFFICIAL RECORD BOOK SF SQUARE FEET SPOT ELEVATION z LU p~( N � fV z N m ° 0z z REFERENCE POINT FND PK&D IN C/O ILL N 50000'00" E 13.77'(C) N 43055'52" E 13.71'(M) ADDRESS: 10799 ORANGE AVENUE FORT PIERCE, FL 34945 �I i (A $ (A SE QUARTER SECTION 9 CCR # 102512 FND PK&D I C/O ILL E 1/2 OF W 1/2 OF SE 1/4 OF SE 1/4 SECTION 9 NOTES: SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF RECORD. A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. ELEVATIONS ARE IN FEET AND RELATED TO 6I5 BENCHMARK "ORB-10 RESET" HAVING A PUBLISHED ELEVATION = 6.8696 (METERS) NAVD 1988, CONVERTED TO 22.54 (FEET) NAVD 1988. BEARINGS SHOWN HEREON ARE BASED UPON A M(ASURED MERIDIAN, ALONG THE NORTH QUARTER LINE OF SECTION 9, HAVING AN MEASURED BEARING OF 5 89°39'02" E. ALL OTHER BEARINGS ARE RELATIVE THERETO. , PROPERTY LIES IN A NON PRINTED PANEL F.I.R.M. ZONE PER AS PER MAP NUMBER 12111CO160J, DATED 2/16/12. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE MAPS. IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. LEGAL DESCRIPTION FROM WARRANTY DEED RECORDED IN ORB 4260, PG 1981, PUBLIC RECORDS OF SAINT LUCIE COUNTY. THERE MAY BE ADDITIONAL RESTRICTIONS THA ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. THE EXPECTED USE OF THE SURVEY AND MAP I5 RESIDENTIAL. ALL DISTANCES AND ELEVATIONS SHOWN ARE IN. ACCORD WITH THE UNITED STATES STANDARD USING FEET. ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE FORMAT OF DEGREES, MINUTES AND SECONDS. LOT CONTAINS 43,486 SQUARE FEET OR 1.0± ACRES COORDINATES WERE ESTABLISHED ST GLOBAL NAVIGATION SATELLITE SYSTEM (GN55) REAL TIME KINEMATICS (RTK) USING FLORIDA DEPARTMENT OF TRANSPORTATION - T ACCURACY I O 02 FOOT PLUS OR MINUS. FLORIDA PERMANENT REFERENCE NETWORK (FDa'� - FPRN) WITH REDUNDANCY OF MEASUREMENTS PERFORMED. ALL HORIZONTAL R CY 5 F L BOUNDARY & TOPOGRAPHIC SURVEY FIELD DATE: 1-13-20. CERTIFIED TO: JOHN F. WUCHTE AND L ;RI WUCHTE 6206 N SET5/8" --- R&C LB 8206 Y 50UTHEASTCORNER SECTION 9 `i CCR # 100701 NOT FND : ...._ m89°34'39„! :$A1(M ..:.. 39032'12" W ------------ --- '. .{ ..REFERENCE- POINT -: 62.48'(C&M) FND 5/8" R&C ILL 4 REFERENCE POINT N 41036'34" E FND 4X4 CM LB 4108 59.62'(C&M) REFERENCE POINT N 00030' 23" W FND 5/8". R&C LB 4826 - 48.19'(C&M) LINE CHART Ll: N 89°57' 56" E 333.51' (C(&M) L2: 5 00°02'04" E 130.44' (C&M) L3: 5 89°57'56" W 333.25' (C&M) L4: N 00°08' 55" W 130.44' (C&M) J4. i lrvw ROBERT F. KEMERSON PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (P5M)#6285 O Z N 00 HJ J it W J Z V) v L . Z N m U W - IZNwONa ff nn H —1 J v� LL 0 0'N 3 Z� �Y�3 ZZ� O �NLLZo o i Lu S Zu I 0 q N w 0. V 0 0 0 ; Q uj T N 0. Q UJ iL Z 2 0 m I �r z z 0 H H i ¢p 100 DRAWN BY: G SANTOIEMMA APPROVED BY: R. KEMERSON SCALE: 1 200' DATE: 01/3_1_/_19__ _ FIELD BOOK/PAGES