HomeMy WebLinkAbout01-0625
BUILDING PERMIT N2
0625
CITY OF ZEPHYRHILLS
(813) 788~6611
Permit
Date
/o-~-o I
~ ELE~ PL~. MEC~
::~::,~.:~" r;jj~~ ~~-~
Parcell.D. # tJ,:3 -.,;2, b -:2) - O/3D - t) 00 t!)D- o~ 6 D
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Zoning:
DescriPtion of Work
FINAL
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application, C.O,
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Valuation or
Contract Price
~#oo
~:::i
-
City License Registration #
State Certified License#
Qh-(~
~
Ftr. /0 -9-0 I ~
Pre SlB
Lintel
Company
Address
Telephone#
ElE~-
PL U M BlbJ,G--"'-'-
MECHANICAL
Driveway
/,1- 9 -n / tl73
,
Tp. Serv,
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SlB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
FRM.
Insul. CL
WL
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Twenty Five and 00/100 Dollars ($25.00) shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called,
d. Work not ready for inspection when called,
e. Permit not posted on job site,
f. Plans not at job site,
g, Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
APPLICATION FOR PERMIT
CITY OF ZEPRYRRILLS
BUILDING DEPARTMENT
DATE RECEIVED j ~/,; !o (
PLANS REVIEW FEE
OWNER'S NAME
~l{[
377)~
JOB ADDRESS
/) A--w tI Cw j/ (:;, IV t/e--<--
JV6(,cJA-L AllG
PHONE
8/3- 7 j /.. - /Q F- /
LEGAL DESCRIPTION: LOT(S)
SUBDIVISION
-2.- 'R \ 0 66
BLOCK
PARCEL ID # b'6 c1. {p t}... \
0130 l'J~bO ()
(') " h ()
{OBTAIN FROM PROPERTY TAX NOTICEl
WORK PROPSED: ONEW CONSTRUCTION
o SIGN
. ADDITION
o MOvE
OALTERATION
o REPAIR
o INSTALL
o DEMOLISH
PROPOSED USE: OSGL FAMILY DWELLING
o COMMERCIAL
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
o OTHER
DESCRIPTION OF WORK
o RESTAURANT & HEALTH DEPARTMENT APPROVAL
GM,16~ / S)/b/
/
/"J- 'f Ir
. EX' Tb H,s,6A..I
BUILDING SIZE ,~~
SQUARE FOOTAGE
:17)...
HEIGHT
/()J
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
o BUILDING
o ELECTRICAL
o PLUMBING
o MECHANICAL
$
;:1 fit/. tJ{/
(
PERMITS REQUESTED
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
o FLORIDA POWER
o W.R.E.C.
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAO YES 0 NO
COMPANY
STATE CERT OR REGIST
CITY PROCESSING #
******************************************************************
ELECTRl:CIAN
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
PLUMBER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
HBCRANICAL
**********~*******************************************************
COMPANY:
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
cvN1JLTj.vJ.'>l~ v:: f::~.r:-<.J.V!..L'.!. r\.':.~.L!.JJ-\V)..'.
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be sub:i ect 1:0 "deed restrictions" which
may be more restrictive than City regulations. The undersiqned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTHACTOR RESI?ONSIBILITIES
If the owner has hired a contractor or contrac.tor.s to undertake work, they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 613-766-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the "Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the "owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the "owner" prior to commencement.
E. CONTRACTOR' S/OWNER' S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wet~and Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
~Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone "A" or "A, etc.", it is
understood that a drainage plan addressing a "compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN V 'I' NEED TO RECORD AND POST A "NOTICE OF COMM T
S
SIGNATURE: CONTRACTOR
STATE OF FLORIDA Jllift'o
COUNTY OF
The fO~ i~trument was acknowledged
Before t s day of Dtl , ~
by ----
~ (name of person acknowledged)
,~...hO is personally known to me, or
o who has produced
(type of identification)
take an oath.
STATE OF FLORIDA fJf.ft'd
COUNTY OF
The foregoing instrument was aCfoowledged .
~;fore me ~ day of 11(' , d-r!2L
~ (name of person acknowledged)
~ho is personally known to me, or
f').-.r", .
Q~gEx'~~~~~gement
Comm. No. /71/91 .
Name typed, printed or stamped
J'~';'r~,.-.v~.~.
Name typ
~">
ACE
Ci AiLUIM'INiUIM It CONCRETE, INC.
~LDTO IfJ friL~<,~
'~.D..,"...D.......RE8S 3~4~A~ OA.l
SHIP'TO 2.,
DATE q ~ {}./'-O ,
PHONE
38626 2nd Ave.
