HomeMy WebLinkAbout98-7846
BUILDING PE.RMIT
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CITY OF ZEPHYRHILLS
(813) 788.6611
Permit
78466
7-/-9V
Date
Property Owner:
Job Address:
Parcell.D. #
EL~ p~, ME~
(J' , '7:~'
~q~D "J:~~ .
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Zoning:
Description of Work
Energy Code: . Aa~on Ga, r
Q>L/) lo~.lJP1Df}r
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
~..."2.$' - ep .P-
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Valuation or
Contract Price
~ IDo '
Vi.)
-
City License Registration # c2/f ( /
~'~ :'~;cs~se.
~~~~
BUILDING
lll~/qg
r'/L
~.
P~'
FRM.
Insul. CL
WL
SLB
Tub Set
Water
Sewer
Final
M~~
Breakers
Ducts Insl.
Compressor
Final
Ftr.
Pre SLB
Lintel
Tp. Serv,
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($ +Er.6O) shall be made for each trip for each trade:
~-: IJ7)
Wrong Address
Condemned work resulting from faulty construction.
Repairs or corrections not made when inspection called.
Work not ready for inspection when called.
Permit not posted on job site.
Plans not at job site.
Work not accessible.
a.
b.
c.
d.
e.
f.
g.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
For Qu.e~
~~ YOW'tolI
Motl'fle
Pa1ler (
<J)~1 B-(J?J -f:l'l'-b~r
DATE RECEIVED t, - {It, - 7 '7
PLANS REVIEW FEE ~
E--:-~~=- 0;'~
_ ~E =---)
'-- ~...- --
OWNER'S NAME'hF~ ~t;;>!
JOB ADDRESS
d 9 '/,Sv
, -r-.k
.>!~" ,-;""<-::{ '/L
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL ID #
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: ONEW CONSTRUCTION
~IGN
o ADDITION
OALTERATION
o REPAIR
o INSTALL
o MOVE
o DEMOLISH
PROPOSED USE: OSGL FAMILY DWELLING
~OMMERCIAL
OMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
OMOBILE HOME
o OTHER
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK f5 I fOGo S(.~ ') (f9.0 17. iJ.?f f).
BUILDING SIZE SQUARE FOOTAGE ;'., "HEIGHT
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
$~ (X) ~
PERMITS REQUESTED
VALUATION OF TOTAL CONSTRUCTION
o ELECTRICAL
AMP SERVICE
o FLORIDA POWER
o W.R.E.C.
o PLUMBING
o MECHANICAL
$
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
o NO
BUILDER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
ELECTRICIAN
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
PLUMBER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
MECHANICAL
***********~******************************************************
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
~ ~ *****************************************************************
~~WD ~-l \ COMPANYJ}-,,,,} be) I , JwiJ/~ l~
STATE CERT OR REGIST #
CITY PROCESSING #
:J '1/ /
v/
***************************************
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to ~deed restrictions" which
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors 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, 813-788-6611.
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 constru~t~on; 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, Wetland 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 VALUE DO NOT NEED TO RECORD AND POST A ~NOTICE OF COMMENCEMENT".
SIGNATURE: OWNER OR AGENT
SIGNATURE: CONTRACTOR
acknowledged
19_
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____day of
by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____ day of
by
acknowledged
19
(name of person acknowledged)
Owho is personally known to me, or
(name of person acknowledged)
C1ho is personally known to me, or
o who has produced
(type
and whoO did 0 did not
of identification)
take an oath.
Owho has produced
(type of identification)
and who Odid [}:iid not take an oath
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
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ru1\;'E 17,98
JIM BURNS
LETTER OF REQLT~ST FOR D.P. SIGN
JJM, TIDS LETTER IS TO REQUEST A NEW SIGN FOR OUR FUEL SYSTEM
LOCA TED AT THE ZEPHYRHILLS MUNICIPAL AiRPORT. ClJRRENTL Y niE
EXISTING SIGN IS A SiNGLE POST FOUR FOOT BY f'OUR FOOT FLAT METAL
TYPE WITH THE BASE CONSISTING OF CONCRETE AND LAG BOLTS.
TIm FUTURE SIGN WILL BE LIGHT AND ALSO HA VB THE CAPABILITY
OF ADVERTISING FOR TWO DIFFERENT FUEL GRADES AND THEIR PRICES.
CAN YOU ATTRIBUTE TO THE REMOVAL AND REPLACEMENT OF OlJR SIGNS?
PROPERTY ON wmCH THE SIGN IS TO BE LOCA TED IS OWNED BY THE
CITY Al.\'D THE FL'"BL IS SOLD BY THE CITY. I'VE INCLUDED A COPY OF OUR
AIRPORT LA YOUr PLAN IN ORDER TO SHOW THE LOCA TIO~ FOR THE SIGN.