PLANS JOB NUMBER: 19-2170 SHEET: 1 OF 2 N:\Projects\2019\19-2170 Orange Ave\19-2170 BNDY TOPO 2309-443-0001-000-2.dwg, BNDY TOPO SECTION SH1, 3/25/2020 8:32:16 AM z z m m V O 00 V I xE. WALK V26.0' .8' 111.52' x n 21.15 50.2' O CARPORT 81.03 43.80' n 4.7' N 1 STORY WD FRAME N 6.2' 0 5.35' FFE = 22,65' x x ROOF 22.2' D/F COVERED cn OPEN D 0 w COVP o ROOF COVERED BARN r" 18.0' 59.88' BARN 1 x 156.08' 26.25' [-",ALK O Z . N Oc� Z 3.85' WALK n cn ROOF COVERED STABLES _ WOOD SHED 12.25' w I ... rn J w [ V 12.12' 36.85' I I- x XII x X X X X ' - X XI PROPOSED 24' X24' ADDITION I 273.76' 00 35.59' I w 0 N 00 N HOUSE DETAIL SCALE 1" = 10' f O o I titi9 21.8 PARCEL ID1 1. 20 r z1.7 Z ( ROCK 2309-443-0002-000-9 I tih 21.8 x o w w I (VACANT) x C7 UN -PLATTED LANDS M TP PAC titi X M TP R&C EL = 20.97 ( 3 m ti� EL = 21.38 v - x. al a" x �� _-_. X x x' ti x �- 4' BW FNC COR x ° i oHE - o E- �A 21.5 N 35.38' W 55' 21.0 N 260' oEM titi titi• yb ■ -ti3.8 WALE 2 1 b �pq > x ;. n n,. 50.2 - x a�P 6 88' p 9 Z CARPORT 21.4 c 5 35' 1 STORY WD FR'AME PARCEL ID 2 FFE = 22.65 2.5OOF - - 2309-442-0002-000-6 z pel COVERED t S w 22.2' 2.6 /F y. -.' (VACANT) 2y ti OPEN ➢ a Fa COVP g 21 y ROOF COVERED �,ianc`•A pier UN -PLATTED LANDS m a� S9� BARN 21.5 n 18.0' 3 BARN �. .S 21.5 .. 2.8' WALK x N I 21.4 26.25' 3.85 WALK .` In 22 �� N "' PARCEL ID: +. 2r ,�ti. J: 21ti ROOF COVEREDF2309-801 -0006-020-1 » 21.4 y- z WOOD SHED 1z..5' ti w STABLES (VACANT) .I -PLATTED LANDS 4'BH/ FNC INT.V9ryr i12.12, N 46.2' W 13.2521.0 36.85' X Xrr - x X�--�-- X x 4'HGW/BW ,b x 20.3259 r2 FENCE ENDS PROPOSED 24'X24' w ADDITION x qw r 273.76' 35 58 O'ING55 � 60.00' I AND EGRA ESS PARCEL ID: - PER DEED BOOK " N 232,PAGE198 2309-443-0001-000-2 a 30.00' 30.00' (OCCUPIED) i 1p^ x 2 19.5 x 20.8 2 PARCEL ID: I 2'' I 2309-443-0003-000--6 (VACANT) M TP R&C EL = 20.71 20`' UN -PLATTED LANDS I �y --- x i ti.. ROBERT F. KEMER50N PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (PSM)#6285 0 0 sy 00 0� y z 0 � T 00 Hj Z d- "T o Z 0 p CC O C Q > N W LU (h `H ajL�' `V TO coN 3 oo H W �� ww z u- Z in O Ow =n ®, wo F n ^ r � JwJH35 o lU P ' w� w v 0 �2 5 - • �t LLJ 4 r b, CL. LLI OF kL .I; o ' • O y H i I r C m DRAWN BY G SANT_OIEMMA APPROVED BY R. KEMERSON i SCALE: 1" = 30' DATE: 01/31/19 FIELD BOOK/PAGES PLANS 9BER:'10� SHEET: 20F2 N:\Projects\2019U9-2170 Orange Ave\19-2170 BNDY TOPO 2309-443-0001-000-2.dwg, BNDY TOPO PROPERTY SH2, 3/25/2020 8:32:28 AM n n n � O 00 w Ul Lim N �26b' E. .8' WALK A 111.52' X :- O -FCA ' . 5 PORT 50.2 O L 43.80' n ":4Y Ul 81.03' 5.35' 1 STORY WD FPAME N x FFE = 22.65' to x OOF 22.2' 0 D/F COVERED OPEN D Co ROOF COVERED o 59 88' BARN BARN 18.0' i 2.8' V,`ALK x 156.08' 26.25' O N Z 3.85' WALK z ROOF COVERED STABLES N WOOD SHED.,,,12.25' w I o W 12.12' 36.85' I X X X X -X i X Xi X x PROPOSED i 24' X24' ADDITION 273.76' 00 w `�° 35.58' I I w w o N I 00 I HOUSE DETAIL SCALE 1" = 10' I I 21.8 PARCEL Y O: ROCK 2309-443-0002-000-9 x o w IF w (VACANl) UN -PLATTED LANDS EL - 21.38 x 2r9 I dy 2ti1 4 — X--'�—.