Zephyrhlll., FL 33640
Job No.
Phone: (81 3) 782-2818
o
~ ~'h_ .,J-:.~ l...~1I
I J /I (J
~^ A., -.Jlj/JI .J "
. .
. .
.
~
I
PERMIT
PRIO
. TAX
The undersianed qrees to pay TOTAl PRI0
INSTAlLERS IN FUll ON COMPlETION DEPOSIT . J
0 C.O.D. Q f/ IJ~ 01 J
.V
~J
&.p.
~~~
~
\....-)
S 1 Tit I'I.AJI
, (IlESlDFJlTlAL USE OULY ~
l'AnC~:I. J.I>.
M-
SEt;
~(p
'1'\41'
l'n()I'I~n.....' .IIEASUlU~H::trr /~y l.f"
hflG
.~I
lUlU
o 19b
SUlllJ
@V
llLUl:K
oJbt)
Lor
(:\Jniu~n U\.IIIl!.ItS
/l4JVf)~p JJ.E d1/6t-
J)f\TE
/tJ-~ 0 I
,
, ".-.....
.: "
NEWAL AVENUE
"-07 (P a F.
r__
F.LR. """
AlS #2783
!~ ClMJlS)
~~ CIllM:. "'"
u -
"Q: I'OIfCH IfQIU Iu.
10 u IIEIIJEM:( la77/.
Ii
t1 ,ao
I ~.
I klo
I :II:
. F,LR. """
"-' I I RtS #2763
! I
~
Q
i
i
lA:
g
~
Cl
~
I
"
E-y:rt,..JO ~'
w 'A t.L.
[D F-t .
? Fi;f BYt-cSL ~2i \j. l~)
~l ~ IJfh.f~i LANE..
Slim., MIl.. EXlSl'ltm M~P rhorOSEO STRUCTURES OtvlJlG lJDlEltSIOtlll AND SI!l'11ACIS. I,L~..1, IIIUIC^TE
""Y '1l00J,ES Of \.IATFJt AUb nOA.lJYAYS (INCLUDINC NAJtES) IillJAc~'r TO TilE 1'!lOrIWli'. ltlUlC^TE
'P'f. SIZE. Y!/\ft. Atib "hHE or HOBll.EI Buell AS 12' x 60'. 1981. FLEETWOOD,
^. II "EASEtIEN1S". "RIGUT-Of-WAY" (IUd ,"JURlSDlCTlouAL LINES" I' b I
11 .m'ull: 0 810WI1 on all aJt.1! pll1l\!l.
UU IIU1' ENCROACU uno ANY EASEtlENT WITII ^ STRUCTURE
~. ,'10 ,.
PROPOSED ADamo,. -....~DIl[ floME S( rup ~
It&\I: I'. .,. ...."., ,.. ,,,I .
,It,' '0",' _ ..!'" 1"0'1.'
, . ..', ..,.,.., .,.. ~ . .. ,
: ' . .: . 10 I .. to' 40'
.....t.. "It ~.r~"ID" wr.;"~~ ,"\~1l1 J.~f' .\ft,;!ril ....:!.~i,yL\D;... .,.
.~. . - . t.'. .' . "'i .'.0 J II -:":' t . ..J..L _
1''; I". - o. .
8 0 8 r. o. 0
U' . Il t I " J.I' " ~ U' ,..: Loll..... :l
- .. '" . - -"l" · .....
': 'tUII :. it , .
.- -; !.. !
1I0USE CONSTRUCTION
.cau: ,'...'
. ~ . '" I ·
ill.f .,.....j.,.,L;,I..Ioilt\,j. ~>:;. :U'.i'l~'(i:ll(.~I..i).~
tr,,"'- "t,} " .... ',1 ~", _ _ .'
. I:
~ -1L ........
o
.
i
'D.
.0'
I'll ,J_
'0'
IIOAO H'''.
"OAO HAMt
....,
n6AlI ",....t
.
c; It fll' \:111! rl'
~
'-.. ~
\
t'?\ ~
./" ',- W1"-''t'{I- ... ~
" <::.L
" ~
,
~~
I~
~.~
"
~
~~
~ ~
'\
'\
~
'>
~
"""'
'\.
L
..1>..
r--
\'
'\
"
"
~. ')-, "
--~ \
~~
o ,
('::) '\
~
o(i\
'b
~
::s..
C'-
"\
::
- ---
"~ I
~
~
"'J
~
~
c...;
~\
~
~
~
~~
I 8
,,\,0
~
0',
t>
~
~
-...,. ......
