HomeMy WebLinkAboutHealth Department Septic Approval 41 STATE OF FLORIDA: PERIUT NO.
DEPARTMENT OF HEALTH -DATE PAID:
_ ONSITE- SEPfi.GE TRl9Al2MFM AM DISPOSAL FEE PAID:
`:,, -• SYSTEM RECEIPT 'W: �l��-''--__
APPLICATION FOR CONSTRUCTION PERMIT
APPLICATION FOR:
New System [ I Existing System, j I Holding Tank [ ] inrio,&tiv�e
.[ I -Repair [ I Aban`dlofinent [ I Temporary I I
APPLICANT: .,p yy-F ,gf
AGENT:
+'+cabs.32IC ADDRESS: ��\/J C�V 1 � .Y T � Q�V ` • e 1 �
� YY
+> TO BE COMPLETED BY APPLICANT OR APPLICANTSS AUTHORIZED AGENT. SYSTEMS'MUST-BE CONSTRBCTED
BY A PERSON LICENSED PURSUANT TO 489.105(3) (m) OR 489.552, EZORIDA STATUTES. IT. IS THE
APPLICANT'S RESPONSIBILITY TO PROVIDP, DOCUMENTATION OF THE DATE THE LOT WAS C9AX&,D OR
PLATTED (MIDD/YY) IF REQUESTING OF STATUTORY G,RANDFATBER PROVISIONS.
PROPERTY INBOMATION
LOT: BLOCK: SUBDIVISION: ,..Q�� PLATTED:
PROPERTY ID a: V30-I f.3"=J UO- L zowmG: "_�� I/M OR Eaunxm T: [ y / N I
PROPERTY SIZE: . l ACRES %k`TER SUPPLY} _ PUBLIC. <=2000GPD [ ]>2000GPD
IS 52WER AVAILABLE AS PER 381.0065, FS? [ Y / DISTANCE TO SEWER: FT
v
PROPERTY ADDRESS: _4 H { G F_J w)B y�� n. 3 �{c2/J
DIRECTIONS TO PROPERTY: ��Y
BUILDSNG SNFOPI-WION 'I2ESIDE1dTThT [ ] CONWERCIAZ
Unit' Type of NO. of Building Commercial/Institutional System Design
No Establishment SecL:ooms Area Sc
ft Table I, Chapter 64E-6, PAC
1
3
4
r 1 Floor/Equipment Drains r j other (spec iy)
O ,
SIGi3ATURE: DAM:
DR 4015, 08/0 (Obsoletes previous editions which may not be used)
InC0r_D0rated 4E-6.001, PAC ad,-. Page 1 of 4
STATE OF FLORIDA APPLICATION # AP1277161
DEPARTMENT OF HEALTH PERMIT # 56-SF-1708792
M. r
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM DOCUMENT # SE1024611
s' SITE EVALUATION AND SYSTEM SPECIFICATION
APPLICANT: Lorraine Harris
CONTRACTOR / AGENT: ASHTON SEPTIC TANKS, INC.
LOT: BLOCK:
SUBDIVISION: ID#: 2430-113-0001-000-1
TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE
REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS.
