HomeMy WebLinkAboutProduct Approval (2) SHEET 2 OF 2(SURVEY DETAILS) SURVEY NOT COMPLETE WITHOUT ALL SHEETS
LEGAL DESCRII'770N: JOB NUMBER:1704-076
LOT 1,BLOCK 7,"CARDINAL GLADES",ACCORDING TO THE
MAP.Oft PLAT THEREOF,AS RECORDED INPLAT BOOK 11,
ti PAGES)14,OF THE PUBLIC RECORDS OF Sr.LUCIF. FIELD WORK DATE:04/28J2017
COUNTY,FLORIDA.
PROPERTYADDRESS
211 TUMBLIN KLING ROAD FORT PIERCE,FL 34982
FLOOD INFORMATION:
PANEL NUMBER:12111 COI 89J
FIRM DATE:FEBRUARY 16,2012
FLOOD ZONE:X
BASE FLOOD ELEVATION.-NA
PROPERTY FRONT VIEW AERIAL PHOTOGRAPH
_lr
f
JP ELEVATION PC-� COMPOUNDONRE
SURVEYOR'S LEGEND -FONON IT
AIC-AIR CONDITIONING FIPC-FOUND IRON PIPE AND CAP POB-POINT OF BECINNING
BB=BEARING BASIS FIR-FOUND IRON ROD POC-POINT OF COMMENCEMENT
BEP-BACftFLOWPREVENTER FIRC-FOUND IRONROD AND CAP PP-POOL PUMP
BLDG;BUILDING FN-FOUND NAIL PRC-POINT OF REVERSE CURVATURE
BLK-BLOCK FN&D-FOUND NAIL AND DISC PRM=PERMANENT REFERENCE MONUMENT
BM-BENCHMARK FND-FOUND PT.!'OINTOFTANGENCY
C-CURVE FPK-FOUND PK NAIL R-RADIUS MNETYPES&SYMBOLS
CATV-CABLE T.V.RISER FPRD-FOUND PK NAIL AND DISC RNG-RANGE
CB-CA7>^H BASIN FRFSPK-FOUND RAILROAD SPIRE R/W=RIGHT OF WAY -BOUNDARY LINE
CL-CENTERLINE GAR-GARAGE S-SEPTIC STRUCTURE LINE
CLF-CHAIN LINK FENCE HYD-FIRE HYDRANT SEC-SECTION STRUCTURE
. —..
CLP-CONCRETE LIGHT POLE ID-IDENTIFICATION SIR^SET IRON ROD AND CAP - --CEIVTF.RZiNE -
CONC-CONCRETE L-LENGTH SPKD-SET PK NAIL AND DISC -———--EASEMENTUNE -------
CP-CONTROL POINT LB II-LICENSED BUSINESS SV-SEWER VALVE _ _ u-
-CPP CONCRETE POWER POLE- LS N z LICENSED SURVEYOR TBM=TEMPORARY BENCHMARK -FENCE LINE
'- D-DEED M-MEARSURED TOB-TOP OF BANK A-FIRR HYDRANT
OF-DRAINFILLO AM-MAP BOOK T'-TOWNSHIP
ELEV-ELEVATION MFS-MITERED END SEC77ON TR-TELEPHONE RISER -WATER METER
EM-ELECTRIC AISTFR MH-MANHOLE TYP-TYPICAL
E0-EDGE OF WATER MLP-METAL LIGHT POLE WIT-WITNESS '�k-FOWER POLE
EP-EDGE OFPAVEMENT OFIW-OVERHEAD WIRES WLP-WOOD LIGHT POLE
F-FIELD - P-PLAT WM-WATER METER ®=WELL