~'^
() .....1
'QJ "
- ~
I' C"
'"
-',
"
"',
"
""~
'\ -
"'\.
"
"
"
r \1
~
SECURE ALUM. PANS
W/ #10 X 1 1/2" S.M.S.
o 5" D.C. INTO 2 X 4 PLA Tc
Sl-OP~
~IN.
1/4" Iff.
ROOF ATTACHMENT
(SEE NOTE:S snow)
OPTIONAL SHEARWALLS FOR'
UTILITY ROO/vi
NOTE: ONL Y SHEAR WALLS ct LOAD BEARING
WALLS REQUIRE HURRICANE STRAPPING
HURRICANE CLIP T. ct B. OF EA. WALL STUD
o 2.r O.C. (MAX.)
USE SHEAR WALL STORM BRACE-X PATTERN
'MTH M.H. STRAPPING W/ (1) ad 0 EA. STUD.
(OR)
USE STORM BRACE 1/8" THERMOPL Y ct NAILED
PER MFG.s SPEC's. W/ HURR. CLIPS PER ABOII[
SECURE ALUMINUM PANS TO TOP PLA TE
OF END WALL W/ #10 x 1 1/r S.M.S. 2
12" O.C. (AND SECURE END WALL Vf:RT.
STUD TO HOST STRUCTURE W/ "0 x J"
o 12" O,C.)
SECURE ALUM. PANS
w/ (J) /10 S.M.S./pAN ell 5"
O. C. (TYP. 0 EA. END)
8'
MAX.
DBL. 2"x4" TOP PLA TE
(1) 2" X 4" (IF CONT.)
2")(4" ItOOD STUD
WALL 24" O. C.
5/8" T111 lKlOD SIDING OR
VlN'rt OR ALUM. SIDING OIl[R 1/2" PL Y. W/ 8d
II 6"/12" O.C. EDCES /INTERM.
el' 0 J" D.C. Tel'S el' ALONG ALL HEADERS .:t PLATES
. - (FOR SHEAR .:t UPLIFT) REPLACES HURR. CLIPS
3/8" DIA. CONC. A.B. OR 1/4"~ TAPCONS
o 24" D.C. (2" MIN. EMBED.)
2")(4" P.T. l+OOD PLATE
:.~'~~~'~~r.'.t. ~'~;:. ~:: ~'. .
..: .,'. :.:
SEE FTo. DETAIL
PAGE 1-H
NEW OR EXISTING
4" 2500 PSI CONC. SLAB
UTILITY ROOM DETAIL
(NON-HABITABLE STRUCTURE)
HEADER DESIGN: FOR OPENINGS (6' MAX. WIDTH)
IN LOAD-BEARING WALLS. USE (2) 2 X 6 NO.2 S.P.
HEADER W/ (.J) STUDS 0 EACH END
( (1) UNDER HEADER) NAILeD w/ 16d 0 J" O.C.
ROOF A TTACHMENT NOTES
FASTENER TO BE DETERMINED
BASED ON CONSTRUCTION OF
HOST STRUCTURE
#10 S.U.S. X 1 1/2" 0 8"
O. C. IN TO WOOD
J)B
(2) #10 0 16" O.C. INTO WALL STUDS
~
(2) #10 X 2" C 24" O.C. THRU
J/4" (MIN.) FASCIA INTO TRUSS OR
RAFTER TAILS
.QB
1/4"~ TAPCONS @ 8" O.C. STAGGERED INTO CONC.
W/ #10 S.M.S. THRU REC. HEADER INTO PAN BOTTOM
l:ifllI.;. 7 7/4" MIN. EMBEDMENT INTO CONe.
7 7/2" MIN. EMBEDMENT INTO WOOD
* REPLACE ALL DETERIORA TlNG
WOOD; w/ FASCIA SECURED
TO RAFTER (TRUSS) TAILS
SECURE ALUMINUM PANS TO TOP PLA TE
OF END WALL (AND END WALL veRTICAL
TO HOST STRUCTURE) W/ Jl0 x 2' S.M.S
o 24" D.C.
J" STRUCTURAL ALUM.
ROOF SYSTEM (T'rP.)
"--- BEAM
ATTACHED 0 T&B W/ CAPRI CLIP
OR CAS77..E CLIP (SEE NOTES BELOW)
2")(2" POST (SEE CHART Pg. I-E)
MAX. 5'-0" SPACING
- 1" X 2" PURLlN)
1" X 2" OPENSACX W/
1/4" DIA. CONe. A.B. 024" D.C. (MAX)
(1) A.B. 0 EA. POST (2" MIN. EMBED. - TYP.)