—.-- X I X__ .. O 21.5 Z 21.0 26.0'. �,q�� 3.8' WALK oR I. 0 c1 X cl% 6.88' A 0 16 O z CARPORT 4 in N z` - = 6.2' 0 5.35' 1 STORY WO FRAME N IV PARCEL ID: x �a ti I 21.4 'r �e 6r FFE = 22.65' 2.5 2309-442-0002-000-6 Z _ OOF COVERED z2.2` D/F 2.6 (VACANT) 2ti. 00I ti OPEN UN -PLATTED LANDS " 'pr %q x BARN n 1a.o' w 21.5 : s 21.5 L51N N ` 2.8' WALK LL9 ro 21.4 26.25' x ¢ KY' �3 21.4 y 213 WOOD SHED 12.25' a 4'BW' FNC INT. �919 ti> N 46.2' W 13.25 ti 21.0 21.5° X XX� X �b X �P�rr ar 4'HGW/BW ti'" FENCE ENDS + 'd 209 ' F of 273.76' 0- INGRESS 60.00' I AND EGRESS PARCEL ID2 PER DEED BOOK 232, PAGE 198 2309-443-0001-000-2 30.00' 1 30.00' (OCCUPIED) MIN. SUBACK PEQ. P x FRONT `D n — —II— .6 do o .SIDES �tib �C.19.5.�20.8 �2 PARCEL ID: CNR SIDE 2ti2 I 2309-443-0003-000-6 REAR (VACANT) TECH. 2oya I I UN -PLATTED LANDS ip)a +apt oW fed O6�'11Rki ----- o N� m o ) tih 218 x M TP R4C 3 EL = 20.97m 0 X 4'BWFNCCOR X N 35.38' W 55' P I ROOF COVERED Z zZ3 BARN v30 _ O c*l ro PARCEL lb: ROOF COVERED 2309-801-00016-020-1 w STABLES V' (VACANT) w12,12, UN -PLATTED LANDS 3685 x 20.3 m PROPOSED d , 24'X24' ADDITION x 35.56' is p N + I tip• 0 0 ® 00 N 4t � 'F �/r H m ci J 7- W O LU J % < Ik C) [Y q V v- L h `i 14 Ca c O Hz H NLu -J �P1 > LLLL zr coLU t� 3 W ��tyd Z Z 1L O w O J O Lil 2 V) N V Z "_ o chi w rrn > � w v V H I CL C LL >LU z > CL lX LU CL z D 0 JOB NUMBER: 19-2176 .) SHEET: 20F2 N:\Projects\2019\19-2170 Orange Ave\19-2170 BNDY TOPO 2309-443-0001-000-2.dwg,.2/27/20204:03:17 PM, LANIER MP W6700 ARCHITECT PRODUCT OPENING PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD DESIGN DESIGN TYPE PRESSURES PRESSURES ( WORST CASE) GARAGE DOOR -31.46 -44 DAB DOOR COMPANY MODEL 4/4/811 NOA# IMPACT 5/16 X 1-5/8" LAG SCREWS 3 PER BRACKET @ 12" O.C. STEELSECTIONAL 17-1048.12 WITH 1-1/4" MINIMUM EMBEDMENT WINDOW ZONE 4-33.88 -70 PGT INDUSTRIES INC SH 55W NOA# IMPACT 3/16" ULTRACONS @ 10" MAX. O.C., 6-1/2" ON ENDS, ZONE 5.41.14 17-0630.05 7/16" MIN. END DISTANCE AND 1-3/8" MIN. EMBEDMENT ROOF ZONE 1.29.04 -1Z9.25 JA TAYLOR ROOFING 5 V CRIMP FL# N/A #9 X 15 CORROSION RESISTANT WITH SEALING WASHERS ZONE 2 -48.4 17443.1 W/ MIN. 5/16" PENETRATION OF ROOF DECK @ 6" O.C. ZONE 3 -72.60 PERIMETER & MAIN FIELD FASTENING @ 12" O.0 DOOR ZONE 4-33.88 -65 PLASTPRO _ SERIES FL# IMPACT #10 WOOD SCREWS @ 14" MAX. O.C., 6" ON CORNERS, ZONE 5 -41.14 FIBERGLASS DOOR 15213.1 1.15" MIN. EMBEMENT, MAINTAINING A MIN, 5/8" EDGE DISTANCE 1" END DISTANCE AND 1" O.C. SPACING ON WOOD SCREWS TP PREVENT SPLITTING OF WOOD WALLS ZONE 4-33.88 N/A JAMES HARDIE LAP SIDING FUI N/A 11 GA. ROOFING NAILS (0.121" SHANK x 0,371" HD x ZONE 5.41.14 BUILDING PRODUCTS 13192.2 1.25' LONG) V 2V O.C. 