FCM-FOUND CONCRETE MONUMENT PB-PLAT BOOK WPP-WOOD POWER POLE BENCHMARK
FDH=FOUND DRILL HOLE PC-POINTOFCURVATURE WV-WATER VALVE -
SURVRYOR'SN07ES
�-` 2.7H9 SURVEY RDI NOTREERAflNE OR[DrOmATELANAESMrT THE
LANERECO
2.THE SURVEYOR DID NOT RESEARCH OXhDSiRAt.777fE tAND RECORDS FOR PJGfJ75-0F WAY,FASTliRM17$RESERVh770NS DFJ'lI RFaS( ADIS ZONINOREGt11A770NS
Sh.?LLICtCu,IAND USP PLIN OEIUGNAWON3 ADJOINING DNF.OS RENS,ARACMfYAcr&-ta w-cD-WA Y ARFIS OF LOCAL CUNChXN ON tlTNFJ8m'mAIILAR JURfSD1C77UNAL
DETFRABNATtONS.71>DNF.EX7F.NTn1ATTHL4TY!'ROFINFTtRAfARON lSS7tO1VN,TT ffOWNSpLELY ON 777Et?ASfSOFtNFTiRAtAnONi"RpVtDF7)tiY77JEGDEN!'OR
INFORMATION OT HERIWSEKNOWN 71D 7HF.SURVEYOR AND ANYNOTBE OOAM..71-
3.UNDERGROUND UAUJ17E9 DIRLOINGFUUNDA770N-%AND OTHER UNDERGROUND FMO alFROVEMF.NIN WERE NOTLOCATED,UNLESS O7HF71WJSb INDICA7FD.TO 771E
EY7ENTTtfATTHrST'YPEOF7NF1TRAfi177pNIS5HOWN,ITIS SNpWN.SpLLZYON THE BASIS OFSURFACF,INDICATIONS OBSERVED 13YTHE SUR'VEYORAND AfAYNOTBE COAtPLEm
7. 211
-naNN,ft-ANDSAND RNOANGXRt D OR THREATENEDSPECIESHABITAT,IFANY,771ATMAYEVSTONORAROUND 7HESU{tVEY WIN WERE.NOTD75TFJtABNFD OR
LCX..ATFD`-
s TBE srrRW:rnha}s IsnIE FIELD DATTs sxpwrilry.me 7nzeDLocx,norTTIE slcxnTuttEDATE
6.THIS SURVEYAWI OR THE COPIES 2711WMPARE NOT VALID IVPTHOUT MW MaNA7UREAND RIF,r"X.7RONN:OR ORIGINAL RAISED SEAL OFA FLORBIA LR.IENSFD SURVEYOR
AND AMPPFR.
-"' 7.FENCES SHOWN ON SURVEYARE FOR LULISTRAT IVE PURPOSES ONLY.FENCE 77ES SHOWN ARE REUTIVE 70 THE C&WX'W OF SAID FENCE THE WRVEYOF 14RLPawasm
nYjTtr�• -, _ __ .-.
SF^"!S.T.�TCR-DAA;.10�^";,GZ:T6'6.FROAFTsinith'i.tOVi1u AHA/OR CHANGPS?O ANYFF.NCES UNLF557NF'SURVF•V'WiTSFRpND�DSPECIFICALLY FOR 4E•NCfi Lf7C'.ATION
S.PROFMZYY UNFSAND OR IMPROVEAIF.N7S SIIOIVN IML:INYMCALLYLO A7W DYFMDstIRVEV.
9.MONWMM POUND OR SETARE SHOWN;('.ALCM ATFJI UW.SAND INFOlUbl 10NISNOM)RYICI
10.COMPUTAnONS OFDNFSAND OR DATA NOTFOUNDARES11014NAS(CA
I I.ACCURACBSS ORTAINFD IN 7WS SURVDYIS GRG47ER THAN(RURAL)/'IN SDW.(SUBUAI7AM]'IN750D',(f7.IAIAIF].,C9AL)1'IN IO,0W..