THANK YOU
~d'. eJ~--~
/_. nM "\\i'ERME
AIRPORT MANAGER
Cc Wcec:r0 26Et Lt '~r[
'eN 3t-.OHd
-~=1.S^S X~~ :I !UCse....ed : WO~.:l
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nJl'o'E 17,98
JIM BURNS
LETTER OF REQl!EST FOR B.P. SIGN
JIM, TillS LETTER IS TO REQUEST A NEW SIGN FOR OUR FUEL SYSTEM
tOCA TED AT THE ZEPHYRHILLS MUNICIPAL AlRPOR T. CURRENTLY rrlE
EXISTING SIGN IS A SINGLE POST FOUR FOOT BY fOUR FOOT FLAT METAL
TYPE WITH THE BASE CONSISTING OF CONCRETE AND LAG BOLTS.
THE FUTURE SIGN WILL BE LIGHT AND ALSO HA VB THE CAPABILITY
OF ADVERTISING FOR TWO DIFFERENT FUEL GRADES AND THEIR PRICES,
CAN YOU A TTRIBUTE TO THE REMOVAL AND REPLACErvfENT OF OUR SIGNS?
PROPERTY ON WHICH THE SIGN IS TO BE LOCATED IS OWNED BY THE
CITY Al\'D THE FUEL IS SOLD BY THE CITY. I'VE INCLUDED A COPY OF OUR
AIRPORT LAYOUT PLAN IN ORDER TO SHOW THE LOCATION FOR THE SIGN.
THANK YOU
~d'. eJ~t#~~
/_.. nM \\-'ERME
AIRPORT MANAGER
cc Wdec:~0 26E~ L~ '~rf
'eN 3"'OHd
"E:.1~^S ^~_~ ::l !uc:sel..ed : WCd..:J
POWER OF ATTORNEY
Date: 6/17/98
I hereby name and appoint
SUSI4(;"( ~(.(NG
of Don Bell
Industries, Inc. to be my lawful attorney in fact to act for me
and apply to the
Zephyrhills
Building Department
for a
sign
permit for work to be performed at a
location described as:
Section
Township
Range
Lot
Block
Subdivision
Ze(JH~I2HtLl..S R1UN/~/fJ4'- fI.(/2~~I- 3f<.f~ SO(,/T~ AJ,t.
(Address of Job)
2 ePH\f2I1fc..ff . ;::-l..OI~/OA .1,3 S""CfCl
.
(!.tT'"f Of: 2ePtli2H/c.c..r - sJ.JS- efT". SI 2E/Af'12f/ff..C.S. ~.... J,],ryo
(Owner of Property and Address)
and to sign my name and do all things necessary to this appointment.
Type
Cecil Jesse Ward
or frint name of Cer
Contractor
#:. /~
The foregoing instrument was acknowledged before me this
17th
by
Cecil Jesse Ward
who is personally known to me/
who produced
as identification and who
did not take oath.
State of Florida
County of Volusia
Commission j:
(Notary)
F;I. e~~
...' ~ Julia S Remavlch
~ My Commission CC679187
~ ,; Expires October 17. 2001
"J)-".,.'
My Commission expires:
10/96
5' SINGLE CENTER COLUMN SIGN
BP Si,Vl:R Sf"8lD-./
BP GRE[~ - GFAQUE~
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BP GRiD'i - :;FAQU(_____
BP GREEN-----------
3P GRE" - T,A,\SlUCe~T ~
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.. · U
(8) i6 \ft.RT1(.~ ~[BA~
EQl..Au. 'f 5f',I\,CED
:)! !L.....,
-------~
~
-\
A I TYPICAL CONNECTION DETAIL AT SIGN BOX
CO'NEOT'ON cUPS TO 3E SHIPPED Fx
BOl11:D TO SIGN CAB:~ET WITH 1/2" _
AJ25 BOLTS - TYP. II1':LD CONNECT'ON - I" '
CLIPS TO UPRIGHTS GN 3 SIDES ONLY '~: '
, - , \
\ ' ,
\" - -7 SiG/Il CABINET
1/2""2" AS'~ AJ07 BOL'S
IIHH NUTS ANOIIASHcRS
NOTES;
DO NOT GUESS, ]iREOT All OUESTIO'S CO'CEoNI'G T"!S cESIG' '0 T1E
ENGINEERING OEP' Of 3P all CO., Cl["_A"D OHIO (2'5-586- 43J-;)
2. DO NOT SCALE ;ROM "\oIS DRAWING
,1 GRAPHCS A,AE NOT TO BE RE?ROD',jCED FROM T~iS CRAWI~G
I Cl[ARANCE is SrG~ BE :II1':EN SIGN I
CABiNETS ANa AO.ACENT COMDONE,TS
.