PROPERTY SIZE CONFORMS TO SITE PLAN: [X ]YES [ ]NO NET USABLE AREA AVAILABLE: 3.94 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCE S-TABLEI / OTHER-TABLE 2 ]
AUTHORIZED SEWAGE FLOW: 9849.98 GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ]
UNOBSTRUCTED AREA AVAILABLE: 750.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT
BENCHMARK/REFERENCE POINT LOCATxON: Orange painted nail in power pole NW of proposed house
ELEVATION OF PROPOSED SYSTEM SITE 14.00 [ INCHES / FT ] [ ABOVE / BELOW ] BENCHMARK/REFERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
SURFACE WATER: FT DITCHES/SWALES: FT NORMALLY WET: [ ]YES [X]NO
WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: FT NON-POTABLE: 100 FT
BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 10 FT
ST,TE SUBJECT TO FREQUENT FLOODING? [ ]YES [X ]NO 10 YEAR FLOODING? [ ]YES [X]N01
10 YEAR FLOOD ELEVATION FOR SITE: FT [ MSL / NGVD ] SITE ELEVATION: FT [ MSL / NGVD
SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2
USDA SOIL SERIES:Ankona sand USDA SOIL SERIES:Ankona sand
Munsell#/Color Texture Depth Munsell#/Color Texture Depth
10YR 4/1 Fine Sand 0 To 14 10YR 5/1 Fine Sand 0 To 26
10YR 5/1 Fine Sand 14 To 26 10YR 6/1 Fine Sand 26 To 37
10YR 6/1 Fine Sand 26 To 34 10YR 7/1 Fine Sand 37 To 42
10YR 7/1 Fine Sand 34 To 41 10YR 4/3 Fine Sand 42 To 45
10YR 5/2 Fine Sand 41 To 44 10YR 5/3 Loamy Fine Sand 45 To 63
10YR 5/3 Loamy Fine Sand 44 To 57 10YR 5/2 Fine Sand 63 To 72
10YR 5/2 Loamy Fine Sand 57 To 63
10YR 4/2 Fine Sand 63 To 67
10YR 6/2 Fine Sand 67 To 72
OBSERVED WATER TABLE: 72.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ]
ESTIMATED WET SEASON WATER TABLE ELEVATION: 22 INCHES [ ABOVE / BELOW ] EXISTING GRADE
HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 22.00 INCHES
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION: INCHES
DRAINFIELD CONFIGURATION: [ ] TRENCH [XI BED [ ] OTHER (SPECIFY)
REMARKS/ADDITIONAL CRITERIA
WSWT determined using USDA WSS and soil borings.
10YR6/1 and 10YR7/1 stripping in 10YR5/1 matrix>10%with diffuse boundaries starting at 22"in SB1.
S131 and SB2 14"below BM.
SITE EVALUATED BY: ` DATE: 02/24/2017
Ingram,Brian( ' e:Environmental Specialist II)(ENVIRONMENTAL HEALTH)
DH 4015, 08/09 (obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC Page 3 of 4
AP1277161 EID1708792 v 1.0.2
SO
a E y
m=tr
ia�
Porch may be built Inor
Increments up to 10-0'.
-----------------------------------------------------
-----
-------
-------------s2�-0" to 66' w/ Opt. Porch------------------------------------------------------- �
--Maxy 10'�0•-- I ////••�� � Ea
--G-0 - 47-7 1 4 (D m
11'-7j" -11} 7r '-1. 13'-4" 12j 0-
C,pt.s•G.D. tt17" 3'-1 3/e• 1a'-0a1a• Optlo
I] SAFETY GLAZED H1 DOW 23'-7, 13'-0•
7lE6--- 11R KIT HOT 0. tico
56'-0• 46-03/4• 45'-71R• 41'-10314• 33'•11314• 2.O tR' �•5• 20'-0• � LSA81 a ' C�M
fN y 0M
!. WAINSCOT&FEATURE WALL 3D. 1514 2 -- - -- ( '! Ot. D Al tai E m v
r
23
opT T > ;w/r!; " kdlngp Table m-
jBath 118 R 2�`o
et I t 1::::::::::::::::::::::51 !, o` - - t Utility -- - s 63 ti LL
I I......................... 62 -Kitchen (4B �-' - � .t•
......................... _ _. — _ _ - __ -- — 495Er. - --+ � — 5» g x tri�7
I...................... -T e000 —. - '- ---- -- 3$ E m
! _ - 2 R -Foyer j - =1a. 1 n fD a
B1 Dlning Room I— T _� za V g d
126.7 SF g - 4A ,Dj aw
I
66 -_
...................7..::o.' _ S ___ •z6'x36 ..1..