12 PRIOR 717SURVEYRWORAfA77ONGR7AINFD WAS LEGAL DESCRIMON FROM CJIEATORFROAl HINL XI(PUBLLVIFD COUNTYMCOLIZ- RAIMRF•CUROtDPLATSAND
ORSL•rMNCORNERRI:L'OROSB+AP)I.I U"
I.I.PFONLYA DIGITAL SURVEY COPYISRWUIREDA SURVEYRSPORT WILL.BE PI.ACFD IN FTU:.IRS DICTIAL SURVEY IS NOTFTJLLAND0 AIF).F.TF.Wf1710UTmESURVEYREPDRT
FAIL
SURVEYOR'S SIGNAITIRE CER"FLFIED TO:
NOTVAwWrrRoOrnte IICIIATVRPANDOIUIIK%L RAMEOSEALOIIF,"'IIONICSRALOPnIE TAMMYARCIIER
/ RNDAUCVA=DSURVEYORRF.WW.THF.SURVP.TORHER ICERH,TESTIIATMISEUiCIROMC
MOKKrUREAND 3SALHEREUNMESISFITMOUEESSET rotmtINLHArt W-17.0620FTHEFLORMA PIRSTINTERNA TIONALTIM,INC.
AknRSTHATTIS SURVEY
MEEMOSEMINIMU.Ms•PWRIOA3NDARDSN.MIDFOR SURVEYOR SKY HCDT FIRST AMERICAN TITLE INSURANCE COMPANY
cAD.W ES THAT CO StIRVETHELT.iTHEMON 11MTECIINOMDA T—n%S FOR SURVEYORDKITIRIII
BY THE FLORIDA BOARD OFSDRVEYORS AND MAPPERS W CU117 RS 17.051 AND 111111"'It
PW�HRIDD,AADMWISIRATIVECODP-PURSUANTTO9RCPI004n.057,F MIAs AMMt
BVI'
04/29/2017
BILL HYArr DATE Know It Now, Inc.
SURVEYOR AND MAPPER 44636 PROFESSIONAL SURVEYING AND MAPPING
ST:ATEOFFLORIDA 5220 US HIGHWAY 1, $140 VERO BEACH, FL 32967
FWFJDA BUSINESS CStrPiPtCATS OF AUTHORMATION NUMBER L8 8912 Phone (772) 925-2250
SETUP AND INSTALLATION OF SINGLE WIDE SHED n SER)P AND INSTA IATION OF DOUBLE WIDE SHED -�
I.BUILDING S PLACED LH REQUESTED LOCATION ON SCHEDULE 40 PVC TO AtAD'X FOR /"' 4 i.BUILDING S PLACED IN REQUESTED LOCd➢ON. THE FIRST SECTION OF THE DOUBLE NODE IS i 1✓J^" .,__
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE,PROPERTY UNE,ETC., PLACED DN 1HE NM.NEBY LOCITION OF GROUND AND IS LEVELED UP.
2.ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLSHEO,ME / TTTyyy i 2.BIOCAS ARE THEN PLACED AT THE END,CENTER,AND TO END TO LEVEL ONCE THE
BVADWG S BLOCKED ON THE MUCH SPOT AND LEVELED. THE OTHER END OF THE t / '( EAR ONG S LEVEL,IL.ARE ADDED TO ACHIEVE THE CORRECT SPACING(SEE TABLE 3). ��_-r f•rn
BURRING S OROUCM UP TO LEVEL AND BLOCKED, THEN THE CUM OF INE BUILDING ({ftt'f"7 THE NEXT SECTION OF THE SHED 5 BACKED INTO PUCE AND UNLOADED PARALLEL.W10i THE '
S SUPPORTED TO LEVEL.BLACKED.AND THEN SHIMMED. 'i FIRST SECTION.THE 1140 SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH(1}f'34]' Q
!.AFTER THE BUODI C S IEYEL,MORE BLOCKS ARE AOOED ro ACwEYE ME CORRECT BQ.T AND NUT, THE SECOND SECMON S THEN LEVELED AND THE OTHER STILT HOLES AAE
SPALtNC j$C[^ijiAet[s}. J/ LINED UP ANO BOLTED SECGRE INE REST OF THE BLOCKING S THEN COMPLETED. THIS C 1 N iq
{.ANCHOR T'CACEMEHT S ESTABLISHED BY THE WIDTH OF THE BUILDING, HOLES ME DRILLED 30'AUGER ANCHOR PROCEDURE IS REPEATED FOR MULTI LE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE
THOU ME 214'BOTTOM RATE WON A 1/2`AUGER W. 1/2-EYEBOLT OR OPTION& I (4,900LB) �4,GRQUNO ANCHORS AAE TNEN ADDED(SEE TABLE 49).