) L ~ ~\~
~(~-\
KEY NOTES:
f1
F2.
DO ~OT SCALE THIS JRAWING.
SOil M'CST PRC'~DE SA;[ 3EARNG CARACITY Of~CT
_ESS ThAN 2000 P8lNCS PER SQlARE FOOT (PSf)
A,~D PRO"DE ',A T,'" RESS: ANCE OF AT L[AST ! 50
PSf PER FOOT 0' )EPTH
EXCAVATION SHAll 3E ,E"'_ AND Pll~B^,D SHA"l
"A;f. "'RTiCAl SIDES ~ND A 'cAT BASf,
"CAVA TION SH~Ll 3( 'Re[ OF lOOSE SOILS. D[3R'S
A,I'lD FORMiNG \jAiER',ALS
CCNCRCE AND RE~FCRC:NC S:t~L SHALL BE P'~ACEC-
IN CON'ORMA,~GE WI~H ACI 3'8-83
CONCRETE SHAle BE READY ~;X[J DESIGNED TO
DE';f.LoP A MIN'~"M COMPRESS''''' S'ReNGTH 0, 400(
~~,,~~B~J~s ~~\tR~(1~:~ C~~~C~~ 2T8C JA\Y5M MilS,
GRADE 60
DC !.,jeT WELD ~EI~'~ORC:NC STEL
ANCHOR BOLTS ShALL 3E CJT FRC~ RIh~D STOCK
CON'GRMING TO AS'~ A36 AND
GALVANIZED IN ~CCCRDANCE ~ITf1 ASTM A'21
NJTS SHA,l BE T'RE~JED 'CR ,Sf WITH
CAe VANIZ,D BOLTS
lA~::~Al BEAKI!'<C F:JL~DA~;C~ ShAll BE :NSTAl~EO
I~ UNDISTt:R8E~ SOIL DO NOT 3ACK ;"'Ll,
WHE~ LOCAL EXT"~E FROST PE~E'RA TiON EXCEEDS
4 'EET, EXCAVA~ Sl,A..,l"jCA,~:; SP9:.AD :-Ol.NDATIC~
6 INCHES 3ElOW 'RCSTlINE ANONCREASE
CCNCRE E QlJ AN TI TY
SIGNS SHA" NOT BE INS'Ae,ED "'Il OONCR['E
"AS CoRED 96 HOuRS.
~HE SIGNNS~AlL[R ShALl PACK ~IGI-< S,RE~CTH
NON-SHRiNK GROUTNTO "HE VOID 3CII!:EN IHE
BOTTOM SURF ACE OF THE BASf PeA IT AND THE TOP
SLRrACE OF THE ,0oNCHON
F' 4 PK8~'~;" ~2~Rb~~ ~~lf~R T~6DI~~'~t GiE t\l S
F15 FOU~DATICN DESIGN FOR WA"::R TABLE AT GRAJE
F'
,F4
1'5
I F6
F7
IF:
f10
Fl1
"2
F13
, SUPPORT STRUCTURES :
A,'A" VSIS PROGRAM - SIGNCALC Vl:R '.6
DESIGN CRI"R:A;
II1NJWARD U~IFGRM IRESSURE = 20 PSF
_[EWARD UNlfOR~ 'RESSeRE = JQ..5F
TOTAL P~ESS\.JRE = 50 PSF
FOUNDATION CRITERIA:
ANAL VSIS PROCRA~ - SIG~CAlC Vl:R 1.6
DESIGN CRiTE<:A:
- 2000 PSF ,ILOWABlE GROSS S01l BUPING
-OESIGN ;OR WATER :ABlE AT GRADE
- \ 5G Pst lATERA' SOil BEA,<lNC
ALTERNA TE CA TCRA, ,OUNDA TICN AM, YS;S
PER 'J~IFGR~ 8UllDI~C CODE SECT, 2907
MA TERIAL SCHEDULE :
ITE~
SL:PPlIEO BV INS'" ALE 0 BY
I (f)"PRIQ-l \.
8'
>;j"';j-;; -
'~~ ~
'lV' >- ~
, 'I", "c:~~ .-'-
BCt~S ~4) REQ'D /........