gg 2B �*= o
`�i• a00 R UNG A7 0 L3V.101R' I, 72 (1�0= '-0• � O.t)penin97 ` e�
!o' I i.......OP7fONAL•......_ L 27'•91R• '��z5a r�Ji g �s Y Q S
N yS
B"PORCH",;:.. _ _J �'_f
o �......... -. ,�NrQ 1 ; ,am °
V..7\ n 4 (14 CO \
00 ''f9•:f1 ......... 7•Ij..�i�, / 67 �2 6 109 �� m 1n 1
1:14V G.(� ::. 6 ,2�+6' — — — — — —S, e73 (+ 3_ 39R° Sh 4\ f /21\ + 1
�1 .....................N. 13•-21R'u' 3 ti
d :.: NOTE USE(4)SOPSCN LSTA21 OR 4880 n M
I ciQQ ................ EQUAL OR BEr1EN W//yyW 3610 I9 48 Y �F-' 1--
CAPACITY aenr.-
ai7y I ................ : TOP AND SOTT04 AND EACH (102) 1 i Lt,l
oar (;;;;;;,,;;;;,;;;;;,• ... END I V) ue,omar.
! '...................o... W
I,,,,•,,,,,,,,,,,,,,, � Master Bedroom ; to Ira poM
153.5 BF � Hllbom,Wemer,Carter
and Associate s(HWC)
1627 South Myrtle Ave
03 Clearwater,FL.33758
I ............•••'• Uving Room 80
!........................' D1 257.1 SF Den Y 52} 488D 48 52} L�TLNAG�CpAPPIROOVVAL
�.....PORCH.gCnON. 122.5 SF Bedroom �"'tl1tl1iCp^••^'iO1n°^-
.....NAY.6E.......... WIC
•OWi�!• ....•••••• Opt Bedroom#3 12B.5 SF mrar.rrce �.-
�.........1.............. 109.1 SF oca°u'w -8g-
EGRESS EGRESS wnovflam,a4ydVi5Ec)
D1 1 I.......................... of F—S
':.OpL Parvh-Opmhp.:::
InCMTN001
62'-0• 58'O• 3S-0• 3880 HP
25'i• 0 1e'-03/4• 13'-0•
28'-10 •uwrw eon ilP2.1]7IE
20'-S" 10'-0" 12'-0" 13'-4" pow
NOTE THIS PORCH CONFlGUftrON MAY
BE BUILT AS A Ig'PORCH ALSO.IT IS FDOH in St. Lucie County
THE REASONABIU OF THE STE "u'o""nn,v.�zne uo
CONTRACTOR TO YflUFY PORCH oPnwS OPTION 50'-6�' OPDTONAL 37-4r Environmental Health
uua2e,
Closet with Opt Bedroom#3 Site Plan Approved for Construction
Supersedes-All Previous Site Plans for '
80` OSTDS #S&-50�7, 170979Z" &Well #
0
Date: 2 z7 ,(7 CL
Reviewer: o
LL
)UNDARY SURVEY of 4442 EDWARDS ROAD,FT.PIERCE,FLORIDA NOT PLATTED
ST.LUCIECOUNTYPARCEL ID#2430-113-0001-000-1
524.86' sea•ra'z3w +35."'
I
i
EXISTING LEGEND
BUILDING
Q-1ND/CATESFOUND
112'IRONROD I
C N No CAP
i
M PARCEL
#2430-113-0001-000-1
i
O
FDOH in St.Lucie County W i �CA50'
760SQUAREFOOT Environmental Health ti
UNOBSTRUCTED Q
ARE4 Exisrnvo Site Plan Approved for Construction
Bu"0NG Supersedes All Previous Site Plans for Q.