OR 1/4~_ X 3 1/4~ TAPCON
-f . .~~ '::"~" .~:. ~'~.: > '" ~". . '" FOR WOOD DECK
<l) .. :~.. .~,:,;. . (SEE NOTE BELOW)
..#11 ....
I 8" I ~f~g,'h ~X;f~~e. SLAB
w /MONO. FOO rE:R (TYP.)
I-IS CONT (TYP.)
SEE FTC. DETAIL
PAGE I-H
SCREEN ROOM DETAIL *
* FOR WOOD DECK: USE #'0 SCREW
X J" LG. (THRU WOOD DECK INTO
BEAM OR HEADER) C 24" O.C, MAX.)
USE (2) #10 X J" 0 EA. POST
CLIP A TTACHMENT NOTES
CAPRI CLIP:
USE (2) L I" X 1" X ,060. W/ (2)
#10 X J/r TEKS INTO EA. FACE
!J8
CASTLE CLIP:
L 1 1/2" X 2 1/8" X .050" REC. CHANNEL
w/ (4) #10 X 3/4" TEKS INTO BEAM OR .oPEN BACK
&- (2) #10 X J/4" TEKS INTO EA. S.MB. OF COL.
THIS STRUCTURE HAS BEEN DESIGNED IN
ACCORDANCE 'MTH THE '97 STANDARD BLDG.
CODE 'M TH ALL REVISIONS TO
CHAPT, 1506 FOR 110 MPH mND VELOCITY
VOID AFTE:R 2-1-03
DA VlD NORRIS ENGINEERING
112 COLEMAN RD.
WINTER HA lIEN. FL. 33880 Pg. 2 - E
(853) 299- 1048
STRUCTURAL PAAIELSJ Inc.
'* INCREASE SPANS 20%
WHEN PANS ARE CONnNUOUS
OVER A CENTER BEAM
(SIMPLE) SPAN TABLE *
(L.L. = 20 P.S.F.. b. = L/80)
THICK TYPE FT. *
2n .024 10.51
.030 17.47
3" .024 74.00
.030 75.00
4n .024 77.00
.030 18.31
6" .024 20.25
.030 22.50
- .024 24.82
8" .030 27. 83
ROOF A TTACHMENT DETAIL
FASTENER TO BE DETERMINED
HOST STRUCTURE
#70 5. M. S. X 1 1/2" " 8"
0, C. INTO WOOD
f)B
(2) #10 (P 16" D.C. INTO WALL STUDS
Q8
(2) #10 X 2" (; 24" O. C. THRU
3/4" (MIN,) FASCIA INTO TRUSS OR
RAFTER TAILS *
f)B
1/4"(1 TAPCONS (; 8" D.C. STAGGERED INTO CONC.
W/110 5.M.S. THRU REC. HEADER INTO PAN BOTTOM
.t:I.QE.;, 1 1/4" MIN. EMBEDMENT INTO CONC.
1 1/2" MIN. EMBEDMENT INTO WOOD
* REPLACE ALL DETERIORA nNG
WOOD; W/ FASCIA SECURED
TO RAFTER (TRUSS) TAILS
RIDGE BEAM DETAIL
N. T. 5.
#10 S.M.S. W/ WASHER (II 12" D.C.
(1/4"~ LAG'" 12" O,C. W/ 1 1/2"
(MIN.) ,MB,D. - ""ODl
. . ....
.024" ALUMINuJ
'.
'':.'' ,.
....
ROOF PANELS
WOOD OR
ALUM.
(TYP, )
REG. HEADER
EXTRUDED
RIDGE BEAM DETAIL
N. T. 5.
THIS SrRUCTURE HAS BEEN DESIGNED IN
ACCORDANCE WITH 77-IE '97 STANDARD BLDG.