1311[S. ~
,),,6~
i'fP1CAL
IDE~ ~iflCA TION SlGN
PRiCE/MeSSAGE SIGNS
I A.C M. S"ROuD
I ST[,L SUPPCRT STRUCTURe
CONCRETE FOUNCA TION
~NC"OR 30t TS
GROu T eN DE< BASE 'lA"
C","ER
O","ER
0"'""
C"'E,
GC
GC
SIGN NST
SIGN INS'AelER
SiGN INS~AlLER
SIGN INS' AUR
SiGN NS'AU<
G.C
G.C.
SiGN 'NST ALLER
, 3
,
NO
REVISIO~S
DA TE CWN CKC
I
~B? Exploration & Oil Company
~~!t.~~::.:",.Ul~ Admlnl,t:..tJon
I
I
I
L
ADaPT ef'lgineering. Inc.
25.2 5, 'N, 42ND S~REE,
~Ei'I'ON. WAS/-1:/'l'C'ON ;aOS5-t9J6
TEl.. 2C62SU)644 'AX: 206,251,0820
~,AWI~G ~8. ABP-CI-06
SCALE ,1\,5 ~OTtD Joe MO A...R 'aI'"
XS1~N(C
JA~ \ C.It,T'E
i
: )RAWN
€...-O
DA"C
CHECKED
S'CNED
N'PROvtD
fiLE
21gX001
i'"'- ~
r~, ~
I SG-1 ~
INSTALLA TION DRAW'''C
5' ABP-CENTER MOUNT
WITH SHROuD, 50 PSF
2/1S;So7
3
,T
D<J
C-
l><J
~-
~
<;:
~
2/24/91 a.l
o
C
v
t
SUPPORT ELEVATION
A I TOP OF FRAME DETAIL
, 5 ,/,'
- r 1 If'/" , ,OlE
<b / / I .,1' WI 5.",5'., J/.
/ 3/..h.2.~i2 ~, I
1 / ~&:~ AS25 'V -, 'i -.1
, J/"" ~ l\ I.J ~"
I I '!'Il IV _ _ I I ' '/4'
[lOXX T"'. \ / /l!fF. /" 1
3SiDE:S~/ i
, ,
, I /
TACK N(~D 30lT HEAD '-- ,/
TO 0101' >."E 3('ORE '- _ J /'
1t{;'.)NG :)I.ATE .k "S
W r--. 5'.13/4' -l
--""',V/-! - ,
,
,
1
\ . ~/
(
~/l\
DIP{ ~O, 75 00
J65 WAll '"
,~"\
\, 11=1 v'~ 9".J75
'S 5~61r.2S
V~S6(61r.25
B I BOTTOM OF FRAME DETAIL
I r COW'1EC"Olll CLJPS
1/ ,TO 3( SHIPD[D Bet 1::D '0
1"- h Sl{72:,,:~~l>lE"'-S:~.~J07 Bet TS
hi i'1"')
~.~
., 6." 15 '"
[70xx - />':::1- - I (--i'S '/":'/9r;-<[70XX
3 s,OCS I 5/16 II\/~'-fi'- " G
,I ,
I I I \
( I _ n \ " 1/2'
'I\.- U - - -.--J ----1
" I - - - ,,0T
\ 1----------1
,\:::".m
p-
,
,
JjSx<tn;'-8 e.
II' -'!
(70XX
C \ DETAIL AT MOUNTING PLATE
I / J- · E~C'~'CAL ACO::SS
-V1t-
~'wt0"
\
'..-/
12 T GUSSET DETAILS
5" ---1
: /["
1/ ,,~ '/2'
I 4';" ,::-I
~....; GL"ie.Sx6d
I
,
11.'..6. AS'. 4325. 8CU
.--- - -
,/ / / 'f :""'''5
(2) r' - - -'I (2)
T.. Hit -lEl - T
d>X 'Q ~. //-~
E70XXiYfl
· s'grh
10,75" 0.0 PK
WAll .365
[leXX
5N~
D I DETAIL AT BASE PLATE
I " --1
kJ5D
, 1 I
--=---.1
~-I \:CU5 ~'<Ed
5/16 DEJexx
1 ,;.", .6-NCI-'OR 3CCS
TO BE r...R~!SHED B'f' Q7;.<(?S
/
<b /
/
I
, /
,
I rf,-f
/
\.
,
"
"'.
, .
"
/
r\ \
(;, '\. I
.J
{;
I
,
- .
/
NOT
'::A__:\J\.AT'CI>l$ S,...C'MoI :OR F1jlL H['GMT A.I'lD MAX:loiI.,W
MOOULi:S. JRA~NC D[.:lIC~S A li5S[l~ CQf\jDI.'CN.