OSTDS &Well#
Date:
2
500SQUMEFOOr
DMNFIELD Reviewer —•�— ,
GRAINFIELD iaX10'ATTACHED OPEN
CARPORT-SEEINCLUDED I
DESIGN PANS
1050 GALLON
SEP77CTANK
EXISTING SEPRC 20' BULDING (fl
SYSTEMINTHIS
W AREA TO BEREPLACED ,
I
N AID, PORCH oO
�I
7a.4'
Li
N PROPOSED ENTITY PO/NTOF j
SINGLE STORY q COMMENCEMENT i
• RESIDENCE rNrERSEcnONOFTHE �
4442 EDWARDS ROAD q NORTHERLYR/WL/NEOF
MINIMUMFINISHED FLOOR EWES�RLY�LWEOF
ELEVATION=17.2 --- ROGERSROAD \
524.86'
--- +' N880 12'21"E 00
A5Z 66'PUBLlC RIGHT-OF--WAY-WIDTH VARIES
EDWARDS ROAD ASPWLTPAvEMENr
iyors Notes LEGAL DESCRIPTION Lorraine S Hems
bearings shown hereon are basedupon the westedyllneofLot15,Block 703,having A PARCEL OFLAND LYING/NSECT/ON30,TOWNSHIP3660U7H,RANGE40EAST,ST.LUCIE COUNTY PLOR/DA,•BE/NGMORE KathedneSOcenbergor
f ofN 88'12211Eper dead. PART/CULARLYDESCRIBEDAS FOLLOWS:
abov&gmund evidence ofaxLsBng u0lldes Is shown hereon. y 1 p
vafldwMoutMeslgnature and the odglnalralsed seal oftheProfesslonalSurvayurand FORAPO/NTOFREFERENCE,COMMENCEAT,;THE/NTERSECT/ONOFTHENORTHERLYRIGHT-OFWAYL/NEOFEDWAROSROAO(ABB HARTLEx� 4L!'t,Vg I JG,INC
r. FOOTRIOHT-0FWArAND THE WESTERLYR/GHT-OF-WAYL/NEOFROGER9ROAD(A.30F00 R/OH7`-0E-WAYJ,•THENCENORTH00' /
sub/edproperlyapp-Is tolls In Zone X,area deferminedtobe outside the 0.2%annual 29'28'EASTALONG SAID WESTERLYR/GHT-OF-WAYL/NE,AD/STANCEOF31B.60FEErTOTHENOR7HL/NEOF7HESOU7H12OF 2@�T�EhL�4T`C-J-L
�800dplaln,according to Flood Insurance Rate Map Communal Panel Number THE SOUTHWEST 114OF THE NOR THEAST I/4�OF THE NORTHEAST 114 OFS41D SEC17ON30,•SAID POINT BEING 502,74 FEET At-TA6fOAF p$Fk/RQS;•FL 32714
40
:018BJ,detedFebreeryfB,ZOM. - SOUTH OFTHESOU7HL/NEOFTHEPLATOF7HOUSANO PINES ESTATESA9 RECORDED INPLATBOOIM ,PAOEI,ASMEASUREO 7+Y_�3-�B78j , 8 6(6JUCJ
Ilona anddele8onstosurveymaps,sketches,orrepodsbyofherthanMealgn/ngpartyor ALONG THE WESTERLYR/GHT-0FWAYL/NEOFROGERSROAD,THENCE SOUTH 8B''18'23-WEST ALONG SAID NORTHL/NE,A LB,#7197
Isprohlblted without wditen consent ofareslgntngparty°rpar8es. DISTANCE OF135.10 FEET To THE POINTOFBEOINN/NG.THENCECONTTNUESOUTH8a'18'23'WESTALONGSA/DNORTHL/NE,A t o 'off
survey Iscerg8edtoendpreparedforthe sole andexdusrve benefit oflheanUBesand/ DISTANCE OF524.86FEETTo THE WESTL/NEOF THE SOUTHWEST 114OFTHENORTHEAST114OFTHENORTHE4ST114OFSA/D .•/✓
ad fed uefsllsendshallnotbemlledonbyanyotheren88esor/nd,Wduars. SECT/ON30,'7HENCENORTH00'23'23'EAST,ALONG SA/DWE rl.INE,ADISTANCE OF17.30FEET', t
THENCENOR7H88.12'21' �r�y plS
aid measurements taken for this survey were made with Robogo Totel Sisson end/orsteel !FIST,A DIS TANCE OF 524.92 FEET,THENCE SOUTH 00'29'28'WEST,A DISTANCE OF 18.22 FEET TO SAID NOR 7H LINE AND THE J 'FIELD f3 Su g94 ?J 7 16
ccurecyc Suburban.Linear I foot In 7,500 feet PO/NT OFBEGINN/NG.SAID LANo CONTAINS 9316 SQUAREFEET,MOREOR LESS. Alan
efeva5°ns shown hereon are based on an assumed datum.