1/2'THREADED ROD(FORA 1RCX SEI-)IS SECURED MOM THE ROLE. 6`RFA1t®PFR MNNFACIUAER'S 5,ONCE THE SUBDiNC S PROPERLY BLOCKED AND SILTED TOGETHER,THE SUPPORT BRACING S
5.ANCHORS ARE NOT REQUIRED IN THE BGTTOM PLATE FOR DOORS AND DOORWAYS WITH NO � MDAUCT�. EYELET AT REMGVEO. ��T°C
FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. M83BABd OF 0'ABGVE WDE / 6.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORMATS MOH NO mASANm,,rv[
6,IF THE UNIT 03 A FLOOR,EITHER A HOLE IS DUG FOR THE 3O'AUGER ANCHOR AND FOOTER(C•APACE DOORS FOR DIMPLE), HEADER DESIGN TRAIN5FER5 THESE ED= F�PwnsmM
EICKFUED AND SECURED AS PER ME DETAIL OR A i/T HOLE S DRILLED IMO THE \ rR aMleatFl Smn
CONCRETE 1-I/2'OFF OF (JOIST. THE EYEBOLT IS FASTENED 1RRU THE BOTTOM l yTµ.NKT
*UTE AND A SIMPSON A-24(OR Eaux)Is SECURED ro THE aNTRETE WeFI A+/z' GENERA NOTES & SPECIFICATIONS FOR AUGER ANCHORS
wEocE l IS.A L., em 9vD
7.IF THE UNIT ISA'NO ROOK'OPTION,ANCHOR WRH I/2'a5'WEDGE MCNOR 7HRU THE 1,BUILDING ANCHORS SHALL BE'MOBILE HOME'TYPE HP-I SINGLE HELIX EYE
2'a4'BOTTOM PUTSt9asuM
ADDER ANCHOR BY NOME LES OF BRISTOL.4'900 VO OR EQUAL AVERAGE
HOLDING SYSTEM S NOT DSS THAN AL OL LBS. wFLMR
T LE 'L Lam- 2.ANCHORING SYSTEM TO GROUND PER LOCAL BNLDINC CODE(BT DEALER).
LOCATE ANCHORS PER TABLE ILA DR 40.ANCHORING TO CONCRETE RUNNER APwVF¢FN'T� t'I
3WIT
.THREADED ROD H EYEBOLTS SMALL BE PLACED THING THE BOTTOM PLATE AVM Liu,m m
SPACING- (FLOOR SYSTEM)AND ATTACHED TO ANCHOR. THESE CAN BE EKTRIDED WITH
SHED MOM UPLIFT(PLF)ANCIgR SPACING SHED WARN K1 R A TYPE PAD OiB.N.-YAA LOAD' 1NAIWAL THREADED ROD(OR STRAPS WRH EQUAL OR GREATER STRENGTH)FOR ELEVATED
NO oN
20'-0' 100 Y-P is'-B' t'-toj' t•-IU)' 1'-10)' i x10116' 1»8185 E SeND A PORTIONS OF SHEDS ON IEVflµvWG�BLOCKS.