E T CONNECTION DETAIL AT SIGN BOX
'I
.--- - -----
~-'6'6'025
f----- - ~ 'I
J; /
, ,
, ,
~G' CA5:NET~ B- -
/
'I""" AS'. AJ15 'Ol'S J" "'"
WI TH NU''5 .ANO N.A$l10;:S
I
,
/
- - _L-- / '
1 TVIEW AT TOP OF CABINET
7"
'/2' "
1/" I lr-, 3' '7 WI 5,,,,;'., J/'
, J1B~TBi ~ l~ ~_
l'ft8.f::L ~I
.~
1/2"'--' ~
3 ./,.
j/BJt6 1/2"(7 CAP t
2 I SECTION AT TOP MOUNTING PLATE
'5 9"'J7S,\J Ilt.l --: r J '/2'
t <>[0- ~
I - -):,7' "
1'-~ 1ft f--- y-I---~~
L~ ; I '\ ~~
Z-_c10LE
}-- 1'-1~ -
7jSx.' 3l\'-3 \/1 t
7/S"' HOlE
jO'JR J!~'. "J25
aQT(TrP,)
3f SECTION AT BOTTOM MOUNTING PLATE
~ 7/8.U"..J '/2, J 112'l T rJ 'I" / to,Olf
10.75' OJ ?IPE ~', /
I ~~~~~~~/ ;,
1.3 1/2' r---- GI' - ------1
I "
L- 0'0-' .
c..- ,'.,' '.
7/S"' fiOL(
F~ Sf.... AJ25
90l T (T"')
4 \ SECTION AT BASE PLATE
(1 '/2"' ~OLE
~~S5:;:'55 ~ '- '] ~'
,', 'OLE -----....~<> U. 00 T
10.75' 00 PI'[ ---.......~r .y~ 7'/" i
PCXX ''1' ~~ Nr--....0;'-I/-+--f I'-B'
,OOl< "OS JIB "I---~...J 7 I I"~ I
~ <> If ~~ =---1
IJ,._,tJ
~ "-3"-
, '/2x'5x1'-81f.
5 I SECTION AT MOUNTING DETAIL
t5~J < [70XX
3/16 .3 510($
l2 1/2x2 !/2x'/<\~0'-2 1/2 - - 1
Sl-fjp BQT:.:D TO SICK :.A.BIN(i ~.
_ _---.l
6 I CAP PLATE DETAIL
, 6 1/2'
G 11/4"
r--- .lJ'~
I I 7"
L~~ I
7/S-"OU:S
7 I ELECTRICAL ACCESS DETAILS
MANUFACTURING NOTES:
I \ii' S'~ICT1..'R.A.J.. 51:El SI-<ALL CCNrJRl.II TO !\S:\i AJ6,
(f'F:!6KSI)
I ~2 (~~E:;6 T';~!~G ShALL C)NF::;Rll( TO .....S.~ A,SCO GRAC{ S
IilJ. AL:. CONNECTiON Set ~S SHLL 3E: AS'W "'J25.
! IH, .....u. WE~~NC SHALL CONF')RW TO RECOMt.l[~CAret-.S AS
PUSL,'5HED BY Tl-i( AMERICAN '~~)NC SOCI(iy
116 'M:lDINC Sl-'AU,. 6( ;l.:.~f)RMED BY WCRKMOlft<O ~A'!{ BEEN
) REC[NTLY CERTltlED BY A ::tALiF'ED TEST:NG l,4J3QRA'CR'(
I ~6, P<.A'tS ~~SS "hl,N 1/.. ;HICK ~AY 3E Si-<[ARE.c A.foC/OR
I PI~NO-'[D, ?I.A1ES' /4c. T'-1j{]( A,~D Qvt? $l-'ALl. 3t
F'.AME Cl.JT
\j7. ~>\BRlCAT:.:i FRAME SI-<AU 3E C~EANEJ ~qIOR '0 P....NTNC;
I Of 4LJ.. ~Ill SCALE. Oll, GREA5I: OR C;H(R S\;RfA,C( ::ONiAM',!-iA~t
!~a rAa~CA'TDr!(AME )MAti RECE::~ 8NE CCAT r:f GRAY
] =>q:WE.R AjlPUEO TO ALL EXPCX:O SLRf .....en
l\,ig, l~~Uf~~~E~C~r:t~~\l1.:f A.N EXi'<A ~~' :f LICIRTCk
I
9 I TYPICAL FILLET WELD
'''"~
~~ ~~
I
10 I TYP. PARTIAL PENETRATION
>-~Rf'ARE 8['1[.,"
[70XX : END :Ji cP"CH'
.~~~'fj..
11\ ELECTRICAL ACCESS COVER
rfj. '1", ,OLf (2 <!COO.)