CODE WI TH ALL REVISIONS TO
CHAPT. 7606 FOR 110 MPH WIND VELOCITY
VOID AFTE:R 2-1-03
DA VlD NORRIS ENGINEERING
112 COLEMAN RD.
'NTNTER HAVEN. FL. 338BO Pg. 2-H
(863) 299-1048
1/1 POST LENGTHS ANIJ SPACING FOR WALLS
SUPPORTING SOLID ROOFS (12' SPAN+l' O/H) iIf
POST NOMINAL SCREENED WALLS SOLID IIALL S
IIALL
SIZE H€lGHT POST SPACING POST SPACING
7' 5' -8' 2' - 1 0'
c' xE' xa 040' 8' .'-0' 2' - 0'
Z' x3' x. O~O' OR 7' 8' -0' 4'-0'
jI X 2" VI (J) C 8' 6'-0' l' -a'
9' "-0' 2'-4'
1 112" X2 118' X . 060' 10' 4'-0' e'-o'
7' " -7'
2' x3' x. 070' OR 8' 4'-2'
2" X 2" VI (c) C 9' 1'-3'
1 1/2" X2 118' X . 060' 10' 2' -9"
7' 10' 6'-e'
8' 9' .' -7'
3'x3'xa 060' . - 9' 8' 3' -7'
10' 7' 3' -1'
7' 9' -3'
8' 7' -a'.
3' x3' xa 093' 9' 5' -5'
10' 4'-8'
7' 12'-0"
8' 9'-0'
3' x3' xa 125' 9' 7'-0'
10' 6'-0'
· 2 DIMENSIONAL LOADING - COMBINED AXIAL (ROan &.
BENDING (WIND) LOADING. FOR EACH ADDITIONAL FOOT
OF ROOF SPAN (OR OVERHANG) > 13' REDUCE POST
SPACING BY 8X OR FOR eACH FOOT OF ROOF SPAN
(OR oveRHANG) < 13', INCREAse POST SPACING BY 8Y..
.: 4. . " ?1
.' 4'. .' <:
;, ,
:l! "-1. : 4 't'
... 4:
:a: .
,
Cb
.. ItS RE8AR CaNT.
J 8' MIN. }
THK' ND SLAB tDGt DtTAIL
N. T. S.
2424 18S6 1466 1188 825 606 464
4280 3277 2589 2097 1456 1070 819
3040 2328 1839 1490 1034 760 582
3451 2642 2088 1691 11 74 863 661
6527 4997 3948 3198 2221 1632 1249
9708 7433 5873 4757 3303 2427 1858
12836 9828 7765 6290 4368 3209 2457
10' DIA.
POST
GRADE
2500 PSI CaNe.
C 'HPACTElJ
F LL
Hac4'
3/8' lJI A. ReBAR
6' LG. THRU
POST
IE' DIA.
PDST FOOTING DtTAIL
N. T. S.
NOTD TH~ ABOVE IJ~SIGN WILL
CARRY A CONTRIBUTARY
L GAD OF: 50 S. F;
100 S. F. FOR H=30',
AND 150 S. F. FOR H=36'
DAVID MJRRlS [NGiN[ERING
DES/CiNED TO ' 97 STANlJARD BUiLDiNG CODe
PER CHAPT, 1606 FOR JJO MPH II/NO
Pg. l-E
EXPIRes AFTER 2-01-03
, .
K-OOO STUD
P. T. PLA TE:
GR'D
6"
(AlIN.)
4" . .' .
(AlIN.) ,. " ." . 45' (TYP. >
~ .
v
WOOD CONSTRUCT/ON
.019 ALUMINUM
(MIN. 2" LAP
FOR '-'f:RT. JTS.)
~ STUD
P. T. PLA TE:
GR'D
2-
T ("'IN.)
I~u~:"l
~
REQ'D SOIL SEPARA T/ON
N.T.$.
JoliN, 2500 PSI CONCRETE: 'MTH 6X6-IOXIO W. w.JoI.
OR FI8ERIrIESH (TYPICAL)
2'-0- MIN.
BEFORE SLOPE:
. I '.... .'.: EX":"". :'^i
~
' , . FLAT St.OPE / NO FOO~ :-.. ....-,-
2500 PSI CONe.
W/ (1) 15 CONT.
..:....'.} 1":"'''''':':''
.. '. .. .......
....... ,'.' '.u1. 1', to, ,".
,: .~._~:.. _ 8- ,: :~;":.:..::>:~.
.'~i' 12 /.;.;..;.....
:.'; .> 1'2- I
. , -I .......
~ RIBBON FOOnNG.
(FOR SCREEN ENCLOSURES)
8" X 8- W/ (I) IS CONT.
7/'FT. - 3"/I'"T.
12' X 8' W/ (1) IS com.
J'/rT. - 6"/I"T.
FOOTING DETAILS ADDRESSING EROSION
N, T.S,
DAVID NORRIS ENGINEClUNG
DESIGNED TO '<}7 STANDARD BUILDING CODE
PER CHAPT. J606 FOR J JO HPH IIIND
Pg. l-H
EXPIRES AFTE:R 2-0J-03