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. I I � t & 14-T- 0 fhP Certification for Desian Load Compliance 1. DESIGN CODE Florida Ks "PEm(/Af-code 2017 Edition w/20_ supplements using ASCE 7-10 2. Structure Design is. Enclosed _�, Partially Enclosed ,_ Open Building 3. Risk Category: )Cl I ,_II _ III _IV Exposure Category_B K C „D Adjustment coefficient ,1!-L,1 4. Design Wind Velocity 100 mph __ASD _LRFD End Zone Width A_ft, 6. Mean Roof Height: Lq_ft. Roof Pitch: J�/-:12 Parapet _ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 30 'MRH (worst case) Zone 1:-Z!'a Zone 2:- 44,*Zone 3 -7?i4 Zone 4:- 554Zone 5: 41, 1 Garage: 3/_d1 7. Design Loads; Floor: F y PSF Roof/Dead LF'r- PSF Roof/Live -10- PSF Balcony _PSF Dock: _PSF Deck: PSF Stairs:_ PSF Fence: _ PSF Railing - PSF 8, Were Shear Walls Considered for Structure? 2fYes Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided? Yes _Not applicable Explain Why Not: 10. Minimum soil bearing pressure 2000 P S.F. §STTRUCTURAL NOTES: 1. STRUCTURAL LUMBR TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. 2. CONCRETE SLABS AND FOOTINGS TO BE 2500 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" Q ht{Fo�' 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12"AND COMPACTED TO A MINIMUM OF 95% •(� f' MODIFIED PROCTOR DENSITY. ! Z 6. ALL COMPONENT OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES OF THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE. 7 0 7, WINDOW AND DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES OF THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 'e4tris 8. FOR METHOD OF -ATTACHMENT FOR DOORS AND WINDOWS, SEE PRODUCT REVIEW AFFIDAVIT. �hry� to Z;dhiFi+.(-r -rD FBE� _ v4QPtr� u%tlz 9. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303.1.9.1 OF TH FLORIDA BUILDING CODE, NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z- - - MAX COATING OR BETTER. GpwiJP G PRODUCT REVIEW / k?- F't_c�o /-\--L. ( 0 PJ tT' EC-10-4-Tf..tCA�t_ 4MAAt.-�- &e Ttr.P' 'T"Z7. EKr r i1 PUC,a SEA✓ I �Cm. +$-. S'FI1.'��. f EX+Snf. clp e�K Co ?"fs ra e-T'd) _L c2-0 v¢� I SH2.4k, Architectonic: Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT WUCHTE ADDITION ST. LUCIE COUNTY, FLORIDA REC€tV€R' permitting Dedartment St. Lucie. CbuntV 8 o v3 CLIENT CONSULTANTS REGISTRATION ' F F LO.... R Q ppo C�SrE3 At RE'D� MICH L, AIA AR96898 REVISIONS NO. DATE REVISION 1 9 ;EVIEWED F DE COMPLI LUCIE COU BOCC KEY PLAN FILE cul (a�'/ PEP%Av r MAXIMUM HEADER SPAN S-O' 1 6'-0' 1 8'-0' 12'-0' 15'-0' WALL HEIGHT STUD SPACI 1 2 2 2 2 l OF HEADER STUDS SYPORTM END OF HEADER 