L J ~/t. 1'0 GA
, 5/B" OO'<(R t
r
cP~Q<'~. -1 r I'
,!
3 ~ /2"
2<C7CXX
I ~~ TrP
~.-
[)RILL t .AP FC)R
ITO-24~' /2. R H 5 S fot S
PIPE 's",-o 3 WAL.
- - I
I
8 I MOUNTING ANGLE DETAIL
, 1/"
L r---1
II/'"W. .
.- -tf.
5/B~ , t I
.iT-- '/,'
~J"
L)t(~~
A~\\\
'~
I ~
2
'0
R(VlSiONS
~A:-[ Dw~ CK,C
~B? Exploration &. Oil Company
___~~~~~~:""ell". ,f.dmWllat:..tloft
A/hPT E"~ioeed"1lo loe.
252 5. 'II. o~o S'~[T
'l(N":)N, ~.ASl-<)NCTCN geC55- 4gJ6
i"EL 206251,C8H FAX; 206251 C820
~
D~AWI~G ~O, A3P-C2-06
SCAi...[ AS NQT:::i JOB ~o.. AIR-li-'S J<
JESIG~ED
CAT( 2/19/'H ~
QRAWN
EJO
2/21/97 ~
o
c
"
2'gXOC2 ~
I'=~ ~
I~' k
i SG-2 ~
DAT(
CH(:::KED
.AM
SICNED
A,?P~Cvt::J
FilE
SUPPORT C)'IAWI'-iG
5' A3P-CE'HER N'OLJ"IT
WITH SHROUD, 50 PSF
I
SINGLE CENTER COLUMN SIGN
I
I
I
I
t
BP Sll V!:R SHROUD /
BP GREEN - OPAOUE~
BP '1l:LLDW - TRANSLUCENT--
BP GREEN - TRAN9..UCENI______
TS 6,6,D.25 -............
BP GREEN - OPAOUE___________
r-r--
BP GREEN ~
BP GREEN - TRANSLUCENT ~
BP '1l:LLOW - TRANSLUCENI ~ ~
~
BP Sll V!:R
rF"-7'1"~
:"-'1/7"
I/~ II"
/ WI 5.1\
I
r '/",.
t
./
v'" --,
~~-BP )
r-~
:"-11/1'"
Z'-t 3/."
~O@@fJiJU@
~@Ull
BP SLYER ~
r-t J/."
r 'I"~ j
t ,.
~-
\ " ..4.0,",
P1?t.~
10,750,D.
O.:l65 Will
~ """""T\
1(1 )
.'
J/. .ELEC11l1C'l ~5CONNECT
llI<[R[ REOO. BY ElEClll1C'l COlJ[
J / J. . ELECTRICAL ACCESS
/~4.- 1:P{r<l;NG. SEE r,4,S DR1I'C
- Ii- ~~~~~~ GRAD(
J / r- RIGID ELECTRIC
-:- ~~~U~~l.DINC
~~
")~1"
. ::':{,," j
V ,~
I "-0-
~ !
.~
4 rrT
L-,.-. -.J t" J
I~~,,-: --;
~<<0
~,y/, L""'-
" _,' /.:-(A ---
1 '/~.' MQ,~~
BOt. TS (.) rJ'(fd' /),----:
'JT~S" ~
(5)RE6'~
T'I'P'CA/.
~.. RCg~
(8) REQ'Q
r:is RtV~ _
OA;fn';;SI~ . ~
@
1 I FOUNDATION PLAN
,/'\ / """'R(lt '001.' r-o', , ~-.. OEtP
\ L! r-o..
uui:~~I;<~i__- '-v -~-,:~:~,;~::---
: j -----.r i"C :
: .f--.... ....-' \_,."'.....(a)"'o~'
, I .Y~, I Y' :
j /t(~~~ i
L~~-~~-7u-- __c~::___= _-~ _u --~~-.~~~~'-~,~:-J
5([ OC1AL J r~ A.NCl101': I"lAA
11'-5 1/."
2 I TYPICAL ANCHOR SETTING PLAN
"
-"-
"-T-"
~ -t-- ,
. --{- .f.;'" I
{- - H.:A' J ~ -.l ,,!,.
'+ ii 'T 71/2" I
, ... t
...... -'- /
t
rU.tTRltAl.
S(R...c!
PO
(NOT REO'Q ON 'lTER1WE fOUNDATION)
~.D
3 I ANCHOR BOLT DET An:
1 ~ ,..JCTI'"
.0" THR(ADS L ~.