It 41K•ate' 3SOO185 CUNIM SAYDOHL[ TABLE 4A
YPc'Ic shpts.nngL.MV
9W AUGER ANCHOR SPACING-SINGLE TUBE_ 1��op yyypty
I i'-8• 210 S$ 10'-0' t'-Y W-101 - UI 10110' 3950.85 ABS PLASTIC PADS SHED MDM LW UPIbT(Ply END ANCHOR••YAr.INTERIOR SPACING'•'
IW WI¢vxpltiYp us,c[
sw-O' 2W Y$ D'-D' P-9• b'-8• - N 818116' 1900185 CtlNENi O SCUD N:K t3'-B• T.00 43 0-0"W Y-P—11 41
81-01 IB) SIL' W-0' 01-1P 51' - 5!0 ON XAs4 SOA. AImO twlvl/(iaas''r°iAMNI0-
11'-B' 8.00 2W Pros-d t0'-0' REVISIONS
W-0' 120 S-P n IR FA011 INF or AT19Y In Camra s W 0.SNCL® 10'-0' tY4 7,77K,S-P 1P-o' REY OESCRUMCM m+, DATEI BY
@cY.IF-Y MAY——(1)STNS s am 01 FAm FP9 ic7i R,S s t0 aC MiR'FNF PnOmOG.
3.IOC PIO9 RONan m I,'-e•.wo I]'-e'MOL slam oMr. Ira 138 4-P ro Y-P IP-W NNF
e'-P ua Nu.Ipulo.. yYyR m
TABLE 3 S-W iP-P
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING IDR SINGLE a DOUBLE VAOE SHEDS
5,(m DLCRIPIION vb MApWM LON ANO PAD 119EABLE B
RUHkpN 9ii0nGR SIQ LAXER 3O'AUGER ANCHOR SPACING-DOUBLE WIDE
SXW MOM SYPE lM(PLF) END PAD MAIL WAGING ENO PID SOE $MED YOUTH LM• URiT(RF)ENO ANCHOR'•MAK OIIEIGOH SPAWIP•• V) �w M1B
13'-B' SM/O0 a.15/ATN P i0 P W-0' 1830.5 L 4 m OR N 18]9le L V W C4N N 2V-O• tOm IGD P-P 10 S IF V-P Q
I V-B' SW/OY 6.00/180 P RI P B'-0' 25..,o L F.O1 OA N 2058tH t R OL oA ry .��BVI M GO) �� S L'I 4/28/18
N A
IO'-O' M/OM 500/404 PID IC 8'-0• 21— L 4 I0.W TV 24pQH L U.A,OR N '^LIAAAIY tvlf Hrt£FN Atol0la (n
B'-O' 31T 1.00/— P 10 5 G'-0' 21I29ID L 4 G.GR N 21MLB L 4 H,GAN In I�MN50R SPFIMNp 8 onSMD A9 Fn ASLC->. W AL,
L Ill YEA9P2YIM5Ila CDav-ID•OMt04
SR 3.W/240 P W fi b'-0' t8J1LL0 L 4 R4 OAK T88btB Lk.—
1 M SLNIAdt L1rAQfR s AlmgAt RR 920 O(i}.D)Aaagp rtA VSN W R � i.19tfi�41iUN TINS JA k0t MA(OF 06
•tal4'Awx s,am ON,GPO[n T21ARN AN6n61R amisl4 s 9uC&C,s ilOpf iHW 1C-o- ?y PIAN Sfl Ilq/.^[N+wtID eT 10011.