10'-V OR LESS W O.C. 2 2 3 3 3 3 f ftn.L tfNG�r SRC AT EACH END HEADER 10'-T OR MORE 18' O.C. 2 2 3 3 4 - 4 RDDF TRUSSES DOW TOP PUT 8HRit�7#dl(' SPN2R ED N I�CEMR EEDA D.D. STAGGERED I SOUP EACH SRX LSTA 18 OR MIS HEADER STUDS FULL LENGTH SN NOTE: SBIPSON 1 RFPUCE MTS 16 STRAP ETCH SOS SIMPSON SP4 OR NMLS P.T. BOTTOM PUI POINT BEARING HEADER CONNECTION DETAIL N.T.S. a""4 C'IaC9 E zx�c N -tY, LA.G.o e'os rs �-3/ Zxzx'/8� Z - wA�:4 i Y3 r r hwt w 1 r.a`Aou..a Nan i SILL 2X F�a1.1 1 C.. _. .. �JUe>^ SslDlRwl C. J 1 RID F SHEATHING NAILING ZONE INFO. I( i ZONE Pi REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMET,ER & 6" QC. 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. a NOTES: Mt )Fno IC04FrN%8 e�tf. wood 19/32" CDX PLYWOOD SHEATHING �4.1" o vEe � PLAN V iE W -� i 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE d RINGSHANK NAILS. a CoOF "AT r< -Zv"F 18 r UNDERLAYMENT FELT SHALL BE PEEL. & 5TICK.OR 30# FEE LT COMPLYING W( A51 M..D226. PF'T,o.r L �_ ._ . _. 21e(, -170 AG 6QGT-5 G.+.. ..� rc...r 'ETm LL#�G✓ vr-f ? wve.,a slenPsoN _ r rs I (P '4' VE- � rA TS K)OTE; FoF ADnITIOnJAL_ Ir.,FoenlA.Tlon.� s�F_TYPeehl. Wat,.L SF�.TIraN *Z)( gr-kP.LNCv T H br' 4 -reusst✓s CG I-LDC e "0'r-I E-Ae S I PE of Zt %A 'rz (-Top �& FRO-Q(c�" CNoKC+5) 4 TeUs5s5 @ lr-rpcoF- G,'-olo,C.s EA, 51S>•ja op Et r?GoE.. LAP 6 cDIQ-C., ,0Q kkoucS1-w%tAP PER, G"a ICI F=IE--L.N' -. blMPhouo m'r4 14 1--lt4-104 i fJPILS I � 32°o,�e CONNECTOR SCHEDULE TRUSS ID - BEARING _- TRUSS ACTUAL SIMPSON CONNECTORS) FASTENERS POINT(S) UPLIFT (GROUPED, CONNECTOR(S) UPLIFTDESIGN WORST CASE) GE 48" O.C. 360# (1) MTS 16 1000# 14-30dxl-1/2" A EACH 360# (1) MTS 16 1000# 14-10dxl-3/2" I 1 F 1 d I. I 3 Gc A 0 'fir ry �F$ Z-X& rA5C:/A r£L luke-vuc.e- PcXwoop �i. FFt+1' pgL zXc. -roe P�-A. �IA-tod ,.PAtrJg _ .. jer Zrero C.®. o5r- a•x�n Srup� � tea`o.ce xea NA+�ea:V rta Po��" w/ 5pta ,°w•^�re.,�Ps C-e Ct3L"o..C_: t`b?: SoTtsi-°t MPSaN StGo t/L x4 6xP �cAB.Y" � ,I 1#5 IShe TlAr-4 pc5'r I L� Itv T-(O ��/5e—T-10 pj H A441 E f°C-A;h?iL E.A� �jI (?tNGp aN f(o u`aE.. C BX PtAf wocp w� Lsd N AI L5 & 4' m ,ey P%Tr _ 2;)ttp W07t" F'LhTv- w/ t/2' ,. ?-A, 40 1t '• ' `v 4 ^1 E C--n Q +�J EkrSTW G- $oSCS I FOUNDATION SCHEDULE S-1 4" (3000 PSI ) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. F-1 18" DEEP X 18" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. (61 I I I �I 1 II < I 12 O 7-4'—o aCo G REVIEWED #ODE COMPL ST. L.UCIE CC BOCC L ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTON ICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT WUCHTE ADDITION ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION O i R� �S R MIC AR 0R!a SEAL 9 I REVISIONS NO. DATE REVISION my KEY PLAN p6 SHEET TITLE / SHEET NUMBER 21 PROJECT NUMBER DATE z/Vwr-<c;`