I -4
. / ASTIIl ~7 NUT (T~,)
~' tit' BASE f'Lo\TE
b ""-"ft GROUT
NON- SHRINK
I 1/'" IoN01OR
C.ALVAHllEJ) (4 REQ'O)
SEE: FOUNCA,TIC*
OEl.....S
Le
? ( 1/2.5.0'-5
4 I SECTION THRU REBAR CAGE
,/'\
.,'
I
22.3. ...............
j
I
,/...t
\
\ / ____/"OCS")"'Q'O',,.O.
,/ /
:~>Yfv~:
/' ~
/
/ \ (Bl " YERTICAL R!:BAR
E.).JAUY SP....CED
t-4-.
A I TYPICAL CONNECTION DETAIL AT SIGN BOX
CONNECTION CliPS TO BE SHIPPl:D FX
Bill TED TO SICN CABIN[1 WITH 1/2"'
A3.25 BOlTS - TYP. \'rHO CONNECTION ~-'.I"
CUPS TO UPRIGHIS ON J ~OES ON\. Y . I '
" - I \
\ --/'
, , SICN CASINO
I 12'h2" AST~ A307 Bill TS
litTH NUTS AND WASHERS
NOTES;
I DO NOT GUESS, DIRECT ALL OUESTlONS CONCERNINO ThiS OCSIGN TO T"E
ENGINEERING OCPT Of BP OlL CO., ClE'lAND OHIO (216-586-43.3.7)
2. DO NOT SCALE fRD~ THIS DRAWING.
3. GRAPHICS ARE NOT lD BE REPRODUCED fRO~ THIS DRAWI:,G.
I ClEARANCE IS SHO\\l1l BCI'r\:EN SICN I
CABiNETS AND ADJACENT CO~PONENTS
.
\~"
J\\.\
KEY NOTES :
fl. DO NOI SCALE THIS DRAWING,
f2. SOlt MUSI PROY1DE SAfE BEARING CAPACITY Of NOT
LESS THAN 2000 POUNDS Pl:R SOU ARE FOOl (PSI')
AND PROY1DE LATERAL RESlSTANCE Of AT LEAS115D
PSI' PER fOOT or OCPTH.
EXCAVATION SHAlL BE LEV!:l AND PLU~B AND ShALL
HA V!: ~RTICAL SlOES AND A FlAT BAS!:,
EXCAVATION SHALL BE FREE Of LOOSE SOllS, OCBRIS
AND FOR~ING MA 1ERIALS.
F4. CONCRETE AND REINFORCING S1EEl SHALL BE PlACED
IN CONFDRMANCE WI'fH W J18-81
F5. CONCRETE SHALL BE READY MIXED OCSIGNED 10
DE~LOP A ~INIMU~ CO~PRESSM STRENGTH or 400C
POUNDS Pl:R SOU ARE INCH (PSI) IN 28 DAYS.
F6. REINFORONO STEEL ShALL CON(OR~ TO AST~ A615,
GRADE 60.
F7. DO NOT I'r\:LO REINFORCING STEEl.
F8. ANCHOR Bill TS SHALL BE CUI FRO~ ROUND STOCK
CONFORMING TD AST~ A3.6 AND
GALVANIZED IN ACCORDANCE WITH ASTM AI2J.
NUTS SHAll BE THREADED FOR US[ WITH
GALVANIZED Bill IS.
LA TERAL BEARING FOUNDATION SHALL BE INSTAlLED
IN UNDISTURBED SOIl. DO NOT BACK FIll.
FII. WHEN LOCAL EX1REME FROST Pl:NETRATlON EXCEEDS
4 FEn, EXCAVATE STANDARD SPREAD FOUNDATION
6 INCHES BE\.OW FROS1UNE AND INCREAS!:
CONCRE1E OUANTlTY.
F12. ~GNS SHAll NOI BE INSTAlLED UNlll CONCRETE
HAS CURED 96 HOURS.
F1J. THE SIGN INSTALLER SHALL PACK HIGH STRENGTH
NON-SHRINK GRDUT INTO THE YOID BETI'r\:EN THE
BOTTDM SURFACE Of THE BAS!: PlA1E AND THE TOP
SURf ACE or THE FOUNDA Il0N.
P~BM~l M~"b~~ ~rIGR~~R T~5Dg~tN'~GDl: This.
F15. FOUNDATION DESIGN FDR WAltR TABLE AT GRADE
FJ.
F9.
FIO.
FH.