OFFICE USE ONLY:
DATE FILED:T�.� �1 PERMIT#
REVISION FEE: RECEIPT#
Urt�L+iF;NE"AN-1-607—Ir
PLANNING&DEVELOPMENT SERVICES
�COUNTYBUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
(772)462-1553 FAX(772)462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE
ADDRESS: q 44-z- 4,,o oa e:i�S !L-y ADe-t-
2. DETAILED DESCRIPTION OF PROJECT
A
REVISIONS: 1
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: ST.LUCIE COUNTY CERT.#:
BUSINESS NAME:
QUALIFIERS NAME: _ ti7'o L1 �'sLtt h
ADDRESS: / az a L
CITY: STATE: ZIP: Sc7
PHONE(DAYTIME)----' FAX:
4. OWNER/BUILDER INFORMATION:
NAME:
ADDRESS: .-,0 '
CITY: 1-7 STATE: ZIP:
PHONE: FAX:
�• ti a
5. ARCHITECT/ENGINEER INFO
II
NAME:
ADDRESS: -�
CITY: z .,.,' S
ZIP:
PHONE(DAYTIME):
Revised 07/22/2014a > A d
EV
jr% joRECOP
/ RFfFl1'�n APR ?(37017 _ a•-Q%A -
(� �• 4.-G" - ,,,,unA
,ACEN
ACTORY 6-G" B �:' V J•
ACTORY I- CEN
arm PORCH '-0-NOTCHED ENTRY(END) _1
6'-0"O.C. 28'-0-NOTCHED ENTRY(START) 5'-4'O.C. '-0
{.T.4 ze woDD CAP M MAX SPACING MAX MAX No. 561
Ey�m�yp �- . III IIE 7
B'RB'X16-CONCRETE — — — —— — —— ———i""'•••—— '� Z I •; STATE F w-
ASONRY UNITS A
•-�.•'!., (DRY-STACKED) I ��.lA'•
� . FACTORY I-BEAM .Fs;'�.,C OR•\��'G�=:
!17'.S
�aOINAL..,04-19-17
.25 MOO,SRE0 PAID MA% B'-0"MAXI 7'-6"TYP. '-0'�
T'R-WL POlYE1HYLENE Joao/CAPAtltt --� I I B'-0"MAX MA%
FILM NOTE: PIER TYPE'A-rA8 A
MAXYUY HEIGHTOF]•FlOM
GAAOE TO TOP OF P.T.2 X 8 FACTORY I-BEAM 0'-8-
' P.T.2 NO FOOD CAP . I �• �'-9- 1
MAIEUNE � �--- O------ �•• L
a MA% 0 ry
•.• FACTORY I-BE �1 C1 W<;7(•�`
WXB'XIO'CONCRETE - I a'- T-5°TYP. '-0 E7
CRY UNI75 AX SPACIN '�8
•.-:,•T.: (DRY-STACKED) a I A (MATELINE) B'-0'MAX MA%I �•�1Q
B R -0, 7,_5'TYP.