, sPIWO R D0 t0 C40LR s w0. A IIggR3 SKILL DE m SqC MNn OxFPT MRX 1K 911m 4 Rltm MFR TO 111 llm&AMNO 6 DmM"CM O2 FDC
2 BIOS VOW MtOi DD PADS SACHG 6 CDOm ro CFXIU. POINO 6 NGUI6 GGI BE PUfJa ON M qC MNtO LS IXmE L Zu.0 U RtFI LCLE RA YttRYF
5 usE SIEa tllgOAl sPAnNR 103 aaOmX SFAp,O, m Y R(FEA ro lE-O
W O[L0.9 LOA RYMQ
� aarAtAnu1 umMMn TO ImFT crAz
0
0
LAJ
3S
J
31Y Gl PA92R Y•6Rv � n � Z
,n' to EY13 BniCR ro2YlIQ 1TM,nv' tG'gYAI FOP T4o1 YlN!2a SHUT N
FOR 1s.H SET" DoIY A OUI,rtM{D212'sJaTAtaEO in•caMFA 11mm,,gg�� ]0-F14'S01T61 RAR FPALO
1/Y OmMm - ML9g6 U.m4Y 9HFM EIAIaM _ YYl M NAaOp PM1O st 8 __ P.L— O
T 3'FO0.4ro C28IXS • , LIR[1�NITR M-�
Lrn pnIFD Ymx 1�
(SEE
®LTA U WS' W .0.CEtic A5�W@ D!E 3}, 1 (RW. tWGLBAW M6mCrol1 \\—WFJ00
-�rctLO_rWzPCm1! ,z L p
_ (IIT 1ARt 1 taA SNUIG) Q 6/1/18 I
(IIc uRnp4 Faa sPAMID7�tN > SKID A/ SHED WHH SKID SHED WITH'NO FLOOR'OPTION
/ ANCHORED TO CONCRETE ANCHORED TO CONCRETE J
TO PAD OR-BLOCKING
RE—DOWN—.DETAILS Mai Aai T.BMleN PE
� {IONda ikmas wa>e
z SM.N AD-1 OF 1
PSI APPROVAL 2018-01-18 Side VNIHeader Schedule 1180C1EndWallNoadelaehedule 100C
Ry1 1meX:I '
u M�AhNYN naar9uTwhc _ >;m 6um4
FW—Waap f,"�l.t•
..q•Il1c IsA� uu�c - 1
a•.ewnA• a s-ra0adr�.1. "'I"v°"^ad�md.nw.em.uox.di.e a _
..T m a >Iydla
d NJ-Nwv.r dpd.Otl�i.Pih.dla.pgml ocn M m°umaa� ....
M.
e.VMdosl�drmMndmr gri�.thd lmi. _ .T�' '
mm.6mn 6TA cmnWtl.WdaJ.b� .-_...._•
W tiNiA dA�L.io.by N.bt.clWla '®
e.s..n.d.deml.mdl�e.Iym.,L.ara•mbu•r.T. :�,���"�4' �
.mn.d.ame.v.n�.dmwcvA.�.a�ema,m.w.�w.am.an .w�®� cooE ra+ n
.a•1m�
xm=
IM�..� 'e�.�e�L°p�� rws.ENf DETAIL SIDE WALL WINDOWS Q1D WALLS WINDOWS
jQpIlQdQl,l k DOORS DOOR 6'WIDE OR LE55 _���m �n��
AIadC aam
C.F.I. -YY+ ' ,•,� �} g ��
OUTLET � -.ut. au��u�sm¢Im,•�. �� aw Im
�� _w� ROOF FRAMING PLAN L O WIRING Q�N.
f �n 00
ama a
n 6n O SCRPeN v GA. 6T
s �
z
« z
12/12/17
o�
zN
w m0
� (°'�°4�w�° STANDARD WALL oEfAIL m��u� F� �'m"'�•��q R��
ELEVATION CROSS-SECTION END ELEVATION -V•o uii1"'°cmir" d `em e'1o'.m y V sv 4Rw..rry
__ _ ffiOLO�P6 emm"°a"'r°P� -V�iim a NCO c� .e,am �mmm
• 'S���i n�o.o�rNt�
—_-- Z ```111111111/F,�A ®�
- - � J���Ew T•gq i��i
�cENse <a
m .�.a Ir .c
w sa y
V =
'� tea.V�.•�'C..o�.e i�1
STATE f�
ORIOP 'i���
OJ �h iRg p NA;;1 ,`
_ U—.L 6dNln eL
ENO EL EVATION ENO ELEVATION _ Z —UL°"1°I-
2)
oma
°� m.+ ...d noon FRANIND RIeN m s>aa: SSB-1 OF 1