SUPPORT STRUCTURES :
ANAL Y5lS PROGRAM - SlGNCALC ~R 1.6
DESIGN GRIltRiA;
WINDWARD UNIFORM PRESSURE = 20 PSI'
LEEWARD UNIFOR~ PRESSURE = ~
TOTAL PRESSURE = 50 PSI'
FOUNDATION CRITERIA:
ANAL Y5lS PROGRAM - SlGNCALC V!:R 1.6
DESlGN CRI TERiA;
-1000 PSI' ALLOWABLE GROSS SOlt BEARING
-DESIGN FOR WATER TABlE AT GRADE
-150 PSI' LATERAL SOlt BEARING
ALTERNA1E LA1ERAL FOUNDATION ANALY5lS
PER UNIFOR~ BUILOING Coo( SECT 2907
MA TERfAL SCHEDULE :
IJIM
IDENTIFICATION SIGN
PRICE NE SSAGr SIGNS
A.C.M. SHROUO
SIEEl SUPPORT STRUClURE
CONCRETE FDuNDA TlON
ANCHOR Bill TS
GROUl UNDER BASE PlA 1'[
SUPPliED BY
O\\l1lER
O\\l1lER
O\\l1lER
D\\I1IER
G.C
G.C
SIGN INSI
INSI ALLED BY
SICN INSTALLER
SICN INSTALLER
SIGN INSTAlLER
~CN INSTAlLER
G.C.
G.C.
SICN INSTALLER
J
2
1
NO.
REV1SIONS
DA lE DWN CKO
IIII'mSP E)(ploration & Oil Company
~~~-='~\.........,... ".....hbo
IWM'T Englneerlt>ll. Inc.
252 S. .. (2ND S1RE[l
R:ENTOM. WASHINCTON 95055- 4936
1U; 206.25',084. fAX; 206.25'0820
DRAWING NO, ABP-DI-D6
SCALE AS NOTEO JOB NO. AlA 'BP'
DE:SlGNEO JAM OAT! 2/19/'37 0
DRAWN
,.10
CATE
2/2(/91 OJ
U
C
W
ij
W
CHEeKED
JA"
SIGNEO
4PPRO;.(O
filE:
2,9)(001
INST ALLA TION DRAWING
5' ASP-CENTER MOUNT
WITH SHROUD, 50 PSF
L--
15(;-1 ~
SUPf ORT ELEVATION
I---
A I TOP OF FRAME DETAil
~:
- - - .ff'/2' , HO!L
<h ,'_e 2"L' '" 5<11,5'-1 3('
/ 3/"'-.l'~ I"
1 /IST.'-l25\~2 1
I aQ..r -.l.
I 3(' CN't 1\ +=' -----1.::'2"
( ~ ~ \ tI 1/'"
'/1: ft!-f-- I!
\ I/-"~ I
nOXXT'll'. \~' /
J ~DES 174 ::
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MANUFACTURING NOTES:
Wt STRUCTuRAL ST([l ShALl CCNFORW m ,l.STW r4J6,
(r".36 K~)
"2. SlEEt WBING SHAll CONfCll. 10 AS,. '500 GIlA.:( 8.
(rF" K~)
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ws. 'f(LQlNC SH.4U BE PERfORMED BY fl'ORKIILM 11-!O HAt{ BEEN
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MS. PlATES LESS TIiAN 1/"- TttCK WAY BE 9-<ARED /l.NO/OR
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FlAI.l[ OJT.
1.17, r~R1CAT(D rRAWE SHALl BE CLEANED PRIOR TO P"-lNTlNC
IS Ail WIll SCALE. Ct... GRUS[ OR OTHER SI.K....ct CONi AMINA IT
1.l8. f ....BRlCA ITD rRAt.fE 91ALl R[C[1\1: ON[ COAT \S CRA 'f'
PR:I.lER ..l.WUED TO .4Ll EXPcstD 9;Rr ....CIS.
1.(9. j,jANUfACTURER StiAU Sl..PPlY AJll EXTRA 15' rs ELEC~R1CAL
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9 I TYPICAL FILLET WELD
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101 TYP. PARTIAL PENETRATION
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2
1
NO.
RE'<1SI0NS
DATE C'M'O eKD
IIIIJ;!IBP Exploration & Oil Company
_~..:~t~ A__l:.tIolI
~ e.gln..,"'1lo Inc.
252 S. w, 42ND STREET
REN~ON. WASHINGTON ill055- 49J6
TEl: 206.2S1,OeH fAX; 206.251.0820
DRAWI!'<G NO. ABP-02-06
SCAlE AS NOTED J09 No..~R-'-'a R
DESIGNED
CArr 2/,9/'91 ::>
ORAWN
EJO
DATE
2/2'/91 ~
w
C
III
219xOO2 V
~'~ ~
"'" p"
SG-2 ~
CHECKED JAM
SIGNED
APPRO\O(D
nL.E :
SUPPORT DRAWING
S' ABP-CENTER MOUNT
WITH SHROUD, SO PSF