i 2 LONG]NDINAI 8:A(:
h „ w MAX B'-0-MAX ANCHOR STRAP
.GRADE %••:" H Ln
t2
ABS RAD FACTORY I-BEAM I td
2370/CAPAtlTY &Z ��'. �(. [ 'j' M b3 In C)
NOIE: PER iTPE-B'(IAS A — — — 0 —— —— — — d
YAMYUN NOGNT Oi 48 FIR
GRADE TO TOP OF P.T.1 X B - _ — 6'-0•O.C. '-0
MAX °,MAX G MA%SPACING B MAX ,•j
STRUCTURAL LOAD LIMITATIONS: r-1 _
COPE EDITION:Z014 PLORIOABUILq NGCODE(l1N EgDON18 ASCET•1a i 1
CJ
1. ULTLNAre DECONWIHDSPEEq
170mph Y.INDSPEED -�
2. NOMINAL DESIGN WND SPEED:
132 mph WIND SPEED
1. WIND EXPOSURE CATEGORY: 'C 1
4, IMPORTANCEPACTOR:1.0 ,
!.DESIGN ROOF LIVE LOAD. SYMBOLS
20 POP -y-
S. GEGGN FLOOR LIVE LOAD: LEGEND F.T.
40PBF - COLUMN LOADS -FRAME TIE-DOWN FASTENED TO GROUND ANCHOR
7.MIM ASSUMED BOILBEARINGGPAC1tt: 15GGPSF �C''A'
S.OCCUPANCYCLAaWFIGDON: R3 ®17.6'45.6'ABS PAD=3DOO LBS.CAPACITY ,.COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR
B.CDN3TRUCTIDNWPE: YB , O =3060 LBS.
10.TWS BUILDING IS NOT DESIGNED FOR PLACENENTIN AWOH '�-LONGITUOINAL ANCHOR STRAP LOCATIONS
VELOCITY HURRICANE ZONE AS DER RED BY THE FBC O =3060 LBS. �13'X26'ABS PAD=2375 LBS.CAPACITY
11.THIS BUD.DING19 NOT DESIGNED TO BESUBMERGEDOR GROUND ANCHOR SPECIFICATIONS SUBJECTED TO W g&`T`0N WMEN LOGTEOIN A PL000
"ELECTED TIED To �ftea Txe eptroM OFTHe emucTORAL 3O =4740 LBS. 3 17.5'Td6.6°ASS PAD=60DO LBS.CAPACITY THESE PLANS AND ALL PROPOSED WORK
I�BEAM MUST
BELOGTEDABOVE THE BUILCHO SIT°FLOOD GROUND ANCHOR SMALL HAVE A WNWUM ()
PLANeLUVEIFORre18 BUILDING To
BBLOCATEDINA iL000 WGTIGNO LOAD OF 3160)AND A MIWMUM ® =4740 LBS. (TOP PAD 18 LAID IN THE OPP031TE DIRECTION
PftON80RZOND//��ftPA O TNB We..EATTHE BUILONO
SITe Mum Be ABOYB Tle FLOOD PLANEMIL 472°I uLTDUTE Inw uPAcm'• TO THE BOTTOM PADS REQUIRED BV FIELD INSPECTORS THAT
ASDW-3B(GROUND ANCHOR!)
MWUTE MAN ANCHOR-GALVANIZED AUGER
MODEL f AUA4 00-DH 3/4 YARIIH[WALL �BQFbVI
X 48-SHAFT WITH SINGLE 8-DISC 5
(18 INCH WNIYUN ANCHOR SHAFT EYBEDYFNT) 1RDOWNS-S'-4'O.C. jlll T OR Di SC
E(07111GCFA
FOUNDATION NOTES: -
1, BLOCKING SPACING BASED ON 20PSF LIVE LOAD ON ROOF AND 1600 PEP SOIL BEARING CAPACITY. FLOOR— aE TYPE&1
2. CONCRETE BLOCKS ARE ONLY RATED AT 80DO POUNDS,8000 POUND PIERS OR HIGHER MUST BE ETf ; g'ST YIN NU WCKNESS
DOUBLE BLOCKED. CO��b1'� .06Y"'
FwYE
3.ALL SIOEWALLANCHORB ARE SPACED PER PLAN AND FOUR FOOT GROUND ANCHOR MAYBE USED. AN¢ No
4.WOODSHIMSMAYBE INSTALLED WHEN NECESSARYBETWEFIITHE I•BEAMANDTHETOP OFTHE PIER.SHIMS SHALL BEFREEOF ,7.tXe Ropo SHIM y IA�[� Irk t',2�cR Rk cNC 4 B •
W10T8,SPOTS.AND SIMILAR IMPERFECTIONS.SHIMS SHALL BE OF P.T.LUMBER,CEDAR. ANDBFJIRINO ATALLCONTACT e'X1e'cuu BLOCKS ro T ,
POINTS SHALL NOT BE LESS THAN 213 OF THE BEARING PRIORTO ADDING THE SHIMS. MY STACNED D 3- 1 4 wNOTH.
8,ALLTIE DOWN ANCHORS SHALL HAVE A MINIMUM 4,725 UL ULTIMATE CAPACITYAND SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS.
B,THESTEELFRAME OF HOME IS NOT FOR USE OF RELOCATION OF HOMEAFTERSEFUP,AND IS INTENDED FOR USE ASA PERMANENT FOUNDATION. xrtEGr
NIZ
I.
ALL PIERS SHALL BE CONSTRUOTE00FB'X8•X 1D-CONCRETE MASONRY UNITS CONFORMING TOASTM C80. E W' y LTNA
B. INSTALLBLOCKPIERON FACH 8IDE OFALL IXIERIOR DOOROPENINQ9. -ua MIWNUN POLYETHYLENE nw 4•.. Y uLTTWTE
B.I.BEAM SUPPORT PIERS MAY BE INSTALLED LATFNMLY(80 DEGREES FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLAN).MUST BE O 0 - JOINTS SMALL BE LAPPED 12-INCKES M S !C II E01ML To
LOCATED DIRECTLY BELOW THE I-BEAM CENTERLINE - AND SEALED WIN ADHECAEA
10.ALL MASONRY PIERS MAY BE INSTALLED INA DRY STACK SUB)ECTTO LOCALJURISDICTION F 1
Senyb Engineering SBNIDOS THESE STANDARDS AND PLANS MEET DMVGNO WFIXDUDON CUSTOMER: IS mFDRm
318.'S.Scenlc Hwy.S10.100 THE2014FBC-RESIDENTIAIISTHEDITI0N1 JTG ADDRESS:4442 EDWARDS E F LND LanD
Lake Wales,FL 33853 NAME: PeF eo1L
VW.ULTIMATE DESIGN WIND SPEED 170 MPH CATERGORV II BUILDING) CONTRACTORMDJ, MODEL#34OTL28582 .2A8 ' �6 - rAPac11Y
Phone:863.589-5980 V.NOMINAL DESIGN WNDSPEED•132 MPH(RISK GITERGORY11BUILDING) e_Ls�i
are; FOUNDATION PLAN AND DETAILS
(TABLE 18093.1T "%2017 �"-1
Fax: 1-86s-8s5-2044 LLCI+Ev:anc2D/7 PROVIDED BY
MARK V.093.1)A,P.E.YfiB19B SERVO ENGINEERING SERVICES
31e S.SCENIC HWY,STE.100 (LONGWOOD) eG1E
rWWLES,FL33BST _ °"°f"'—edDT"L'��°"— NOT PRINTED To SOLE LAKE WALES,FLORIDA 33853 eHEEf10F1
OFFICE BB38BBeSBD .